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Application Type
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SCANNED
BY
St. Lucie Count+
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
ArcNved
Product Manufacturer
Address/Phone/Email
ecna ogy Drive
—
Nokomis, FL 34275
(941) 486-0100 Ext 22318
druark@pgtind ustnaa.com
Authorized Signature Jens Rosowski
jrosowski @pgtindustries.com
Technical Representative lens Rosawski
Address/Phone/Email 1020 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 21140
jrosowskl@pgtindustries.com
Quality Assurance Representative
Address/Phone/Emall
Category
st
Subcategory
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard Year
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Data Submitted 11/27/2013
Date Validated 12/02/2013
Date Pending FBC Approval iliyppol' p1 LE COPY
Date Approved 12/09/2013
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 5/13/2015
Florida Building Code Online
Page 2 of 3
Summary of Products
FL #
Model, Number or Name
Description
243.1
CA-640 Fixed
Aluminum Fixed Window used with Casement/Awning
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
1R,21 R15 C CAC 12-1218.1?,pdf
j Approved for use outside HVNZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/11/2018
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R15 P. 12-1-218.12.0df
for product performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
i
Evaluation Reports
Created by Independent Third Parry:
243.2 CA-740 Fixed
Aluminum Fixed Window used with Casement/Awning
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R15 C CAC 1111. 1803.odf
Approved for use outside HVHZ: Yes
FL243 RIS C CAC 12-1218.11 pdf
Impact Resistant: Yes
FL243 R15 C CAC 13012927.odf
Design Pressure: N/A
Quality Assurance Contract Expiration Date j
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
04/11/2018
for Product performance information, anchorage details, and anchor
Installation Instructions
type, size, and spacing information.
FL243 RIS 11 12-1218.11odf
Venfed By: Miami -Dade BCCO - CER
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Parry: !
243.3 IPW - 220 (Non -Impact) Prey. F-6000
Aluminum Fixed Window '
Limits of Use
Certification Agency Certificate
Approved for use in HVNZ: Yes
F1.243 R35 C CAC 11= 114 14 ntlf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/18/2016
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 PIS 11 11-1114.14edf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
j 243.4 IPW - 520 (Large Missile Impact)
WinGuard Vinyl Fixed Window
Limits of Use
Certification Agency Certificate
1 Approved for use in HVHZ: Yes
FL243 R15 C CAC 13-1009.04.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date j
Impact Resistant: Yes
O1/08/2019
Design Pressure: N/A
Installation Instructions j
Other: Please see the Miami -Dade County Notice of Ameptance (NOA)
FL243 115 11 13-1009.04.ndf
for product performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
(type, size, and spacing inforination.
Created by Independent TNN Party:
Evaluation Reports
Created by Independent Third Party:
j 243.5 PW - 620
Aluminum Fixed Window (formerly 701 NI)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FI-243 RRILL_CAC 13050204,gi
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
02/19/2019
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NCA)
FL243 RR' LI 1 U027) !
j for product Performance information, anchorage details, and anchor
Venfied By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.6
Aluminum Fixed Window (formerly 7O1)
! Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 PIS C CAC 130E0203.odf
Approved for us o' Z: Yes _
Quality Assurance Contract Expiration Date
Impact Resistan
02/19/2019
j Design Pres
o
Other. Please -Datle County Notice of Acceptance (NOA)
-
ROW"
for product pe rmance Information, anchorage details, and anchor
' CER
type, size, and spacing information.
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
' 243.7 PW - 820
Aluminum Fixed Window (formerly 701)
i Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 R15 C CAC 13050203.2df
j Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/1912019
Design Pressure: N/A
Installation Instructions
Other: Please see the M!ami-Dade County Notice of Acceptance (NOA)
FL243 PIS ti 13050203.edf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
j
1 type, size, and spacing intoirnation.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Parry:
1243.8 PW-2720 (Large Missile Impact)
iVinyl Fixed Window
Limps of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 R15 C CAC 11-111a 19.odf
Approved for use outside HVHZ: Yes
FL243 R15 C CaC 11/11803 odf
Impact Resistant: Yes
11243 RIS C CAC 1210110' ❑•
Design Pressure: N/A
FL243 R15 C CAC 11012927
Other: Please see the Miami -Dade County Notice of Acceptance (PICA)
Quality Assurance Contract Expiration Date
!for product performance information, anchorage details, and anchor
08/11/2015
type, size, and spacing information.
Installation Instructions
FL243 RIS 1: 11-1114 19 odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEV XQwtDqu3mwFvZ35 V... 5/13/2015
Florida Building Code Online
Page 3 of 3
243.9 PW-2820(Large Missile Impact)
Vinyl Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 215 C CAC 11-1114.1Lfif
Approved for use outside HVHZ: Yes
FL243 R15 C CAC 11111803.pdf
Impact Resistant: Yes
FL24y_R15S CAC 12101702.00f
Design Pressure: N/A
FL24n 115 C CAC 13012927our
Other: Please see the Miaml-Dade County Notice of Acceptance (NOA)
Quality Assurance Contrast Expiration Data
for product performance information, anchorage details, and anchor
08/11/2015
type, size, and spacing information.
Installation Instructions
FL243 R15 ❑ 11-1114.19.odf I
Verified By: Miami -Dade BCCO - CER
Created by Independent Third! Party:
Evaluation Reports
Created by Independent Third Party:
243.10 PW-3020 (Large Missile Impact)
Architectural Systems Aluminum Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 R15 C CAC. 12051605.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
08/16/2017
Design Pressure: N/A
Installation Instructions
E Other: Please see the Miami -Dade County Notice of Acceptance INDIA)
Ef 4_R15 IT 12051601,od
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Intlepentlent-Hurd Party:
243.11 PW-3020 (Small Missile Impact)
Architectural Systems Aluminum Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R15 C CAC I111180jft'�f
Approved for use outside HVHZ: Yes
FL243 115 C CAC 12-1114.05 sm..W
Impact Resistant Yes
FL243 R35 C CAC 13012927.ocf
Design Pressure: N/A
Quality Assurance Contract Expiration Date
Other: Please see the Miami -Dade County Notice of Acceptance INCA)
04/17/2018
Ifor product performance information, anchorage details, and anchor
Installation Instructions
type, size, and spacing information.
FL243 RSS IT 12-1114.05 Sm.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Patty:
Evaluation Reports
Created by Independent Third Party:
m
Concom Us :: 1940 Noah Monroe Street Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Coovr oM 2007-2013 State of FlonOa.:: Privacy, Statement :: Accesslbllav Statement :: Refund Statement
Under Florida law, email adtlresws are Public records. If you do not want Your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please comfort 850.487.1395.'Pursuent to Search 455.275
(1), Florida Statutes effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
ani provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which ran be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
® K9 IN
GFe of E Fs"',
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 5/13/2015
M IAM I•DADE MIAMI-DADE COUNTY, FLORIDA
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) w VW,miamidade.cov/ecanomv
PGT Industries
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable odes and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami —Dade Comity 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 7 /7 0/ 0 anc nn ix rdow M.I.
APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation
Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product
Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —
Dade County Product Control Section.
MISSILE IMPACT RATIN malt sst naet mil*
LABELING: Each unit shall ar a permanent label wi I ie maim ac urees name or logo, city, state,
model/series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise
noted herein.
REVISION of this NOA shall be considered after a renewal application has been fled 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 No. 11-1110.15 and consists of this page 1 and evidence pages E—I
and E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
&=
MIAMI•DADE COUNTY NOA No. 13-0502.03
(y5 FILE I' r;tryl,
1i� a 13
Page I
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines",
sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13,
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 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.
2. Test reports on: 1) Ali- 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 aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and
FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E.
(Submitted render previous NOA No. 03-1105.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010,
prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller,
P. E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Jaime A Gasco'h, P. E.
Product Coutrol Section Supervisor
NOA No.13-0502.03
Expiration Date: February 19, 2019
Approval Date: July18, 2013
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11113, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17.
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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, issued by manufacture,
dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E.
2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed
and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Report No. FT14212, dated 03121113, signed
and sealed by Marlin D. Brinson, P. E.
4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E.
S. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, dated
07118 and 31103, all signed and sealed by Joseph C. Chan, P. E.
(Submitted raider previous NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "P W-
701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on
02/19/14.
Jaime D. Gascou, P.-B.
Product Control Section Supervisor
NOA No.13-0502.03
Expiration Date: February 19, 2019
Approval Date: July18, 2013
E-2
GENERAL NOTES: SERIES 720/820
IMPACT -RESISTANT FIXED WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED b TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING MOE. INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HLMZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN
WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS
INSTALLATIONS ABOVE 30- IN THE HVHZ, THE OUTBOARD
WE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMFDADE 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 1-1W THICK ME TO BE
CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ME 1d/Y7HICK OR
GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DESIGN MD INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER, (EOR)OR
ARCHITECT OF RECORD.(AOR).
6)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
SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND
THE SCOPE OF THESE INSTRUCTIONS
6) MAX. 1/r SHIMS ARE REQUIRED AT EACH ANCHOR
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. MOOD BUCKS. BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON
THEM BY THE WINDOW.
]) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAMYCIE
TEST PRESSURE, FRAME ANALYSIS MO GLASS PERASTM
E130 9.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST
USED
MATERIALS
10)THE II f PVBINTERLAYER,THE e20
SERIES USES LAYER. THE 720 AND 8208MIES
MAY ALSO BE RE S THE 701 SERIES.
46-TIP-TO-TIPWIDTH
47' RUCK WIDTH -
_ 44A14-VISIBLE
LIGHTWIDTH -r
T MAY
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1
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iHEIGHT
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3HEET6ET6 MAX.
TYP. FLANGED FRAME
ELEVATION (TESTED UNIT)
FIGURE 1:
GUIDE TO SHEETS: 1Y O.C.
GENERAL NOTES ........................
t
ELEVATIONS ...............................
1
GLAZING DETAILS .......................
2-5
DESIGN PRESSURES ..................
2-5
INSTALLATION, FLANGE .............
6
INSTALLATION, EQUAlUEG.......7
INSTALLATION, INT. FINA...........8
INSTALLATION, INT. FIN 0...........9
CORNERASSEMBLY ...................
1D
EXTRUSION PROFILES................10
PARTS LIST................................
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DESIGN PRESSURE RATING I IMPACT RATING
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ELEVATION (TESTED UNIT) (TESTED UNITI
SHAPES AS SHOWN BELOW Oft SIMILAR, MAY BE USED BY INSCRIBINOTHE SHAPE IN ABLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5.
ANCHOR SPACING TO BE V MAX. FROM CORNERS AND 12. O.C. MAX. FORALL CURVED FRAME
MEMBERS, SEE FIGURE 1. THIS SHEET.
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+140
•/."S
+4]T,23
./-Tt3
•A01.9
H451
e14J4
•/41.6
42
•140
.IRO
+I4D
N-]1.4
H-T434
.149.2
.I447
+141.6
•/598
./38.244
.1-80
.140
.6TE9
.Td54
.1-TP.19
.1456
+1422
H393
.1.5i.5
46
.140
H-m
+LT).2
+l-TJ.6
.1-T0.18
+1435
+1W348
H40
.l-HJ
N-]S6
.l-]19
•ISE3.9
+141.5
+/36250
•IRO
.AT].5
•AT41
.1-iO3
+I -
1
H-59.]
