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Proh,rt dm imval Menu > Protiutt or Auollantlon Search > Annl cat on List > Application Detail
wi FL #
> FL243__R3 .
Application Type I Revision
Code Version 2014
Application Status DDrnv d
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGTlndus 'es
Address/Phpne/Emali W( .RnOlogy Drive
North Venice, FL 34225
(941) 486-0100 EA 22318
drua rk@pgtindustrles.com
Authorized Signature lens Rosowski
Josowski@ pgUndustno,com
Technical Representative lens Rpsowskl
Address/Phone/Emall 1070 Technology Drive
Nokomis, FL 34225
(941) 486-0100 EM 21140
J rosowski@pgbndustries.com
Quality Assurance Representative
Address/Phone/Emall
Category Window
Subcategory J !=
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Stud
TAS 201, 202, 203
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/07/2016
Date Validated 09/21/2016
Data Pending FBC Approval
Date Approved 09/25/2016
rear
1994
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Florida Building Code Online
Page 2 of 3
Summary of Products
fL #
Model, Number or Name
Description
143.1
CA-640 Fixed (Nor4mpact)
Aluminum Fixed Window used with CasemenVAwning
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 Rig C CAC 16-QLZ2 2Qp-(
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/11/2018
Design Pressure: N/A
Installation Instructions j
Other: Please see the Miami -Dade County Notice of Acceptance INCA)
FL243 R19 U 16-0629.20.Dd
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 Party:
243.2 CA-740 Fixed (Large Missile Impact)
Aluminum Fixed Window used win CasemenVAwning
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
F043 R19 C CAC 16-0629.22.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/11/2018
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance INCA)
FL243 R19 It 16-0622,22.9df
j 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 Party:
243.3 JPW - 220 (Non-Impact)Aluminum
Fixetl Wlntlow
I Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R19 C CAC 16-0505 03 ptlP
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/I8/2021
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R19 It 16-0505.03.odF
for product performance Information, anchorage detallS, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
j
Created by Independent Third Party:
243.4 PW - 520 (Large Missile Impact)
WlnGuard Vinyl Fixed Window '
Limps of Use
Certification Agency Certificate j
Approved for use In HVHZ: Yels
FL243 R19 C CAC I5-0612,I3.odf '
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date i
Impact Resistant: Yes
O1/08/2019
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R19 II 15-0612 13.odf
for product performance Information, anchorage detalls, 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:
243.8 PW362d(Non-tm
Aluminum Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 R19 C CAC I6-0629 13 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: No
02/19/2019
Design Pressure: N/A
[nstalldboATnstrpctl0
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
�fC1243J-T4 Al662n3 got.
for product performance Information, anchorage detalls, and anchor
VeRfi@ifBy."Miemi%Dade'BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Thirtl Pa I
243.6 IPW - 720 (Large Missile Impact)
Aluminum Fixed Window
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 RI- C CAC 16-0629 14 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/19/2019
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R19 11 16-0629 I4 odf
for product performance Information, anchorage detalls, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent nod Party:
'243.7 PW - 820 (large Mlsslle Im act)
luminum Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
F1,243 R19 C CAC 16-0629.14.Mf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/19/2019
Design Pressure: N/A
Installation Instructions j
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R19 11 16-0629.14.pil
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 Pa
'243.8 PW-2720 (large Missile Impact)
Vinyl Fixed Window
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R19 C LAC 13-1125.O4.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Dace
Impact Resistant: Yes
08/11/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 919 IT 13-1125 04 dP
for product Performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
,type,
Evaluation Reports
Created by Independent Third Party:
243.9 PW-3020 (Large missile Impact)
miatectural Systems Aluminum Fixed Wlindow
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 Rla C CAC 15-0609,06 LM.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
OB/I6/2017
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Florida Building Code Online
Page 3 of 3
Design Pressure: N/A
Installation Instructlons
j Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R19 ii IS-0609... LM.odf
for product performance Information, anchorage details, and anchor
Vedfied By: Miami -Dade BCCO - CER
type, size, and Spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Parry: j
243.10 PW-3020 (Small Missile Impact)
Architectural Systems Aluminum Fixed Wiindow
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 RIe C CAC 15-0609D2 SM.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/17/2018
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R19 It 15-0609 02 SM ndf
for product performance information, anchorage detalls, and anchor
Verl0ed By: Miami -Dade BCCO - CER
type, size, and spacing Information. -
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
243.11 PW-5420 Nan -Impact)
Vinyl Fixed Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 119Q[AC 16.0629 1] odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/30/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R39 II 16-0629.11.ndf
for product performance information, anchorage detalls, and anchor
Verified By: Mlaml-Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Indepentlent Third Parry: j
243.12 PW-5440 (Non -Impact)
Vinyl Fixed Window used with Casement/Awning
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
Ft 243 R1_9 C CAC IEW 14 20mdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/24/2020
Design Pressure: N/A
Installation Instructions
Other: Please see We Miami -Dade County Notice of Acceptance (NOA)
FL243 R19 it 16-0214.20.odf
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 PaM:
243.13 PW-5520 (Large Missile Impact)
Vinyl Fixed Window
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
F1243 R1.9 C CAC 16-0629.12.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/30/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
F1_243 R19 li 16.0629.12&uj
for product performance Intermatlon, anchorage details, and anchor
Vedfied By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent ThIN Party:
Evaluation Reports
Created by Independent Third Party:
243.14 PW-5540 (Large Missile Impact)
Vinyl Fixed Window used with Casement/Awning
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL243 R19 C CPC 16-0:14.19.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Explration Date
Impact Resistant: Yes
09/24/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Mom i-Dade County Notice of Acceptance (NOA)
FL243 R19 11 36-0214.L.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: j
Evaluation Reports
Created by Independent Third Party:
m
CnnC� :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone+ 850-487,1824
The State of Florida Is an AA/EEO employer. Caovrlaht 2007-2013 State of Honda :: Privacy statement :: AomsslbllRv Statement:: Refund Statement
Under Honda law, email addresses are public records. If you do not want your a -mall address released In response to a publi,now Ns request, do not send electronic
mall to this entity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 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
emalls provided may be used for official communication with the licensee. However emill addresses are public record. it you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please
dkkht[L
Product Approval Accepts:
® W1 ® Ed M
securitxn(r.TiiicS
http://www.floridabuilding.oralprlpr_app_dtl.aspx?param=wGEVXQwtDqu3 mwFvZ35 V D... 8/4/2017
MIAMI•DADE MIAMI-DADS COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series ` W-701/620" Aluminum+ .ix dAVindo
APPROVAL DOCUMENT: Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, dated 04112/13, with revision B dated 05/05/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: "one.
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# 15-0528.27 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMMADE COUNTY
f0 q. 6-0629.13
Ex Pation Date: February 19, 2019
Approve ate: AugustU4,21116
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.02)
2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision B dated 05/05/16, 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® spacer system, Super Spacer® NXTrm spacer system and XL
EdgerM 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.
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 tinder NOA No. 11-1114.17)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
P) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Manue a z, P.E.
Product Cont of aminer'
NOA No. 16-0629.13
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t"'
Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0528.27)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
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-5' Edition (2014), dated May
20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0528.2 7)
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0528.27)
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted underNOA No. 11-1114.17)
4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0528.27, issued to PGT Industries, Inc. for their Series
"PW-701/620" Aluminum Fixed Window - N.I." approved on 08/20 d expiring
- -- --- on 02/19/19. " G
Mina
e , P,E.
Product Cont 01 aminer
NOA No. 6-0629.13
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
E-2
I) THIS PRODUCT HAS BEEN DESIGNED B TESTED TO
C0MPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ6
2) SHUTTERS ARE REWIRED WHEN USED IN WIND-BORNE
DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MUV4141ADE COUNTY,
USE ONLY MIAMFDADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE, ASTM CS(I CONCRETE MASONRY
UNITS MD CONCRETE WITH MIN. KBI PER ANCHOR TYPE.
4) ALL=00 BUCKS LESS THAN 141 THIGKARE TO BE
CONSIDERED 1X INSTALLATIONS. IK WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE,-,R' THICK OR
GREATER. IX AND 2X BUCKS (MIEN USED) SHALL Be
DESIGNED TO PROPERLY TRANSFER LOADS TOME
STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILRY OF WE ENGINEER, (EOR)OR
ARCHITECT OF RECORD, (AORI.
5) ANCHOR EMBEDMENT TO ME MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED
ON ALL FOUR CORNERS OF WE FRAME INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL
SEAUNGIFLISHING STRATEGY FOR WATER RESISTANCE OF
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 OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON
THEM SYTHE WINDOW.
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM EI WO.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
PRESSURE. STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E13W.
B)WE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING
TO THE REQUIRED DESIGN PRESSURE WE 311/3 . STRESS
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR
THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
B) REFERENCES: TEST REPORTS FTL-31134. 354787212:
ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAFSPA
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN
MANUAL
10) THE $20 SERIES MAY ALSO OE REFERRED AS THE 701
SERIES.
48' C-TH
4TBUCKWDTHDTH
441/4'VISIBLE
LIGHTWIDTH
B.SHEETS~
8'MAX.
A
I
A
SHEETS
9S
:ETS
BUCK
48'BUCK WIDTH
45-114'VISIBLE
LIGHT WIDTH
VISIBLE
12.1
LIGHTOX"
O.CT
I /
/
HEIGHT
TIP -TO
TIP
HEIGHT
LIAC
`2D —�-I
DESIGN PRESSURE RATING IMPACT RATING
VARIES, NOT RATED FOR IMPACT
SEESHEUS24 RESISTANCE
4S'BUCKWIDTH vli
_ 4S1WVISIBLE
LIGHT WIDTH
- f7MAX. F.5HEET1 FF TMAX
H. SHEETS
I
C E. SHEET I E,SHEETT
1EETB G.SHEETB IS SHEETS
'THE'
I
HEIGHT 'T----'---
L
VISIBLE
VISIBLE
UGHTS
O.C.
HEIGHT
'I1�
1E
)� 12'MAX OO.C.F,
AMFUf
SHEET
H. SHEET
LIGHT
96'
BUCK
SHEETS SHEET ---j FF 5-MAX.O.C.
TYPAFLAN ED.FRRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
T TIOM:(TESTED:UNIT} ELEVATION (TESTED UNIT) (TESTED UNIT)
FIGURE 1: 1A
GUIDE TO SHEETS: 1S O.C. SHAPES AS SHOWN BELOW OR SIMILAR MAY BE USED BY INSCRIBING THE SHAPE IN ABLOCK
MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25.
GENERALNOTES........ ................
1
ELEVATIONS ................................
1
GLAZING DETAILS .......................
23
DESIGN PRESSURES .....-........
."
INSTALLATION. FLANGE-..........
5
INSTALLATION, EQUAL.LEG.....-B
INSTALLATION, INT. FIN A....._..7
INSTALLATION, INT. FIN 5...........
B
CORNER ASSEMBLY ...................
9
EXTRUSION PROFILES ....._........
10
PARTS LIST- - ............ -.-..- .........
10
ANCHOR SPACING TO BE V MAL FROM CORNERSAND 12' O.C. MAX. FOR ALL CURVED FRAME
/j
MEMBERS, SEE FIGURE I, THIS SHEET.
12'O.C.
MAx.
/
i WIDTH --! 'r WIDTH --I I_ —WIDTH �{ I-'- WIDTH
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4
STANDARDS USED:
:2014 FLORIDA OUILDING CODE (MC). SW EDITION
AASTM E130O09
.ANSVAFSPA NDS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM2010
AAISISIOM7152-2010
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x 111 I x SSS I x I` x
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Y n a
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p
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Z
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B
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W
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Da
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Z
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o
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N
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W
r
N
Z
Z
Z
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rc
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A.LYNNMM1LER.P.E.
P.E.a U705
TABLE 2:
Wmdow Design Pressure (N-, psf) for Glass Type T
slm N)
m
Hmfdm
72
+100'-150
TB
NOW-149.5+100-t4T)HON-118.1.100N44.T+10d-141.0NWI-13B.4+1m'-035.4
Be
IN
Rg
-15129.4+1DW-11T.3
NONN.I
HWI-1i0.1
+iDNA14.3
Nm-IDL0
HOW-IMS
NOW-1W3
NABS
+14)BA
-IE B
Ba
N06'-131.T
a100'-1Z1J
a10W1151
NOW-0139
N00'-113.8
NON-0N
aIDW-Im.1
N0W-1W.B
NRd3
NE0.2
a/A4.3
•1R2.8
92
NON-12].t
•IOW-0ti.]NWI-113.8
+INI-111.8
N00'-10).B
NOW-1W.B
NOW-1W3
♦10W-1061
+1W'-1NS
•IONdt11.5
N-00.9
B6
N00/-123.4
NON-1W.47'10
NOW-1025
HOW-100E
Nml-tm.8
VIM-1M.T
HOOT-101.1
N-iW
N91A
ICU
afOW-120.9
NOW-110.1
20
HdBA
H.W.1
HE5.9
a/b5.4
+/E5.]
NA0.3
+fb0
fa
a10W-1328+t001-1M.6
+iDN-111E+1001-114.0
N00'-IOB.B+ION-tIX1.4
+IE9.T
+IA0.5
-141.0
HEB.B
a/E0.0
HE0.3
+IA0.0•18i2
a1i1.4
1dN12
NEB
+190
•/d5A9
+IEJ.4
+IE2.6
Nffie
H-03.8
112 1
r10w-128.8
NOW-113.0
NOWdW2
•/gf.4
N8T.9
N-01.0
+IEO.B
+1-00.8
Ndtl
+/Et.6
lie 1
NOW-12&8
HOW-112
+tON-100.4
HE2.2
NAS2
H-]BJ
+/.]].B
r/)]9
•/-)].5Nd4
al-]8.2
120P
H001-125A
+1m1-11D.4.9
+AB9
+IE0.1
+Id3
+1-]8.19
N-]4.40
+lT4
-..9.3
N
4
d
3
.fi
A.100021.5
].B
2
6
.8
2
S
.2
.8
132
HO(IIdW.S
+/53
+/ESZ
N-I8.4
N-T3A
Ni9
N-05.9
NE3.9
a/Rl
•/i3.2
138
NON-120.5-I=-ItA6
afOW-1W.0
+lA3.B
H-N
NA.2
NA1.8
+IEI
NEJ.4
+/-01.]
NE1.4
•I-01
I
110
a100/d01.5
+1-893fi
+/E3
H-)82
+/-)0.342
NES2
NE1.8
rlEOA
rl-SB.B50
afdA452
1a
N001-1180
NON-1 W.B
HE1.0
of-]5
H-03A
U4Bl.B
NE0.8.118
32
NON-14].2
NCO'-1N.I
HOW-121.0
NOW-124.1
•1W/-121
NON 1.8
NOOI-tm.3
+1OW-124.0
+IOW -IN
+10W-01T.B
NON-14.5
NON-1JI
NOW-1221
+100'-010A
NON-115R+1UN-11P.0+10W-IID9+1=4011.1
+10W-140.E+t00;
-1NNm-13B.1
N mml
NOW-19l
Nm'-1103
NON-tOAB
NOW-tm.1HOW1W
HOW-f04.]
