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Florida Building Code Online Page 1 of 3
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Product Approval Menu>Product or Aoplication Search>Application Ust>Application Detail
FL# FL251-1129 "
Application Type Revision ;
Code Version 2017 I
Application Status Approved
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*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the
POC and/or the Commission' if neceslsIary.
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Comments
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Archived
A
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive I
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com"
Authorized Signature Jens Rosowski
jrosowskl@pgtindustries.com
I
Technical Representative Jens Rosowski ! j
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com j
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Quality Assurance Representative
Address/Phone/Email i
Category Exterior Doors �I !
Subcategory Sliding Exterior Door Assemblies
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Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER 'I
Validated By Miami-Dade BCCO-VAL I
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
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Equivalence of Product Standards I
Certified By
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Product Approval Method Method 1 Option A
Date Submitted 11/28/2017 r I
Date Validated 12/20/2017
Date Pending FBC Approval
Date Approved 12/25/2017
https://www.floridabuilding.orgtpr/pr app dtl.aspx?param-- vGEVXQwtDgsEt2PTand5bm5ECcrlFWoGT... 1/9/2018
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes
Approved for use outside HVHZ.•Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/07/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance L 251 - =;+ it 7_+ 13
(NOA)for product performance information,anchorage details, Verified By: Miami-DadeiBCCO_CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.2 SGD-670HP(Nan-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes 'S ,y
Approved for use outside HVHZ Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance F:
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent'Third Party:
251.3 SGD 680(Non-Impact)• Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes =R 22,
Approved for use outside HVHZ Yes Quality Assurance Contract Expiration Date
Impact Resistant-No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance _i__>>?i.
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes is :1, f) ✓„i;_�.
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/12/2020
DesignPressure:N/A Installation Instructions
Other.Please see Miami-Dade County Notice of Acceptance F'_251.
(NOA),for product performance information,anchorage details, Verified By: Miami-Dade BCCO CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes ri2ti 1 ''”' ' -7�: ,-
Approved for use outside HVHZ Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes03/24/2020
Design Pressure:N/A Installation Instructions
Please
(NOA)for product performanceNotice
information,anchorage details, Verified B Miami-Dade y B
CCO:-CER
and anchor type,size,and spacing information. Created b Independent''Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes —ti.. Y;2_ _ _ -I 7-Q4 GS
Approved for use outside HVHZ Q
Yes uality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other.Please see Miami-Dade County Notice of Acceptance 4 __6:,
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door
•
https://Www.floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQWtDgsEt2PTand5bm5ECcrlFWoGT... 1/9/2018
Florida Building Code Online Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ_Yes =tL_7 1,;= 9 .='•__=�,°"'._ _n r
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2022
Design Pressure:N/A Installation Instructions
Other.Pleases i-Dade County Notice of Acceptance
(NOA duct performance ation,anchorage details, Verified By:Miami-Dade BCCO-CER
anchor type,size,and spacing info on. Created-by IndependentlThird Party:
Evaluation Reports ,
Created by Independent'Third Party:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R29 C ICAC 17N 2005.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration-Date
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R29 Ili1704200 df
(NOA)for product performance information,anchorage details, Verified By:Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created byIndependent Third Party:
Evaluation Reports ',
Created by Independent Third Party:
251.9 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes c+ = `= _ _ 4i,= ,r
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
Design Pressure:N/A Installation Instructions
Other.Please see Miami-Dade County Notice of Acceptance ==:?5___R,2 q -`i;
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade,BCCO-CER
and anchor type,.size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent;Third Party:
251.10 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door',
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes 5z %9 .y;_s_t
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance r t_Z."._;. 1_a _ rscT_,-;_,_
(NOA)for product performance information,anchorage details, Verified By:Miami-Dade BCCO'-CER
and anchor type,size,and spacing information. Created by Inaependent'Third Party:
Evaluation Reports
Created by Intlependent,Third Party:
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-467-1824 ;
The State of Florida is an AA/EEO
0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this
entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,
effective October 1,2012,licensees licensed under Chapter 455,F.S-must provide the Department with an email address'if they trove one.The emails provided may be used for
official communication with the lirencPn.Howeveremad addresses'are public record.If you do not wish to supply a persorial address,please provide the Department with an email
address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick here_.
