HomeMy WebLinkAboutNOASCANNED
BY
MIAMI- MED�AAJDE St. Lucie County M1AMI-DARE COUNTY
a PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
CGI Windows and Doors, _ I LE ®�� _
10100 NW 25 Street
Miami, Fl. 33172
SCOPE: `�l� 2
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 -Dada 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 "238" Outswing Aluminum Casement Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw.
(L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared
by Al-Farooq Corporation, signed and sealed by Javad Abroad, 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: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1,
E-2, E-3, E-4 and E-5, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.17-0918.11
Mtanwaos couiurr Expiration Date: October 26, 2023
Approval Date: November 30, 2017
1PI �' Page 1
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS -
1. Manufacturer's die drawings and sections.
2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)",
sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated
04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,
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 series 7500 PVC fixed
window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 R'A, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
2. 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 series 7400 PVC project
out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 NO, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
3. 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 series 238 aluminum
fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super
SpacerO insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.
4. 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 a series 318 outswing
aluminum casement window, prepared by Certified Testing Laboratories, Test Report
No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA # 14-0506.01)
Manuel Pe , .E.
Product Control Eia&tner
NOA No.17-0918.11
Expiration Date: October 26, 2M-3
Approval Date: November 30, 2017
E-1
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNTir%ED)
5. 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 casement
window, prepared by American Test Lab of South Florida, Inc., Test Report No.
ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E.
(Submitted under NOA # 12-1220.14)
6. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked —up drawings and installation diagram of an aluminum casement
window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080-
0301-07 for specimen A and B, and HT1-0080-0905-07 for specimen B and C, dated
09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA # 08-1010.02)
7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum outswing
casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports
No. HETI-08-2143, HETI-08-2144, BETI-08-4287 and HETI-074298, dated
06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE
(Submitted under NOA # 08-1010.02)
8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum casement
window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.
HTIr0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both
signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA's # 96-0417.03 and # 01-1002.03)
Mannel Pere
Product Control E min r
NOA No. 17- .11
Expiration Date: October 26, 2023
Approval Date: November 30, 2017
E-2
CGI Windows and Doors Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNTwuED)
9. 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 casement
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-
1003 and F°rL-1041, dated 10/I4/94, both signed and sealed by Yamil Kuri, P.E.
(Submitted under NOA # 96-0417.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis; complying with FBC-2010,
dated 4/24/14, prepared by A]-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
(Submitted under NOA # 14-0506.01)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (NIA)
for their "Saflex CP - Saflex and Saflex IIP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
4. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (NIA)
for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
Manuel Pere , .E.
Product Control E a ner
NOA No. 17 18.11
Expiration Date: October 26, 2023
Approval Date: November 30, 2017
E-3
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC- 5' Edition (2014), dated April
11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA # 14-0506.01)
2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013
and revised on February 24, 2014, signed by Manuel Perez, P.E.
(Submitted under previous NOA # 14-0506.01)
3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen
A and B and HT1-0080-0905-07 for specimen B and C, issued by Hurricane Test
Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA # 08-1010.02)
4. Laboratory compliances letters for Test Reports No. HETI-08-2143,
HETI-08-2144, HETI-08-4287 and HETI-074298, issued by Hurricane
Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by
Candido F. Font, P.E.
(Submitted under NOA # 08-1010.02)
5. Laboratory compliance letters for Test Reports No. HTIr0080-0303-96 and
HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and
11/10/98, both signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA # 96-0417.03 and 01-1002.03)
6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued
by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by
Yamil Kuri, P.E.
(Submitted under NOA # 96-0417.03)
7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray
America, Inc., as well as Duraseai® and Super Spacer® Standard warm -edge
flexible insulating glass spacers, dated December 16, 2014, issued by REP, Product
Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section.
G. OTHERS
1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their
Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14
and expiring on 10/26/18.
Manuel er
Product Control Ex m' er
NOA No.17-0 18.11
Expiration Date: October 26, 2023
Approval Date: November 30, 2017
E-4
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.L)",
sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated
08/30117, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,
P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas J (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring
on 07/08119.
3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA)
for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 09/07/17, expiring on 12/11/18.
4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
F. STATEMENTS
1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with
FBC 61 Edition (2017) and of no fmancial interest, dated August 30, 2017, issued by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for
their Series "238" Outswing Aluminum
09/17/15 and expiring on 10/26/18.
E-5
Casement Window - L.M.I., approved on
Manuel Per E.
Product Control E m' er
NOA No. 17-0 8.11
Expiration Date: October 26, 2023
Approval Date: November 30, 2017
n
EXTERIOR
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INSTRUCTIONS,
USE CWWTS AS FOLLOWS__
STEP 1 DETOU04E DESIGN WAD UMD REQURENUJT BASED
ON WAD VFIDC . BUG. NEWT. WIND ZONE
USING MPUG&E ASCE 'I STANDARD.
STEP 2 SET CHARTS ON SOUS Q AND 4 MR DEIGN LOAD
CWACITY OF DZURED GIASS SUE/TYPE.
STEP 3 USWG CHART ON SHEET a SELECT ANCHOR OPRON
WITH DESIGN RATING MORE RAY DEIGN LOAD SPIDGM
IN STEP 1 ADS
STEP 4' IF XOMMUM DUCK SYSTEM IS USED USE CHART ON
SHEET T TO COMMUNE CAPMf1Y.
STEP 5 THE WREST VXUE RESULTING FROM STEPS 2, S AND 4
EH APPLY TO ENME SYSTEM.
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THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE M14 (5TH EDITION)/201] (BM MMON) FIORIOA
THESE WINDOl55 ARE FATED FOR LARGE & SM MISSILE IMPACT.
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
SHUTTERS ARE NOT REQUIRED.
IA OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
FOR MULUON/MULTIPLE UNITS, REFER TO
TO THE BUILDING STRUCTURE.
SEPARATE CGI MULLION N.O.A.
ANCHORS SHALL. BE CORROSION RESISTANT, $PACEO AS SHOWN ON DETNLS
AND INSTALLED PER MANI INSTRUCTIONS. SPECIFIED EMBEDMENT TO EASE
MATERAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT. NON-1lRAUJC AND NON-COMPRE59BUL
MAPERALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT
COME INTO CONEACT WITH OTHER DISSIMIAR MATEAIALS SNAU. MELT THE
PRODUCT REVISED
REQUIREMENTS OF WE 2014/2017 FLORIDA BLOC. CODE &ADOPTED STADARGS.
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TAPS PRODUCT APPROVAL IS GENERIC AND DOES NOT PRONDE INFOR"'FIDN
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NOA-NO. 17-0918.11
FOR A SITE SPECIFIC PROJECT. I.e. UFE SAFETT' OF THIS PRODUCT, ADEQUACY
OF STRUCTURE REMIND THIS PROR:LT AND SEAUNG AROUND OPENING FOR
Bspimtion Date 102MOM
WATER INFRTRABON RESRTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWLING ARE TO BE ANALYZED SEPARATTLY,
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SCANNED
By
MIAMI-M&E St. Lucie County MIAMI-DADE COUNTY
mm�� PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) �.miamidade.gov/econom
CGI Windows and Doors, In
10100 NW 251" Street
Miami, FL 33172 FILE COPY r-
SCOPE:
This NOA is being issued idir �te rp�4pZ and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Mismi-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 of 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 "238" Aluminum Fixed Window — L.M.T.
APPROVAL DOCUMENT: Drawing No. W99-10, titled "Sericis-238 Aluminum Fixed Window
(L.M.1.)", sheets I through 11 of 11, dated 02119/99, with revision L dated 02/01/18, prepared by Al-Farooq
Corporation, signed and scaled by Javad Abroad, P.E., bearing the Mianii-Dadc County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County
Product Control Section.
NIISSYT IMPACT RATING: Large and Small Missile Impact Resistant
LABELD;G: Each unit shall bear a permanent label with the manufacturees 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.
rftRIVHNATION 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 prod -act, for sales, advertising orany other purposes shall automatically terminate this NOA. Failure
. 0
to comply with any sectionof 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 thejob site at the request of the Building Official -
This NOA revises. and renews NOA No. 15-0512.16 and consists of this page I and evidence pages E-1,
E-2, E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 17-0926.18
t-�]-DAIX COUNTYRR
ExpirationDate: October26,2023
q Approval Date: February 15,2018
Page I
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUNNUTTED
1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and7sectiohs.
(Submifted underNOA's No. 01-0918.bl and15-0512.16)
2. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (LM.I.)", sheets I
through I I of 11, dated 02/19/99, with revision J dated 04110115, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS I
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 series 7500 PVC fixed
window, to qualify DuPont "Butacite'PVB interlayer, DurasealS and Super Space&
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTIA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Subpuffed under.1V0A No. 15-0512.16)
2. 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 series 7400 PVC project
out window, to qualify DuPont "Butacite" PVB interlayer� Duraseala) and Super
Spacer(b insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 VVB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under JV0A No. 15-0512.16)
3. 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 series 23 ) 8 aluminum
fixed window, to qualify DuPont "Butacite" PVB interlayer, DurasealS and Super
Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTILA-3056 WC, dated.04/16/15, signed and sealed by Ramesh C. Patel, P.E.
�Suhmftted under NOA No. 15-051Z 16)
4. Test reports on. 1) Large Missile Impact Test per FBC, TAS 201-94 -
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum fixed, casement
and project -out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports
No. BETI-08-2143, BETI-08-2144, - HETI-07-4iV and JJEETI-074298, dated
06/27/08 and 07/17108, all signed and sealed by Calddo F. Font, P E
(Submitted under NOA No. 08-1114.06)
Minupl Pe ez, P.E.
Product Con I m9miner
NOA o. 7-0926.18
Expiration Date: October 26,2023
Approval Date-, February IS, 2018
E-1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (cowvamD)
5. 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) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of series 238 aluminum
casement, project -out and fixed windows, prepared by Hurricane Test Laboratory,
Inc., Test Reports No. HTL-0080-0301-07 and -HTL-0080-0905-07, dated from
10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abraham, P.E.
(Subinftted under NOA No. 08-1114.06)
6- Test reports on: 1) Air Infiltration Test, par SFBC, PA 201-94
2) Uniform Static Air Pressure Test. Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 238 aluminum
fixed window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. RTL
0080-0303-96, HTL-0080-1107-98, RTL-0080-1127-98, RTL-0080-0606-99, HTL-
0080-1020-99 and HTL-0080-0203-99, dated 03/06/96, 09/08/96, 11/10/98, 12/23/98
and 02/05-15/99, 06/07/99 and 10/28/99, all signed and sealed by Timothy S.
Marshall, P.E. (Submitted under NOA No. 01-0918. 01)
7. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94,
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum casement
project -out and fixed windows.. prepared by American Test Lab of South Florida, Inc.,
Test Report No. ATL-1209.01-94, dated 02/20/95, signed and sealed by Gerard B.
Sullivan, P.E. (Submitted under NOA No. 01-0918. 0.1)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014)� dated 08/05/14, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E. (SubmUtedunderNOA No. 14-0903.06)
2. Glazing complies with ASTM E1300-09
D. QUAUCIY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
�)07WV. e 6, �_ 4, A �; 1,
Ma�uel/ferjz, PX.
product Contrqt F,4arulner
NOANo.'T7-0926.18
Expiration Date: October 26,2023
Approval Date: February 15, 2018
E-2
CGI Windows and Doers, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE D
E. MATERIAL CERTMCATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E-1. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlasS Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite@ PVB Glass Interlayee'dated 04/25/15, expiring on 12/11/16.
3. Notice of Acceptance No. 14-0423.15 issued to, Eastman Chemical Company (AIA)
for their "Saflex CP - Saftex and Saflex BF Composite Glm Interlay-ers with PET
Core" dated 06/19/14, expiring on 12/11/18.
4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company Wk)
for their "Sallex Clear and Color Glass Interlayers" dated 0619/14, expiring on
05/21/16.
F. STATENIENTS
1. Statement letter of conformance, complying with FBC 5' Edition (2014), and of no
fmancial interest, dated August 6, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0903.06)
2. Laboratory compliance letters for Test Reports No. ErM-0080-0301-07,
HTL-0080-0905-06 and RTL-0080-0905-07, issued by Hurricane Test Laboratory,
Inc., dated 08/08/08 and 10/12/0`6,.aU signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 08-1114.06)
3. Laboratory compliance letters for Test Reports No. RTL-0080-0303-96, HTL-0080-
0303-96, JfrJ,0080-1107-98, nn-0080-1127-98; RTL-0080-0606-99 and HTL-
0080-0203-99, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, 09/08/96,
12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA Na. 0-1-0918.01)
4. Laboratory compliance letters for Test Report No. ATL-1209-01-94, issued by
American Test Lab of South Florida, Inc., dated 02/20/95, signed and sealed by
Gerard B. Sullivan, RE (Submitted under NOA No. 01-09-18. 61)
5. Test Proposal for the qualification of Butaciteg PVB glass interlayer by Kimiray
America, Inc. as well as Duraseal@ and Super SpacerO Standard warm -edge flexible
insulating glass spacers, dated December 16, 2014, issued by REP, Product Control
Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section.
(Submitted under NOA No. 14-0903.06)
G. OTHERS
1. Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their
"Series-238 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring
on 10/26/18.
Product=011PEer :am* er
NOA No. 17 .18
Expiration Date: October26,2023
Approval Date: February 15,2018
E-3
CGI'*Vindows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED
2. NEW EVIDENCE SUBNHTTED
A. DRAWINGS
1. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.1.)", sheets 1
through I I of 11, dated 02/19/9.9, with revision L dated 02/0 T/1 8, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS .
1. Anchor verification calculations and structural analysis, complying with FBC 6'
Edition (2017), dated 09/21117, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
D. QUALM ASSURANCE
1. A4iami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTUTICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas@ (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol@ Ultraclear, Clear and Color.PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company
. (MA
for their "Saflex CP - Saflex an d Saflex HP Composite Glass InterNyers with PET
Core" dated 09/07117, expiring on 12/11/18-
4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/.21.
F. STATEAIENTS
1. Statement letter of conformance, of complying with FBC 5" Edition (2014), with FBC
tl) Edition (2017) and of no financial interest; dated August 29, 2017, issued by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0512.16, issued to CGI Windows and Doors, Inc. for
their Series "2 18" Aluminum Fixed Window - L.1\41, approved on 09/17/15 and
expiring on 10/26/18. /,/— , , , - ai�'' , ,
V Product Control fxanoer
NOA No. 17ZP"6.18
Expiration Date: Oct6ber 26, M3
Approval Date: February 15, 2018
E-4
FOR GLASS TYPES
RUM TO
SHEETS 4 THRU 6
EXTERIOR
INSTRUCTIONS
USE CHARTS AS MU-CWS,
STEP 1 �,,Iz DEsm wi� u:Aa MUNENOwr wo
ON Wl� �, 9U)G. KE]GK. AM ZONE
USING APPU� MOE 7 UM[MO.
STEP SEE CHARTS ON SHEETS 4 NRU 6 MR DESIGN UMD
—,.YPE.
P OEM CHMT ON MEET 9 S� MMOR OFRON
WITH DESIGN RAING NOW MAH DESION � SPENFED
IN STEP I MOM
STEP r �Uum� DUON � Is USED USE C"MT ON
SHEETS 10 & 11 M DETEMAKE QAP�.
STEP NE LOWEST VAUJE RESULTNO FROM STEPS Z 3 AND 4
� APKy M WRE S�
DCH END AND
O.C. ON SNORTER SIDES
D.C. ON UDIIGER SIDES
TYPICAL ELEVATION
(F.AWNI FRANE)
MAX. ANCHOR SPACING TO BE AS FOLLO'N'S
j7d D.C. ON LONGER SIDES
IS' D.C. ON SHORTER SIDES
z
0
0
L IN
ir , V
0
09,10E
2 -
or `
I, ZC�
NOTES
NO PRODUCT HAS BEEN DESMED AND TESTED M COMPLY WIN ME
REQUIRNENTS OF ME 2017 (SM EDITION) FLORIDA BUILDING CODE
WCUUDING HIGH �ELDCITY HURRICANE ZONE (HviiZ�.
ISY OR 2SY WOOD BUCICI & SUCII FASTENERS BY OTHERS. NUST BE
DESI(PiED mo INSTA1121) ADECUAT�y M TRANSFER MPUED PRODUCT UCADS
TO ME BUILDING STRUCTURE.
THESE WINDOWS ARE RATED MR WCE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
ANCHORS SHAU. BE CORROSION RESISTANT, STAGED AS SHOWN ON DUAL.S
AND INSTAUUED POR "UrS INSTRUCTIONS. SPECIFIED EMBEDMENT M WE
NA� SHAU. BE BEYOND WAU. DRESSING OR STUCCO.
A UOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IWO WO()D GAY
� SHNS TO BE HIM WACI. NON-METAI-DC AND NON-CDMPRCMBM
MTER� PICLUOING BUT NOT UNITED TO STEELIMETAi. SCREWS, MAT
PRODUCT REVISED
GONE M CONTACT WIN OTHER DISSIWI.M SHU MEET THE
. .�w wi% M. 19.4da
OF ME 2017 FLORDA BLDG. CODE & ADOPTED STANDARDS.
B�q
NIS PRODUCT aPRWAL IS GENERIC AND DOES NOT PROMDE INFORMTION
No".. 17-0926.18
FOR A SITE SPECLFC PROOM, L� URE SAFETY OF THIS PRODUCT AI)EQUACY
w 110MM001
OF STRUCTURE RECENING THIS PRODUCT AND SDA.ING MOUND 6�E�ING MR
WATER INnL7AMON RESISTANCE ETC.
0
CONDITIONS NOT MOWN IN THIS DRAWING ME TO BE ANAI-�ED SEPARATU�y.
AND TO BE R�M BY BUFUDING OFFICIA[-
0
ra
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10100 N.W. 25TH STREET
MtAMI, FL 33172
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10100 NX 25TH STREET
MLAMI, FL 33172
� (305) 593-Mg- FM, (�l m,ll
AL,FAROOQ CORPORATION
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SERIES-238 ALW�61NUMMED I=MMDOW (L=Mlj�
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CGI Windows and Doom, In C�
f.Emopm�
10100 N.W. 25TH STREET
93GOSUNSUORN"Us,=o
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MIAMI, FL 33172
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10100 NA 25TH STREET
MKMI, FL. 33172
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AL-F"002.r_.ORPG1jtjON
MOSUMUDH�SIM220
... I'FWMAMI� (vj�. SS38) �laf.
SCAMVED
By
MIAMP St. Lucie colirlty MIAMI-DADE COUNTY
Em PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RFR) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) �.miamidade.gov/economy
CGI Windows and Door C.
10100 NW 25' Stre
Miami, FL 33172 nLE
SCOPE: 2f:d:'
This NOA is being issued under the applicable col
materials. The documentation submitted has been reviewed and accepted by Mianii-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 AFIJ 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 "Sentinel" Unclipped, Extruded Aluminum Tube Mullion - L.M1.
APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Unclipped Alum. Mullions",
sheets I through 7 of 7, dated 04/02/10, with revision D dated 11/08/17, prepared by A]-Farooq Corporation,
signed and sealed by Javad Alunad, 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.
AUSSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturees 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 witli 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 flie 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# 14-1103.09 and consists of this page I and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0117.01
MLAMIDADE COUNTY ExpirationDate: September 22,2020
Approval Date: March 01,2018
18 Page I
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA *o.10-0510.14)
2. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1
through 7 of 7, dated 04/02/10, with revision C dated 02/25/15, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum tube mullion,
prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0303-11,
dated 03/24/11, signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No.11-0330.22)
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
along with marked -up drawings and installation diagram of an aluminum tube mullion,
prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0301-10,
dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E.
(Submitted un der NOA No. 10- 0510.14)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FEC 5th
Edition (2014), dated 09/23/14, prepared by Al-Farooq Corporation, signed and
sealed by Javad Abroad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTMCATIONS
1. None.
Manuel Pey6z,]P.E.
Product Control EktAiner
NOA No. 18-0117.01
Expiration Date: September 22,2020
Approval Date: March 01,2018
E-1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBM3TTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5tI Edition (2014), and of no
financial interest, dated October 4, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letter for Test Report No. HTL-0080-0303-11, issued by
Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Virm J.
Abraham, P.E.
(Submitted under NOA No.11-0330.22)
3. Laboratory compliance letter for Test Report No. HTL-0080-0301-10, issued by
Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA No. 10-0510.14)
4. Proposal No. 09-1942 issued by BCCO, dated November 05, 2009, signed by Manuel
Perez, P.E.
