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led-$18te5- � INDIANA Nein York
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KANSAS tE ISSOVIiI, WET :`�£ -
' VIRGINIA'„
_...... -_.. .. .. KENTUCKY::VIRGINIA.
Query Date:Wed Ded 09 2015 ;OKLAHOMA TENNESSEE C•NO IH
Latitude:27.2728 ARKANSAS CAROLLINA
1 --" MISSISSIPPI SOUTH
Longitude:-80.2051 ALABAMA cnaoLlNn
ASCE 7-10 Windspeeds Texas L'ouls+nNn �EORGIn
(3-sec peak gust in mph*): /� No slog
F ,
Risk Category I:150 ouifo6 j
Risk Category It:164 Mexsd
Risk Category III-IV:175 mit;6
MRI**10-Year:88 y
MRI**25-Year:109 MezlcoCuy 7 f Domlmwn,-
MRI**50-Year:122 :> 4 int t 1Bepumlc *�� }
MRI**100-Year:133
matg
ASCE 7-05 Windspeed: (i } $ond,u+r•e!s✓ `Caribbean sea
142(3-sec peak gust in mph) Nicera9tia
ASCE 7-93 Windspeed: f_: O° �@ r Mapeatedaf�0lscoog1giNEGI
100(fastest mile in mph)
'Miles per hour
••Mean Recurrence Interval
Users should consult with local building officials
to determine if there are community-specific wind speed
requirements that govern.
n
0 Print your results
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While the information presented on this website is believed to be correct,ATC and its sponsors and contributors
assume no responsibility or liability for its accuracy.The material presented in the windspeed report should not
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use of this information replace the sound judgment of such competent professionals, having experience and
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interpreting and applying the results of the windspeed report provided by this website. Users of the information
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approval by the governing building code bodies responsible for building code approval and interpretation for the
building site described by latitude/longitude location in the windspeed load report.
Sponsored by the ATC Endowment Fund•Applied Technology Council•201 Redwood Shores Parkway,Suite 240•Redwood City,California 94065•(650)595.1542
http://windspeed.atcouncil.org/index.php?option=corn content&view=article&id=10&dec... 12/9/2015
Florida Building Code Online Page 1 of 3
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Pr;dret Approval Menu>Product or Application Search>Application List>Application Detail
M_nvv
,��- FL# =,s,.n
A aApplication Type
Code Version 2014
Application Status pp—ed
'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer T Indo es
Address/Phone/Email --b echnologyDrive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exteor Door9
Subcategory Shding tenor Door sse lies
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method i Option A
Date Submitted 09/14/2015
Date Validated 09/17/2015
Date Pending FBC Approval
Date Approved 09/20/2015
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsEt2PTand5b... 12/15/2015
Florida Building Code Online Page 2 of 3
Summary of Products
i Fl.# Model,Number or Name Description
251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FIJSI R?6 C CA(�4-0123_.:]_Rf
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(NOA)for FL251 xR26 11 14-0123.1_3..PEL
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1251.2 ISGD-670HP(Non-Impact) Aluminum Sliding Glass Door
{Limits of Use Certification Agency Certificate
j Approved for use in HVHZ:Yes FL 751_R26 C CAC 15-0106.07 HP.pdf
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(NOA)for FL251 R26 11 15-0106.07 HP.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
{ Evaluation Reports
i Created by Independent Third Party:
251.3 jSGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate i
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0609.11.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j
Impact Resistant:No 03/18/2019 iI
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 11 15-0609i1,_pdf
iproduct performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 ISGD-770.(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 14-0128.11 Dcor.cdf
' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
1 Impact Resistant:Yes 02/17/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 Il 14-0128.11 Door.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO'-CER
size,and spacing information. Created by Independent Third Party:
j Evaluation Reports
Created by Independent Third Party: yy
251.5 JSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door I
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0106.08 HP LM.cdf
j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 Il 15-0106.08 HP LM.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
{ Evaluation Reports
Created by Independent Third Party:
k 251.6 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
1 Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.09 HP SM.odf
! Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
( Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 11 15-0106.09 HP SM.udf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
' Evaluation Reports
Created by Independent Third Party:
251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
!Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0609.i2.pdf
i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017 f
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 It 15-0609.12.ndf
product performance information;anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
{size,and spacing information. Created by Independent Third Party:
i Evaluation Reports
_ Created by Independent Third Party:
{251.8GW5901WTR_Lmp ) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for us*lnHZ: FL251 R26 C CAC 15-0609.10 DR.cdApproved for use V Quality Assurance Contract Expiration Date
Impact Resistan - 05/22/2018
Design Pressurea o hstru tions
Other:Please seeade County Notice of Acceptance(NOA)for ._y,+,�+ '� 1
product performance information,anchorage details,and anchor type, rami- ade`1CC0-CER
!size,and spacing information. Created by Independent Third Party: i
EvaluationReports {
Created by Independent Third Party: (
251.9 SGD-2770(Large Missile Impact) lVinyl Sliding Glass Door 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 11,26, C CAC. 15-0409.02.odf
! Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5 b... 12/15/2015
Florida Building Code Online Page 3 of 3
' Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 IT 15-0409.02.pc1f
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
_ size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.10 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0612.06 LM.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
iImpact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
{ Other:Please see Miami-Dade County Notice of Acceptance(NCA)for FL251 R26 I1 15-0612.06 LM.Ddf
{product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
j Created by Independent Third Party:
251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 1$-0612.0:SM.pft
-----.......-----'—'—'-—.._.__...._....._..__.
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
! Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R2-6 1_15=Q612_g7 Sf t.pdf
j product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER {
size,and spacing information. Created by Independent Third Party:
! Evaluation Reports
Created by Independent Third Party:
251.12 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2016
iDesign Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI-251 R26 IT 15-0409.04.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251. R26 C CAC 15.0409.02.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2016
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251.1:21; 11 15-0409.02.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created E. by Independent Third Party:
- ._......__....__.................. ..._.. ....._..._._.._..__._._.........__......__.._- _.......... ................. —.._..-------
E:
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
4 0
srrurit:v.at r;rat t{::
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsEt2PTand5b... 12/15/2015
MIAMI-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) 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(ill 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:DESCRIPTION: IISGD-25 4 Alrunin�um Slide C`ass wo
Reinforcements—Non-Impact
APPROVAL DOCUMENT: Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact",
sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed
and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None: pproved Hurricane Protection devices,complying w/FBC,as
applicable are required.
Limitations: 1. Use of Table,1,,requires No reinforcements.
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%a"nominal air space is applicable for I.G.glazing with Truseal Duraseat spacer.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
series and following statement: "Miami-Dade County Product Control Approved",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#12-0726.03 and consists of this page 1 and evidence pages E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E.