H00/-1N6
NE]A
40
NON-118.4
+1 414
+IOW-0122+IW-IN.4+100'-1W2NON-102B
+10W1W4
NOW-=4
HOWd15
N001412.
H1 1f0.3
NON1N.2+1M
NO01-1m.B
HO0'-113.2
-VM-1W.0
NOW10).3
NOW-iW.4
1118+1WB
NN'-IWA
58
N.965
.14L4+14Hd+!-00+l-I58
+/E2.4
1 +/ED.B
+/b/B
H4q.8
N-08.9
+/4130
71.a
HET.4
a1.92
NEB
+lEfl1
Nd S
NESA
+14i43
N62
+!ffi.T
Nffi,3
+1786
+1-]B.z
+/-T9.3
*f)53
H-TB
+l-]B
0
al-Yt2
N-T2.0
+I -ma
.B
.8
.4
+l$1
+/64,85B
-141.4NON110]+1M-IN.T
m
HOW-f01.5 NO01-f029
N89.1
+F90
+l-W.9
+AB1
NE9
+/Ei.3
NEST
HE1.3
•/E0.6
+/E1A
a/.1A)
N-0B
62
NOW-1009 HOWd02
a/-M.1
/E A
rl-02
+1E9.6
•IEEE
+l44.8I
.14 2
1 NE2)
NEt
-140.
1 +1-P.5
M
+10W-10.4 +ION.IM.3
NE7.2
NE3.8
;PX8
+14164
+IES
+/E1.4
+/ffiT
+1E1.3
r1d8S
-+I-]B.B
N
W-T/B
Hm'-10A1 Nml-tm.i
+4W-005.1 410Y-Im.3
+/-90.d
41-45.B
+/E2B
1+/E21
alE9.e
+/-0B
•/El.3
•1.aaz
NEST3
+/$1
+/ES1
+/ffi
•/EIA
I.A
NOTES:
1) BUCKDIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THETIPJOOTIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN. ROUND UPTOTHENEXTAVAILABLESHOBTORLONGDB SIGN.
3) FOR ARCHITECTURAL WINDOWS. FINDTHE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN.
USED AT CURVED
FRAMEMEMBEASONLY
® It-)/w O.C. MAX.
EXTER
GLASS TYPE 1
T7FLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZON TTLLIV AS BHOWN.
LONG
SIOE
F� LONGSIDE
BSIC 1
1
SIDE /
J SHORT
L SIDE
f` LONG SIDE
SHORT
SIDE
L
m
Y
m
o
O a
Yn
m
°m
O
0. H
J m a
m
n
p
m
Z�
J lam o
Z LL LL t�O
J
uuo10
UU 50N o
W
❑
W-OE
Z
W m O
�
ox
o> Ooz <
Z
o
�Z LLz °i
O
W
W
5
m
O
J
Q
Q
F
N
-0
g
3
0
m
z
o
Z
3
a
Z
N
O
S
4
d
X
L
W
❑
qIq
°sap
se
�L
A LYNNMILLER. P.E.
P.Eb 39i05
ylkldow Design Pressure (H-, psf) (or Glass Type 2
Lm9ada(M)
6T-TIB
R 1
TB 1
W 1
84
BE
92
IW I
im
10s.1/2 1
112
1 119
12D
124
1 128
in
138 1
140
1"
30
U
HW-1W
NOWA4T.2
•1w-Ix1-IMAM.3
NHHOWWd-0----41W1...34
N001-144.6N
d3
+.H11WWOW1-0-10W1...69
•IM-1]
7IW12.3
eNOWW----113185
NW1184+1W-162H
D
W-1408+W-9
+IO-129
71W124.2+IW-122.4
HNNOO$WW-0----11231.812
rNHOOHdWWA---1119491.B61
OW-12T.941W-15.T
W1W
H•NID0aW014'--0113W.31•tOONWA--t154213&
NW-4D.0
49
W-124.3+10-Inn
HW-1ttB54HW-118.1
H+IWAme
a11WWrlA1-1]2..812..2T
N
•aN1t0OD•W6IA'----11I142DA1LL.28
+TW-122
HW-111
=
-WSO-10IA
0
a10W43
•1W4209
HNHOOO+OWW14I4--11921W.885...890
'
WA31.T
..]04
HW119T
HNNOOOrHWW/WAAlA----1112I210.1.A.B 452
HO-42 iW.1
NW.131.3NW-3D.Sa10-129.8+1001-129.2WHW.128HWd21.S
•IW.124.8
..1
HOHgWAA-138
710424.1
W1W-I1T.6
9
00
NW-035
NON+WIAA-120.18B3
d -137.1
•10-10.4
2.8
+1N0•W8/A-11O1.0
100,4221
HOW-19
HO•W/A-1t11.9
BT
-f11O31.B51.]9
•IW-IMI
a10W-118.4+iW-115.E+10YAI
HHO•/Wd
HW)-H1.5
+H1+O0A.]
+10Y.121 91
HHO++0</101dA11--I161M..1500.
-f06
.2NW-1WS
+1=4V
..4B
H0W-120.5
NH0W+H/0YAA'd-0IL3O..B2B4
+100'-114.8+10W-H4
79e
.8
IOW-125.5
3L
•1W-0
0
•1-08
NHOOq•+WW-/18d]--11e0330.6
35
38
4D
D120W-246W12.1W1A
NO-
•WHED
I
gw
M31a6
NW121
W11T.8
HO
HW-107.O
HOW-iW
W-1W
•10-1031
NOW-101.5
NOW-1W.1
R+1-0Ws:
E
NW101.8
+I-99.7
HOW.105
-M
+/91
+-0.1
N0-00.8
•I-00.1
•/88+1OW-10T.5
IWd--11B3]150
HOW-34
•IW-115
WHWi6 +1-112.5H+10YA07.1
HW1122
.5B
HW1098
iaaS
NRB
HA
PM5
+LB9.8
a149.1
•IA2
NA63
HAT
+IA3.T
+/40.8
+1-79
+1-77.1
NA5
50
+10114
+1M.110.3
Tin 107.3
•IOW-IW.TH+10.1MB
+/48.9
N9T:41
•I9
+144B
H-W3
.N.88
9•8
•/A.?
+IA4
+/418
+/-79.1
•1-76.7
94.T
S2
54
+1W-012.2+1
NW110.
4014+IOW-103.2HW-1026
HW.106.]
NW.1W.3
+F90.2
•190A
H-96.5
N-B49
+/A30
+IA3
.1-0.8
+1..2
+IA9.2
•/48A
NA3B
4A0.6
+/2B2
a1-75.6
+19.2
H41.4
-no
•/913
•IA
+IA0.3
Up8
•189
rlAO
+IA.t
•/A0.8
NT-B
+tO-1W+IW-1m.e+/B
+
3
+dZ4
HNW-1W.4 900
.3
•IAfi
IA6.4
IAJ
+/A4.7
•1A8
+1
HOW-1W4+1
.1W9
.•tOWAWA
+/9L4
+/A4.0
•/98
•14Ka
HABB
0Y-IuT5+.mg
W
+/96
/933
•191
+IAT3
HA5.T
a/A.9
Np
N98
+A0.
+/49.8
•/AB
+IAS.B
A
T
a
a1:A
Nd8.2W-1068
45
A
•10W-1DB1
HW'AW.T
H9BA
6T71B
•91
+1419
1 +126.3
#1A
+14Q
1 +141.9
1 •1481
NOTES: I
7)BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUST CT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINETHE BUCK DIMENSION.
2) FOR SIZES NOTEHOWN, ROUND UP TO THE NEKT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURALWINDOWS. FIND THE SMALLESTWINDOWSRE INTHETABLE ABOVE"ICH THE OVERA CIMENSIONSCOMPLETELYFR WRHIN.
USED AT CURVED
FRAMEMEMBERSONLY
®11-Tf8-oL.I11AK.
EKTERIOR
a
GLAfTSS'1TVPE
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
dd 7
LONG
SIDE
F- LONG SIDE
SHOR 1
SIDE
SHORT
L SIDE
SH
SIDE
L
I
LONG
Q SIDE
1
SHORT _
^I s10E F�
PRODUCTREVISED
wmd)'�M wkh Om F1mi6a
B,,f4N8 C064
AaFl No �.
Dve14
fly
Dak N_.
w
S
m
K
V
W
U' N N
qm
R'
N
W
Z m o0
LL (p
2
M+N
g
+uop
m N
W C,
UU_ 5C d
❑
Z Q 0 aD
0 Y
❑
U
oN
wo
O
C,
o> QQ Obi
�Z
Q
N
D.Z `.
F
3
�
Q
W
W
Q
F
W
Q
m
a
Z
s
Q
0
W
°1u;
0
3
D
z
w
❑
X
R
O
W
IL
❑
,
sales
Cr I�
A LYNN MILLER PZ
P.EB MILE
TABLE 4:
Window Design pressure (H-, psQ for Glass Type 3
'0
92
e]]/0
W-I0
+1W-04i.2W
NW-150
495+1W4
HWA40E
W
W
24B-0&Bp0.6J
-1339
+100'-13
H-139W
+1WA31.T+IW-131.3+1001-130.S+1W-19W28
M.1a.3
1W+l9,-I]190.501
NOW402.4
NN-IN.BNW-124.1+M-123.4-IM-.
W41,-M-1184-IM-11).6
W
.8
NW05
H30...1.8
3+IW-1126
1.
+1W-0n&0
1d]
N0E0'-T10
NW400
NO3B
0
HW++HdIIdEEdl1T1W0O...e0
NW-10.5
2+0H120
M]
i2N1E202
+10-117
M.M.9
W-107.3
NW+rN/1Ald-0-19U 0...I5
]W
O30 6
Nd62W1
0
-
+W.21.5
5.HW-015d+1W-1140NW-114]
41N1-110
+iW-110.]+iW-0101
W+TW-005.5
N+W1F210.9
+IdB.2
1d427.
HW-121
.4
d1.8W-I1
-61t0-01
+NW•/1-03
+100I-1T
•1W.INE
+INI-194.4NW-11t93
NW-IM
..00
NH+WW/1RH--110W0
HbT.t
H00/-02.6
NW-120
...8
NON-101S
1]
HH0oHHNd1--04W--4
fO..B1B]D
H-96542
9
+iW1413+1W-1388HW-13AW+1W-19]+1W-131.2W+1W4]
-11B.4WW-11)
Hod-115
W
W-113.]W
H+O+NIEB-140.46.1
+f-100
2+1W126A
aN1WOrdlE'-0-I2
W
r1-15.9
WW
+1N-1018
36
+1W-1J.1
NW-133.3
NN-131W12i3+1W-12.T+iW-124.3+1W-123.1
NW-116.5
38
NOI31.
HW-12T.0
0a
NW-124.0+1W-2
W
WJM
WO-0D
+1W-119.
40
HHH5HH3
+1W-121
NW-11S2
NW112HW-110.9H0-t
N0-107.1
NW•-9-1&028
NW-1W0
+10-f0
N•W+//-E9-0
•/-0&2
HOd-106
a100'-1Wt
Ndi8.2
1.5
+14IM,3-IMIAM9
N-101.5
50
HWdA
HHHNW000WW0---'1-1111118203,4
NHNNOWWWWW2-A--111O1012B55...3d 5
r10-110.3
W1122Wd098+IDd-00].
NWA%.3NW-109.]HW-02NW-1N6
NN+N1
.3.84
aWO-10n5
N913
+&T5
+lE6
+1E3
N-00
1
ON
•/9S
/M.T
1-03+14a2
NJe
1-0.
-I-me
HE.9
M.0
E09
NE
Nb3
+/E0.2
9
E9
+141.7
B1
+1.68.8
+/E8.2
HE.
NE2
HS0F
50
H-9J6
+fE].T
fib
5
NW-0.NWOfi1
71W4&4HW4031
B
F-a20
F924
0E8.1
ET
+IE0
H4.]
Hdb
9
60
+/.3
+1mWJ
E4a
NE
.9
6
/E0
E)
+/d8.2
•10N-1004
+1
64
H14128
+/0061W0
08
6TAI0
NW-0a6.1
+WdO
HW-iCL.3
•WWWTB---1ID10N.295
+IA5.8
+Ib2.1
+F69
•128.3
Nd4
+Iffi
4.81.4
+1-0].]
+/29.9
+!-09.T
NOTES: I
1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS. SUBTRACT V FROM THE TIP-TbTIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN. ROUND UP TOTHE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR MCHITECRIRALI"ANDOWS, FIND THE SMALLEST WINDOW SUB IN THETMLE PBOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
ISMVNOM. yyy,,,JJI
GLASS BLACK I
311T TEMPERED GLASS -•
3f16'TEMPEREDGLASS
]/16-AIRSPACE
•
12
5
USEMBERS
J_
ONLY
FRAME MEMBERS 29
N9"
� 11-]l0' O.C. MAX.
GLASS BITE
1-3
EXTE,tRIOR
J sr 21
3
GLASS TYPE 3
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLYM SHOWN.
LONG
SIDE
FII� LONG SIDE
SHORT 1
SI OE
SHORT
L BIDE
(•- LONO SIDE -��
SHORT
SIDE
L
7
LONG
SIDE
1
slloar
SIDE
INSTALLATION
TYPE A
WINDOW WERIOR
BUCK
HEIGHT
HEIGHT VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHr-
23/4•
i
2KWDDD BUCKSTRIP INSTALLATION INSTALLATION
OR FRAMING. SEE EMBEDMENT
NOTE 2, THIS SHEET TYPE C TYPE 8
EMBEDMENT 1K WOOD BUCKSTRIP, }
114• MAXI SEE NOTE 2, THIS SHEET
EMBEDMENT SHIM
T TYP.GE DIET NCEPE SUBSTRATE
AND EDGE
T EDGE DISTANCE PER SUBSTRATE, DISTANCE
EDGE B SEE TABLE fi,THIS SHEET
DISTANCE
�v4•MAx '� i �: ��.
1 SHIM _ 1
\-EMBEDMENT TE NT TYPE, I
BEDMPER D EDGE
SUBSTRATE.