(Submitted under NOA No.10-0510.14)
G. OTHERS
1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows & Doors for their
Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on
01/12/12 and expiring on 09/22/15.
Manuel Pe E.
ProductControl iner
NOA No. 18-0117.01
Expiration Date: September 22,2020
Approval Date: March 01, 2018
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1
through 7 of 7, dated 04/02/10, with revision D dated 11/08/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
Edition (2017), dated 10/15/14 and updated on 09/25/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTEFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5"' Edition (2014), with FBC 61h
Edition (2017), and of no financial interest, dated September 28, 2017, issued by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1103.09, issued to CGI Windows & Doors for their
Series "Sentinel" Unclipped, Extruded Aluminum Tube Mullion - L.M.I. approved on
03105115 and expiring on 09/22/20.
Manuel Verez&.E.)
Product Control Exaa�ineV
NOA No. 18-01*A1
ExpirationDate: September 22,2020
Approval Date: March 01, 2018
E-3
I LOGO r
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SERIES SENTINEL UNCLIPPED ALUMINUM MULLION
WINDOW FRAME MEMBER INCLUDED IN PROPERTIES
THESE MULUONS TO BE USED WITH
SERIES 130 SENTINEL FIXED WINDOW
SER�ES 110 SENTINEL SINGLE HUNG WINDOW
SERIES 20 SENTINEL NORM SLIDING WINDOW
FOR WINDOWS IMPACT AND LOAD RATINGS SEE
CORRESPONDING NOA!S.
LOWER DESIGN PRESSURE FROM WINDOW APPROVALS
OR MULUON CHARTS WILL APPLY TO ENTIRE SYSTEM
NOTES,
THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WTH THE
REQUIREMENTS OF THE 2017 (61H EDITION) RORIDA BUIUDING CODE
INCLUDING HIGH VELOC" HURRI�E ZONE (HVHZ).
AU. OWING PRODUCTS USED WITH THESE MUUUONS MUSI� NEU THE
APPLIC�ILE BUIUDING CODE REQUIREMENTS 1.�' MNO LOAD. WATER
INFILTRATION. FORCED ENTRY RESIUMCE. AFEGUMOS ETC.
IQY OR 28Y WOOD BUMS & BUM FASTENERS BY OTHERS. MUST BE
DESIGNED AND CISTALED ADEQUA�Y TO ITANSFER APPLIED PRODUCT L�
TO THE BUILDING STRUCTURE.
MCHORS � BE CORROSION RZSISTMT. SPMED AS SHM ON DETNI.S
mG w&im3 Pm mmurs VISIRUMONS. SPECIFIED EMBEDMENT TO BASE
MAXERX SHALL BE BEXONO WAL DRESSING OR MCCO.
A LOAD OURMON MCREME IS USED N DESIGN OF ANCHORS INTO WOOD ONLY.
AL SHIMS TO BE KIN IMPACT. NON-METAUC AND NON-COMPRESSISUE.
OIER� RICUDING BUT NOT UMITED TO STEEL/MEM SCREINS, THAT
COME INTO CONTACT WITH MEN DISSIMILMR "TERI&S S� MEET THE
REOUMENTS OF THE 2017 RUORIDA BUDG. CODE & ADOPTED STMDMDS.
THIS PRODUCT �PRCVAL IS GENERIC AND DOM NOT PROMDE INFORIVVJION
MR A SITE SPECtFIC PROJECT. L.. UM S� OF THIS PRODUCT. ADEQ�
OF STRUCTURE RECEIVING THIS PRODUff AND SEAUNG MOUND OPENING MR
WATER INFILTRATION RESISTMCE M.
CONDMONS NOT SHOM IN THIS DRAMNG ME TO BE �YSEO SEPMATIGLY,
AND TO BE REVINVED BY BUMNO OFRCUU-
THESE MULLIONS ARE RATED FOR LARGE & S
IN 4"'
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INSTRUCTIONS
JAN 0 2g,
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11RODUCTREVISEE,
.. . .......
FOR PARRCUW OPENING.
STEP USE CONI OF "NDOWS TO MUUUON AS PER
�wm,
PRODUCT APPRGV�
USING CAMM ON SKEE7S 3 THRU 5 SEUECT MUILION TYPE
STEP MD ANCHOR OUMTTTTES WITH DESIGN RATING MORE TKkN
THE DESIGN UVO SPECIFIED IN STEP I MOVE.
AT=
STEP Cff� OF SUCTED CGVS � MO uUtUON
I
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dmwing no.
MUST EQU& OR C(COED REWIRED ISADS.
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WOOO EA:Ic I -Ile ur�
AT EAIXI
STRUCTURE — SEE
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FOR CAPACITY
z
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TYPICAL ANCHOM
10112
AT IADII SUE OF MML
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FOR WACOY
WOOD BUCKS AND
METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS
IMPOSED BY GLA7JNG SYSTEM
AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
FLANGE, FLANGE ADAPMR AND
TYPICAL ANCHORS, � ElEV. MR SPACING
FLUSH FRAMES CAN BE USED
1/4' DA. TAIRCON By ' (F..125 M. "100 MI)
AT ALL ANCHORAGE CONDITIONS.
1/4' DUL ULTRACON 13Y 'ELCO' (F.-177 M. F�155 M) 08 SM (GRADE 2 ERG)
W,
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURES FOR FIN FRAMES
1
ONLY
2
1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SIU,/JAMBS) �-I/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
III
/2- MIN. EDGE DISTANCE
PI
THRU IBY BUCKS INTO CONC. OR BLOCKS
1-1/4- MIN. EUBED INTO CONCRETE (HEkD/SLL/"BS)
2 3/8- wN.
1-1/4' MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4' MIN. EMBED INTO CONCRETE (HEAD/siLL/JAMBS)
c
1-1/4' MIN. EMBED INTO BLOCKS ("BS)
2 3/8- wN.
j14 EMS OR SELF DRILLING SCEM (GRADE 2 CBS)
INTO METAL STRUCTURES (HEkD/SILL/JAMBS)
(3) THREADS M(N. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.)
STEEL- 1/8- THK. MIN. (Fy - 36 KSI MIN.)
(� N COWAVIT M AUUMNUIA TO BE PLATED OR PANTED)
WHEN USED THE MIN. WOOD
TYPICAL EDGE DISTANC
BUCK DEPTH SHALL BE W.
14TO CONCRETE AND BLOCKS = 2-1/2' MIN.
THE USE OF DEEPER OR
NTO WOOD STRUCTURE - I' MIN.
BEVELED WOODBUCKS IS
INTO MEM STRUCTURE - 3/4- MIN.
PERMITTED.
o
0
WOOD AT HEAD. SILL OR JAMES SG - 0.55 MIN.
CONCRETE AT HEAD. SILL OR MUSS f. - 3OCKI PSI MN.
0.1da,
C-90 HOLUOW/RLLED BLOCK AT JAMES V� 2000 PSI MIN. 2
ME DO3T. R
ISO]
FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN.k�bt�4� TjgS
ALSO APPLICABLE TO SINGLE HUNG AND
OR 2
AT EAOH WDE OF MULL HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, mio-ol
!3EE %[EET 3 & 4 EQUAL LEG OR FIN FRAME CONFIGURATIONS. AL
MR CARACTY sh.et 6 of 7
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P.M.Ii
[SEMES SDMNEL UNCUPPED A&LUM MUMWONS
GI Windows and Doom, Inc.
'-w-3 " "EEr
-A- �FAROGQ CORPORATION
M"T.19.0111DA33A
an
C IN A
FL 3172
�00M�
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oil 14"' 1
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1
MUWONNM10-01CGI)
SCANNED
BY
MEMN St. Lucie CountY
MIAMU IVIIAMI-DADE COUNTY
M M M . 00, PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stmet, Room 208
BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-259D F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) wwiy.miamidade.guv/econom
PUT 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 (AID).
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 AH1 (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 IISGD-770" Aluminum Sliding Glass Door w J 90* & 135* corners — LM.I.
APPROVAL DOCUMENT: Drawing No. PGTO130, titled "Series 770 Alum. SGD - LM Impact", sheets
I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, 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-Dadc County Product Control Section.
MISSILE IWACT RATING: Large and Small Missile Impact Resistant
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 thi� 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.
ADVERTISE ME NT: 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 thejob site at the request of the Building Official.
This NOA revises NOAH 16-0629.06 and consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.12
ExpirationDate. February17,2020
Approval Date: September 28,2017
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGTO130, titled "Series 770 Alum. SGD — LM ImpacV, sheets I
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference 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 (wl PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FT"970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20116, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629.06)
2. Test reports on:'l) 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 TeA per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/0 1/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted underNOA No. 14-0123.10)
3. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94,
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, VFL-6036, FTL-6001, F7L-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and ITL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The testreports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12129/09, signed and sealed by Julio Gonzal
(Submitted under NOA No. 09-0826.10)
Jorge M. Plasencia, P.E.
P76dud Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date:'February 17,2020
Approval Date: September 28,2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SU13MITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. ETL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t'
Edition (2014) and FBC-611 Edition (2017), dated 04/18/17 and revised on 08/10/17,-
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their,
"Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas@ (Gear and White) Glass Interlayers'.' dated 06/25/15, expiring on
07/04/18,
F. STATEINIENTS
1. Statement letter of conformance with FBC-5'h Edition (2014) and F73C-611 Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90' &135' comers - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Pr 6dJorge M. Plasencia, P.E.
uet Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17,2020
Approval Date: September 29, 2017
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
I� GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2 DESIGN PRESSURES:
,NE.M. DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSMVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM Ei3OO.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE RAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME WTO
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 NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6)FUEFERENCES ELCO ULTRACON, CRETEFLEXANDAGGREGATORNONS,ANSUAF&PANDS 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 MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980. FTL-5993. FTL-6001, FTL-6014, FTL.6015, FrL.6017, FTL.6022, FTL-6023,
FTI-4iO24, FrL.6025, FrL.6028, FTL-6031, HL-6033, FTL-6030 AND FTL-7654
TABLE B. SEE DETAILS ON SHEETS 4 & 6
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�s S. MISMLE IMPAATT RESISTANCE
CODESISTANDARDSUSEM
-0 7 FLORIDA BUILDING CODE POOL IFT111 EDITION
."i4RORDAB IREO), SIN EDITION
-ASTM E`13�
.MSVAFSPA NDSW15 FOR WOOD CONSTRUCTION
.AUUMINUM DESIGN MANM, ADM-201 5
.A3SI Slff,12
.AISCSM,Io
NOTES ............. I
CONFIGS .......... 2.3
PRESSURES
fSIULTYPES .. ......
SECTIONS ...........
LIST......................
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TABLEA.
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I)WHERE SUBSTRATE CONDITIONS REOUIREANCHORNGE FROM MOREMIAN ONE OF THE ANCHOR GROUPS AROVE
CNOOSSTHSANCHDRGROUP OF�ELOMST�FOR�LTAUESIN�lS�GV�.
2)�MCflORHM7YPSSAREAPPl-JCARUE.
3)FOR�USMW,MIN.FU=46KSI,MN�-MKSI+
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5)�HORSMSTOEOPSUFFICIVW�M�W�TAMMMUMOF3���NOBE�ND��S�MTE.
ANCHOR NOTES
1) FOR CONCRETE/CMIJ SUBSTRATE APPLICATIONS IN MLAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS
2) MR OTHER SUBSTRATE "PLICAl-IONS SEE TABLE A. TIHIS SHEE
PRODUCT REVISED
3) WOOD SUCKS DEPICTED AS I X ARE LESS THAN I A�- THICK.
...... % I.. Ith W. Flafld.
Bonding
PROPERLY SECURED. 1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS
;OLID CONCRETE. WOOD BUCKS
oda
NOA-N� 17�420.12
DEPICTED AS 2X ARE 1-112" THICK OR GREATER. IX AND 2X BUCKS
E"Iration Dai*0211712020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
By
MiAlf:50 *.d..t
THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF
Contml
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 T71GHT TO SUBSTRATE. GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK 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 WOO D, 309 FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
EMES 770 AL UM. SGD - LM IMPACT
I'Nrsl—f -22. I'-PG—TO130
No. 537,5
EXAMPLE CONFIGURATIONS
MAX.UNITWIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAX UNIT
HEIGHT
P R TABLES 1
E -31
NOM, I
PE
Nw
HE
PERTA
CONFIGURATIONS NO TIES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAXUNITWIDTH
LOCATIONS USING DETAIL -jw-, -je, 'Kw' OR 'Ke INSTALLATION.
EXAMPLE: 4.PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
NOM. PANEL WIDTH
pXXYXp, pX)D(X OR XXXXp. OXXX IN POCKET CONFIGURATION
PER TABLES 1-3
CAN Be OX) CKIF.
2) DO- & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
is
WIDTH, SEE TABLES
MAX UNIT
HEIG7
ES
PER TABL 1-3
3) FOR NOM. PANEL 1-3.
-r - OPERA13LE PANEL,
3-PANE IONS
I- - MAX UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES "
MAX. UNIT
HEIGHT
PERTABLES'
5-PANEL CONFIGURATIONS
O'= INOPERABLE PANEL.
POCKET "'P' = POCKET F-DETAJL LETTER
L_ - -,IT --- 'w' - WOOD OR METAL INSTALLATION
2-PANEL ar-','.CONCRCTE INSTALLATION
CO IFIGURWfIONS 41"s L-SHEET NUMBER
MAX. UNIT WIDTH DLO WIDTH - NOM. PANEL WIDTH -7-
NOM. PANEL WIDTH A. DLO HEIGHT = DOOR UNIT HEIGHT - 10.125'
PER TABLES 1-3 PANEL I MIGHT - DOOR UNIT HEIGHT - 1.869'
MAX NIT
III AT
HEI
PER
IWI
TABLES 1-3
1
�KCFAUM04oWl
SIR
AN
!� N I
iff
p� i
.—
FIGURATIONS a PRODUCT iRIEVISED
f on complK.T. .1th the Florid.
.fleff., . .
MAX. UNIT WIDTH
NOM, PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER
TABLES 1-3
2 22
POT0120
ia".. 47-0420.12
Expiration Date 0211712020
No. avos
A.LYMMILLERP.E.
I EXAMPLE CONFIGURATIONS
NON. PANEL WIDTH
PER TABLES 1-3
M
HE
PERT
I PER HE
MAX UNIT
HEIGHT,
06� OR 120*
6-PANEL CONFIGURATIONS
GHT
B LE
!,I
LI IEEE- GIJ
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAILJw, 'Jc', 'KvP OR 'Ke INSTALLATION.
EXAMPLE 4-PANEL )OOO(IN POCKET (P) CONFIGURATION CAN BE
pXXXXp, pX)= OR X)Mp, OX)C< IN POCKET CONFIGURATION
CAN BE OXXXP.
2) SO- & TW CORNER CONFIGURATIONS CAN BE A COMBINATION
0 F ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
"X"- OPERA13LE PANEL.
'0' = INOPERABLE PANEL,
Vm POCKET
f---DrTAIL LETTER
'w* = WOOD OR METAL INSTALLATION
'e-CONCRETE INSTALLATION
L—SHEET NUMBER
OLD WIDTH = NON. PANEL WIDTH - 7-
OLD HEIGHT - DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT � 1,866-
SE I", EVA
MAX. TESTED UNIT WIDTH
AfTS 1 3 1 72 Pormil
PRODUCT REVISED
.. ocoaftlnx. with the Florida
0.11al.0 . .
NOA-N.._ 17-0420.12
X
No. 687,,
GLAZING DETAILS (G3, G3A, G4, 134A, G5 & ISM)
7116* NOM. 7/16"Nom. I-NOM.
3116'HSGLASS—\ 3116'HSOLASS—\ 3116* HE GLASS-
.090- PVB-
090. PVB 74 .090' SG 74 3116* HS GLASS-
3110- HE GLASS 3/1 jLS GLASS 318"AIR SPACE- 74
3/10. T GLASS
83
3/4"NOM. EXTEWR 3/4' NOM,
GLASS GLASS 124-IV 3/4' NOM.
BITE BITE GLASS
SITE
�Iofl
(!o) 60 1�3 79
54 64 56
7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 V LAMiNATED I.G. GLASS, TYPE G5
9/16- NOM. 9/10-NOM. 1,NoM.
1/4' HS GLASS— 1/4' HS GLASS— 3116- HS GLASS-
59-0- Pva-
.ow Pva� .090P. SG 3116- jLS GLASS-
1/4'HS GLASS--]�, 14 1/4" HS GLAE�S 74 5116*AIRSPACE- 74
82 — v 114':[ GLASS PRODUCT REVISED
M th. N.M.
0.11di., d.
We NOM. 314"�NOM, NDA-H, 17-0420.12
GLASS EXTER*IORGLASS 12�iV 3A. NOM ,
BITE BITE GLASS D.� 0211712020
BITE
EXPERJOR
81 61
79
56
9/16"LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
�R%A �.LYN
GLAZING NOTE&
No. 587"
'ANN'-ANNEALED
'HS' = HEAT STRENGTHENED
'T' - TEMPERED
SEE SHEET 15 FOR SPACER DEWLS.
S
=.090' TROSFOI! PV13 BY KURARAY AMERICA. INC.
:PVS'
SENTRYGLAeBY KURARAY AMERICA. INC.
GLAZING DETAILS
'9ERIES SGD LM IMPACT
L
COAT. W�. 0�
770 ALUM. -
"
L
NO
. I
OOJ.
NTs
1 4 , 22
PG rom
c
RE150M
JR
1WO114
GLAZING DETAILS (GIS, G6A, G1, G7A, G8 & G8A)
1- NOM. 7116'NOM. I-NOM.
3/16-!LS GLASS- 3116"ANN GLASS—\ 3116" ANN GLASS
.ODD' SG- .090' SG�
'9" �G
3116- HS GLASS 8*9
WIG' ANN *GLASS
6, �* �, CE
W IR SPA E 74 311VANN GLASS 3/8* AIR SPACE 74
G
3/16'_G S SAW T GLASS
63
124427 We NOM. We NOM. 3/4'NOM.
GLASS GLASS 12�127 GLASS
I BITE BITE EXTERIOR BITE
EXTEMCIt
1�3 79 TO
54 65
V LAMINATED I.G. GLASS, TYPE 36 7116"LAMINATED GLASS, TYPE G7 I"LAMINATED I.G. GLASS, TYPE G
— VNOM. 9/16- NOM. - I-Nom. —
3116- HS GLASS. 1/4' ANN GLASS— 3/16"ANN GLASS
.090. SG_ oeo- SG -
SG
ANN GLASS
09 o"
VlG'HS GLASS- 3116- ANN GL;OM-
5/1*6'A7RSPACE-74 74 6/16-AIRSPAC5- 74
114-TGLASS 1/4"T *GLASS PRODUCT REVISED
as comptnx, wIM the Markle
B.Ildl., a .
17-0420.12
314" NOM. 314' NOM. 16 NOA-M.. —
12�W GLASS GLASS 12�12 3/4' NOM. Its hallon Its, ��2
BITE BITE GLASS 11712020
VTEROR BITE has he hhh.
gx�mo
64
b5
V LAMINATED I IS GLASS TYPE G6A 9/16"LAMINATED GLASS TYPE 37A 1 "LAMINATED I G GLASS TYPE 38A
GLAZING NOTES:
"ANN"-ANNEALED
'HS' - HEAT S TRENGTHENED
SEE SHEET 16 FOR SPACER DETAILS.
a
-r = TEMPERED
'PVB' -.090- TROSIFOO PVB BY KLJRARAY MERIDA, INC.
GLAZIN G DEWLS
-,9G' =.090' SENTRYGLAd'BY KURARAY AMERICA, INC.
A
SERIES 770 ALUM. SOD - L&
7.11-12%,107iWill
�1___Jao_78 MIS ShVET.
_S�no
�PGTOMOJ_
A. LWN MILU�k P.E.
JR
.1saaessese
RNTS
1-5 e 22
[__�q
Design Pressure (DID) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
For ewer astragal anchoralge an 90- or 137 ewer ud%, see sheet I I
Maximum DP for all sizes:
-60 1 .60 psf
(M-Y la, Limited by Table IAJ
Told. A. to Goes Tpo 3.
M. 5, M, 7, ?A, 8 & SA and
Los StilefAstrient Typo alrean,
beloa.
Coar Unit Height
mor
69,71v MID
Anchor Group
73-71V DILO
Anchor Creep
79-7/8' DLO
Anon. Group
8641W DLO
Archer Group
A
B
C
D
A
8
C
I D
A
B
0
1 D
A
R
C
0
I Hari
C,1-
=
=.
-7+T
=.