NO - .o;1S-'060 .1
MIAMI DAdE COUNTY Xl2iratioil��te: !Iay 2�2, 8AwJ
roval Date: August 13,2015
,\q\ Page 1
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files below),
2. Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact",sheets I through 16
of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and
sealed by Lynn Miller,P.E.
B. TESTS (submitted under files#12-0726.03/#11-1018.11/#08-0213.03)
1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94
Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc.,Test Report No FTL-5095, dated 12-13-
06, signed and sealed by Edmundo Largaespada, P.E.
2. Additional test reports,Test report No. FTL-3102, FTL-3116, 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).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 05/29/15,complying
with FBC-214(5'h Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E.
2. Glazing complies with ASTME-1300-02&-04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(51h edition) and letter of no financial
interest,prepared by PGT,dated'05/29/15, signed and sealed 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 22,2018.
2. Previous NOA associated files: 08-0213.03,#07-0309.09 and#04-1220.05
3. Test proposals No(s) 07-2245 and#04-0404 approved by BCCO.
shag 1.Chands,P.E.
Product Control Examiner
NOA No.15-0609.10
Expiration Date: May 22,2018
Approval Date: August 13,2015
E-1
COMPARATIVE ANALYSIS: TABLE 1. COMPARATIVE 9NALXSIS' TABLE 3.
>EXTENDED SILL,2 112"HIGH EXTENDED SILL,2 112' HIGH INTERIOR
>SINGLE/SINGLE INTERLOCK INTERIOR RSING OUBLE IN TERLOCK OU SIDE). 46
>NO REINFORCEMENT(SEE SECTIONS ON SHEET 6) >FULL REINFORCEMENT(S SECTIONSON SHEETS) 45
GLASS TYPES: L.RS
B.FTL-3117&FTI-4277;3/16°OR 1/4"TEMPERED =- -=
.FTL3i02;114'TEMPE ED
D.FTL-4280&FTL-4285;5/8"TEMPERED I.G.(3/16'T,1/4'SPACE,3/16"T) D.PTL 7 •4275;5/8"TEMPERED I.G.(3/16"T,1/4'SPACE,3/16"T)
NOM. co OVER-ALL DOOR HEIGHT EXTERIOR NOM. cn OVER-ALL DOOR HEIGHT EXTERIOR
PANEL g 0 PANEL
WIDTH (9 90'(g) 84"(70) 90"(75) 96'(Bq SINGL /SINGLE WIDTH a "{6e) 84"(70) 90"(75) 96"(80) SINGLE/DOUBLE
INTERLOCK INTERLOCK
B +65.0 -98.8 +65.0 -70.0 +64.6 -64.6 +60.0 •60.0 -RQ C +65.0 -127.1 +65.0 -120.0 +65.0 -110.8 +65.0 -102.9 REINFORCED
24"(20) REINFORCEMENT 24"(20)
D +65.0 -107.1 +65.0 -80.0 +65.0 -73.8 +85.0 -88.8 D +85.0 -130.0 +85.0 -130.0 +85.0 -120.0 +65.01-111.4
30°(20) B +65.0 -82.7 +58.4 -56.4 +53.8 -53.8 +49.8 -49.8 C +65.0 -106.3 +65.0 -100.2 +65.0 -92.2 +65.0 -85.3
D +65.0 -89.6 +65.0 -66.8 +61.4 -81.4 +56.9 -56.9 30"(25) D +65.0 -115.2 +65.0 -108.5 +65.0 -99.6 +65.0 -92.4
B +65.0 -72.3 +50.9 -50.9 +46.7 46.7 +43.1 -43.1 C +65.0 -92.9 +65.0 -87.3 +65.0 -80.0 +85.0 -73.8
36"(3°) 361.(30)
D +65.0 -78.3 1+58.2 -58.2 +53.3 -53.3 +49.2 -49.2 D 1 +65.0 -100.6 +65.0 -94.5 1+65.0 -86.7 +65.0 -80.0
B +65.0 -65.1 +45.7 -45.7 +41.7 -41.7 +38.M40
C +65.0 -78.4 +65.0 -78.4 +65.0 -71.6 +65.0 -65.8
(e) 42 35 +85 0 x+65.0 -84.9 +65.0 -77.5 +65.0 -71.3
42" 3 D +65.0 -70.5 +52.2 -52.2 +47.7 47.7 +43. ( )
B +60.0 -60.0 +42.0 •42.0 +38.2 -38.2 +35. +60TO -60.0 60.0 80.0 +60.0 60.0 +80.0 60.0
48'(40) D +65.0 -65.0 +48.0 -48.0 +43.6 •43.6 +40. 48 (4) D +65.0 -65.0 +65.0 -85.0 +65.0 -85.0 +g5.0 -65.0
PQOD iI9�PImW
YA*Ww Dl'7--3TljN r.
COMPARATIVE ANALYSIS: TABLE2. al lc
>EXTENDED SILL,2112"HIGH Cel
INTERIOR 46
>SINGLEISINGLE INTERLOCK
>FULL REINFORCEMENT(SEE SECTIONS ON SHEET 7) 46
GLASS TYPES: SEE NOTES 1&2
B.FTL-3118;3116"OR 1/4"TEMPERED POS.
D.FTL-4341;518"TEMPERED I.G.(3116"T,1/4"SPACE,3/16"T) SILL DESIGN
NOM. OVER-ALL DOOR HEIGHT EXTERIOR HEIGHT PRESS.
PANEL (IN.) (PSF)
g 80"(68) 84"(70) 90"Q0) 96"(80) SINGL /SINGLE 2 1/2" +85.0
WIDTH C9 INTERLOCK
24"(20) B,D +65.0 -105.9 +65.0 -100.0 +65.0 -92.3 +65.0 -85.7 REINFORCED 1 3/4" +35.3
INTERIOR NOT
30•'(20) B,D +65.0 -88.6 +65.0 -83.5 +65.0 -78.8 +65.0 -71.1 NOTES: SILL RATED
36"(30)'lB,D +65.0 -77.4 +65.0 -72.7 +65.0 •66.7 +61.5 -61.6 111111 I mil
42"(36) B,D +65.0 -85.3 +65.0 -65.3 +59.6 -59.8 +54,9 -54.9 1.POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 2 1/2"HIGH \�� ON 7/Ze
SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3/4"SILL. t��`•.•�1GENSF
46'(40) B,D 1+50.0 -50.0 +50.0 -50.0 +50.0 50.0 +50.0 -50.01 NEGATIVE PRESSURES ARE UNCHANGED t
T' N0.58705 x
2.INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED,IN WHICH = yF
CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE -
SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. = '•.Ck-S E 0
aa: w.amc
a�ta.e n�•.