DISTANCE PER THIS SEE TE. 11
SEE TABLE 5. THIS SHEET
USED AT CURVED - EKTERIOR 12
FRAME MEMBERS ONLY '•. n
11-m-O.C. MAK. CONCRETEXIOU 4 VTH ,
PER
REQUIREMENT
VI NDOWISUE IDU W DTH
REQUIREMENT WINDOW BUCK WIDTR-2-31 •
WINDOW BUCK WIDTH CONCRETEICMU
TIP-T0.'RP WINDOW WIDTH PER ANCHOR
' REQUIREMENT
1/4-MAx.SHIM �{ �� HORIZONTAL SECTION A -A
0STEEL
SELF-DRILMOSMIS
(G5), SEE TABLE 5,�
THISIS SHEET
TGPI Ffi'
INSTALLATIONJOINSNDERTEATHT
HORUNHE
BEADING 5)TEjR�IOR
MIAM40ADEAPPROOEDMULLION 'V
(SEE SEPERATE BOA), ALUMINUM.
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES.
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INSTALLATION T� DISTANCE
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TYPE
SUBSTRATE. SEE TABLE 5, THIS SHEET
JURISDICTION.
VERTICAL SECTION B-B
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 WINOOW OR MULLION BOA APPLIES TO WHOLE SYSTEM.
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SEE SUBSTRATE PROPERTIES,
TABLE 6.THIS SHEET
J Tr114•MAX BHIM
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•' REQUIREMENT
VVV
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TYPE F DISTANCE AND EDGE DISTANCE PER
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORRY HAVING
SUBSTRATE, SEE TABLE 6, THIS SHEET
JURISDICTION.
VERTICAL SECTION D-D
3. FOR ATTACHMENTTO METAL' THE STRUCTURAL MEMBER BMALL BE OF A 512E TO PROVIDE NLL SUPPORTTO THE WINDOW FRAME.
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V
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MIAMI-DARE APPROVED MULLION
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EDGE DISTANCE
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VERTICAL SECTION F-F
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Min, EdBe
Distance
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MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE
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OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. =GO BUCKS DEPICTED AS W ME I-0R'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 FRAI
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EDGE
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NOTE2,THISSHEET
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SEETASLEB,THISSHEET
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2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTALTHICKNESS IS LEM THAN 1-14'. 1X WOOD BUCKS ME
OPTIONAL IF UNITCAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 9 ARE 1-1I2•THICK ORGREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTHERS ORAS APPROVED BYAUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENTTO METALTIIE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME.
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N. VENICE, FL 34276
> - P.O. BOX 1629
of NOKOMIS, FL 34274
mz CERT. OF AUTR. k39396 ES
(941)480-1600
z _ FIXED WINDOW INSTALLATION GUIDELINES g 4/12113
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Flanged Frame
Alum. SOWS
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Integral Fin Flame
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20
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Setting Black, Mono, 311p x 7116- x 4'
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21
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Florida Building Code Online Page 1 of 3
SCANNED
BY
Mt St. Lucie CountyM
ILIA
FIN
BCIS Home ' tag In ( user Registration p Mot Topic j Submit Surcharge j Stats B Fa= j Publlcatlons FBCstaff •� Bcls sire Mao j •Dnks Search
Worida
' °•' Product Approval
�� � usER: Public User
"v
z �"_: .V'
Product Annrevll Meru > Product or Aoolicatian Search > Aoolic,uou List> Application Detail
r_ � S -h u.d
I " FL # FL251-R28
Application Type evison
Code Version 2014 ,
Application Status Approve
'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission If necessary.
Comments
Archived
Product Manufacturer PGT, god p}tries
Address/Phone/Email 1070 Technology Drive
I North Venice, FL 34275
(941)486-0100 Ext 22318
di uark@pgtindustnes.com
Authorized Signature Jens Rosowskl
Jrosowsk1@pg0ndustnes.com
Technical Representative Jens Rosowskl
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34225
(941) 486-0100 EA 21140
j rosowskl @pgUndustnes.cam
Quality Assurance Representative
Address/Phone/Email
Category Eztenor —
Ilk
SubWtegory IidinG-Ex[ena�DoorsASS¢mblies
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
I TAS 201, 202, 203
Equivalence of Product Standards
Certified By
Product Approval Method Methad 1 Option A
Date Submitted 08/17/2016
Date Validated 08/26/2016
Date Pending FBC Approval
Date Approved 08/30/2016
year
1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 8/4/2017
Florida Building Code Online
Page 2 of 3
Summary of Products
FL# Model, Numbecor-Name
Description
251.1 GO^c 6]0'fNbY1°Impaai
Aluminum Sliding Glass Door
Limits of Use -
Certification Agency Certificate
Approved for use in HVHZ: Yes
PI.251 R28 C CAC 16&0 9. Q.9_pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/07/2020
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
Installatiop Instmctions
`i4751T0.28CTist'r0629'03 otlf �•.e
product performance information, anchorage details, and anchor type,
V eri ied[B hllamc0ade'BCCO - CERF
size, and spacing information.
rea etl by Indepentlen[ Third Party:
Evaluation Reports
j
Created by Independent Third Party:
i 251.2 ISGD - 670HP (Nan -Impact)
Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CAC 16-0629.04.odf
I Approved for use outside Hill IIZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: No
03/24/2020
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 a28 11 16-0629 04 DOf
product performance information, anchorage details, and anchor type,
Verified By: Mlaml-Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Parry:
251.3 ISGD - 660 (Non -Impact)
Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CAC 16-0629 OS otlf
i Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: No
03/18/2019
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 11 IE-0629.05.odf.
product performance information, anchorage datuls, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 JSGD - ]]0 (large Missile Impact)
WinGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CAC 16-0629.Ob.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant Yes
02/17/2020
Design Pressure: N/A
Installation Instructions
1 Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 11 16-0629.06.Dd
product performance information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
;size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent ThiN Party:
251.5 SGD - ]]OMP (Large Missile Impact)
WinGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CAC 16-0629 07.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
03/24/2020
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
FL251 R28 11 1E-0629.07.odf
product performance information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Party:
'
1
Evaluation Reports
Created by Independent Third! Party:
251.6 ISGD - ]]0HP (Small Missile Impact)
WinGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CPC i6-0629.08.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
03/24/2020 '
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (140A) for
product performance information, anchorage details, and anchor type,
FL251 R28 i1 16-0629 08 otlf
Verified By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Intlepentlent Third Party: j
Evaluation Reports
I
Created by Intlepentlent ThiN Party:
251.7 SGD - ]80 (impatt)
WinGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
7 Approved for use in HVHZ: Yes
FL251 R28 C CAC 16-0629 10.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
08/02/2017
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL2_ 51 R28 It 16-0629.10mil
product performance Information, anchorage details, and anchor type,
Vended By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Party: j
Evaluation Reports
Created by Independent Third Party:
251.8 SGD-2500 (Non-Im act
luminum Sliding Glass Door
I Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CPC 15-0609 10 DR otlf
' Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Daft
Impact Resistant: No
05/22/2018
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
R 251 R28 It 15-0609 10 DR otlf
product performance information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-3030 (Large Missile Impact)
Architectural Systems Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
I Approved for use In HVHZ: Yes
FL251 R28 C CAC 15-0612.06 Landf i
Approved for use outside HVRZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/14/2018
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 8/4/2017
Florida Building Code Online
Page 3 of 3
Design Pressure: N/A
11ristalloldon Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 It 15-G612 fib IL14.9df
1 Product performance Information) anchorage details, and anchor type,
Venfkcl By: Mlaml-Dade BCCO -CER i
size, and spacing information.
Createtl by Intlepentlent Third Party:
Evaluation Reports
Created by Independent Third Party:
1251.10 SGD-3030 (Small Missile Impact)
Arch0ectural Systems Aluminum Sliding Glass Door
I Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CAC 15-0612.07 SM.rd
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant! Yes
OZ/1412018
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 It 15-0612.07 Wrilf
product performance information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
;size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1251.11 SGD-5470 (Non -Impact)
Vinyl Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R26 C CAC 15-1210.02.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/21/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
Fl-at RJ3 Il 15-1211f'a_o9.f
product performance information, anchorage tletant, and anchor type,
Venfied By: Miami -Dade BCCO - CER
'size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third! Party:
j 251.12 SGD-5570 (Large Missile Impact)
Vinyl Sliding Glass Door
j Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251. R28 C CAC 15-1210.01.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/14/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
F051 Rib IT 15-121(1f
product performance information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Intlepentlent Third Party:
Evaluation Reports
Created by Independent Third! Party:
Contact Uz n 2601 Blair stone Road. Tallahassee FL 32399 Phone: 850-487-1824 ,
The state of Florida is an AA/EEO employer. Coovnoht 20D7.2013 State of Florida.:: Privacy Statement :: AccerslblllN Statement :: Refund Statement
Under Florida law, email addresses are public records. if you do not want your a -mall address released in response to a public -records reguest, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 850.487.1395. •Pursuant to second 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
emalls 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 can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click Here .
Product Approval Accepts:
Ju F9_q M
sectsrit�=At�xec
http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 8/4/2017
MIAMI•DADE MIAMI-DADS COUNTY
® PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and othdr 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 "SGD-670 ' luminum Sliding Glass Doors w/ 90o & 135a corners -NI
APPROVAL DOCUMENT: Drawing No. PGT0128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1
through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None: pproved Hurricane Protection devices, complying w/ FBC, as applicable
are required.
Limitations:
1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
width per tables I thin 3. See sheets 6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
limits, applicable Standard or Heavy Duty parts and anchorage requirements. See sheet 10 for straight configured
units and sheet 11 for comer units. Ppckets & Egress requirements to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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.
Thi&NOA.revises NOA # 15-1013.14 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA o.16 0629t03 -
MIAMFDADECOUNTY Expi'rationDate: Apri107, 020 !� ...♦ i _ r
r►provil-Da e: my 21, 2016
��1ti�lb I Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22,
prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn
Miller, P.E.
B. TESTS
1. Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/
TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test
Reports'No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16; 06/07/16 and 06/20/16, all
signed & sealed by Idahnis Ortega, P.E.
2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL-
5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales,
P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13)
2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94
Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared
by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed &
scaled by Marlin D. Brinson, P.E (This file has addendum letter dated 08/14/14 & marked -up
drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-I1-13, all issued by
Fenestration Testing
3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and ATI72138.01-401-18.
4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202
& 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08).
C. CALCULATIONS (submittbd under file #14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E.
----2.— ---2.-- -Glazing complies with ASTMS-1300-02, -04 & -09. -
1s1..9 I . Lk,;�
Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07, 2020
Approval Date: July 21, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submittedlunder file #14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5' Edition) and "No financial
interest",prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises # 15-1013.14, expiring April 07, 2020.
2. Test proposal # 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (P edition).
4. Test proposal dated 6/4/13 & 08/1.2/13 approved by Jaime Gascon, P.E.
5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO.
kSkAfl, . U�
Is aq I. Chanda, P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07, 2020
Approval Date: July 21, 2016
E-2
SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 90°/135P CORNERS
GENERALNOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
3)ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA
BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSUAFBPA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MU-$T BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT
FLORIDA BUILDING CODE. AS APPLICABLE.
TEST REPORTS: FTL-5254, FTL-5979, FTL-5960, FTL-5987, FTL-5994, FTL-6002, FTL-6034, FTL-6035,
FTL-7554 AND ATI 72138.01-1401-18
...,
Gmllp
Anchor
Substrate
Frame
Member
Min. Edge
Dlstanl:e" I
Min
Embedment
1
Il4-Else Ultmeon
Co�Nrete m1n. 205
a
eeISIVJamb
1'
1 0'
U4t- CMU,(,'.M
e)
Jambonly
2-1I2'
GnNetl GMU STM GBO, min.2kSi
N
Jamb onl
2-IIY
1314' _
R
114' Ekb1f0 9 9:
CreteFlax
tr—ConnmlelmM'3:35k )�T�
r]IIIIIIiDremNaO CMU'.tA9TM Ge0}�
�eRUSONSemPne 5G-O551 -�
_HeatlI3BVJambY
tJambkn(�
�aNSINJ3mb.:
, .,,{,1
i vl
_t �asl.1.395'..�.
.13'41'.:.
�7.114Yi
Concrete (min. 2.B5 M)
wedISH
1'
tl4' EIS' utmcon
Ongmuted CMV A31M G90
Jamb onl
1'
1-I/4'
k12, 1e00r 410
S.S. SMS,
P.T. Sa mPIN, (SG=055)
HeaNSilllAmb
6116•
1J8`
Alominum, 6113315'
FkeN8lWJamb
YB'
0.063'
Steel, A3fi'
FeeW81II/A b
&0'
0.050'
3
(min. 111
Sleet Slatl, A653 Gr. 33'
Hee413IIVJSmb
80'
0.0451.
1W Eko IM S.S.
A,,m t.r
C m.W (min: 3.211 kep
Hea415Y1/Jamb
1-t12'
I-0IS'
UrarOutetl LMU, (A$TM G90)
Jamb onry
2'
I4M•
Gmutetl CMt (ASTM C90, mm. 2 ESI gmN1
Jamb only
2'
2'
P.T. Soulbem Pirc SG=Ob5
HaaN501lJemb
1'
1310•
4
k12, Steel SM3 G5,
(mN. 11 mreatlellnl
P.T. S.OMn Plrc SG=0.M)
fkeNSM/Jamb
&16'
13T
AIMInum, M0 75'
HeaN5ltllhmb
WB'
Omer
Steel, A30•
Hea4l91NJamb
10'
amw
Steel Slutl A053Gr. 33'
HeaNSilUJamO
3'0'
0.0451•
- MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE To MEE I MIN.
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
"P-HOOK INSTALLATION REQUIRES 2.693' MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR
ALL SPECIFIC P-HOOK REQUIREMENTS.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. I AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED, NONSHRINK, NON-METALLIC GROUT,
MAX. 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT
TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30R FELT PAPER OR MASTIC IS
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
TABLE B SEE DETAILS ON SHEETS 4 & 5:
Glass
Type
Descripbon(Listed from EMNOT Re 111DA00
Gt
3116'TEMPER" O GLASS
�G1B_
114'TEIAPERED GLASS' i` -
Be
1'I.G.: 3ltfi'IEMPEREO GLASSTNB"AIRSPACE +Li6'TEMPERED GLA99
GeA
1'LG:1W TEMPERED GLASS 110 AIRSPACE. IN' TEMPERED GLASS
SHEET
GENERAL NOTES .............
I
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4,5
ANCHORAGE .....................644
DESIGN PRESSURES.......
6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................
15,16
PANEL / SILL TYPES.........
17
CROSS SECTIONS............
18.19
PARTS LIST .......................
20
EXTRUSIONS ....................
21.22
STANDARDS USED:
52014 FLORIDA BUILDING CODE (FBCI. 5TH EDITION
aASTM E1300.09
aANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, AOM-2010
6AISIS10041,2-2010
DESIGN PRESSURERATING
I IMPACTRATING
SEETABLESI,2&30N
SHEETS 6, T & 8
NOT RATED FOR MISSILE
IMPACT RESISTAIIGE
_ : x
•:.!OiYFFlL, cNVc:':
A. LYNN MILER P.E.
REV W05
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH MAX. UNIT WIDTH jam— LOCATIONS USING DETAIL 'JW,'Jc', "Kw' OR "Ke INSTALLATION.
I EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
NOM. PANEL WIDTH NOM. PANEL WIDTH pXXXXP, pX00(XOR XXXXP. OXXX IN POCKET CONFIGURATION
PER TABLES 13 A PER TABLES 1-3 to CAN BE OXXXp.
-�`r-- 'J`r---
- 2) 90° 8 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
1 ' t OF ANY 2 STRAIGHT CONFIGURATIONS.
pg
MAX. UNR t 1 i .0 MA%. UNIT 1 Jc i g @LL g 3) FOR NOW. PANEL WIDTH, SEE TABLES I3.
HEIGHT / 1 t I'iW HEIGHT / 9 / I�ew
I S'B PER TABLES I3°X'=OPERABLE PANEL,
PER TABLES I3 S
'O'= INOPERABLE PANEL,
9O` per i $ 'P'=POCKET �DETAII LETTER
LL�_ Ir___: x W = WOOD OR METAL INSTALLATION
1-PANEL r .ANEL�j�. ® 'c'=CONCRETE INSTALLATION
CONFIGURATIONS ONFIGURATIONS', to SHEET NUMBER
MAX. UNITWIDTH MAX. UNIT WIDTH DLO WIDTH =NOW. PANEL WIDTH -r
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125-
NOM. PANEL WIDTH a t NOM.PANELWIDTH 1 t3 t 13 PANEL HEIGHT DOOR UNIT HEIGHT -1.866-
PERTABLES I3 PER TABLES I3
t 18 19 Jw J � e
1 14 I 1
MAX.. �NIAt 1 is jdl MAX. UNR 1c
HEIis t to 1 Io�o
1a 1 IZy GHT I� �PUCTYEVYyL
HEIGHTPER
1 1 iC�� rMa.n�wiLAaa
PER TABLES I3 TABLES I3 1$ei A N+ I - L2..Gj
ii� Ij any EtIiW Pu '
NOM. PANEL WIDTH
PERTABLES 1-3
MAX UNIT
HEIGHT t 1
PERTABLES 13
MAX. UNIT WIDTH
5-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
t eop
MAX UNIT
joy
HEIGHT
Ivey
PER
8a&
TABLES IJ
I �
D1fJt I oo
rEar.rr,wrwsiatac
saaero NTS 1 2 w 22 PGTO128
?.: k
?lo. 56]05
A LVMIRIILLEfL P.E.
P" U705
EXAMPLE CONFIGURATIONS
MOM., PANEL WIDTH
PER TABLES 1-3
to
MAX. UNIT
HEIGHT,
96"-0R 120"
MAX. TESTED UNIT WIDTH =
355-7116' @ 96- HEIGHT
300-U4'@120'HEIGHT
i
MOM mSRI
m m
6-PA4EL CONFIGURATIONS
MAX. UNIT WIDTH
MOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT 3
HEIGHT 13
PER TABLES 1-3
/S9%Sa�lv&vrrJ.
iCAfE7�■
m m m AiL m
m m m m m
m � m Q_7 fmPl W
mm
it
PO T
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL-J.-,'JC,'Kw- OR -Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXKX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90- & 13W CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS,
3) FOR MOM. PANEL WIDTH, SEE TABLES 13.
'X' = OPERABLE PANEL,
'O' = INOPERABLE PANEL,
'p' = POCKET
DETAIL LETTER
qW' = WOOD OR METAL INSTALLATION
'c'=CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = MOM. PANEL WIDTH .7"
DLO HEIGHT = DOOR UNIT HEIGHT-10,125"
PANEL HEIGHT =DOOR UNIT HEIGHT - 1,866'
Y ss moov, r REVISED
�2� MtlinyyG�e 1N 1Fn RoAdn
°yw KanEY.cn n.,�2 -a3
Eyivliw Ads
S�+IF� nnc.rra
MAX. UNIT WIDTH
MOM. PANEL WIDTH
PER TABLES I-3
I
MAX. UNIT t 1
HEIGHT
PER TABj3 LES 1
J�
m
m
m
m
m
m
m
All
iV
iV
iH7
f[7
iV
f[7
iV
8-PANEL CONFIGURATIONS
CERr.CFAUM./D]p9
WG 70
--.k: Wr. SdrOS `: s
�6TA =or
3URATIONSc'S;
I. SGD-NON-IMPACT
o•+ar -: A. LYMI MILLER P.E.
3 122 1 PGTO128 B PEA 5N05
GLAZING DETAILS (G1 & 01A)
3/16" T_ GLASS
EXTERIOULL
XGLASS
EXTERIOR
3116" TEMPERED GLASS, TYPE GI
MOOD rRRVI D
�umtl7ie¢ wn\ the FL�M�
r�1iyCMe
E�FYmY�6N
yf pell mE�N mpdmild
1/4' T GLASS
74
EXTERIOR
a
314' NOM.
GLASS
BITE
78
54
1 /4" TiEMPERED GLASS TIYP.E(G:1A
IIUi
'•-"'�'�
_�: -,�.''%,
lei
.. 5E105
GLAZING NOTES'
,,
'T'=TEMPERED
-
:. Q'r
.miner
min
ema7EcxxulooroRrvE
m IENILE. R.3l]75
cERr. oFwm.amne
®
gym.
GLAZING DETAILS
0.LYP Ek SBU OS PE.
m
e.m
SERIES 670 ALUM. SGO-NON-IMPACT
a,mm
scos7a
NTS
4 • 22 POT0128
B
•f
JR
or
04
R.em
OT
GLAZING DETAILS (G2 & G2A)
SILICONE
HOT -MELT BUTYL
STRUCTURAL
1' NOM.
SILICONE
STRUCNRAL
1(4'NOM. FOAM
3HB' NOM,
POLVISOBUTYLEN WITH
311 fi' T GLASS
WITH DESICCANT DESICCANT
5/8' AIR SPACE
EXT. GLASS EXT. GLASS
3/16' T GLASS
74
EXTERIOR
INT. GLASS
INT. GLASS
a83
3/4"NOM.
Ix1 KODISPACE 135 SUPER
124.127
4SG TPS SPACERWNXT"I
GLASS
BITE
— e
—
—
55
ALUMINUM
REINFORCEMENT pOLYISo_
DESICCANTFILLAREA
1" I.G. GLASS, TYPE G2
BUTYLENE
5/18' NOM.
511a. NO!,. REAL
BUTVLS
SILICONESEAL
DESICCANT ROLL-FORMEO
MtTrREV=D
FOAM STAINLESS STEEL
lamooSYp�Nae Wv164
1' NOM.
EXT. GLASS
EXi, cross
A4 /5-oG19.03
E.p.+b D4Y 2
1
1!4'T GLASS—
IM. GLASS
INT. GLA55
- pldaeLCaLW
1M2" AIR SPACE
114'T GLASS
DURASEAL® XL EDGE
12e f21
TO
74
SPACER SPACER
EXTERIOR
83
12d-12]
314' NOM,
GLASS
BITE
9
55
REFERENCE TEST REPORTS: FTLB]I], 8888 8 8978
\\�1T LY'NN N,/
+R
';
V I.G. GLASS TYPE
G2A
"IellSE
_ s; '•.
5S7B5 '.
GLAZING NOTES:
T=TEMPERED
�`; No.
'
dRa
OSNSl16-
ADDED SPACERS.
rom]EarxoLosrwur
GLAZING DETAILS
G,c... �loRlow •�G,•
n:vwzEnsr2]a.
�pdeo-144o
SERIES 670 ALUM. SGD-NON-IMPACT
.
a.
CERT.OPAfRM 6392R➢
rA'CVNNMIL4'E�R RE,
p, 5 7,,
SG66M
NTS
uwu+
6 a 2 PGTli726
_'�FSSIONP�-�
B
JR
OXam
r—ml—`
Pang
Desclip6on
Material
124
Kammarlllp 4SG TPS Spaeer System
125
OuaneX Super Spacer nXT With Hot Melt Butyl
Bee INs
Sheet far
128
Ouanex Duaseal
Materials
727
CeNlnal XL Edge Spacer
nu DBsign Pressure (DP) and AnchorOuanfifies Required, (tor all approved eonfigurafions on Sheets 2 8 3)
Farcomm.anal mcholme on 9Y or 13Y cmm units, sae sheet 11
Tate apples to all Glass types am
Door Unl
Heigh
&'
90"
Ire SttleTAslmgal typm shown bear.
PmBUs (+)DP may De'MAW by
Table 1A.
r DILO
llr
3-10 0.0
] re" DLO
1T
➢8' DLG
AncOorGmup
AnchorGmup
-m mop
Me GmaD
1 R 3 4
1 2 3 4
1 2 3 4
1 2 3 4
Oa-nP99sWB
.0.01-1271
.900/420
•B00/-f10.a
+800/-f02B
17•
MeaNSill
G.1
G+1 C/+1 CA+1
GN G+1 C4H Gat
G+1 G+1 G+1 C4+I
01+1
G+I
CI+1
GH
24,
GLO
JxnD
8
8 8 B
B 8 0 8
8 8 8 B
e
8
8
8
P4mdr
BH
8+] BH eH
hit Tait ]•B ]+B
7+8 7+8 7+8 7+8
T+B 1
7+11 1
7+8 1
T+8
fks'n Pressure
+80.0/-10fi.3
+900/-100.2
+90.0/922
.OA3/AA3
23'
NostrilG+1
GH G+1 G+1
G +1
C4 +1
C4N G+1
G+1 CIn
C4+1
C4+1
C4+1
G+1 G+1
G+1
m"
DLO
Jamb
B
e e 8
8
8
B 0
e 818
0
8
B 8
B
PUoak
B+1
BN 8+] B+T
]+0
i�8
7+8 7+8
T+8 1+8
l+0
l+8
7+8
7a8 i+8.
_1+8
Oas-n ArNasum
+900/A28
+87.3/973
•800/90
Mill
3.B
0.
Hee15m
1 Jame
GH
B
G+1 G•2
8 B
G+2
0
G+1
8
GH CI+1
0 8
GN
a
UN
8
G•1
8
GN
B
GHI
8
C4+1.
fB%
G<t
••
C4+1
4r8�
Gq+1
m8al
PLmk
11
6+7 1Bai
eH
+a 7
T+B NB
NB
]+8
T•8
T*8
-3
N+BI
s +81
rT+81
a +B
8A5 nPmseum
.07/d87
.70.4/-784
.71.6/-71X
185.8TS68-
35'
HeaWSill
G@
G•2 G+2 G+2
G+2
G+2
G+2
G+2
C4.1
G+1
G+2 G+2
PA.1
01.1
G+2
C4+2
P.
RO
JmnD
8
8 8 B
a
8
e
fi
8
a
8 e
e
8
e
B
c
PLmk
aN
B+1 6+I BO
T•0
AB
iW
AB
778
7+0
7+0 T+B
T.a
7+0
NB
T+a
E
pu'nPressme
aR.f/-P.1
H2O/-72
aBp O/90
4P
NeeN3tll
G+2
G•2
U+R
G•2
G+2
G•R
G•2
G+2
G+2
g02jC46.0
U+2
G+2
G•2
U+2
G+R
CN2
G.2
MO
Joni
a
B
B
6
8
0
e
0
B
8
B
B
e
8
0
8
P-0mk
8+7
8+7
BB
6+7
7.0
ia8
AB
Na
1+8
7•B
T+8
T•B
1.6
7+8
7+8
7+8
4T
Damn Pressure
N¢aNBlll
G+2
G+2 G+2
U•2
C4+2
+&..4/4674
G@
G*2 G+2
G+2
+61.0/S1
G+2
G+1
C4+2
C,1+2
.54.7/d47
G+2
C4+2
Cf@
'Jerre
a7
e
0
B
fi
61
+
+OL
8
7+8
7.8
7+
8PAmk
LasPom
+681/691
+005/410fi
0+2
O1 C0
C=G+
G8
G+3
C<+2
.+2
G+2
G+2
C4+2
C,I
C,1+2
G+2
Jmb
B
a
8C4+3
6
B
B
B
B
8
8
8
e
+7 6+7
H
7a6
Tg
TB
I ]+8
I r,
1 7+8
1 T+8
7+8
7+8
7+8
7+8
FOR EXAMPLE ON USING TABLE, Stt slot l T.
DLO WIDTH = NOM. PANEL WIDTH - 7-
OLD HEIGHT = DOOR UNIT HEIGHT - 10.125-
PANEL HEIGHT = DOOR UNIT HEIGHT -1.866'
Sill Heightto Max. (+) DP
(Water Infiltration Rating)
Bill Riser Height (•)Design rEN(Flat or Box, sea Pressure, psiSheet 1T) OH LENGTHFlush-l-il2' see note3 OH RATIO=OH HEIGHT i 1
SEE NOTE 3
NOTES:
j 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4" SILL.
2) WHEN USING THE 2-1/2-SILL, POSITIVE WATER DP IS 46.67 PEE MAX. WHEN USING
THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL,
POSITIVE WATER OF IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE
1A.
3) 4-.3-1/4' AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1-1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER
INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT
INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO
BEINSTALLED.
-)DDUCratirvi D
p816gnkk lD+Fludds
.n arra ACCcsAmi V nPTAll C
THt YULLUWINb JIILC.MJ.W
L
l....---"--..-...
Stalght Astragal
Lockstlle@
90-Astragal
Lockstile@
135-Astraga1
Lackilile@
Interlock
P-hook'
lock5tile@lamb
Assembly
Straight Astragal
Assembly
90'Astragal
Assembly
135'Astragal
Standard Stiles
Standard S[Ile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy -duly Stile
Heavy-duty Stile
Heavy-duty Slile
Standard Astragal
Outside Corner„
Outside
Corner
ins de
Corner
'-s--$U
r"[�rr•SA�LJ
er (i
Corner
xt
Outside
Inside Ca
Part q60 (Stile)
Part n60
Part n61 (SBIe)
Par["cs,(Cornsr
p
Part ilfi0 (x2)
Part p60
Partn60
pPaan n#60(S67 tile)
Heceiveq
p
y o"CETLar276
LERr. CFAU7H t]8mB
art
art
Corner;I,r
.r.
g119 (out)
Partg61 (Stile)��'rrL\,.,CCrISp�(C�T-/,.
n120 (In.))
Parts p31&632
Part n61
., h
(Corn.BFxd Mount)
6870t
- 6 u lu
Vic`-�eR1o?.'r�.•
A. LYNN MILLER. P.E.
DPAND ANCHORAGE
SERIES 670ALUM. SGO - NON -IMPACT
�WJ[
tr'
+.� over•
_''%'
SGp810
NTS
.6 o22 PGTD126
B
P.E 0 M705
d
b'or
CAPP�OVd(
SCANNED
USERaPubIl,Wrr
BY
St. Luce County
PmA tAnnmvM Menu> Pruftdor Aunllcaton Search>
Aool'cation Llst> Application Detail
FL#
EL263-R3O
Application Type
Revislon
Code Version
2014
Application Status
Approve
-Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or Me Commission it necessary.