-N-+T
-0-4.T
-04-0
-".T
04+1
C4+1
C4.1
Ci`1.1
01+1
01+
+
2�
Ir
lamb
a
a
a
a
8
a
a
a
8
a
9
8
-78-
a
a
a
a
DLO
Rare,
-F
.77 -
-577-
-07-
-T.-7-
-�76-
-58
-i--B-
-T--a-
-7;8-
-T+B-
718
7+ a
7 .8
Headfaill
N.1
04+1
C4+1
N.i
NO
01+1
01+1
-8
CIO
-a
04.1
-a
Gl+i
�+l
NO
C4.1
01.1
C4+1
N.1
so-
JF96--
-8
-8
-8
-8
-5
-8
8
8
a
a
0
8
a
S
mo
P-b..k
--(W7-
-!.-1
--67-
-Fj77-
-7.8
7+8
7.8
7.8
7.8
7+8
7+8
7.8
7+8
7.8
7+0
Heassirl
=.I
-CZ+-I-
-a+-1
=+I
-a+-1
C,1-1
04+1
C,1+1
C,1+1
C,t+1
C,1+1
C4-1
C4+1
C,10
04+1
C4-1
as.
2W
Joan,
5
-8
-6
-5
-a
8
a
a
a
a
8
8
8
a
8
a
OLD
P-hock
--9-7
-8;77-
--6-7-
-W7-
748
7+8
7+8
7+8
7+8
7.8
7.8
7.8
7+8
7.8
7+8
7.8
1-108DIML
�'
C4+1
C4.1
N+i
C4+1
C'1+1
C'1+1
N.1
01.1
N.1
�1
C4+1 I
N+1
Ci.1
ce�j
N-I
36,
jarob
8
-8
-8
-a
-8
-- a
a .
a
a
6
a
a
8
8
a
8
MCI
P- o4i
i "7
0.7
1 �L
8-.72
-7�e-
-i--u-
-7+8-
-7.-5
7-
7.0
7.8
[ 7+5
7.8
7..
7�
+
67rS2
1 N7+82
+
F
+2
=
. +2
C4
1 +2
C4
Ot.2.
C4+2,
--I
C4-2
F�--2
C4.2
01+2
-
C1+2
4W
41-
jame
I a
1 8
1 a
a 1
10
8
0
0+7
1 0+7
1 W
1 B+7
I /+a
I Y+5
I I+U
I (+U
1 140
1 ,
'..
I -&
7+U
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASEL) ON THE USE OF THE 3-1/4- SILL.
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER CIP IS 411,07 PEP MAX WHEN USING THE 3-1/4' SILL. POSITIVE WATER DP IS
(10.0 PSF ItM. WHEN USING THE 4- SILL, POSITIVE WATER UP IS 80.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE I&
3)4',3.114'AND 2-M' SILL HEIGHTS ARE TESTED FORWATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOTANDMUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. mAx. PosTive DESIGN PRESSURES StOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRIENTIFLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10A4 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) 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.
To.. � I. -
Sill Height to Max. (+) DIP
(Water Infiltration Rating)
ULL, NUI LS 1-3
OH LENGTH
OH RATIO a I
CH RATIO - �QH -LENGT�H
CHI HEIGHT
DLO WIDTH -
NOM. PANEL WIDTH - 7"
DLO HrIGHT
P.RODUCT REVISED
DOOR UNIT i;tEIGHT - 10.125-
WIth the Florlda
d
PANEL HEIGI
17-0420.12
DOOR UNIT I
Expiration Data 02/17/2020
".
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no
i '-' '
LdAI1e@Jwb
Stralghtmoagal
I Assembly
Lectrula @
5�1,htmtrqal
90- Mongol
Anembly
16c6`rTe-@-
90-Attratial
ns' mwgal
�rmhly
Loelakile @
145-murgal
SbZard Stiles
1.7d.rdstlla
Steadied $01.
1 Sta.daniStile
StardordStile
meaw-dulysole
HoaW-clutyStIle
Haavy-dutySnle
Heavy-ritAyStIle
SwrlardA,tragal
Onrntld� Corner
Coulee
-IDM
Corner
loside
Corner
Ottulds
Corner
Part 1160 K)
Part 460
Part 1160
pan 060 (stile)
Parll!67(Attongal)
PartI160
""""Shis)
P lmll( rner
P.ri
(in.)
larthfil(Stile)
a sa31 
Pans#31 
P�
(CD & Fxd M I)
(Conn. & Fxd Maori
a fit
all
CERT. oFu`Tm am
6 -22 1 PGTO130
Z No 58705
Tub,
C'
ONAL
P.E� 58705
Design Pressure (DP) and Anchor Quantifies Required, (for allapproved conflipmagons on sheet, 2 & 3)
�DP
r.Il lafzesl,:,.6D 1 .60
F., I., .�Lagal s.hn,age n 0 ., jue.t it
[IMinadmum
QQ, Ns
Mar. c "�,
oft w WWI by Taws w
an. Urnt word
nw..Pph. to Glenn tt". 4,4A,
1.
w
an-
4
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6. M 7. ?A, 8 & M am the
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mo
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mv
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cj�.
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201
1
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1 c I D
A I B
I C 1 0
A I B
1 0 0
A a
C I D
I A I B
1 0 1 5
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A
g
A
M
A I'L.-
04+11
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04.1
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7.6
7.8
7�8
7.8
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7.6
7+8
7.8
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.9
8.9
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10
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3710
10
to
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01+2
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04.2
04.2
C4.2
04+2
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U+2
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0t.2
04+2
C4.2
N-2
04.2
N.2
01.2
01.2
01.2
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M2
0112
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2
2
2
2
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F5;2
2
2
w
OLD
JsKb
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a
8108
8
8101010101010101012
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-fo-
2�
sm.
6+_7
�7
07
Q+7
740
7+8
7+8
+8
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_L_
7+8
7+8
7.11
7+8
1 T-8
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g
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0+9
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m
-�+-q
m
5710
wl 9
Q+10 19,10
10-10
1
wo 19.10
wo I
r
nnatil
U+2
U-1
.+I
�-2
Cl�
04+2
-2
C,4-2
04.2
0112
",2
U+21NA+
C,1+212�L+2
LA6!2
a
a
B
a
a
a
a
-
a
-
in
-
a
-
152
8
HJa
p"131
5+7
0.7
8+7
.8
7+8
I+a
7+8
+8
7.8
'rS
7.8
rp,6
7-0
7.3
7+8
Not m1lable in these sizes
an
a
04-2
01-2
01-2
C4+2
N.
+2
04-2
04-2
N+2
'&+Z
�,2104,2
�+21�-21N+2
Jb
8
.
.
a
.
a
a
a
10
8
0 ,
8
60-
1
817
UTT
6-7
6+7
7.8
7-8
7.8
7.0
7.8
7.8
NOTES:
i)-P-OSMVE PRESSURES IN TABLE 2 ARE 13ASED ON THE USE OF THE 3-1/4' SILL.
2) WHEN US LNG THE 2-10 SILL. POSITIVE WATER OP IS 46.67 PSP MAX WHEN USING THE 3114- SILL,
POSITIVE WATER OP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2&
3) 4.3-1/4- AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2-
SIM IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. �
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FIBC (SEE ADJACENT DIArRAM); 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 FBO EGRESS REQU IREMIENTS WHEN REQUIRED.
B)JAMB ANCHOR$ ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
T.. �.. �.11nll �l ... I ...... I I
TARI F IA-
Slill Height to Maur. (+) DIP
(Walarkrullfintlan Ralbag)
Bill Ris�Hdoll
one
=0101xi)
SEE NOTES 13
OLD WIDTH -
JNOM. PANEL WIDTH - r
OLD HEIGHT =
OH LENGTH 1�__
DOOR UNIT HEIGHT - 10.125-
t.
PANEL HEIGHT -
E_2i
DOOR UNIT HEIGHT- 1.866�
0 H 117A
0 OH TIC,
Houton'
No�.. 17-0420.12
ftpimtl.n vqIR 0211712020
OH RATIO a ON LENGTH
e-..-
OH HEIGHT
an I -. IMS�� � mnay.
Inwl.cl,
P-hook
L-ckshle@Jmb
StralghtAstritol
�emblv
tockstfle @
StraighLAsoragal
� -.1-
gwmmpl
Assenbly
-- --------- ---- ---
Locimalle @
9WAstrapt
135-mira'.1
Assembly
L.�Iaull.p
135- Mirrapt
ltaavy�dut,,Stfles
Heavy-duty5tile
Heany-dutystile
HeavV-duly Sue
Heav,,dutSfila
Ilm�-dutySille
He�-III
Heavy4ulySifie
fileaw-dutystfla
StandardAntragal
O.Uld. 0c,.ct
fio�Co.,
I Q 'nae,
Outude
finIJT:I
Inue
Darns,
Pan 961 LX2)
I
Part 061
I
Paft#Gl
I
ar IS 'a'
Pprt
I
P.01161
I I
pp O'l "a"O""
n`2 'ra
Il.2w(e,) I
pe" #"S
P 4 'l Sfi'e'
P 'h#3 032
I(C.1;. go r.ld(`M.art)
Parstil
I
CENT. CFAM A22290
SERIES 770ALUM. SGD
NTS 7 - 22
A.
No. 58705
Design Pressure (OR) and Anchor Quantities RequIted, (for all approved configurations on Sheets 2 & 3)
Far cornarastraild anchorage on W or 135' conerizilts, sea alml H
Maximum DP shown below
(May be llmltad by Table U)�
mor UNK H.Ighl
Table go. to Glass lYpes 4. 4A,
a
or
Iw-
106?
o. M, 7,7A, 8 & m anxi the
697FSTOW
73�71W Ica
79-71W BUD 65_7106 OLQ
91-7m. OLD
V-71T MO
StIldAidiarial typea slimbem.
W A-WrG-u
auncher Grow
An.1hor
Grou,
8 C
D A D
A 8 C D
A 0
C D
Ns=um
Aw
r
psi
/412 6 1
----+P7Sre*T—
r
�LVINVN�
I
cftl
I ggliMl
104-11
N-1
1001
graz.5
�d+l
SLA+I
1 SA 1 LAtI
S.
C
—4. to
I
a
'
U
I a
I a
a
5
1 8
a
P-hook
6+7
1 U+7
1 6*7
1 647
1 7-8
1 7+1
7+b
1 7+8
1 7+0
1 7+5
7+81
7+51
7+61
7481
0
rmcigm Pressure
. Po
4raz.5
ag
0-750pf
Headt!ifll
�1 +1
C41+11CL+1121+1124+1104+1
C411�11C,1+1104+1
COIIC4+111!7!�
C4+[I
C01
I C,I+1
I C,1+1
C,1+1
C10
I C4+1
I COI
I COI
DW
—
Joint,
a�
a
a
a
a
10
a
0
10
10
P-hook
1+1
f+U
1 1+0
1 1+8
1 T+5
1 7+8
1 7+8
1 y+U
7+8
I f+O
7+8
I 7+U
7+
1 7+5
U+5
I U"
1 0+&
U+U
6.
i 91+1
i we
i A
CoNen Pm3s.
+1,82.5
P.f
.1.7&0
1
Headr3lift
04+11
C4i
104+1101+11
C1+1
I C,10
1 GOT
1 1+
1 �1
I NO
W1jc&+lIc,:+IjcRl
M41
05+1
1
04+1
OLD
I a
I iz..l
IV
I U..l
_,I z
1 00
to-
10
10
10
10
P�k
5+7
1 6+7
1 v+7
1 s+7
1 1+0
1 r4d
I I*b
I �u 1 1+0
1 1+0
1 1+0
1 7+5
1 8+9
1 8+9
1 8+5
1 u+yb
L+u
i A109
+
a
i 69
8+9
E+9
+
8+9
Coate PA93511a
—2CS+
+1412.5
paf
4f-7U
t
C�2l�2104*21W+21"421�+21C�2LC��TDWP—+f2lC5+21�21M+2
-+Z.W
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ca
IE:2
Cg ]1-0+21C�2
22
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212
DLO
a a
12 10
1 10
10
2
10
10
10
I P-hoo
7+5
1 7+8
1 7+11
1 7+11
1 r+O
I 7+U
1 1+4
1 1+5
1 8+u
I o+v
I N+w
1 0+9
0"
M
8+9 "
0+9 O+U
, ,.,
o+.
M
i 8+0
1 8+9
i 8+9
-
I DoLigh Pao."
Vjoveof
Sa.M.Aba0aa
Pa
1.
8""",
1 CII+2 I CfR2 I Cal
CO2 06+2 2 cl
061`2
C5+2 05+2
21! 2
DLO
IZX_�
1+��-B
12
iu
5
14
12
8
a
14
10
10
:05
1:�Ij
L
�2
10
0
IQ:
P
7 8
7+8
7+
7+81
we
I a
8+9
8+9
8+91
8+9
9+10
9+10
11-10
%1-
+"
'+j,
S+'o
NOTE A:. +1.90.0 PSF FOR GLASS TYPES 4,14�, 0, UA. 7A. B & ON. +1W.1 I -UK Ut-ASU I YF�f
NOTES; . _EXAMPLE
ON SHEET 9
7) —PosrrivE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4� SILL.
OLD WIDTH
2) WHEN USING THE 2-11r SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4- SILL, POSITIVE WATER
NOM. PANEL WIDTH - 7'
DP IS 60.0 PSF MAX. WHEN USING THE e SILL, POSITIVE WATER OR IS BOX PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE $A.
DLO HEIGHT=
3) 4'. 3-1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1 IT SILL IS NOT AND
DOOR UN IT HEIGHT - 10.125'
MUST ONLY HE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT
BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT - 1.066"
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FEC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE I OTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
.... . ... ........ — - . . ---. — -1— - I... — I— — I.- . � e.c o.c.10 11 . o� �. ...' �'.cmoin%iQ
AK111 QMoo7o 1 A 110 PnW ARqPRA RI v nFTAFIA
— -----
Interl"k
— -----------
P-hook
' -- - - -- --
lo,�Ole..Iarobj
-
SholghtAstragal
Auembly
Lom"le S'
b-alghtAstragal
W* Anra�l
A�embly
Loclatile @
90- Astragal
25'Aslrag�l
Aasembly
LoClotile @
135* kuragal
Hea�dl
HeaW-duty Stile
ll�.Y,,d�ty&tlfe
HeavAuty Stile
HeaW-dptyStIIa
Heavy-dutyStile
HeaW-dultyStile
Heaw-d.tYS111. --
HearWilmyStile
He�dulh,Mtmgal
Oviedo Career
ZdRqr
OuNde
Cor
cmar
77,(fe
C.,rar
Ou
'!U�id!e-v
Corner
P.rtg6l(.2)
Part#61
Part 961
Part#61(stil.)
Partfifig(konagal)
Purest
PPat 101'.. ('C' 0.. r
Peoor) I
Pp:ft, �",,9 1,0')')
P-U#3 "'12
(C.r� I Fadl.vat)
Partitsl
I I
MT. OFAM. Athiald
SOWN 1 NTS 1 0 a 22 1 PGT0130
TABLE 3A
SIIIHeIghtto Max.(+)DP
(Water Infiltiallon Rating)
8'" "0" rH 8"'E'
Goalie
'4) Ca""i
0
"'a' a' S ""'
P.-au.'p
Shoal 17)
Fl-h
a..
"S
M.d'.. _ 114
-611
", '.
. S, ,
SEE NOTE$ 1-3
OHLENGTH
OR RATIO � 1
OR RATIO - OR LENGTH
ON HEIGHT
PRODUCT REVISED
...... W1,.y, Mth th. I'l.dd.
"Offall., . .
.N.. 17-0420.12
�Plmfli Dato 02/1712020
*:: NO 5870,
NOFRAMI �10' P-HOOK ANCHORAGE CONSISTS OR
SEE
MAX.UNITWIDTH SEE 'CS" CLUSTER
SEE 'C6" CLUSTER DETAILS. SHEET 10
JAMB (9) P�HOOK ANCHOFUS,
SPLICE
REQUIRED@ (PERPENDICULAR 10 GLASS
SEE 'C5'CLUSTER DETAILS, FOR ASTRAGAL
DETAILS, SHEET 10 FOR
NOTE,
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
REQUIRES"CO" SHEET 10 FOR INTERLOCK
INTERLOCK 2W MAX'O'CL
THIS
POCKETS AND
A CLUSTERSEE
11
SHEET
SEE POCKET (10)P�HOOK
x _j -
JAMB MOUNTING
x x w MAX
INSTALLATION, ADAPTER
THIS SHEET ANCHORS MIDWAY
7 MAX.
& SHEET 14 -HOOK
BETWEEN P
4 PAIRS OF
ANCHORS & AT 3"
FROM TOP & 14'�DC
FRAME ANCHORS
ANCHORS go-
BOTTOM
(TOTALS
21'
UNIT ANCHORS)
4.061H
MAX. TO OPENING
EDGE OF POCKET SEE
P-HOOK HEIGHT D.C. PER JAMB
-ANCHORS
INSTALLATION
D.C. (SEE JAMB
;0 DETAIL
z
DETAILS'Jd &'Kd.
M 0 = P-HOOK BELOW)
END PANEL SHEET 14 & PART
;0 MOUNTING
24'MAX.
ANCHORAGE DETAILS V & W.
(2 ANCHORS) SHEET 19 FOR L'2
m" ADAPTER -X1
j ZN&�O�
a
D.C.
P-HOOK
ANCHORS
END PANEL
ANCHORAGE END PANEL
ANCHORAGE
ANCHORAGE (SEoE
(SEE SXETCH BELOW)
-LCENTERLINE
EKETCH BELOW)
F_
w MAX.. TYP.
A H.RAGE' ANCHORAGE
ANCHOMGE ANCWRAGE ANCHORAGE
OFPAMEL I
2.04�
24' MAX,
EXAMPLE, 5-PANEL, 2 TRACK 90* OUTSIDE CORNER
- DXX0O(O - EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C.
148' x 96"NOM. PANELS, ANCHOR GROUP C IN
CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) SPLICE NOTE:
ANCHORAGE EXAMPLE NLITES.
6.
NON-STRUCTURAL
I)APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
1 1,11T
p
QUANTITIES SPECIFIED IN TABLES 1.3. SHEETS 6-8:
0
NOM.
<
-CENTERLINEOF
INTERLOCK HEAD & SILL: W MAX. FROM FRAME CORNERS.
PANEL
SEE 'W CLUSTER USE spronED CLUSTER FROM APPROPRIATE
WIDTH
TABI JES. SHEETS 6-8 AT EACH INTERLOCK AND
DETAILS, SHEET 10
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FORINTERLOCK
PLUS SPECIFIED QUANTITY OF ADDITIONAL
L�-,2-ANCHORAGE
INTERMEDIATE ANCHORS PER PANEL.
3.V-
y
ADDITIONAL ANCHORS 24"O.C. MAXIMUM.
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
�ERQR HEAD OR SILL IF A SPLICE
21'
ET OCCURS AT THE P�HOOK.
MAX
�C
O.C.
PRODUCT REVISED
.5.5%T' - - F1.0ft
NOA41.a 17-0420.12
1)4.��/2020
W M4AX
By
U13 1�2 d..t C..tr.
4 T AMPS & P-HOOKS: 6' MAX. FROM BOTTOM. 21"MAX. ANCHOR PAIR O.C. (JAMBS) 14'MAXANCHOR
CENTERLINE
2
OFRANEL O.C. (P-HOOK) U rILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 2-TRACK
P4100K ANCHOR DETAILS ON SHEET 14. FRAMEJAMB
REQUIRES -.2' ANCHORAGE SEE�C6"CLUSTER END PANEL ANCHOR PAIR
CENTERLINE CENTERLINE
C6'CLUSTER,SEE DETAILS SHEET 10 OF ANCHORAGE
INTFRLOCK FOI I -ASTRAGAL
DETAILS, SHEET I I OF R�STRAGAL (2 ANCHORS)
OF PANEL 3 "+2 CENTERLINE
EXTERIOR \5 CENTERLINE ANCHORAGE-/ �_OFFAIVEL4 --TANCHORAGE_/ CENTERLINE. Z*: N, BIDS, t
OF PANEL 5
ZSFE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
J
Mi. --- - -----
I-NTSj--q 12 1—FEIT0130 1-6 1 A, ffH� NILEER. RE
JR 5104
5;�;r 131 IS
ASTRAGAL OR SPUCELOCATION ASTRAGAL OR
INTERLOCK--I�IF NEEDED INTERLOCK
CENTERLINE I CENTERLINE
,75
&D 4-
2.0
EVIVtIC
15 2-TRACK FRAME HEADISILL
ai(USERL 4 ULLEU I tK
E NWH�
ANCHORS ARE REQUIRED, '04')
ASTRAGALOR I- SPLICE LOCATION
(FOR SPLICE
ASTRAGAIL OR
PLI E L TION
CONDITION. USE
INTERLOCK- IF NEEDED
-CW CLUSTER DETAIL)
- 7- -1
CENTERLINE
3 5�
1.75'
EnERIOR 7- -4
lu AME HEADISILL
0 ASTRAGAL OR INTERLSM
(USE WHERE 5 CLUSI JER
ANCHORS ARE REQUIRED,'C5')
3.5'1---
4.0a"
\D 3-TRACK FRAME HFADISILL
0
(USE WHERE 4 CLUS1 tK
ANCHORS ARE REQUIRED, -C4-)
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-4�IF NEEDED
CENTERLINE I
�5
4-TRACK FRAME HEADISILL
94maMffipp
(USE WHERE 4 CLU5 I tK
ANCHORS ARE REQUIRED, 'C4')
D
2.04'
gg 7. P3. V
SXTERD r3j
7-
2-TRACK F E HEADISILL
RASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORSAREREO . 11 ,
ASTRAGAL OR (FOR SPLICE
INT5RLOCK-I CONDITION, USE
CE -CIE-=ST5RDErAIL)
3.5,
2,11"
4 08-
4DIAG. "�Rlo
3-TRACK FRA I - 15
ESE ASTRMAGAL OR III CK.