FK 14M7 L AVID SILL NT.VS+DP TABS DESIGN PRESSURES,NO REINFORCEMENT %F F<OR1D?:.•'
1070 TECNN0'-'-- ,� �'�19.9 L
J.J. Id131I1 M OCtMNOETNISSHEET NOKOMIS,A.31775 ,
°'" C;TP.asoxl518 ALUM.SLIDING GLASS DOOR,NON-IMPACT ''I
L.M. 5/18/16 N NO CNANOE7NIS SHEET e.w+edt are n a..wea pe' A.LYNN MILLER,P.E.
3;;;vaxr nw NOKOMA FL JI271 l?rlbly Better SOD2600 NT$ 2 a 16 757 111 P.E.#58705
F.K. OB/W4 J.J. 0-0021 8
CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES:
FIXED L,H.
1.MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48"NOMINAL
A INTERLOCK LOCKSTILE R LOCKSTILE INTERLOCK WIDTH PANEL TYPES IS 4418".
R.H. R.H. FIXED STANDARD 2.MAX.DLO,HEIGHT=913/4'
B INTERLOCK INTERLOCK S LOCKSTILE ASTRAGAL 3.DOOR CONFIGURATIONS INCLUDE BY-PASS,POCKET AND ANY
COMINATION THEREOF(LIMITED TO EIGHT PANELS AND SEVEN
TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE UP OF
R.H. REVERSE REVERSE FIXED THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11
C INTERLOCK ASTRAGAL T ASTRAGAL LOCKSTILE AND 12 OF THIS NOA.
D LOCKSTILE INTERLOCK U REVERSE EXAMPLE MAXIMUM CONFIGURATIONS:
R.H. ASTRAGAL LOCKSTILE A.EIGHT PANELS ON FOUR TRACKS(CENTER MEET)
B.FIVE PANELS ON FIVE TRACKS(BY-PASS)
L.H. R.H. V FIXCED FIXED TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL
E INTERLOCK INTERLOCK LOCKSTILE LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS.
L.H. .H. DOUBLE STANDARD
F INTERLOCK INTERLOCK w INTERLOCK ASTRAGAL
G LOCKSTILE INTDOUBLE FIXED DOUBLE
ERLOCK Y LOCKSTILE INTERLOCK
R.H, F=L.. r=:l L.H, _
H INTERLOCK INTERLOCK Z LOCKSTILE LOCKSTILE Pk0DUCrR%V1SW
DOUBLE DOUBLE DOUBLE to
INTERLOCK INTERLOCK YR INTERLOCK F-1=7F7
LOCKSTILE
j LOCKSTILE STANDRDOUBLE
ASTRAGAALD GR INTERLOCK LOCKSTtLE
K INTERLOCKREVERSE R.H.
LR ASTRAGAL INTERLOCK
L.H. STANDARD DOUBLE
L INTERLOCK ASTRAGAL WR ASTRAGAL INTERLOCK
M LOCKSTILE LNT�H DOUBLE
IERLOCK DS INTERLOCK R.H.INTERLOCK
STANDARD L.H. L.H. DOUBLE
LYNN N ASTRAGAL INTERLOCK SD INTERLOCK INTERLOCK �4&4
............
F;LR FIXED No.58705
P INTERLOCK LOCKSTILE
-0
F.K. ia2W7
L 0 CMNGE THIS SHWT
a" 'AT
0
jr
DRIW W- PANEL TYPES
1070 7ECKNOLOGY
JJ, I8/13/11 m 0 CHANGE THIS SHEET .6
MOKOUS,FL 34.
p—dar. ..........
LAI. 5VS116 N NO CHANGE MIS SHEET $29 ALUM.SLIDING GLASS DOOR,NON-IMPACT 'S'1lt 0NAt-
3 16 767
By ow. 54274 Visibly Better LYNN'N11lRE'FZ,P.E.
Fx_ 02W04
8002WO NTS REM 55765
441/8"MAX.DAYLIGHT OPENING FOR 48"NOMINAL,ALL CONFIGURATIONS
— — — --- -
75 314
r Lu r MAX. U T.
80"
o a y MAX. 60"
cC) / / DAYLIGHT HAT.
HT. p OPENING
Q.
o.
L= —,- —L--]
48"NOM.MAX.PANEL WIDTH —r�—Ii 48"NOM.MAX.PAN W1D � — =i
X�X�X+.O O. ' �11;fX.P .y
407
NOTES:
1.SEE SHEET 3 FOR PANEL TYPES.
_ 2.DLO WIDTH=NOMINAL WIDTH-3 7/8"
-- -- — 3.DLO HEIGHT=DOOR HEIGHT-41/4'
DLO
HT.
DLO
WIDTH PRODUCf REVISED
w eempblq vhr The Rod&
6e6A1e9Cod.
Aieept�No„jf 0605•/6
48"NOM.MAX.PANEL WIDTH —Ii 48"NOM.MAX.PANEL WIDTH
Y
p 913/4" 96.
n MX
DAYLiHT HT.
OPENING
T— 98" 96"
MAX.
39" MAX." HT.
TYlP -- � � `�N�LYNN M/�'/i/i/
48"NOM.MAX.PANEL WIDTH —r^=i 48"NOM.MAX.PANEL WIDTH
XD or pX OX or XO oXXXO or OXXXD _
Na.58705
. Ruxi a owl+n' ���••. TEBY
�Br •�`
F.K. IVAU7 L NO CHANGE THIS SHEET EXAMPLE ELEVATIONS ; ,
hrs Pew+..e 10707ECHNOLOOYDRNE ........
J.J. 10/13/11 M O CHANOE THIS SHEET NOKOMIS FL 31276
P.O.eox+62s �— ALUM.SLIDING GLASS DOOR,NON-IMPACT '/S's/OIVA1
LM. 62S/f6 N NO CHANOETHISSHEET NDKOM/S,FL 30271 Visibly Better sn..t °i"�°� p"' A.L�IIIJ MIL�LtlA�P.E.
o,...e/- oae 0.r Dae SOD2600 NT$ 4 a 16 757 AI P.E.#58705
F.K. 09/OS/04 J.J. 04/O2Po6
212 LI Ll 212 L r Li
F-F
62 <(5 — TRACK HEAD & SILL SHO 1 214 216 (5 — TRACK HEAD & SILL SHO 17r(74
2 215 217
EXAMPLE MULTI-PART EXTERIOR FRAME EXAMPLE MULTI-PART INTERIOR FRAME
71 71 n71
I°
7s !
78 76
EXT. INT. EXT. INT. EXT. INT.
rRODUCf REVISED
94 1/4" w cwpWn h►W Pfnlr
MAX. DLO. A.epptw. V-7!6405-/v
I
HEIGHT �
ALL t"D+19 Gg2.218
.1
ALL CONFIG.