52
HJ9.1
H-]5S
+]-T24
+1.618
•1451.5
54
71414
0-T4.8
Hd0.5
.147.3
.I43.5
56
.1-768
H-]2
./48.6
H453
5s
.6T42
0�70,3
+1 .8
m
+1-727
-1,181
+145
62
+l.]1.2
•Iffi.1
64
.1497
.1-UbS
88
H4E3
BRTIB
•6W
7MVI-AMINATED _
GLASS STACK
3/1VANNMEDGLASS
4 11
USEDATCURVED
FRAME MEMBERS ONLY 29
®11-]18' O.C. NAR
13
EXTERIOR
<'] 2G
NOTES
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1-FROM THE TIP -TO -TIP DIMENSIONTO DETERMINE THE BUCK0IMENSION.
2) FORSIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORTOR LONG DIMENSION.
3) FORARCHITECTURAL WINDOWS. FWDTHE SMALLEST WINDOW SIZE IN THETABLEASOVE WHICH THEOVERALL DIMENSIONSCOMPLETELY FIT WITHIN.
TARM3:
Window Design Pressure (+h, psQ for Glass Type 3
Lm9 So. Li
67a/8
72
70
80
1 H
I 86
WV-18D
100
104
10909
30
•I40
.b60
./40
+180
.140
H40
HR0
H.m
+L80
+680
32
H40
•IRO
H80
HR0
H40
U40
•6m
HRO
•L80
+I BO
3
•4O
•L80
H40
H4D
ISO
./.BD
./40
Ham
+/40
.140
36
+/-80
+680
•600
H40
H40
.1-60
H.m
•I.m
+A80
+18030
./-80
•/40
•140
•10
+140
H40
H-m
+q84
+l-i8A
HT4.3
40
.I40
HAO
0,60
+140
•140
.1.80
.Lm
+1435
Hd0A
.]49
42
H40
./a
•l40
HRO
•/40
H40
U r
•1490
•A68.9
H432
44
.140
+Lm
•IRO
•140
+140
H-TT.8
+1.94.1
+14Z5
H43.9
40
+40
.680
./40
H40
.I-T92
Hd54
HAL]
./451
48
•680
•IRO
L0D
H40
H-T].2
•I-T13
H49.5
50
.140
•/40
. �
+I-T9.4
H45.3
.]-]1.3
.147.5
52
./40
.I40
+140
.l-iI.T
+1-735
+I495
'^
54
H40
H40
H49.8
•!]0
N-]1.B
SB
4140
. -m
1 .1.11.5
1 1-738
58
L80
WSW
1 .IJ5.4
60
.140
a-P.6
.Id3.5
62
H40
•1d5.B
64
•1-788
Ud1
N
•I-P.2
IWERLAYER
_ i
IN
GLASSBDE
LONGSIGE
SHORT
SIDE
L
I~ LONG SIDE �{
SHORT
SIDE
L
TABLE DIMENSIONS MAY
ORIENTED VERTICALLY OR
HORIZONTALLYAS SHOWN. b
A
1-0/1VNOM. 7/16-LAMINATED
GLASS STACK J Imo- GLASS STACK
3116-HMT I SHORT
3116- TEMPERED GLASS STRENGTHENED GLASS -^I SIDE
VIV ANNEALED GLASS
]]18'AIR SPACE .090'PV8
11 INTERLAYER
5 LONG
I AT CURVED �, SIDE
18ER8ONt.Y 29 GLASSBNE
13
EXTERIOR Eli
a 22 21 13 SS ORT
GLASS TYPE 3
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I-FROMTHE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FORSIZES NOT SHOWN, ROUND UP TO THE NEXTAVA I.ABLE SHORT OR LONG DIMENSION.
3) FORARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
M
S2
00
❑y
7
Y r a
oPo
O
ryw
w
0 N
O Y
K
8
pJ �J g
ZLL do
Z
W
B
wo+n
'LL
()0 6
E
<n
O00
8S2
m o R
(D
1u�
�>
o
QO
�2 RZ
O
m
3
LL
o
1
aZ
N
® g
Iaa45
F�FS
3
N
6
a
o
Z
W
,loa5
D
o
(D
R°P
m
x
m
w
33
o_D.
LL
m
IYNN Afile,C]�,,.
JDEN4tF ',-.y .
0' 1
p STATE iF f1G
0. LYNN Mn3E1\p.E.
P,Ei6BT15
TABLE 4:
NOTES:
1) BACK DIMENSIONS SHOWN. FOR FLANGED WWDOWS, SUBTRACT 1' FROM THE TIPJO-TIP DIMENSION TO DETERMINE THE BUCKDIMENSION.
2) FOR SI2ES NOT SHOWN, ROONO UP TO THE NEXT AVAILABLE SHORTORLONODIMENSION,
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE INTHE TABLEABOVE WHICHTHEOVEMLLDIMENSIONSCOMPIETMYFR WITHIN.
1-1/16'NCM. .�II.�....����q TABLE DIMENSIONS MAY BE
7l1V LAMINATED GLASS STACK ORIENTED VERTICALLY OR
T/LASSS TACK HORIZONTALLY AS SHOWN.
GLASS STACK � GLASS STACK
3f18' HEAT STRENGTHENED GLASS LONG
.OWVIPVf1VH INTERLAYEft 3/16'TEMPEREO GLASS SIDE
9TREN AT 9116'HEAT STRINTENOTHENED GLASS I..—LpNO SIDE
3/l6'HEAT STRENGTHENED GLASS STRENGTHENED GLASS Tf18'AIR SPACE Aa0'PVB INTERIAYER
r
q 11 SHORT
6 SIDE
USED ATCUFIVE� USEDATCURVED ` SHORi
FRAME MEMBERS ONLY 2B 5/B' FRAME MEMBERS ONLY 29 610' .L_ SIDE
®11.7lB'O.C. MA% GLASS GRE ®11df0. O.C. MAX GLASS BITE
1J -3
EXTERIOR EXTERIOR [-- LONG SIDE �{
(� 20 13 a 22 21 13 r p v- GLASS TYPE 2 GLASS TYPE 4 SHORT p LONG
SIDE
SIDE 310E
L 1
SHORT
SIDE
Window Design Pressure (+/-, psq for Glase Types 2 B 4
taq'm(m)
B9d10
i2
TO
80
04
00
92
98
100
104
109.112
117
110
120
12d
120
132
13a
tp
IN
30
HBO
•IAD
+A00
HAO
+IAD
400
HBO
+A00
H�00
N�80
+FBO
URO
D�80
+fAO
•fA1
N-�
•LW
•L6D
H�
U��
92
.IRO
+IAD
•/R0
•!AO
•I�00
•A00
+A00
+ADD
•I�00
•I.00
+1�00
+IAD
+F80
•I�80
•1-89
•/.W
•IA3
•IRO
•/91
34
•/.80
•600
U�00
•/AO
•IAD
•lA0
+A00
HBD
•IRO
4R0
•600
•IRO
-0AD
•IAD
JAD
HAO
•bBO
38
+IRO
N�BO
+IRO
•/.BO
•IRD
•IRD
yBO
•IAD
•IAD
N�00
•IRO
q.00
•IEO
4R0
70
+IRO
•IRD
•180
•180
•A00
•I80
•i.�
•1�00
•fA0
•/AD
•IAD
+IAD
•/AO
+fAO
40
•I-BO
•680
•IRO
•4B0
•IRD
•/RO
•ABO
•680
•IAD
HRD
•IAD
•1A0
dz
aAD
aAD
•rAo
.raD
.f.aD
.IAD
./RD
•r.eo
v.ao
./RD
aaD
44
LL60
•L00
•IRD
•600
•F00
•IRO
+LBO
•/.00
•IAD
+400
�
4B
•F80
+FBO
uA0
•lA0
N00
•IAD
•IRO
•480
HAO
49
tlA0
+IRO
•IRO
H�00
•lA0
+/AO
H00
+480
N5
50
•F80
•L00
•IRO
•/AO
•L00
•IRO
•/RO
Y
32
•680
+IRO
•IRO
+680
•6B0
•L99.1
m
3d
•IAD
+L80
+/AO
•L00
4d0.0
56
LL80
•L80
•IAD
4.19.1
50
•ABO
+IAD
+IAD
00
•LBO
•/AO
•h19.3
B2
•/�80
•I80
Bd
NAD
•/AD
m
.faD
Bb)IB
HRO
O�LQ�Ly 1LYNN 41/1t
YT No. 58705 ,
'7 w;
FS..A'iO......
�,, SfONA�„•
TABLE 5:
Window Design Pressure (H-, psf) for Glass Type 5
LmUM elinl
Wale
72
78
BD
e4
a0
92
B8
100
104
109.112
30
49W.1254
.901.14
.9W4155
.9B411.5
+901.100.5
+901408
•951404.5
.906103.5
+9W4025
79DId05.7
+9W-91.9
32
16.9
•90-110.8
-901.105,3
49W401.6
•f069&7
.90695.1
+001-92.3
•901.93.6
•9U-90.3
,- 9.9
•1- 9
34
8.9
+9W.10I
.901-98.6
+9W95.1
+W18L8
+18&2
0-04.4
+1-81.5
.1-Boi
Ha9.8
+1-19.4
36
028
•9B.9T.1
-901.978
+I.Sen
+1.85.5
d�828
•1-79.7
.6722
+1751
0435
d-32.2
30
8.4
•OW-922
+F6&7
•1-e32
+L80.T
.la&1
.1-75.2
Ha25
•6]0.3
448.5
•M.3
4D
4.6
+189.2
•L826
+I- 98
+1872
41a43
•1-71.3
.147.9
.1451
•1814
.141.6
42
1.8
a81.7
•1407
.1.71.4
+1a4.3
•671.3
+18&2
.144]
+141.s
N-MIS
+f5B.2
44
3
1+1.&8
.1424
.I.78.9
.1a54
.I.721
+I8&9
445.8
H422
4/59.1
-1.57.5
40
4
+ff0e
.1-77.2
./.]3.8
.LI0.1
.14&8
44&5
.18&3
415T7
48
7
•1.79.3
•1-75.6
41-71.9
•t68.3
H449
.141.5
+IS&2
509
•I.77.5
.1-74.1
41.7&3
•14&]
.14 1
.159.]
g
y
521
•515A
Q.nA
.LtlL&
•1-651
+1415
54
.4
•1-73.6
•170.5
•161.3
•143.5
588
•/-72
•14e.8
1 ./453
58
. a4.2
62
1 ..a1.2
I tor.1
64
1 01 97
I 4145.5
BB
•/40.3
W->IB
•l41
4)THISSHEETAPPLIES
TAP, Pa
7116-LAMNATED
GLASS STACK
VIW ANNEALEO GLASS
4 11
USEDATCURVEO
FRAMEMEMBERSONLY 29
Q 11-7W D.C. MAX
14
EMERIOR
/ti 20
WINDOWS, SUBTRACT 1• FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
NEXT AVAILABLE SHORT OR LONG DIMENSION.