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, -CS-)
ASrO
T;A
L=_] (FORSPLICE
CONDITION, USE
CENTERLINE i 106- CLUSTER DETAIL)
EnERIOR
15
4-TRACK FRAME HEADISILL
(a ASTRAGAL 09 IN FtRLUUK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "OV)
�.�AWH."296
OR 1_ SPLICE LOCATION
CK--f-IV NEEDED
ENE 35.
7- 1
2.04�
- --4 3.5- 1-
3-TRACK FRAME HEADISILL
ASTRAGAL OR INTERLOCK
(US E WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, 'C61
ASTRAGAL OR (FOR SPLICE
-J CONDITION, DO NOT
USE THIS DIE
r I t
15
3.6'
2.04
.04'
6* ON
21'
MAX
D.C. �EF
21-
MAX-
O.C.
6- MAX f-
-T
F J70111, B 6- MAX.
,HORPAIR
4-TRACK
6- DIAS. FRAMEJAMB
2.04- ampLQft ANCHOR PAdR
' E�
JAINCHORS MAY BE INSTALLED
5
21" EITHER IN THE E)Cr. OR INT.
TI
MAX TRACK (INT. SHOWN)
O.C.
NOTFS:
6 6, i. —ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
6. Z FOR HEAD OR BILL SPLICE
LOCATIONSIANCHORAGE AT
3-TRACK FRAME JAMB P-HOOKSEESHEET9.
ANCHOR PAIR PRODUCT REVISED
th. F1.11d.
FOR SPLICED C.d.
CONOTTIONS ONI-r. 17-0420.12
tUSE WHERE 0 CLUSTER ANCHUNS AlIt REQUIREIVOY)
WITH & WITHOUT SPLICE CONDITION
10 -22
NO 58705
-1 111.11 -
RE.11 U705
2.04"
2.04*
-J�
204-
— *-l-ANCHOR
INTERIOR
1
\204-
I 7-�
I
e DIAG.
Ipwl 8.94-
t4"DIAG
SIT
6.12�\
5.
3.5
WE -
I Iii
MLR�;
WERiOR
3. .
�3P�
I
r
7 0 /0 mp. INTERIgR
13j---A \
1 �--/
�0'1 I
11,
L—mj
-91 CENTERLINE
,
a�jg
x 0
1
r
OF PANEL
VTERI.� DAG. DIAG.
MMA
1 ----4 3-5.
2.04' j EXTERIOR
4-
INWIVOR
4.L-6
OF
4' 3.' 4 7- --2-ANCHOR
7-
4" 4
2.04" .0 8.94.
2 04-
90- CORNER 136- CORNER 135- C RNER 4- DIAS,
2-TRACK FRAME HEADISILL 2JRACK FRAME HEADISILL 2-T CK E HEADISILL 3.V Wl—
(USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERUNE
ANCHORS ARE REQUIRED, -Cr) ANCHORS ARE REQUIRED, '2D ANCHORS ARE REQUIRED. -C6-) �—OFPANEL
EXTERIOR 1�1110R 4.OW -.1-ANCHOR -+3'ANCHOR
3. V I IOR 7,41'
7- 13 2.04' 4- DIAG
.3 1
4.08* 3.5' F17- 37
5.37- G. 7�
C LINE
1__CEMTERIINE OFPANEL
OFFANEL 2-TRACK FRAME HFADISILL
4" — 3.6" ON INTERMEDIATE ANCHOR LAYOUT
"TERM EKTERIOR 7- 4- INMWOR AW.HnP
90- CORNER 136- CORNER
3-TRACK FRAME VFAD/SIUL 3-TRACK FRAME HEADISILL
("AV ANCHOR CLUSTER REQUIRED (-OV ANCHOR CLUSTER REQUIF
AT ALL 3-TRACK CORNERS) AT ALL �TRACK CORNERS)
6.12'L twegm
2,04'
!in
3.5.
A 0 3.5" 136*
4' 7.
1 E7-
2
6.12- 4-DIAG
i_
2.04- 4- DIAS 3 5'?
D 4.
90'CORNFR
4-TRACK FRAME HEADISILL
CaW ANCHOR CLUSTER REQUIRED ANCHOR CLUSTER REC
AT ALL 4-TRACK CORNERS) ATALI-4-TRACKCORNFJ
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD 13E
EXnRMR ALL
,5 IAEWS
2.W
- 2.04"
�OW
-+3-ANCHOR
4
nlAr
4!
3.5- —4
��CENTERLINE
OFPANEL
4-TRACK FRAME HEADISILL
INIERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
ISO
NTS I If 1 22 PGT'o
I I PIP lif 1��, 0 1 1 - 7 �71 -1
PRODUCT REVISED
cow
PlKny, Wth tho Plarlda
.. ' 0
NOA41.. 17-0420.12
!Upi.tl�. IMWO2/1712020
N.. ao7oS
INSTALLATION DETAILS
EDGE DISTANCE:
SEETABLEA,sHEETi
EMROR
1�5-
1/4'
MAX.
SHIM
SHEET 1 1 ZWOOD ANCHOR TYP..
2X WOOD S
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE3,SHEET1 & TABLE A, SHEET 1
2-TRACK FRAME HEAD
WOOD INSTAILLATIOt!
EMBEDMENT. SEE TABLE A, SHEET 1
EDGE DISTANCE;
L.E A, SHEET I
7� 114"
F MAX.
7-0-52-50—ffl 9 N s H I m
2X WOOD WOODANCHORTYP..
TYR, SEE ANCHOR ZSEEANCHORNOTES
NOYE3.SHEET1 &TABLE A. SHEET 1
%3�TRACK FRAME HEA
WOOD INSTALLATION
WOODANCHORTYP., 2x WOOD WOODANCHORTYR,
SEE ANCHOR NOTES TYP SEEANCHOR SEE ANCHOR NOTES
"' 07'
'ZIM 046 M
& TABLE A. SHEET 1 N&i 3, SHEET I SEE & TABLE A, SHEET 1
.ANCHOR ANCHOR
ET 1
SHEU R X
1/4' MAX)]-
(114 A
M 0
m.giog T __R _a
2-11113-
EDGE DISTANCE:
SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A. SHEET I
2-TRACK FRAME SI
AWOOD INSTALLATIO�
EMBEDMENT: SEE
TABLE A, SHEET I
2X WOOD A
EDGE DISTANCE:
TYP., SEE ANCHOR
SEE TABLE A,
SHEET I
NOTE 3, SHEET I
WOODANCHORTYP.,
SEE ANCHOR NOTES
&TABLE A, SHEET I
�WOR
,U 114' MAX. SHIM
(s 2-TRACK FRAME JAMB
EDGE DISTANCE: I
SEE TABLE A SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
0 3�TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE TABLE A. SHEET I
EDGE DISTANCE:
SEE TABLE A. SHEE r 1
0 2-1/16-
METALTYP.. /SMS ANCHOR TYP.,
SEEANCHOR Z- SEE ANCHOR NOTES
NOTE 4, SHEET I & TABLE A, SHEET 1
4-TRACK FRAME HEAD
METAL INSTALLATION
3� SHEET I SEE
ANCHOR
NOM 5
SHEET i
(1 M' MAX)
�RIOR FC
0 2-V16"
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 MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
SMSANCHORTYP., METALTYP..
SEEANCHORNOTES SEEANCHOR
& TABLE A, SHEET 17NOTE 4, SHEET I
@4 �RACFTRALME BILL
T "
ETAL INS A LA�TION
- DIAGONAL D.C. IS
MIN 4- (HEAD &BILL)
OR 6- (JAMB) SEE
DETAILS, SHEETS 10 &
MIN. (IF 3 THREADS BEYOND
THE METAJ- SUBSITtNTE
EDGE DISTANCE:
SEE TABLE A, SHEET 1
E
BILE A, SHEET I
PRODUCT REVISED
acic .. dr;lloty�. with tho Florida
EMBEDMENT: SEE
No"..- 17-0420.12
TABLE A, SHEET 1
a
EDGE DISTANCE:
i
SEE TABLE A,
E.Phattd. 0. ta0211712020
METALTYP.,
SHEET 1
Sir '
EDGE DISTANCE:
SEEANCHOR-
-a
SEETABLEA,
NOTF4,SHEET I
2X WOOD
SHEET 1
TYP., SEE ANCHOR
2-V16"'
NOTE3,SHEET1
_Tj
SMSANCHONTYP.'
SEE ANCHOR NOTES
2-1116"'
&TABLEASHEETI
WOOD ANCHOR TYP
MIN. OF 3
SEE ANCHOR NOTEi
THREADS
LY*
& TABLE A, SHEET 1
BEYOND THE
14Y
...... 41
EXITROR
METAL
�K�p
114' MAX. SHIM
SUBSTRATE
114* MAX. SH
No. 0705
3-TRACK FRAME JAMB
WOOD -JNSTAL�TION
4-TRACK FRAME JAMB
METAL INSTALLATION
rt�;,m I NTS 1 12 , 22 1 PGTO130
INSTALLATION DETAILS
EMBEDMENT SEE TABLE A, SHEET I
EMBEDMENT. SEE TABLEA, SHEET I
NOTES
EDGE DISTANCE: SEE
'i`TA CE
EDGE DISTANCE:
DI
--r EDGE DISTANCE:
T.—ALL DIMENSIONS
CONCRETE
TABLE A. SHEET 1 CONCRETE
S B S
SEE TABLE A, SHEET I CONCRETE
N
SEE TABLE A, SHEET I
SHOWN ARE BASED
PERTABLE
2-1116. * PER TABLE
2-111 PERTABLE
2_111 6
2-1/16"
ON MIN. ALLOWED.
A, S14EET 1
— A. SHEET 1
A SHEETI
1/4"
- DIAGONAL D.C. is
r- MAK-
MIN 4- (HEAD & SILL)
*SEESEE
SHIM
OR 6� (JAMB) SEE
EMBEDMENT
114- CXTERIOR
a
L 114" EMRIOR
DETAILS, SHEETS
SEETABLEA,
MAX. 1�3
MAX.
to & 11.
SHEETI
SHIM
SHIM
PROPERLYSECUREDIX
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETEANCHORTYR,
PROPERLY SECURED IX CONCRETE ANCHOR TYP..
Z-
WOOD BUCK TYP.,
ANCHOR NOTES & WOOD BUCK TYP.. SEE SEE ANCHOR NOTES &
WOOD BUCK TYP., SEE SEE ANCHOR NOTES
ANCHOR NOTE 3, SHEET 1
TABLE A, SHEEr I ANCHOR
NOTE 3, SHEET I TABLE A, SHEET I
ANCHOR NOTE 3, SHEET 1 TABLEA,SHEETI
FRAME HEAD
3-TRACK FRAME HEAD
4-TRACK FRAME HEAD
S2-TRACK
CONCRETE INSTALLATION
CONCRETE INSTALLAMON
S CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE & SHEET I
SEEANCHOR
NOTE G SHEET—,
1 (1��- MAX)
PROPERLY SECURED iX
WOOD BUCK TYP., SEE
ANCHOR NOTE 3. SHEET I
� � I SEE ANCt
EXTEURiOlt
C
SEE TABLEA, SHEET I F
2-
El DISTANCE:
EMBEDMENT: SEE TABLE A, r, A
M2-TRACK FRAME SILL
ONCRETE I ON
(110MAX)
EnEWOR v
2-1/16" -
GE DISTANCE:
CRETE ED 7m
TABLE SEE TABLE A, SHEET 1
HEIST I EMBEDMENT: SEE TABLE A, ;HErTl
3-TRACK FRAME SILL
CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET I
EDGE DISTANCE:
PROPERLYSECURED
-
SIRETABLEA,
IX WOOD 81; J
SHEET i
SEE ANCHOR NOTE r
SHEET1
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEETI
CONCRETE
��__ORCMU
15114r' I--
PERTABLE
MAX. SHIM
A, SHEET I
TRACK FRAME JAMIS
(5K- NCRETEjCMU INSTALLATION
EMBEDMENT: E
TA13LE A, SHEE
CONCJCMU ANCHOR
NOTES&TABLEA.
SHEET 1
PROPERLY SECURED
IXWOODBUCKTYP..
SEE ANCHOR NOTE %
SHEET I
E�RICR
'D 114'MAX. SH
ECUREDIX CONCRETE ANCHOR TYP..
PROPERLY SECURED IX
(TYP., SEE SESANCHORNOTES&-7
WOOD BUCK TYP., SEE
E 3, SHEET I
ANCHOR E3,SHEETI
SEEANCHOR
NOTE 5.
SHEET 1
(114- .)
f)g �MOR
CONCRETE
2.1/16—
PER TABLE
CONCRETE EDGE DISTANCE:
A. SHEET I
PER TABLE E TABLE A, SHEET I
A,SHEET1 EMBEDM5N
FRAME SILL
%4-TRACK
CONCRETE(NSTAULATION
EMBEDMENT: SEE
PRODUCT
TABLE A, SHEET 1 vffTr.lr---
REVISED
a .10 th. Fl.fid.
PROPERLY SECURED I
1X WOOD BUCK TYP_
SEE ANCHOR NOTE 3.
SHEET l
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES &TABLE A,
SHEET I
Il,r MAX. SHIM
sq� I NTS 1 13 -
ftildfirij d.d.
NQA-No. 17-0420.12
EDGE DISTANCE: lb,pintlon Date 02/1712020
BEETABLEA.
SHEET I uy—��
CONCRETE
opt CMU
PER TABLE
A. SHEET I
PaTolso
mill,
ILU7R, P,�
I
INSTALLATION DETAILS
EMBEDMENT: SEE
WOODFRAIVIING� TABLEA,SHEETI
EMBEDMENT.
SEEIABLrA.
SHEETI
FRAMEJAMB
REQUIREDATALL
INSIDE POCKETS
TO PREVENT
WATER
P-HOOK MOUNTING ADAPTER
WOOD ANCHOR TYP.. INFILTRATION
SEE ANCHOR NOTES
&TABLE A, SHEET I
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
DISTANCE:SEF
U A,SHEET1 EMBEDMENT.-
FATERIOR SHEET
FROCK WOOD ANCHOR TY P4iOOK
ES CONCRETE OR
SEE ANCHOR NOT U[ �5
& TABLE A, SHEET I CMU PER TABLE
S2�7
(ALSO SEE TYP. 2 593' MIN A. SHEETi
ILLUSTRATION. SHEET 9) Ei5GE OWANCE
%P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS 918, 920,422 OR #24,
A00D 10_1ALLATION EXTERIOR MOUNT SHOWN,
(SEE TABLES IA, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYR.
SEEANCHOR P-HOOK MOUNTING
NOTE 4. SHEET 1: EMBEDMENT: SEE CONCRETE OR
ADAPTER EMS CIVU PER TABLE
MIN.OF3THREADS ANCHOR TYP.. SEE A, SHEE. I
BEYOND THE METAL —) TABLE A. SHEET 1 ANCHOR NOTES
SUBSTRATE &TABLE A SHEET I
0-HALSOSE�TYP. EMBEDMEN
....... SHEET
DISTANCE: SEE
: A. SHEET I
2.093-
CONC./CMU
ANCHOR TYR., SEE
220 J%�qj�ANCHOR
NOTES&
TABLEA.S"EL71
1-114' MIN. EDGE DISTANCE
TEMOR
n
P HOOK MOUNTING
PTER GONCJCMU
\-ANCHOR TYR, SEE
ANCHOR! NOTES & TABLE
EMBEDMENT' SEE
A. SHEET I
TABLE A. SHEET I
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
FOR USE WITH ANY
BILL RISER
dP-HOOK
� PARTS #18. #20, AL22 OR 024,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
_FXTERIORCONDI]ION
P-HOOK MOUNTING
EMSEUM ENT SEE
ADAPTER CONCJCMU
TABLE A SHEET I
ANCHORTYP.,SEE
— —:1 1. 1. . — - -
ANCHOR NOTES &TABLE
NOTES:
TiEL—DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEETAREFOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET 1 FOR
ALL APPROVED
SUBSTRATES.
3. SEE TABES 1-3,
SHEETS &S FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES,
ALSO SEE EXAMPLE
ON SHEET 9.
SHEET 9) PRODUCT REVISEO
...... lxtnx, wlth the Fiorldn
Ifill., . .
I %A-N.. 17-0420.12
I-VeMIMEDGE DISTANCE
P-HGOK SMS ANCHOR Typ,
SEEANCHORMITE
P-HOOK CONCJCMU / I EGEMOR
ANCHORTYP.,SEE-j 15
&TA13LEA.S
ANCHOR NOTES & TABLE
(ALSO Sl .693"MIN.
A, SHEET I 2.693"MIN .
ILLUSTRATION, SHEE, 9, rDGE DISTANCE
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P�HOOK FOR USE WITH 3 XSIULRISERS
P�HOOK FOR USE WITH BOX SILL RISERS
0 PARTS 919, #21, #23 OR #25,
YNA
..........
PARTS #19. #21. #23 OR 02.5,
EXTERIOR
CONCRETE INSTALLATION EXTERIOR
. vckms�
METAL INSTALLATION
(SEE TABLES IA, 2A & 3A MOUNT
(SEE TABLES IA. 2A & 3A MOUNT
NO 58705
FOR WATER RATINGS) ONLY
FOR WATER RATINGS) ONLY
Z
I SERIES 770 ALUM. SOD - LM IMPACT I
-pGToI30
. . r �
I � -'. . I NTS 1 14 . 22 587M
to 5 .'. _
CONFIG. EXAMPLES
HEADER DETAILW.
SHEET 18; INSTALLATION
DETAILSAW 1, 'Ad,
SHEETS 12 & 13
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEr DPJANCHOH
TABLES, SHEETS 6-8 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 IWO
KEEPER (ITEM 103) AT FRAME JAMB
OR ASTRAGAL
9) PLEASE SEE APPLICA13LE
ASTRNGAL & INTERLOCK
COMBINATIONS PER DPIANCHOR
TABLES.
SILL DETAIL'D'. SHEET 18;
INSTALLATION DETAILS
'DW & 'Dd, SHEETS 12 & 13
MAX. UNIT
WIDTH MAX. UNIT WIDTH
MAX NOM. PANEL WID1 H
DLO_ TYP. PER TABLES 1�
WIDTH INTERIOR
"TeR
o"
PANEL PANEL
� 4
PANEL TYPE TYPE PANEL CORNER D TAIL 'N2'._
TYPE .0s, 'AV TYPE SHEET 19 & CORNER
A ANCHORAGE St fEET 11
NOM. MAX UNIT
MAX. A PANEL &m. HEIGHT INTERLOCK DETAIL
PANEL DLO PER -W, SHEET 19
HEIGHT. TABLES
1EIGHT SEE PER EXTERIOR INTEMOR
—NOTE 2 TABLES 1� 1-3
43 JAMB BE fAIL'G3', SHEE I
x IS: INSTALLATION DETAILS
x x 'GW &'Gd, SHEETS 12 & 13
LLU44= DLO WIDTH= NOM PANEI WIDTH 7"
So -
DLO HEIGHT - DOOR UNIT HEIGHT - 10.126-
EXAMPLE: 90* INSIDE CORNER, 4 PANELS - XX= PANEL HEIGHT = DOOR UNIT HEIGHT - 1.86W
slucoNE HOT -MELT BuTiL
STRU"10�'
SILICONE 'IUcON. 3116-mom
IM' NO
W[TH DESICCANT NT
EXT. GUSSN
PANEL CORNER FRAME CORNER
DETAIL DETAIL
Part Is
Description
Material
_T2_4
�Qu_mmdlng 4SG TIPS Spacer System
_f2_5
Quanox Super Space r W with Hot melt Butyl
Sea this
Sheet lor
126
5�anax -Dumseal Ss
Materials
127
CardInaI)L E�dge Spacer
P DIDUCT REVISED
6'�'ZXNT GILMS Mao..,%I.