CO FIG. NOTE:ITEM 74, Mao vf*~p
INTERIOR SILL IS
NOTAPPROVED
WHERE WATER
77 INFILTRATION IS
EXT IOR 70 EXTERIOR REQUIRED.
77 70
0 8 0 e 2112 0 9 -0
13/4"
74
LYNN
NOTE: ��:.•'��ceNsg'•.•?
SILLX.D �
35.3PSF
= VERTICAL SECT. 72 VERTICAL SECT. 72 VERTICAL SECT. P
No.58!05
STANDARD SILL EXTENDED SILL INTERIOR SILL :G -
wwOr• aw Rnnn++: 0i6p" A SATE I' '.w
F.K. 1M2w7 ndL NO CHANGE THIS SHEET 10707ECHNCLOGYDAIVE VERTICAL SECTIONS �'�T pt ?I
J.J. 10'18111" M ur
OCHANOETHISSHEET NOXOM�'FL31276 F ALUM.SLIDING GLASS DOOR,NON-IMPACT �'c`�'S/••'•• E���`�
BOX 1529
L.M. ;0910
5 N NO CHANGE THIS SHEET
� NOKOMlS,FL 3177! Vtrlbly Belzer w1BFSK.
.K. 8Po4 J.J. 01N2/05 SOO2500 1/2 5
SECT,A SECT.D-D SECT.E-E
0 101
INTERIOR
Q1 0 0 (ALL SECTIONS)
N07 EXTERIOR
SECT,13-13 7 SECT.C-C
SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES)
ss
24 OR 121
X I &OR
OR CO
XX
6 X OR
FOR
M01MMEVOW
SECT. A—A fAc%mpbI"wirbmrww
bamloscaft
MOVABLE INTERLOCK 'OR 6 SECT, C—C N. -" 0
ATP—HOOK
SECT. B—B LOCKSTILE AT ASTRAGAL Lob—-'r
MOVABLE SINGLE/SINGLE INTERLOCK
F76 AND 77 6 0 I OR O OR XOR Q- 101
0 0 11
0 0 AIR SPACER,
TYP.ALL SECTIONS USED ONLY WITH
x FIXED PANEL, 78 73 kill III—
LYNIV
XiCEN
SECT. D—D .."'......
CEN
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E— No.50705 s
LOCKSTILE AT JAMB
2W 11?1�I...SHWT 0
s
NO CHAINGE THIS SHEET 11070TECHNOLOGYDRAIL' HORIZONTAL SECTIONS, TABLE 1- DIPS -101
J.J.J. fwfa(ll
DOOR,NON-IMPACT&W15 NOKOMI9,/134175 _0 WT 7LUM.SLIDING GLASS /'/'#
L.M. N No CHANGEr SHEET P.O.BOX1629 C
1� 1� P.E.
awxaa aro; NOKOMIS,FL 34171 Visibbp Better A. I
F.K. D-06&w J.J. 00205 SGD25M 112 6 , 16 757 _ J'N REA 58705
SECT.A —y- SECT.H-H SECT.E-E
INTERIOR
(ALL SECTIONS)
Ell 3 EXTERIOR
SECT.F-F SECT.
SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES)
ss
46 z4ORq
X 46 OR S
6 X OR
POR x
SECT. A—
tos OR 6
MOVABLE INTERLOCK SECT. G—G
SECT. E—F LOCKSTILE AT ASTRAGAL kA—�-1
AT P—HOOK ;;—w
MOVABLE SINGLE/SINGLE INTERLOCK
F'
2D a
D 6 OR fOS X OR 0 OR 8O
0 0
�9-
AIRSPACER,
TYP.ALL SECTIONS USED ONLY WITH
.x FIXED PANEL, 73
46
SECT. H—H
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E— No.58705
LOCKSTILE,AT JAM
STATE 0
er 'o
F.r. iagov THISSHEEr
L &V CNMOE N TABLE2-DPS
1wyll IT010TECHNOLOGYDRAT TAL SECTIONS,
M NO CIANGE THIS SHEET MKOMA FL 34275 IS'I'ONAC�o"
62 15 P.O.OQX ""III II o
L.M. N NO CHMIGH THIS SHEET f6w ALUM.SLIDING GLASS DDDR,NON-IMPACT
NOKOMIS,rL 34274 VijYb&Better LYNN M=P.E.
F.K. 025W —J�—7al 757 IRN RE.0
ootm J.J."J. 112_1 7
(1)FIXED PANEL CLIP(TOP)INSTALLED ON
EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME HEAD
(2)FIXED PANEL BRACKETS INSTALLED
ON EACH FIXED PANEL TO ATTACH FIXED
PANEL TO FRAME JAMB INSTALL W1#10x1"SMS(4)
76 RE-INSTALL#10x314"
PANEL SCREWS(2)
78 63
77
INSTALL WI32„ INSTALL Wt#10x1"SMS(4)
#Ioxl"
SMS(2) RE-INSTALL 1/4-20
PANEL SCREW(1)
llx 11
(1)FIXED PANEL CLIP(BOTTOM)INSTALLED
ON EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME SILL
x
)l x FIXED PANELS
c"trd
(i)TRACK CLIP ASSEMBLY INSTALLED
ON EACH ACTIVE PANEL AT THE INTERKOCK
POSITION TO SECURE THE ACTIVE PANEL TO
ITS RESPECTIVE SILL TRACK
66
67 -68
LYNN 4f
140.68705
OPERABLE PANELS
F.K. mmaw
—1= Q
Al
L 0ONGETHISSHEET
T,
DPJW CLIP FIXED CLIPS INSTALLATION
40MOP.,"c\
19,FL 34275 . .....