Product Approval Accepts:
OOC �O i
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Credit Card
Safe
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1
MIAMI-QAQE 1HAMJ DADE COUNW
• 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)3152599
NOTICE OF ACCEPTANCE (NUA) wwty-miamidade.Qov/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(AHI).
This NOA shall not be valid after the expiration date stated below.The Miami Davie 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 fads 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:DESCRIPTION: Series"SGD-2500"Aluminum Sliding Glass Doors w/wo
Reinforcements—Non-Impact
APPROVAL DOCUMENT:Drawing No-757 Rev O,titled"Alum Sliding Glass Doois Non-Impact",
sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on 04/18/17,signed and
sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IWACT RATING:None:Approved Hurricane Protection devices,complying w/FBC,as
applicable are required.
Limitations: 1. Use of Table 1,requires No reinforcements per sheet 6.
2. Use of Tables 2 and 3 require full reinforcement per sheets 7&8,'of the drawing.
3. Egress operable doors must comply with min clear width per FBC,as applicable.
4. Max 2/4"nominal air space is applicable for I.G.glazing with Truseal Duraseal spacer.
LABELING:Each unit shall bear a permanent label with the manufactur'er's name or logo,city,state and
series and following statement: "Miami Dade County Product Control Approved" ,noted herein.
'1 1RENEWAL 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 ofthis 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 he provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request ofthe Building Official.
This NOA revises NOA#15-0609.10 and consists of this page I and evidence pages E-1&E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda,P.E.
Mwrai ecour�rr NOA No.17-0420.05
...` , EiMiration Date: May 22,2018
Approval Date: September 07,2017
111 Page 1
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PGT Industries Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals '+
A. DRAWINGS
1. Manufacturer's die drawings and sections(submitted,underfiles below).
2. Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact,!iA ,sheets 1 through 16
of 16,prepared by manufacturer,dated 09-08-04 and List�kevised bn on'05/29/15,signed and
sealed by Lynn Miller,P.E.
B. TESTS(submitted under files#12-0726.03/#11-1018.11/#08-021103)
1. Test report on 1)Air Infiltration.Test,per FBC,TAS 202-91
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b)and.'TAS 202-94
Along with marked-up drawings and installation diagram of alumin6m.Sliding Glass Doors,
prepared by Fenestration Testing Laboratory,Inc.,Test Report No 1-11.,-5095,dated 12-13-
06,signed and sealed by Edmundo Largaespada,P.E. i
2. Additional test reports,Test report No.FTL 3102,FIT.31116,FTL-3117,FTL 3596,
FTL-4273,FTL-4275 and FTL-4277 per FBC,TAS 202-94'(formally SFBC,PA 202-
94),issued by Fenestration Testing Laboratory,Inc.;(Transferred from file#04-
1220.05/08-0213.03).
4-
1220.05/08-0213.03).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 05/29/15,complying
with FBC-214(5u'Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E.
2. Glazing complies with ASTMS-1300-02&-04.
D. QUALITY ASSURANCE i
1. Miami Dade Department of Regulatory and Economic Resi urces(RER).
E. MATERIAL CERTIFICATIONS i
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5'`edition)ei4d letter of no financial
interest,prepared by PGT,dated 05/29/15,signed and seal by Lynn Miller,P.E.
2. Letter of lab compliance,part of the above test reports. ;
G. OTHER ;
1. This NOA revises NOA#12-0726.03,expiring May 24 2018:'
2. Previous NOA associated files:08-0213.03,#07-0309.09 and#04-$220.05
3. Test proposals No(s)07-2245 and#04-0404 approved by BCCO.
i Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.17-0420.05
i Expiration Date: May 22,2018
Approval Date: September 07,2017
E-1 i
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PGT Industries Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
2. New Evidence submitted
C. DRAWINGS
1. DrawingNo.757 Rev,O,titled"Alum Sliding Glass Doors-Non-Impact;sheets 1 through 16 of
16,prepared by manufacturer,dated 09-08-04 and last revised on 04!1''8/17,:signed and sealed by
Lynn Miller,P.E.
D. TESTS
1. None.
C. CALCULATIONS
1, Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/14/17,complying with FBC-217(6a'Edition),prepared by PQT,signed and sealed by
Lynn Miller,P.E.
2. Glazing:complies with ASTME-1300-02,-04&-09.
F. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
G. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5"edition)&FEC 2017(6x'Edition)and
letter of no financial interest,prepared by PGT,dated 08/14/17;signed and sealed by
Lynn Miller,P.E.