.. vithth.M.Ad.
GLASS Noa-m.. * * 17-0420.12
KODISPACE 4SG TPS SUPER SPACE
SEAL
FOAM
EXT.G_Am�
STANLESS MIEL
EXT. GIASS -
0,- DURASEALO SPACER @XLEDGE"SPACER
, "" in --
OF� I SERIES 770 ALUM. SGD - olvow
'LLER Px�
LKL:YJ C
Z.ec
__PIS 1=5 - V P.51587011
cEar.. 1� 11 �LYN�M
CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL bum T-6 - N THIS SHEET. SEE NOTES
M', SHEET 19 )PERABLEJAMS )ETA% 03',SH ET 1%TS 12 & 13
'��INSTALLATIOM DETAILS W (:, SHE
ZIXED JAMB DETAIL -G2', ASTRAGAL HEADER DETAIT.W. SHEET HEADER DETAIL A!, SHEET 18, MAX.
SHEET18; INSTALLATION ZDETAILS'Ll'& 10; INSTALLATION DETAILS ,-INSTALLATION DETAILS'Av/ &'Ac', DLO
DETAILS 'Gw'&'Gc', L2, SHEET 19 'AV &Ac. SHEETS 12 & 57 Typ.,
_/ SHEETS 12 & 13 WIDTP
SHEETS 12 & 13 1 , Go- ,
PANEL
—TYPE
PANEL
PANEL
7TYPEL
PANEL
TYPE
Typ
TYPE
Tr
V
V
IN
MA
Nom.
PANEL
UN
HEK
WIDTHTYP.
PE
MAX.
PER
SEE
TAB[
OLD
TABLES 1-3
NOTE 2-
HEIGHT
SHFLT 15
0
x
x
x
PAN L
PANEL
PANEL
PANEL
P�
Ty,
TYPE
TYPE
K.
�yp
CS
IQT
W
MAX
UNIT
Hr
SILL DETAIL
NOM.
A
HEIGHT
D'. SHEET
PANEL
PER
ES
18;
WIDTH TYR
SEE
TABLES
INSTALL
DLO
PER
NOTE 2�
SHEETIS
1�3
DETAILS
HEIGHT
TABLES 1-3
-DW & Dc,
SHEFTS12
& 3 x x
Fiv, x
:S�EE FRAME &4 - MAX. UNIT WIDTH
PANEL CORNER DETAIL V, SHEET 18,--1 MAX. UNIT WIDTH
BILL BE
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 (2-TRACK) -DaV & Ve, SHEETS 12 & 13 EXAMPLE: 90* OUTSIDE CORNER -XXJXX (2-TRACK)
ASTRAGAL DETAILS 11- & INTERLOCK DETAVM% SHEET 19 JAMB DETAIL '11', SHEET 18;
INSTALLATION DETAILS -IW &
INTERLOCK DETAILV, SHEET 19 -le, SHEETS 12 & 13
L2, SHEET 19 HE�ER DETAIL
X a IV'SHZE�T SHEET IS;
18; INSTALLATION DETAILS 19; INSTALLATION DEi�ILS 'JW, INSTALLATION JAM DETAIL 12% SHEET 18; INSTALLATION
-11W &'He, SHEETS 12 & 13 'Je. 'Kw' & 'Kd. SHEET 14 DETAILS OW &'Rc-, DETAILS -IaV & Ic, SHEETS 12 & F3
SHEETS 12 & 13 7
MAN
HE
F
TA
MA� UNI WiDi"
F
N EL
PANEL
PANEL
PANEL
T YPE
TYPE
TYPE
TYPE
'R.
v
Im.
F
TA
UNIT
NOM.
BHT
ER
PANEL
WIDTHTYP
ILES
SEE
PER
-3
DLO
NOTE2r
TABLES 1-3
HEIGHT
SHEET 15
L
0
x
- -------- 11
EXAM SILL DETAVE, SHEET 18;-
P�=KET INSTALLATION DETAILS
(3-TRACK, ) 'EV &'Ec'. SHEETS 12 & 13
�. oram. dthV"
MAX UN1TWIDTH
PANEL
HEL
PANEL
PANEL
TYPE
T PE
TYPE
TYPE
V
IF
IF
TAY
MA
NOM.
UN
PANEL
HEIC
WIDTHTYP.
PE
SEE
MAX.
PER
TABI
—NOTE 2
DLO
TABLES 141
1,
SHEETIC,
HEIGHT
0
JAMB DETAIL 'G3', SHEET
18; INSTALLATION DETAILS
'GW&'Gc'. SHEETS 12&13 1
i INTERLOCK DETAIL
V. SHEET 10
90'CUTSIDE CORNER
DETAIL N1% SHEET 10 &
CORNERANCHORAGE
/-SHEET11
PERTABLES
X UNIT WIDTH
HEADER DETAIL V, SHEET
18; INSTALLATION DETAILS
'CV &'Cc', SHEETS 12 & 13
PRODUCT REVISED
.....pigi,ny, with the Florida
BDAlidks . .
- -0420.12
-No . 17
Expiration Date 02117/2020
HT
I
ES
I
EXAMPLE: XXXO SILL DETAILT, SHEET 18;
(4-TRACK, 13Y-PASS) INSTALLATION DETAILS
PW &'Fe. SHEETS 12 & 13
S�77V 1 NTS 1 10 e 22
No. U70,
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 4. =.. 'E�
Wm
MA
2-TRACKJAMB
CLIP0105
WIRETANERM08
(SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
AMERIOR
TRACK
k:;, (s
2-TRACK JAMB
(SH6WN
WITH
OPERABLE
PANEL)
AS
F
�15
D�PART
75 & 107-11
103 OR 61
lu� . RIOR 15—RCR Ugn =-.R " luomiam
3-TRhCK JAMB 3-TRACKJAMB 4-TRACK JAMB 4-TIRACKJAMB
%(SHOWN WITH STS-HOWNWTH eFrH-OWNWITH (B(SHOWNWITH-
OPERABLE PANEL) FIXED PANEL TO FIXEDPANELTO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
fl2)1 SEEDETKLON�M�15
EVERIOR
1�3
SEEDETAILG1
FOR FIXED
PANEL CLIP
SEE DETAIL G2
FOR FIXED
PANEL CLIP (D-
8�
WOR61
MAX UNIT
HEIGiWPER
TABLES 1-3
PRODUCT REVISED
compi
g�2'. Rh O� ll.fld.
NOA-N.. 17-0420.12
ftplmtlon Dnte 02/17/2020
EXWRIOR
1�3
jah2-TRACKWISCREEN
\.VEMM—ESILL
&I3-=TRAOK
E FRAMESILL
F 5
424L-TRACK
�,E/ERAME SILL
N,
705
'o
ITEM el SHOWN, ITEM 00 ALSO APPLICABLE, SEE TABLES
W, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
S,
=w
MERTICAL SECTION DETAILS
'I,
RX
I'gERIES77OAt-UM.SGi)-WINDOW-LMI
"A
11
—c
NTS 1
18 - 22 Tolz
ASSEMBLY DETAILS
(SEE SHEETS 12-114 FOR FOR INSTALLATION DETAILS)
nGl, n-� jo
IF
�Rlo. JLJ
W--
DEXTERM L__Jl \Z7
&1�--
'99975
STANDARD ASTRAGAL #87
HEAVY-DUTY ASTRAGAL #68
00* OUTSIDE CORNER
WITH STANDARD STILES #80
WITH HEAVY-DUTY STILES #61
2-TRACK SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BDX-OUT) MAY ALSO BE INSTALLED
(BOX-OLT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (13OX-IN)
TOWARDS INTERIOR (BOX4N)
ll�wnk
15 EXTERI�
(5135- INSIDE CORNER
2-TRACKSHOWN
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�_T;��CX S VN
oi 2-TRACKSHOWN
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Ll
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(STANDARD STILE) ALSO
INSIDE CORNER
APPLICABLE SEE TABLES
(99V
2-TRACKSHOWN
1�3, SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
he compMal whit the Modda
W161.9 .
31
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n
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GO IM5 I 017M IPMEL �E
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2) ITEMS III 33�39,66
62 MV 017327 allut-oa(AmPloft 121 & 122 ARE NOT USED AND ARE
4
63 IVS 6T%!48 WYL BULB WS IF. - JTFN (BOSIDE WERLUCK) NOT PART OF THIS APPROVAL.
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07 1� _671�_ )ETRAGAL MIN. 910 EMS OR3116' MASONRY
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63 JM24 61� TOP a GOTT014 RNIL
70 ITUO 417350 INEATIiERSTRP OW U'OUDED)
71 BID P11FN_1AW1.TPW1UG1
72 8153 181OX TANDEM Sr. S� ROLUER ASSY.
73 B153 781ON VVIDIEMNYLONROLUERASSY.
74 SIUCOfI5 OOW80.00�0110&77133
75 aim 781EX 00430 MOSIDOXI 1PLY DUU LOCKW&OW DOW PLAiE
78 7IOOaOBFPDI
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REQUIRES MIN. #10 SMS
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1: 0�0601
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0 1[ )f
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PRODUCT REVISED
me COMPVo%with the Florida
aU,,,,eq
No�o. 17-0420.12
E-Pbeft. Dew 02117/2020
NO.58705
li.n. rel. i I—C I
JR 1004 --1 .m I �TS 1 21 - 22 REN
15
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SCANNED
BY
St. Lucie County
MIAMI-
D:ADE) MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree� Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wiviv.miamidade.govIeconoin
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 "SGD-770" Aluminum Sliding Glass Door w / 90* & 135* corners — L.M.I.
APPROVAL DOCUMENT- Drawing No. PGTO130, titled "Series 770 Alum. SGD - LM Impace', sheets
I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, 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.
NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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.
r1l RMINATION 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.
ADVE RTISEME NT: The NOA number preceded by the words Nuami-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 thejob site at the request of the Building Official.
This NOA revises NOA# 16-0629.06 and consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.12
Expiration Date: February 17,2020
41.7 Approval Date: September 28, 2017
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGTO130, titled "Series 770 Alum. SGD — LM Impact", sheets I
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference 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/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) M-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06120/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629.06)
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 sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 14-0123. 10)
3. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FU-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08110/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12129/09, signed and sealed by Julio G zal
(Submitted under NOA No. 09-0826.10)
ZJorge M. Plasenc6a, P.E.
P�6dud Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17,2020
ApprovalDate: September 28,2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FFL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Subinitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t'
Edition (2014) and FBC-6" Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifolg) Ultraclear, Clear and Color PVB Glass Interlayers" dated 0 1/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGIas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC_Th Edition (2014) and FBC-6" Edition
(2017), dated 08110/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90' &135' comers - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
P.r6dJorge M. Plasencia, P.E.
uct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
ApprovalDate: September 28,2017
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
i) GLAZING TYPE OPTIONS: SEE TABLE 3, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM EMO.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM el 300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33.113% 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 NOT REQUIRED PER FBC REQUIREMENTS, AS APPLIGALBLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
G)REFERENCES ELCO ULTRACON, CREIFEFLEX AND AGGREGATOR NONE. ANSBAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WI rH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILJ31NG CODE, INCLUDING THE. HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980. IFTIL-5993. rTL-600i. FTL-6014, FTL-60M. FrL-6017, FTL-6022, FrL.6023,
FTL-6024, FrL-6025, FTL-6028, FTL�6031. FTL6033, FTL-0036 AND Fri-4551
1. � . I I.n. ��' P�.�o � � .
i-
Onoullflan (Uttnd toon &Bd.,W WbUIPG
GO toPnyo�
G V_
0
GSA
I- LAMUMMI I.E.: NIn- Y LIBUnU �1 I oo� o- SPIN- - 7116' LBITAMt, (Z) UUo PI&IV NO GI�G *On -W PY2 ft"wer
Cap + WIV AkUM0 4 7AF LMPBUMt. IZU08 GIVIV HS �s Win -� PVB yw
GO
I* "mMated La.: Wir T Efielor DIP + XV " Spus � 71ir (2) Ms Qr3U? HE Ginns Ift.090' SO WIN"
6 GMA Pr
-o I PP n
G7
ETA
.2 M.GRIM' ANN UP.. olth.00 BG tolt�or
GO
00
GBA
Iasi orth.W SO WsftyO
-TEMPERED
TVW..WTRQSrC1PPM3 FWKI_RMX`AMERKX INC.
�G..&OiTSONTNT,GLASO�KUR�RAYAMERX�AINC.
SEETASUMI,2&3ON
SHEEISO.788 I MUSSIBE IMPACTRIESISTANCE
CODESISTMDARDSUSED:
n2017 FLORIDA BUILDING CODE FBC).GTHEDITON
14 RF DA 'NO DOE NO), � EDITION
ORB "U'D C
N L
20 L F IN
ASTIM EIMIXW
.MSVAr&PA NDS,2015 FORWOOD CONSTRUCTION
AN
-ALUMINUM DESIGN MANUAL.ADM,20IS
.ASIS1110,12
.ASC36GIO
GEINERALNOTES .............
I
EXAMPLE CONFIGS ..........
2-S
GLAZING DETAILS ....... ....
4.5
ANCHORAGE .....................
6.14
DESIGN PRESSURES
6-8
INSTALL DETAILS .... .....
... 12-14
ELEVATIONS ... . ................
15.16
PANEL/ SILL TYPES .... ....
17
MOSS SECTIONS ............
18,19
21,22
Anchor
Owup
Winb:
subtloato
mi.. Eds.
DIMPI. I
mi. O.C.
Dt=.,o
Euflm,oft.nt�
MUNI mck...
A
912 1" GIVE,
(F'-Bokid ' F,-05k.1)
412410 so sms,
OF11 90 IUL F,- 1PO Im!)
At
S.M. R. (SO - 0.55)
9110,
71w
I-yr
SIMM75M.I.
wr
via-
O.Ow
AMSWI
MF
9116.
Gow
Dr. 33 SIM stud
vw
wia.
O."s, (IS an)
114' Ben AWMAMWO
F,,57 kol. F.-GS k.1
At
Conciato (min. 2.22 ksB
1-inr
w
14W
_Z. b I P�. k
_FUd Blook (ASTM M)
r
w
r
A.I,JP�k
7
3ft
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1.
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0
#1261M.) SMS IS, 5)
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Ad wuln�t.)
Aft
sounne. PW (56 - 0.55)
wir
71�
3/6'
w
wIv
aw
AM Steel
w
w1w
Uw
Q. M Bunt Stod
w
wir
C
Ile Elco UIP&COTS,
Fv,1M kti, Foln kat
Al
Concow (�. SEE Ind)
I-
id
e
"It
tvnB1P_BPFIi
Romw BNcix (Asm coo)
11
w
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IM St. Ut.Cw*D
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AN
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4
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MR. B" IASTM DOB
2-U7
v
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D
VC410SS8coCnUcf`ox0
F,,127.4kt,LF�,189.761
Knad I SO
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1.
!1
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14V�
_.im—blP�k
_�tmts (,Mn. 3.M k5l)
1.
m
1��
_Z7b-1P�k
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24M
0'
I.UP
All
SinAhnot Find (SG, 0,55)
1.
1.
I�w
I)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORETNPN ONE OF THE ANCHOR GROUPS MOVE.
CHCCGE 7HEARCHOR GROUPOF THE LOWEST LETREFt FOR ALL TAUES IN THIS APPSOVAI..
2)ALLMCHOR NEADTYPES ME APPLICABLE
1) FOR STCEL STLICS. MIN. FU - 45 KSI, MIN FY'M "I.
4)FIUED RI.00K VMVES MAYAUX) BE USED IN HOLLOW BLOCKAPPUCATIONS.
QANCHORS MUST BE OF SUITICIENT LENGTH SOTHATA MINMU OF 3 THREADS EXTEND MTOND WETAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRErE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE GOUNTY. USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APP1JCA11ONS SEE TABLE A, THIS SHEET.
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-112- THICK.
PRODUCT REWSED
an Mth UP, PIP,Id.
PROPERLY S ECURED, 1 X WOOD BUCKS ARE OPTI ONAL IF UNIT IS
11.11di., od.
17-0420.12
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
NOAN'
DEPICTED AS 2X ARE 1 -W THICK OR GREATER. 1 X AND 2X BUCKS
Expiration Onto 02il 7)2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
By
LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS
no.no- #A�MP. I —
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 JUPJSDICTION.
6) IF SILL IS TIGHT TO SUBSTRATE GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. IW THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
Y
TO
.............
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
"c
Vic
SUBSTRATE IS WOOD, 30H FELT PAPER OR MASTIC IS REQUIRED
NO.58705
BETWEEN THE GROUTAND WOOD SUBSTRATE, OR AS APPROVED
BYTHE AUTHORITY HAVING JURISDICTION.
'4
sau.no I NTS I I - 22 1 POTO130
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL VVIDTH
PER TABLES 1-3
i 1;
HEIGHT
MAX. UNIT
PER TABLES 1-3
MOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 1-3
MAX, UNIT WIDTH
NOM. PANEL WIDTH NOM. PANEL WIDTH
PERTABLES PER TABLES "
MAX. UNIT
HEIGHT
PERTABLES 1-3 /Y
IH� MAX.UNrr
1SU HEIGHT
fl,f5 PER
I �JTABLES`1-3
�T 1 �
J
r
3-PANEL CONFIGIJ Ims og"
WOO 9
3
% It a
91 &5
DO CURATIONS NOTES:
F_ _-
3fif�NFIGURATION55KUWNAIILALbUA�iLABLEAS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETA[L"Jye, *Jc'.'Kw OR 'Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN 13E
T)NWp,-pXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90- & 135. CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIG HT CONFIGURATIONS.
3) FOR MOM. PANEL WIDTH, SEE TABLES 1-3.
'X� OPERABLE PANEL,
'0' - INOPERABLE PANEL,
= POCKET f—DETAJL LETTER
0 -W = WOOD OR METAL INSTALLATION
--e= CONCRETE INSTALLATION
L—SHEET NUMBER
MAX. UNIT WIDTH —
. ofts"
t[ t
L
4-PANEL CONFIGURATIONS
MAX, UNIT WIDTH
NOW. PANEL WIDTH
PER TABLES 1-3
r—
MAX. UNIT
HEIGHT
PER
T ES 14
ABL' J/�
CORNERIT'
(OUTSIDE CORNER
INSIDE CORNER SI
tMUPLE CONFIGURAiJ
P'-E Co"F' T'
—S SG
TIES��7702 ALUM. SGD
AUS 1 2 - 22
DLO WIDTH - NOM. PANEL WIDTH .7-
OLD HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT - DOOR UNIT HEIGHT - 1.866"
n
PRODUCT REVISED
with the Florida
BuIldl., . .
.N.. 117�0420.12
Exphatfe. D.t.02/17/2020
ZF*:; N. 58705
L" Mll� PE.
REJtS8706
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PERTABLES 1-3
MAX UNIT
HEIGHT,
96' OR 120"
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PERTABLES
HE
PER
MAX. TESTED UNIT WIDTH
355-7116- @ 90' HEIGHT
300-1/4' @ 120- HEIGHT
ID i S
6-PANEL CONFIGUIRAMONS
MAX. UNIT WIDTH
7-PANEL CONFIGURATIONS
Mqamm
�.�AMVMS
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL 'Jw-, -Je, 'Kw' OR -Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR)OMP, OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
2) 90- & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
0 F ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH. SEE TABLES
'r - OPERABLE PANEL,
'0'= INOPERABLE PANEL,
POCKET
f—DETAILLETTER
A,x��ve = WOOD OR METAL INSTALLATION
W 'e-CONCRETE INSTALLATION
"HEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH - 7'
DLO HEIGHT - DOOR UNIT HEIGHT - 10.125'
PANEL HEIG HT = DOOR UNIT HEIGHT - 1866-
PRODUCT REVISED
caldl-.'pt"Trilh fh� Fl-ld.
NDA-N.. 17-0420.12
ExpI,oflonDatoO2Jl7/2D2O
-wt
," If LYNA( .1,11
NO.68705
�m I NTS 1 3 - 22 1 PGTO130
GLAZING DETAILS (133,
G3A, 4, 34A, G5 & G5A)
7116- NOM.