AIALLEST WWDOW SUE IN THE TABLE ASOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
EQUAL -LEG WINDOWS. 00 NOT USE WITH FW-FRAMED WINDOWS.
Window Design Pressure (H-, psQ for Glass Type 7
ms sae Onl
87 no
72
7a
e0
8/
88
B2
96
100
104
mast
m
•M.130
.901430
.M.13D
.9W-126
+W112LO
49W419.B
-Mmi8.1
+9W.117
7W-11S8
49014127
.9W-109.9
32
+9131.130
199.1261
.901-11&9
•9W-114.8
+WI.111.5
49W40&1
.901404.3
.901-102.4
49W402
+0101.4
•90'-99.T
34
+9W.123,1
•BB'-1164
.m-iii
•9W4W.5
.00mmB
.9W-90.%
+901-958
.9OF92.1
•9W�90.5
W90
+F89.6
S8
490LI15
•98409.8
490I40LB
+9040&5
.901966
+9W-93.3
H80
•1.87.3
.144.9
.1823
•1 OL2
38
.901-111.2
+984042
•9W97.9
4901S4
Rif-All.
U88.2
+L84.9
•/.81.9
4-79.4
W76.4
+1a4.3
40
•9W-1089
•90'99C
434
.9W-90.7
787.2
d44
H405
71161
+1I15
.1-10.9
+I89
42
•901-103.2
+9W 937
•9W-91.2
4I4T.4
•144
•80.8
+LP
•/a31
•1496
.9
•A 2
44
.901.99.7
.W-931
.189.1
•145.2
+141.4
.471.8
144.1
41a&3
+147.5
H4SD
c
45
.9M.98.5
+90'41.3
.681.2
H83.2
.1-79.2
1 54
.lai.T
.14&1
+/85.1
49
49W.W.5
-Me
•1851
+181.2
+1-i1.2
•1a33
H49.5
H.856
50
49W.91.4
4147.6
.1-Ba7
41-7E4
.1-75.3
•1-71.3
+147.5
5
Y
62
4/494
•145.5
.1-81.8
•l-A.T
U-73.5
4495
m
54
U87.5
4143.4
•1a9.6
•lab
+1-71.8
56
.1416
•181.4
-1a1.5
+R3.8
50
41.818
71-794
41-]E4
60
.1821
•I-17.6
•laa.5
62
4 .r4&
as&e
81
•14
dl-TO
68
+IJ1.2
81-0IB
Hd4.9
THIS SHEET APPLIES
1.111VNOM.
GLASS STACK
3/1V WMPERED GLASS
FRAME MEMBERS(
Q 11-T/e' O.C.
MINE THE SUCK DIMENSION,
DIMENSIONS COMPLETELY FIT WITHIN.
EXTERIOR
a
SG INTERLAYER
V ANNEALED GLASS
518'
GLASS SITE
GLASS TYPE 5
III-- LONG SIDE �.1III
SHORTbI li
OR
1
+- LONG SIDE �I
SNORT
SIDE
L
DIMENSIONS MAY BE
ITED VERTICALLY OR
ONTALLY AS SHOWN.
1
�j
7AVLAMINATED
GLASS STACK
_I SHORT
3118•ANNEALEODS SIDE
I -
31 ALEGL
0N0YSOIWTERLAYER
LONG
SIDE
58
GLASS BRE
2
SHORT
GLASS TYPE 7
o%%VOTT 11411TT
`0 1..DEN&F. fvlee
' No. 58705 '*
:.D i• U`"Fj� Ili :
STATE F .7 <7/�'
Window Design Pressure 141-, psQ for Glass Types 6 8 8
Long 8i08 MI
6PTl
T2
70
80
09
a8
92
Be
100
104
IN
112
118
120
124
IN
132
IN
140
144
30
•9M.IW
a90),IW
•9M-M
•901.130
•M.Ix
+901-IM
•901.1W
•901030
+9M-IW
MAW
a901.13D
•9W-130
+901-IN
+9M-131
+9W-130
+901.191
•M.130
+901.130
+D01-130
+901-130
32
•9M.130
•9M-130
+9M.Im
•M4W
+M.13)
+90mw
+9W.lw
+9M,IW
+9M-131
+".130
•901.130
+801.130
•9M1D
•801-130
•9M-130
+9W.130
+90A130
+9W.130
+9M.130
3/
•9W.IW
+9W-13]
+M.1v
•M.IW
•M.1m
+M.Im
•M.Ix
+9M.Im
+9 FIW
+9W-131
•901.130
•901.130
•9W 130
•9W-13]
•9W-131
a9W.130
.gpl-1M1
W
+9W.IW
aM.Im
•90F1W
a9W-130
a901.130
•90/43)
+9M.Im
+M.IW
+M.1m
+901-IM
•9014M
+M-130
+9W.IW
+9W-lm
+9 .Im
+9M.130
38
-M-130
+9 .IW
+9W.Im
•9W-130
+9 -Im
•001-IW
•M.IW
+901.130
•901-IW
•001.1x
•MAW
+901_13D
a9W129.2
+901-122.3
49
•9M-Im
+901.133
•M.IW
a9W.IW
+=.IN
•9M-IN
•M.IM
•9W-130
+9W-1ID
•91-12&0
•MiZ3.2
•9 -I&
42
•9M.Im
•9M.IN
+M.Im
+9M.IW
•9W-IN
+=.IN
+M-1W
•M.1203
a9W-123.2
+M.11D.1
+9W-116.4
44
•9W.130
+M.IW
+9M.IW
+M.Im
+901.13]
•M.1W
•M.1W
+9W-1245
.0.119.4
•901.115
46
•9W-130
+9W.130
MAW
•9M-131
+9W-130
+90 11W
+96'.126.9
•9W.120.5
.0.115.3
a 40
+9WAM
+9W.IW
•901-130
+9M-IM
+9M.130
+0.129.7
•901.123
a9W-11&6
50
•9W-130
•9W-13D
+90t.IW
•9W.IW
•9M.135
•9W.128.2
+39.41419.
N 52
+9MAW
.9W-M
+9 .IW
+9W-130
•9W.1W
+8&81-123
54
+ODI.IW
I9W W
•9W-IN
•9W.130
+00.M.1Z1.1
56
+901.13)
+9W.130
+901.130
+89U-129
50
•901.IN
I m-IW
•901-IN
60
+901-130
•9W-13D
+09.W-129.
62
+901-1W
+90I-130
64
+0011W
•90130
66
•9W-13
67.218
•wl.im
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUSTRACT 1- FROM THET9'-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION,
2)FOR SIZES NOTSHOWN. ROUND UP TO THE NEXTAVMIABLE SHORTOR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS. FINDTHE SMALLEU WINDOW SIZE W THE TABLEADOVE WHICHTHE OVERALL DIMENSIONS COMPLETELY FR WIRIIN.
4)THIS SHEETAPPLIES ONLYTO FLANGE AND EQUAL -LEG WINDOWS. DO NOTUSE WTH FIN -FRAMED WINDOWS.
7I1VI.AMINATED
GLASS STACK -
.090-SGINTERLAYER
X16• HEAT
311V HEATSTRENGTHENEO GLASS • STRENGTHENED GLASS
4 11
USED AT CURVED
FRAME@11-71WO.C.MLY 29 MB• FF
®11-]/B• O.C. MA% i GLASS SITE
EXTERIOR
a
GLASS TYPE 6
i-1116• NOM.
GLASS STACK T/16-LAMINATED
GLASS STACK
3/16'TEMPERED GLASS 3116' HEAT STRENGTHENED GLASS
• 3Hs-HEAT STRENGTHENED GLASS
711W MR SPACE_ .OBW SG INTERLAYER
EXTERIOR
a
518'
GLASS BITE
GLASS TYPE 8
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
Imo- LONG SIDE 1
SHORT 1
SIDE
+ _I SNORT I_
.L -�1 SIDE 1�
I— LONGSIDE �{
SHORT
SIDE F=
L
0LONG
A SIDE
1
SHOE
SIDE
EDGE
DISTANCE
INSTALLATION
TYPE A
4
WINDOW EXTERIOR
BUCK
HEIGHT
OP-TO-T
WINDOW I HEIGHTIP VISIBLE IT
231P
DMENT
+ 1.
2X WOOD BUCKSTRIP
ORFRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT
NOTE 2, THIS SHEET TYPE C TYPE B
EMBEDMENT 1X WOOD BUCKSTRIP,
E..._. 1/4-MAX SEE NOTE 2, THIS SHEET
C EMBEDMENT I SHIM
tt EDGE
DISTANCE
TYPE. ER SEDMEMAND EDGE
11-1L EDGE DISTANCE PER SUBSTRATE, DISTANCE
EDGE R SEE TABLE S. THIS SHEET
�1l4'MA% DISTANCE
11 SHIM
TYP.ANCHORTYPE,
EMBEDMENTANDEDGE
DISTANCE PER SUBSTRATE,
SEE TABLE B, THIS SHEET
AT CURVED
` v EXTERIOR
E MEMBERS ONLY
Ire' O.C. MAX
" : M
CONCRETEICMU
�n�
4 V
'-
PER ANCHOR
LIGHT
VISIBLE LIGHT WIDTH=�
REQUIREMENT
WINDOW BUCK 2-914'
-
WIN00W BUCK WIDTH
CONCRETE/CML
TIP.TOTIPWINDOW WIDTH
PERANCHOR
REQUIREMENT
114-MAX. SHIM -�{
HORIZONTAL SECTION A -A
Nit STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 8,
THIS SHEET
INSTALLATION
METHOD D
INSTALLATIONANCHOR
UNDERNEATHTHE
BEADING tEUERIOR
MMMI-DADE APPROVED MULLION -
ISEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE B,THIS SHEET
ri/4'MAXSHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETEPER
ANCHOR
REQUIREMENT
INSTALLATION i-- EDGE �TYp ANCHOR TYPE, EMBEDMENT
DISTANCE I AND EDGE DISTANCE PER
TYPE B SUBSTRATE. SEE TABLE S,THIS SHEET
VERTICAL SECTION B-B
TAALE A
Ammo,
Bu64lmlo
Min. Ed,
Dlelance
Min. Embedment
MeT O.C.
S .,m
912 orp1441085 Scrow
P.T. SON em ina 6 = .
Y
Aluminum 000175 W.
SIB'
0.06Y
12
A3IISN.1
JIB'
O.UB3'•
TV
Steel Slutl1 1.. 3l min.
310'
0.046IBGa •WAM
'
A:'4eY9.
M'
Steel Slut. Or. 33 min.
2'
SIB•
0.046'(to Ge •
12'
114.410 SS CmleFlae
Un9routed CMG.(ASTM C-90)
2AIY
1.114-
IV
Conemto(min. 3.35 ke1)
1•
1314•
1Y
Il4'6teelUllmcon
Cene.te(min. 2.85 ka1
1'
1.314'
12-
Conemla (min. 2.B5 keB
2-0IY
1310'
12'
Undroulad CMU,(ASTM C90
2-0IY
1-114'
1Y
Grouktl CMU A6iM 090
2dIY
1314•
12'
5118' Steel Ultteem
CoM 16 k41
1-114'
13M'
12'
GHTM CAO
rouletl CMU AU, (A
2-11Y
1 1JI4'
12'
-MIN.QhJ INXCAUpleeTUNU Xt MtlN UkJt elI lte.