J.J. 1LVII M NO GE THIS SHEET
A
Sn
L.M. 15 14 ALUM,SLIDING GLASS DOOR,NON-IMPACT
NO CHM06 THIS 814EEr 0.Box I= Viably Better A.,
0— 1 WXOMA FL 34274 112 757 Lo�
J.J. 7.2w 1 1 9 � f6 _rN
F.WK P.E.0 587GS
1TEM PART#DESC.RIPTION PGT# HW PART#DESCRIPTION PGI'#
1 708 LOCKSTILE,MONOLITHIC 69362 62 522 COLONIAL INTERSECTION 41630
2 LATCH ASSEMBLY(LOCK) MOCK 63 124 APPLIED COLONIALMUNTIN 66631
3 LATCHASSEMBLY UM 7DUMY 64 1240 1/16 X I FLATBAR 68926T52
4 #10-32 X 1.25 PH.FL.MS(LATCH) 71114K 66 754 TRACK CLIP GUIDE 41754B/W
6 705 INTERLOCK(STD.),MONOLITHIC 69409 67 756 TRACK CLIP COVER 6756B/W
7 1119 #10 70.750 PH.PN.SMS-S.S. 7S 134X 68 #6 X 3/8 PP SMS 18-8 SS 76X38PPAX
8 1/4-20 X 1.125 PH.IN.MS 7142OXI 18PPMSX 69 740 HOOKSTRIP -HOOK 63713
9 1209 W STP,.187 X 320-PILE 6FELTK 70 722A HIGH-RISE TRACK ADAPTER 69371
11 706 TOP RAIL,MONOLITHIC 68172 71 702 2-TRACK HEAD 68179,
12 1281 W STP,.187 X.290 FIN SEAL 61281W 72 703E 2-TRACK EXTERIOR SILL 6703B
13 725B TOP PANEL GUIDE 41801 73 704 2-TRACK JAMB 68180
15 7070 1BOTTOM RAIL,MONOLITHIC 68173 74 637 2-TRACK INTERIOR SILL 68275
17 726 BOTTOM PANEL,GUIDE 41802 76 717 FDM PANEL.CLIP TOP 7LA 13A
18 661 SINGLEROLLER ASSY 7SRAZ 77 717B FDMD PANEL CLIP,BOTTOM 7717FPCA
19 661 SINGLE ROLLER ASSY.-S.S. 7SRAX 78 646 FDCEDPANELBRACKEF 41814
20 683 TANDEM ROLLER ASSY. 7683Z 90 1136 #6 X 1/2 PP SMS 76X12A
21 683 TANDEM ROI.L.ERASSY.-S.S. 7683SS 101 736 LOCKST114I.Ci GLASS 60392
23 609 ASTRAGAL,MONOLITHIC 68315 106 735 INTERLOCK STD. I.G.GLASS 60393
24 720 JASTRAGAL ,MONOLITHIC 69492 Ill 618 TOP RAIL I.G.GLASS 69088
26 653 LATCHKEEPFR 7SDKEEP 115 619 BOTTOM RAIL,I.G.GLASS 69089
27 653 LATCH KEEPER-S.S. 7SDKEEPX 121 737 ASTRAGAL I.G.GLASS 60394
28 #8 X.312 PH.TR.SMS 78X56A 130 518"I.G.GLASS;3/16"TFMPERED
29 729 JAMB BUMPER 72087K 1/4"SPACE 3/16"TFMPERED rxonucraev�ssn.
30 #6X375 PH.PN. SMS 76X38PPA "t°' 'a �`nmtila
131 1006 GLAZING VIlYYL-INSULATED GLASS 658GLJC
31 663/664 BUMPER SHIM .030OR,060 41831 134 745 DOUBLEINTURIOCK(STD.),I.G:GLAS 60551 a
33 734 DOUBLEINTERLOCK STD.),MONO. 69494 201 629 1-TRACK HEAD,POCKET DOOR 68176
36 1007 GLAZING VINYL,-3/16 61`304 202 628 1-TRACK JAMB POCKET DOOR 6628 `
37 GLAZING VfNYL-1/4 614GLK 203 666 OPT.SCREEN RAIL,POCKET DOOR 61394
39 3/16"TEMPERED GLASS 204 627 1-TRACK SILL,EXT.POCKET DOOR 68178M
40 1/4"TEMPEREDGL.ASS 208 631 3-TRACK HEAD 68182
42 645 ADD-ON STILE OXOONL 69112 209 632 3-TRACK JAMB 68183
45 755 1/2 X 1518 REINF.-ALUM 6755M
46 1214 1/2 X 1 1/4REINF,-ALUM. 61214M 210 633 3-TRACK SILL,EXT.W/SCREEN RAIL 68184M
49 749 REINFORCEMENT SPRING CLIP 713RKTM25 211 613 ADD-ON TRACK HEAD 68187
51 1040 MORTICELOCK EADLATCH 71040 212 614 ADD-ON TRACK FOR FRAME HEAD 68185
52 1040.2 MORTICELOCK(DEAD LATCH)S.S. 7104OX 213 617 2-TRACK FRAME JAMB,ADD-ON 68I88
53 CYLINDOMOUSING ASSY ORTI 70288K 214 1615 3-TRACK SILI,ADD-ON 68189M
54 1016 #8 X.625 PH.FL.SMS 7858ZA 215 616 ADD-ON TRACK W/SCREEN FOR SILL 68190M
55 657 BACKING PLATE ORTIC 4183ON 216 634 ADD-ON HEAD 68186 51� x'111
56 1045 IMORTICEHANDLESEr 71045 217 635 ADD-ONSILL 68191M \`�.Caaty LYNN /
57 JCOVERPIATE ?VT43 218 638 LOW-RISE2-TRACK SILL,EXTERIOR 68952M P,•'' UGENS�c•.,CF�
�4
S$ 659 IMORTICELATCH KEEPER, 7SDSPSXI 220 636 1-TRACK SILL INTERIOR 168274M No,88705
60 1239 13116'APPLIED MUNTIN 68421 222 671 LOW-RISE 1-TRACK SILL EXTERIOR 160803M -ro g-
61 665 100LONIALENDPIECE 41628 225 732 HIGEIRISETRACK ADAPTER 168313M =�
FX ltY181l7 t NQUAWETHISSFEEr
. oma' 7870TECHNOtOOYDRIVE� PARTS LISTS _ ��C� •'.�LpR4DA,.•'••�� �~
J.J. 1N131I7 M O CHANGE THIS SHEET NOKOMIS,FL$1276
=w=�� ALUM.SLIOtNG QLASS DOOR,NON-JMPACT S/ONnLNG�`.
L.M. 6!28116 N NO CHANGE THIS HEET P.O.SOX 1628 eo+r lw.c 111 I 1 s
er taHr ox NOKOMl8,A.6127� VLrYbly Better °i"�°M` "^' A.LYNN MILLER,P.E.
