HomeMy WebLinkAboutNOASCANNED
MIAMFDADE BY MIAMI-DADE COUNTY
st, ,Lucie Counly PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.nv/economy
DAB Door Company, Inc.
12195 NW 98" Avenue
Hialeah Gardens, FL 33018
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 Sectionthat 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: Hurricane Master® Model $24/811 Steel Sectional Garage Door up to 18'-2" Wide
with Window Lite Option (DP +55.0, -64.0 PSI+)
APPROVAL DOCUMENT: Drawing No. 99-24, titled "Sectional Garage Door", dated 09/22/1999, with
last revision K dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, 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: A permanent label with the manufacturer's name or logo, manufacturing address, model
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 014-0814:11 and consists of this page 1 and eyidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-0317.05
CMIAMliDADECOauntttr Expiration Date: March 10, 2018
Approval Date: June 11, 2015
0� f O7, Page 1
IA
5 ttyy
ins- 0 � y
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 99-24, titled "Sectional Garage Door", dated 09/22/1999, with last revision K
dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0324.07"
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
4) Forced Entry Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional
Residential Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No.
HETI 08-2133A and B, dated 06/10/2008, signed and sealed by Candido F. Font, 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
4) Forced Entry Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional
Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI 08-
2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E.
"Submitted tinder NOA # 08-1106.05"
3. Test report on Tensile Test per ASTM E 8 of the above sectional garage door's skin, prepared
by Hurricane Engineering & Testing, Inc, Test Report No. HETI-084139/A, dated
06/27/2008, signed and sealed by Candido F: Font, P.E.
"Submitted under NOA # 03-0210.04"
4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation, Test Report No. 258592, dated 08/1711998, signed by W. A.
Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 14-0814.11"
1. Anchor verification calculations prepared by AI-Farooq Corporation, dated 09/22/2014 and
07/24/2014, signed and sealed by Javad Ahmad, P.E.
"Submitted tinder NOA # 09-0324.07"
2. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation,
complying with F.B.0 2004/2007, dated 01/20/2009, signed and sealed by Humayoun Farooq,
P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0317.05
Expiration Date: March 10, 2018
Approval Date: June 11, 2015
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) -"Submitted under NOA # 08-1106.05"
3. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation,
complying with F.B.0 2004/2007, dated 08/25/2008, signed and sealed by Humayoun Farooq,
P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.13-0717.01, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 11/28/2013 and expiring on 07117/2018.
2. Notice of Acceptance No.14-0311.08, issued to Insulfoam, LLC, for their Insulfoam
Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded
Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -CI Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No.10-1129.04, issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on
02/24/2016.
"Submitted under NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E.
Droz-Seda, P.E.
7. Test Reports on Tensile Test per ASTM D63 8 of "PVC Extrusion Material', prepared by
Hurricane Engineering & Testing Inc., ReportNo. IIETI 044251, dated 11/29/2004 signed
and sealed by I. Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS "Submitted under NOA # 14-0814.11 "
1. Statement letter of code conformance to the 51 edition (2014) FBC and no financial interest
issued by A]-Farooq Corporation, dated 05/13/2014, signed,and sealed by Javad Ahmad, P.E.
o� oZr2°t5
Carlos M. Utrfera, P.E.
Product Control Examiner
NOA No. 15-0317.05
Expiration Date: March 10, 2018
Approval Date: June 11, 2015
E -2
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REQ12EMENTS OF THE FLORIDA BUILDING CODE (Fec) FIFTH EDITION (2014)
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
INCLUDING HIGH HURRICANE ZONE (NVNZ).
2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
HANDLE
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
TER STILE
DRESSING OR STUCCO,
0. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL
5, A LARD DURABDN INCREASE 6 USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
LOCH B.1R GLIDES
(2I ON END STILE
INSTALLED WI1N
DOOR TESTED IN ACCORDANCE WITH THE REOUIRENENIS OF PLORM
BUDDING CODE. TAS-202• W-201 b TAS-203 FOR MAIZ AND
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GLUED TO PANEL. AND FASIEHEO TO 2' N 5-I/2' X .104'
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(2) 3/I6' POP RIVETS (DOUBLE) ON MIT SIOE
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1-13/I6' DU. ROLLER W/ TEN
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IN CASE HARCMEO INNER h CUTER BRACES
7/I6. ON x 9-1/4- LONG WIDENED SHAFT
OPTIONAL INSULATIONS:
EPS-EXPANDED POLYSTYRENE
DENSITY a I.Os Pcr
N.OA p11-0026.0T
OR
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DENSITY = 2D PCF
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OR
DENSITY - I.OJ PCF
N.OA p10-1129.04
OR
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DENSITY - 0.92 PCF
N.O.A. p14-0311.08
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W/ (6) p14 X 5/W SMS
MIN. .024' ROLL FORMED STEEL PANEL
DRAWING OUALBY C-40
MIN. YIELD STRENGTH - 34 HSI
WITH PRIMER AND DAKEO-ON
POLYSTER PANTED TOP COAT
APPUED TO BOTH SIDES OF STEEL
11 GA 11 STEEL
BOTTOM BRACKET FASTENED
W/ (4) p14 K 51W SMS
ION
BOTTOM SEAL OPTIONS
SEE SHEET 4
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FOR LOCATION
YG TRUSSES
D % 2 % 1/B' HORR. TRACK
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AVAILABLE TRACK OPTIONS c��---
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~ Awaf drawing no
99-24
1-1/2' MIN. -Y
� GE Dlsf. 9 P.-
0/4'ON.IAOSCREWS01/4'DU. UTG SCflEWS
AT 6' FROM ENDS W000 BUAT8'IRON ENDS
AN9' O.C. MA%. �I 9' O.G MAIL
OPTION '13 \�—�
CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.)
:INSTALLATION NETN005 SHOWN A90VE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
WODO STRUCTURES. IF THESE METHODS , FOLLOWED NO ADDITIONAL CALCULAHONS/OESICN
L BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE
I DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD. INSTALLATION MAY BE
5/16' % 1-S/B-
LAC SCREWS
AT 6' O.C.
PRESSURE TREATED
OROUTEO REI
2D SYP W000 JAMBS WNION SHALL BE ANCHORED TO
RCED MASONRY BLOCK WALL OR CONIC. C LUMN WITH
V
114, ULTITACON
IY'ELCO' WITH SPACING OF
B O.C. INttI
7' O.C. INTO J090
T FILLED BLOCK WALL WON 2-I 4' MIN. EMBED
PSI CONCRETE. WR11 1-3/4' MIN. EMBED
2-1/2' MITI. EDGE
DISTANCE
1/4' TAPPER B1'I'POWERS'
WITH SPACING OF
1/
4' O.C. INTO GROUT FTLLEO BLOCK WALL, WITH I-1 /2' MIN. EMBED
AT
S.O.C. INFO PSI CONCRETE, WITH 1-J/4' MIN. EMBED
J' MIN. EDGED ONCE
J/B' GONFLO( 'MOD. OR CONIINDOMS
ANGIE_TB50K
]/B' LOT BY 'aW WITH SPACING OF TO
I1' O.C. INTO 0000 PSI CONCRETE, WITH 2-1/2' YIN. EMBED
W000 PUCK
J' uW. EOCE ANC'
J/I- NLC SL Bf 'TOLD' WITH BRACING OF
T' O.C. INTO DO
2-1/2' MW. ED
PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND
DISTANCE
F
FOR NEW CONSRO)CTION ENGINEER OF RECORD OR ARCHITECT TO VERDY
ADEQUACY Oi SvPOR1INC STRUCTURE TO SUPPORT LOADS IMPOSED
BY OUR
SYSEM
FOR ODOR REPEMENI IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR 9TALLADON NAY BE REVIEWED AND APPROVED BY
BUT -NO OFRO UPON INSPECTION.
I
MNGMIIY E%TERIOR(4) LOAD PER JAMB = (16.15' X 55 PSF)/2 - 499.4 Ws par FL
MA%ILIUM 1NTERIQR(-) LOAD PER JAMB (I8.I6' % 64 PSF)/2 - 581.1 LM4 px FL
gB % I'
SELF DRILLING SCREWS V
1%2' X 1-3/4' % .056'
FORUM E
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IS/IB' ON. O.L OPG. 3 1 fTo0e1�N drawing no.
OIAZINO BITE 99-24
SCANNED
M IAM MADE BY MIAMI-DADE COUNTY
v St. Lucia QJ9' 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.eav/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date'stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas' other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "HR-81.0" Aluminum Horizontal Rolling Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-HR810-LA, titled "Horizontal Roller Window Details—
LM", sheets 1 through 6 of 6, dated 05/05/12, with revision C dated 03/27/17, 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.
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# 16-0714.10 and consists of this page 1 and evidence pages E-1 and E-
2, as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
MIAMI-DADE COUNWIN
NOA No. 17-0411.03
Expiration Date: November 01, 2022
Approval Date: August 31, 2017
Page 1
Py,
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 12-0 718.06)
2. Drawing No. MD-HR810-LA, titled "Horizontal Roller Window Details - LM",
sheets 1 through 6 of 6, dated 05/05/12, with revision C dated 03/27/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No.16-0714.10)
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 a series HR-810 aluminum
horizontal roller window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-7421, dated 06/21/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No.14-0320.04)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Small Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
7) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6890, dated 06/04/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.12-0718.06) f -�
G
Jorge M. Plasencia P.E.
roduct Control Unit Supervisor
NOA No.17-0411.03
Expiration Date: November 01, 2022
Approval Date: August 31, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor calculations and structural analysis, complying with FBC-5th Edition (2014)
and FBC-6th edition (2017), dated 03/31/17, 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.14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with F13C-5th Edition (2014) and FBC-
6th edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest and independence, issued by manufacture,
dated 03/31/17, signed and sealed by A. Lynn Miller, P.E.
3. Proposal No.16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
(Submitted under previous NOA No.16-071410)
5. Proposal approved by Product Control Section, dated 04/30/13, signed by Jaime
Gascon, P.E., Supervisor, Product Control Section.
(Submitted under NOA No.14-0320.04)
6. Laboratory compliance letter for Test Report No. FTL-6890, issued by Fenestration
Testing Laboratory, Inc., dated 06/04/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.12-0718.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.10, issued to PGT Industries, Inca for their Series
"HR-810" Aluminum Horizontal Rolling Window - L.M.I., approved on 08/25/16 and
expiring on 11/01/17.
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No. 17-0411.03
Expiration Date: November 01, 2022
Approval Date: August 31, 2017
E-2
GENERAL NOTES: SERIES 816 IMPACT- RESISTANT HORIZONTAL ROLLER WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED'& TESTED TO COMPLYWTM THE REQUIREMENTS OF THE FLORIDABUILDING '
CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZL
2) SHUTIERS ARE NOTREOUIREO WHEN USED IN WIND-BORNE DEBRIS REGIONS.. . .
3) FOR MASONRY APPLICATIONS IN MiAMI-DARE-COUNTY, USE ONLY MM"ADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AStM C90 CONCRETE MASONRY
UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 7,*sHEET 4.
4) ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ZX ARE:1-11C THICK OR
GREATER. 1 X AND 2X BUCKS OMHEN USED) SHALL. BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, USE ANCHORS OF
SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 7, SHEET 4. NARROW JOINT' SEALANT IS USED ON All FOUR CORNERS
OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNGIFLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS: BEYOND THE SCOPE OF THESE INSTRUCTION$.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO
RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
.7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
. B. POSITIVE DESIGN LOADS BASEDAN WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAMEANALYSIS AND
GLASS PER ASTM E1300. -'
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE
REQUIRED DESIGN PRESSURE. THE 33-1.3Y STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.
THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME. .
INTO:CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL.6890, FTL•7421; CURRENT ELCO ULTRACON NOA; CURRENT ELCO CRETEFLEX NOA:
ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADMALUMINUM DESIGN MANUAL
10) I.G. GLASS CAPS TO BE TEMPERED WHEN INSTALLED IN LOCATIONS OVER 30rT IN THE HVH7_
rhol 9,
DESIGN PRESSURE RATING . IMPACT RATING
. VARIES, . RATED FOR LARGE.& SMALL
SEE TABLE I, THIS SHEET -1 MISSILE IMPACT; RESISTANCE
HE
SEE
SHEET4
il I SEE WEEPHOLE
�.- . DETAILS.SHEET 5
Lyg
MAX. DIMENSIONS OF HORIZONTAL ROLLER, XO (OX SIM.)