7/16'NOM.
1-NOM.
3116'HSGLASS—\
311W HS GI_ASS--\
3116"HS GLASS-
-
—
090' PVB-
.090. PVB
.090* SG
W16- HS GLASS-
3110- HS GLASS
3116- HS GLAiS-
SPACE-
74
1318"AIR
3 6- T GLASS
83
�FRI
34 N E�TERIO!p
IG
OM
314 NOM,
We NOM.
1�1
GLASS
124-127
GLASS
BIT E
BITE
BITE
Pff�RIOR
7/16" LAMINATED GLASS, TYPE G3
7/16" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE 05
9/16"NOM.
9/16-NOM.
l"NOM.
3/16- HS GLASS-
1/4't[SSGI_ASS—
114-ILS GLASS—
.090" PVB-
.090. PVR
.09V §G�
3tlO' HS GLASS-
1W HS AGLASS 74 1/4'kLS GLASS--�, 74 5116 AIRSPACE- 74
M
GLASSM r3/4N
55
82 82
314�NOM 3/4 0
314- NOM. 3/4' NOM.
EMRIOR r S "TERIOR 3/4' NOM.
GLASS VGLASS 124-127 GLASS
SITE BITE BITE
rx11
9116" LAMINATED GLASS, TYPE G3A
9/16"LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
OW LYNIV
4f
GLAZING NOTES:
N.. 687cs
'ANN'-ANNEALED
'HS"= HEAT STRENGTHENED
SEE SHEET 15 FOR SPA CER DETAILS.
t I �17-
ITA It
-F"-TEMPERED
0". S oil
:PVB'=.090'TROSIFOI! PVB BY KLJRARAY AMERICA, INC.
AMERICA, INC.
LAZING DETAILS
.
SG' 09V SENTRYGLAdBY KURARAY
palm-'Nr
'910 AL
M O�W I'C I KO�W�MISSWa-
SERIES 770 ALUM. SGD -LMIMPACT
1�1
11 "I W11
&LV
—1
I—WIW14 I — I
...
I NTS 1 4 . 22 PGTDl-
I
P�.U�
GLAZING DETAILS (136, G6A, G7, 37A, G8 & GBA)
- I-NOM. 7/16"NOM. V MOM.
3116- US GLASS- 3116-AN GLASS-\ 3/16"ANN GLASS-
.09W�G- . N .090" SG-
W16' HS GLASS- 090"9" W16' ANN GLASSS-
'090. So
3/16�ANN GLASS- 31W;�IRSPACE-
318-AFRSPACE- 3/16* T GLASS-=,,:.
3116'TGLASS�z /8 /,/ID L
314' NOM.
3/4 NOM. GLASS
GLASS or STE
GTE �RIOR
�mog
1�3 (211�z/ eo cl
:�' (r Wo -� (r
1" LAMINATED I.G. GLASS, TYPE 36 7/16"LAMINATEO GLASS, TYPE 37 1" LAMINATE]
- I-NOM. - OK
3/16-HSGLASS 3116- ANN GLASS-
114' ANN G ps�
.09V SG .090 g-
ma. Hs 06m 09 SG 3/16"ANN GLASS -
ASS IWIGLASS-=�
'A7 "'L' �.0 ViVAIRSPACE-
W16 RSFACE
114VT GLASST /,a /IS
3/4' NOW. I,)
GLASS
BITE
WeNOM
GLASS
B175
PRODUCT 2V'SED
US
c 'he V'c"2
11:1.,
NO�U.. 17- 42'1
314"NOM.
Explmtlon Dato 0211712020
GLASS
BITE
"TERIgR
1�3 49!!ye
E�ER11111111
<3
...- :7 --m.
tip! E
0
V LAMINATED I.G. GLASS, TYPE (36A
9/16"LAMINATED GLASS, TYPE G7A
I" LAMINATED I.G. GLASS, TYPE 08A
".
V,
N..
GLA7JNG NOTES:
'ANN'=ANNEALED
'HS' . HEAT STRENGTHENED
SEE SHEET 16 FOR SPACER DETAILS.
-r - TEMPERED
'PVB' -.090- TROSIFOIT PVB BY KURARAY AMERICA, INC.
'O�TMYF
GLAZING DETAILS
.... ..
=.0901 SENTRYGLAS!'By KLIRARAY AMERICA, INC.
lul
-SERIES 770 AL UM. S GD - LM IMPA C T
'�-_s MIS
— ---T�_
&LWNMJL�PZ
.JR ---I
I- I-
S�m AfTS 5 � 22 POT0130 1-c
P�owm
Design Pressure (DP) and Anchor quantities Required,
(for all approved cc nfiguratlons on Sheets 2 & 3)
For comer astsigal anchoragerol go, or 13v comerarts, sea sheet 11
Maximum DP for all sizes;
+60 1 .60 psf
(M.ybrIIndr%dbyTsbIc1A)
Teele copies to Gross Trice 3,
M, 5, SA, 7, 7A, 8 & aA and
Door Unit 11.1aht
— W
eel
..... ..
73-71�8 OLD
79�716' DLO
85-718- DUO
the StIcioduagod Tpas shown
geove.
An.horGp
Arsch.jGrgwp
Anchor Coup
An.h.rGhodrp
—A
BT
—C
—D
—A
I I
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—
a
8
a
a
8
8
6
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a
8
8
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7+8
7+6
1 7*8
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01+1
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8
8
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a
a
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7+5
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7+8
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=+2
=+2
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—
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C,1�2
C4+2
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C4.2
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a
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a
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110
a
I 8
I a
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+
_
8
7 +
+'t
7.8
718
1 7+8
- 7-0
FOR EXAMPLE ON USING TABLE, UhL Shilet I U.
NOTES:
1) POSITIVE PRESSURES IN TABLE I ARE BASED ON THE USE OF THE 3-1/4"Sh-L.
2) WHEN USING THE 2-10 SILL, POSITIVE WATER OF IS 46.67 PSF MAX. WHEN USING THE 3-114� SILL, POSITIVE WATER OF IS
BOB PSF MAX. WHEN USING THE e SILL. POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3)4',3-114'AND 2-112- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1�112' SILL IS NOTAND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE I MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURREN I'FLORIDABUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10A4 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 70 BE INSTALLED.
�..' � I a.
Sill Height to Max. (+) DP
(water Irrigation Frothrig) I
-9111 Titfle1H.Ight
(.) Design
(Fla or hics, see
pff souns. led
Sheet 17)
Rush - 141Z
LO Lt. 3
.msm2m!�
+ I.,
Mwo
M.,fluirl
+ Ko
high .4-
-
�I,t NU I Lb I
OH LENGTH
OH RATIO z I
CH RATIO AHLENGDH
OH HEIGHT
OLD WIDTH =
NOM. PANEL WIDTH -7"
DLO HEIGHT-i
C REVISED
=ut
DOOR UNIT HEIGHT - 10.125"
is IT
"a with the Florida
Building end
NOA-elip. 17-0420.12
PANEL HEIGHT
DOOR UNIT HEIGHT - 1.866"
ff.pholl.. 0.4. 0211712020
-7traIghtAstragal
Ucclestile @
DO-Astusgall
135-Astlulell
hurried
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Lock8file@JaMb
Assembly_
StralgrAstragal
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SwAstragal
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135' Astraial
sta.dardRild
Susidant Stile
Standard Shia
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duty Stile
Heaw-dutyStile
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cc
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PartH60
part H50
p IS' e)
p8`i1"1'6'10(Asl'1'a1aI)
Part 460
1, 411,1"le
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no,
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a 120110,�.l
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pan #61
1
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I
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I
near WAMA2919i
I NTS 1 6 1 22 1 PrTO130
No. 58705
1�761
"'y01VAL Oo
A.LYMhIILLKP.E.
RE1511705
Design Pressure [DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
90- m135- �mmoouftbs, I. sheet I I
Maximum DP for all sizes: +601 .60
by mable SA)
Do., unit
went
Table apples to Goes TIM 4, 4k
8f'
-- 84-
1 9
1 9V
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0, 0. 7, 7A. a & M Oro the
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5+9
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9.10
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04+
+
+
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+
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'11111.2
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2
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41-
joint,
8
a
a
a
0
6
a
a
a
a
a
a
10
6
8
10
10
10
10
10
10
10
1
12 1
10
10
10
12
10
10
DLO
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617
1�7
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7-8
7+8
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-
7.8
7+8
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7+8
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6-9
3+9
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9.9
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0+1010,1019+10
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9+101
9�10
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a 0
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04+2
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C4+2
34-21N4
C4+2
C4+2
C,1.2
C4+2
C,1.2
-2
-
-
Not available in these sizes
I
..b
A.1
T68;71-
8
a
0
a
8
to
a
5
a
10
8
a
P_h
6+7
7-8
?+8
7�0
7+0
7 a
7 a
7+8
7+8
7.5
7+8
7-8
C4.2
ce+2
G4,2
01-2
04-2
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c4+2
C4.2
24+2
G4.2
C4.2
C,1.2
C4.2
C*2
a
a
a
8
6
to
a
a
8
in
a
8
a
es,7
7.8
7+8
7+0
-7f+-O
7+8
7+8
7 8
-
71-
-
--
--
FOR EXAMPLE ON USING TABLE. SEE SHEET 8.
NOTES:
T) -POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4'SILL
2) WHEN US ING THE 2-1/2' SILL. POSITIVE WATER OF IS 46.67 PSF MAX. WHEN USING THE 3-1W SILL,
POSITIVE WATER CIS IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) e. 3 114"AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'
81LL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 15 NOT REQUIRED. W�
POSITIVE DESIGN PRESSURES SHOWN 114 TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 1044 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
G)JAMB ANCHOR$ ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
TARI F 9A
Sill Height to MaX. (+) DIP
(Water Isfiturtion Rating)
SEE NOTES 1-3
OLD WIDTH -
NOM. PANEL WIDTH - 7-
DLOHEIGHT=
DOOR UNIT HEIGHT - 10.125�
A LENGTH
n'
PANEL HEIGHT
S2
ou
sc
ON RATIO a I ,
DOOR UNIT H51GHT - 1.866-
0
0
RODUCT REVISED
u velth the Florida
Water, a o
F--i,
moA-m..- 17-0420.12
ON RATIO = ON LENGTH
ON HEIGHT
THE FOLLOWING STILE & RAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS
bnerl.&
P�Ihw.k
-,nkStIIe@J..b
Straight Astragal
Assombih,
Lo.kstil. @
StralghtAsuagal
90'Astraghl
Assembly
lockstil. @
90-Astragal
135-Ast.g.1
Assembly
L.,latibli)
13S.Astragal-
Heavy-duty Stiles
Heavy4uty Stile
Heavy-dulyStIle
Haittry-chAySUbe
Heavy-duty5tile
Ilearry-dutyStile
Heavy-dutsStile
Heavy-dutyStile
--hnside
Heavy-durStlle
-
Staudard Astragal
Outside Comer
Outside
ODr
I -Sid
other
IC
Corner
OU
inslid =:Wr
'2�14
Comer
Part#5l(x2)
Pan 961
PartfigI
Pan a'=,)
P an he,
P.rtN61
I
80 0" "!Is'
P.rt,111,1, (I.rn.r
I " ri
�s su
P n 0. 1
lice
"T ' I ""o)
-rulb?"31 & M32
n d I
Pr re muht)
Part#61
I
0211TOFAMM200
SISIXF70 I AITS 1 7 ,
No.58705
BILE 3: --T
Design Pressure JDP� and Anchor Quantiftles Required, (for all approved conngurationto on Sheets 2 & 3)
Maximum DP show below
For corner astagal anchorage an so- or 1354 ewer units, am treat It
(MoyIaoI1mt1.dbyTabfos&)
Dow UnIt Holobt
to Glass lypes 4. 4A.
10V
too-
Toes apposs
6. &A. 7,7A, 6 & M and the
73�716- 010
91-716- OW
97-7flr D.0
SallelAstai types ohm below
Ancnorura!�
Anchorulasup
A nchor
Group
A 0 C
A B
----+T76.0poi
Dos� wr
I
+11collol
C4ffjC4+1jC4IjC4-I
+ .. PS
LA+1
I LAtl
1 LAtl
24-
Ir
-F
a
I a
1 8
1 a
1 8
8
1 8
1 B
i a
10
10 10
10
13
'.
"
DUD
jants
P4e,ok
,,
I
71+18
748
1 7+5
1 7+5
1 f-5
8.9
8+9 0+9
W
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1 8.9
1 a.9
I a+5
N44nPaostaturto
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*1432.5 P,
Alao
Pat
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H.cdS[L
G1+iia+IIG4
1
04+11
N"
C40
I
I
N+i I wl
I
UiT,
Fc�' I cs+1
101+11
ar
DW
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_
il�
1C4+
10 10
10
10
Is
F1
8+9 8+9
8+9
1 F+19
I M+q
Oto
I +Aixtopdr,
+1�82.5 1
+1-7&"0
1 f
N'.
Mow
c,+1 I c�j le,,+1 I cu+j I U+1 I +I C41 C4+1 04+1 04+1 C4+1 C4+1
Co.,
e2l
IL
DLO
jorals
1 10 1 a I B a IV 0 i 1 8 12 10 1 8 1 8
1 12 1 10 10 10
16 10
10
Is
0--t;x
'"' 1 5+7 1 U+' I w I '�. I ... I ... -9 1 -9,
i i d
.49 1 0+9 849 9
8+9 8.9
8+9 8+9
NstpusPassaUrs,
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14815 f
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0 Psi
Headguill
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C5+2 06+2 M.2 5.2
LO
Joint,
10 a a 5 1 IV 1 0
12 10 a 8
12 10
10 10
-C+s
P-1hook
+8 8+9 1 Its 1 8+9
7+8 1 7+8 1 7+8 1 7+51 7-U 1 T1 7+6 8+9
i i i
8+9 8+9 8+9 9
&+9 849
8+9
T4rD
Nava Fronts,
+/�Jvpsr
Se. net. Abejoa
2. PS
+17"
-E'
4�1
Heordmill
N2 C8+21ON2 Co+21125f2105+2105+2
CO2103+2 -2
INZ._ =�2
-F--T-8
2
C
D
J.b
'a
12 a li 8
I. I
14 12 10
a
7+8 +o
1 7.2. 148
k+'v .... .. ...
EXAMPLE ON S HE ET 9
NOTEiS;
T) —POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OFTHe 4- SILL.
OLD WIDTH
2) WHEN USING THE 2-11T SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER
DP IS 610 PEP MAX. WHEN USING THE 4' SILL, POSITIVE WATER Do IS 90.0 PSF MAX (NEGATIVE PRESSURES
NOM. PANEL WIDTH - 7'
UNCHANGED). SEE TABLE 3A.
3) 4-,3114- AND 2-1/2- 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
OLD HEIGHT=
DOOR UNIT HEIGHT - 10.125'
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANELHEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM), THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT - 1.866'
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FED EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE I OTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
. - ---- --- - - - - --- .1 . - -- A
..o� ..I,. � seer1lot V n�Aff R
HE FOI.LO
v
=i-�'�='-z-v
90 Ana -TL-"-ksV-1�-@--T
—nF Astrae at
Lockstilo S,
Interlock
P-hook
LockstIlsoiamb
a
Stralaht Anr ni
A.ernbly I
90-Ashougal
Aswaribly
05- Mtragal
-�TW—ZiVidi-
—K.,-dtyS9Ic
—HeyA.ty$tM
Humdurtylith,
lifeavy-djuryStIle
Heiiv�clurStile I
Heavyduty5tile
Hkea�duhr!ilffe
-meaq-timStIle
Hetney-surymmollal
Ou
Outude
Cor
umde
Carter
ffav
=v
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Part 96 J. J�)
Part 061
Part461
P ,art 961 Istic)
PtattI68(Astratual)
Part 961
a,
Partillut(cnnur I
Pan #119 (Out)
Pa ftn2a(In)
Part 061 (StIls)
Parts 031 & #32
Part 061
Rurrtive,)
(Corn. & FXd Mount)
8 �22 1 PGTO130
TARI 5 qA-
Sill Height I Max. (+) DP
(Water InKit on Rating)
810 Riser Haight
(+) Design
IFIators.X,..o
Preasure, Pat
Sheet 17)
Fluth - 14 W
as route 3
"Le 22"
Lou-24d�
+ 1127
Mariana - 34W
+ W.u—
High - 4'
- 90.0i
b= NU I = 1`5
OH LENGTH
8 OH RATIO 2
0
L
OH RATIO = OH LENGTH
UH —HEIGHT
PRODUCT REVISED
as conaftl,.Y, �iffi too Florid.
Building a a
'04-N.. 17-0420.12
Ex,firafts out. 02/1712020
...... III ......
OY LYYA, "P,
No. 58705 70
so
A- Ly" "RUER. PZ-.
NOFRAME �10'P-HOOK ANCHORAGE CONSISTS OR
SEE
JAMB (9) P-HOOK ANCHORS,
SPLICE
REQUIRED @ (PERPENDICULAR TO GLASS
NOTE
EXTERIOR PLANE) SEE TABLE 2. SHEET 7
THIS
POCKETS AND
SHEET
SEE POCKET (10) P-HOOK r -------
-
JAMB MOUNTING
TjA
0 INSTALLATION, ADAPTER
THIS SHEET ANCHORS MIDWAY
&SHEET14 PETWEENP-HOOK
ANCHORS & AT 3"
FROM TOP & 14-MxKo.c.'
L BOTTOM
TO OPENING
OFPOCKET
END PANEL
A C ORA'
24*
0
CHI ANCHORAGE
24' W
D.C.
SEE
INSTALLATION
DETAILS 'Jc' & 'Ke.
SHEET 14 & PART
DETAILS V & IV,
SHEETI9FOR
P-HOOK
------
ANCHORS
ENOPMEL
ANCI,K)�GEI
(SEE SKETCH BELOW)
a- �.' WP.
ANCHORAGE EXAMPLE NOTES,
SEE"C5'CLUSTER— MAX.UNITWIOTH — SEE PC5'CLUSTER DETAILS,
TAILS, SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK
INTERLOCK CLUSTER,SEE
48'NOM DETA LS, SHEET 11
PANEL W&H r— '
IrMm.O.�
r MAX.
I ) APPROVED ANCHORS: SEE TABLE A, SHEET I
t'11'
2) ANCHOR LOCATION SPACING FOR ANCHOR
x
�jh CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS
48F
NOM
<
INIERLOCK HEAD & SILL: 8* MAX FROM FRAME CORNERS.
PANEL
/
SEE -05' CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
WIDTH
/
�Ecm!-S SHEET 1U TABLES. SHEETS 6-8 AT EACH INTERLOCK AND
FOR INT�RLOCK STRAIGHTAND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL
�-,TAHCHORAGE INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24"O.C. MAXIMUM.
- FRAME
ANCHORS
ANCHORS
= P-HOOK
MOUNTING
ADAPTER
ANCHORS
CENIIERLIKE JAMBS & P-HOOKS; 6"MAX. FROM BOTTOM, 21"MAX. ANCHOR PAIR D.C. (JAMBS), 14'MAX. ANC ---
OF PANEL 2 D.C. (P-HOOK) UfILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE
P-HOOK ANCHOR DETAILS ON SHEET 14.
E RE 1.2-ANCHORAGE SEE"05"CLUSTER END PANEL
DETAILS, SHEET 10 ANCHORAGE-
- C69"GILLITTER.SEE __CENTERLINE CEJVrERLINE
r DETAJLS,SHEETII OF FOR ASTRAGAL OF (2 ANCHORS)
INTERLOCK �—ASTRAGAL
A —41 — I I
SEE'CV CLUSTER
DETAILS. SHEET 10
FOR ASTRAGAL
4 PAIRS OF
ANCHORS
06. (TOTAL 8
UNIT 21"MXK. ANCHORS)
HEIGHT OZ. PERJAMB
(SEE JAMB
DETAIL
BELOW)
ENOPMEL
Zx�-.ANCHORACE(SEE
'r SKETCHBELOW)
2,14�
SPLICE NOTE:
NOWSTRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
21'
OCCURS AT THE P-HOOK-
MAX
O.C.
PRODUCT REVISED
22 Cairnptlny, with the Florida
Build
ng 0 0
NGA-fi.. 17-0420.12
5,64-
'I
SAPIration "jq��/2020
6' ��AX
mi—
-/-5!1
�iE' ZZ
2-TRACK
FRAMEJAMB
ANCHOR PAIR
CEN7ERLIKE CENTERUNE I
EXTERIOR �.2-ANCHORAGE—/ F— 2ANCHORAGE--/ �_CENFERLINE
OF PANEL 3 OF PANEL 4 OF PANEL 5
ZSEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
�JV l)FAM XSNVS
9 -22
a.
