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aMi,i,, _ ,, PreAi:ct Annroval Menu>Product or Aoullcatipn Search>Auulication List>Application Detail
FL# FL 51-R27
'= Application Type
Code Version 2014
Application Status Ap ro
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer pG Industries
Address/Phone/Email
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@ pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens 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 Ex erior Doors
Subcategory Sliding Exteriorpop ssem le
Compliance Method 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 1 Option A
Date Submitted 03/15/2016
Date Validated 03/22/2016
Date Pending FBC Approval
Date Approved 03/22/2016
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Florida Building Code Online Page 2 of 3
Summary of Products
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 FI„251_.,8....?,.7 C, 4AC 7,�-101.,..4,pAf
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 R27 TI 15-1013.14,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:
251.2 SGD-67)HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI 251 R27 C CAC 15-0106.07 riP.odf
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 R27 ii 15-0106.07 HP.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:
251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0609.11.odf
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(NOA)for FL251 R27 Tl 15-0609.11.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:
251.4SGD�777,)1(Lar a Missfl�Ie npaet) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in FL251 R27 C CAC 15-1013.15.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes jIrst;aI;1aU;g;n
Design Pressure:N/A �Xnstr �Other:Please see Miami-Dade County Notice of Acceptance( for ad
product performance information,anchorage details,and anchor typ , ”EdI87RAM1iam+=DadeBG•• ER '
size,and spacing information. Created y
Evaluation Reports
Created by Independent Third Party:
251.5 JSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.08 HP LM.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 R27 II 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:
251.6 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 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 R27 II 15-0106.09 HP 5M.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:
251.7 =7771SGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0903.09.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 IT 15-0903 09pd
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:
251.8 SGD-2500(Nan-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC. 15-0609.10 DR.ndf
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(NOA)for FL251 R27 If 15-0609.10 DR.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:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0612.06 LM,odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
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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 R27 II 15-0612.06 LM.ndf
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(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0612.07 SM.ndf
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 R27 IT 15-0612.07 SM.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:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL2,�1 F_i77 C CHC 15-1210_07.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R77 IT 15-1210 02.od-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-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes F1251. R27 C CAC 15-1210.01.1odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 IT 15-1210.01.0df
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 HE
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
mall 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 have one.The
emails provided may be used for offidal 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:
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 4/25/2016
MIAMI•DADE WITA1-1I—DADE COUNTY,FLORIDA
p PRODUCT CONTROL SECTION
DEPARTMENT Or,REGULATORY AND ECONOMIC RESOURCES.(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINIS`rRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) w►nv.mlamldaae.aov/economy
PGT Industries,Inc.
1070 Teelunology Drive,
North Venice,Fl.34.275
SCOPE:
This NOA is being issued under the applicable rales 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 maturer,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.
R'1JR 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
DESCRIPTION: SerI1' �lnininitm,-lidiug Massboors w f Rei_n;for"c
APPROVAL DOCi7 Ing o. 4, titled "Series 770 H.P. A annum – 1.",
sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and
latest update 03/05/15,signed and sealed by Lynn A.Miller,P.E.,beating the Miami—Dade County Product
Control Section Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—
Dade County Product Control S
MISSILE IMPACT RAT al; e IYlissile nrpac$Fiesrstant
LABELING: Each unit shall bear a permanen manufacturer's name or logo, city, state,
series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted
herein.
REVISION 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 manufactruer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 13-1009.07 and consists of this page 1 and evidence pages E-1,E-2 and E-3,
as well as approval docurnent mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
C1A o
MIAMI BADE COUNTY ,x ]ratiatt Da e: 1Ytarclr 24,202, 1
' 4 val Date:
Pagel
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD - L.M.I.", sheets 01
through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated
12/31/14 and latest update 03/05/15,signed and sealed by Lynn A.Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
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 AIuminum Sliding Glass
Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7825,dated 06/10/2014,signed and sealed by Idalmis Ortega,P. E.
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing
Laboratory, Inc.;Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by
Martin D.Brinson,P.E.
(Submitted under previous NOA No. 13--1009.07)
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 Aluminum Sliding Glass
Doors (Samples A-1, A-2, B-1, B-2 and C-1), prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-5998R, dated 12/29/09, revised, signed and
sealed by Julio Gonzales,P. E.
(Submitted ander previous NOA No. 09-0826.12)
hime D.Gascon,P.E.
Product Castrol Section Supervisor
NOA No.15-0106.08
Expiration Date: March 24,2020
Approval Date: March 12,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No.'s FTL--5998, FTL-6005 and I+TL-601.2, dated
08/10/09,all signed and sealed by Julio Gonzales,P.E.
(Subinitted under previous NOA No. 09-0826.12)
5. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and
FTL-5254.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51"
Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by
Lynn A.Miller,P.E.
2. Glazing complies with ASTM E1300-04/09
D. QUALITY ASSURANCE
1. Miami Dade Departruent of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIMCATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Interlayer"dated 03/12/15, expiring on 12/11/16.
F. STATEMENTS
I. Statement letter of conformance to and complying with FBC 5"'Edition(2014),issued
by manufacturer, dated 12/31/14,signed and sealed by Lynn A. Miller,P. B.
2. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration
Testing Laboratory,Inc.,dated 06/10/14,signed and sealed by Idalrnis Ortega,P.E.
3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit
corporation, active and organized under the laws of. the State of Florida, dated
01/27/15 and filed by the Secretary of State.
4. Statement letter of commitment, issued by manufacturer, dated 02/20/14, signed and
sealed by Lynn A. Miller,P. E.
(Submitted under previous NOA No. 13-1009.07)
'Jaime D.Gascon,E
Product Control Section Supervisor
NOA No. 15-0106.08
Expiration Date: March 24,2020
Approval Date: March 12,2015
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED}
5. Statement letter of conformance to and complying with FBC 2010, issued by
manufacturer,dated 10/04/13,signed and sealed by Lynn A.Miller,P.E.