Maximum Design Pressure (+/= psi)
O%erall
. - Overall Wind6w HeIgM / Glaes Type - - .. ... .
.
Vlfindpw
383/8' -
44'
50.518'- -
.: 63" -
8T -I
: 70'
VVldlh:
G1-G3
G4436
G1-G3
G4G8:
GI-G3
CA-G6
Gl-G3
G4-G6
GI-G3
G1-G3
32;9" _
'+901-130
+901-130
+W/430
+801-130
+90/-130
-4901-13D
+BN-128
+901-128.
+90/-120
+901-116 -
3T
+SO/-130
+901--130
+BW-130
+901-130.:
+901-130.:".+901.130
+80/-130
+901-130,
+80/-130'
..+SWA30
53-1/8', .
+90/-130
+90/-130
+90/7130
49017130.
4W-130
+80I-130
+90/-130
+90/-130 -
+77,81-116.8
+73.71-110.5
BP
+DO/-130-
+90A130
+901-130
+90/-130
+SO/-130
+90/-130-
+90/-130
+901-130
+70.21-105.4
+66.3/-99.5
84"
+SW-130:
+BIN-130.
+801-130.:
+80/-130
.+901-130
+WA30
+9Q4130 -
+W-130
+67.91-101.8
+64;1/-98.1
6T
+90/-130
+901-130
+90/-130
+90/-130
-+80/430
4M-130
+90/•130
+9W-130
+85.8/-981
+02/-93 -
.70'
+9D1-130:
+90/-130
' . +90/-130 ..
'+901-130
. +WA31)
- +=A30..
+90/-130.
. +DO1-130
.+63.9/.95.8
+60y-90.3
74"
+90/-130
+901-130
+901-130
+901-130
+90/-130
+90/-130:.
+W430
- +9W.130
+81X-M5
♦58/-87
W.
r90/-130 •
+90/-130 '
+9D/-'130
404.4/-98.6
+58.6/.88.2
.2/-8 +552.9
84"
+90/-130
+90/-130
+89.7/-130
+82.6/+14.2
+572t-85.8
+53.7/-80.5
90", .
4gW-130 -
- - -
+901-130
. +88y-130-
a
+60.81:91.1
:
+55,21-82.8
+51.7/-77.5
96'
+90/-130
+90/430
'+87.4/428.6
'+59.2/-88.7
+53.6/-80,3
+50175
SEE GLASS TYPE DESCRIPTIONS, SHEET 2
GENERAL NOTES................. .... _....1
ELEVATION (SIZE).............. _.......... -1
DESIGN PRESSURES....,.._...__.._ 1
GLASS TYPES .......................... _... ... 2
ELEVATION (ANCHORS).:____ 3
ANCHOR SPACING/QUANTITIES... 3
ANCHOR SPECIFICATIONS.._...._.. 4
INSTALLATION .... ........ , .,__...__.4
ASSEMBLY DETAILS....__-.... 5
EXTRUSIONPROFILES.........:--.--. 6
PARTS UST_..._:.........__..-._...__.. S:
CODES STANDARDS USED:'
•2011 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5RiEDITION
-ASTM E130H9
•ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015 -
•AISI510D•12
!NSC 360-10
PRODUCT REVISED
as M"Plving with the Flodda
Building Code
MCA -No. 17-0411.05
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GLAZING NOTES: -
'SG SENTRYGLAS®BY KURARAY AMERICA• INC.
=.090'
Glass
- Description (Listed from Exterior to Interior)
13/16" LamilG: (1/8" Annealed Cap -1/4" Alrspaco -3116"
Annealed,0.9tT.SG-3/16'Annealed )
' G2
7116' Lami: (3116" Annealed - 0.90". SG - 3/18" Annealed)
G3
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G4
7/18" Lami: (Y18':Heat 'Strengthened - 0.90". SG - 3/16" Heat
Strengthened)
GS :
13116' Leml IG: (1/8' Tempered Cap -114" Airspace - 3116"
Heat Strengthened - 0.90" SG -3/16' Heat Strengthened)
G6 :
13/16" LamI:IG: (118" Annealed Cep -1/4' Airspace - Wig'
Heat Strengthened - 0.90" SG - 3116" Heat Strengthened)
PRODUCT REVISED
' as i ying with the Florida
Building Code
NOA-No- 17-0411.03
Explietion Date 11/D7/2022
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BIiTYL& / SILICONE SEAL _ . ®; Lu
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:FOAMCANT. STAINLESS STEEL
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DURaS SPAC REAL® QSPACER XL >nt
TAB E3: 1,10EN$F -•.�
Part#
Description
Material
6.1
Kommerling 4SG TPS Spacer System
See this,
Sheet for
62
cluanex Super Spacer nXr with Hot Melt Butyl
63 .
Duanex Duraseal Spacer
Materials
64 .,
Cardinal)L Edge Spacer
No:58T05
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�! RevheABy: Data: CHANGED ANCHOR �p1fp 30r m tD
JR 03/27/17 QUANrmes J.ROSOWSKI 20" io9
0 5.
�G�•, ••••., .'q�)y Rav/ead 8y. Dore: Revision: Drown Date: T 6m91;0
o w p 05/05112 C
En Z Z ' O ~�' c n' < - ® Daeerlptiorr y u em
p. � .. o �'z orD�cHno�ocr:owve ANCHOR QUANTITIES AND SPACING sm
%N�� (sate�oiBoo7B HORIZONTAL ROLLER WINDOW DETAILS-LM $.moo
i���/� -•..* �� covramero� �crv¢s.we.,��r Seob: SAaeL• Orasay No. W .
CERr.oFAuni.#20296. HIS-810 NTS Rar 3OF'fi MD-HR810-LA C
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CONCRETE/CMU
INSTALLATION
INSTALLATION
INSTALLATION
PERANCHGR
REQUIREMENT
OPTION 2
OPTION 4
OPTION 1
EDGE DISTANCE -
EMBEDMENT
INSTALLATION
- INSTALLATKINANCHORS
INSTALLATION
EDGE DISTANCE
ANCHORS DIRECTLY
INi'O MASONRY-
11
DIRECTLY INTO METAL
ANCHORS INTO 2X
114'MAX
10 V :
WOOD.
-
_ ' L~
' ' SHIM
..
37
.
19 -
39 48
#12 STEEL
-
.
'EMBE0. TYP, ANCHOR
MENT TYPE, EMBEDMENT
15
:44
SELF•DRIWNG
SMS (W), SEE TABLE
ANDEDGE
�7,THISSHEET. -
• DISTANCE PER
g,
33
-
SUBSTRATE. SEE
TABLE 7,THIS
-
SASH VISIBLE
��-- —<••�
LIGHT IYIDTH
OAOE APPR06'EO
1
SHEET.
EDGE
MULLION, ALUMINUM,
12 - DISTANCE
•-
'
-
56
36
STEEL FRAMING OR
[
.34 67 .
STEEL STUD..
"
t0
20. -
FOCED VISIBLE —_
lu ..
�i
EXTERIOR .
('�
52
7 2
.
36
LIGHT WIDTH
70 V
EGRESS WIDTH: (WW2.4.12)
9
EGRESSHEIGHT, (WH'-5-3/4)
BUCK WIDTH
SASH & FIXED VISIBLE LIGHT NIDTH:
-
TIP -TO iIP.WIDTH (W W)
' (WW2 - 3-7116)
NOTES:
SASH VISIBLE LIGHT HEIGHT:
1) USE ONLY
HORIZONTAL SECTION A -A
(WH - 7)
SIGH
SUBSTRATE-APPROPRIATEANCHORS
FIXED VISIBLE LIGHT HEIGHT:
BUCK
-VISIBLE '
LISTED ON TABLE OF THIS SHEET.
7
(WH - 5-5/8)
HEIGHT : '
LIGHT
FOLLOW EMSEDMENTAND EDGE:
DISTANCE LIMITS ANY INSTALLAT0N
TABLE 7:
D . HEIGHT OPTION SHOWN MAY BE USED ON ANY
THEIG HT T VISIBLE - SIDE OF THE WINDOW.
HEIGHT - LIGHT _ TRACKNIEFpHOLES
HEIGHT - (EACH 1318' X 31B") 2) ALL WOOD BUCKS LESS THAN I-12-
(4) WEEPHOLES AT THICK ARE TO BE CONSIDERED 1X
1318" AND 4" FROM INSTALLATIONS. 1X WOOD BUCKS ARE
36. 9 EACH ENO OPTIONAL LINT MAYBE INSTALLED
DIRECTLYTO SUBSTRATE.. WOOD
46 SILLADAPTER BUCKS DEPICTED AS 2X ARE 1-11T
38 yEEPHOLES THICK OR GREATER, IX AND 2X BUCKS,
17 18 (EACH 12WX71167 _ (WHEN USED,)SHALL'BE DESIGNED TO
EXTERIOR I (4)WEEPHOLES AT PROPERLY TRANSFER LOADS TGTHE
0.060• FROM EACH STRUCTURE. WOOD BUCK DESIGN .
47 EACH SI E OF REESSPONSIIBIILIITY OFSTALLATION THE ENGINEER OR
EACH SLOE OF SILL
CENTERLINE 'ARCHITECT OF RECORD. MAIGMUM.
5 SEE SHIM THICKNESS TO BE 1/4'. ...
4 DETAIL '
4
Anchor
Group
Anchor Type
Substrate
Min, Edge
Distance
Min. O.C.
Distance
M
Embedment or
Metal-Thlcknew
A
#12 Steel SMS (Or. 5), or
012 41D SS SMS,
(min, of 3 throads beyond
. metal substrate)
Southem Pine (SO - 0.55)
9116"
7/8•
1.318"
6063-IB Aluminum
318,
:9116'
0.071'• (20 GO)
ASS Steel,.
316•
Silo'
0.063"
: Or. 33 Steel -Stud :
318" '
' ' 9/16'
0.045' (18 Gay
V4' E30o UIImCon®
-
Hollow Block (ASTM CND)
1314'
6'
1-114"
Concrete (m In: 2.85 ksi) .
� .i'
4•.
l3/8"
B
W16• Elco U1VaConO
Hollow Block (ASTM C90):
3-118"
.6•
1-114'
Concmte:(min. 3.5 hall
- 1-114'
5" '
1"
114` 410 SS Elco CretoFiez®
Hollow.Block- (ASTM CW):
.2-112"
6•
1-1/4"
Concrete min. 3.35 ksi
: T
6'
1-W4"
.:IW Eke UhmCon&i .
Hollow Block (ASTM C90).
..2-112'
61.
1-1/4'
C '
6/16° Elco UltraCon®
Concrete (m In. 3.6 ksl)
1-114"
6'
1-314"
Concrete min.3.8ksi).
2-3/16"
6•
1•
114" 410 SS Elco CteteFladt
Concrete (min. 3.35 ksl)
2-112'
4•
• 1.9/4•
1X WOOD
6 1) WHERE SUBSTRATE CONDITIONS REQUIRE' ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS
-
BUCKSTRIP,
ABOVE, CHOOSE THEANCHOR GROUP O THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
A5
SEENOTE2.
THIS SHEET..
2) XLLA46HOR HEAD TYPES ARE APPLICABLE:
3) HOLLOW BLOCK INSTALLATION IS LIMIrEDTo JAMBS ONLY. -
-
\\
TT
1/4
"MAX SHIM
SILI.WF.EPHOLES
.'
(EACH 1-518'X 1f4')
(3)
-
-
`��� ON`( LYNI�i �
Re�a`d �'
Wits:
'UPDATED
<'�:
EMBEDMENT
°�a ••�,10ENS � '�-
JR :'
03/27/17
ANCHORTAMX
END.&ATSILL
CONCRETE. DETAIL A:
���
�: F •re,
-
..
CENTERLINE
_
PER ANCHOR.
6"WINDLOAD-
. P: '•,i
Revised By:
Dote:
Rcy�yt;
REQUIREP7ENr
ADAPTER
- : INSTALL WITH (4)
-_
n0A0
.
wn. petal Prop allo41e1
Fu
• SM GI.
,M24105SSMS
. =
w
110
90
114'&WIT, Eco trac"a
114. 410 S9 FEW CmteRaW
1T7
MS.?