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 SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'. 1X WOOD BUCKS ME
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X'ARE 1-TV 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.
p�O�q LYNN 4f14,
A� '�10ENSE •'•FP
* • No. 58705
LUZ
E�F3
%,O•c� ...ALOmoa,.�G�
EDGE
DISTANCE
INSTALLATION
TYPE E
WINDOW
BUCK
HEIGHT (j
VISIBLE I
LIGHT
HEIGHT =
WINDOW
2X WOOD BUCKSTRIP
EMBEDMENT L
�L EDGE
DISTANCE
1/4'MAX -�
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
1/4' MAX. SHIM
B12 STEEL —a
ELF -DRILLING SMS
(05). SEE TABLE 9,
THISSHEET
INSTALLATION
TYPE H
INSTALLATION
TYPE G
--rr EMBEDMENT
1/4'MM
SHIM
Lj
CONCRETE(CMU
PERANCHOR
REQUIREMENT
r
EXTERIOR
v
MIAMI-DADS APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE RTHIS SHEET
IXWOODBUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETEPER
INSTALLATION
TYPE F
SEE NOTE 2, THIS
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 0. THIS SHEET
EXTERIOR \
4
WINDOW
LIGHT WIDTH= 6
WINDOW BWBUCKUCK WIDTHDTH -'
WINDOW BUCK WIDTH ��
HORIZONTAL SECTION I
TABLE B:
EMBEDMEM
' EDGE
DISTANCE
I
CONCRETEICMU
PER ANCHOR
REQUIREMENT
Anolmr
Snbelmle
Min. Edge
Oli
Min. Embedment
Max O.C.
SPI
012or B1441OSSSomw
P.T. SedhanPne -0.
1'
I3Tw
1
AWminem, 6061T5 min.
SIB'
0.G5'
A36 Steel
we-
Gen.-
iT
Steel SIW, Gr. 33 min.
SIB'
0.045' 18 Get '
IT
012mp1d Steel Sulam (OS)
P.T. SON15ea Pine(BG=0.WS
8116'
1318'
12•
Aluminum, 601T5 m1n.
A388Nc1
3l8'
SIB'
04W-
0.003'—
12-
12-
SIeelSIW,Gr. 33Min.
wr
0.045.18 Oa
12'
114.41088 Cmt4Floe
Untanned OMV.(ASTM CAD)
2-1IY
1-114-
II'
Concmte (.In. 3.35l an)
1'
1314'
12
IW Steel UII
Concmt.0in.2.05 kell
P
14M'
12'
Catania (min. 2.05 e9
2.1/Y
1318'
12'
UapmNl0d CMU (ASTM O9U)
2-112'
11I4
1T
Grouted CMU STMCW
2-11Y
I 1314'
I 12'
511YSIeeIU1Yewn
DWI gram. SS Man'
I1-116'
1<Vd'
12'
GaPIW CMU, ASTMC 0
2-11Y
1314'
12'
MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE.
�I
EMBEDMENT ANCHOR INSTALLATION NOTES:•.
4 REQUIREMENT No. 58705 •,
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMSEDMENTAND EDGE DISTANCE LIMITS.
INSTALLATION I • 2. WOOD BUCKS DEPICTED ON THIS SHEETAS'1X'. ARE BUCKS WHOSE TOTALTHICKNESS IS LESSTHAN I-lw. IXWOOD BUCKSME -N •U
TYPE t'�'� EDGE TYP. ANCHOR TYPE. EMBEDMENT OPTIONAL IF UNIT GAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTEDAS'2KME 1.IIYTHICK OR GREATER. %� STT I�f3
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORASMPROVED BYAUTHORRY HAVING '�,G P
SUBSTRATE, SEE TABLE S. THIS SHEET JURISDICTION. 11�C`s'•.,�ORIOP.'(2��`
VERTICAL SECTION D-D 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. A. LYNN MILLER P.E.
P.E46i
EMBEDMENTANDEDGE --j EMBEDMENT
IISTANCEPERSUBSTRATE,
SEE TABLE 10. THIS SHEET
INSTALLATION
TYPEI
EMERIOR
a
VISIBLE
LIGHT
HEIGHT -
WINDOW
INSTALLATION
TYPE
2X WOOD SUCKSTRIP
ORFRAMING,SEE INSTALLATION
NOTE 2, THIS SHEET TYPE J
'ODE EDGE
2 DISTANCE DISTANCE sUe
_ O zx WOOD BucKSraIP
ORFRAMING.SEE
NOTE 2,THIS SHEET
EMBEDMENT
EOATCU RVED
L
LA ME MEMBERS ONLY
11-7/FO.C.MAX.
1/4'MAI SHIM
INSTALLATION
TYPE L
IHOSTEEL
TYP.ANCHORTYPE,EMBEOMENTAND
EDGEDISTANCEPERSUBSTRATE.
SEE TABLE 10, THISSHEET
INSTALLATION
TYPE K
EDGE DISTANCE wl
ffi OR FRAMING, SEE fiO
ORFRAMINO,SEE
NOTE 2, THIS SHEET
EMBEDMENT
EXTERIOR
WSIBLE LIGHT OWBUCKWID H-2- V
DTH
WINDOW BUCK WIDTH-2.314'
— WINDOWBUCKWIDTH
HORIZONTAL SECTION E-E
Min Edge
Max. O.C.
Anchor
SPCatmte
Distance
S al ng
-��UQN
2-1/2"x Nall
P.T. SWIham Plna SO=UbS
5'
2-/l2x.i31'Cammen Nell
Common
P.T. SWthern Pine GG=0.li5
3IB'
Ulu"
6
2-IM'X.14V RW3n Nell
P.T. SOulhan Pine SO=0.55
318-
F
P.T. SWihern Pine SG=O.ES
1/2'
F
EMERIOR
0093'Aluminu8083-T6min.
8f1F
F
ORF2XWO MING.SSTflIP
SEE
n
YfOx 1'Steel 9creK
AM
Silly
F
NOTE 2,THI5 SHEET
NOTE 2, HIS
V
�1T4-MAXSHIM
ROVEOMUWON
(SEE NO
(SEE
t,9teelStu Gr. 33
OUT 18 Ga ST
(is
Silly
F
ATE.
•MIN.OF3THREA09 BEYOND THE METAL SUBSTRATE.
SALUMINUM,
FIRMIIN SMD
STEELSSSUBSTRATE
PROPEL
RTIES.
SEE SUBSTRATE PROPERTIES.
TABLE tO.THISSHEET
TABLE
EDGE DISTANCE
�_
INSTALLATION NOTES:
TYP. ANCHOR TYPE, EMBEDMENT
EMBEDMENT AND EDGE DISTANCE PER
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
SUBSTRATE, SEE TABLE 10, THIS SHEET
2. WOOD SUCKS DEPICTED ON THIS SHEET AS'IX', ARE BUCKS WHOSE TOTAL THICKNESS 19 LESS THAN I-112'. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2VME 1dR'THICK OR GREATER.
VERTICAL SECTION F-F
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS DRAB APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF ASM TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
2X WOOD BUCKSTRIP
EDGE OR FRAMING, SEE INSTALLATION TYPE
DISTANCE NOTE 2, THIS SHEET INSTALLATION "�—� EMBEDMENT
INSTALLATION TYPE M FOR METHOD
S INSTALLATION TYPE N
EMBEDMENT METHODONLY,
FOR THIS INSTALLATION —1 ANCHORSMAYSENO
.C.
ANCHORS MY
1M•MA% •MORE THAN 6'O.C.
ANCHORS MAY BE NO M ENT O SHIM
• MORE THAN CD,C. 1X WOOD E2. THIS SHEET
2X WOOD NG SEE
NOTE 2. THIS SHEET PRODUCT RPMiNSD
OR FRAMING, SEE w m9pumoamlhe Ficnda
NOTE 2, THIS SHEET M pw•Cen nCn2 O
U4•MAX TYP. ANCHOR TYPE, EMBEDMENT AND UM4 "`•'IyGv
3 SHIM EDGE DISTANCE PER SUBSTRATE,
4 TYP.ANCHORTYPE, g SEE TABLE II, THIS SHEET glMyaiRCmvub
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11 SEE TABLE II, THIS SHEET 3
USED AT CURVED EDGE ry
EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE O EDGE n"
011.7m, O.C. MAX. DISTANCE
CPER ANCHOR ti
PER ANCHOR CONCRETEICMU M Y
WINDOW REQUIREMENT 4 11 PERANCHORBUCK NISIBLE LIGHT a Nnea
HEIGHT 1/4'MAX. SHIM —a� 1"� 1. NDOW BUCK WIDTHm -314 REQUIREMENT Q Q M o
^t WINDOW BUCK WIDTH EXTERIOR y n ^ elm Q ne'
VISIBLE
LIGHT
HEIGHT-
INSTALLATION
TYPE N
INSTALLATION TYPE O
Fe —FOR THIS INSTALLATION
METHOD ONLY,
ANCHORS MAY
NO
• MORE THAN S'O.C.
5125TEEL
SELF -DRILLING SMS
(G5), SEE TABLE ID,
THIS SHEET
rrr.xl ENT NDS 'ylT EXTERIOR
I". Aor ENTANDEOGE � 1
DISTANCE PER SUBSTRATE,ID
SEE TABLE 11. THIS SHEET
r1/4-MAXSHIM MIAMI-DADE APPROVED MULLION
1 (SEE SEPERATE NOA), ALUMINUM.
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
1X WOOD BUCK
STRIP,
II.THIS SHEET
B
� SEE NOTE 2. THIS
SHE SHEET
EDGE
DISTANCE
VERTICAL SECTION H-H
HORIZONTAL SECTION 0-13
TABLE II:
AncNm
SOoelrom
Min.Min.
Emoedmanl
Max. O.Ing G.
pa
#12or#1441OSSScrew
P.T. Southern Pine G•0.55
14'r
8•
Aluminum 508>T5min.
0.003•'
B'
A30Steel
o.OBT'
0•
Steel Stud, Dr. 9 min.0.045.
10Ge •
0'
012 or N14 Steel SareW(GS)
P.T. SOWkem Pon SG-0.55
1dw
0'
Almnlnum, o0B3-T5 min.
Bov
0•
A36 Steel
0.08T-
0'
Steal Stud Gr. Mouln.BINS'
10 Ga '
0'
1/4'4103S OeteFle2
muted CMU, ASTM 090
Lt/4'
12`Germane
(min. 3LW kep14W
1TConaretc
IN'SteM URNcon
min. 2.05 hotW14'
IT
Concmtemin. 2.85 ke1
1SI0'
tT
V rained CMU ASTM G90
2-012'
1.114'
tY
Grouted OMU AS1MG90
2-1IY
12214'
IY
6110' Steel Ullrocoo
Cawrela min. 3.5 kfl
1.1'
1d4•
12Y
Grouted CMV AS1M G90
2-112'
Id/4'
f2•
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
INSTALLATION NOTES:
1. USE ONLYANCHORS LISTED ONTHIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IV, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-In%1X WOOD RUCKSARE
OPTIONAL IF UNITCAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X•ARE I-1(4•THICKOR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTHERS ORASAPPROVED BYAUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME.