(Submitted underprevious NOA No. 13-1009.07)
6. Statement letter of no financial interest, issued by manufacturer, dated 10/04/13,
signed and sealed by Lynn A. Miller,P.E.
(Submitted ander previous NOA No. 13-1009.07)
7. Laboratory addendum letter for Test Report No. FTL4468, issued by Fenestration
Testing Laboratory,Inc.,dated 01/13/14,signed by Manny Sanchez, CEO.
(Submitted under previous NOA No. 73-1009.07)
8. Laboratory compliance letter for Test Report No. FTL--7468, issued by Fenestration
Testing Laboratory, Inc., dated 09/13/13,signed and sealed by Martin D.Brinson,P.E.
(Submitter)under previous A'OA No. 13-1009.07)
9. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon,
P. E.
(Submitted under previous NOA No. 13-1009.07)
10. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15-27.001 of the Florida Admiuistrative"Code, notifying original engineer that
the successor engineer is assuming RT11 professional and legal responsibility for all
engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by
Lynn A. Miller,P. E.
(Submitted under previous NOA No. 11--1018.16)
11. Laboratory compliance letter for Test Reports No.'s FTL--5998, FTL-6005 and
FTL-6012, all issued by Fenestration Testing Laboratory, Inc.,dated 08/10/09, signed
and sealed by Julio Gonzales,P. E.
(Submitted under previous NOA No. 09-0826.12)
12. Proposals No.'s 09-0177--A, dated 05/05/09, B, dated 05/27/09 and -C, dated
05/27/09,all issued by the Product Control,signed by Ishaq Chanda,P. E.
(Submitted unrler previous NDA No. 09-0826.12)
G. OTHERS
1. Notice of Acceptance No. 13-1009.07, issued to PGT Industries, Inc. for their Series
"770-111? Aluminum Sliding Glass Doors w / Reinforcements - L.M.I.", approved on
02/28/14 and expiring on 03/24/15.
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No.15-4106.08
Expiration Date: March 24,2020
Approval Date: March 12,2015
E-3
GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT DESIGNPRESSURERATING IMPACT RATING
SEE TABLES 1&1A ON RATED FOR LARGE&SMALL
1)GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET4 MISSILE IMPACT RESISTANCE
GLASS LjjS=HEAT STRENGTHED
LtF[ r 0v%,.-1CtP U
LAMINATED' OF31i8"HIM H.09D SGINTERLAYER�,
t ER.
G6=1"LAMINATED INSULATING GLASS:3/16"T EXT.CAP+3/8"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/16" HS GLASS WITH.090"SG INTERLAYER.
G6A-1"LAMINATED INSULATING GLASS: 1/4"T EXT.CAP+5/16"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/16" HS GLASS WITH.090"SG INTERLAYER.
2)DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. NOA DRAWING MAP
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE SHEET
DETAILS SEE SHEETS 4-6. GENERAL NOTES.............1
4)SHUTTERS ARE NOT REQUIRED. ELEVATIONS......................2
5)INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. GLAZING DETAILS............3
6)REFERENCES:TEST REPORTS FTL-5998,FTL-6005,FTL-7468,FTL-6012&FTL-7825. ANCHORAGE.....................4.6
ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL DESIGN PRESSURES.......4
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ELEVATIONS.....................7
HURRICANE ZONE(HVHZ). CONFIGURATIONS...........7
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. VERT.SECTIONS..............8
9)CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108")HIGH WITH MAXIMUM 4 FT.NOMINAL WIDE DOOR PANELS,MAXIMUM 4 PANELS,SEE HORIZ.SECTIONS............8
EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2&7. PARTS LIST.......................9
EXTRUSIONS....................10
D.L.O.WIDTH=NOM.PANEL WIDTH-7"
D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" Frame Min.Edge Min.
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Group Anchor Substrate Member Distance Embedment
Concrete(min.2. sl) eadISIIIIJamb 1' -315•
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6: 1 114"Elco Ulimcon Ungmuted CMU,(ASTM C-90) Jamb only 2-112` 1.114•
Grouted CMU ASTM G90,mIn..2ks.1g= Jambontv
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE 4•Eteo 4tp S.S. 4�
craten ksl)�LFieadlStSl/da9 6 NMI (♦t ,
COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHOR CratsFlax ,°�ts!'cMU1(`�STM`Ggb_lamb«aye r231t2a�9;1IA
SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND Concrete(min.2.85 ks0 Head/Sfll 1• 318`"
SUBSTRATE REQUIREMENTS. mcon Ungmted CMU ASTM G90 Jamb only 1• 1.114•
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. P.T.Southern Pine(SG=0.55) Head/Slil/Jamb 9116• 1318•
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD #12,18.8 or 410 Aluminum,6063-T6' Head/SIIVJamb 318• 0.071•
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID S.S.SMS, steel,A36 HeadISlWJamb 3I8• 0.050•
CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 3 (min 11 tlueads#n) Steel Stud,ASM Gr.33• HeadISIIVJamb 318• 0.0451•
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO Concrete(min.3.275 ksi) Head/SIIVJamb 1412• 13/s•
PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND 1/4•Elco 16.6 S.S. Ungmuted CMU,(ASTM 030) Jamb only 2• 1-114•
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Aggra-Gator Grouted CMU(ASTM C-90,min.2 ksl group Jamb only 2• 2• PRODUCT REtuD\YED
OF RECORD. P.T.Southern Pine SG=0.55 HEradlSlll/Jamb 1• 1.316• os ODUCcomplyREN the Florida
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS P.T.southern Pine(sG=0.55) HeadISlllUamb 9118 1316• Buildingpade _ p
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE 4 #12,Steel SMS G6, Aluminum,6063.75• Head/Sill/Jamb 3/8' 0.077• Ancef= No V
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (min.11 threadsnn) steel,A36 HeadISillJamb 318• o.oso• on}Ma
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT Steel sled,A653 Gr.33 HeadlSilUJamb 3/8• O.tM51•
REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX.1/4" 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. Miv ni77ade Product Q ut'vl
THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE
ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. t I I 1
AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, 1,%` 'VV LYNN //1
�t� i
30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND �� ,.,•• ••••./J/� '�
WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING Q�,• LICENSE••,CFS�'
JURISDICTION. _ NO-58705 =
_pS TE;
J..� ,oirvll Raw. FBC20fOCODECHANOE fo767E0H14aoovoRlvE GENERAL NOTES AND MAP F`S; •`,tORIDP..•'����:�
JR 0920/13 D ADDITIONAL ANCHORS/HIOHER OP f40XOMIS,FL&276
P.O. ox 1529 SERIES 770 H.P.ALUMINUM SGD-LMI
JR 17/31/14 E UPDATED TO FBC 6TH EDITION 2014 e.+.uec mw sn"I o." w A,LYIJwilLt�r P.E.