1w
12F4
T6 um)num w
22-
10
. AWSteel
50
35
G, 33 Steal Stud
45
33
PRODUCT REVISED_
as 0
0
mptyln9 with the Florida
Buliding Colo .
NOA-No. 17-0411.03
EXPI-tion Date 11 /0112022 .
By Jam.
mia a Procluct Gontr
INSTALLATION
TYP.ANCHORTYPE, #12X3/8-SMS®314•
VERTICAL SECTION B-B EMBEDMENrnraoeoGE�
�7a ., 3j. � '
O
INSTALLATION DETAILS
J ROSOINSKI
OPTION 3
INS7ALLATION'ANCHORS
FRCM EACH END ANo
DISTANCE PER' : 1-t2. O.C.
- .,
q0-•.�!�(ORID�L••• �.`.
TECHNOLOGI<DRIVE
14.VENICE,FL 34275
•T'#•:.
Date:
. THROUGH 1X'SUCKSTRIP
-. - - TABLET THIS SHEET.
.;SS/ '�t��?�`�
ONALL1111
(901 418o-1t1o0
'HORIZONTAL ROLLER WINDOW DETAILS - LM
05/05/12
INTCWASONRY.
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caa+wor o Aa�— tam
5'e1ea/41edaL
Scdlc
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DraXing K.
Rat:
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A LYNN 14LLER PE
P.I=_tl5a7os
CL32T.OAlTTH.#2929B
HR-810
NTS
4 OF 6
MD-HR810-LA
C.
'ASSEMBLY DETAILS
PRODUCT REVISED.
ALL DETAILS SHOWN FROM THE INTERIOR
41 42.
as compl7dng with the Florida
Buiiding to 0
N04-No. 17-0411'.03
FRAME.
LJ- .
0
41 42 :
s
.Expiration Da 11101,12022
BY
CORNERS
41 42
20
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28
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41 42
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e
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LINE
OFWIN
OF WINDOW :
WEEPHDLE DETAILS
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5
SHOWN WITHOUT
WEEPHOLE COVERS.
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180,330
.250'
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...
. �
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Q.SILL ADAPTER
�.._:3.14• .--.�
--►� . 7.200•
. _ -
O SILL
.. ..
2-1/4•FROM
'' .'W`
'•, SATE 0F'
. SASH SIDE ONLY
3 WEEPHOLES.IN EACH
CENTERLINE 3 WEEPHOLES IN ' EACH END OF
'EXTRUSION
��.(� <(/
%i�'••�„20RIDA,•i'G\i��
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SILL ADAPTER
OF WWDOW EACH
SILL
s `�
-
P.Ex Sam
Item
.Dwg.#
Description
Mat.
1
4102
Frame Read
60634A um.
2
4002
Frame Jamb
6003-T6 Alum.
3
' 4136
Frame Sill
6063-T6 Alum.
4
4137
S01 Adaptor
6063•T6 Alum.
5 -
-' 4146
RofferTrack
6063=TB Alum.
6,
4125
Windload Adaptor, 6'
6063•T6 Alum.
7
4110
: Screen Adaptor.
6083•TS Alum.
B
4054 :
Fixed Meeting Rail
6063HS-T6 Alum.
9
4105
Sash Top/Bottom Rail:
606YM Alum. '
10
4006
Sash Meeting Rail
.80e3-T6 Alum.
11
1 4126
Sash Side Rail
6063-T5 Alum:
12'
4025
Anlf4ift Clip
6063•T5Alum.
14
- 4143
1 Sash Stop Cover
60B3-T6 Alum.
15
4081
Installatlon:Hole Cover
6063T8 Alum.
17
.225-1
Roller Housing & Sash Guide
Vinyl
19
226
Tandem Roller Wheels, 2S tom each end of vent
Brass
19
1096
Sweep Latch
Die-cast Zinc
20
4133
Top/Bottom Rail Cover
Nylon
.23.
4080E
Mtg Ra9.Sweep Latch Plug:
Vi I Foam,
24
1298
Weep Hole Cover:
Polypropo16",
25
4150
Sash Rail -Cover Cap (1 Left & Right)
Rigid PVC
27
4151 _1
Lock Rail Cover Ca (1 Left & Right)
Rigid PVC
28.
4130
Maln.Frame Head Joint .Gasket
.Polyethylene
.29.
1626
Adhesive Open Cell Foam Pad
Foam
30
4134C
Main Freme.Sill Joint Gasket
Polyethylene
31
- 4148
Sash Interlock Gaskets A
Polyethylene
32
4147
Sash Slderall Gaskets B :
P.oryethylerle
33
. ' 4065
fir x .230' Wstp. Fin Seal '
34
1235
.170" x .270' Wstp. Fin Seal
36 ..
' 1683
.250' x .270" Wstp. Fin Seal. '
..37.
7070
Bulb Wstp ..18T x .276• ,
Flex PVC 70
:38.
1224.
Vinyl Bulb Beading Wstp.: Thin
":Flex PVC.70 .:
39:
1225 :
1 Vinyl Bulb Beading WMtp, Thick
flox PVC 70
40
#8 x 3f4" Ph. Pn. SMS'
Steel
41
1155 ,
48 x 1" Quad PrL-SMS:
Steel
- .42
1155.1
- - - #8 x 1" Sq. Pn. Twin Fast SMS
. ' 410 S. S.
43'
1179
#10 x' 3/4• Ph. Pn. SMS; @10314' O.C, & SW torn ends
18-t1 S. S.
44
• - 1016
#8 x 511V Ph. Fl. SMS - -
: Steel:
45
012 x 318' Ph. PD, SMS; @314" & 1-V2" O.C.:
Steel:
46
- 42653
Mono Setting Block 3f3T x 1W x 1"
EPDM, 85 Dum.
47
17-15
.Lami.IG Setting Block 1/8' x 3/4" x 1-1114:
EPDM, 85 Dum.
48
4222A
7/16' Lami Glaz: Bead
6063-T5 Alum.
49
985C
•7116" Lemi Grid Glaz. Bead
6063-T5 Alum.
:50:
4067B
131.16' Laml IG Glaz: Bead 7
6063-T5 AIum.
52
1014F
Screen Frame
3105-1-114Alum.
.63
1630
Screen Comer K with Rings
Polypropolene
54
1831
Screen Comer K
.'Polypropolans
55.
320B
. Screen Spring
: Stainless Steel
.56
1624 -
-ScreenSpline -.IW
EM. PVC
57
Screen Cloth
Fberglass
60
Dow791, 899 or GE 7700 Backbeddi
Silicone
10
4063
Meeting Rail Reinforcement Tube
6081--TB Alum.
4064'
Meeting Rail Reinforcement Tube End Cap .
polypropolene
72 1
947 1
Hole PIu.Q
Polypropolem
3452
. 1,373' ..iI .062 1.454- II{�Iy
--rr--'-• 1.273' " " " 2.7a4' �' 3.090 I 1 .721 ,112•
.137
�- 2.710' 2,710' .0e2 .062 J
SILL ROLLER TRACK
WINDLOAD
O' #4�102 6089T6 O'f14002 6063-T8 :' O94136, 06 T6 O:#4137,6063•T6 04146,UW3-T6K O#41 ADAPTER6063.1'6
as2 ,
1.11T 062"
..� .. � .osr � .. � -�
l:. I 2sm ..
/7.342• 1.183" . 2279'! 2� .
.os2 IZ�I �.1er � T �. 1.34s" �o6r �I
.04p• -� 1.348' .490' \
3sr t4D3'
►{1.081•'�,,,F_ -►•I .1281• . .l 1.451•..
. FU(ED SASH TOP &
SCREEN ADAPTER :MEETING RAIL' . BOTTOM RAIL SASH MTG. RAIL . SASH SIDE RAIL . ANTI-UFT.CLIP
. o ,0 12
#4110, 8063 T6 #4054; 6063HS-T8 iW105; 6083•T8 #4006, 6063-T6 94128, 6063-TS 94025; 6063-T5
1.osz•
1.sa9
.99 q;,.7I050 .0L .050'
SASH STOP INSTALLATION GLAZING GLAZING GLAZING
COVER: HOLE COVER BEAD 7/16' BEAD, 7/16" BEAD.13116" IG
14 94143, 6063,T6 15 #4081; 6063-T6 48 .#4222, 6063-T5 49 #985, 6063-T5 �� #4067, 6063-TS
(USED W/ GRILL KIT)
IC��I�..IiI 1.500":
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MEETING RAIL
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DREINF. TUBE
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10707ECHNOLOGYDRIVE
N. VEMCE; FL 34275
;IW083, 6061-T8.:
.94063
�iSS G .`
(941}480-1600
ALVNN �tn�r=17, P.E.
P.srssras
CERT.OFAl1TH M9296
PRODUCT REVISED
as comp)yyIng with the Florida
oullding Coda:
N0A-No. 17-0411.03
,bed 9Y oatr ADDED Expiration onto �11/01/20-22
JR 03I27I17 BACKBEDDINO R.
rcrlpNon: Drawn aY "
DM AND EXTRUSIONS J ROSOWSKI
r:. oaa:
ORIZONTAL ROLLER WINDOW DETAILS - LM 05/05/12
;:VW.dd- Scale SAmt: dawinp Ho. Ran.
HR-810 NTS 6 OF 6 MD-HR810-LA J.
-C
SCANNED i
By
St Lucie caunv
M IAM I-VADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SH-700" Aluminum Single Hung Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1
through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, 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.
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 NOA# 16-0714.06 and consists of this page 1 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.
F I 1b."A E
Q0AQPY.17-0630.08
MIAMI DARE COUNTY t Expiration Date: March 26, 2021 1
Approval Date: November 30, 2017
Page 1
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07 0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact'', sheets 1 through
11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, DuraseO spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No.16-0714.06)
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, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 07-0322.06)
3. Test reports on: 1) Air Infiltration 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
Manuel er P.E.
Product Contro Ex finer
NOA No. -0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E - 1
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
TESTS 1commuED1
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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 05-1018.01
5. 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 single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
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
A) Small 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, TAS 202-94
along with marked -up drawings and installation diagram of an `aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E. -
(Submitted under NOA No. 05-1018.01)
7. 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
Manfiel ere P.E.
Product Contr 1 Exa finer
NOA No. 7- 30.08 '
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-2
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC 61h Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
2. 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.
STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC
61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-032Z 06)
4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648,
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0714.06)
OTHERS
1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
anu z, P.E.
Product CorolEaminer
0630.08NOA Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN V
1. GLAZING OPTIONS.: (SEE DETAILS ON SHEET 2)
A. 5/16" LAM[ CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TRO:
OR .090" SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STF
.090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTEF
C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTEF:
D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TR(
OR .090" SAFLEX ° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT
.090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTEF
F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KL
OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTI
.090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX` PVB INTEF
H. 13/16" LAM[ IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSIST[
OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL® PVB (BY KURAR)
OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
I. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAM[ CONSISTI�
WITH A .090" KURARAY TROSIFOL 0 -PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° P\
J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTII
.090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTEI
K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTI
OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL PVB (BY KURAR
OR .090" SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTII
WITH A .090" KURARAY TROSIFO PL�VE; (BY KURARAY AMERICA, INC.) OR .090" SAFLEX` P\
M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSIST[['
.090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX! PVB INTEF
2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130(
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS I
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTI- 4649, FTI- 4650, FT
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF Th
HURRICANE ZONE (HVHZ).
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GL.AZING'O!PTIONS
l
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)480-1600
®vadBY DM CERT. OF ALITH. #29296
JR O&W17 G I UPDATED ANCHORAGE TO FBC 2017.
17
mwnSy: D� Chad®da • -Dab: PG� INDUSTRIES,
F.K. 91MV5! J.J. 22W7 ALL RIGHTS RESERVED
1
46
38
1/2" NOM.
GLASS BITE
--/]III u I
- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER
- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS
5116" NOM.
5/16" LAMINATED GLASS 80,81 or 82 7/16" LAPI
71-74
.1/2" NOM.
GLASS BITE
70 I
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
5116" LAMINATED
AIR SPACE
1/8" ANNEALED OR TEMPERED GLASS
13/16" NOM.