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM.
USE GASKET
AND/ORSEAfANT
30
ASSEMBLY DETAILS
FOR FIN FRAMES
ANGLED/CURVED ANGLEDICURVED Bxpi�
FRAMEASSEMBLY FRAMEASSEMBLY
SO- CORNER SW CORNER M ami Uade Fr03eU(bntro
FRAMEASSEMBLYgMITERED
FRAMEASSEMBLY
10
ALLCORNERSTok
USE GASKETAND/OR SEALANEOVAL-LED FRMIE
PPF�NGEFRUME
FLANGE FRAME O 0EGFRAMEFRAME WITH IMERIOR MITERED FRAME WITH INTERIORRIOR FRAME WELDS ANDEKTERIOR FRAME WELDS O, m -e
(SHOWN) OR CORNER KEYSAT (3HOWN)ORCORNERKEYSAT 01
SCREW BOSSES. SEALANTATALL CORNERS dO1ICIL SCREW BOSSES. SEALANT AT ALL CORNERS zL 'I>_ ro W u �0
AI IA 30 00 5 N r
Item
9
PGTPeR#
Description
Melerlal
1
4263C
Flanged Fmme
Alum. 6063-T5
2
4286
Equal4eg Frame
Alum. 6063-TS
3
4256
htsgral Fin Frame
Alum. 6063T5
4
4265
7116' Lent, Glass Bearing
Alum. 8053-T6
6
4254
I,G. Glass Beedng
Alum. 606346
Be
4270
Installation Fastener Corer
Alum. 605345
Gb
4224
hstollation Fastener Corer
WgId PVC
10
7058M
Gasket (at 90' comer Joints)
Polyethylene
11
TP247/8
Vhyl Bulb Weethemidl,
Flex PVC, Dim. 65+1-1
13
Dow 899, GE 7700 S01cons or EquiV.
20
71052K
Setting Black, Mono 3176" x 711V x 4"
Neoprene, Dun. 85 N-1
21
71704'
Setting Block,I.G. 3'16" x 1-3132'x 4"
Neoprene; Dim. 85 +/-1
22
WRAK718
71i6" DumSeal Spacer
29
1#6x 1-1/4" FH SMS
Stainless Steel
So
781PQ%
#Bx T'Quad PHSMS
Stainless Steel
1�079' 082• 014' I 002'
� 1.376' 1
AT6' L T
.930' 15 Sao- .430'
A00'
600. O FLANGE FRAME O EQUAL -LEG FRAME
#4253C, 6063-T5 #4285,6063-T5
� -97Wr 7—
II `jyiiY
876' I II
T�,050.
7/16" LAMI
OGLASS BEADING
#4255, 8083-TS
_IIIILLdyddd[+— .346'
876- R
—�j�— .050-
I.G. GLASS
5 BEADING
#4254, 6063-T5
2.]84'
099• + f
1 074' r .02'
V f r 050'aoor
Lizs'
� OT]'
3 FIN FRAME
#4256,6063-T5
A50�
INSTALLATION
8B FASTENER COVER
#4270, 8083-T5
Florida Building Code Online
Page 1 of 3
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ProfeSsiI USER: PublicDser BY
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CroMrt Annmval Menu > Product or Aooliration Search > Annna#Ion I ist > Application bobtail
4
Application Type Revl
Code Version
Application Status oved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratiFletl by the POC
and/or the Ccmmission if necessary.
Comments
Archivetl
product Manufacturer
Address/Phone/Email Drive
Nokomis, FL 34275
(941)486-0100 Ext 22318
druark@pgtindusvies.wm
Authorized Signature Jens Roso.ki
Jrosowski@pgbntlustries.wm
Technical Representative Jens Rosowski
Address/Phone/Emall 1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 21140
Jmsowski@pgbndusIAes.com
Quality Assurance Representative
Address/Phone/Email
Category
NESM
Sublategory
Compliance Method
Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By MlannkDade BCCO - VAL
Referenced Standard and Year (of Standard) Standard Year
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted F 02/20/2015 60PY
Date Valitlatetl 03/02/2015 Date Pen0lnq BC ApprovalDate Approved 03/04/2015
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3 D... 5/ 13/2015
Florida Building Code Online
Page 2 of 3
Summary of Products
L0
EL-0—
Model Number or Name
Description
242.1
HR - 210 (Nan -Impact)
Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL242 R17 C CAC 11-1201.04 HR2 D,gj
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/05/2017
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
F1242 R17 11 11-1201.04 HR210.Ud
j for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.2 JKR - 510 Large Missile Impact)
WlnGuard Vinyl Horizontal Railer Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL242 R17 C CAC 11-t114.05 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/17/2016
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL242 Rli 11 11-1114.06.odf
1 for product performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third! Parry:
242.3 lHR-610(Non-Impact)
WlnGuard Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL242 R17 C CAC 11-1114 05.odf
. Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
07/27/2016
i Design Pressure: N/A
Installation Instructions
I Other: Please see the Mlaml-Dade County Notice of Acceptance (NOA)
FL242 A17 11 11-1114.05.odf
for product performance information, anchorage details, and anchor
Venfied By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
i
Evaluation Reports
Created by Independent Third Parry:
242.4
WinGuard Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HV
FL242 R17 C CAC 11-1114.04.00f
I Approved for use outsitl es
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/21/2016
Design Pressure: N/A
Ins: nstrwrtbn.
Other: Please see the Mlami-Dade County Notice of Acceptance (NOA)
for product performance Information, anchorage details, and anchor
g✓ K .auzuzifurtflWBdff'fiCeShc[6 K
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Thlrtl Parry:
242.5 JHR - 810 (Large Missile Impact)
Multi -Story Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL242 RIZ C CAC 12-0716 06 LM pot
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
11/01/2017
Design Pressure: N/A
Installation Instructions
Other: Please see the Mlami-Dade County Notice of Acceptance (NOA)
FL242 R17 it 12-0713 05 LM odf
for product performance information, anchorage details, and anchor
Verified By: Mlaml-Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
1242.E IHR - 810 (Small Missile Impact)
Multi -Story Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL242 R^_J C CAC 12-0218.05 SM odr
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
11/01/2017
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
F1.242 fill 11 12-0718.OS SM.odr
1 for product performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
I type, size, and spacing informaton.
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Parry:
242.7 HR-2710
Vinyl Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL242 R:J C CAC 11-1114.09.od!
Approved for use outside HVHZ: Yes
FL242 RIJ C CAC 11-1114 10. callP
Impact Resistant: Yes
FI-242 R17 C CAC 11-1114At,odr
Design Pressure: N/A
Quality Assurance Contract Expiration Date
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
12/23/2015
1 for product performance information, anchorage details, and anchor
Installation Instructions
type, size, and spacing Information.
FL242 R17 11 11-1114 09 odf
FL242 R17 It 11-1114.10.p51f
FL242 R17 11 11.1114.11.ocif
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
1242.8 HR-2810
Vinyl Horizontal Roller Window
1 Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
F1_242 Rll C CAC 11-1114._u ndf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/23/2015 1
Design Pressure: N/A
installation Instructions
Other: Please see Ne Miami -Dade County Notice of Acceptance (NOA)
FL242 R17 11 11-1114.I I.odf
l for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
j type, size, and spacing Information.
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
242.9 SGD-2500 Window
luminum Horizontal Roller Window
http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 5/13/2015
Florida Building Code Online
Page 3 of 3
Limits of use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL242 RI C CAC 12-0730.0, WOW.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
05/2212018
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL242 R17 11 12-0730.01 WDW.odf
for product performance Information, anchorage details, and anchor
Verged By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Intlependent Third Party:
Evaluation Reports
Created by Independent Third Parry:
242.10 SGD-770 Window
Aluminum Horizontal Roller Window
Limits of use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL242 R17 C CAC 14-0320.03 Window.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/12/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL242 R17 Il 14-0320.03 Wind0w.odr
for product performance Information, anchorage details, and anchor
Veri0ed By: Miami -Dade BCCO - CER
type, Size, and spacing Infomlation.
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
m
Contact :: 1940 North Monroe Street. Tallahassee FL 32399 Phone- 850-4417.1824
The State of Florida Is an AA/EEO employer. Coovtlaht 2007-2013 State of Florida.:: Privacy Statement:: Accessibility 5tatemenl:: Refund Statement
Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a pub
mall to this entity, instead, comact the office by phone or by traditional mail. If you have any questions, please contact 85t
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department w.
smalls pmvlded may be used bar offltlal communication with the licensee. However ¢mall addresses are public record. if you
please pmvide the Department with an email address which can be made available to the public. To determine If you are a
click here .
Product Approval Accepts:
Wj WN Cat =
Cra ttt&A E
http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 5/13/2015
MIAMI—DADE COUNTY, FLORIDA
� PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 20' Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2509
NOTICE OF ACCEPTANCE (NOA) mmw.miamidade.nov/eera/
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 PERA
-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.
PERA 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.
DESCRD'TIUN: Seri4ho-710" Alnm rt m ortzo tal lion w.7t.MJ.
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through 1.1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by
PGT Industries, Inc., dated 02/01/2012, 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 RATINrge and nttl ssil Impa R staet.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E
FILE
MIAMFDADECOUNTY 5'�Q- —ll 4.04
2 g ly rtt+on ber 016
it Date: February 16, 2012
Page I
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underNOA's No.'s 67-0815.09 and 06-0405.06) m` "
2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through I of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011,
prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony
Lynn Miller, P. E.
B. TESTS
1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda
P. E.
(Submitted under NOA No. 07-0815.09)
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, Type "C" sliding window, Grade 10,
per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04
Along with marked -up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo
Largaespada, P. E.
(Submitted under NOA No. 06-0405.06)
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
6) Forced Entry Test, Type "C" sliding window, Grade 10,
per FBC 2411 3.2.1, TAS 202-94 and -per ASTM F 842-04
Along with marked -up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo
Largaespada, P. E.
(Submitted under NOA No. 06-0405.06)
Jaime D. Gasco , P. E.
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: December 21, 2016
Approval Date: February 16, 2012
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC,
prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L.
Clark, P. E.
(Submitted under previous NOA No. 07-0815.09)
2. Complies with ASTM E1300-98/ 04
D. QUALITY ASSURANCE
1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. I1-0624.01 issued to E.I. DuPont DeNemours & Co.,
Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on
. 12/11/16.
2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP
Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009
supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn
Miller, P. E. '
2. Statement letter of no financial interest and independence, dated 10/25/11, signed and
sealed by Anthony Lynn Miller; P. E.
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller, P. E.
4. Statement letter of no financial interest, conformance and compliance with the FBC-
2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E.
(Submitted under previous NOA No.11-0630.02)
5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda,
P.E.
(Submitted under previous NOA No. 07-0815.09)
Jaime D. Gascon, P.
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: December 21, 2016
Approval Date: February 16, 2012
E-2
PdT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FT1, 4859,
issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed
by Edmundo Largaespada, P. E.
(Submitted under NOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 11-0630.02, issued to POT Industries, Inc. for their Series
"HR-710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011
and expiring on 12/21/2016.
94-�-
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: December 21, 2016
Approval Date: February 16, 2012
E-3
GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPEREDGLASSCAP.