„
G. OTHER
1. This NOA revises NOA#15-0609.10,expiring May 22,2018.1
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Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.17-0420.05
Expiration Date: May 22,2018
Approval Date: September 07,2017
E-2
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SERIES 2500, NON-IMPACT RESISTANT Min,
Anchor Anchor Typo Frame Substrate Min.Edge Min.O.C. Embedment or
SLIDING_ GLASS DOOR Group Member Distance Distance MotaiThickness
1.GLAZING OPTIONS: a SII Concrete min.2.85 ks 1 _777—
B.3/16"TEMPERED GLASS. TEST REPORTS FTL-3116,FTL3i 17,FTL-4277 AND FTL-5095. 1 114"Elco P-mak Concrete(min.2.85 kal) 1-114° IV 1318"
C.114"TEMPERED GLASS, TEST REPORT FTL-3102. UBreCotl® Jamb Hollow Block(ASTM C90) 2.112" 1,594" 1.1/4"
D.518"INSULATED GLASS(I.G,);(2)LITES OF 3/16"TEMPERED GLASS WITH A 1/4"AIR ea S oncrete m n.3.35 kaij
SPACE. TEST REPORTS FTL-4273,FTL-4275,FTL4280,FTL-4285 AND FTL-4341. p_heak Concrete min.3.35 kei 1-1/4° 3° 114"
2.CONFIGURATIONS:SEE SHEET 3. 1/4"410 SS Elco Jamb ollow Block(ASTM C90) 2-1/2" 1.694" 1.1/4"
3,DESIGN PRESSURES:SEE TABLES D ON SHEET 2. 2 CreteFlex® Head/SIII 1" 1.687" 31e"
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. P-mak Southern Pine SG=0.65 1" 1" 1-1e"
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES Jamb ( ) T' 1.594" 1.318"
ASTM E 1300. -
C.DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 3 012 Steel SMS P-hook Southern Pine(SG=0.66) 1 318, 1118„
D.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, (Gr.5) Jamb 608&T5 Aluminum 1" 1.594" 1 1.318' / 1/8"
4.ANCHORAGE;THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 2)MIN.OF 3 THREADS BEYOND METAL SUBSTRATE.
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FBC,FOR ANCHORAGE DETAILS,SEE SHEETS 14-16.
6.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND Material Min.Fl, Min.Fu DESIGN PRESSURE RATING IMPACT RATING
WHERE IMPACT RESISTANCE IS REQUIRED. SEETABLEs1,2830N NOT RATED FOR MISSILE
0.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD Steel Screw 92 kel 120—kal 81- IMPACT RESISTANCE
SEAM SEALER. Elco UltraCon® 156 kal 177 kal CODES/STANDARDS USED;
7.REFERENCES:TEST REPORTS FTL3102,FTL-3116,FTL3117,FTL-3596,FTL4273,FTL-4275, 410 SS Elco CreteFlex® 127.4 kal 169.7 kal :2017 FLORIDA BUILDING CODE(FBC),STH EDITION
FTL-4277,FTL-4278,FTL-4280,FTL-4285,FTL-4341 AND 5095. 6063.75 Aluminum 15 kel 22 kal :201 I
4 FLORDA BULDING CODE(FBC),5TH EDITION
>ELCO ULTRACON AND CRETEFLEX NOA'S .ASTM E13OH4
>ANSUAF&PA NDS FOR WOOD CONSTRUCTION :ANSUAF&PA NDS-2016 FOR WOOD CONSTRUCTION
>ALUMINUM DESIGN MANUAL *ALUMINUM DESIGN MANUAL,ADM•2015
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF •AISI 5100-12
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 6AISC 360.10
9.GLAZING VINYL SPECIFICATIONS(ITEMS 36,37,&131):
A.PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS,INC.,EXTRUDED BY TEAM
PLASTICS,INC,
B.HARDNESS:70 SHORE A
C.SPECIFIC GRAVITY:1.43
D.TENSILE STRENGTH:1460 PSI NOM,518"t� _
E,ULTIMATE ELONGATION:380% 1f 11 1/4"AI
F. MODULUS®100%ELONGATION:590 PSI ill
G.TEAR STRENGTH: 210 LB/IN