Comments
Archived
I
laj
Product Manufacturer
P6T1 du;tries
Address/Phone/Emall
1070 Technology Drive
North Venice, FL 34275
(941) 486-0100 Ext 22318 ,
diva rk@pgti ndustries.com
Authorized Signature
Jens Rospwski
jrosowski@pgtlndustries.tom
Technical Representative ]ens Rosowskl
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 2114O
jmmwski@pgtindustdi .com
Quality Assurance Representative
Address/Phone/Email
Category Wlndpws
Subcategory Mulhons f
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)
TAS 201, 202, 203
TAS 202
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 05/24/2016
Date Validated 05/25/2016
Date Pending FBC Approval
Date Approved 05/25/2016
Year
1994
1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbI... 8/4/2017
Florida Building Code Online
Page 2 of 2
Summary of Products _
FL#ddl; NumbeY,or.Namc
Description
'261.1 Y Mullions foIzaDdoi30d1WIl1d7 -
luminum/Vin I Mullions '
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL261 R10 C CAC 16-0218 03 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
S! 2DZI
Design Pressure: N/A
Installation Ias_[mctions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
�2.-7Tt' I--'0218T'03'otlf
product performance information, and mullion clip anchorage details.
Verified By: Mlaml-Da a CCO - CER
Created by Independent Third Parry:
Evaluation Reports
Crea[etl by Independent Third Parry:
m
Contact :: 2601 Blair Stone Road Tallaherseg FIL 32399 phone: 850,487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of F orlda.:: Privacv Statement :: Acce,sslallity Statement :: Refund nt
Under Florida law, small addresses are public mooms. If you do not want your e-mail address released In response to a public-reconds request, do not send electronic
mall to this entity. Instead, contact the once by phone or by traditional mail. If you have any questions, please contact 850.482.1395.'Pursuant to Section 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
smalls 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 emall address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please
product Approval Accepts:
®W701 C21 M
securitl*NrernJcs'
http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbI... 8/4/2017
Design pra9eum (Dio) and Anchor Duan08es Roqulred, (for ag approved conTeuraBona on Shaeb 2 8 9)
F..., xi elimace on on 135• mneruNs. vx N.11
Da maH
N
T]bIB.[dn maR CJeaa hPb aM
ro.
an.
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IB
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Saint Pat" 0) DP By
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A t lap
irwrmics.
BuTericutruip
c v+
rc
Anc Ca"a
rc awP
AMIe1!/Tetle 1A.
f ] J
i
1 3 3 0
+ R 0 ♦
1 2 3 1
1 2 3 <
1 3 3 <
1 3 3 <
t 3 a 1
W PnasuR
+W0/-1 .0
+900L1330
. 0/- 2
Till •Till
+800/-fOGO
• .OPW.O
+90.0P03.0
+BnO/d&0
1T
Hmd3111
Gw ENt G•1
GN
G+t UH CIH GN
CH1 GH G+1 CNI
GH G+1 U+1 Gw
CN1 U+1 cs
G+1
Uw cut de UH
UN U.1 GH G+1
UN G+1 CN1 U+1
.u,
8 B 8
0
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0 B e 8
10 10 10
10
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10 10 f0 10
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+810/-011
wr."'e
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C5+1 C5+1 CSw C5+1
CS•1 Ce•1 CS•1 L5+1
CRw C8+1 IZ•t
GN
Gw LBTt Cbl CNt
CSw C0+1 C5.1 CBw
UT1 Gw CS•1 U+1
J0,
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to +0 10
10
to to to +D
m to to m
1D m to 10
ua
ume
PAzk
B e m
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e
b9
e
1+0 bB Br0 b0
NB 0•B S+B Bw
]+0 B+B 0.8 b0
bB b0 eT0
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b0 b0 BTa BTO
0+10 BNO W10 W10
9+to BHO 0.10 9.10
pEttyfpmaue
TW.O/-1120
•900/•110•
+Boo/-10&]
+80.0/-005
+80.0/-0IA
•B5J/4319
lwol to
N69/903
IIn8180
Cb2
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CS•2
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CS•1
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pit CS•1
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8 B ID 8
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ID 8
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8I
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10
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1 10 1 10
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Am0
PJCN
OLO
9
7T8
B 10
bB b0
B
B•B
he b0 b0 bB
...
...
SIR ...
ITS
bB
8.9 8+0
8.9
8.9 Bw
Bw
1 bB
1 b9 b0
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.IC
STIR 0.10
B•10
0•f0
0.10 W10
OtlD
CM+.9n PRasun
+ttl.0/-111.8
T00.0/-TOTS
+90.0/SSI
w}.0
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+]S}/-]ST
+IO.B/-0OB
Tfi66/d0B
30'
Hud9111
Cb1 CBw Lew
Lew
Uw Ce•2 E6+2 CB•3
CB•2 Cb2
Uw CSw
Cb2 Uw
CSw EM2
CLT2 St2 G+2 Eb1
CSw CB•3 Uw CSw
CB•1 CS•1 Eow CBw
CB•f C0+1 Cb3 G•2
IY
10
0
0 0 10 8
0 8
10 9
0 B
10 8
to la10 10
10 10 10 10
10 10 t0 10
10 10 10 10
Lmb
PLwY
OLO
8 8
7+0 ..B 0.9
e+9
}w Bw b0 e+0
ITS Bit
SIR0.0
7. b0
bB 9+B
eTB B+B 8T8 0•e
B+0 8+9 BtuBtB
Owl Bill IT- e•m
Owl b10 I W10 I BITS
Wen Prvnme
1 /9028
TMO/BLII
T073/429
+00.0/-NO
+IxB/-T9.0
+BflB/-0B.e
+Br.e/{ o
MRI.0
41'
rim9510
GN3 Cb2 CS+a
C5+9
CS•3 Ce•3 CB+3 CS•2
Eb2 C5+3
C5+3 U+2
Uw Cb3
C5+2 U+2
tl•3 Cb3 CSw Eh3
CSw CS•2 f5+3 6.1
CS•2 GM3 C5+1 C5+2
G•2 L5+3 CSTR C5+2
I0,
ao
"Jana
P.
B B ID
}.e Bw b9
e
e•0
8 9 f0 0
].9 e.B e.6 ew
a e
]+e e•B
t0 B
e+. be
6 6
}+e C+9
t0 B
e.B e.9
t0 JO to tD
Bw be e.B 6.0
10 10 t0 t0
Bw F. e.e F.U.
10 to ID to
b1l 0+10 w1D Bill
to to ID f0
B•+o B.tD 8.11 b1a
ma .Pmeaun
TBxI/diD
+».2/-».3
+9La/.W.6
wxa/<xa
IT
Wed3111
Gw
G+2 CSw
CST3
Gw Uw G•2
Cb2
Gw Gw
Cato
CSw
G+2
04•2
Gt2
CSw
U,
ad
3amh
B
5 e
e
B1 e e
e
e e
e
e
B
e
e
e
Plmk
b]
}+e ]+B
}+e
7t8 ]t8 T+e
]te
]+e }w
]+e
]•8
7.8
7.8
7+0
]•B
Not available in these simes
a
QG.R
.Ha3/-A3
I'Mea
l 0
TOttoMa..o2si
w
UT9 uw
.2
G+2
CSw
Cola
Uet3
6a+3
e
B
e
e
BN
HBB
i+0 h8
]w
]+8
]w
h0
]+8
}w
7.B
].a
.
i+8
(J = EXAMPLE ON SHEET
E & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21 S 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
,wn IvLLOWING STIL
Straight Astragal
lackstile Qa
90'Astragal
Lockable
135'Astmgal
Locks0le@
Interlock
P-hook
Lockstile P lamb
Assembly
Straight Astragal
Assembly
I 9WAstragal
Assembly
135'Astragal
H;. ty Stiles
Heavy-duty Sllle
Heavy-duty Stile
Heavyduty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heald-tluty Stile
Standard Astragal
Outzitle Gorne/t.
Outside
Garner
'�'M'ae
Co}ne}
Corne�V
Corner
Outside
�
aJ�J-U
Inside Gamer
Corner
Part dfil (g2)
Part gfil
Partd51
Pad #61(Stile)
Partp6](ASlragal)
part p6l
et
Partx 3R (Corner
Part p119 (Out)
P art A120(1n.)
pan
k31(&t#32
Part q61
Receiver)
(Corn.&Fxd Mount)
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4' SILL.
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4' SILL. POSITIVE WATER DP IS 60.0 PSF MAX.
WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 41, 3-1/4' AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1.12- SILL IS NOT AND MUST ONLY BE USED
WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FSC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR
WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO = OH LENGTH
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT
sepwo LTS L 7 • 22
OH LENGTH
TARI F 2A
SIN Heightto Max. (+) DP
(Water hlAlthation Rating)
SIIIRiser Height
(+)Design
(Flat rK Box, see
Pressure, psf
Sheet 17)
Flush -lAiT
see date
Lo.-2-1/2'
+46.67
Medium -3114-
-60.0
High-4'
SEE NOTES 1-3
DLO WIDTH=
NOM. PANEL WIDTH-7-
DLO HEIGHT =
DOOR UNIT HEIGHT -10.125'
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.856'
1'11061)CrREVISEo
cuo'bin9wah fix 9ludda
h.n\eal'd•
EBpk�i1rR0Ni0.ie/.o
kTja/Ihak tCn µµa
. N•_..._....p.le
OH RATIO 21
k '
tfo.:c]OS -
NOTE
S, TE,
�
IMPACT
�,'I,,,��'•`
A, LYNN MILLER, PE.
IPGT0128
1-3
RE45ST15
y Design Pressure(DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal oncl mge on BP or 13V wirer unite. Sea street 11
Due, UtlI
Height
Table."Im. to ell Glom types and
tlu StJe/Astragal types shwm
below. Pozake (*) DP may be
limited by Table M.An
BP
tµ'
98'
6P]/9' DLO
]}]/8' OLO
]9-]lr a' DLO
BST/B
or TyFe
Aeelar Type
Anchor Type
Atwhor Type
a -, 3 4
1 2 3 4
a 2 3 4
1 2 3 4
Dec o acaum
+G.1
+C4+1
-
1T
H.a Sn
Gal
GN
NN
GN
G+1 Gat
GN+G+1
NN GN
G+1
CAN
G+1
GN
24,
DLO
Jamb
e
8 B
8
B
e 0 e
e
8 B 1 a
B
1 8
I a
I 9
PMok
e.1
7+8 1.1
7.8
7+a
]+8 T+8 ]+8
NB
7+8 ]+8 7+8
NB
7+8
7+8
7+8
DaVan Pmssum
+90.0/-159.5
+00.0/-/50.3
+90.01-138.2
+P0.0/-12B
23'
Heedesn
C5+2 C5+2 C8.2
08.2
0+2 C5+2 011+2 C8+2
C5+1 C5a1 G+2 CB+2
C5+1 C5+1 CB+2
C8.2
w
DLO
Jamb
a
e 10
8
e
1 e 10I
a
B
B
10 9
e
a 10
8
P4xmk
8+9
9+10 9.10
8+10
8+9
9+10 9+10
aeto
8.9
9+10
S.1019+10
8+9
W10 9+10
9.10
DesignP ..
.90.0/439.4
+90.01.IW9
.v10/4"
.wo/-Ifas
Haad/Slfi
C5+2
C5+2 C6+2
Gat
C5+2
C5+21 C6.2 C6+2
C5+2
C5+2 C8+2 1 C5+2
C5+2
C5+2
C8+2
CB+2
36'
DLO
Jamb
a
9 1D B
8
8 10 8
8
8 10 8
8
e
10
8
PEk
8.9
9N0 9+10 9+10
6+B
8+10 9N0 8+10
99
9+10 9N0 9+1D
Bag
eNo
9N0
9N0
Design Peace.
.W..01-125,5
+90.01-117.6
+90.0/-10Z3
.90.0/687
1.
IbaNsil
C6+2
C5.2 +2
C6a2
G5+2 N+2
Cfi+2
N+2
C5+2
C5+2
C6.2
Nat
C5+2
N+2 C6+2
C8+2
c.
42
DLO
Jamb
9
a 10
8
671 e
1 10
1 9
B
I 8
t0
B
B
8 10
8
P41ook
8+9
9ND 9+
9.t0
9*9 BNO
9Ha
9N0
8+B
9.10
8.10
8.10
9+0
BNO BNO
9+10
Deelgn Pmseum
+9a0/4157
.90.0/-f08
+a0,0/-Bee
'91
41'
HoaNSill
C5+3
C5+3
G+3
N+3
CS+2
CS+2
N+3
N+9
C5+2
C5+2
G+2
G.2
C5.2
CS+2
C8+2
CB+2
48'
DLO
Jame
a
8
10
a
e
B
10
e
8
8
ID
8
a
8
10
e
P4mok
8+9
9+10
B./D
9+1D
8+9
9+f0
9.10
8.10
8+9
9+10
0+10
0+10
8+9
9+10
9+10
9+10
Deagn Pmsawo
+63/-83
a772/.77.2
+69.8/L9.8
4N..6/82.6
dT
Hestll5al
C4+2 CN2 C5+3 05+3
G+2 N.2 05+2 C5+2
N+2 C4+2 C5+2 C5.2
N+2 G+2
G+2
Gat
ru4,
DLO
Jamb
B
0
a
9
8
a 8
807-.
9 8
8
8
8
B
B
Pdxwk
8+7
7+8
NB
NB
7%
Aa 7a8
7+8
7.8 7+8
7+8
7+8
7+8
AB
7+6
Design Pmssme
+79.2/-19.1
a13.3/-733
+601-
+58/48
53'
HeaN581
C4.3
C.1+3 C5+3
C6+3
G.] Ct+3 C5.3
C5+]
G+2 CS•3
05a3
Nat
G+2
C4.2
N.2
�,
DLO
Jamb
8
8 a
B
e
8 8
B
7+8
7.0 7+B
7+8
7.B
]+8
7.0
Na
AB
]+B
]+e
FOR EXAMPLE ON USING TABLE, SEE SHEEI y.
DLO WIDTH =NOM. PANEL WIDTH -7'
DLO HEIGHT = DOOR UNIT HE IGHT - 10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866-
Sill Height to Max. (+) DP
(Water Infiltrallon Rating)
Sill Riser Height
(+)Design
(FalmBox,see
Pressure PSI`
Sheet 17)
Flush-l-i/2'
see note
Low-2-12'
+46.67
Mad=-341C
+60.0
High-4-
+9p.0
SEE NOTES 1-3
OH LENGTH
OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL.