F.K. 09/0&//04 J.J. 06Om SOD260D NT5 f0 - 18 767 N P.E.858705
2.437 _FMff23l0'
2.310 2.310
1.032 1.452
�3 E
.890 ago T FrTt062
T-R .062093 093 1.816 1.13. LOCKSTILE
1.376 1.375 062 701 MAT'L: 6063-T6 I.G. INTERLOCK
L: 60
#736 MAT#735 63-T6
1 1.036 1--- i5ool-- I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK 2.437
I.G. TOP RAIL TOP RAIL MATL-6063-T6 MAT'L: 6063-T6
MAT'L: 6063-T5 GMAT'L: 6063-T5 134j745 #734
111 #618 #706 062
t032 2.310 -
FT�
,STD, LOCKING STILE 1.452
MAT'L: 6063-T6 r .093
#708
1.036
STD. INTERLOCK
MAT'L: 6063-T6
2.562
2.562 1 #705
.062 J"L .062
2.438 2.438 1.096 1.675 1.096
1.575
2,845 2.845
--1 .890 1-- .890 Ir-- PRODUCfREVISW
.125 125
bmm&scft*
I.G. BOTTOM RAIL BOTTOM RAIL !tj4--0ll q /,
MAT'L: 6063-T6 MAT'L: 6063-T5 rApki6a
115 #61915 #701 Is
I.G. ASTRAGAH.D. ATRAGAL 1_
MAT'L: 6063-L T6 MAT'L:S6063-T6 \_
#737 83 #720
.500 500[- H 0 0 0 0
T TH 115---
1.611 1.250 1.750 1.000 1.750 1.000
-L
4REINFORCEMENT 46 REINFORCEMENT
MATL063-T6 MAT'L: 6063-T6
'i6
755 #1214 2.000 0 .750
10 LYNN
I,OTE: ITEMS 45 AND 46 LENGTH .126 PANEL HT. - 4 1/4" \'0 .... 4f
77 FIXED PANEL CLIP, BOTTOM FIXED PANEL CLIP, TOP No.58705
MAT'L: 6063-TSMAT'L' 6063-T6
#71713 G) #717
�qy
FA • V 5 .'
NO cfkWGE INS SHEET 0
HIM MCHNOLOGYDRIVE
NOKOMIS,FL 34276
gr EXTRUSIONS,PANELS
7 L F
J.J. iN13H1 =- NO CHANGE THIS SHEET .......
L.M. NO CHANGE THIS SHEET m ALUM.SLIDING GLASS DOOR,NON-IMPACT I
P.O.ROK 1%.
amm V&Iblv Beller A LY I P.E.
RK PIEA58785
.660 �-
1 f+--- 3.624 --��
1.000 1
2.500
I 1.687 REF. •062
ANCHOR
HOLES
062
71 2 — TRACK HEAD 70 HI—RISE TRACK ADAPTER
MAT'L: 6063—T6 MAT'L: 6063—T5
#702 #722A
3.500 —06
2.370
.687 '
Ii I .060
I I 1.594 REF.
ANCHOR HOLES 1.010
73 2 — TRACK JAMB HOOKSTRIP
MAT'L: 6063—T6 69 MAT'L: 6063—T5
#704 #740
1.687 REF.
{•pOOUCf REV13
ANCHOR '062 r-.P"with de rkd&
HOLES AaNu 0
1.750 .500 � iafi+Mn D�ts1 5��8
�{.750 Rw Mri
' 062 203 OPTIONAL SCREEN
�— 4.676 RAIL, POCKET
MAT'L:#660663—T5
72 2 — TRACK EXTERIOR SILL
MAT'L: 6063—T6
#703B
—
1.687 REF. T
ANCHOR
HOLES 1.750
062 F 1
1 ' .562 .050 —+yl+ �lU u u 117
' I 225 HI—RISE TRACK ADAPTER
�--- 3.798 MAT'L: 6063—T5 Q�,.•"410ENSF �FP
#732
74 2 — TRACK INTERIOR SILL _ N0.58705
MAT'L#637 3—T6
s'�'�•. S JTEtt
FX. 10/10/07 L REMOVE4TEMS201 2a28 204 1.7RACKFRAME EXTRUSIONS,FRAME %6,s•'•':<0.14!. .•'•�c';
1070 TECHNOLOGYDRNE �i, ,5` G
J.J. id15V11 M F O CWWOE7NIS SHEET NOKOM/S,FL 31276 P n` �i�n/AJ.
�.
P.o.Dox 1623 ; ALUM.SLIDING GLASS DOOR,NON-IMPACT 41111 I I i�%'
L.M. 82W1b N NO CHANGE THIS SHEET NOKONIS FL 31271 VLr461y Bettn a""b0i1 �" x..t °H' �'" A.LYNN MILLER P.E.
omoer.B ane.+ tum SGD2600 NTS 12 d 16 757 N P.E.aes7os
F K OSPo m J.J. 0"vm
ADDED FRAME COMPONENTS
5.218 4.016 A 1 - 3.002 -►I 1.800
.L 4•.- - � I I J-
r�r� 7760 .950
1.000 r��
750 1.000 1.000
T .062 .062
ADD-ON TRACK,
T 062 -►IIS- 211 ADD-ON
:TRACK HEAD
212 ORFMAT'LME HEAD
216 MA ADD-ON
ADD
208 3 - TRACK HEAD #613 #614
MAT'L: 6063-T6 #634
#631
062 I
062 A 1 440 -►{
.se7 .osz
.687
3.187 - 625
5.094
2 - TRACK FRAME, 2.394 ��
209 LOW
3 - TRACK JAMB 213 MAT'L: 6063-T6 222 JAMB 1 EXTERIOR SILL,
ADD-ON-RISE
O
MAT'L:#632063-T6 #617 MAT'L:#6716063-T6
►2000CPREV1=
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.062 062 _r 440 ---1 r- A N, o /a
1 t 062 r
1 okr4e Dote
1.250 1� 1.250 8
.562 662
627
562 3.988 �� ..d P*
6.184 i 5.682
3 -TRACK SILL, EXTERIOR 214 3 TRACK MAT'L: ADD-ON
563 0 6 SILL 218 2 EXTERIOR SILL,
6063D 6 ADD-ON
-RISE
210 W/ SCREEN RAIL
MAT'L: 6063-T6 #638
#633
.062 } .062 �- .062 1 .062
562 .562 562 .662 r^��-��-�
{�- 2.446 1.844 T 3.798 2.204 - �I �� ��1Y LYNN 414 rrrr�
T 1�•'' CENS '..�F
215 ADD-ON TRACK W/ fi
2 -TRACK SILL, 1 -TRACK SILL, =
SCREEN FOR FRAME SILL 217 1 -TRACK ADD-ON SILL 119 INTERIOR W/ ADD-ON 220 INTERIOR W/ ADD-ON TIS No.56705 * '
MAT'L: 6063-T6 MAT'L: 6063-T6 MAT'L: 6063-T6 MAT'L: 6063-T6
#616 #635 #637 #636
F.K la2"7 L NO CHANGE THIS SHEET f070TECHNOLOOYDRNE EXTRUSIONS.FRAME(CONTINUED) 1'�� •. Tr:
�/ .