10,METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIRE- 1
MENT9 PER CURRENT FLORIDA BUILDING ' 38 - 8B- -- - 40- -_-- -_- ___ ____-_gam__ _3116"-TEM
CODE AND TO BE REVIEWED BY THE 3/16" 1/4" -7wonucrRkvrsm AUTHORITY HAVING JURISDICTION. TEMPEREDTEMPEREDEMPERED rswplylq w107►eGLASS wN,xnt ende
GLASS GLASS Ac uceNe 1T o42o. I-
GENERALNOTES............. 16 8" SSBITE 18 318"t3LASS BITEASS 817EGLAZING DETAILS.,.....,.,.. 1DESIGN PRESSURES...,.., 2YCONFIGURATIONS.........;; 3 - - - - - - - - - -- -- - - -- - - -- - - .`� I ILYNNarM
ELEVATIONS..................... 4 � �0 uCEN ; ��(��'�,�
VERT,SECTIONS............. 5
HORIZ.SECTIONS......,,.... 6.8 3/16"MONOLITHIC GLASS 1/4"MONOLITHIC GLASS 5/8"I,G.GLASS `* No•667os *_
'X"&"O"CLIP INSTALL.... 9 _
PARTS LIST....................... 10 GLASS TYPE B GLASS TYPE C GLASS TYPE D =-ti
�p0'
EXTRUSIONS.................... 11-13 . �&��:
ANCHORAGE.....................14-16 1070x 3442775 NOTES GLAZING DETAILS S MAP '% '•.'comop.•
ceRr.o1rAu71t ALUM.SLIDING GLASS DOOR NON-IMPACT 'ail At....
JR 04/0517 O UPDATED TO FBC 2017,REV.ANCHOR TABLE;THIS SHEET. 1 1
oameanoa,r s.`.cer� mk O 1° nµ0— — A.LYNN MILLER,P.E.
FK 09Da474 J,J. 061120: ppXf1 ��Y- SOD25W N75 1 d 1B 767 0 P.E.i168705
COMPARATIVE ANALYSIS: TABLE 1. COMPARATIVE ANALYSIS: TABLE 3.
>EXTENOEO SILL,2112"HIGH INTERIOR >EXTENOED SILL,2112"HIGH INTERIOR
46
>SINGLEISIN3LE INTERLOCK S >SINGLEfDOUBLE INTERLOCK(OUTSIDE)
>NO REINFORCEMENT(SEE SECTIONS ON SHEET 6) >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 8) 46
GLASS TYPES: GLASS TYPES:
B.FlL-3117&FTL-0277;3116"OR 1/4"TEMPERED C.FTL-3102;1/4"TEMPERED
D.FTL4280&FTL4286;6/8"TEMPERED I.O.(3/187,1/4"SPACE,3/18"T) D.FTL•4273&FTL4275;6/8"TEMPERED I.G.(3/16'T,114"SPACE,3118"T)
NOM. OVER-ALL DOOR HEIGHT EXTERIOR NOM.PANEL uOVER-ALL DOOR HEIGHT EXTERIOR
PANELWIDTH sU 80 (85) 84'(71) 90"(76) 98"(8°) SI INTERLOCK NGLEISINGLE WIDTH 0 80"(e") 84'(70) g0"(75) 96"(80) SINGLE/DOUBLE
B +85,0 -98.8 +65.0 -70.0 +64.8 -64.8 +60.0 •80.0 NO C +65.0 -127.1 +65.0 -120.0 +85.0 -110.8 +65.01-102.9 INTERLOCK
24'(2°) REINFORCEMENT 24"(2°1 REINFORCED
D +86.0 -107.1 +85.0 -80,0 +88.0 -73.8 +85.0 -88.8 D +85.0 -130.0 +85.0 •130.0 +65.0 -120.0 +85.0 -111.4
B +65.0 432.7 +58.4 -58.4 +63.8 -53.8 +49.8 -49.8 C +85.0 -108.3 +65.0 -100.2 +85,0 -92.2 +85.0 -85.3
30"(2q D +85.0 -89.6 +85.0 436.8 +61.4 •81.4 +68.9 -56.9 30"(25) D +85.0 -115.2 +65.0 -108.5 +85.0 -99.8 +65.0 •92,4
36"(3°) B +85.0 -72,3 +50.0 -50,8 +48,7 -40.7 +43.1 113.1 38"(3° C +88.0 -92.9 +85,0 -87.3 +65.0 480.0 +85.0 -73.6
D +85.0 -78.3 +56.2 -58.2 +53.3 433.3 +40,2 49.2 ) D +65.0 -100.6 +65.0 -94.5 +85.0 -86.7 +85.0 480.0
B +65.0 485.1 +45.7 •45.7 +41.7 -41.7 +38.4 -38.4 C +88.0 -78.4 +85.0 78.4 +85.0 •71.6 +05.0 -85.8
42"(35) D +86,0 -70.5 +52.2 -52.2 +47.7 •47.7 +43.9 -43.9 42"(3°) D +65.0 -84.9 +65.0 -84.9 +85,0 •77.5 +05.0 -71.3
B +80.0 -80.0 +42,0 X2.0 +38.2 •38.2 +35.0 35.0 C +80.0 60,0 +80,0 80.0 +80.0 X0.0 +80.0 80.0
48"(4°) D +65.0 -65,0 +48.0 •48.0 +43.6 43.6 +40.0 -40.0 �"(4°) D +85.0 485,0 +65,0 1 .85.0 1+65.0 438,0 +65.0 -85.0
COMPARATIVE ANALYSIS: TABLE 2.