13/16" LAMI IG GLASS W/ 5/16" LAME 86,87,88 or 92 13/16" LAMI IG
ALI
SILICONE HOT MELT BUM REI
STRUCTURAL
STRUCTURAL SILICONE 5/16"
POLYISOBUTYLENE
WITH DESICCANT
EXT. GLASS —v
1/4" NOM. FOAM
WITH
DESICCANT
EXT.GLASS__v
<� \-INT. GLASS
KODISPACE
7, 4SG TPS
�3/16
NOM. BUTYL &
DESICCANT
FOAM
EXT. GLASS- \
<� \--INT. GLASS
SUPER
72 OMAr c=WKIVTTM
JRI 06Wf7 1 G I NO CHANGES THIS SHEET.
Drawn By: ' Dhe i. Da9q:
F.IG 911105 J.J. 223107
73 DURASEAL
SPACER
i
1070 TECHNOLOGY DRIVE
N. VENICE, FL34275
(941) 480-1600 `
CERT. OF AUTH. Q9296
COPYRIGHT02017
PGT INDUSTRIES. INC.
ALL RIGHTS RESERVED
IM FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 63" 66" 68" 70"
48"
A,B,M
+80.0
-80.0
1
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+8(
Sall
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+8(
6210
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+7E
53 118"
A,B,M
+80.0
-80.0
+80.0
-80.0
1 +79.6
-79.6
1 +78.2
' -78.2
+7(
UP TO 53 118"
C, D, E, F, G, H, I, J, K, L
+80.0
1 -80.0 f
+80.0
-80.0
1 +80.0
-80.0
1 +80.0
-80.0
1 +8(
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH S
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 318" 44" 50 6/8" 63"
a"
A,B,M
,+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+7(
50"
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+79.9
-79.9
+7(
52"
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+76.9
-76.9
+7(
53 1/8"
A,B,M
+80.0
-80.0
-+80.0
-80.0
+80.0
-80.0
+75.0
-75.0
+6i
UP TO 53 1/8"
C,D,E,F,G,H,I,J,K,L
+80.0
1 -80.0
1 +80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+7(
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SA
WIDTH I GLASS TYPE 1 17 1/8" 1 2211116" 1 28 3116" 1 33 3/4" 39 5/16"
53 118" 1 D, E, F, J, K, 0,C +80. 0 -60.0 1 +80.0 1 -80.0 1 +80.0 -80.0 1 +80.0
GLASS TYPES:
TEST REPO
A. 5/16" LAMI - (118"A,.090,1/8"A)
FTL-4647, 4
B. 5/16" LAMI - (1/8"A,.090,1/8"HS)
FTL-4647, 4
C. 5/16" LAMI - (1/8"HS,.090,1/8"HS)
FTL-4647, 4
D. 1/16" LAMI - (3/16"A,.090, 3/16"A)
FTL-4645, 4
E. 7/16" LAMI - (3/16"A,.090, 3/16"HS)
FTL-4645
F. 7/16" LAMI - (3/16"HS,.090, 3/16"HS)
FTL-4645
G. 13116" LAMI IG -1/8" T, AIR SPACE, 5116" LAMI - (1/8"A,.090,1/8"A)
FTL- 4646, 4
H. 13116" LAMI IG - 1/8" T, AIR SPACE, 5116"
LAMI - (1/8"A,.090,1/8"HS)
FTL-4646
I. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16"
LAMI - (1/8"HS,.090,1/8"HS)
FTL-4646
J. 13/16" LAM) IG - 1/8" T, AIR SPACE, 7/16"
LAMI - (3/16A,.090, 3/16"A)
FTL-4649, 4
K. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16"
LAMI - (3/16"A,.090, 3116"HS)
FTL-4649, 4
L. 13/16" LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS)
FTL- 4649, 4
M. 13116" LAMI IG-1/8"A, AIR SPACE, 5/16"
LAMI - (1/8"A,.090, 1/8"A)
FTL-5063
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE C
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTIP
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMU
4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY
5. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 1070 TECHNOLOGY DRIVE
LIMITATIONS. I N. VENICE, FL34275
JR 1 06106117 1 G
F.K. 1 911105
NO CHANGES THIS SHEET.
Data:
2/23107
(941) 480-1600
CERT. OF ALITH. #29296
COPYRIGHT ®2017 - L
PGT INDUSTRIES, INC.
ALL RIGHTS RESERVED
531/8" MAX. FLANGED WIDTH
52 1/8" MAX .1.F. WIDTH
49 5/S" MAX FIXED
I �
kf DLO (ALL) D
j 75" MAX.
SEE DLO O j D HEIGHT SEE DLO
A /
TABLE TABLE O
76" MAX.
TABLE
HEIGHT
38 7/16" I
SEE DLO
TABLE
X
j
MAX
SASH
(MAX.)
L
HEIGHT
P,
48 1 /4" MAX.
VENT DLO (ALL)
DETAIL A
I I
SEE DLO
TAiLE O
75" MAX.
I.F.
HEIGHT
76" MAX.
FLANGED
HEIGHT
SEEID�I X
TABLE
1
DETAIL B
VIEW (STANDARI
SEE DLO
TABLE O j
SEE DLO TABLE X / I SASH SEE DLO TABLE X j
/ HEIGHT
B
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSI
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER T
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600 j
I
RmdBy. Date: Rawab= CERT. OF AUTH. #29296
JR 06106117 1 G NO CHANGES THIS SHEET
COPYRIGHTowl?
Drawn 8y. Dam Cfu cked B . Date: PGT INDUSTRIES, INC.
F.K. 9/4/05 J.J. 2123107 ALL RIGHTS RESERVED
MAX.
FIXED
LITE
DAYLIGHT
OPENING
MAX.
HEIGHT
j� 2.784"
INSIDE
T sOR17
2.330"
5Z (LOW SILL)
SEE NOTE ABOVE
U LTRALI FT
ONLY
SECTION B-B
(LOW SILL SHOWN)
ivadBy: Dats. - RavWo=
JR 06106117 G NO CHANGES THIS SHEET.
rawnBY.' Date: 111B . Date:
F.K 9/1/05 J.J. Z23/07
NOTE: I
OPTIOt
INTEI
ALTERNATE
070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600 ,
CERT. OF AUTH. #29296
COPYRIGHT02017
PGT INDUSTRIES, INC.
ALL RIGHTS RESERVED
ITEM
DWG.#
DESCRIPTION
PGT#
1
4002A
FLANGE FRAME HEAD
612225
2
1155
#8 X 1.000 QUAD PN. SMS
781 PQA
3
4003C
FLANGE FRAME SILL (LOW SILL)
612226
5
1626
ADHESIVE OPEN CELL FOAM PAD
7PAD1626
6
4004
FLANGE FRAME JAMB
612227
7
4025
SASH STOP
612244
8
4025
SASH STOP (EGRESS) 1.125 LONG
612244
9
4029
SPIRAL BALANCE, 3/8", 5/8", OR 11/16"
10
1080
BALANCE COVER, 318" OR 5/8"
6BALCVR916
11
#8 X.750 PH. PN. SMS
7834AA
12
BALANCE BOTTOM BRACKET
7BALTBKT
13
1085/1086
SASH TOP GUIDE
42504
15
#8 X1 PHILLIPS FLATHEAD S. STL
78X1 FPAX
16
1080-1
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6BALCVR670
17
4053
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64053
18
4029-1
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19
#8-32 X 1/2" LG. PH.'FH. TYPE F S. STL
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21
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23
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7858
28
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612230
30
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31
4008
SASH SIDE RAIL
612231
34
1268
SASH FACE GUIDE
42501
35
1622
LAMI SETTING BLOCK 3/32" X 25/64" X 1"
71622K
36
1052
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71052K
37
1224
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6TP247W,K
38
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6TP248K
41
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42
4044B
GLAZING.BEAD, 5/16 LAMI W/GRILL KIT
644703
44
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GLAZING BEAD, 7/16" LAMI
64222
45
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6985
46
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64067
47
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64071
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64072
49
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64073
50
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64074
52
4009
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164009
53
1088
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7SPRNG
54
2740
SILL LATCH (EGRESS) (HIGH SILL)
62740
55
1014
SCREEN FRAME (HOR. & VER.)
61014
56
1630
SCREEN CORNER KEY W/RINGS
71630
57
1631
SCREEN CORNER KEY W/OUT RINGS
71631
58
1073
SCREEN SPRING
7CASP
59
1624
SCREEN SPLINE-.135 DIA. FOAM
61624K
JR 1 06106117 1 G I NO CHANGES THIS SHEET:
911106
)70 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT. OF AUTH. #29296
COPYRIGHT02017
PGT INDUSTRIES, INC.
ALL RIGHTS RESERVED
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911105
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070 TECHNOLOGY DRIVI
N. VENICE, FL 34275
(941) 480-1600
CERT. OF AUTH. #29296
i
COPYRIGHT C 2D17
PGT INDUSTRIES, INC.
ALL RIGHTS RESERVED
ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS
WINDOW HEIGHT
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214,213,
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44.000
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212
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212
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3
1070 TECHNOLOGY ERNE
N. VENICE, FL 34275
(941) 480-1600
CERT. OF AUTH. #29296
COPYRfGHT02017
PGTINDUSTRIES.INC..
ALL RIGHTS RESERVED
Revadw.
JR
Date:
06106117
Revlekxes:
G
NO CHANGES THIS SHEET
Dmm W.
F.K
Da6e
7129105
Checked
J.J.
. Data:
M3(07
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS
WINDOW HEIGHT
SUBSTRATE"_,,,29.655 37.155 44.655 52.155 59.655
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S
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600 ,
Ravad5 .' Data. Rerfalor{a CERT. OF AUTH. #29296
A 06/0M7 G NO CHANGES THIS SHEET. COPYRIGHT02017 .
Drawn By: Dam; Chadmd.B Dam: PGT INDUSTRIES, INC.
F.K. 7129105 J.J. 212S(07 All RIGHTS RESERVED
ANCHOR QUANTITIES
ABOVE MEETING RAIL HEAD & JAMBS), CUSTOM FLANGED WIND
WINDOW HEIGHT
MINUS SASH HEIGHT FRC
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40.000
PSF
79
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.... .......
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44.000
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71
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1
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1
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2
2
3
4
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLAN(
SASH HEIGHT
SUBSTRATE: 12.776 15.776 18.776 21.776 24.776
ANCHOR TYPE. 13 0
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24.000
2
1
1
2
1
2
2
1 2
2
2
1 2
2
2
2
2
32.000
2
1
2
2
2
2
3
1 2
2
3
2
3
3
2
3
79
37.000
2
1
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3
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3
3
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74
40.000
2
2
2
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44.000
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2
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48.000
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7 53.125
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1 3
1 4
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
Read By.- Dam.- Revisions: CERT. OF AUTH. #29296
JR 06106117 G NO CHANGES THIS SHEET
COPIRIGHTt92a17 ,
Dlawn Byr Dam; Cheeked 8 . pate: PGT INDUSTPoES.INC.'
F.K. 7129105 J.J. 2a3107 ALL RIGHTS RESERVED
1-3/4" MIN. EDGE
(ULTRACON ANCHOR)
2-1/2" MIN. EDGE
(CRETEFLEX ANCHOR)
3.35 KSI MIN.
CONCRETE \'
OPTIONAL ix
WOOD BUCK
(SEE NOTE 3)
1-1/4" MIN. EDGE (CMU)
1-314" MIN. EDGE (CONC.)
1/4" MAX. SHIM I �-
EXTERIOR INTERIOR
(ALL HEAD AND SILL DETAILS)
CONCRETE ANCHOR
(SEE NOTE 1 & 3) 2x WOOD BUCK
(SEE NOTE 3)
• , • 1 3/4" MIN.
1/4"
MAX.
SHIM
WOOD AN
(SEE NOTI
DETAIL A DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
1-3/4" MIN. EDGE (ULTRACON INTO GONG)
2-1/2" MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLE
CONCRETE ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2)
1 3/8"
MIN.
1/4" MAX. SHIM I
Illlllv!!Il
3.35 KSI MIN. CONCRETE
• -- OR 1.5 KSI MIN. CMU
1x BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 31
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4" 5/8" MIN. ED
2-1/2" EMBEDMENT MAX.
SHIM
WOOD FRAME
Rr T —:9n-l: —=
71� I
i 1 I 2-1/2" EMBEDMENT
.131" DIA. MIN.
x 2 1/2" NAIL, _
AT CORNERS (nn.