p,,,,gr; p•y,. Oft. NOKOMI8.FL 94274 SGD770 H.P. NTS 1 d 10 Pt3T0004 E P.E.#58705
SMC OR475/07 R✓A RIA
MAX. UNIT MAX. UNIT
WIDTH 96" WIDTH 145 5/16"
MAX. MAX.
DOOR g 6 / / ° DOOR
UNIT g e / / UNIT
HEIGHT / / HEIGHT
1018" 108"
1�
MAX. UNIT
WIDTH 1911/2"
B I
MAX.
/µ/µ����.�� PRODUC7•RENEWED
DOOR / J / 8 / J / Qy oomPlying,rllh the Florida
UNIT 8 Bdl��gCdl
HEIGHT I / Aco108" Dode Prod�f CwRrol
lulr
�< No.58705
APPROVED CONFIGURATIONS '
-'3 � �Is w
Ravaee,: Data rta,nnu: a,nnta.• STA E F •:'��
J.J. 10/12/11 C NO CHANGE THIS SHEET .c` p
Dam R„„ a f0707ECHNOLWY0RlVERff.
ELEVATIONS �'•..,como� ;'Gam`;
JR 09/20/13 D NO CHANGE THIS SHEET NOKOMIS,FL 34275 `°'
o.m: SERIES 770 H.P.ALUMINUM SGD-LMI
JR !?/31/14 E NO CHANGE THIS SHEET P.O.SOx!520so`nwet nas: — -- n.r.
o�r�ney. may. rsedm mm NOKOMIS,FL 34274 A.LYIJIJtM�LLER P.E.
SMC 0$/05/09 RJA SGO770H.P. NTS 2 10 PGT0004 E P.E.058705
3/16"HS GLASS
3/16"HS GLASS
DUPONT.090 SG
DUPONT.090 SG EXTERIOR
3116"HIS GLASS 74
3116"HS GLASS 74 3/8"AIR SPACE
EXTERIOR 7/16"NOM. — I 3116"T GLASS
1"NOM.
82
314"NOM. 83 3/4"NOM.
GLASS GLASS
�r"
BITE 79 BITE
56
54 55
1"LAMINATED INSULATING
7dA LG I LAMINA1TiED GLASS MEP GLASS TYPES G6
SG=DUPONT SENTRYGLAS
3/16"HS GLASS
1/4"HIS GLASS —
EXTERIOR DUPONT.090 SG
DUPONT.0
90 3/16"HS GLASS 74
1/4"HS GLA5/16"AIR SPACE
1/4"T_GLASS
EXTERIOR 91161"NOM.
82 PROD plybis Nh th.F
83 { 314"NOM. ascomplyhigWhhll+eFlaridaGLASS DwIditia.79 BITE p �u era /
56 Mimi Dade Pmdud Control
�111111f11
54
1" LAMINATED INSULATING 55 .• \CENSE Q ,
9/16"LAMINATED GLASS TYPES G4AGLASS TYPES G6A
No.58705
By. M4[ RMabs
o+ Q'., Sr
OS -�.:
J.J. 10/12111 C NO CHANGE THIS SHEET GLAZING DETAILS �'• LOR10N,.'C,
R—farw p"wyn 1070TECHNOLOGYORNE ''�%S,S/ONA1
JR 09/20/13 D BEADING 8 TEXT NOKOMIS,FL 34276 1O1 i
m: REE
SERIES 770 H.P.ALUMINUM SGD-LMI
JR 11/14 NO CHANGE THIS SHEET P.O.SOX 1520 , — sn"se a�.+vw ak A.LYNN MILNOKOMIS,FL 34271 SGD770 N.P. NT$ .� 10 PGT0004peen6y. OeCidb: dSMC Odf05/08
61
TABLE 1:
Design Pressure(DP)and Anchor Quantities Required
all approved Configurations,Sheet 2 and Glass Types,Sheet 3)
_ Door Unit Height Qn)
Reinforced Interlocks 184' 90' 96' 102' 108'
Heavy-duty Aslmgal 5D=7t8"(OI?O) 73-7/8'(DLO) 79-7/8'(01-0) 87-718'(DLO) 91.7/8'(OLO) 97-7/8'(DLO)
Heavy-duly Stiles �A_--tOriG;oup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 113
88 �
_ULL3 4 1R2 1 3 1 4 1 1 2 1 3 4 182 3 T 4 182 3 4
DP(ps1) +901.130 +901-130 +901.130 +901-130 +901-130 +901430 HEAVY DUTY ASTRAGAL
HEAVY DUTY STILES
24' (DLO) HeadlSlll C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 G5+2 I C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 I C8+2
Jamb 10 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 82 711 81 66
65
DP(psQ +90/430 +901-130 +90/-130 +901-130 +901-130 +901.130
�* (DLO) Head/Sill C5+2 C6+2 2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C8+2 CS+2 C6+2 C8+2 C8+2 C7+2 C7+2 68
6 Jamb T:!2]
10 10 10 10 12 10 10 10 12 10 12 14 12 12 14 12DP(psf) +901-130 +901.130 +901-130 +901-130 +90/-130 81
alMol, HeadlSll 2 C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C8+2 CB+2
_ Jamb 1 0 12 10 10 14 10 10 10 14 10 t2 76 12 1216 12 ALL INTERLOCKS TO BE REINFORCED
MH..d]Slll
+901-130 +901-130 +901-130 +90/-13o +9a-121.4 WITH THE 966 HEAVY-DUTY HEAVY-DUTY REINFORCEMENT
4Y ( ) Cfi+2 C6+2 C8+2 r 2 C6+2 C6+2 CB+2 C7+2 C7+2 C7+2 07+2 C8+2 C8+2 C7+2 C8+2 C8+2 C7+2 CB+2 Cfi+2
® 10 12 70 r1 14 10 10 14 10 10 10 16 10 12 18 12 12 18 12
+g0(-1� +901-130 +901.130 +901.730 +90/-118.5 +901.110