B. 516' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1S' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX4(EEPSAFE
MAXIMUM PVB INTERLAYER.
C. 5MW LAMI CONSISTING OF (2) LITES OF I/W HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEVIKEEPSAFE MAXIMUM PVB INTERLAYEP
D. 7116' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
E.716' LAMI CONSISTING OF(1)LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE
NOA DRAWING MAP
MAXIMUM PVB INTERLAYER.
SHEET
F.7f18' LAMI CONSISTING OF(2)UTES OF 3118' HEATSTRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE 0R SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
GENERAL NOTES........... ..:
GLAZING DETAILS ............ 2
G.13/1W LAMI IG:(1) LITE OF I1W OR 3/16"ANNEALED(MIN.) GLASS, 5/I6'OR31VAIR SPACE AND 5/16" LAMI CONSISTING OF(2)LITES OF I/B'ANNEALED GLASS WITH A
DESIGNPRESSURES....... 3
.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
ELEVATIONS ..................... 4
VERT. SECTIONS ............. 5
H.13/16'LAMI IS: (1)LIM OF IlW OR WIWANNEALED (MIN.) GLASS, 511VOR SlWMR SPACE AND 5176- LAMI CONSISTING OF (1) LITE OF IM'ANNEALED GLASS AND (1) LITE
HORIZ. SECTIONS ............ 5
OF 11W HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
PARTS LIST ................ -- 6
EXTRUSIONS .................... 7
1. 13/16"LAMI 10:(1)LITE OF I/8"OR 3/1V ANNEALED (MIN.) GLASS, 5/16'OR3/9'AIR SPACE AND&IV LAMI CONSISTING OF (2) LMES OF 10 HEAT STRENGTHENED GLASS
CORNER DETAIL..............5
WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
ANCHORAGE .................... 8-11
J. 13/16- LAMI IS: (1) LITE OF 11W OR 3116' ANNEALED (MIN.). GLASS. 3/16" OR 1/4' AIR SPACE AND 711V LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN
.090 DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM PVB INTERLAYER.
K. 1311V LAMI IG: (1) LITE OF I/V OR 3/1V ANNEALED (MIN.) GLASS, 311V OR 114" AIR SPACE AND 71V LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE
OF 3/16' HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
L. 1311V LAMI IS: (1) LITE OF I/V OR 3116-ANNEALED (MIN.) GLASS, 3116- OR 1/4-AIR SPACE AND 711W LAMI CONSISTING OF (2) LITES OF WlV HEAT STRENGTHENED GLASS
WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
2. CONFIGURATIONS: OX, X0 XOX
3. DESIGN PRESSURES: (SEE TABLES, SHEET 3)
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1500-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02.
4.ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH II F0RANCHORAGE DETAILS.
PRODUCI'ROVISED
SHUTTERS ARE NOT REQUIRED.
RAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
pp�pj3 +
Da
aY
M1am1 OaOpo-
AND FTL-5330.
EFERENCES:TEST REPORTS FNOA.
04- 721.01. 0
BLOC TEXTRON-200 04-07WOO
CONSTRUCTION
ANSItAF&PA.2006A NOSALUMINUM
05 FORDESIGN
IIIII77
LYNN I/
ADM3005 ALUMINUM DESIGN MANUAL
MANUAL
HIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THEREQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY
pN'I ....74 !�
�` 1N':'VICENSF '•.'P
J •-* �%
.HURRICANE ZONE(HVHZ}
,FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G • L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED.
—
' J.
1N11/fl
E
FBL2010000E CHANGE
Im3 TEcm4owcr09NE
NOROMi3,R34213
"0Pd
GENERAL NOTES
ALUM. HORIZONTAL ROLLER WINDOW IMPACT
P '•, BT T OF
�O ALOR1o?:'C9j`
'
I 6'2D/If
a
ADDWKl CVW8ETENPEREa ♦3UFTNom
WIM7
c
AaDFn,433o 7DMorEB 7&CHG Nn7E3 tocuRruNrron.
P.o.eo3lsm
NONOMIS.R.34]74
A. LYNNMIILEH,IPE
3p
an
pP.
Vil*Beltn
eiL
F.K.
2i2&DB
J.J.
343/OB
H8710
NTS
1 e 11 4117.10 E
P.EJI63m3
r G] EXTERIOR INTERIOR
12' NOM. :5j
163,64.65
0 NOM.(ALL SEC110NS)
GLASS BITE ASS BITE60,61,62
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
1/6" ANNEALED OR HEAT STRENGTHENED GLASS
.�5/16' NOM.
:GS[tl4LL`i/Nll �i �i�
12'NOM.
GLASS SITE
V 118° ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
5/16' LAMINATED
5/16' OR 3/8' AIR SPACE
1/8' Oft 3116' ANNEALED OR TEMPERED GLASS Qp
13116" NOM.
13/16" LAMI IG GLASS W/ 5/16" LAMI
3/16"ANNEALED
7/16" LAMINATED GLASS
12' NOM.
GLASS BITE
GLASS
3/16" ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVS INTERLAYER
3/16' ANNEALED OR HEAT STRENGTHENED GLASS
7116"LAMINATED
311V OR 1/4-AIR SPACE
11W er 3/16'ANNEALED OR TEMPERED GLASS
13mv' NOM.
13/16" LAMI IG GLASS W/7/16" LAMI
QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G • L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED.
NONOMI9, FL U274 L/Al(rfy $p(/y
2 a 11
PRODUCTREVISRD
m4^l the Ilaride
nmpl7ih
mldmgc— 4'
renw No
Dam
6
17
M' Dado PwduU
•k No.55705
y j LU
It/
0
TABLE
XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER)
WINDOW
GLASS
WINDOW HEIGHT
WIDTH
TYPE
26"
36"
38318"
48"
SO S78"
54"
60"
63"
84"
A,B,G,H
+60.0
-60.0
+60.0
.60.0
+60.0
50.0
+60.0
-60.0
+60.0
•60.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
96"
A,B,G,H
+60.0
50.0
+60.0
-60.0
+60.0
50.0
+fi0.0
-60.0
+60.0
-60.0
+60.0
-60.0
+58.8
-58.8
+56.2
56.2
1063l8"
A,B,G,H
+60.0
-60.0
+80.0
-60.0
+60.0
50.0
+60.0
50.0
+60.0
-60.D
+60.0
50.0
:26
+55.2
-55.2
+52.3
-52.3
108"
A,B,G,H
+60.0
50.0
+60.0
50.0
+60.0
-60.0
+60.0
-60.0
+60.0
-60.0
+60.0
+64.6
-54.6
+51.7
51.7
111"
A,B,G,H
+60.0
60.0
+60.0
50.0
+60.0
-60.0
+60.0
-60.0
+60.0
•6D.0
+59.5
59.5
+53.6
-53.6
+50.9
-50.9
UP TO 111"
C,1
+60.0
-60.0
UP TO 111"
D,E,F,
J.K.L
+75.0
-75.0
XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER)
WWIIDTH DOW I GASES WINDOW HEIGHT TYALL HEIGHTS UP TO 63"
TO 867116" A,B,C, -
G,H,I 1 +60.0 1 -60.0
II TO 66 7116"
TABLE 3.
ND XO LANG OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER)
WINDOW I GLASS WINDOW HEIGHT
-WIDTH TYPE 1 26" 1 36' 38 318" 48" 1 60 518" b4" 60" mo3ar
74"
UP TO 74"
TYPES: TEST REPORT
5/16" LAMI - (1/8" HS, .090,1/8" HS)
7/16- LAMI - (3/16" A. .090, 3/16" A)
7/16" LAMI - (3/16- A, .090, 3/16" HS)
7116" LAMI - (3/16" HS..090. 3/16" HE
+76.0
FTL-4859 (OX 5 XO) AND FTL-5330
e
FOR INSTALLATION IN
THE HVHZ ABOVE 30
FT, GLASS TYPES G -
L SHALL HAVE A
TEMPERED I.G. GLASS
CAP. BOTH THE DP
AND ANCHOR
QUANTITY REMAIN
UNCHANGED.
+76.0
-75.0
+75.0
-75.0
+75.0
-75.0
-1'a'F.0]
ip
fRODUCI' RBVISED
m�mrinPs"aie�F�lao
Ini'ie
o ,6
WMdi iUcuwamm
+75.0
•75.0
+75'0
-75.0
+74.2
-74.2
'.0,2
-
+75.0
-75.0
+75.0
-75.0
+69.6
-69.6
+65.
+75.0
-75.0
+75.0
-75.0
+68.1
-68.1
+63.8
-63.8
+75.0
.75.0
G. 13116" LAMI IG-1/8" OR 3/16-A (MIN.), 5116" OR 3/8" AIR SPACE, 5116" LAMI - (W-A, .090,1/8"A)
H. 13/16" LAMI IG-1/8" OR 3116"A (MIN.), 5116" OR 318"AIR SPACE, 5116" LAMI - (1/8"A, .090,1/8"HS)
I. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 318" AIRSPACE, 5116" LAMI- (1/8"HS, .090,1/8"HS)
J. 13/16" LAMI IG-118" OR 3116'A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3116"A)
K. 13/16" LAMI IG-1/8" OR 3116"A (MIN.), 3116" OR 1/4' SPACE, 7116" LAMI - (3/16"A, .090, 3/16"HS)
PA. up." p
NOX0Mi5.ft NN4
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ANCHOR QUANTITIES, XOX(114-1/2-114)WINDOWS
TABLE
NOTES:
GLASS TYPES A,B,C.G,H,I
GLASS TYPES D,E,F,J,N,L
1. ANCHOR TYPES:
ANCHOROUANTITIES
XOX
113.113.713
WINDOWS
TABLES
NOTES:
,
Of AS-=..S�Aa6
GLASS
TYPES C.D,E,F,I,{K,L
2',3.