AND 5" O.C. 1 5/8" MIN. EDGE
131" DIA. MIN.
1/4" x 2 1/2" NAIL,
MAX. J AT CORNERS
SHIM AND 5" O.C.
DETAIL F, (HEAD) DETAIL E, (J/
TYPICAL INTEGRAL FIN M
1D70 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
and Br Date., Rovmfo= CERT. OF ALITH. #2929B
JR 06106117 G REVISED TO MATCH NEW2017FBCANCHORAGE. coPYRlarlr®zon j
M mBy. Datw Checked13• Date: PGTINDUSTRIES,INC.
F Ic 911105 1.1. 2a3107 ALL RIGHTS RESERVED
SCANNED
MiAMI•D1ADE I BY MIAMI DADE COUNTY, FLORIDA
M �, Lucia Con* 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.aov/economy
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—
Product Control Section. to be used in Miami —Dade County and 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 "FD-750" Outswing Aluminum French Door w/ Sidelites — L.M.I.
APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact",
sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product: Control Section
Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County
Product Control Section.
MISSELE 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 NOA No. 16-0629.16 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P. E.
NOA No. 17-0504.04
Expiration Date: February 24, 2020
E fZq! r J Approval Date: December 07, 2017
Page 1
L km_—` C'
:�
I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 09-1028.10)
2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1
through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, 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) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No.16-0629.16)
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) 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 using a low sill threshold, glazed with 7/16" laminated glass, prepared by
Fenestration Testing Laboratory, Inc., Test Report No. FTL 5941, dated 05/20/09,
signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under previous NOA No. 091028.10)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum doors of
OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
E-1
Jorge M. Plasencia, P. E.
Pro uct Control Unit Supervisor
NOA No. 17-0504.04
Expiration Date: February 24, 2020
Approval Date: December 07, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
B. TESTS (coniNL'ED)
4. 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
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 doors of
OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
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
along with marked —up drawings and installation diagram of an aluminum doors of
OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed
by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03)
6. 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 doors of
XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4529, dated 02/14/05, FTL--4530, dated 02/14/05, FTL-4311, dated
09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
7. 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 an aluminum outswing
French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03) ,
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 61h Edition (2017), prepared by manufacturer, dated
11/22/17, signed and sealed by A. Lynn Miller, P. E.
2. Glazing complies with ASTM E1300-04/ 09
rge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 17-0504.04
Expiration Date: February 24, 2020
Approval Date: December 07, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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. 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.
3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on
04/14/18.
F. STATEMENTS
1. Statement letter of conformance with FBC 511 Edition (2014) and FBC Wh Edition
(2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller,
P. E.
2. Statement letter of no financial interest, issued by manufacturer, dated 04/28/17,
signed and sealed by A. Lynn Miller, P. E.
3. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
(Submitted under previous NOA No.16-0629.16)
4. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
5. Laboratory compliance letter for Test Report No. FTL 5941, issued by Fenestration
Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under previous NOA No. 09-1028.10)
6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq
Chanda, P. E.
(Submitted under previous NOA No. 09-1028.10)
7. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06,
FTL-4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL--4315, dated 09/13/04,
FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04
and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all
signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No.17-0504.04
Expiration Date: February 24, 2020
Approval Date: December 07, 2017
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Notice of Acceptance No. 16-0629.16, issued to PGT Industries for their Series "FD-
750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 07/28/16
and expiring on 02/24/20.
orge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 17-0504.04
Expiration Date: February 24, 2020
Approval Date: December 07, 2017
E-4
SERIES 750 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE
1. GLAZING OPTIONS:
A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16- ANNEALED GLASS AND (1) LITE OF 3116" HEAT
STRENGTHENED GLASS WITH AN .090' PVB INTERLAYER
B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090- PVB
INTERLAYER
C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16- ANNEALED GLASS AND (1) LITE OF 3/16" HEAT
STRENGTHENED GLASS WITH AN .075" INTERLAYER.
D. 7116' LAMI CONSISTING OF (2) LITES OF 3116- HEAT STRENGTHENED GLASS WITH AN .075'
INTERLAYER
E. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE,1/4- AIR SPACE AND
(t) 7/16- LAMI GLASS ASSEMBLY INSIDE (3/16-A,.090- PVB, 3/1(" HS).
F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3116- TEMPERED GLASS OUTSIDE,1/4' AIR SPACE AND
(1) 7116" LAME GLASS ASSEMBLY INSIDE (3/16' HS,.090' PVB, 3/16- HS).
G. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF3116' TEMPERED GLASS OUTSIDE,1/4" AIR SPACE AND
(1) 7/16- LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075- INTERLAYER, 3/16" HST
H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND
(1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3116- HS,.075' INTERLAYER, 3116. HS).
2. DESIGN PRESSURES: TABLE 1, SHEET 3.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300,
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
DESIGN PRESSURE RATING I PACT RATING
SEE TABLE 1 ON SHEET 3 RA1T - FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
Anchor
Anchor Type
Frame
Substrate
Mln. Edge
g
Gbn,
Ernbedment or
Group
Member
Cn'
Metal Thickness
A
tee
it
Sau emPr� G=0.55)
1
MY
All
606345 Aiuminum
3/8"
1/8.
(Gc 5)
8
/ Eloo
oncialmin. .s
2
1 "
Jamb
Hollow Black (ASTM C90)
2"
14,4'
UIIraCon®
V4- 410 SS Elco
All
Concrete (min. 3.35 KSJJ
1
1'til "
C
Cn teFtmc®
Jamb
Hollow Block (ASTM C90)
1 3!4"'
1-114"
AL
Seuthem Pine (SG = 0.551
1"
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS
ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
2) ALL ANCHOR HEAD TYOES ARE APPLICABLE.
3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE.
3. CONFIGURATIONS: X, O X�X XO, XXX XXO, OXX, OXO. X)00(, )=O, � OR OXXO WHERE 0 REPRESENTS EITHERTHE NARROW JAMB OR
FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE
STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X XX, ANU O UNITS TO MAKE THE ABOVE
CONFIGURATIONS.
4. ANCHORAGE: THE 331i3%a STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE
SHEETS 10 THRU 12.
5. SHUTTERS ARE NOT REQUIRED
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM
SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT.
7. REFERENCES: TEST REPORTS: FTL-4311. FTL-4312, FTL-4316, FTL-4527, FTL-4528, FTL-4529, FTL-4530, FTL-4921 AND FTL-5941.
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ADM ALUMINUM DESIGN MANUAL
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE (HVHZ).
GENERAL NOTES ............
1
CONFIGURATIONS ...........
1
GLAZING DETAILS ...........
2
DESIGN PRESSURES......
3
ELEVATIONS .................. .
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS...........
6
PARTS LIST ......................
7
EXTRUSIONS_ ................
8-9
ANCHORAGE ....................10-12
Matsrlal
Min. Fe
Min. F
Steel Screw
92 ksl
120 ksi
EICO Ultracons
155 ksi
177 ksl
410 SS EICo CreteFlex®
127.4 ksl
189.7 ksi
6083-T5 Aluminum
16 ksi
22 ksl
iat/ao.rwo
CEIMCFAUnLAMM
CODES I STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), STH EDITION
�2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
-ASTM E1300-09
-ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2015
.AISI S100-12
•AISC 380-10
"PVB' = .090" TROSIFOL® PV13 BY KURARAYAMERICA. INC. OR
SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.;
VANCEVA BY EASTMAN CHEMICAL CO.
3ENERAL NOTES AND DRAWING MAP
ILUM. FRENCH DOOR & SIDE LITES, IMPACT
FD= 7F —f 112 ��800t}11 [3
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Na. 17-0504.04
Expiration Data 0 4/2020
By
Mianfl-vacl!'Prbouct Control
* ; No. 58705
o ti TE0
A. LYNN MILLER P.E.
FL P.E.# 68705
7/15" NOM. 7/16" NOM.
f WW
ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
.090'PVBINTERLAYER .075'VANCEVAINTERLAYER
3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS
91 OR 92 _ 93 OR 94
6/8" GLASS
BITE
5/8' GLASS
B ITE
EXTERIOR INTERIOR EXTERIOR INTERIOR
GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK
7/16" LAMI GLASS W/ PVB INTERLAYER 7/16" LAM] GLASS W/ VANCEVA INTERLAYER
---I 7/8" NOM. F-- —►I 7/8" NOM. F --
3/16" TEMPERED GLASS
AIRSPACE
3/16" ANNEALED OR HEAT
STRENGTHENED GLASS
.090' PVB INTERLAYER
311 WHEAT STRENGTHENED GLASS
95 OR 96
5/8" GLASS
BITE
EXTERIOR INTERIOR
GLAZING DETAIL SETTING BLOCK
7/8" LAMI I.G. GLASS W/ PVB INTERLAYER
"PVB' = .090' TROSIFOLO PVB BY KURARAY AMERICA, INC. OR .090'
SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; I' VANCEVA BY EASTMAN CHEMICAL CO.
3/1(r TEMPERED GLASS
AIR SPACE
3/16' ANNEALED OR HEAT
STRENGTHENED GLASS
075 VANCEVA INTERLAYER
3116" HEAT STRENGTHENED GLASS
97 OR 98
5/8' GLASS
SITE
EXTERIOR I I N I INTERIOR
GLAZING DETAIL SETTING BLOCK
7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER
At vmm R 3r775 U1,9Z11YU Litz I AIL,
m1)4841880
cimr.Ol'um #Am ALUM FRENCH DOOR & SIDE LITES,1,
emmuxre�n L?nq "«.w,.ac arx srs arru.
° FD7W FU 2 - 12 8000.11
PRODUCT REVISED
ae complying with the Florida
Bullding Code
NOA-No. 1 7-0504.04
Expiration Date 02/2412020
By
Mlam a roduct Control
`%���N C SN:?/� rrrr
�, .. No. 58705
sr
rr'Z,YONAL E�G``•
l/111111j1\
A LYNN MILLER, P.E.
FL P.E.# 58705
Table 1. Mabmum Desian Pressures (Dal)
Configuration
Width (in)
Allowed
Glass
Types
Height on)
79 XV (66)
o
83 3/4" (7 )
87 314"
91 3/4^
95 3/ 4�� (gD)
French
X
37" DO)A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
400.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Door
XX
71 3/4" (60)
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Full
Jamb
3611./i6"
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Sidelite
Narrow
Jamb
3011/16"
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
400.0
+100.0
-100.0
+100.0
-100.0
3311/16"
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+97.4
-97.4
36 11/16"
A, B. E, F
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+99.9
-99.9
+95.3 1
-0.3
+91.4
-91.4
+87.9
-87.9
D,H
+100.0
-100.0
+100.0 1
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
A - 7/16- LAME (3/16"A,.090 PVB, 3116"HS)
FTL-4311, 4312, 4315
B - 7/16- LAW (3/16'HS,.090 PVB, 3/16"HS)
UPGRADE FTL-4311, 4312, 4315
C - 7/16" LAMI (3/16 A..075 VANCEVA, 3/16"HS)
FTLAS27, 4528, 4529, 4530
D - 711 B' LAMI (3/16'HS,.075 VANCEVA, 3/16-HS)
UPGRADE FIL•4527, 4528, 4529, 4530
E - 7/8' LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16-A,.090 PVB, 3116"HS)
F9L-4311, 4312, 4315
F - 71W" LAMI I.G. (3/16'T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS)
UPGRADE FIL-4311, 4312, 4315
G - V6" LAMI LG. (3/16"T, VV AIR SPACE, 3/16"A,.075 VANCEVA, 311UNS)
FTL4527, 4528, 4529, 4530
H - 7/8" LAMI I.G. (3/16T, 1/4" AIR SPACE, 3116'HS,.075 VANCEVA, 3/16-HS)
UPGRADE FL4527, 4528, 4529, 4530
OVERHANG
LENGTH
OVERHANG
HEIGHT
o
NOTES:
1. IF USING THE OPTIONAL LOW-PJSE SILL
(PART 10, SHEET 8 OF 12), THE
OVERHANG LENGTH MUST BE GREATER
THAN OR EOUAL TO THE OVERHANG
HEIGHT (SEE DIAGRAM). IF NOT, THE
MAXIMUM POSITIVE (+) DESIGN
PRESSURE IS LIMITED TO +50.0 PSF FOR
ALL STYLES AND SIZES OF THE DOOR
AND ANY ADJOINING SIDELITES. (REF.