Ill 48' C6+3 C8+3 06+3 3 C7+3 C7+3 C7+3 C7+3 C7+3 C8+3 C8+3 C8+3 C8+3 C7+3 C8+3 C8+3 C7+2 C8+3 C8+3
10 14 1d 0 14 1 10 1 10 1 16 1 10 1 10 10 18 12 1 12 18 12 1 12 1 18 72
NOTE:JAMB ANCHORS AE SPECIFIED AS E TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O=EXAMPLE ON SHEET 5
1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL.
2.WHEN USING THE 2 1/2"SILL,POSITIVE DP IS 46.67 PSF MAX.AND WITH THE 3 1/4"SILL, TABLE 1A:
POSITIVE PRESSURES IS 60.0 PSF MAX. SIII Height to Max.(+)OP
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET. (Water Infiltration Rating)
3.21/2'.31/4-AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS PRODucr RENEWED
THE 1 1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT (+)Design complyh4vviththe Florida
REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED OH LENGTH SIII FZser Heigh! Pressure,psf 6endln6C.do
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT OH LENGTH_ Flush-1-1/2" see note 3 AcMuu No lJJ1►7� O
FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED OH OH HEIGHT —OH RATIO Low-2-1/2" +46.67 S;
FOR WATER INFILTRATION. HEIGHT Medium-3-1/4' +60.0
4.SEE SHEETS 1,5&6 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT � f EQUAL TO 1 High-4" +90.0 NUUM Dade product Control
INFORMATION. OQ OR GREATER SEE NOTES 1-3
5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. \%I,I I Ili,
SEE NOTE 3 4YNN nq/7
D.L.O.WIDTH=NOM.PANEL WIDTH-7" `����•'�1GENSE '(FP
D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.126"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" *Y No.58105
- J
,-o A !S LU
R.ndeY Rrrbbiu orr"lva*r :�� S AT-or
J.J. !0/f?Ji 1 C NO CHANGE THIS SHEET DP AND ANCHORAGE CHART FL OR1a?•'
Rr 1o70TECHNaOOVORNE „� `SS/OMAL
JR 09/20/13 D ADDITIONAL ANCHOR&WIGHR OP NOKOMis,FL 34275 r r
p.o.eox152s SERIES 770 H.P.ALUMINUM SGD-LMI rr,r �1 r,t
JR 12!31/14 E NO CHANGE THIS SHEET swwac aarc sre o,wyxa a.r A.LYNN MI LER,P.E.
a,�oro ana�a ora NOKOMIS,PL 34274 ® SOD770 H.P. NT$ 4 d 10 PGT0004 E P.EA 58705
SMC &6/09
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHORS: SEE SHEET 1,
2. ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4:
HEAD&SILL ...........8'MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE W FROM CORNER ANCHORS CAN BE INCLUDED),
ADDITIONAL ANCHORS 24"MAX.ON CENTER.
SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL I INTERLOCKS ON SHEET 6.
JAMBS.........................6-MAX.FROM BOTTOM AND 17.125-MAX.O.C.UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4.
F----------------------------------------------
3
I —SEE'C8"CLUSTER -- INTERIOR '+ "AN HORAGE7
AT THE HEAD AND SILL BETWEEN 3-1/2MAX. INTERLOCK DETAIL, AX.� ASTRAGAL
a"MAX.
'ANCHORS PER PANEL"ARE THOSE CENTERLINE SHT.6 NE
71,M AL
D.C. CENTERLINE
CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB. o 0 cl 01 0 N Cr, 0 1o 0 0 0 0
2.04' 4,051"
I F4=9. 11 0
8"MAX.. 94"MAX 3.6-MAX.O.C.
EXAMPLE OXX ANCHORAGE PLAN: CENTERLINE 0PNEi �ACK CENTERLINEOFFAM 2 CENTERLINE OF PANEL 3
C8+3 HEAD&SILL ANCHORAGFE(A3 PALNEL.2-T REXAMPLE SHOWN ANCHORS TOTAL
1(3)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR GROUP 4 EXTERIOR I
-------------------------------------------
11115+3= 6 ANCHORS TOTAL AT HEAD AN
D 3-)
3 C8 3 ca 3 C8 3
TIM.
x
17.125"MAX.O.C. TOTAL OF 12,(6 PAIRS)
108' GROUP 4 ANCHORS PER
MAX x AMB(SEE SHEET 6 FOR
IR D.C.SPACING) RoDuol'RENFAVED
1,komplyiog vvlOhUwil"rift
Building Cldc Ifr—
AcccP1 NO
ow
i.—lDakPw&Jd
IL"MAX. :j — V�
crosrot
8-MAX., O.C' C.L.ASTRAGAL MAX.