>EXTENDED SILL,2112"HIGH INTERIOR j
>BINGLEISINGLE INTERLOCK
>FULL REINFORCEMENT(SEE SECTIONS ON SHEET 7)
GLASS TYPES:
SEE NOTES 1 8 2
B.FTL-3118;3118"OR 114"TEMPERED
POS.
D.FTL-4341;518"TEMPERED I.G.(3/16'T,1/4"SPACE,3/18"T) SILL DESIGN
=NOM. _ _ _ _-__--OVER-ALL -__ __ _. _ EXTERIOR HEIGHT PRESS.
-_ - IN. --__PSF) __ - - -
PANEL g 80"(85) B4"(7°) 90"(75) 98 (e°) SINGLE/SINGLE 2 112" +85.0 "amse«aw4bS e"mmio
WIDTH C0 INTERLOCK
24"(20) 8,13 +65.0 •106.9 +65.0 -100.0 +65.0 -92.3 +85.0 -857 REINFORCED 134" +35.3
- ' -711
�iL.3x ".� -L0w42o'I
oyt
INTERIOR NOT EA�
30"(2) 9,D 850 -+85:0. 3:5= +83:0` _+85.0 _ NOTES: SILL
_ -
ON 36"(30) B,D +85.0 •77.4 +65.0 -72.7 +65.0 -68.7 +81.5 -81.6 -
- 42"(35) B,D +05.0 -85.3--+85.0 85.3 +69,8 50.8 +54,9 54,8 1.POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 21/2"HIGH `��
-SILL.POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 13/4"-SILL, -__ _��_ � .•"CEN �� '�
48"(4°) B,D +60.0 •50,0 +80.0 -50.0 +60,0 50,0 +50.0 -50.0 NEGATIVE PRESSURES ARE UNCHANGED
2.INTERIOR SILL 18 USED WHERE WATER RESISTANCE IS NOT REQUIRED,IN WHICH *t' No.68705
CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE C /'
SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. •. C.i ($)
f070TECNNOLOGYDRNE
0.4" %O�., STA
l DESIGN PRESSURES,NO REINFORCEMENT %,FS' ��ORIDP.•'G�'�
Tft
ONAL
Jf ' 04�05H7 0 NO CHANGES THIS SHEET. aorc OFAr�XWe ALUM.SLIDING GLASS DOOR,NON-IMPACT 1111 r 11 1�1
aoawwrrOMP j�nT- e �f �" A.LYNN MILLER,P.E.
�
d SGOFBOG NTS 2 to 767 0 P,E•M 58705
771 08 USD/ Jd OIA7AE lcrar,saw
CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES:
FIXED L.H. 1.MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48"NOMINAL
R.H. LOCKSTILE WIDTH PANEL TYPES IS 441/8.
A INTERLOCK R LOCKSTILE INTERLOCK _
2.MAX.DLO HEIGHT=913/4'
B
R.H. R.H. FIXED S ANDARD
B INTERLOCK INTERLOCK S LOCKSTILE ASTRAGAL 3.DOOR CONFIGURATIONS INCLUDE BY-PASS,POCKET AND ANY
COMBINATION THEREOF(LIMITED TO EIGHT PANELS AND
SEVEN TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE
R.H. REVERSE REVERSE FIXED UP OF THE APPROVED FRAME COMPONENTS SHOWN ON
C INTERLOCK ASTRAGAL T ASTRAGAL LOCKSTILE SHEETS 12 AND 13 OF THIS NOA.