FTL-5941)
2. FOR COMBINED UNITS, THE LOWEST
DESIGN PRESSURE OF THE SIDELITE AND
THE DOOR GOVERNS THE OVERALL
ASSEMBLY DESIGN PRESSURE.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0504.04
Expiration pate 02/24/2020
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NOTES:
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2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12.
3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET S.
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NoA-No. 17.0504.04
Expiration Date 02/24/2020
By
Miam' de roduct Control
`.* N0.58705 *�
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s
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Expiration Date. 1; 4 2020
By
Miam4Da rodeet Control
No. 58705
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Expiration Date 02/24/2020
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ENT pOLY1S0- DESICCANT FILL AREA
Building Code
NOA-No. 17 0504.04
BUTYLENE
SFl�I.
5/18'NINrt.
Expiration Date 24/2020
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MlamlAatl roduct Control
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FL P.E.# 58705
JAMB
ANCHORS 18.500,
HT. QTY. MAX. O.C.
95 3/4- --(5)
87 314" - (5)
83 3/4" - (5)
79 3/4" - (5) 11'
DETAIL A (CONCRETE)
(SINGLE PANEL)
ANCHOR TYPES:
BORC
11'
10,571'
MAX.
JAMB
ANCHORS
HT. QTY.
953/4'-(8)
91 3/4' - (8)
87 3/4' - (8)
83 314' - (7)
793/4'-(7) 11°
DETAIL B (WOOD/ALUM.)
(SINGLE PANEL)
ANCHOR TYPES:
C OR A
ANCHORAGE SPACING REQUIREMENTS:
H
3" MIN. AHEAD & SIL
TYP. ANCHOR
CLUSTER
(TYPICAL)
SEE NOTE
JAMB
ANCHORS
HT. OTY,
95 3/4' - (5)
91 3/4' - (5)
87 3/4" - (5)
83 314" - (5)
79 3/4" - (5)
/ DETAIL C (CONCRETE)
(2 OR MORE PANELS)
ANCHOR TYPES:
BORC
SEE NOTE 4 REGARDING
APPLICABLITY OF CIRCLED
ANCHOR LOCATIONS
12"
- 3°
�1
11" l' MIN.
HEAD & SILL
TYP.
ANCHOR
CLUSTER
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SEE NOTE 5
JAMB
18,500"
ANCHORS
MAX. O.C.
Hr. QTY.
(2) EQ.
(3) EQ.
95 3/4- - (8)
91 3!4' - (8)
SP. TYP.
SP. TYP.
87 3/4' - (8)
83 3/4' - (7)
ISEE
NOTE 6 DETAIL D (WOOD/ALUM.)
REGARDING (2
OR MORE PANELS)
AP F CIRCLED
OF CIRCLED
ANCHOR TYPES:
ANCHOR
C OR A
LOCATIONS
1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D
ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL
INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS.
2. ANCHOR TYPES: ANCHOR TYPES: SEE TABLE A, SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS.
3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B. WOODIALUM. SUBSTRATE)
HEAD AND SILL ......6' MAX FROM FRAME CORNERS.
JAMBS ..................... l l' MAX FROM FRAME CORNERS, 18.500° MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571- MAX. O.C. WOOD SUBSTRATE (DETAIL B).
4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE)
HEAD AND SILL: 6" MAX FROM FRAME CORNERS IF PANEL WIDTH IS 15' OR GREATER AND
AT 3-, 6" AND 9- MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 6).
JAMBS: 1l' MAX FROM FRAME CORNERS AND 18.500' MAX O.0
5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD/ALUM. SUBSTRATE)
HEAD AND SILL: 6' MAX FROM FRAME CORNERS AND
AT 3', 6-, 9' AND 12' MAX. ON EACH SIDE OFASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8).
CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27-3/4'.
JAMBS: 11' MAX FROM FRAME CORNERS AND 10.571' MAX O.0
M Va= Fl. 341M
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CERT. OFAM AM=
FW.W 1 114 1 10 a 12 1 WOO-11
11'
10,671"
MAX.
T
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Ma. 17-0504.04
Expiration Date 02/24/2020
By
Miami -Dad rroduct Control
"01" LYN/y
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TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
1/4'
MAX
S1
( METAL SUBSTRATE 1 t
PERANCHOR J-2
REQUIREMENT
EDGE DISTANCE
1/8' MIN. EMBEDMENT (METAL THICKNESS)
TYPICAL SIDE LITE SILL
(DIRECT TO METAL)
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
1/4' MAX
NOTE 3
S -
11W MIN. EMBEDMENT (METAL THICKNESS)
EDGE DISTANCE —F 114.
METAL SUBSTRATE
PER ANCHOR MAX.X
SHIM
REQUIREMENT 1
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
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OPTIONAL
8'
SEE TABLE A, SHEET 1.
1/4' MAX
GROUT
SEE
NOTES
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
1W MAX
GROUT
SEE
NOTE 3 ]Fr
2X WOOD
ANCRETE/CMU µ, EMBEDMENT -BUCKS TRIPOR
PERANCHOR EMBEDMENT
FRAMING, SEE
REQUIREMENT NOTE !-THIS SHEET
EDGE DISTANCE f+ EDGE DISTANCEN—
TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL
(DIRECT TO CONCRETE) (DIRECT TO WOOD)
EXTERIOR INTERIOR
(ALL HEAD & SILL SECTIONS)
1X WOOD EDGE DISTANCE �-
BUCKSTRIP, SEE
EDGE DISTANCE NOTE 1, THIS ; CONCRETEICMU .;. r ;
SET PER ANCHOR
CONCRETE/CMU ;:,:=..;Y; .' REQUIREMENT
PER ANCHOR ;. 1/4° i=",:
MAX* •:''.
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1 _ •4'. J
OPTIONAL
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SEE
-UGE DISTANCE --I I —
TYPICAL SIDE LITE SILL
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EMBEDMENT
1W
MAX.
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2X WOOD BUCKSTRIP OR FRAMING,
SEE NOTE 1, THIS SHEET
EDGE DISTANCE --►j 1--
J
SHIM
TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHORTYPE, TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE. DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE,
SEE TABLE P. SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1.
TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD
(DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) (DIRECT TO WOOD)
NOTES:
1. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1-1/2" THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2x ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ�
2 FOR ATTACHMENT TO ALUM: THE MAn SHALL BE A MIN. STRENGTH OF S063-T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO �YNN,�,'
PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS �` ...
WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD SHOWN �L1cENgF Mi4�
ON SHEET 10 MAY BE USED.
3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT, 3400 PSI MIN„ (DONE BY OTHERS) = * j Nm 58705
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.
PRODUCT REVISED
as complying with tha Florida
Building code
NOA-No. 17-0504.04
Fxpiratmn Data 2/24J2020
1070TEMYCLO"DIUM
At VEPXF FL3JM
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TYP. ANCHOR TYPE,
TYP. ANCHOR TYPE,
EMBEDMENTANDEDGE
EMBEDMENTAND
OPTIONAL
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
EDGE DISTANCE _PER
SUBSTRATE SEE .
84
TABLE A, SHEET 1.
EXTERIOR
1w
MAX.
SHIM
METAL SUBSTRATE
PER ANCHOR
REQUIREMENT
EDGE DISTANCE
118- MIN. EMBEDMENT (METAL THICKNESS)
TYPICAL DOOR SILL
-L7;-=
EDGE
DISTANCE
T—
(DIRECT TO METAL)
<'p EXTERIOR
<�]'
EXTERIOR
1W MAX 10 1/4"MAX.
GROUT,GROUT,GROUT,
SEE NOTE 3, SEE NOTE 3
SHEET 11 SHEET 1
Y 7-M
--CONCRETE1CMU
PER ANCHOR EMBEDMENT -
REQUIREMENT
TYPICAL DOOR SILL
(DIRECT TO CONCRETE)
TYP. ANCHOR TYPE, TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE EMBEDMENTAND
DISTANCE PER SUBSTRATE, EDGE DISTANCE PER
SEE TABLE A, SHEET 1. SUBSTRATE, SEE
\ TABLE A, SHEET 1.
1/4"MAX
GROUT,
SEE NOTE
3, SHEET 11
WOOD-
-F-T
lUCKSTRIP OR -
FRAMING. SEE-
EMBEDMENT
E 1. SHEET 11.
I
TYPICAL DOOR SILL OPTIONAL DOOR SILL
(DIRECT TO WOOD) (DIRECT TO WOOD)
TYP- ANCHOR TYPE, lf� TYR ANCHOR TYPE, 121 TYP. ANCHOR TYPE, TYP- ANCHOR TYPE,
EMBEDMENT AND EDGE INTERIOR EMBEDMENT AND EDGE INTERIOR EMBEDMENT AND EDGE INTERIOR EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, ADISTANCE PER SUBSTRATE,
SEE TA
BLE
SEE TABLE A, SHEET 1. SEE SEE TABLE A, SHEET 1.
t� A, SHEET 1.
EMBEDMENT EMBEDMENT
114"MAX. SHIM
EDGE EDGE EDGE
DISTANCE DISTANCE
V7 DISTANCE r==t •���
METAL
SUBSTRATE
PER
ANCHOR
REQUIREMENT
1WMAX SHIM
TYPICAL DOOR & SIDE LITE JAMB
(DIRECT TO METAL)
CONCRETE/CMU
PERANCHOR
REQUIREMENT
Ell
114- MAX. SHIM ---I t--
TYPICAL DOOR & SIDE LITE JAMB
(DIRECT TO CONCRETE)
PRODUCT REVISED TWO Law
as complying with the Florida At VEAM PL SWS
Building Code (MI)MMM
.OA-No. 17-0504.04 CERT. OFAUTIL 929M
Expiration Date 02124/2020
By oIR
R.Wr. jo�
•�..± - .O 2XWOOD
CONCRETE/CMU BUCKSTRIP OR
FRAMING, SEE
PER ANCHOR
REQUIREMENT NOTE 1, SHEET 11.
1W MAX SHIM XWOOD TYPICAL DOOR & SIDE LITE JAMB
BUCKSTRIP, SEE (DIRECT TO WOOD)
NOTE 1, SHEET 11.
TYPICAL DOOR & SIDE LITE JAMB
(THRU 1X INTO CONCRETE)-- LyNtv
..........
Z * : No. 58705
I t �2;2- 1 zg;
;.� A
ANCHORAGE DETAILS ST'TEOF
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
8'"'7,, 70NAL
F�7-50 1-114 112 112 8wo 0 0�- I I111111110,
lA RIC 122aW 1=71%W A. LYNN MILLER, P.E.
CLAFURED DErA&S.ADDED METAL SU&TrRAIM M FL REM 58705
M IAMI-DADE SCANNED MIAMI-DADE COUNTY
0 1 ��B �'{�a6rrlS�t a PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY ANA=ECONOMIC RESOURCES (RE.R) 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.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series'TW-701/720/820" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., 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 NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
Page 1
ti 4t'N.T64ii?.II VC:I4 t.S,.., PV,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No.16-062934)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.13-0502.03)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 034105.01)
1�4orge M. Plasencia, P.E.
PrQduct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-1
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511
Edition (2014) and FBC-61h Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
QUALITY ASSURANCE
I. Miami Dade Department of Regulatory and Economic Resources (RER).
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/ in.
Jorge A Plasencia, P.E.
Pr uct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-2
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
STATEMENTS
1. Statement .letter of conformance to FBC-5*h Edition (2014) and FBC-6'h Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No.13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window— L.M.1." approved on 08/04/16 and expiring
on 02/19/19.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No.17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-3
NOTES: SERIES 720/820 IMPACT -RESISTANT
FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH
THE' REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SH�IUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REa'IONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE
HVHZ. THE OUTBOARD LITE (CAP) MUST TEMPERED.
3) F'OR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAP, I-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS
USIr,D FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER
ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED SHEET 6
1X NSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
IN TALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED) kS A
ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL
L
BEIDESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. _
WgOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 12" MAX,
OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). O.C.
5) �NCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT.
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE
FAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
S ALING/FLASHING STRATEGY FOR WATER RESISTANCE OF _
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
0 THESE INSTRUCTIONS.
6) �AX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE
T',,,E PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE
O TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST
BESUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6' MAX.