191 1/2"MAX. *\%"',(LYNN 4fl4e
EXAMPLE OXXO ANCHORAGE
(4)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR GROUP 4 58706
'7 1'1' 1 'c NO CHANGE THIS SHEET
1.1 011211
00YD VW ANCHORAGE SPACING EXAMPLE PLANS
NOKOMI'�
JR 09120113 R CLARIFIED OC&TEKT 1070 TECHN
JR 121304 E NO CHANGE THIS SHEET P.O.BOX 1520 SERIES 770 H.P.ALUMINUM SGD-LMI N
am"w.0 M+n MOKOMIA FL 34274 --T
smc NTS 5 - fO 10" PGTO004 W4L'R,P.E.
0"5109 RJA SOD770H.P. REN58705
NOTES:
1.ALL DIMENSIONS SHOWN ARE BASED ON INT. ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR
—INTERLOCK —INTERLOCK
MINIMUM ALLOWED. —INTERLOCK INTt INT.
- 7" - CENTERLINE CENTERLINE CENTERLINE
2.METAL SUBSTRATES SIMILAR TO WOOD 3.6"—
SUBSTRATES AS SHOWN. —3.5"— 7' 7"3; 1.75"
*DIAGONAL,O.C.DIMENSION IS 4.061",SEE 4.051" 3.5" 1.75. — 3.6- 7' -
CLUSTER DETAILS,(APPLIES TO ALL ANCHORS). 3.5"1—.
2 1/16"* 7-
2x WOOD BUCK TYP -4-0-Kf-
EDGE DIST,, SEE ANCHOR NOTE 2.04' 4.051 2.04" 2.04"
ISEE CHART
SHT.1 3.SHT.I
— 4.051" 14051' 3.5"1 - 1-7" -4—
EXT. EMBED.,SEE 2-TRACK 2-TRACK,ASTRAGAL!INTERLOCK 2-TRACK,ASTRAGAL I INTERLOCK
2x WOOD 2.() .05142.04
EDGE D"ST SEE ANCHOR
0 RT
EE HAIR 3 SHT.
I
SHT.1 T
M
E BE
CHART,
CHOR CLUSTER-C5 6 ANCHOR CLUSTER-C6 BANCHOR CLUSTER-C8
HART,SHT.I
1 2.06*
1/4" r7q EMBED.,S CHART,SHT.I INT. ASTRAGAL OR
MAX, J —INTERLOCK 3.50"
SHIM 114"MAX.SHIM CENTERLINE
L EDGE DIST., 4.051"
WOOD ANCHOR TYP.,SEE IxWOOD 7'
SEE CHART
DIAG.
SE ANCHOR
ANCHOR NOTE 2,SHT.I SHT.1 3.5" MIN.
DETAIL A,2-TRACK W/SCREEN FRAME HEAD CK TYP., 7
r I
N_ D.C.
WOOD INSTALLATION NOT 3,SHT.1 6 TYPICAL JAMB ANCHOR PAIR FOR
CONCRETE .,2-1/16"* 2.04' DETAILS"DVE,SEE ELEVATION
NCHOR TYP., 0 FOR O.C.SPACING SHEET
EDGE DIST.,
SEE ANCHOR
SEE CHART OTE 1.SHT.1 4.051"
SHT.I _ 2-TRACK ASTRAGAL I INTERLOCK
_--CONCRETE 7 ANCHURICM4,OZEER-C7
EXT. j2-E-T"Al L EDGE DIS EMBED.,
EXT. EMBED.,SEE TXIM�CKFRA JAMB SEE CH T SEE
CHART,SHT.I --TEIINSTALl T.1 2-1116'*
I— RT,
1/4'
MAX. 2x WOOD BUC P.,SEE
x WOOD SH
SHIM ANCHOR NOTE 3, 1 LICK TYP.,
WOOD ANCHOR TYP.,SEE EE ANCHOR EXT.
ANCHOR NOTE 2,SHT.I a EXTERIOR INTERIOR NOTE 3,SHT.I —
DETAIL B,2-TRACK FRAME HEAD (ALL VERT.SECTIONS) 1/4"
WOOD INSTALLATION EMBED.,SEE MAX. ONCRETE
-WOOD ANCHOR TYP.,SEE CHART,SHT.1-1 SHIM
ANCHOR NOTE 2,SHT.1 1/4"MAX.SHIM EDGE DIST., ONCRETE ANCHOR TYP.,
SEE CHART s CHOR NOTE 1,SHT.I
'TRAC IR AD P Du
IH ,
2x WOOD BUCK TYP.,SEE SHT.I rMT"AI.P.RITSNR�ACF . CTRENUMD
mplying wlthtlieFlorida
114"MAX. ANCHOR NOTE 3,SHT.1 ildi4c
(SEE ANCHOR EMBED.,SEE cce cNo
NOTE 5,SHT.1) 1/4"MAX. 2- ou 20
CHART,SHT.1 2-1116"* (SEE AN GROUTAS
WOOD ANCHOR NOTE 5, CRETE MiamiDadepmdoctcnn
EXT_ TYP.,SEE ANCHOR EXT.
NOTE 2,SHT.1 it
2 BUCK TYP.,SEE EM SEE X LYNN Q FTTT
XW 0
2-1116" EDGE DIST., EXT. AN NOTE 3,SHT.I c HT.I "o
Ho
C
Cst
1p
EE CHART -TRACK J M
S DETAIL E_2 'FRAME JAMB CONCRETE ANCH&
DETAIL C.2-TRACK FRAME SILL SHIT. WOOD INSTALLATION GE DIST.