J.J. 1N13H1 R M CHANDETHIS SHEET NOKOMIS,"31276 '�SS C�
Po.Rgxfb7e A •SLIDING GLASS DOOR NON IMPACT 'rr��ONAL
L.M. 64S11b N NO CHANGE THIS SHEET NOKOMIS,FL 31771 VLr1b(y Better A.LYtUI1AAILL P.E.
w..oe, rwee a�.a tar SOD7600 NTS 13 d 16 757 N P.E.058705
F.K. 09/OSN6
HEAD&SILL ANCHOR CLUSTERS-JAMB&P--HOOK ANCHOR QUANTITIES TABLE T NOTES:
DP TABLE REF.>_._4H9ETp_-TABLE 1. ----5-uET2,TABLE 2. SHEET 3,TABLE 3. 1.ANCHOR TYPES:
-I-49ID B.0 R 0— COR
119\
GLASS FYFL> — 0 i)1!4"ELCO ULTRACON 2)1!4"ELCO SS4 CRETE-FLEX 3)#12 STEEL SCREW(Go)
15 -BO
INTERLOCK&:0 S S$R S13R
REINFORCEMENT 'EA FREA—D& HEAD& 2.GLASS TYPES: B-3116"TEMPERED C-1/4"TEMPERED D-5/8"TEMPERED I.G.
ANCHORTYPE S4LL JAMB =00K I SILL JAMB P-HOOK Stu. JAMB P-HOOK 3.INTERLOCK AND REINFORCEMENT KEY-
&SUBSTRATE
Z CLUSTER CLUSTER I SSN-SINGLE/SINGLE WITH NO REINFORCEMENT.
SSR-SINGLEISINGLE WITH FULL REINFORCEMENT.
NOM. 0 0 0 10 0 !0 0 SDR-SINGLE/DOUBLE WITH FULL REINFORCEMENT.
g!8 z z A z
PANEL UNIT 116 zo 8 16 R � 0 0
0 C6 cli CIE q q
8 z, 6 8 vf 0 8 81§ 101 4.ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING:
0 0 0
z
WIDTH x HT. cq cq, ci cqfvz IN Ic'I 11Z (41 4 z I cj cq - c1r C4 1 c1`1 -: N r1l - N24-000 x 60.000 C6 C6 18181 8 5 5 4 C6 C6 C61 8 181 4 5• 4 091C8 Col 8 a 1 8 51 5 51
84,000 C6_8 flo 4 C6 a , - - JAMBS AND P-HOOKS SPACING-6"MAX.FROM CORNERS AND 28"MAX.D.C.
4 4 56-66 C6 8 HEAD AND SILL SPACING L-6"MAX.FROM CORNERS AND 22 5116-MAX,O.C.
90.000 C6 1"' C6 C6 4--51 ce
q�04 8 A I A
96,000 *66 Ce 4-8-1,13 1 8 1- C 81 8,-,4* '9--4 561-ff do W-9-1 11
30.000 x 80.000 C6C6pB a 8 8 515 4 C6 ANCHOR QUANTITIES OF TABLE 4,USING THE DIMENSIONAL
4 5,4 5. INSTALL PER
84,000 6 C6 5 YI-4-C8 C8 C6 8 'jb
�2��po 10� CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT
4 4.ZW-�d C6 8 5 4
61
90.000 C6 C6 044 CBC&, -6- 16110 6 6 5' ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK
6 6 6 9 W, SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD,
0
96.000
39.00-0 x 80.000 C6 C6 C68 I Sp 1 8 515 C6106 6 8 a., 8 5 5 CS SILL AND JAMB TRACK SECTIONS.
6
W. ;f..j dblzid..dd
84.DOO
90.000 cis C4 16"MAX.
AJ
-W1..im
'csB
C68 ._.8...8. .8.,.4.
4 4 4 CIS
96.000 '676 14 i I ANCHOR 8
T270-00 x 80.000 C6 C6 C4 5 C6106 C4 8 81 8 5 5 4 C6(C6 C6 10 10 0 91 LOCATION, MAX
84.000 -if b TYP.
", " k-1- V-1 GCS a id p .
m000 546W'M 1 8 5 660,66161" 16",
j�h 46 66 04 8, 818 5 • 6 6 6
70.=Ect
54P4I!Riq4 4 ASTRAGAL OR DDUCrREVMD
8 t q- 8
8
5
�'o T
C
C14 -819- 6 id I TERLC
.8 8.... lei bmmwzcc&
C4 C4 8 8 5 51 5 C61 AtcqgwN 11
81Cq-
C14 4 Ce N )CK,TYP. -...p4ftttktmFkdk
C
4
8 4-tj
a
C q A T
- I-P.11 A
Smo 7,6444 66 6651i 8 el-*6--6--gl Y*die-[IC66-116.101 101101 6. 6 1-6
90.DOO 64 bw a 5-1 (4)ANCHOR CLUSTER- If
16"MAX.
ANCHOR LOCATIONS,-
8.
TYP.,(2)PER HEAD MAX, 14000 PA* CwAed
1 MIN.O.C.TYP.
5�--48"NOM.— 48"NOM. —48�OM. —48-NOM.—
ANCHOR
0 0
LOCATION, a!
EXAMPLE SOLUTION
MIN.(2) ANCHOR 2 "MAX. HEAD&SILL=6"MAX.FROM (6)ANCHOR CLUSTER-CB
T, PER AT LOCATION O.G. CORNERS,22 6116-MAX.O.C.AND C6
go* 26"MAX. AN
LOC
MIN,AT
2
R
LOCATION,
PERAT
MAX. O.C. 2-TRACK w Of TYP.,(1) AT EACH ASTRAGAL OR INTERLOCK 16"
Mg S 0 0 0 PER AT JAMBS&P-HOOKS=6"MAX.FROM
JAMBS.SEE 16"MAX.MAX8"
SHT.16 FOR P-HOOK CORNERS AND 28"MAX.D.C.
M UL 1_ 0 (9
ULTI k MAX..
TRACKS RAC TOTAL AT HEAD=30 ANCHORS
APPLICATION
0) 1 TOTAL AT SILL=30 ANCHORS
I
ANCHOR
< TOTAL ATJAMB= 8ANCHORS 0%,
y/4
TOTAL AT P-HOOK 5 ANCHORS ......
6 MAX-11 ON ...
0"Mulow—m
3r"MIN.
MAX.
7�=HEADASEILL CLUSTER LOCATION TYP. TER-ce
Nc,.66705 r'
48"NOM MAX. SEE 04,C6 OR C8 CLUSTER DETAILS
S
FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE CLUSTER DETAIL
Luz
F.K. R' AODPWOOKMU ATF
3 JM8 MJN-I!MULTI-MCKNOM�
Vow. 'C ANCHORAGE SPACING
.1j. �1.1�61WI NO 0~15TH16SHEEr 1070TECHNMOGYDRIVE
NOKOMIS,FL 34275
CiGWOEANCHOR TYPE 170 ULTRAICON ALUM.SLIDING GLASS DOOR,NON-IMPACT fit%
L.M. N P.O.H(?X 1629 ucw__ 1101
bi�wl 0, NOKOMIS,FL 34174 Visibly Better A.LYNN MILLER,P.E.