2) WHEN USING THE 2-12' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN
USING THE 3.1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4'
SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED).
SEE TABLE 3A.
3) 4', 3-1/4' AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1-12" SILL IS NOT AND MUST ONLY BE USED WHERE WATER
RESISTANCE IS NOT REQUIRED. MAC. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT
DIAC-RAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND
EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR
PAIRS TO BE INSTALLED.
Interlock
P-hook
Lockrtile @lamb
Straight Astagal
Assembly
Lacks0le@
Straight Astragal
9o'Astrsgal
Assembly
Lackstlle@
go-Astmgal
135'Astmgal
Assembly
Iarkslile@
135'Astragal
Heavy-dury5tjles
Heavy-dury5tile
11mydury Stile
Heavy-dury Stile
Ha.wAuryStile
Heavydury Stile
HeaWAutyStile
Heavy-dury Stile
Heavy-duty5tile
Heavy-duty Astragal
Outside Comer
Outside
lassie
Come
qt:mr:'��1--1�I
�Lal-`�F41%
___
Corner
Inside
Corner
Ou[side
Inside CO+-s��y
mmmeeerrr 111 III
Corner
Part P61(x2)
Part 061
Part 961
Part 961 (Stile)
Partp68 (Astragal)
paM1661
ol
Part g118(Come,
(
Part p119 (Out)
Pan1120(In.)
park 931&t#32
Part051
Receiver)
(Com.&Fxd Mount)
CORT. OFAIJIat #2329F I �_ ' I BDD610 I NTS 1 8 e 22 1 PGT0128
IEN
/• No. 59795 : k
/i
A. LYNN MILLER P.E.
P.15458705
NOFRAME "7+8-P-HOOK ANCHORAGE CONSISTS OF:
SEE
JAMB (7)P-HOOK ANCHORS,
SEE'C5•CLUSTER MAX. UNIT WIDTH
SEE'C5" CLUSTER DETAILS,
SPLICE
REQUIRED @ (PERPENDICULAR TO GLASS
DETAILS, SHEET 10 FOR REQUIRES'C6' SHEET IO FOR INTERLOCK
NOTE,
THIS
'••.. EXTERIOR PLANE) SEE TABLE 2, SHEET 7
POCKETS
INTERLOCK CLUSTER. SEE
\ , DETAILS, SHEET 11
SHEET
SEE POCKET 8 P-HOOK
-HOOK
() r_____
JAMB
NE WID
z \- PANEL WIDTH
x xxx
MOUNTING E,
INSTALLATION, ADAPTER
x
x x x x
�o'
THIS SHEET ANCHORS MIDWAY
�3•MnX
j
&SHEET I6 BETWEEN P-HOOK
,• ®'
ANCHORSSAT 3° L
;',l •`, FROM TOP 8 ¢ ®I
O
" FRAME
) Ip x ANCHORS 98
;
I:t•.':' BOTTOM ;oy 1<'
I^I 1 oll
UNIT
TO OPENING
END PANEL
ANCHORAGE
24• MAX.
O.C.
(2 ANCHORS)
•+2'
ANCHORAGE
CENTERLINE
OFPANEL 1
24' MAX.
O.C.
60"
NOM.
PANEL
WIDTH
EXTERIOR IORR <J
CENTERLINE 0
SEE
INSTALLATION
DETAILS'Jd &'Kd,
SHEET 14 & PART
DETAILS'J' & W,
SHEET 19 FOR
P-HOOK
ANCHORS
16'L'IAx.O.C.
I
p0=P-HOOK
O
,'U
ANCHORS
m
o = P-HOOK
A
MOUNTING
3•MA%.
ADAPTER
—
ANCHORS
SEE"C5'CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
MAX.
4 PAIRS OF
ANCHORS
Ax. (TOTALS
21• M
ANCHORS)
O.C. PER JAMB
—i (SEE JAMB
1 DETAIL
BELOW)
1
F MAX. -`ANCHORAGE (SEE
ANCHORAGE L I
(SEE SKETCH BELOW) I
I \`x x x*
.wZ. �•.y �•.Y
�.-2. \-2• •. SKETCH BELOW)
ANCHORAGE ANCHORAGE
8"MAX,TYP. ---IL
ANCHORAGE ANCHORAGE ANCHORAGE
2.04'
EXAMPLE'5-PANEL 2TRACK. 90°OUTSIDE CORNER -2XX00(O-EXT. MOUNT POCKET ANCHORAGE PLAN:
60' x96" NOM. PANELS, ANCHOR GROUP 31N CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES:
ANCHORS MAY BE ADDED
1) APPROVED ANCHORS: SEE TABLE A. SHEET 1
AS NEEDED TO ALIGN THE
2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES I-3 SHEETS 6.8:
EXMIMOR HEAD OR SILL IF A SPLICE
F HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM
21•
OCCURS AT THE P-HOOK.
APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER
MAX.
ASTRAGAL LOCATION PLUS SPECIFIED QUANTITY OF ADDfTIONAL INTERMEDIATE
OC,
SEE'C5'CLUSTER
ANCHORS PER PANEL. ADDITIONAL ANCHORS 24'O.C. MAXIMUM.
uwaplyisy.v�U<iMHG
Kwj%e a<
A<tpu<n
K<�i� IYIe
DETAILS, SHEET 10
FOR INTERLOCK ANCHORS AT THE .C. DI TANCETO THE NE ARE ONLY y 5.64•
".2"ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR {
ARE NOT 4
CLUSTER IS OVER 24', OTHERWISE ANCHORS W MAX
IiA— ,(j,�`-,�
CENTERLINE
REQUIRED AS PER THE FIGURE AT RIGHT:
JAMBS &P-HOOKS: 6" MAX. FROM BOTTOM, 21' MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX.ANCHOR �2 TRACK
M1li Crxl
OF PANEL
D.C..(P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 843. SEE FRAMEJAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
REQUIRES
•+2'ANCHORAGE SEE"C5'CLUSTER END PANEL
CENTERLINE CENTERLINE
C6' CLUSTER, SEE DETAILS, SHEET 10 ANCHORAGE
�DETAILS,SHEET II F�OF FORASTRAGAL IfOF (2 ANCHORS) g•
I INTERLOCK ASTRAGAL
I 36• I MAX
'. .......
I�CENTERLINE .yZ'ANCHORAGE CENTERLINE y2•gNCHORAGE CENTERLINE _ n -
OF PANEL 3 I OF PANEL 4 OFPANEL 5 SHEET II FOR OTHER INTERMEDIATE ANCHORS a"f, '�I(T 1'6 : {` ?
E " 1
<murer�vnlnoraarvE ANCHORAGE SPACING& EXAMPLE PLANS
N wBCE Fl.91Ts .``� 1 C
Iwl}uo-rwo SERIES 670 ALUM. SGD-NON•IMPACT
araw A. LYNN MIIIER PE.
iERT.OFAUTH RazBS ® 5008I0 NT$ 9 +22 P0T0128 B P.EF58)OS
ASTRAGAL OR {..SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6' DIAG.
INTERLOCK IF NEEDED INTERLOCK�I CONDITION, USE INTERLOCK+f'�IFNEEDED 2.04' 2.04'
--I
CENTERLINE I CENTERLINE •06'CLUSTER DETAIL) CENTERLINE 1
1.75" EXTERIOR 6'DIAG.
1.75' 7- 7 3.5' 21"
TAG. MAX.
O.C. EXTERIOR
2.04' 2.04'
6' 21'
i7*
5.64' MAX-
4-DIAG. E%TERIOR 7" 3.5" OG
EXTERIOR 7• TERI „
v 2-TRACK FRAMEIHEAD/SILL �; `� 2-TRACK FRAMEIHEAOLSL v 2-TRACKFRAMEHEAD/SILL 6'MAK.
ASTRAGAL':OR WTERLOCK (a�.'ASTRAG CK C&ASTRAGADOR INTERLOCK 5.fi4'
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER �-- E JAMB
ANCHORS ARE REQUIRED,-04-) ANCHORS ARE REQUIRED. -CS-) ANCHORS ARE REQUIRED,'C6') ANCHOR PAIR 8'MAX.
ASTRAGAL OR SPLICE LOCATION
INTERLOCK- ItF NEEDED
CENTERLINE I '
EXTEnwoR
V
ASTRAGAL OR I.. SPLICE LOCATION
INTERLOCK —I IF NEEDED
CENTERLINE I
EXTERIOR
V
4-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, °C4')
ASTRAGAL OR (FOR SPLICE
INTERLOCK --I CONDITION, USE
CENTERLINE C6' CLUSTER DETAIL)
3.5'
2.04'
3°
EXTERIOR 4' DIAG.
FFII 7'
V 3- �K�FRAMEIHEAD751LL�
TRAGAL'OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED. -CS-)
4.09'
ASTRAGAL OR
� (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE ! •C6' CLUSTER DETAIL)
III 3.5. 1--
C
FMEwOR
V
4-TRACK FRAME HEAD/SILL
(a1 ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,'C5')
ASTRAGAL OR SPLICE LOCATION
INTERLOCKIF NEEDED _
CENTERLINE Z04'�
3.5'
7'
21"
LINAG MAX.
O.C.
2,04"
3.5'
ANCHORS ARE REQUIRED, -C6-)
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, DO NOT
l..TI=.I..c USE THIS DETAIL)
I [
2.04"
4.0
1
m T.OFwrn.RB35's
EXTTE'IRIOR
V
I 4-TRACK
9'DIAG. FRAMEJAMB
EXTERIOR ANCHORPAIR
ANCHORS MAY BE INSTALLED
_ EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
T
5 64'
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
6'MA%.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
1 3-TRACK_
LOCATIONS/ANCHORAGE AT
ANCHOR�AI
P-HOOK SEE SHEET 9.
FOR SPLICED
CONDITIONS ONLY:
-M1,- �w-R[viSEo
4-TRACK FRAME HEAD/SILL
(Q ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH 3 WITHOUT SPLICE CONDITION
10 • 22
PGT0128
3
N, 5P705 '
Gl-6r$ �6
A. LYNN MILLER. P.E.
2.04` 4�ERIOR
' ' INTERIOR 2.04' NOTES:
INTERIOR 7. 1. ALL DIMENSIONS SHOWN
ARE 4' DIAG. ALLOWED.
D ON MINIMUM
4'DIAG. 3.5'
6.12° 2. DETAILS DEPICT ANCHOR
INTERIOR INTEgo
INTERIOR 1 e QUANTITY AND SPACING,
9D° 3. "3. EXTERIORAND WOULD BE IDENTICAL
EXTERIORENORIAG. 4' DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
4' 3 EXTERIOR3.5' 4• 4• '+i'ANCHOR
2.04' FX MOR 2.04"2.2.04` 7" 8.94'
90' CORNER 90° CORNER 135` CORNER 135° CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I _ CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL
ANCHORS ARE REQUIRED, -CD ANCHORS ARE REQUIRED.'C6-) ANCHORS ARE REQUIRED.'Ca• ANCHORS ARE REQUIRED,-0)
41.1
'+2' ANCHOR
EXTERIOR INTERIOR
4.08'_ .+1'ANCHOR —
2.04`
INTERIOR 7'41" 4'OIAG.
7• 135• 3.5"CENTERLINE
.3 OF PANEL
3.5'+3' ANCHOR
4.4,08' 7•r 5.37"AG.CENTERLINE 204'4' 3.5' 4 OFPANEL 4'OIAG.
E%E TERIOR 7" 4` INTERIOR ON `+2`ANCHOR 3.5' EXTERIOR ALL 7.
90°CORNER 135°CORNER n VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V CENTERLINE
(`C6' ANCHOR CLUSTER REQUIRED ('ET ANCHOR CLUSTER REQUIRED �DFPSILL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. 2-RMEDIARAN HEAD/SILL
LAYOUT
INTERIOR 6.12• 204` INTERIOR 2.04" PR O
.3.5' Mwu as.u4IM PION7a
6.12" I CENTERLINE neaagn.e Ne /!-vAzS•e;
EXTERIOR j'�
5.88' 4' INTEROR OF PANEL E.4inNea au` I•++I+
INTERIOR g0 35' 135° `+3'ANCHOR
4• 7' 2.04' I I 1MiP. Card
8.12' 4'DW7-
6.12" e7'/\ 4.08'
T EXTERIOR
IIINI ,
2.04' 4`DIAG. 3.5' 3.5' I qy _n•+T! -.
EXTEROR EXTERIOR 4' `CENTERLINE
2.04' I OF PANEL
90° CORNER 135° CORNER
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ^..`.87:;3
('C8' ANCHOR CLUSTER REQUIRED ('CB' ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT --
ATALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) a
a t 6 l6
,� +4mTPaovacoarOarvE ANCHORAGE, EXAMPLE CLUSTERS ;•.�'F<o.-r.>..'�y';-
R
a..,a, a.. a.m SERIES 670 ALUM. SGD-NON-IMPACT ^•;..::.....
ry4r},4n+6W
® s.rane 4 -1 a ! R 0.LTNN MILLETL P.E.
JR .14 mar. oEnum /rRua+ Sc m NTS if +72 PGT0126 P.EA 58m5
STALLATION DETAILS EMBEDMENT: SEE TABLE A. SHEET I EMBEDMENT: SEE TABLE A. SHEET
EDGE DISTANCE: EDGE DISTANCE:
EDGE DISTANCE: A. SHEET 1
SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1
EXTEROR 2-1/16.. 2.1/16" 2-1/16°'
a 4°
MAX. MAX.
o F SHIM EXTERIORVISdEETABLE
o $HIM EXTERIOR -OK
E TABLE A. J
I
I'
I I fG.d
U�dl /GPI I
I I Ih-dl
Lj: /N-Aj LT I
SHEET 1
I
2X WOOD
WOODANCHORTYP.,
2XWOOD
WOODANCHORTYP.,
L/
METAL TYP.,
SMS ANCHOR TYP.,
L/
TYP.,SEEANCHOR SEE ANCHOR NOTES
TYR, SEE ANCHOR
SEE ANCHOR NOTES
SEE ANCHOR
SEE ANCHOR NOTES
NOTE3,SHEETI &TABLE A, SHEET
NOTE 3, SHEET
&TABLE A, SHEET
NOTE 4, SHEET
&TABLE A, SHEET
HEAD
3-TRAK
ALLATIONME HEAO
®w WOOD (INSTALLATION
S WOODCNSTME
(S
METAL INSTALLATION
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4° 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAYBE
USED FOR AL FRAME
TYPES PER TABLE A.
SHEET 1.