WOOD INSTALLATION SEE j
NCH E CHART�--
X, z
DEi AKG E I HT.I
Pd.r. WGeNeRsTElixsTm60?AT IeN
J.J.
'&12111 C NO CHANGE THIS SHEET I,
_.r. 1070TEcuivoLooYoRim ANCHORAGE,EXAMPLE CLUSTERS
JR 12/31/f4
ED :T:�:_DIMREFERENCEPOINTS NOKOMIA FL$42,5
'3
W daF I E ml &/0NN,
JR 14 NO CHANGE THIS SHEET SERIES 770 H.P.ALUMINUM S
smc
A I'I'NW UkQA,'p"E'
NTS 1 6 a 10 P--r 1
PANEL LETTER JAMB DETAIL'K'OR'L', NOTE:
K SINGLE 4�DE�TAIL;S�'D'&'E',
T.8 NCHOR 1.MAXIMUM NOMINAL
INTERLOCK LOCKSTILE SHT.6 INTERLOCK DETAIL'J', PANEL WIDTH FOR ALL
SHT.8 PANEL CONFIGURATIONS
A SINGLE LOCKSTILE EQUALS 48"
INTERLOCK ASTRAGAL DETAIL'M',SHT.8
HEADER DETAIL T,SHT.8
LOCKSTILE
D SINGLE EXTERIOR &ANCHOR DETAILS W,'B'
&'F,SHT.6
INTERLOCK
191 1/2"MAX.UNIT WIDTH
M LOCKSTILE SINGLE
INTERLOCK 41"MAX NOMINAL
D.L.O. PANEL
LSINGLE ASTRAGAL WIDTH WIDTH
/soxourl INTERLOCK
LR ASTRAGAL- SINGLE PANEL PANEL PANEL PANEL
OUT INTERLOCK TYPE TYPE TYPE TYPE
/eoxwn 'R' 'L' 'D' 'P,
N ASTRAGAL SINGLE 97 7/8"M�
IN INTERLOCK
(BOX Off / / / / MAX.DOOR
D.L.O.
C INTERLOCK ASTRAGAL UNIT
HT. HT.
/soxrr0 SEE TYP. T,P
REINF. NOTE REINF.
p- SINGLE FIXED 3
INTERLOCK LOOKS77LE
RFOXED SINGLE
LOCKSTILE IIViERLOCK
T ASTRAGAL FIXED SEE FRAME& OXXO(2 TRACK) SILL DETAILDET SHT. '&
XeoT OUT LOCKS77LE PANEL CORNER ANCHOR DETAILS'C'&
CONSTRUCTION 'G',SHT.6
T ASTRAGAL ❑ FIXED DETAILS BELOW SILICONE
IN LOCKS77LE
leoxnu) BY OTHERS
SFIXED ASTRAGAL #8 X 1"
/soxotnl LOCKSTILE OUT PH SMS
SFIXED ASTRAGAL
/aoxfr0 LOCKSTILE IN PRODUCT'RENEWED
NOTE: as complying with the Florida
BulidingCodo
REINFORCEMENT(ITEM#66)REQUIRED AT ALL INTERLOCKS. AecepwKa No
#10 X 1.50" Rate
PH SMS
,Q INTERIOR PANEL CORNER FRAME CORNER Miaml Dade Pmdu"COnvol
DETAIL DETAIL
(ALL PANEL TYPES) NOTES:
EXTERIOR 1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL �����y LYN15 N
PANEL WIDTH=48". SEE SHT.8 FOR SECTION DETAILS AND SHTS.4-6 FOR
D.L.O.WIDTH=NOM.PANEL WIDTH-7" ANCHORAGE DETAILS. '
.125" 2.MAX.DLO WIDTH=41";MAX.DLO HEIGHT=97 7/8",MAX PANEL HEIGHT=106 No 58705
D.L.O.HEIGHT=DOOR UNIT HEIGHT-103.(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER
PANEL HEIGHT=DOOR UNIT HEIGHT-1.,12" _
(ITEM 103)AT FRAME JAMB OR ASTRAGAL. _
R�vc0l1/. Wn Rnahtf: -� S�I� 4(1;
J.J. 10/17J11 C NO CHANGE THIS SHEET A SATE r •'�~:
,,,w o.� R"Mcbx 1474TECHNOLOOYDRIVEyff
PANEL TYPES/EXAMPLE ELEVATIONS =-Q� ,.• FCORIDP ':(�\
RJRW o0�9no/13 REMOVED H&S BRACKET NOKOBQ FL 30275SERIES 770 N.P.ALUMINUM SGD-LMI
JR 12131/14 E NO CHANGE THIS SHEET P.O..LI,F 1524 �; � ,,,,tv, Rw 'r �
NOKOMfS,lZ 30274 A.LYNN ILLER,P.E.