F.K. SOD25M I NTS 1'�f4 - 16 1" 767
13/8"MIN. CONCRETE ANCHOR 3.4 KSI MIN. CONC. 1-MIN.E.D.,TYP.(2)
(SEE NOTE 1) 13/4"MIN.E,D.(2 1/2'FOR 1.687 2x WOOD
CRETEFLEX),TYP.(2) (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE
1"MIN.E.D.,
WOOD ANCHORTy (2) NOTE 1. APPLICABLE TO HEAD OR JAMBS
(SEE NOTE 1) 1.594 ix WOOD BUCK 13/8" 1 IS AL. IN.
MIN. 6063-T5
D.C. (SEE NOTE 2) (EXTERIOR)
(EXTERIOR) T
.68 1/4"MAX.SHIM 114"MAX.SHIM
:L 2x WOOD c
(SEE NOTE 2) R - MS
11 ,- I , WOOD DETAIL-0 (SEE NOTE 1)ANCHOR DETAIL-J
114,MAX.SHIM (EXTERIOR) NOTES: TYPICAL FRAME HEAD INSTALLATIONS
DETAIL-F 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'ULTRACONS OR 114.SS4 A
SEE NOTE 1. CRETE-FLEX EMBEDDED I 314"MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314'(2112-FOR CRETEFLEX OR
- 1.5 KSI MIN. CMU CMU). FOR WOOD INSTALLATIONS USE#12 SCREWS OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1318"MIN.
OR 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112".WOOD BUCKS
KSI MIN. CONC� DEPICTED AS 2x ARE 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
APPROVED BY AUTHORITY HAVING JURISDICTION.
3.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK THE ALUMINUM
1,594
STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B.D AND F
CONCRETE ABOVE FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM(SEE DETAIL J).
ANCHORIF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN IN THIS NOA MAY BE USED.
F1 3/4"MIN.E.D. 4.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,
(SEE NOTE 1)
(21/2"
FOR NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL
QRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,
1x WOOD BUCK TYP.(2) 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY
(SEE NOTES 2) (EXTERIOR) t THE AUTHORITY HAVING JURISDICTION.
DETAIL-E 1/4'MAX. P20DUCtREVISED
"ftmplllis w1th lbw Florift
-7 1.687 (SEE NOTE 5) b-hgmz code
Li"L&N 17 A MEAN ME\MOM NNIA WOOD ANCHOR A
(SEE NOTE 1)_1,687 O.C.OC,
3.4 KSI MIN, CONC. (EXTERIOR) Fl 3/8'MIN.
1 WOOD BUCK,(SEE NOTE 2)
NOTE 1. 4 CONC.ANCHOR
NOTE 1. 13 all MIN. 1-,MIN,E.D.,
WOOD ANCHOR TYP.(2)A
(SEE NOTE 1) 2x WOOD
(SEE NOTE 1)
DETAIL-B (SEE NOTE 2)
2x WOOD
CONC.ANCHOR s `I
(SEE NOTE 1) 1 1/4" �T (SEE NOTE 2)
ii "'� 7i: /4' I'MIN.A 114"MAX.
MIN.E.D. MIN.E.D. E.D.
1.687.0� (SEE NOTE 4)
(EXTER110
(SILL) (SILL) (SILL) A
CONCRETE ANCHOR F.OR,'R (2)
(SEE CONC. \Aj LY14N
(EXTERIOR) (EXTERIOR) (EXTERIOR)
DETAIL-G DETAIL-H DETAIL-I
No.58705
TYPICAL POCKET P-HOOK INSTALLATION TYPICAL A -- - - -------
0;1 c NOcwWGETHISSHEEr STAT�r/5
11070TECHNOLOGYMNEill.A GEDETAIL "03
jFr-.ft_jff_l
i.j. 10113111 m NO CHANGE THIS 'r NOKOMS,FL 34276nr
�vy- ...........
AftwUHA—NGE—ED15EDISTANCEFORCRET��FI-IX&CUU,CHANGE
I ALUM.SLIDING GLASS
LM. 04115 UP TOrTRACOMADD WOOD GEDISTANGE Ro.Box IMP DOOR,NON-IMPACT
09)0&ft
D—od* lo-ft-
ALYWj41uL9A,
r.Iw lch�� NOKOMIS,n 342r4 Visibly Better "-ft A. 9.\E*'
F.K. W Jj. zw 5002500 114 1 15 16 757 N P.E.#$8705
JAMB INTERIOR
1.69
MIN. 7 6 5 4 3 2
7
1.59
6 MIN, 11 m
ANCHOR LOCATION,TYP. O.C.
5
4
3
NOTES ON POTENTIAL ANCHOR LOCATIONS:
1.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4,
SHEET 14,APPLIES AS THE MINIMUM REQUIREMENT FOR ALL
TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN
TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK
CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL
AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN Zo
THE CLOSED AND LOCKED POSTION. MINIMUM ON-CENTER PRODOCf RLVISW
DIMENSIONS FOR ANCHORS ARE 1.69"AT HEAD AND SILL AND Z==h�d"Fie"
�
1.59'FOR JAMBS. AeaeWrce N^1.�rr�e�r o
1�1tWrale MHNy.?Q
2.EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK 2
FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- JAMB EXTERIOR *
TRACK SECTIONS.
3
4
n 4 5
n 51 4 St 4 F 4 I II II 6
u u
HEAD/SILL EXTERIOR I(1I HEAD/SILL INTERIOR
�oN,..:....
NO.58705
M!� N•O.0 i t __
ftWBr. pIa RMkw. a.eperc =Q E F C(J
F.K. 1aml, L REMOVE I-TRACKFRAME FRAME,POTENTIAL ANCHOR LOCATIONS ' cr ''•:`:<ORIDP.
yV 1010 TECHNOLOOYDRNE �i�S ••••
J.J. 1-1.3111 M OCHANOETHIS SHEET NOKOMIS,FL 342T5 n` ��i Si()NAL
PD ear laze T ALUM.SLIDING GLASS DOOR,NON-IMPACT 1011111%
L.M. 5/2&15 N NO CHANGE THIS SHEET t.�wa,e _T____1_m trMpNa N.r.
OYwm BY: pY: p4 NOKOMIS,FL 31274 Visibly Better A.LYNN MILLER P.E.
F.K. 09/OdKYi J.J. 01312318 SOD2500 114 16 ^� 18 7b7 N RE#58705