MAX.
*:. No. 50705
ASTRAGAL OR SPLICE LOCA71ON
II4TERLG--t_IF NEEDED
CENTERLINE I
3 SL
0
W2 04.
US 5- IinERTOf
IMERCR A7
ID 2-TRACK FRAME HEADISILL 10,
A �DRINTER CK
L LOP
CLU T
ANCHORS ARE REQUIRED, '04')
ASTIRAGAL
CENTERLINE
. 1 7"
(FOR SPLICE ASTRAGAL OR SPLICE LOCATION
CONDITION, USE INTERLOCK— IF NEEDED
'C6' CLUSTER DETAIL) CENTERLINE 176'
7'
1 7- 1
2-TRACK FRAME HFADfSIU_
a ASTRAGAL OR INTERLOCK
tu�m vwnEKt b ULU� I XM
ANCHORS ARE REQUIRED, 'C6')
3.5"
D
7- 3.5" 2.04'
E)(7EROR a *7
15 2-TRAGK FRAME HEAD IL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, -CO-)
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK-4—iF NEEDED INTERLOCK CONDITION. USE
CENTFRLINr I CENTERLINE *C6* CLUSTER DETAIL)
3.6- 3.5*
tS ]41- "TERIOR Z04' 4"DIAG. 4.08' 0
147.
15 3- CK V HEADfSILL 3-TRACK FRAME HEADISIll
ASTRAGAL 0 INTERLOC NI
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, 'C4-) ANCHORS ARE REQUIRFD,'rS")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-4iF NEEDED
r.FNTERLINE I
4-TRACK FRAME HEADISILL
REOCK
(USE WHERE 4 CLUS I tm
ANCHORS ARE REQUIRED, 'C4')
ASTRAGAL OR
INTERLOCK (FOR SPLICE
CENTERLINE CONDITION, USE
.C6' CLUSTER BE rAIL)
204
5 37- DIAG
4 08.
4'DIAG- 2.0
5.37-0 . 4.08"
fn 7'
4-TRACK FRAME HEADISILL
kAS�TRAOAL
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, '05-)
(wq�lm
�.OFAIOX�
6.
6- DLA
�.04"
21'
MAX
D.C.
6.64'
MAX. tul I t
i -TRACK
FFAMEJAMS
ANCHOR PAIR
2.04"
21-
MAX
D.C.
DIAG.
1 4-TRACK
ASTRAGAL OR PLICE LOCATION
DIAG. FRAMEJAMS
ANCHORPAIR
INTERLOCK-PIF NEEDED
CENTERL7 3.5"
2.GVF
EMRIOR
ANCHORS MAY BE INSTALLED
21-
EITHER IN THE EXT. OR INT.
MAX.
TRACK (]MT. SHOWN)
W7'
DIAG.
D.C.
-A NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2.04*
TROR 3.51
35m
3.5' 6-MAX
IF
m
2. FOR HEAD OR SILL SPLICE
15 3-TRACK FRAME HEADISILL
-
LOCATIONSIANCHORAGE AT
ASTRAGAL OR INJ E�u�
F31�TRAI
PHOOKSEE SHEET 9.
(USEWHERE u uLubn,K
K FRAME
JAMB
PAIR
Amr.WnRq ARE REQUIREO.COul ANCHOR
PRODUCT REVISED
"OR SPLICE
CONDITION, DO NOT CONDTTI NS ONLr.
USE THIS DETAIL) SPLICELOGATION
FNEEDED
3.5" ---1 3.5-
2.04*
i. 4 '-_4 3,5, 1---
4-TRACK FRAME HEAWSIUL
(USE WHERE 66CLUSMTER MANNOR5 MAKh REQUIRED,'Off")
WITH & WITHOUT SPLICE CONDITION
Io .22 1 PGTOISO
IM th. M.Ild.
N144I.. 17-0420.12
0,
ORION.."
1110,AIAL
,mlo'
2.0� -
612"
INTERIOR '/ /7
1 1 --4 3.5- k—\
2.04- � EVEROR >
SO- CORNER
2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,"�'
wmal 9
4-
4.08'
6.12'
2.04'
IMRn
4- DIAG. 6.12:
INTERIOR
EXTERIOR
14' DIAS.
7- -*\
wffieso'
EVPMOR �� 4- 2.04: J �— 7- �4�
EXTERTM 8.94'
135- CORNER 135- CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED. "C6')
INTFRIOR 4,0a' -+l-ANCHOR
EXT�RIOR
7' i
CENTERLWE
1 —1 4' 1 - —.4 3.5- OFFA
UMRM F�TEFIORf�7? 4' Immog ON '+2' ANCHO
k— 7- "�jog ALL
90- CORNER 135- CORNER VIEWS
�TMCK FRAME HEADISILL 3-TRACK FRAME HEADISILL
CgT ANCHOR CLUSTER REQUIRED ('WANCHORCLUSTERREQUIRED L
AT ALL 3-TRACK CORNERS) ATALL�TRACK CORNERS) I 4"DIAT
�612" WERIOR 20,
2.04' A2" 3.5' --4 k—
CENTERLINE
XTERICS I io 5S8 OF PANEL
RZM 1
35.
3.5" 13 -2.W '+3'ANCHOR
7. 4' 71
4' - 4-
7
2.04' �ERTQR
90' CORNER
2-TRACK FRAME HEAD/SU
(USE WHERE 6 OR 6 CLUSTER
ANCHORS ARE REQUIRED, 'C6')
P EXWWR
INTERIOR
35
T
4.08"
6.12-
2.04- -J OLAG. j--"--4 3.5'
t�� �� 7-0-�-� ' 4
90- CORNER 135- CORN
4-TRACK FRAME HEADtSIUL 4-TRACK FRAME �
('RIF ANCHOR CLUSTER REQUIRED ('�T ANCHOR CLUSTE
AT ALL 4-TRACK CORNERS) ATALI-4-TRACKC
NOTES;
T. 7ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, ANDWO61-0 BE
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
--T
4.DS'
7* ExTEA*R A- njAU
L
4- CENTER INS
2.04' �—o
ER
4-TRACK FRAME HEADISILL
R REQUIRED INTERMEDIATE ANCHOR LAYOUT
ORNERS) (3-TRACK SIMILAR)
�KWAM�
NTS 1 11 - 22 1��FOTOISO
'-I-ANCHOR
CENTERLINE
OFFANEL
'-2'ANCHOR
4- DIAS.
3.5' CENTERUNE
�—OFPANEL
'+3'ANCHOR
2.04- -p 4-DIAG,
3.5.
7-F
C
CEMTERLINE
INTERMEDIATE ANCHOR LAYOUT
PRODUCT REVISED
I"T.With m- R-d�
9 7-042 2
40�.. 1 0-1
O.Ph.U.. Dt.02/1712020
A+
N..58705
INSTALLATION DETAILS
EDGE DISTANCE:
r--r SEE TABLE A, SHEET 1
2_11
F�ERIOR 114"
ME MAX.
'C— SHIM
75—
EE TABLE A.
SHEET 1
2X WOOD SWEOOD ANCHOR TYR.
E M
TYP., SEE ANCHOR SEE ANC14OR NOTES
NOTE 3. SHEET I & TABLE A. SHEET I
(5 2-TRACK FRAME HEAD
ODD �INSTALLA�'noN
WOOD ANCHOR TYP., 2X WOOD
SEE ANCHOR NOTES TYP SEEANCHOR
& TABLE A, SHEET I N0`+E 3, SHEET 1
SEEANCHOR 7
NOTt','H"T—,
1(114*MAX.)
[XFERT011 I
'�] 2.1/16 D-1 TTI�jCE
EDGE DISTAN_:
SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE & 6 HFET 1
2-TRACK FRAME ELL
000 �IWLALLA�TION
EMBEDMENr. SEE TABLE A. SHEET I
EDGE DISTANCE�
SEETABLE A, SHEET 1
114"
MAX.
SHIM
EMBEDMENT: SEE TABLE A. SHEET I
EDGE DISTANCE:
SEE TABLE A. SHEET 1
MIN. OF3 THREADS BEYOND
THE METAL SUBSTRATE
114"
MAX.
SHIM
2XWOOD /WOOD ANCHORTYP., METALTYP.. 5MS ANCHOR TYK.
TYR. SEE ANCHOR Z— SEE ANCHOR NOTES SEEANCHOR ZSEEANCHORNOTES
NOTE 3. SHEET 1 &TABLE A. SHEET 1 NOTE 4. SHEET 1 &TABLEA.SHEETI
3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
WOOD INSTALLATION METAL INSTALLATION
WOODANCHORTYP., ZXWOOD SMS ANCHOR Tyla.� METAL TYP.,
SEE ANCHOR NOTES TYP SEEANCHOR SEEANCHORNOTES SEEANCHOR
a
& TABLE A, SHEET 17 N�iE 3. SHEET 1 SEE & TABLE A, SHEET 17NOTH 4, SHEET I
SEE
"OR .' �� t I ANCHOR
(1/4' MAX.)
�RIM V
<�:] 2-1116"
EDGE DISTANCE:
SEE TABLE A. SHEET I
EMBEDMENT'. SEE TABLE A. SHEET 1
@3-TRACK FRAME SILL
WOOD INSTALLATION
(1/4'
2-IIIV'
4-7RACK FRAME SILL
IAL INN IAL�l IVN
EMBEDMENT: SEE
TABLE A� SHEET I
EMBEDMENT: SEE
TABLE A, SHEET 1
METAL TYP..
EM SEGMENT; SEE
SEE ANCHOR
TABLE A, SHEET I
EDGE DISTANCE:
NOTE 4, SHEET 1
2XWOOD
EDGE DISTANCE:
'�'SEETABLEA
2XWOOD
SEETABLEA,
SHEET 1
TYP., SEE ANCHOR
TYP,SEEANCHOR
NOTE 3, SHEET 1
SHEETI
3. SHEET I
SMS ANCHOR TYP
12-110
--F—j
SEE ANCHOR NOTEg
I'
2-1116"
&TABLEA.SHEET1
IGOD ANCHOR TYP.,
DANCHORTYP.,
'S'=I'INOTES9
ME ANCHOR NOTES
EEANCHORRX
& TABLE A, SHEET 1
& TABLE A, SHEET I
wv.OR
1/4' MAX. SHIM — t--
EXWRMR
1/4' MAX, $HIM
10,
114' MAX, SHIM
%j--TRACKFRAMEJAWB
3-TRACK
FRAME JAMB
A—Tf
WOOD INSTALLATION
000
�JNSTALLA�TION
AlEl
�.�AMMW
ERIES 770 ALUM. SGD -
. — T�---T�
wo.m I NTS 1 12 - 22
EDGE DISTANCE:
SEETABLEA.
SHEET I
2-11161.
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. METAL ORWOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A.
SHEET 1.
- DIAGONAL D.C. iS
MIN 4- (HEAD & SILL)
OR 0' (JAMB) SEE
DETAILS. SHEETS 10 &
MIN. OF 3 rHREADS BEYOND
THE METAL SUBSTRATE
EDGE DISTANCE:
SEE TABLE & SHEEr 1
PRODUCT REVISED
With thQ Pl*rid2
17-0420.12
Exphatlan Date 0211712020
MIN.OF3
I
THREADS
BEYOND THE
"I" I4Y LYNA
METAL
SUBSTRATE
No. ss,05
PGTO130
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET I NOTES'
EDGE DISTANCE: EDGE DISTANCE: 7FLL D I M E NS IONS
CONCRETE EDGE DISTANCE: SEE SEE TABLE A, SHEET I
TABLE A. SHEET I CONCREI E SEE TABLE A E Ti N E SHOWN ARE BASED
0 E
r Co 0
PER TABLE PER TABI�,E 2-11 PER E 2-1/16" ON MIN. ALLOWED.
Lr
TF
L
A SHEET1 1 S TF
A, SHEEI A, SHEET 1 1/4' - DIAGONAL O.C. IS
V, MAX' MIN 4- (HEAD & SILL)
1�3 SHIM OR 6" (JAMB) SEE
114' E�ERICR DETAILS, SHEETS
MAX. 1�3 10 &11.
EMBEDMENT. Iw CXURIOR MAX.
SEE TABLE A. SHIM SHIM 1�3
SHEETI
PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPS YSE REDlX CONCRETE ANCHOR TYP..
WOOD BUCK TYP., *SEESEE ANCHOR NOTES & WOOD BUCK TYP.. SEE SEEANCHORNOTES& WOOD JCK P., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3. SHEET I TABLEA,SHEETI ANCHOR NOTE 3, SHEET I TABLE A, SHEET I ANCHOR NOTE 3, SHEET I TABLE A. SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
C3NCRETE —INSTALLATION CONCRETE INSTALLATION A")
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRET
SEEANCHORNOTEB& WOODSUCK'FYP SEE SEE Al
TABLE A. SHEET I ANCHOR NOTE 3, S�EET I T
SEEANCHOR SEEANCHOR
NOTES SHEET NOTE S.
SHEETI
1 Oi�"MAX)]_ (1/4.. MAX.)
EXTERIOR 5XTEROR
2.ltl6.. 2.111V'
DR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
40TES WOOD BUCK TYP., SEE SEEANCHOR NOTES& -7 WOOD BUCK TYP., SEE
SHEET&17ANCHOR NOTE 3, SHEET I TARI-EA,SHEET1/ ANCHOR NOTE 3. SHEET I
SEEANCHOR
NOTE 5
SHEET
(114- MAX.)
EDGE DISTAN E: -CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE:
SEE TABLE A. SH I PERTABLE SEE TABLE A, SHEET 1 PERTABLE SEE TABLE A SHEET I
EMBEDMENT'. SEE TAB ASHEET1 - ASHEETI EMBEDMENT: SEE TABLE& SHEET I A. SHEET I EMBEDMENT. SEE TABLE A. SHEET I
0 2-TRACK FRAME SIU ifa 3-TRACK FRAME SILL 4-TRACK FRAME SLL
CONCRETE INSTALLATION �W CONCRETE INSTALLATION (9 CONCRETE INSTALLATION
EMBEDMENT: SEE
EMBEDMENT: SEE
TABLE A, SHEET 1
�
EDGEDISTANCE:
PROPERLY SECURED —
SEETABLEA,
lXWOODBUCKTYP.'_
SHEET I
SEE ANCHOR NOTE 3,
SHEET 1
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES& TABLE A.
SHEET I
CONCRETE
MERLOR —I' ; -A,_—ORCMU
'
'51M
PERTA13LE
MAX. SHIM
A. SHEET 1
P.-TR IAMEJAMB
—INSTALLATION
CON 7cmu
CONCRETE
PER TABLE
A,SHEETI
PRODUCT REVISED
TABLE A, SHEET I
u, ,T
'.
EMBEDMENT: SEE
NO".. 47-0420.12
TABLE A, SHEET 1
WUtOWANUt:
E�lmtlon vato 0211712020
EDGE DISTANCE!
SEE TABLE A. PROPERLY SECURED
Fr
SEE TABLE A.
SHEET I
—
By
CONG./CMU ANCHOR
EEANCHOR I".
IX WOOD BUCK TYP
SHEET1 SEE ANCHOR NOTE 3.
mffu.�aofAi�vrouuc uon�
0.'
N S & TABLE A, N�
.
'.1
SHEET1
SHEETI
2 lliW"
CONCJCMU ANCHOR
2-11`16"
F�
TYP., SEE ANCHOR
PROPERLYSECURED
NOTES &TABLE A,
iX WOOD BUCK TYP..—
SHEETI
CONCRETE
SEE ANCHOR NOTE 3;
CONCRETE
OR CMU
S -Tl
HEI
ORCMU
PER TABLE
j%Al Irly/v
PERTABLE
A. SHEET I
A, SHEET 1
N0.58705
114'MAX. SHIM
1W MAX. SHIM
TRACKFRAME
(egC�Q_NCRETElCMUjIfflAL
Ma 4�TRACK
FRAME
JAMB
TlQbL I. CONCRETE/CMU
INSTALLATION
s
S�7m 1 MTS 1 13 122
P,E
I
INSTALLATION DETAILS
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
REQUIR D ALL
2.893-MIN.
ON MIN. ALLOWED.
INSIDE P CK S
EDGE
TOP E
DISTANCE
2. FIGURES ON THIS
EM BEOMENT: SEE
R
SHEETAREFOR
WOOD FRAMING TABLEASHEET1
P-HOOK MOUNTING ADA R
IN ILT 'n
F
CONCJCMU
ILLUSTRATIVE
WOODANCHORTYR,
ILI
ANCHOR TYP., SEE PURPOSES ONLY. SEE
SEE ANCHOR NOTES
0--
ANCHOR NOTES &
TABLE A. SHEET 1 FOR
EMBEDMENT;
TABLE A. SHEET 1
�4
ALL APPROVED
SEETABLE&
(ALSO SEE TYP.
I TABLE A, SHEET I
SUBSTRATES.
SHEET1
26 ILLUSTRAYJON, SHEET 9)
1-114� MIN. EDGE DISTANCE
DISTANCE: SEE
.7,
3. SEE TABES 1-3,
SHEETS M FOR
A. SHE ET1 E
157
-TABLE
SEE
71
HOOK MOUMING
REQUIRED P-HOOK
AND P-HOOK
28
t2=j MERIOR
m
ADAFTER CONCJCMU
MOU NTING ADAPTER
PHOOKWOCDANCH P..
19F
15 P�HOOK
t ..,
ARCH IOR TYP., SEE
ANCHOR QUANTITIES.
SEE ANCHO TES
=A--j CONCRETE OR
ANCHOR NOTES &TABLE
A. SHEE T I
ALSO SEE EXAMPLE
&TABLEA I
CMUPERTABLE
EMBEDMENT' SEE
(ALSOSEETYP.
ON SHEET 9.
(ALSO P.
2.697 MIN. A, SHEET I
TABLE A, SHEET I
ILLUSTRATION, SHEET 9)
ILLUSTRATION., E 9)
EDGE DISTANCE
P�HOOK FOR USE WrrH.FLAT SILL RISERS
P-HOOK FOR USE WITH ANY
@PARTS #18, #20,922 OR #24,
SILL RISER
PARTS 4% #20,922 OR VAI
WOOD INSTALLATION
EXTERIOR MGUNTSHOWN,
CONCRETE/C�LU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES IA, 2A & 3A
MAY ALSO BE INSTALLED IN
IA, ;�
tOtft A.LES &3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
FuRwAi R RATINGS)
EXTERIOR CONDITION
METAL TYP.,
P�HOOK MOU14TING
SEEANCHOR
P�HOOKMOUNTING CONCRETEOR
EMBEDMENT SEE
ADAIPTER CONCJCMU
NOTE 4. SHEET 1; EMBEDMENT: SEE
ADAPTER SMS CMU PER TABLE
TABLE A, SHEET I
ANCHORTYP.,SEE
MIN.OF3T s TABLE A. SHEET 1
ANCHOR TYP., SEE A,SHIEETI
ANCHOR NOTES & TABLE
BEYOND TH AL
ANCHOR NOTES
-A SHEET I
SU
&TABLE A, SHEET I
28 EMBEDMENT:
R
(ZO SEE TYP.
PRODUCT REVISED
(ALSO SEE TYP. SEETABLEA.
4
ILLUSTRATION, SHEET 9)
gs
uaimplKny, with the Florida
EMS MENT:
/1/ ILLUSTRATION.
SHEETO) SHEETI
28
17-0420.12
SEE BIE A.
---Eul DISTANCE: SEE
OM42117/2020
-IEET I A
BLE
1 -Ile MIN, EDGE DISTANCE
By
mfixr:�Q P, .tc..U.l
30
1
P-HOOK SMS ANCHOR TYP.,
MEWOR P-HOOK CONCJCI1U
EXIERFOR
SEEANCHORNOTES
ANCHOR TyP., SEEV
15
15
&TABLEA SHEETI
ANCHOR NOTES & TABLE
(ALSO SEE TYP.
2.093- MIN.
A,SHEETI
2.693"MIN.
ILLUSTRATION. SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
P�HOOK FOR US E WITH BOX SILL RISERS
VARTS919, 21,#230R#25t
0.01I-k ......... 41Y,
PARTS #I S. #21, #23 OR #25,
EXTERIOR
CONCRETE INSTALLA71ON
EXTERIOR
oc
METAL INSTALLATION
MOUNT
MOUNT
(SEE TABLES 1A, 2A & aA
--o—NLY
(SEE TABLE S 1 A, ZA & 3A
NO. 7
FORWATER RATINGS)
FOR WATER RATINGS)
ONLY
ANCHORAGE DETAILS
V
. .....