—116108105109M �RI�A �� 501770 H.P. NTaS 7 - 10 PGT0004 E REA 58705
62 Ill 63 61 66 PART ILLUSTRATIONS 14
65 (SEE SHEET 6 FOR FOR INSTALLATION DETAILS) 5
66 14 61 106 FULL
JAMLEN
GTH f 4 °t
�u— 61
113 75
#6 X S,X 2 #10 X 314' i23 FULL LENGTH
SMS,Xz SMS,x3 OF JAMB _
ALL REINFORCED INTERLOCK 113 105 MIDSPAN
103 113
DETAIL'J' P N 61 11
53 5 MIDSPAN 1�(� DETAIL'L' 1t3
ei 15
z STANDARD CLIP OPTIONAL CLIP
b2 6S
f 12 W/RETAINER#106 W/RETAINER#123 112 gG
46 DETAIL'K'(FIXED PANEL) 52 40 ASTRAGAL
45
46 47 a 51 DETAIL'M'
62 b1 53 INTERIOR
112
(ALL HORIZ.SECTIONS)
53
z -lu EXTERIOR
DETAIL'N'SCREEN DETAIL'O'SCREEN a EXTERIOR INTERIOR
AT HEAD AT SILL (ALL VERT.SECTIONS)
(2-TRACK SHOWN) (2-TRACK SHOWN) OETAIL'ATJ SCREEN
JAMB
SILL RISERS OPTIONS (2-TRACK SHOWN)
(SEE D.P.LIMIT TABLE IA,SHEET 4 24
SEE SHEET 6 FOR FOR 23
INSTALLATION DETAILS) 21 �[
I} 1
� 4.055' 113
EXT. EXT. 2.55. EXT. 3.305' EXT. 711 1 j
41 G9
1,66T
EXT.
FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 97 7/6
)
(NOT VALID FOR WATER (2-1/2° MAX.t08
INFILTRATION RESISTANCE (&114"} 26 {4") DOMAX. DETAiL'Y
EI HNIT DLO PRODUCT RENIIWE;D
22 HEIGHT .yP ascamplyingwlththe Fletlda
20 Accep4Coda !/'Vf 1-tl. Q
AseeplanceNa• �7.1J+K�' CJ
18
69 Pafo
4.066" EXT. 72 OR 73 Miami Dada Pradutt Cemim2
EXT. EXT. EXT. 3.305' EXT. 71 7
�6
1.567` 11
`\\t��1 LYNN A9/1�7j�i�
113 `:„\"x0.•'."\CENSE•'•�C/> ,moi
FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 5 �' k
(NOT VALID FOR WATER (2-1/2") {4'} No.58705
INFILTRATION RESISTANCE) DETAIL'H' -
dJ 012111 0 NO CHANGE
THIS SHEET a"=t 57 7E bF
10707ECHNOLOGVDRNE VERTICAL&HORIZONTAL SECTION DETAILS �.a,S FLORIOP,•••�,\``;
JR 09/20/13 D ADDEDIEDITED JAMB BRACKET NOKOMIS,FL$4275 +*�
N
JR 17131/14 D,r ADDED#71 TO DETAILS H S 1,AND#113 TO DETAIL J P.O.60x 1620 SERIES'770 H.P.ALUMINUM SOD-LMI ��s'�1n�IZG`�' �\t
SMC 08IO5109 �� NOKOMt3 8.34274 m SOD N.P. IVTS $ a 10 a..tn PQT0004 E A.L�P.E.#58 p5,P.E.
Item PGT PGT# Description Item PGT PGT# Description
Dwg.# Dwg.#
1 17306 617306 2-TRACK HEAD 68 17339 617339 HEAVY DUTY ASTRAGAL
217303 617303 2-TRACK HEAD WITH SCREEN RAIL 69 17324 617324 TOP&BOTTOM RAIL
5 17314 617314 FRAME SCREW COVER 70 17354 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
6 17317 617317 FRAME HEADIJAMB ADD-ON 71 1695 T1695 1-112'X 1'X314'HIGH FIN SEAL DUST PLUGS
7 17304 617304 2-TRACK SILL - 72 8153 78153X TANDEM ST.STL.ROLLER ASSY.
a 17301 617301 2-TRACK SILL WITH SCREEN RAIL 73 8153 78163N TANDEM NYLON ROLLER ASSY.
11 17313 617313 FRAME SILL TRACK INSERT 74 SILICONE DOW-899,DOW-995 OR GE-7700
14 17305 617305 2-TRACK JAMB 75 8185 78186X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
15 17302 817302 24RACK JAMB WITH SCREEN RAIL 76 71032X1FPFX 910.32 X 1'FL.S.S.SCREW WI TYPE'F'TIP
Is 17322 617322 SILL RISER 77 7103239 10.32 STEEL ZINC U-NUT
19 17319 617319 SILL RISER-HOLLOW 79 17330 617357 1'IG BEAD
20 17321 617321 SILL RISER-LOW FLAT 80 17359 617359 7116'BEAD/FIXED PANEL CLIP
2117318 817318 SILL RISER-LOW HOLLOW 81 17360 617360 9116'BEAD
22 17355 617355 SILL RISER-MED FLAT 82 1224 6TP247K VINYL BULB WEATHERSTRIP
23 17354 617354 SILL RISER-MED HOLLOW 83 61745 1745 LOWE INC,112'X1116'SGL.SIDE ADH.TAPE,POLYETH.
24 17320 1 617320 ISILL RISER-HIGH HOLLOW 100 8052 48052 ROLLER ADJ.HOLE PLUG
25 17323 1 617323 SILL RISER-HIGH FLAT 101 72087 JAMB BUMPER
ITEMS 4053 ARE SCREEN PARTS: 102 1696 71696 DUST PLUG
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 103 8186 78188X 1'KEEPER
417LOCKWGSK SCREEN LOCKSET 104 653 7SDKEEP SCREEN LOCK KEEPER
42 41818 SCREEN KEEPER SPACER SET 105 17344 817344 FIXED PANEL CLIP-6'LONG
43 8152 68152 SCREEN INTERLOCK ADAPTER 106 17345 617345 EXTERIOR FIXED PANEL RETAINER-9/16'
44 4428 64428 SCREEN DOUBLE INTERLOCK 107 1739 71139 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
45 4317 612256 SCREEN TOP RAIL 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
48 4318 612257 SCREEN BOTTOM RAIL 109 1731 781628N HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
47 668 7SRAZ STANDARD ROLLER 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL
4B 668 7SRAX STANDARD ROLLER-ST.STL, 111 710X34PPSDAX#10 X3/4'PH.PN.TEK-S.S.