EXAMPLE MAXIMUM CONFIGURATIONS:
D LOCKSTILE INTERLOCK U ASTRAGAL LOCKSTILE A.EIGHT PANELS N F FOUR TRACKS(CENTER MEET)
B.FIVE PANELS ON FIVE TRACKS(BY-PASS)
TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL
E INTERLOCK � WTERLOCK V LOCKSTILE LOCKSnLE
DOOR PANELS MAY BE USED FOR SCREENS.
L.H. L.H. DOUBLE STANDARD
F INTERLOCK INTERLOCK W INTERLOCK ASTRAGAL
LOCKSTILE DOUBLE FIXED DOUBLE
G INTERLOCK Y LOCKSTILE INTERLOCK
H INTERLOCK INTERLOCK Z LOCKSTILE LOCKSTILE
NEDOUBLE
NLKITRLOCK INTERLOCK YR INTERLOCK FIXED
J LOCKSTILE CCCC'"' ASTRAGA� GR INTERLOCK LOCKSTILE
K INTERLOCK LOCKSTILE LR ASTRAGAL R.H.
- - - -- --- -- - -- ---CCCC'"' -
L.H. STANDARp S ANDARE DOUBLE - -- - —rR000craeviacc
L INTERLOCK ASTRAGAL INR ASTRAGAL INTERLOCK usalplylnpwhltreFloeW
Nd�dlna Code
Acceplonce No 1 Z'04 20.0
- ---- - -L.H. - - DOUBLE--- - _- e rnNnd Date` 2 }Y.
M LOCKSTILE INTERLOCK v D S INTERLOCK INTERLOCK ` - _ �- 'yy-1ti��•,. "�;�•
1udw AfYIpp
STANDARD - L.H.--- L-.H. -- -- - =DOUBLE - - ��� NY LYON
N ASTRAGAL INTERLOCK SD INTERLOCK INTERLOCKS��tCEN �/
* No.88705 '
P NTERLOCK LH. OCKSTILE
187a TECHnrou.txirORnlE
AC VEN(M FL 31776 PANEL TYPES %;t�`S;'•.:`,toRIOA,NG�2�;�
JR tWA79H7 0 NO CHANGESTHl3SHEET. ter.OFaLRHf�e ALUM.SLIDING GLASS DOOR NON-IMPACT - �"',,01VAL 1E����
anwamxro�nr 1�iv�^^• m`: • n"` A.LYN<✓�IIL .P.E.
F.w 0�8,/08N4 J J O n w H'c' 80O25p0 NT$ 3 m 16 767 6 P.E.H 58705
441/8"MAX.DAYLIGHT OPENING FOR 48•NOMINAL,ALL CONFIGURATIONS
rr 76 3/4"
MAX�TO DAYLIGHT Her
a a a OPENING
48"NOM.MAX.PANEL WIDTH I" '"i 48"NOM.MAX.PANEL WIDTH -+-----�
pXXp pXXXO or OX p
NOTES:
1.SEE SHEET 3 FOR PANEL TYPES,
2.DLO WIDTH=NOMINAL WIDTH-3 7/8"
3.DLO HEIGHT=DOOR HEIGHT-4114"
DLO
DLO
WIDTH
48"NOM.MAX.PANEL WIDTH 48"NOM.MAX.PANEL WIDTH —r —
OXO OXXO or XXXX
MAX.-- MAX. uc�i IYIRg Wilk Fmr4y- -= - -
DAYLIGHT HT, lwidin�cod#
__ - - 0 PE G
96 AccePlance�u�.��
" MAX.
38
n HT, HT. PrlWucir�tnR
P.
NY LYNN ''r•,, -
48"NOM.MAX.PANEL WIDTH —�+--�{ 48"NOM.MAX.PANEL WIDTH -�• �I �`� �ao''��GEN3 ��
X_p_or�X OX or XO pXXXO or OXXXp No.58705 s
Toro 7ECHNJOLOGYDRlV6 "• Ap••'. ;ST.