THE WINDOW.
DESIGN PRESSURES:
NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST
ESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300.
POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
RUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS
R ASTM E1300.
DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
iE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
IST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
SSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN
DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS
D FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
1E INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
REQUIREMENTS OF THE FLOR16A BUILDING CODE FOR
,ROSION RESISTANCE.
REFERENCES: TEST REPORTS FTL-3835, 3850 & 7212; ELCO
TRACON NON, ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR
300 CONSTRUCTION AND ALUMINUM DESIGN MANUAL.
lb) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES
USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE
DEFERRED AS THE 701 SERIES.
'ODES/STANDARDS USED:
02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
OASTM E1300-09
eANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2015
SAISI S100-12
wAISC 360-10
48" TIP -TO -TIP WIDTH
47" BUCK WIDTH -
44-1/4" VISIBLE
LIGHT WIDTH__ _ 1
-t—B, SHEET 6 r I
A g$„
E(ET 6 BUCK
fi HEIGHT
/ 92-1/4"
VISIBLE
.LIGHT
/ HEIGHT
I
C
SHEE
4�
12" MAX.
O.C.
9s"
TIP -TO
TIP
HEIGHT
r_
-+-B 12" MAX.O.C, 6"
SHEET 6 MAX
TYR FLANGED FRAME
ELEVATION (TESTED UNIT)
GUIDE TO SHEETS:
GENERAL NOTES ........................
1
ELEVATIONS .............................r-
1
GLAZING DETAILS .......................
2-5
DESIGN PRESSURES ..................
2-6
INSTALLATION, FLANGE .............
6
INSTALLATION, EQUAL -LEG.......
7
INSTALLATION, INT. FIN A..........
8
INSTALLATION, INT. FIN B...........9
CORNER ASSEMBLY...................10
EXTRUSION PROFILES................11
PARTSLIST...................................11
TAaI 9 is
FIGURE 1:
r
Type
Description
1
7116" Leml 3116" An - .090" PVB - 3/16" HS)
2
17116, Laml (3/16" HS - .090' PVB - 311(3" HS)
3
1-i/16" Lami. IG (3/16" T - 7116" Air - 3/16° An - .090" PVB - 3l16' HS)
4
1-1/16" Lami. IG (3/16" T- 7/16" Air - 3/i6° HS - .090" PVB - 3116" HS)
5
7116" Lam] (3116" An - .090" SG - 3116" An)
6
7/16' Laml (3/16" HIS - .090' SG - 3/16' HS)
7
1-1/16" Lami. IG 3116" T - 7/16" Air - 3tl6" An - .090" SG - 3116" An)
8
1-1/16" Lami. IG 3/16" T- 7/16" Air - 3/16" HS -.090" SG - 3/10" HIS)
"SG" = "KURARAY SENTRYGLAS" INTERLAYER" BY KURARAY AMERICA.
"PVB"='KURARAY TROSIFOe PVB INTERLAYER" BY KURARAYAMERIC
1 /•1CiL'
t Z:
Window Design Pressure (+/-, psf) for Glass Type 1
Long Side (n)
67-718
72
76
80
84
88
92
96
100
104
109-1/2
30
111 32
l34
+1-80
+1-80
+/-80
+1-80
+1-80
+/-80
+1-80
+1-80
+1-80
+1-80
+/-80
+/-80
+1-80
+1-80
+1-80
+/-80
+/-60
+1-80
+/-80
+/-S0
+/-80
+1-80
+1-80
+1-80
+f-80
+/-80
+1-80
+1-80
+1-80
+1-79.6
+/-80
+1-80
+1-79.4
36
38
40
42
+1-80
+1-80
+1-80
+/-80
+/-80
+1-80
+1-80
+l-80
+1-80
+/-80
+1-80
+1-80
+1-80
+1-80
+1-79.8
+1-77.4
+1-80
+1-80
+1-77.2
+1-74.3
+1-80
+1-78.1
+174.3
+1.71.3
+1-79.7
+/-75.2
+171.3
+/.88.2
+/-77.2
+1-725
+1-67.9
+/-64.7
+175.1
+! 70.3
+/-85.1
+/-61.6
+173.4
+1-68,5
+/-63.4
+1-59.8
+1-72.2
+1-66.3
+/-61.6
+/-58.2
44
+/-so
+1-80
+1-78.9
+t-75.4
+1-72.1
+/-68.9
+1-65.6
+/.62 2
+1-59.7
+1-57.5
46
+1-80
+1-80
+1-77.2
+1-73.5
+1-70.1
+l-6a8
+1-63.5
+1-60.3
+t57,7
48
+1-80
+/-79.3
+1-75.6
+t-71.9
+/-68.3
+/-64.9
+1-61.5
+1-5a 2
to
50
+1-80
+1-77.5
+1-74.1
+170.3
+/-65.7
+1-631
+/-59.7
g
52
+1-79.1
+1-75.6
+172.4
+1-68.8
+1-65.1
+1-61.5
co
54
+14
+173.8
+170.5
+/ 67,3
+/ 63.5
56
+/-75.8
+1-72
+/-68.6
+t-65.3
58
+174.2
+1-70.3
+1-66.8
60
+1-72-7
+/-68.7
+1.65
62
+1-71.2
+/-67.1
64
+1-69.7
+1-65.5
66
+1-68.3
67-718
+1-67
Window Design Pressure (+f--, psf) for Glass Type 3
it
Lang Side (n)
67-7f 8
72
76
84
84
88
92
96
100
104
109-1/2
30
32
+1-80
+/-80
+/-80
+t-80
+1-80
+1-80
+/-80
+1-80
+1.80
+/-80
+1-80
+1.80
+1-80
+/-80
+4-80
+/-80
+t-80
+1-80
+f-80
+1-80
+1-80
+1-80
34
+1-80
+1-80
+1-80
+1-80
+1-80
+1-80
+1--80
+1-80
+1-80
+1-80
+1-80
36
38
+1-80
+1-80
+l-80
+/-80
+f-80
+/-80
+1-80
+/-80
+1-80
+/.80
+f-80
+/-80
+1-80
+/-80
+1-80
+/.80
+1-60
+! 79.4
+1-80
+i-76.4
+1-80
+174.3
40
42
+/-80
+f-80
+40
+1-80
+/-80
+1-80
+/-80
+1-60
+1-80
+1-80
+f-80
+1-80
+/50
+177
+1-761
+1-731
+/-73.5
+/-69.6
+170.9
+1-66.9
+1-69
+1-65.2
44
+1-80
+1-80
+1-80
+/-80
+1.80
+1-77.8
+1-74.1
+1-70.3
+I17.5
+1-63.9
46
+1-80
+/-80
+1-80
+1-80
+1-79.2
+1-75.4
+f 71.7
+/-68.1
+1.65.1
ro
48
+l-80
+1-80
+1-80
+/-80
+1-77.2
+1-73.3
+1-69, 5
+/-65.8
50
+/-80
+1.80
+/-80
+1-79.4
+1.75.3
+1-71.3
+1-67.5
52
+1-80
+/-80
+1-60
+r 77.7
+1-73.5
+1-69 5
54
+1-80
+1-80
+1-79.6
+1-76
+1-71.8
5
+1-80
+1-80
+/-77.5
+1-73.8
58
+f-80
+1-79.4
+t 75.4
60
+1-80
+f-77.6
+1-73.5
62
16
+1-80
+/-75.8
64
+/ 78.8
+/-74
66
+t-77.2
67-7/8
+1-74.9
OTES:
11) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENS
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETE
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP TO-TJP DIMENSION TO DETERMINE THE BUCK C
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS CON
7/16" LAMINATED
GLASS STACK
3/16" HEAT STRENGTHENED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
EXTERIOR
a
r '1-1116" NOM.
GLASS STACK
090" PVB INTERLAYER 3/16" TEMPERED GLASS -
3/16" HEAT
^STRENGTHENED GLASS 7116" AIR SPACE
11
5
USED AT CURVED
b/8" FRAME MEMBERS ONLY 29
GLASS BITE @ 11-7/8" C.C. MAX
GLASS TYPE 2
EXTERIOR �I
rI AS:; TYPE
TAQU9 4•
Window Design Pressure (+l, psfjfor Glass Type 5
Long Side (in)
67-7/8
72
76
1 80
1 84
88
1 92
96
100
104
109-112
j 30
+901-125.4
+901-120
+90/-115.5
+901-111.5
+901-108.5
+90f-106
+901-104.5
+901-103.5
+90f-1025
+90/-100.7
+901.9T9
j 32
+901-116.9
+901-110,8
+901-405.3
+90J-101.6
+901-98.7
+901-95.7
+90/-923
+901-90.6
+90/-90.3
+/-89.9
+1-89
j 34
+901-108.9
+901-103
+90/-98.8
+901-95.1
+901-91.8
+1-88.2
+/-84.4
+1-81.5
+/-80.1
+1-79.6
+1-79.4
II 36
+901.102.6
+901-97.1
+901.928
+f-68.9
+/-85.5
+1-826
+/-79.7
+t-77.2
+175.1
+/_73.4
+1-72.2
f l 38
+901-98.4
+90f-92.2
+1-86.7
+1-83.2
+/-80.7
+/-78.1
+176.2
+1-725
+/ 70.3
+1-6&6
+1-66.3
40
+901-94.6
+1-88.2
+1-82.6
+/-79.8
+1-77.2
+t-74.3
+/-71.3
+1-67.9
+1.65-1
+/-63.4
+/-61.6
42
1 +901-91.3
+/-84.7
+1-80.7
+/-77.4
+1-74.3
+/-71.3
+1-68.2
+1-64.7
+1.61.6
+1-59.8
+f-58.2
111 44
+/-88.3
+/-82.4
+1-78.9
+1-75.4
+/-72-1
+1-68.9
+1-65.6
+/-622
+159.7
+1-57.5
46
+1-85.4
+/-80.8
+1-77.2
+f 73.6
+170.1
+1-66.8
+1-63.5
+1-60.3
+/57.7
'j 48
+/-82.7
+1-79.3
+/-75.6
t! 71.9
+1-68.3
+/-649
+151.5
+/-58.2
;I 50
+/-80.9
+/-77.5
+1-74.1
+1-70.3
+1-66.7
+/-63.1
+1-59.7
c
52
+1-79.1
+/-75.6
+1-72.4
+t-88.8
+l tea. i
+/-81.5
1 54
+I-TT4
+1-73.8
+1-70.5
+1-67.3
+/-63.5
56
+1-7'58
+1-72
+/-68.6
+1-65.3
j 58
+1-74.2
+/-70.3
+/-66.8
pl 60
+/ 727
+/-58.7
+/-65
I 82
+1-71.2
+1-67.1
q 64
+1-69.7
+1-65.5
66
+1-68.3
67-7/8
+1-67
Window Design Pressure (+I--, psf) for Glass Type 7
Long Sloe (in)
67 7/8
72
76
80
84
88
92
96
100
104
109-1/2
30
+90/-130
+90/430
+901-130
+90(-126
+901-122.6
+90/-119.8
+90/-118A
+90/-117
+90/415.8
+901-112,7
+901-109.9
j 32
+901-130
+901-125,1
+901-118,9
+90/-114.8
+90/-111.5
+90/408.1
+90/-104.3
+901-102.4
+90/-102
+90/-101 A
+901-99.7
34
+90/-123,1
+901-116.4
+901-111,7
+901-107.5
+90/-103.8
+901-99.7
+901-95.3
+90/-92,1
+901-90.5
+/-90
+/-89.6
36
+901-116
+90/-109,8
+90/-104,B
+90/-100.5
+90A6.6
+901-93.3
+/-90
+/-87.3
+/-84.9
+/-82.3
+/,81.2
38
+90/-111.2
+90/-104.2
+90/-97.9
+901-94
+901-91.1
+1-88.2
+1-84.9
+/-81.9
+1-79.4
+/-76.4
+/-74.3
4D
+90%106.9
+90f-99.6
+90/-93.4
1 +90/-90.1
+1-B7.2
+/-84
+/-80.5
+/-76.7
+/-73.5
+/-70.9
+/.69
42
+901-103.2
+90l-95.7
+901-91.2
1 +/-87.4
+1-84
+/-80.6
+! 77
+/-73.1
+/-69.6
+/-68.9
+/-65.2
44
+901-99.7
+901-93.1
+/-89.1
+/-852
+1-81.4
+/-77.8
+/ 74.1
+/-70.3
+1-67.5
+1-63.9
46
+901-95.5
+901-91.3
+/-87.2
+/-83.2
+/-79.2
+/-75.4
+/-71.7
+1-68.1
+/-65.1
4B
+90/-93.5
+/-89.6
+/-85.4
+1-81.2
+/-77.2
+/-73.3
+/-69.5
+/-W.8
U)'
60
+90/-91.4
+/-87.6
+/-83.7
+1-79.4
+/-75.3
+/-71.3
+/-67.5
62
+1-89.4
+1-85.5
+/-81.8
+/77.7
+173.5
+1-69.5
cc
54
+/-87.5
+/-83.4
+1-79.6
+/-76
+171.8
56
+/-85.6 .