WOODANCHORTYP., 2XWOOD WOODANCHORTYP., 2X WOOD SMS ANCHOR TYP., METAL TYP.,
SEE ANCHOR NOTES TYP., SEEANCHOR SEEANCHORNOTES TYP., SEEANCHOR SEE ANCHOR NOTES SEE ANCHOR
& LEA SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A. SHEET 1 /NOTE 4, SHEET 1
SEEANCHOR ANCHOR ANCHOR
OTE 6, SHEET NOTE 5, NOTE 5,
1 0V4' MAX.) SHEET 1 I SHEET I]_
—(ANCHOR
1 (1/4°MAX) T�
EKTERIOR T — EXTERIOR EXTERIOR 1
2-1I16" 2-1/16" I �2-1/16"
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET
2-TRACK FRAME SILL
o-. WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET i
2X WOOD
TYP., SEE ANCHOR —
NOTE 3,SHEET I r
WOODANCHORTYP.,
SEE ANCHOR NOTES -
& TABLE A. SHEET 1
EXITE1RIO
V 1I4° MAX SHIM
EDGE DISTANCE: 2X WOOD
SEETABLE1 A, T.P. SEE ANCHOR
�`SHE7jEi 1 NOTE 3, SHEET I
2-1/16
WOODANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTETTROR
I 1/4' MAX. SHIM
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A, SHEET
®3-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET i ~I
n
2-1/I6°'
�I F--
EDGE DISTANCE:
SEE TA A,
SHEETI
4-TRACK FRAME SILL Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1—
EDGE SEE TABLE NAE:
METAL TVP.. SHEETI
SEE ANCHOR 1
NOTE 4, SHEET 1 +
2-1/16"
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A. SHEET 1
'DIAGONAL O.C. IS
MIN 4- (HEAD & SILL)
OR 6' (JAMB) SEE
DETAILS, SHEETS 10 &
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EMBEDMENT: SEE
-TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
MIN. OF 3
U THREADS
EXrewoR BEYOND THE `.i�1 I LYNN d,
METAL .. w�*�F'...ENSF.
SUBSTRATE
1/4'MAX SHIM NO. 58,05
4-TRACK FRAME JAMB
METAL INSTALLATION
x
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INSTALLATION
DETAILS
EMBEDMENT: SEE TABLE A, SHEET
EDGE DISTANCE:
CONCRETE
EDGE DISTANCE: SEE
TABLE A. SHEET CONCRETE
SEE TABLE A, SHEET I
CONCRETE
PERTABLE
2-1178" PERTABLE
2-1/16'•
PERTABLE
ASHEETI Z
_
A, SHEET 1
A SHEET 1
EXTEROR
1/4' EXTERIOR 1/4'
ABEDMENT: J ` l} EXTERIOR
E TABLE A L
MAX MAX I SHIM SHIM
PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.. SEE BEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET I. TABLE A, SHEET ANCHOR NOTE 3, SHEET I TABLE A, SHEET
27RACK-FRAME HEAD 3'fRACK•FRAM HL AD
Ac CCONCRETEIINSTALLATION BB QCONGRETE INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A. SHEET 1
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
1/4°
• DIAGONAL O.C. IS
MAX'
MIN 4' (HEAD & SILL)
SHIM
OR 6'(JAMB)SEE
DETAILS, SHEETS
0 & 11.
PROPERLYSECUREDIX / CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE L SEE ANCHOR NOTES &
ANCHOR NOTE 3. SHEET 1 TABLE A SHEET I
4-TRACK FRAME HEAD
CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYR, PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEE ANCHOR*&WOODOOD BUCK TYP., SEE SEEANCHORNOTES& WOOD BUCK TYP.. SEE SEE ANCHOR NOTES& WOOD BUCK TYP.. SEE
TABLE CHOR NOTE 3. SHEET 1 TABLEA SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEEANCHORSEEANCHOR SEE ANCHOR
NOTE164SMA)QEETNOT T I HEETOTE 1SHEETi SHEET .(1/4' MAX.).1EMRIORCONCRETE
2.1116°'1116" PERTABLE
EDGECONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET1
SEE TABLEPERTABLE SEE TABLE A. SHEET 1 PER TABLE SEE TABLE A, SHEET 1EMBEDMEN,SHEET I A, SHEET EMBEDMENT: SEE TABLE A SHEET A'SHEETI EMBEDMENT: SEE TABLE A SHEETI
2- CK'FRAMESILL ® 3-TRACK+RAMESILL-A 4-TRACK
NORETE INSTALLATION
OadCONCRETE INSTALL'ATiON Ec CONCRE— TE�ATION
EMBEDMENT: SEE
TABLE A, SHEET 1 —. ~
EMBEDMENT: SEE
TABLE A, SHEET �i
EDGE DISTANCE:
u uuuuu REvnyu
I'"11h1�'f1o'�
• EDGE DISTANCE: PROPERLY SECURED
SEE TABLE A.
a<iepr�.,in No 16-06 .03
EMBEDMENT: SEE � CONCJCMUANCHOR
SEE TABLE A.
! �- IX WOOD BUCK TYP.,
SHEET 1
e.p:wW wl
TABLE A. SHEET I~I TYP., SEE ANCHOR
SHEET SEE ANCHOR NOTE 3,
'.�
- EDGE DISTANCE: NOTES &TABLEA,
SHEET 1
-X IMP nCu1rt1
PROPERLY SECURED SEE TABLE A, SHEET
-• 2-1/16"
1XWOODBUCKTYP., SHEET
..�
2-1/ifi"
SEE ANCHOR NOTE 3,
CONCJCMU ANCHOR
SHEET 1
1''
I �,-._ TYP., SEE ANCHOR
2-0N6•• PROPERLY SECURED
CONCJCMU ANCHOR
NOTES & TABLE A,
-
1X WOOD BUCK TYP.,
TYP., SEE ANCHOR SEEANCHOR NOTES,
I SHEET 1
CONCRETE
•I
CONCRETE
NOTES &TABLE A, SHEETI
SHEETI CONCRETE
.�.
OR CMU
PERTABLE EXTERIOR
''`
OR CMU
PER TABLE
\.•
��\ 'l ONI/;yr
EXTERIOR OR CMU ExrewoR
'. A, SHEET 1
•.
A, SHEETI
\v. T . [4e
p._.. oNSF
T� PERTABLE I
I� �
'51A'MAX. SHIM �71/4'MAX. SHIM
A, SHEET I
114' MAX SHIM
l__
ZTRACKFRAMEJAMB 2TRACKFRAME
JAMB' 4-TRACK
FRAME
JAMB
ce ONCREIE/CMU'INSTALLATION Hc'-ONCRETEJCMUJNSTAL'&TION
CONCRETE/CMU
INSTALLATION
10a1 TcnvmocrnwvE
ANCHORAGE DETAILS
'.. P P.10..
Mawc
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INSTALLATION DETAILS
EMBEDMENT: SEE
WOOD FRAMING —\ TABLE A, SHEET 1
EMBEDMENT:
SEE TABLE A,
SHEET 1
FRAMEJAMB
REOUIREDATALL
INSIDE POCKETS
TO PREVENT
P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYR. INFILTRATION
SEE ANCHOR NOTES
8 TABLE A, SHEET 1
(ALSO SEE
ILLUSTRATION, SHEET 9)
iE DISTANCE: SEE
L— TABLE A. SHEET EMBEDMENT:
SEE TABLE A.
29 SHEET 1
EXTERIOR
OK WOOD ANCHOR TYP., P-HOOK
SEE ANCHOR NOTES
&TABLE A. SHEET CONCRETE ALSO SEE TYP. CMU PER TABLE
( 2.693' MIN. p, SHEET 1
ILLUSTRATION, SHEET 9) EDGE DISTANCE
ISP-HOOK FOR USE WITH FLAT SILL RISERS
PARTS #18, #20, #22 OR #24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METALTYP.,
SEEANCHOR
NOTE 4,SHEET I;
SEE
TABLE A, SHEET
MIN. OF 3 THREADS TABLE A, SHEET 1
BEYOND THE METAL
SUBSTRATE
EMBEDMENT:
SEE TABLE A.
SHEET 1
P-HOOKSMSANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOKMOUNTING
CONCRETEOR
ADAPTER SMS
CMU PERTABLE,
ANCHOR TYP., SEE
A, SHEET
ANCHOR NOTES
&TABLE A, SHEET
EMBEDMENT:
(ALSO SEE TYP.
ILLUSTRATION,
SEE TABLE A:
SHEETS)
SHEETI
DISTANCE: SEE
i A, SHEET 1
EXTERIOR
2.693"MIN.
EDGE DISTANCE
FOR USE WITH BOX SILL RISERS
K®P-HOOK
w PARTS #19 #21 #23 OR #25
METAL INSTALLATION
EXTERIOR
(SEE TABLES 1A, 2A & 3A
MOUNT
FOR WATER RATINGS)
ONLY
EDGE
CONCJCMU
ANCHOR TYP., SEE
' 26
ANCHOR NOTES &
TABLE A. SHEET 1
1-1/4' MIN. EDGE DISTANCE
EXTERIOR
Ivy
P-HOOK MOUNTING
'
ADAPTER CONCJCMU
ANCHOR TYP., SEE
-°• -"' -
ANCHOR NOTES. &TABLE
EMBEDMENT: SEE
A. SHEET
TABLE A, SHEET 1 —
(ALSO SEE TYP.
ILLUSTRATION, SHEETS)
P-HOOK FOR USE WITH FLAT SILL RISERS
Jc PARTS #18, 42D, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES IA. 2A&3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
EMBEDMENT: SEE
TABLE A. SHEET 1 -I--
P-HOOK MOUNTING
ADAPTER CONC./CMU
ANCHOR TYP.. SEE
ANCHOR NOTES & TABLE
A. SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
1-1/4' MIN. EDGE DISTANCE
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A. SHEET I FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TARES 1-3,
SHEETS 6S FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
moucrnEYI
PMoY wi,h the Floahia
6WI.y Pub
A«agaeas No -O 2 ,
P-HOOK CONCJCMU_/
EXTERIOR
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
F2.629Y
A, SHEET
MIN.
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS #19, #21, #23 0R #25,
,�" ,a, \'i NN
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA, 2A& 3A MOUNT
FOR WATER RATINGS) ONLY
''Cu. Nu.:vfi iGS
ANCHORAGE DETAILS
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MAX. UNIT
WIDTH MAX. UP
MAX. NOM. PANEL WIDTH
HEADER DETAIL'A', DLO' . TYP. PER TABLES 1-3 INTERIOR
SHEET 18; INSTALLATION WIDTH
DETAILS'AV &'Ac', Ex7EwoR
SHEETS 72 & 13
90`
PANEL PANEL
PANEL TYPE as. 7ypE PANEL CORNERSHEET
&COOETAIL ER
TYPE 'OS' 'AS' TYPE SHEET 198CORNER
IN 'K ANCHORAGE SHEET 11
NOM. MAX
UNIT
MAX p HT INTERLOCKDETAIL
PANEL WIDTH PANEL
/ f DLOR 'M', SHEET 19
HEIGHT LES E RIOR INTERIOR
SEEPERNOTE2 TABLES IJ 3
a p JAMB DETAIL'G3', SHEET
L L:; �xz 18; INSTALLATION DETAILS J
% % % 'GW &'Gc. SHEETS 12 & 13
90°
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XXIXX
'Dv/ &'De. SHEETS 12 & 13
0
PANEL CORNER
DETAIL
#10 X 1-112'
PH SMS
FRAME CORNER
DETAIL
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE, SEE DP/ANCHORTABLES, SHEETS 6A FOR MAX.
PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL.
3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
CENT. (YAUIK iAYA
F
IS
DLO WIDTH= NOM. PANEL WIDTH -T
DLO HEIGHT = DOOR UNIT HEIGHT -10.125-
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866°
SAILS/EXAMPLE ELEVATION
1. SGD-NON-IMPACT
A. LYNN FALLER, RE.
�.
'^'
15 a 22 PGT0.128
B
RE a M705
CONFIG. EXAMPLES
DETAILS
SHEETS
SHEET 19
DETAIL'G2', LASTRAGAL HEADER DETAIL'%', SHEET
ISTALLATION DETAILS 'L7' & 18; INSTALLATION DETAILS
' &'Gd. L2, SHEET 19 'AW &'Ac', SHEETS 12 & 13
DETAIL G3', SHEET 18;
TAILS'Gw' &'Ge. SHEETS 12 & 13
HEADER DETAIL'%', SHEET 18;
INSTALLATION DETAILS'AW
_SHEETS 12 & 13
90° �
MAX.
DLO
PANEL
TYPE
M MAX.
UNIT
HEIGHT
PER
SEE TABLES
NOTE 2, 1-3
HEST 15
813 , X % a
(
SEE FRAME 8 MAX. UNIT WIDTH
PANELFRAMER SILL DETAIL V, SHEET I8;— MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK -DW 8'DC. SHEETS 12 & 13 EXAMPLE' 90° OUTSIDE CORNER - XX/XX (2-TRACK)
JAMB DETAII-11', SHEET 18;
ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M'. SHEET 19 INSTALLATION DETAILS'W &
L2, SHEET 19� r-1 INTERLOCK DETAIL V, SHEET 19 le. SHEETS 12 & 13
/`/ K DHEADER DETAIL
JG /AM8 DETAIL'H2', SHEET P-HOOETAIL'X &'K',' SHEEf B'. SHEET 18; (1 •� 1
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW. INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION
'Hw' 8'Hc, SHEETS 'Jc','Kw' 8'Kc', SHEET 16 DETAILS'BW &'Bc', DETAILS 8'Ic', SHEETS 12 & 13
SHEETS 12 & 13
MAX UNR WIDTH
12 & 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
-L'
'D'
'A'
MA
NOM.
PANEL
UN
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WIDTH TYP.
I
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MAX.
PER
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1-;
HEIGHT
SHEET 15
a
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3 'D', SHEET
ES 18;
INSTALL
DETAILS
'OW &'OC,
SHEETS I2,
MNA. VIV11 VYIV IfI
_
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
i
. UNIT
NOM.
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/
/
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WIDTHTYP.
3 ES
MAX.
SEE
PER
w s
-3
DLO
NOTE 2.
TABLES 1.3
n j
HEIGHT
SHEET 18
I
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X
X
X
i
I
EXAMPLE: OXX(p SILL DETAIL'S', SHEET 18:'
Q-TRACK RIGHT POCKET) INSTALLATION DETAILS
'EW &'Ec', SHEETS 12 & 13
PANEL
PANEL
TYPE
TYPE
TYPE
CS'
OS'
NOM.
A
PANEL
MAX.
WIDTH TYP.
DLO
PER
HEIGHT
TABLES 1-3
x
x
a
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PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
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SEE
-NOTE 2,
SHEETIS
MAX.
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PER
TABLES 1-3
TAB[
1.
O
JAMB DETAIL'GY, SHEET
/18; INSTALLATION DETAILS
1( 'Gw' &'Gc', SHEETS 12 813
INTERIOR
INTERLOCK DETAIL
f'M', SHEET 19
\\ 90° OUTSIDE CORNER
DETAIL'Ni', SHEET 19 &
CORNER ANCHORAGE
SHEET 11
EXTERIOR
NOM.PANEL
WIDTH TYP.