=Q 4 h:)s
CEV OF�H �98
7SERIHE S 770 ALUM. SGD - LM IMPACT
I
KmNm�itp�
�.Oweew
NTS 1 14 - 22 POT0130 c
P.124 mill
CONFIG. EXAMPLES
HEADER DETAdLN,
SHEET 16; INSTALLATION
DETAILS 'AV &Ad�
SHEETS12 I
NOTES:
7) 'SEE SHEET 17 FOR INDIADUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
PANEL
TABLES, SHEETS 6-8 FOR MAX.
TYPE
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
MAX.
INSTALLATION DETAILS.
PANEL
2) (1) LOCK (ITEMS 75 & 107-110) AT
HEIGHT
SEE
EACH LOCKSTILE, LOCKING INTO
NOTE
KEEPER (ITEM 103) AT FRAME JAMS
ORASTRAGAL
3) PLEASE SEE APPLICABLE
ASTRAGAL & INTERLOCK
COMBINATIONS PER DP/ANCH
TABLES
MAX * UNrT
WIDTH
MAX.
PANEL
PANEL
TYPE
TYPF
PANEL
.QS'
'AS
TYPE
mom.
PANEL
OTH TYP
PER
SLES 1�
x
NOM.PANELWIDTH I_
I I E 'CR
R R
—R
TYP. PER TABLES 143
WERICR
EXTER R
90
CORNER DETAIL WT.
SHEET 19 & CORNER
0
ANCHORAGESHERE 11
T"
RAGE'HEET
MAX UNIT
MAX. HEIGHT INTERLOCK DETAIL
DLO PER -W, SHEET 19
HEIGHT. TABLES MEMOR tNrEal0R
I 1�
SILL DETAIL'11', SHEET 18;
INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
DW & Dc', SHEETS 12 & 13
XiAw
sms
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
part#
Description
Meted I
-T2-4
R-o—mmajng4SG TPS spacer system
72-6
ouanex super spacer MXT with Hot Malt ButYl
See this
Sheet for
126
Quan" Cuffiscal Spacer
Materials
-T2-7
Ziji-nal )a. —Edge sower
REFF.R�GE TruT HLVUR I b: � ........
CM. OFAM �
NO�Gfis
alrRUCTURAL
SILIODNIS
Emu
DESIO�
Xr. GI.ASS�
JAMB DETAIL'03. SHEET
18; INSTALLATION DETAJLS
'GvV & PGe, SHEETS 12 & 13
DLO WIDTH - NOM. PANEL WIDTH - 7'
DLO HEIGHT � DOOR UNIT HEIGHT - 10.126'
PANEL HEIGHT - DOOR UNIT HEIGHT - 1.866-
PRODUCT REVISED
17-0420.12
KODISPACE 4SG TPS (B SUPER SPACERONXT�
ALUMIMM
AREINFORCEMENT pMyIS,. DESIOCAWFILLARM
B�NE 51IVNOM.
5116rNOM. am
B L& t��SIIUWME SEAL
DESITCCAW ROLL-FORME13
F A Sl
Mi TANUESS STEEL
ai_Aes
EXT.GtASS�] k
—4,tl �INT.GLASS
(91DURASEAL0 SPACER @ XL EDGE -SPACER
16 .22 1 POT0130
N.. Sams
XL�MILEPIP.E.
RESSIVU6
CONFIG. EXAMPLES INTERLOCK DETAIL
"'M', SHEET 19 OPERAE
INSTALL
XED JAMB DETAIL'(12'. rASTRAGAL HEADER DETAILW. SHEET
T DETAILS Ll'8 18; INSTALLATION DETAILS
r�HEET 18; INSTALLATION
DETAILS'04 &Gd. L2, SHEET 19 -Ay/ &Ac'. SHEETS 12 & 13
S
iEETS 12 & 13
PANEL
PANEL
PANEL
T7 EL
TYPE
TYPE
TYPE
R
TANE
MA
NOM.
PANEL
LIN
HEW
Z
WIDTH TYR
PE
PER
SEE
TABi
DLO
TABLES 11-3
NOI E 2r.
1�
HEIGHT
SHEET15
0
x
JAMB DETAIL'03', SHEET 18;
ON DETALS'GW &'Gc'. SHEETS 12 & 13
HEADER DETAIL'R, SHM 18;
-"NSTALLATION DETAILS -AIV & -Ae,
SHEETS 12 & 13
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TV
as.
HT
SILLDETAIL
NOM.
D, SHEET
PANEL
Es
18;
WIDTHTYP.
INSTALL
DLO
PER
DFT 'L
HEIGHT
TABLES 1-3
-DW &IDO�,
SHEETS12
x
MAY
DLO
PANEL
TYPE
MAX
UNIT
HEIGHT
PER
SEE TABLES
NOTE 2� 1-3
-IEETIG I
(a), 13 x x
MAX. UNIT WIDTH
PANEL CORNER SILL DET
?EE FRAME & � MU', SHEET 18,�� MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SKEET 15 (2-TRACK) -DV & 'Dd. SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK)
JAMB DETAIL '11', SHEET 18;
ASTRAGAL DETAILS'Ll'& INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW &
L2, SHEET 19.� NTERLOCK DETAL*M', SHEET 19 le, SHEETS 12 & 13
�'HEADER DETAIL
W, SHEET 18;
—'JAIS D OK lETAMXP & W'- SHEET INSTALLATION JAMB DETAIL'12'. SHEET 18; INSTALLATION
18; INSTALLATION DETAILS 19; INSTALLATIO14 DETAILS IJV/, DETAILS'BW &'Be. DETA[LS'IW & 'Id. SHEETS 12 & 13
'W & 'He, SHEETS 12 & 13 -Jd. 'KW' & 'Kd, SHEET 14 SHEETS 12 & 13 7 MAX. UNIT WIDTH --i
MA)
HE
F
TA
MAX. UNIT WIDTH
EL
ANPANEL
PE
TYPE
PANEL
TYPE
PANEL
TYPE
'R
V
M.
P
UNIT
NOM.
GHT
PANEL
WI DTH TYP
ER
PER
n*
ILES
SEE
-3
BUD
NOTE 2.-
TABLES 1-3
HEIGHT
SHEET 16
L
L
Uo
��
x
EXAMPLE: OXXXP SILL DETAIL -F, SHEET IS;-
(3-TRACK, Rl HT POCKET) , INSTALLATION DETAILS
EVI &'Ee, SHEETS 12 & 13
CIW. �AM.�
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
p
p
P.
MA
NOM.
UN
A
/I
//
PANEL
HEIC
—I
WIDTH TYP.
PE
SEE
--NOTE 2
MAX.
OLD
PER
TABLES 1.3
TABE
SHEET 16
MIGHT
Lj
x
X
t===�
0
JAMB DETAIL'G31, SHEET
18; INSTALLATION DETAILS
'Eve &Gc, SHEETS 12 & 13
INTERLOCK DETAIL
'W, SHEET 19
GO- OUTSIDE COMER
DETAIL 'Nl', SHEET 19 &
.COMER ANCHORAGE
SHEET 11
EXTERIOR NOM. PANEL
WIDTH TYP.
PERTABLES
1-3
HEADER DETAIL'C, SHEET
18; INSTALLATION DETAILS
'CW & 'Ce, SHEETS 12 & 13
PRODUCT REVISED
...... Ith th. Fl-ld
Oulldl., 0 .
MOA-N.� 17-0420.12
\w, D.I. 0211712020-
iT
t
ES
EXAMPLE: XXXO SILL DETAIL'F, SHEET 18,
(4-TRACK, BY-PASS) INSTALLATION DETAILS
Pd & 7e, SHEETS 12 & 13
NTS 1 16 . 22 PG70130
X NO 58705 %
r
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
WORSI 6
2-TRACK JAMB
CEFFF#—ic5
6- LONG
lw @ WIRETAINER#106
MIUSPAN (SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
TRACK
104TER
1�j
<Y (e.
2-TRACK JAMS
(SHOWN
WITH
OPERABLE
PANEL)
112
no
. 2-TRAgj�,J&MB
15 51 52 . —w—SCR EN
F23
I
SHEU15 501TR81OR f12)IS�OETAILONSHM16
la2-TRACKWiSCREEN 6,f,3-TRACK
�,V FRAME SILL KVFRAMEVLL
- ITEM 61 SHOWN. ITEM 60 ALSO APPLICABLE. SEE TABLES
1 �3, SHEETS 6-8 FOR Dle (PSF) ASSOCIATED WITH $TILE.
OROI its
WCAP
it
7
60OR61
SEEDETAILGI
FOR FIXED
80 PANEL CLIP
L=x PAR
75 It MIT
SEE DETAIL G2
IN FOR FIXED
OR 61
PANEL CLIP
103
5
16
60 on 61
�/IOXTERIOR E RIOR
3-TRACK IAMIl 3,7RACK IAMB kmB
(SHOWN WITH (STS—HO—WNWITH
OPERABLE PANEL) FIXED PANEL TO
4-TRACK JAMB
THE EXTERIOR) THE INTERIOR)
Q21 SEEOETAILONSHEZ715
�RIOR
<71
tw,,,_w
I
PRODUCT REVISED
.. C.1%plCy'"" �itlt the Fladda
— C
ft4TRACK
MAX. UNIT
NO.Ild We 17-0420.12
C FRAME HEAD
HEIGHTPER
TABLESI-3
�,htstico. D.t. 02J1712020
A
_T
12,
.Fhlf�.d. d..t �.11el
421 �TRACK
�—F�FRAMESILL
18 -22 1 PGTO129
m
Na5870
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) NTEMOR
113
n63 r(N nz cb-9v
14-Z
Lj�
go*
STANDARD ASTRAGAL#67
HEAVY-DUTY ASTRAGAL #68
110' OUTSIDE CORNER
WITH STANDARD STILES #60
WITH HEAVY-DUTY STILES 061
62-TRACKSHOWN
EXTERIOR BOX ASTRACAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
Flow"
(9135' OUTSIDE CORNER
2-TRACKSHOWN
�MQR
,5 WORM
9 135- INSIDE CORNER
2-TRACKSHOWN
wINTERLOCK
ITEM #61 (HEAVY-DUTY
S-TILE) SHOWN, ITEM #60
(STANDARD STILE) ALSO
90'INSID9 CORNER
APPLICABLE, SEE TABLES
02-TRACKSHOWN
1,3. SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
.....p! & a with the Florida
"Ilding do
31 OCK P
ML-2
No. 17 -0420.12
7511070T
11
&�
'G� INTEROR
J!!xpimtIon D 9-0 171202D
- - na;�
No. 6870,
I
I N.=RMT5
TAL UECTIUN L& IAIL.4ti,
-
ZVI
SERIES 770 ALUM. SGD -LM IMPACT
=
-
_7PG70130
A. LYNN MIUER,P.E.
'JR'
SIM4
I
I
I NTS 1
19 - 22 1
C
it.. POT PGTO Deacription NOTES:
Dwa. # 1) ALL ALUMINUM = 6063-TO
M In25 GIMS PANEL ST1Z
817MO PANEL STU OHAW DIM 2) ITEMS # 33-39, 55-59, 66.78,84-90,
i 121 & 122 ARE NOT USED
u 1121!121 rERLOU�WR ANDARE
63 1 IM 1 6PP248 JVWYL BMB WSW. - Phil RNSDE nrUtam) NOT PART OF I HIS APPROVAL.
64 17M 717M
66 inn �17nil ISU. EN D PAD 3) USE OF 012 OR #13 REQUIRES
W,�LVU Ul:. .� — MIN, #10 SIMS OR 3110* MASONRY
67 17329 603a ASIRAGAL
61W NEAWDMMT� ANCHORS 24- MAX O.C.
617324 ]UP&BOTIGORNI.
70 17350 41"50 M!AVIERSIRPEKlENSPNONJECRENIVOIDED)
71 16% 7105 14WXI'XW4'1flGHFWSMWS`FPUJGS
72 515J 7815U TANDEM 81. 8� ROLLER ASIP'.
73 8153 -TO-153N TANDEM NYLON ROUER ASSY.
74- -KL—UNE OOW�W. DOW-90 OR GE-77W
75 aim 78iffix GEANI MORIRCE �LY D� LOCKWILONG IR0A PIXIE
70 71MMFP" #IW2 X I 'FLSSSCFEWWT(PE-F-TP
71 -TI—=3g lozi smu
79 IM57 61M7 I-IGBEAD
817m!) j?1uPBEXD1FIxEDPANncuP
81 173DON617UO TIVOEAU
112 IV4 GFF2479 IrITI. BULB HERSTRIP
I --T-
0 61745 1 IDWE Nq 11? X1115- SOL SUE Alai, TAPE. POLYLT".
-i--000 52 48052 ROLLER ADJ. KOLE PUJU
RE
-115011 7=7 �B HUMPER
102 IND TIM WsTPWQ
10 aim 78181K I -KEEPER
--fN- NO 7SUUP BOREEN LOU KUPER
IN- 17M4 0173" FiEDPAItElcup-wi-ONG
IN 17M 6173U F&EDPANIELREIMER-WIG
70-7- 174 7IM9
IN 1 1740 71740 PRODUCT REVISED
10 1131 78IONN
vi-o -T7-3-2 - 78178 RANDLEKli-REMNEI)EIRRIORPIRL a. carapIzI, with the Florida
71G)O14PPSW #10 XW PIJ.,PN. 7EK - S.S. ,,,do G
---UTS-18 Wl P..ZPDX.IM - FIN SEAL 110�o, 17-0420.12
113 1712 04M .187'X.MWFINSE� Expiration DateO211712020
114 71WH5PPX ROXI-lir By r-
11� ?IWPT 40)(1. .... �..aral
lie 7=X 0144OXI-S.S.
-717- 72INIM 414-20XIAWS.S.
lie 17 611133 50WGRU CORNER REMMER
119 17337 017337 GQVEGREEumauECORNERAS�
120 17338 6117M8 90MOREE WSOE CORNER ASIRAGAL
IM 1 17= W73% JFDED PANEL RiElANER 11
se", e,
No+ 58705
PARTSL IST
SERIES 770AL.UM. SGD-WIMPACT
awa. pff— sd� 20 .22 PGTO130 C P.Essurn
Itern
PG-T-
DW4.#
POT#
"T '
Descriptor,
—I
17=
617"
"d
61
7V
2 O"RE'D
2-TPAU HEAD
2
1=3
0
0173M
EFNEAP'
2-711ACK READ %NON SCREEN RAL
2 :
61 M9
.1.9
�IRAU HEAD
_IFAR HE
A
IM12
17M
"nl2
6ITil
'IRAM -
�IRACK HEAD
5
14
-Tn-
Oini,l
0",4
_E
FRM41ESCREWCOVElt
a
7317
6173V
?,IT
=1
7
73N
61
a'
Z M aLL
ZTRACK BILL
a
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2-� BUININ SORUN RAN,
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9
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1IRACKSU-
.USUL
19
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2611�3
12
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611106
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20
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17
21
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ai� MM�
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17351
all
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20
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1 WM3
POCKETIRMOOK
1
7
n
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g,
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31
I
5� 17,10
I
-
Kmw
W&UNT
40
4319
-
41
zo-. ISK
42
41.,.
.. KUPER SPACER SIET
43
aim
08162
SCREEN ITEMOM ADAPRR
44
44M
04428
SCREEN MUBUI NMERLOCK
45
�ZENTQPR�
48
4318
BIM57
SERUM BOITOM RAHL
47
Ead
7�—
STANDAR D R 0 ILE R
4B
Na
—
49
-r-
30
--76j3-
44
SCMUNASTRAGAL
—0
-91-�-q-�M--SMMNA�A�R
61
OM
IM
SCREEN SPUME -.IW
—16li--vto-948GREMSPUNE-AW
8181=0
ji�x4-xinvuti, uLOU, NEOPRENEM-�
-JR'j
'IWlWf4 I
..............
5.089' 8.662'
0.080,
L1.2!1 V 1.505,
DOW — 02-TRACK HEAD 84-TRACKSILL
(6003-T6 AL) (6083-16 AL)
1.211"
@2-TRACK HEAD W1 SCREEN TRACK
(6003-T6 ALI
6.526-
a OSW
1 1.6c
.605-
rr
3-TRACK SILL
Tol—m-n-m-
7 , 105' 221-
1.21
rr —i V 1.
0 "MT—m- "ai i
1. 3-TRACK HEAD 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6083-TO AL)
9.14T
4AV
0-060.
1.21 V 1 -605.
0.08TI04 714-TFACK��EAD (D2-TRACK SILL
(606�TfIAL) (1306346 AL)
1514'
(6063J6AL)
SEE SHEET 17 FOR SfUL RISERS.
1 0 .062"
0,53:2:j!!::�
1.516"
El
(6063-T6AL)
REOUIRESMIN.#IOSMS
OR3116'MASONRY
ANCHORS @ 24- MAX. D.C.
L-T 0.060"
i:L 60- JL-�[
1.9ga. —1
FRAME SILL SCREEN
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3M6' MASONRY
ANCHORS @ 24- MAIL O.C.
cmr. W� Agauxi
8.
2-TRACKJAMBW/
SCREEN TRACK
(6063-TOAL)
16-
83-TRACKIAMB
(6063-T6 ALI
1 872'
0.0621�&
Ole"
OZ811
ZCREEN7
STILE
(6063-T6 AL)
5.069,
1.045'
LAW
- 0.062"
8I
2-TRACKJAM
SCREEN
STOPRAIL
(6063-T6AL)
(6053-T6 AL)
&TRACKJAMB
(6D03-TO AL)
ORUSIONS
ERIES 770ALUM. SGO - LM IMPACT
eNTS 1 21 - 22 1'* PGTO130
0 875'
0 062.
�SCREEN
'TTOM
NOTTOM RAIL
I6063-TOAL)-
PRODUCT REVISED
05 ca" lying willi the Floirlda
H-QpCodo
NoA_N.. 17-0420.12
Exph,ation Date 0211712020
N.. Ss7o
�LyNmmj�gpz
P.6`54706
0.71ll' -ar 2.304* 3 802.
3.6
g]��02�' L2 0.75Z
of
0.75T
0.674- 0.
0.002" 0,080, - 0.062, 0 062
1.264' SSILL r 0.076' SC
SC��
W 0 0
&PH OK MOUNTING g2 .0 HK P HO KF RBOX
_T6 L)
�ii)63 -A
@j!NlNlWjCOV5R TRACK OP -HOOK A)
(WB�T6 AL) PTOR COVER 0.080�
(6063-TO AL) (6063-T6AL) (W63-TOAL) (6063-T6 AL)
- X.155. 230. 1 ASS' 1.739' -1
0.080,
0.83 '600 0.062* - 1303-
1.97� 1170. -- M3121' - 1600 3125- 1.888. 00624 0325.
2.44" � T
0 FIXED MOUNT STANDARD STILE HFAWDUTYSTILE N- LOOK INTERLOCK
31 T�
13� WRNER 135 S SUAN E)SCRFWCOVER
(6063-TO AL) (600-T6AL) (6053-TUAL) (6063-TBAL)
(6063-T6 AL) (6D63-T6 AL)
3.979"
0.075,
1.645*
(6003-TO AL) 3AL
0.281- ---� [--
HEAVY DUTY ASTRAGAL TOP/BOTTOM RAIL
(6063-T6AL) (6063-TO ALT-
ol
I 0-T 1 , 05X I , 060.
.2 9
'�O
' H5
.045' F045-
7lIdwGLAZWG (s, 91160GLAZING
Sim (B
(0063-TSAL) TOO-O3-TO AL)
(6063-T6AL)
1003' I.W
4'-
0,76
0050, 0 ' 080,
@FIXED n0.71W 893-
FA-NEL CLIP 2.
198" 498"
(606�lw AL) I 11 �A
t 0.080
.650" 0.803 L L
FIXED PANEL 6.621'
0.709" @RETAINER, 7/8'
0.080, -4- (606346A.) 2.826' 90- OUTSIDE COMER ASTRAeAL
81. (6063� 1`6 Al.)
8 FIXED PANEL 00* CORNER RECEIVER
ins 'X�u VER 9M6*
METAINER 9Lt 8(606�T(3AL)
(6063-T6 AL)
Wff�AUW=asa
60W70
6.621"
0.13T
90- INSIDE CORNER ASTRAGAL
(N�Tll AL)
22 122 1 PGTO130
PRODUCT REVISED
.11
NOA,N.. 17-0420.12
Ibcphallon Data 02JI7/2020
No.58705