9 $_
2.3. WOOD
2, CONC
1, CONC
ANCHOR TYPE
1. ANCHOR TYPES:
&SUBSTRATE
1.1/4-ELCOTAPCONS 2-1/4"ELCOSS4CRETE-FLEX 3-k12STEELSCREWS(G5)
m 2. GLASS TYPES: D
A. 5116' LAMI -(1I6" A,.09D, 1lS° A) FOR INSTALLATION IN THE HVHZ ABOVE 30
Z
ZONES
ZONES
ZONES
ZONES
ZONES
WINDOW 612E
HEAD & S01
m
HEAD B SILL
m
HEAD 8 SILL
m
HEAD 8 SILL
m
HEAD & S&L
m
HEAD &SILL
W Y H
B. 5/i6"LAMI -(1/8"A,.090, 1/8"HS) FT, GLASS TYPES G -L SHALL HAVE
2 C. 5f16"LAM( -(1/6" HS,.090, 1/8"HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND
48.00Ox 38.375
7+C2+1+C2H
21+C2H+C2+1
2 HC2+1+C2+1
2 HC2+NC2+1
2 1+C2+1+C2+1
2 7+C2+1+C2H
48.000
1+02a1+C2+1
31+C2+7+C2+1
3 1+C2+1+C2+1
3 NC2+1+C2N
3 1+C2+I.C2+1
3 IaC2+1+G2+1
3 D. 7/16" LAMI -(3116"A,.090, 3fi6°A) ANCHOR QUANTITY REMAIN UNCHANGED.
50.625
1+C2+I+C2+1
3 1•C2H+C2H
3 NC2H+C2+1
J 1aC2+taC2N
3 NC2N+C2H
3 NC2+1+C2+7
3 E.7/16-LAM]-(3116" A,.090, 3/18' HS)
F. 7/16' LAMI - (3MV HSA90, 3/16" HS)
54.000
NC2+1+C2+1
3I+C2+1+C211
3 I+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+I+C2N
3 HC2+1+C2H
3 G. 13116' LAM] IG-118" OR 3f78" A(MIN.). 511W OR 3/8°SPACE, 5/16"LAMI -(1/8°A,.090, IV A)
60.000
1+C2+1aC2+1
31+C2+1+C2+1
3 I+C2+1+C2+1
3 IaC2+1+C2+1
3 1+C2+1+C2+1
31+C2+1+CZ+1
3 H.13/16"LAMI IG-IVOR 3/16"A(MIN.), 5/16.OR 3/8"SPACE, 5116"LAMI-(1/8" A,.090, 1/8" HE)
83.000
HC2H+C2+1
3 1+C2+f+C2+7
3 HC2aHC2a1
3 1+C2H+C2N
3 I+C2+HC2N
3 7+C3H+C3N
3 I. 13116"LAMI IG-118"OR 3/16"A(MIN.), 5/16'OR 3VSPACE, SFIW LAMI-(1/S"HS,.090, 1/8"HS)
J.13116'LAMI 10-1/8"OR 3/i6'A (MIND, 3/7fi°OR 1/4'SPACE, 7116'LAMI-(3/78"A,.080, 3/16'A)
2
52! 38.375
1aC2+7aC2N
2 1+C2NaC2+1
2 2H
2 1aC2H+C2• 1
2 1+C2+a
1 C2H
2 1aC2N+ C2N
K. 13/16"LAMI IG-1/8'OR 3/16+A(MIN.), 311VOR 1/4-SPACE, 7116-LAMI-(VIS-AL.090,3/16-HS)
48.000
i+C2+1+C2+1
3 1+C2a1+G2+1
3 2+1
3 1+C2N+C2+1
3 I+C2+1+C2+1
3 1+C2a1+C2+1
3 L 13/18' LAM] IG-IVOR 3/16° A(MIN3, 3f16' OR 1/4-SPACE, 7/16+LAM] -(3/16' HS,.090, 3116"HS)
50.625
1aC2a1+C2+1
3I+C2a I+C2N
32+1
31+C2+1+C2+1
3l.C2+1+C2H
31+C2+1+C2+1
3
64.0001+C2+1+C2♦131+C2+1+C2+132H
3I+C2H+02+131+C2+7+G2+13I+C2+1+C2+13
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
HC2++
4I-C2+1+C2+1
2+1
3 1+C2H+C2+1
3 HC2+IaC2+1
3 I.C3+I+C3a7
80.000
3
4C2+I.C2+1
_
3 1+C2+1+C2+t
3 1+C3+1+C3 l
3 HEAD&SILL: 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE
2 253A"MAX. FROM CORNERS
60.DOOxnW5
1+C2H+C2N
2 NC2+1+C2+1
2
1+C2+1+C2+1
2 1+G2+1+C2N
2 I+C2+1+C2N
48.000
t+D2+I+G2+1
3I+C2+1aC2+1
3 2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+CH1+C2N
JAMBS: 9' MAX. FROM CORNERS AND 221/ ' MAX. O.C.
3 TABLE KEY:
50.625
I+C2+1+C2+1
3 I+C2+1+C2+1
3 +1
3 HC2+1+C2+1
3 1+C2+1+C2+1
'3 IaC2+1+C2N
3 x O X
54.000
1+CZN+C2N
3 1+C2+NC2+1
3 2+1
3 I+C2+1+C2+1
3 1+C2+1+C2+1
3 I.C3+1+C3+1
3 1+03+1+03+7 3 -ANCHOR QUANTITY PER JAMB
SO.000
1+C2H+C2N
3 1+C2+1+C2+7
3 1+C2+1.C2+1
3 NC2+1+C2H
3 1+C2+1aC2+t
3 I-M+I+C3a1
3
63.ODD
I+M+ltC2r1
3 1+C2N+C2H
3 1+C2+1-C2+1
3 1+C3+1a03.1
3 1 1+C2.l.C2+1
3 1+C3N+C3+1
3 HEAD AND SILL ANCHOR QUANTITIES
2 A CLUSTER OF (3) ANCHORS CENTERED
66.000x 38.376
1+G2+1+C2+1
2 74C2+1+C2+1
2 1+G2+1+C2H
2 NC2+1+C2N
2 HC2N+C2N
2 1+C2N+C2H
ON EACH MEETING RAIL PLUS (1)
48.000
7+C2+1.C2+1
3 HC2+1aCZ+t
3 1+C2+1+C2+1
3 1+C2+1-C2+1
3 1+C2H+C2+1
3 7+C2+I+C2N
3 ANCHOR AT EACH OPERABLE VENT
NC2+HC2+1
3 1+C2+1+C2+1
3 1+C2+7+C2+7
3 1+C2+HC2N
3 1aC2H+C2N
9 HC3N*C3a1
60.625
3 PLUS (1) ANCHORS AT FIXED SECTION.
56.000
HC2+HC2+1
3 1+02N+C2H
3 7+C2+1+CZ+7
3 1+02+1+C2+1
3 1+C2H+C2H
3 I+C3+7+C3a1
3 (9)ANCHORS TOTAL AT HEAD AND SILL. '
WJX0
I+C2+1+C2+1
3 1+C2H+C2H
3 1+C2+1+C2H
3 7+C3aI+C3+1
3 7+C2+1+C2+1
3 1.0+1+C3+1
3
(3- MIN. O.C. ANCHOR SPACING)
63.000
I+C2+1+C2H
3 i+C2+1+C2H
3 HC3+HC3+1
3 1+C3+HC3+1
3 1+C2H+C2+1
3 1+03+1+C3+1
3
2 I--}-253/4-MAX.
74,W0x38.W5
HC2+1+C2H
2 1+C2+1+C2N
2 HC2+1+C2a1
2 1+132+1+02H
2 NC2+1+C2+1
2 14U+I+C2+1
48.000
HC2+1-C2+1
3 1+C2+1+C2H
3 1+G2+1+C2+1
3 1+C2+7+C2+1
31+C2N+C2+1
3 1+C3.1+C3N
3 I---.([--3"MIN.
W.W5
1aC2+1a02+1
3 NC2+1+C2+1
3 HC2+1+02+1
3 1+C2+1+C2.1
3 1+C2+1+C2+1
3 I+C3+1+C3+1
3
54.D00
1+C2+1-02+1
3 I+C2H+C2+1
3 1+C2N+C2N
3 IaC2+ +C2+
7 1
3 HG2+1+02+1
3 I+C3+1+C3+1
8'REF. X O X
3
60.000
1*C2a1+C2H
3 I+C2+7+C2N
3 1+C3N+C3N
3 1+03H+C3+1
3 1+C2N+C2+1
3 HC3N+C3N
T
3 1
51.000
I+C2+1+C2N
3 1+C2+1+C2+1
3 7+C3+1+C3+1
3 1+C3+1+C3+1
3 /+C2H+C2N
3 1+C3+1+C3+1
3 1•RODIICTR6V166D
MTG. RAIL, TYP. comPlYin3 W�h Ow 10miJo
2 OuMi48 Ca4c
3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Acap.N.
84.000x 38.375
4ILWO
1+C2H +C2+1
I+C2N+C2+1
2 C2H+C2N
H
3 l.C2+1+C2N
2+ 2 1+C1aC2+1
3 I+C2N+C2+1
2 NC2H+C2+1
3 NC2+1+C2N
3 i+C2H+C2H
3 1+C2H+C2N
'2 HC2N+02+1
3 HC3+NC3+1
5D.625
IaG2+1+C2+1
3 I+ C2+HC2H
J 7+C2N+C2+1
3 1+C2H+C2+1
3 1+CZ+1+C2H
3 HC3a1+C3N
3 SHOWN IN TABLE KEY ABOVE 4
64.000
1+02+1+C2+1
3 HC2+NC2+1
3 l.C3+1+C3++/
3 1+C3+1+C3+1
3 1+C2N+C2+1
3 1+C3+1+W+7
3 MINN oPLad I, nw
60.000
1+C2+1aG2+1
3 1+C2N+C2+1
3 1+C3+1+C3+1
3 1+C3+I+C3+1
4 1+0+1+C3+1
3 l.G3+1+C3+1
3 253/4'MAX.
W.000
4 72°TYP.
If3-MIN. \111 111/
2 O Y LYNN O;
�.`Q.ON........,,�t1/!(„
1+C3+1+C3N
3 +aC2+1+C2+1
3 1+C3+1+G3+1
3 1+0 +1+CBH
4 I+C3+1+C3+1
3 1aC4+1+C4+1
85.437 x 38.375
IaC2+1+C2+1
2 7+C2+1+C2+1
2 1+02a I+02+1
2 1+C2+1+C2+1
3 1+C2+1+C2H
2 1+C2+1+C2+1
48.000
1+C2N+C2N
3 1+C2.1+C2N
3 1+C2+7+C2N
3 1+C2+i+C2+1
3 t+C2+1+C2+1
3 1+C3+I+C3+7
3 9" REF. x 0 x ;
50.625 1+C2+1+C2N
3 IaC2+1+C2+1
3 1+C2+HC2+1
3 7+C2a1aC2N
3 1+C2+HC2+1
3 HC3+HC]N
3 i
*
3 1+C2+1+C2+1
3 1+C3.1+C3+1
3 1+C3+t+C0H
3 1+C2+1+C2+1
3 I+MI.C3+1
&LM I+C2+I+C2+1
3 No. 58705 '*
60.000 I+CZ+I+02+1
3 I+C2+1.C2H
3 1+C3+1+C3+I
3 1+C3+1+C3.1
4 HC3+1+C3+1
3 7+C4a1+C4+1
_�
4 MTG. RAIL, TYP. - -
63.000 1+C3+1+C3H
4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS
/
C3+1.
3 HC2+I+C2N
3 I+C3N+C3+1
3 1+C]N+C3+1
4 1+C3+HC3+1
3 1+C4+NCM1
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ANCHORAGE SPACING, XOX 113-113-113
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
PLGRIOP �'�_:
iS/ONAL
' fltll 111I11
A. LYNN MILLER, P.E.P.E,
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P.E.068700 i
ANCHOR QUANTITIES,
XO
& OX
WINDOWS
TABLES
NOTES:
1. ANCHOR TYPES:
1-1WELCOTAPCONS 2-1/4"ELCOSS4CRETE-FLEX 3-N12STEELSCREWS(G5)
2 GLASS TYPES: D
AS1IWLAMI•(1/B'A,.090,1/B"A) FOR INSTALLATION IN THE HVHZ ABOVE 30
B. fill W LAMI -(1/B^A,.090, Ire"HS) FT. GLASS TYPES G -L SHALL HAVE
C. 5/1fi" LAMI • (1/e" H6,.080,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE OF AND
0. 7/18"LAMI-(3/16"A,.090, 3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED.