+/-Bi.4
+1-77.5
+/-73.6
58
+/-83.8
+/-79.4
+1-75.4
60
+/-82.1
+1-77.6
+/-73.5
62
+/-80.4
+1-75.8
64
+/-78,8
+1-74
66 1
+177,2
67-7/8 1
+1-74.9
1), UCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSI,
2) OR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) OR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETEI
4) ITHIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
TABLE 7;
Window Design Pressure (+I-, psQ 1
Long Side (in)
67-7/8
72
76
80
1 84
88
92
96
100
104
109-11
30
+901-130•
+901-130
+90/-130
+901-130
+90/-130
+901-130
+90/-130
+90/-130
+901-130
+90/A
+90/-V
32
+90t-130
+901-130
+901-130
+90I-130
+901-130
+901-130
+90/-130
+901-130
+90/-130
+901-130
+901-11
3;
+901-130
+901-130
+901-130
+901-130
+901-130
+901-130
+901-130
+901-430
+901-130
+901-130
+90/-l'
36
+90/-130
+90/-130
+901A30
+901-130
+90/-130
+90t-130
+90/-130
+901-130
+90/-130
+901-130
+901-1;
38
+901-130
+901.130
+90/-130
+901-130
+90/-130
+901-130
+901-130
1 +90)-130
+90/-130
+90/-130
+901-l'
40
+901-130
+901-130
+90/-130
+901-130
+90/-130
+901-130
+901-130
+901-130
+90/-130
+9(l-126.8
+90/1Z
42
+90l-130
+901130
+90/-130
+901-130
+90t-130
+90/-130
+901-130
+901-129.3
+90/-123.2
+W-119.7
+901-1It
44
+901-130
+901-130
+901-130
+901.130
+901-130
+901-130
+901-130
+0-124.5
+90/-119.4
+901-115
46
+901-130
+901-130
+901-130
+901-130
+901-130
+901-130
+901126.9
+90l-120.5
+90/-115.3
v
48
+901-130
+901-130
+90/-130
+901-130
+9(V-130
+901-129.7
+901-123
+901-116.5
50
+901-130
+901-130
+901-130
+90/-130
+90/-130
+W-1262
+89.4/-119.
52
+90/-130
+901-130
+90t-130
+901-130
+901-130
+88.81-123
54
+901-130
+901-130
+901-130
+901-13D
+88, 81-127.1
56
+901-130
+901-130
+901-130
+8941-129
58
+901-130
+901-130
+901-130
60
+901-130
+901-130
+89.61-129,
62
+901-130
+901-130
64
+90/-130
+90/-130
b'6
+901-130
67-7/8
+90/-130
NOTES,.
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIN
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WJNDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMP
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS,
I
I
1-1/16" NOM.
GLASS STACK
7/16" LAMINATED
GLASS STACK
.090" SG INTERLAYER 3/16" TEMPERED GLASS
3/16" HEAT
3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE
4
5
USED AT CURVED
USED AT CURVED
MEMBERS ONIL)
FRAME L 2g 5/8 FRAME MEMBERS ONLY 29
I
@ 11-7/8" O.C, MAX. GLASS BITE. ?
@ 11-7/8" Q.C. MAX.
1-2 1-2
EXTERIOR EXTERIOR
20 13 75-78 21
GLASS TYPE 6 GLASS TYPE
EDGE
DISTANCE
INSTALLATION
TYPE A
WINDOW EXTERIOR
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
2-314"
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EMBEDMENT
1 /4" MAX
t-n SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O,C, MAX.
1/4" MA
STEEL
SELF -DRILLING SMS
(06), SEE TABLE 8,
THIS SHEET
INSTALLATION
METHOD D
INSTALLATION ANCH(
UNDERNEATH THE
BEADING
b
EDGE
DISTANCE -i
1 I �I• ,..d°
a .i r '
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
INSTALLATIOP
TYPE C
- EMBEDMENT
1/4" MAX
SHIM
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 8,THIS SHEET
�1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETE PER
EMBEDMENT ANCHOR
• REQUIREMENT
C • F
l
INSTALLATION EDGE TYP. ANCHOR TYPE, EMBEDMENT
DISTANCE AND EDGE DISTANCE PER
TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET
VERTICAL SECTION B-B
c
0
INSTALLATION NOTES:
1. USE ONLY ANCHORS
DISTANCE LIMITS.
2. WOOD SUCKS DEPIC
THICKNESS IS LESS TH
INSTALLED DIRECTLY I
THICK OR GREATER. IN
ENGINEERED BY OTHE
3. FOR ATTACHMENT T,
PROVIDE FULL SUPPOF
4. IF APPLICABLE, LOW
APPLIES TO WHOLE SY
2X WOOD BUCKSTRIP I NSTALLATIOP
EDGE OR FRAMING, SEE TYPE G
DISTANCE NOTE 2, THIS SHEET
INSTALLATION
-r�ir•,r r
4
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT-
2-3/4"
EMBEDMENT
� 114" MAX
SHIM
'�— EMBEDMENT-
_� 1 /4" MAX
SHIM
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
1/4" MAX. SHIM
STEEL
SELF-DRfLLING SMS
(G5), SEE TABLE 9,
THIS SHEET
INSTALLATION
TYPE H
. � 4
.e
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
EXTERIOR
MIAMI-DADS APPROVED MULLION
21 (SEE SEPERATE NOR), ALUMINUM,
6 STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 9,THIS SHEET
�1 /4" MAX SHIM
i
INSTALLATION NOTES;
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET 1. USE ONLY ANCHOR.
DISTANCE LIMITS.
.a • . • - •° a -4 . CONCRETE PER 2. WOOD BUCKS DEPI,
EMBEDMENT ° ° ANCHOR THICKNESS IS LESS TI
` REQUIREMENT INSTALLED DIRECTLY
a a THICK OR GREATER. I
ENGINEERED BY OTHI
INSTALLATION EDGE
TYPE F � DISTANCE TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT
AND EDGE DISTANCE PER PROVIDE FULL SUPPC
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL SECTION D^D 4. IF APPLICABLE, LOV
APPLIES TO WHOLE S'
TYP. ANCHOR TYPE,
3EDMENT AND EDGE EMBEDMENT
DE PER SUBSTRATE,
ABLE 10, THIS SHEET
INSTALLATION
TYPE
4
EXTERIOR
WINDOW
BUCK
HEIGHT
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
@ 11J/8" O.C. MAX.
EDGE
DISTANCE
1 X' MAX
SHIM
1/4" MAX. SHIM
EDGE
DISTANCE
EMBEDMENT
r-
INSD
T
' �P
SHIN
HIi�
2X WOl
OR FRf
NOTE 2
VISIBLE INSTALLATION
LIGHT TYPE L
HEIGHT= EDGE DISTANCE
WINDOW
BUCK #10 STEEL
HEIGHT- SELF -DRILLING SMS
2-3/4" (G5), SEE TABLE 1 D,
I
THIS SHEET
21
g 2X WOOD SUCKSTRIP EXTERIOR
OR FRAMING, SEE n
NOTE 2, THIS SHEET �J
b �1/4" MAX SHIM MIAMI-DADE APPROVED MULLION INST
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD. 1. U:
SEE SUBSTRATE PROPERTIES, AND
INSTALLATION TABLE ID,THISSHEET 2 W
TYPE J o TOT)
EDGE DISTANCE IF UP
BUCI
TO T
TYP. ANCHOR TYPE, EMBEDMENT OR P
�--
EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET 3. FC
OF A
VERTICAL SECTION F-F 4.IF
i
MULI
INSTALLATION
TYPE M
WINDOW
BUCK
HEIGHT
2X WOOD BUCKSTRIP
EDGE OR FRAMING, SEE INSTALLATION TYPE M
DISTANCE
NOTE 2, THIS SHEET
EMBEDMENT
1 /4" MAX
EMBEDMENT SHIM
O 2X WOOD BUCKSTRIF
OR FRAMING, SEE
NOTE 2, THIS SHEET
114" MAX
SHIM
I TYP. ANCHOR TYPE,
jJ EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11 SEE TABLE 11. THIS SHEET
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY
@ 11-7/8" O.C. MAX.
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT-
2-3/4"
INSTALLATION
TYPE N
EMBEDMENT
E
EDGE I-f
DISTANCE Ilfl I
COfYCRETE/CMU
PER ANCHOR
REQUIREMENT
1/4" MAX. SHIM
INSTALLATION
TYPE O
STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 11,
THIS SHEET
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
r1/4" MAX SHIM
r
EXTERIOR
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD,
SEE SUBSTRATE PROPERTIES,
TABLE 11,THIS SHEET
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
HI
INSTALLATION NOTES:
• d .° b a
4 1, USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOb
a 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE
d • • , BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRE,
1-112" THICK OR GREATER. INSTALLATION TO THE SUBS
EDGE APPROVED BY AUTHORITY HAVING JURISDICTION.
DISTANCE
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEN
VERTICAL SECTION H-H WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM Ell
ALL CORNERS TO
USE GASKET
AND/OR SEALANT
16
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
90° CORNER
FRAME ASSEMBLY
/
EQUAL -LEG FRAME
FLANGE FRAME
ANGLED/CURVED
FRAME ASSEMBLY
1
r
/
/ EQUAL -LEG FRAME
FLANGE FRAME
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
ALL CC
USE
AND/O
l��
PGT Part#
Description
Material
i
1
4253C
Flanged Frame
Alum. 6063 T5
!2
4285
Equal -leg Frame
Alum, 6063 T5
I3
4258
Integral Fin Frame
Alum. 6063-T5
14
4255
7116" Lami. Glass Beading
Alum. 6003T5
,II5
4254
I.G. Glass Beading
Alum. 6063-TS
ea
4270
Installation Fastener Cover
Alum. 6063 T5
0b
4224
Installation Fastener Cover
Rigid PVC
10
70589C
Gasket (at 90" comer joints)
Polyethylene
(S1
TP247/8
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65 +/-1
� 13
Dow 791, 899 or GE 7700 Backbedding i
Silicone
20
71652K
Setting Block, Mono. 3116" x 71W x 4"
Neoprene, Duro. 85 +/-1
121
71704AK
Setting Blook, I.G. 3/18" x 1Z32" x 4"
Neoprene, Duro. 85 +/-1
129
1#6
x 1-1/4" FH SMS
Stainless Steel
201
781PDX 1#8
x V Quad PH SMS
Stainless Steel
STRUCTURAL
POLYISOBUTYLENE
WITH DESICCANT
75 KODISPACE
4SG TPS
1 /4" NOM.
NT. GLASS
STRUCTURAL
SILICONE
WITH
DESICCANT
EXT. GLASS
2.784"
.094" 4
.074"
1.875"
.438"
1
f (FLANGE FRAME
D#4253C, 6063-TS
.970" �--�—
.875"
t--+►��-`�— .050"
7/16" LAW
GLASS BEADING
94255, 6063 T5 .
HOT -MELT BUTYL
3/16" NOM.
INT. GLASS
8SUPER
SPACER®NX7FM
art #
Description
Material
175
Kommeding 4SG TPS .Spacer System
See this
Sheet fer
Materials
]76
Quanex Super Spacer nXr with Hot Wit Bulyl
11177 lQuenex
Duraseal Spacer
178 10ardinal
)L Edge Spacer
BUTYL &
DES ICCANT --
FOAM
EXT. GLASS
77 D
ItJ1 KtrVK15:rIL-dflf,UVOO&C /U