!„ ! 5 EXAMPLE ELEVATIONS ;'`F' �coreiDP.•
600
CERr.OFAUM a ALUM.SLIDING GLASS DOOR NON-IMPACT //I,,O,,
J om fiH71'4 0 No CHANGES THIS SHEET. _. r ram�rcv�r ® - oaoe ee.m --um F— A.LYWAILL ,P.E
F,c prYpBpr rJ o�m�e "° &l3D2600 NTS 4 d 16 757 O P.E.058705
212 212 F-1
L� j L�
218. (5-TRACK HEAD&SILL SHOWN) 211 214 ;7(5TRACK HEAD&SILL SHOWN) 211
74
215 217 215 217
-- - --- --A --
.EXAMPLE MULTI-PART EXTERIOR FRAME EXAMPLE MULTI-PART INTERIOR FRAME
71 71 n 71
O DI IO is I M1II 01
i i it li n l
7s _
78 7B
EXT. INT. EXT. INT, EXT, INT.
94114"
MAX. MAX.
HEIGHT DLO
ALL ALL
CO FIG. CONFIG.
NOTE:ITEM 74,
INTERIOR SILL IS
NOTAPPROVED
77 WHERE WATER
EXTE R 70 EXTERIOR INFILTRATION 13
REQUIRED.
- - - - - -- --- - -- - -- - ---- - - -
n 71
MODEDUC,PREVfB -- -
® ® ¢ mcamolyles e'4b 6e Flat*
O 8 2112" O 8 ACCW aetNa 1� c42o•8
e. am- k
1314 _ -
_ lx I
--- -- - ---- - ---
,(!
_ 74
LY
NOTE: u F •,!�
MAX.DP W/13/4"
SILL +36.3 PSF VERTICAL SECT. 72 VERTICAL SECT. 72 VERTICAL SECT. =�t No.58705 *" I
STANDARD SILL EXTENDED SILL INTERIOR SILL
1070N.v L3 e°` VERTICAL SECTIONS �,�crss•,, RtDP,.aG,��:
JR' 04Pofi/!7 O NOCHANGES THIS SHEET. CERr.OFAUTH.0=0 ALUM,SLIDING GLASS DOOR,NON-IMPACT
cmn oat oas: ma�wrwnom�r ® ssraumrc mac ewm w.rsxo — A.LYNN MILLER RE
FJL 09/08/04 J.I. W07/1J3 aMMME'� 8GD1bL0 1/2 5 u 16 757 0 P.Ep 58705
1
SECT.A-A ^` SECT.D-D SECT.E-E
4 INTERIOR
---�-- --- - - - -- - - --- o
0--Al - ----- - (ALL SECTIONS)
-- --f---- ----- - -- - ` ---- +-- EXTERIOR
SECT.B-B SECT.C-C
SINGLE/SINGLE INTERLOCK EXAMPLE W/NO REINFORCEMENT(TABLE 1,SHT.2 DESIGN PRESSURES
68
24 OR 12!
! OR S
X X
X XORO X
670 8
SECT.A-A !as OR e
MOVABLE INTERLOCK SECT.C-C
AT P-HOOK SECT. B-B LOCKSTILE AT ASTRAGAL
MOVABLE SINGLE/SINGLE INTERLOCK
i
7B AND 77 B OR 108 X OR OR !o!
Ois
Ply kV%itbtb-F%"
AIR SPACER, Rnpdlo
TYP.ALL SECTIONS "4'
.
=O SEEONLY ITH
_ FIXDPP s�"S
-
78
- -- -- ----- -- -- - --- --- -- - - - -- - - - - - - - -- -- -- - - -
- - - - - _ ---- -------- SECT,D-D - -- - - - - - - - `.��� A'bICENSF�/(,','- -
SECT. E-E * No.58705
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK
LOCKSTILE AT JAMB
1070ia Fl HORIZONTAL SECTIONS, TABLE 1- DPS DRiW �:�6` ''•FEORIOP,.•
�r)Iearaoo [I� ,� � �S,/OVAL
JR" 04N517 O NO CHANGES THIS SHEET. CERT.OFAIRH.7R8TBB ALUM.SLIDING GLASS DOOR,NON-IMPACT ,1 11111o%
�,o� fa�c - oorrmmnoran scree BOA �iboNO 101 A.LYNN MILLER P.E.
Fk 09/aB/04 - J.J. OClD7/DB ,� xraam Swmo !/2 B d 16 757 O P.E.#68785