E. 7/16" LAMI - (3/16' A,.0_ 3/16HS)
F. 7/16^ LAMI • (3/16" HS,.090, 3/16" HS)
G. 13M6"LAM) IG-1/8'OR 3116'A(MIN.),5/16^ OR 318" SPACE, 6116"LAM] -(1B"A,.090. 1W A)
H. 13116" LAMI IS -1/8" OR 3116^ A (MIN.), 5/16" OR 3/8" SPACE. 6/16" LAMI - (11W A,.090, 11W HS)
I. 13A6"LAMIIG-1/9^OR 3116"A(MIN.),6/16"OR3/8"SPACE, 6/16"LAMI -(1/8" HS,.090, if&' HS)
J. 1W16"LAMI IG-11W OR 3/16"A(MIN.). 3/16"OR 9/4"SPACE, 7116"LAM] -(3116' A,.090, 3/16"A)
K. 13116"LAMI IG-1/8^OR 3/16-A(MIN.), 3116.OR 1WSPACE, 7116' LAMI - (3MW &.090, 3/16'HS)
L. 1311V LAMI IG-1/8" OR 3/16" A (MIN.), 311W OR 1/4" SPACE, 7/16- LAMI-(3116^ HS,.D9D, 3/18- HS)
3. WI NDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
ON CORNERSH SIDE F MEETING RAILCEflfERLINE.
HEADBSILL: 18314-MAX. FROM
16 MAXMAX. FROM CORNERS.
JAMBS: 8^ MAFROM CORNERS AND 22 t/z" MAX. D.C.
TABLE KEY: 0 X
2+C3*2 3 ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
) ANCHORS
CENTERED ON THE MEETING RAIL
ANTERED CLUSTER OF( HEMEETIN
PLUS (2) ANCHORS AT OPERABLE
VENT AND FIxED SECTION. (7)
ANCHORS TOTAL AT HEAD AND SILL
(3"MIN, O.C. ANCHOR SPACING)
(�183/4'MAX
I I I-.-JF.-3'MIN.
9'REF. X O
PnODUCTR6YI3CD
MTG. RAIL
Cod,.an15A vmwa
nPumn, ro Qom
EXAMPLE CLUSTER W/ QTY.OF (3) ANCHORS nowvlww NB
(SHOWN IN TABLE KEY ABOVE) Ex IBM
Miami Dom Pm w W.,
83/4"MAX
112•TYP.
1�3"MIN. U I I u
e^ REF. _ :�\J ONV LYNN ,b/l / �G
X O ��'�\,\CENSE'•.�FP
�:
� = *'� No. 58705 -'
MTG. RAIL _
EXAMPLE CLUSTER W/ OTY.OF (41 ANCHORS =v'. �._*�"1 i
�12- Q:
ANCHOR TYPE
& SUBSTRATE
GLASS
TYPES
A,B,G,H
GLASS
TYPES C,D,E,F,I,J,K,
L
2.3, WOOD
2, CONC
1, CONC
2,3, WOOD
2, CONC
1, CONC
ZONE
ZONES°
ZONESm
ZONES
ZONES
ZONES
WINDOW SIZE
yy V H
Qm
IU m
= a6
m
-Qi
�¢¢Lj
W to
i aB
M
9
¢¢
W uJ
_ °B
m
-¢i
QOQ -I
W h
m M
mm
<
¢lQ]j
W h
X atl
°
Im
i
9pQ
W N
s W
m
?
Q
37.000x 38.375
48.000
50.625
64.000
60.000
63.000
1+C2+1
2
I+C2+1
2
1+C2+1
2
1+C2+1
2
1 1+C2+1
2
1+C2N
2
1+C2+1
3
1+C2N
3
HC2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2N
3
1+02+1
3
1+C2N
3
1+C2+1
3
HC2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2N
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+pr1
3
1+C2+1
3
1+C2+1
3
1+C3N
3
48.000x 38.375
48.000
50.625
54.000
60.000
63,000
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+CZ+1
2
1+C2+1
2
1+C2T7
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
i+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1 1+p+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+p+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+p+1
3
1+C2+1
3
1+C3+1
3
1+C3N
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+1
3
1+C3N
3
53.125x 38.375
48.000
50.625
54.000
60.000
63.000
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
i+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
1+C3N
3
1+C2+1
3
1+C3+1
3
1+C3+7
4
1+02+1
3
1+C3+1
3
1 1+C3+1
4
1+C2+1
3
1+C3+1
3
1+p+1
4
1+C3+1
3
1*C4+1
3
1+03N
4
1+C3+1
3
1+C4+1
3
60.000x 38.375
48.000
50.625
54.000
60.00D
63.000
1+C2+1
3
1+C2+1
2
2+C2+2
2
1+C2+1
3
1+C2+1
2
2+C2+2
2
1+C2+1
3
1+C2+1
3
2+C3+2
3
1+C2+1
3
1+C2+1
3
2+C3+2
3
1+C3+1
3
1+C2+1
3
2+C3+2
3
1+pN
3
1+C2+1
3
2+C3+2
3
1+C3+1
4
1+C2+1
3
2+p+2
3
1+C3+1
4
1+C2+1
3
2+C3+2
3
1+p+1
4
1+p+1
3
2+C4r2
4
1+C3+1
4
1+C3+1
3
2+C4+2
q
1+03+1
4
1+C3+1
3
2+C4+2
4
1+C3+1
4
1+C3+1
3
2+C4+2
4
66.000x 38,375
48.000
50.625
64.000
60.000
63.000
2+C2+2
3
1+C2+1
2
2+C2+2
3
2+C2+2
3
1+C2+1
2
2+C2+2
3
2+C2+2
4
H
3
2+C3+2
3
2+C2+2
4
1+C2+1
3
2+C3+2
3
2+C3+2
4
1+C2.1
3
2+p+2
3
2+C3+2
4
1rC2+1
3
2+C3+2
3
2+C3+2
4
1+C2+1
3
2+C3+2
4
2+C3+2
4
1+C2+1
3
2+C3+2
4
2+C3+2
4
1+C3N
3
2+C4+2
4
2+C3+2
4
1+C3+1
3
2+C4+2
4
1+C3+1
4
1+p+1
3
2+C4+2
4
2+C3+2
4
1+C3+1
3
2+C4+2
4
74.000x 38.375
50.625
50.625
59.000
60.000
63.000
2+C2+2
3
2+C2+2
2
2+C2+2
3
2+C2+2
3
2+C2+2
2
2+C2+2
3
2+C3+2
4
2+C2+2
3
2+C3+2
4
2+C3+2
4
2+C2+2
3
2+C3+2
4
2+C3+2
4
2+C2+2
3
2+C3+2
4
2+C3+2
4
2+C2+2
3
2+C3t2
4
2+C3+2
4
2+p+2
3
2+Cq+2
4
2+C3+2
4
2+C3r2
3
2+C4+2
4
2+C3+2
4
1+C3+1
3
2aC4+2
4
2+C3+2
5
2+C3+2
3
2+C4+2
4
2+C3+2
4
1+C3+1
3
2+Cq+2
4
2+C4+2
5
2+C3+2
4
2+C4+2
5
Area/
JJ.
P.1
idil/11
a.,E
E
NOONANGEIMS SNEET
mrolEcnNow°roxlve
NOxoMIs IG21R,
P.B.Ba%tStB
NOROMIS, FLm21B
P -'-m'
�-
��
ANCHORAGE SPACING, OXAND XO WINDOWS
ALUM.FHOR/ZOMALR011ERW/NDOW,IMPACT
"`Il Eld
�:�,p'.-
- F :FeB6m.. 1'v
��s'IONAL E?��\
�,,I1\\\
A. LYNCS iAILLER P,E.
P.er m.Bs
JR
84M1
D
AODED/OCAP iOSETEMPEREG +JdTNOiE
FK
4/1bD1
D
CHO.TASLEATO6..8SELECTVAWEBDUETOANCHORG..A
hanM
FJr.
m'
22dJ6
A.J.
a,4'
Yl3YS6
y)r(5(jBaw
xRT1n
NTS
°i
10 a 1f 4127.10 E
13/4"MIN. E.D. TYP.
NOTES:
MIN.3.4 KSI
I�r I 2x WOOD BUCK,
NOTES
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI.OADE COUNTY APPROVED 1/4'ELCO
CONCRETE
/ I aw
TAPCONS EMBEDED 13/8' MIN. OR 1/4' SS4 CRETE-FLEX EMBEDED 13/4' MIN.. MINIMUM DISTANCE FROM
o :°: NOTE1 MIN.
ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE#12TRIMFIT HEAD.
1x WOOD
BUCK,
2. FOR WOOD APPLICA710NS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4-SS4 CRETE-FLEX WITH
NOTE 3
7 —
#12 TRIMFIT HEAD.
�j'
1/4 1/4' I
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
THAN 112', ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID
MAX. MAX.
SHIM
CONCRETE.
WOOD BUCKS DEPICTED AS 2%ARE 112'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD
CONCRETE
SHIM
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
ANCHOR,
NOTE1
WOOD
ANCHOR,
DETAILA NOTE2 DETAIL
d - T A- O L cY,1.T -IM
THE BL*3 TSAND {NI
TYPICAL FLANGE FRAME HEAD SECTIONS
NCHOR SHALL BE A
MAX --`'{ (�--
5. MATERIALS. INCLUDING BUT NOT LIMITED TO BTEEL SCREWS, THAT COME INTO CONTACT WffH OTHER
SHIM
.�.J '3B' 1/4°MAX.SHIM�� 11/4°MIN.
I I MIN.
(7.5 KSI CMU)
DISSIMILAR MATERIALS SHALLMEET THE REDUIREMENTS OF FLORIDA BUILDING CODE.
• OR
PER NOTE 1
O
' (3.4 KSI CONCRETE)
WOOD
CONCRETEt
ANCHOR,
ANCHOR,NOTE2
NOTE?
13W EXTERIOR INTERIORMIN.
E.D (HE�B SILL DETAILSA BCD &H)
TYR
2x WOOD BUCK, NOTES
1x W000 BUCK,
j 4 SEE NAILINI
DETAIL E
DETAIL F
INTERIOR
(JAMB DETAILS E, F 81)
TYPICAL FLANGE FRAME JAMB SECTIONS
EXTERIOR
lu
CONCRETE WOOD
ANCHOR, ANCHOR,
NOTE 1 E F NOTE 2
73/4'MI
MIN. 3.4 KSI E.D. TYI
CONCRETE
DETAIL C
1/4'
MAX.
SHIM
I— — 1318TMIN.
j'♦
2x WOOD
BUCK. DETAIL D
NOTE 3
1/4"
MAX.
SHIM
P.o.egxlue
SI
NAILR
DETAIL H (HEAD)
NAILING
.131 CIA. MIN. x 212' NAIL
AT CORNERS AND S" O.C.
TYPICAL DETAILS G. H S 1.
DETAIL G (SILL)
lwrto Hal) 1 11 a 11
my�sw,�P� -:•
uWlemscn4o
Ac[epfena No
T 'Pn nc
u
MieM oee PmeuU❑
H
Illlll
SEE NAILING
DETAIL I (JAMB)
4127-10
No.58705 .*