PERTABLES
1-3
HEADER DETAIL'C', SHEET
—18; INSTALLATION DETAILS
\ 'Cv/ &'Cc'. SHEETS 12 & 13
C
T
HT
2
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EXAMPLE: XXXO SILL DETAIL'F', SHEET 18;
(4-TRACK, BY-PASS) INSTALL IION DETAILS
'Fw' &'Fc', SHEETS 12 & 13
sao- I NTS 1 16 d 22 _L PGTO128
A. IYNN HILLER P.E.
REAMM
PANEL
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SINGIE
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ASSEMBLY DETAILS
(SEE SHEETS 12114 FOR FOR INSTALLATION DETAILS)
_ � �cini iFur-Tu
G1
2-TRACK JAMB
6-LONG CLIP#105
165 @ W/RETAINER#106
MIDSPAN (SHOWN WITH
y� FIXED PANEL TO
V THE INTERIOR)
AEXTERIOR
9
1-TRACK JAMB
:LIP "0 OR #105
VI RETAINER #123
SHOWN WITH
:IXED PANEL TO
: HE EXTERIOR)
SHOWNWITH 2.TRACKW/SCREEN
OPT. SCREEN A FRAME -HEAD
TRACK
EXIERI
a
k�J
G3
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
A—
�5WERIOR
2-TRACKJAMB
/SCREEN
�W
MIRM"
4a
vFRAME HEAD
E�II I�i m
���r
2-TRACK W/SCREEN 3-TRACK
FRAME SILL E FRAME SILL
DEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
13, SHEETS 6-B FOR DP (PSF) ASSOCIATED WITH STILE. -
17
5
I58ioi-R1T
66 163OR 61
JL
l EXTERIOR U XTERIOR� V-1 EnERIOR 11/E RIOR
3-TRACKJAMB 3-TRACK JAMB 4-TRACKJAMB 4-TRACKJAMB
®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH ®(SHOWNWITH
H1 OPERABLE PANEL) Bs FIXED PANEL TO n FIXED PANEL TO 12 OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
J SEE DETAIL GI
FOR FIXED
PANEL CLIP
EE DETAIL G2
FOR FIXED /1—
PANEL CLIP
4-TRACK
F FRAME SILL
seu6m I NTS 1 18 + 22
MAX. UNIT
HEIGHT PER
TABLES I3
PGTO128
❑ON . ,.
0. 56705
ASSEMBLY DETAILS �
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) l h l 41NTER�OR E1 113 113
STANDARD ASTRAGAL#67
L1 WITH STANDARD STILES#60
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
HEAVY-DUTY ASTRAGAL 968
L3 WITH HEAW-DUTY STILES#61
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLEC
TOWARDS INTERIOR (BOX -IN)
B135- OUTSIDE CORNER
of 2-7RACKSHOWN
90- OUTSIDE CORNER
N1 2-TRACK SHOWN
690- INSIDE CORNER
N2 2-TRACKSHOWN
QINTERIOR
19 > 22 1 PGTO129
OR
59INTERLOCK
ITEM N61 (HEAVY-DUTY
STILE) SHOWN, ITEM #60
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
13, SHEETS 63 FOR DP
(PSF) ASSOCIATED WITH
STILES.
PROOUCf RlN16F�
Y YYo1fMlYhL Ik 4b11Gt
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39. 56-59, 66. 81. 84-99,
121 8 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3/16' MASONRY
ANCHORS (� 24' MAX O.C.
#RODI'CTIlE1'ISQD
rmMn�s.in ne FlaHu.
IxWinY d^'k
Al,p.Na/L-092 -63
FiFle�lr Dared �\\\e
L
#B6 CnM
°`
rorDlEfleX%.ODYDRIBE
o
PARTSUST
1
•''\C�;�.; ..I•
P
A. LY E.#50]W PE
MVFNEE, FLW11
WRDGFAnnLsmaD,
SERIES 670ALUM. SGD-NON-IMPACT
ssoem
N75
s
20 22 p[#TDf18
9
3
JR'
O2/JWf1 ae..
Item
PGT
pGT#
Descriptlon
1
tiJW
8113W
2-TRACK HEAD
2
IT3W
B1T3W
2-TMCK HEAD VDiH SCREEN FLAIL
3'
R3W
811309
3-1RACK HEAD
d
f]312
fi11312
4TMCK HEAD
5
1T314
8fI316
FRAME SCREW COVER
8
/131T I
8f]3P
FMME HEAG'JAMB SCREEN ADDON
]
1T309 .
fi1]304
2-TRACK 6N.
B
f1301 �
B1T301
2-TMCK SILL WITH SCREEN RAY
9
1]3%
81]3%
}TRACK SILL
10
1T3I0
fi1T310
4TMCK SYL
11
PJ13
817313
FMME SYL TRACK WSERF
12
R]15
81]315
FRAME SILL 6OREEN AGDON(GEE NOTE 3)
13
1798'
fitT318
FRAME SILL SCREEN ENDAODON IBEE NOTE JI
A
1]JW
2-iMCK NMB
18
1T302
2-TRACK WIN SCREEN MIL
10
1T3W
3TMCI(.WMB
tT
fl311 �
4AWCKNMB180322SILLPJSER-FUT,FLUSH,1-trz`19f)J19GILLRISER-BOXFLUSH,1-flY201T921SILLRISER-FUTLOW,2-trz'21/TJ1BSYLRISER-BOXLOW.2-1/YtT355
007319
SILL NSEft -FIAT, MEDIUM, 3-111'
2J
1T3`A
B1TJ51
SYL RISER-BO%MEDIUM. }114•
26
IT323
8f]323
SILL RISER -FLAT, HIGH, d'
25
f]JZO
81]J20
SYI. RISER -BOX HIGH. 1'
2fi
1]333
61T333
POCKET P-HOOK
27
700
6700
FffOPRENE BIAB W8IP FOR PHOON
28
1T334
81]331
POLKETP-HOOK MOUNF
29
1T938
61]3W
PJIOOK LAVER
b
1TYA
B1TJ4B
POCKET P-HOOK FOR BOX RISER
N
17370
611%8
135 CORNER
32
1T3TB
8113TB
135 FOO:DMWM
ITEMS 60E]
ARE SCREEN PARTS:
40
4318
812258
SCREEN SIDE MIL-LCCKSTLE
41
]LOCKWGSK
SCREEN LOCKGET
62
41B1B
SCREEN KEEPER SPACER SET
Il
a152
88152
SCREEN INIEPLOCKAMPIER
44
IO2B
61420
SCREEN Dd1BLE OTIERLOCK
65
431)
915258
SCREEN NP RAY
49
p310
8/225T
SCREEN BOTTOM RAIL
67
eB8
)9RA2
STANOARDRIXIER
48
86a
1SRAX
STANDARD ROLLER-GT. G1L
dB
IJN
61314
SCREEN ASTRAGAL '
50
iT319
BiT949
OW GCREENA9IMOAL ADAPTER
51
Ifi92
81892
GCREEN 9PLOTE-.165'
52
1694
61880
SCREEN SPLOIE-.LSD•
53
01818LZ0
SCREEN CLOTH
54
1738
1/Y %d' %1I18' SET. BLOCIt. NEOPRENE 85 CIE
83
iT28
1'Xd'%1/18"3ET. BLOCK. NEOPRENE BS+/E
Rem
POT
pGTk
Descrlptlon
fi0
1]338
fi1T325
PANEL 3ILE
BI
1]91fi
811328
PANEL STLE (HEAW DUTY)
82
1]321
81132T
O.RERLOCK AOAPtt1R
W
1225
B1P2dB
VINYL BULB WGTP. - THIN (INSIDE WIERLOCK)
0/
1T29
]1T2B
SILL END WEATHERSTRIP PAD
BS
1]320
B1T32B
IMERLOCN SCREW COVER
%
1]329
et]J28
ASIRAOAL
BB
1]939
B1T339
HEAVY OVTI'ASTMGAL
%
tT326
81)321
TOP B BOTTOM MY
10
ti350
41T350
WEATHERSTRIP EXTENSpN(PUECTON MOLDED)
]1
1695
]1aB5
1-1Y1%1'%LI'HXOiFW SEAL DUST PLUGS
T2
018J
TBI53%
TANDEM ST. SN ROLLERA85Y.
n
815]
MINN
TANDEM NYLON ROUERASSY.
T4
SILICONE
DOWERS, DDW-9%OR OE-T100
]5
8185
]8185X
GEMIW MORTICE 3d'LY DUAL LOCK WA.ONG TRIM PLATE
]8
TIW2%IFPFX
#f032 %1'FL 398CREWWI ttPE'FN
77
T103299
163231EEL ZINC UNIR
)8
1]3SB
e1A55
3l])Jb 114•BEAD
]0
1]33]
81]55i
1'p BEAD
[0
1T339
81]J59
]/18'BEAOIFOO:D PANEL OUP
82
1220
B1P26TK
VINYL BULB WEATHERSTRIP
53
01T45
1]65
LOWS INC, 1/Y %1118` SQL. SIDE ADH TAPE, POLYEM
1W
80`1
deW2
ROLLERAOA HOLE PLUG
tm
T2W]
JAMB BUMPER
1%
ibW
T1690
DUSTPLW
1W
8180
TB1W%
1'KEEPER
853
]SDNEEP
SCREEN LOCK KEEPER
1T349
81]JII
FGED PANEL CLW-8'LONC9
1]352
fi1]952
FIXED PANEL RETANER-NIB'
1T39
T1T39
HANDLE qT-INIERIORMSED WITH THUMB NRN, USED WITH MTS
1T4D
Tt]60
MNDLE KR-MISED EXTERIOR IIANIXE, USED WIlH iRS
I
1TJ1
]81623N
HANDLE KR-pECESSEDIM. WITH THUMB NRN, USED 4N1X pT5
Ta1TBMNDLEKR-RECESSEDE%IENORPULL,USED`MIH#)5
TiD%14PPSOAX#10%311'PH.PN.TEK-5.5.
1BTSiOWS1P,.2T0X.1]B•FINSEALBIOW.18YX]30'FINSEAL]10X116PP%#10X1-Irz'
T/0lPPT
#10%I'
fla
T20%1%
#1420X1'G.S.
11T
T30X112X
#1420XI-il2'S.S.
118
1T338
81T399
80 DEGREE CORNER RECENER
11B
1T33]
BIT33]
90 DEGREE OIII6GE CORNERASIMGAL
120
1T33B
811]33B
WDEGREE INSIDE CORNERA$1RAGAL
123
1T332
B1TW2
FIXED PANEL RETAWER T/B'
5.069" 8.562•
0.080"
1.505'
1.21 1'
-t
0.081'
02.TRACK HEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.198'
1.211"
0.081' O2-TRACK HEAD W/SCREEN TRACK
(6063-T6 AL)
6.526'
0.080°
1.505
O9 3-TRACK SILL
(6063-T6 AL)
7.105°
0. 8.22
0.080'
1.505"
1.211'
0.081'
O3 3-TRACK HEAD OB 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
9.142'
1.211'
0.08T 0
4-TRACK HEAD
(6063-T6 AL)
y 1.514"
1.2J-
o.os6'
0.062'
0.532'
7.516.
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN
ADD -ON 12 ADD-0N
(6063-T6 AL) (6063-T6 AL)
REQUIRES MIN. #10 EMS
OR 3/76' MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C.
4.49'
0.080"
1.505"
Oi 2-TRACK SILL
(6063-T6 AL)
r- 0.O60'
0.760'
7.990
13
FRAME SILL SCREEN
END ADD�N
(W63-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16' MASONRY
ANCHORS @ 24- MAX. O.C.
L ..WAMH
r�rq
18 3-TRACKJAMB
(6063-T6 AL)
21 a 22
0.062"
-Q 1.019"0.0SCREEN4o
STILE(6063-T6
f7.872'1-1
AL)
9'
-Ip�--( r- 1.045'
1.993•J..�1f 0.062'
L
to 2-TRACK JAMB
O45 S
TOP RAIL
(6063-T6 AL)
(6063-T6 AL)
n 4-TRACK JAMB
(6063-T6 AL)
PGTO128
1.99�3°I
L 0.062'
SCREEN
a8 BOTTOM RAIL
(6063-T6 AL)
'C•
0. LYM! A[UER RE
0,718" 0.63' II---- -'{ 3.802"
3.802' 2� 0.752" -y
0.752' I 0.885-
0.574" 0.796" 1.763'I
0.082" 1 0.060" 0.982" J 0.662
0.264" 0.075" 0.233°
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW
5 11 26 P-HOOK 23 29 3o P-NOOK FOR BOX RISER
COVER OTRACK O- OADAPTOR COVER 0.080'
(6063-T6 Al.) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (60fi3-T6 AL)
4'
.155' 4"
2.30° 1.48F
0.080" 1.739' -�
0.830' 0.062° 1.600 0.133' t.600 0.062"
.080" 7.870' 1 888"
.Ot6° 3.125" 1�- 3.125" 1
1.974'
2.44"
135' CORNER 32 135" FIXED MOUNT O STANDARD STILE 61 HEAVY DUTY STILE 62 ADAPTER INTERLOCK
31
(6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (5063-T6 AL) (6063-T6 AL)
0.075' -
1.645'
" 0.125"'
8] STANDARD ASTRAGAL
(6063-T6 AL)
0.281" -1 1-
HEAVY DUTY ASTRAGAL
(6063-T6 AL)
0
.03"
0.757'
0.050"
0.080"
OFIXED
105 PANELCUP
(6063-T6 AL)
0.709"
2.893"
1
0.080"
.550'
�-10.863
0.709"
128 FIXED PANEL
ORETAINER, 7/8'
2.826..
0.080" wl�
(8083-T6 AL)
FIXED PANEL
113 90° INSIDE/OUTSIDE
1� RETAINER.9/16°
CORNER RECEIVER
(6063-T6 AL)
(6063-T6 AL)
1�- 4.125'
I =0621�31
4'
1= 3.25- --":
69 TOP/BOTTOM RAIL
(6063-T6 AL)
� 1�1 -0 1.050' jam-- 0 1.050" (�--
.289 .611"
.045'
DBEAGLAZDIU G. 3U 7BEADGFLAZIDDG ]3 GILAZNG4
(6063-T6 AL) PANEL CLIP BEAD
(6063-T6 AL) (6063--T6 AL)
t19 90' OUTSIDE CORNER ASTRAGAL
(606346 AL)
L .. OFAVM. iRd14
SGP870
5.621'
0.133"
4"
120 9W INSIDE CORNER ASTRAGAL
(6063-T6 AL)
22 a 22 1 PG70128
+I 1.30
0.325'
0.062" }
INTERLOCK
55 SCREW COVER
(6063-T6 Al.)