49 4344 64344 SCREEN ASTRAGAL 112 1235 67516 WSTP,.270'X.170'-FIN SEAL
5D 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 113 1712 84066 .187'X.230'FINSEAL
51 1692 61692 SCREEN SPLINE.,165° 114 71OX115PPX #10 X 1-112'
52 1694 61694 SCREEN SPLINE-.150' 115 710XPPT #10 X 1'
63 61816020 SCREEN CLOTH 116 720XlX 914-20 X 1'S.S.
54 1725 172'X4'X 1118'SETTING BLOCK 117 720X112X #14-20 X 1-1/2 S.S.
55 1726 1'X4'-X1116-SETTING BLOCK 123 17352 1 617352 IFIMED PANEL RETAINER,718'
58 OUANEWTRUSEAL DURASEAL SPACER(COMPOSITE PRODUCT RENEWED
SEALANTIDESSICANT) os complying with the Florida
nding
61 17328 617328 PANEL STILE(HEAVY DUNHaCo
) A�1� ate ' 6Z. LJ
62 17327 617327 INTERLOCK ADAPTOR
63 1225 8TP2481110
VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) By
64 1729 71729 SILL END WEATHERSTRIP PAD hfiaml Dade Pro act mtmI
65 17328 617328 NTERLOCK SCREW COVER
88 1 17346 1 617346 INTERLOCK ALUM RENE(PANEL.9')
NOTES:
i)ALLALUMINUM=6063-T6 ti`�Z.•'oGENSfi
2)ITEMS#3,4,9-10,12.13,16,17,26,39,57-60,67,78,84-99 8118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. jg705
rtrmer: ° neNsau: orae ' '• 'IF 05
JJ. 10/12111 C NO CHANGE SHEET f0707ECHNOLOQYDRNE PARTS LIST _� " Qt -.,fiLORiD�•' (9
JR 48120113 R D TEXTiPART NUMBERS NCKOM/s,FL 34215 r� ',FSS.
JR 12/31/14 NO CHANOETH/S SHEET P.O.BOX 1526 SERIES 770 H.P.ALUMINUM SGD-LMT QNf t`r,
SM 08105109 R,af axe NCKQMI3,FL$1274 ® d .P. NTS 9 -10 ' PGT0004 E A.LYREA 58705 P.E.
-�{ 1.303" � � If 0.718" --1 1.050" 1.050"� � 1.36"
1.050" I 1.003"
0.325" 0.06 0.611" 0.082" -0.534" 0.290"
0.757" 1.36"
INTERLOCK SCREW COVER FRAME SCREW R GLAZING BEAD FIXED (7/16") GLAZING BEAD(�) GLAZING BEAD(1"I.G.1 OFIXED PANEL CLIP 0.081"
(65) MAT'L:6063-TO (5) MAT'L:6063-T6 (80)MAT'L:6063-T6 (81)MAT'L:6063-T6 (79)MAT'L:6063-T6 (105)MAT'L:6063-T6 0.081"
4.125" 6.198° 4.49"
40.062" 6.198"
0.080" 1.162" 88"
0.062" 1.304. 1.211" 1.505"
5.069"
r7 0.081"
Fes--- 3.25"
2-TRACK HEAD W/SCREEN TRACK 2-TRACK SILL 1.739"
TOP/BOTTOM BOTTOM RAIL (2)MAIL:6063-T6 ��0'232 (7)MAIL:6063-T6 INTERLOCK6AIL:6 63T6 ADAPTER
(69)MAIL:6063-T6 (� 3.979°
4 I 1.487 6.221"
2S R EE JAMB K
q n
0.062" --►tF�-- 1.505" 2-TRACK JAMB SCREEN TRACK
0.075"I ::� -- (14)MAT'L:6063-T6 (15)MAIL:6063-T6
0.133" 1.6" 1.645"FLUSH FLAT SILL RISER
j 1. �--� 08)MAIL:6063-T6 Jl
3.125' ►I 1 1872 0.080"2-TRACK
�(8)SAT LJ6063-T6
N TRACK
0.281" (F+
HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1.019" 0'83
(61)MAIL:6063-T6 (68)MAT'L:6063-T6 0.062" �[ j
5.069" 1.654" SCREEN STILET 0.752" 0.709" 0.709"
(40)MAT'L:6063-T6 0.080" I 0.080" ��
(�- 1.045" 0.080" I
1.211"0.080" 1.254„
SILL TRACK ---���III 0.863 +- ►I 4. 0.550"
(11)MAT'L:6063-T6 FIXED PANEL FIXED PANEL
F081° 1.993"-t_ 0.062" RETAINER,7/8" RETAINER,9/16"
2-TRACK HEAD � 0 875" (123)MAIL:6063-T6 _(106)MAT'L:6063-TB
.250j
(1)MAT'L:6063-T6 0INFO SCREEN TOP RAIL
REINFORCEMENT (45)MAIL:6063-T6 I� 0.232"
0.750" 68)MAT'L:8063-T6 1.993"
0.750"(PANEL LENGTH-9„) L 0.062" PRODUCFRf.Newr:D
0.062" 0.232" as oomplylnS with tha Florida
SCREEN BTM.RAIL 6u 1.1.1Codo /-)p
0.062" L1CJ
0.750" (46)MAT'L:6063-T6 torrca No
0.232" mhfi=ID9dc
=011bvl"0.062" 0.906„ 3.955"
4.055"
3.305 3.205"
2.455"
2.555" 0.062"
1.567+ P.• �ICENSF.,`�� '
••.A v
L- U-1 I ,o.as2" FIs~ o.os2° �tf o.os2" �Ilf No.507o5 _
HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FLAT SILL RISER HIGH FLAT SILL RISER
24 MAIL:6063-TB 23 MAT"L:6063-T6 21 MAT'L:6063-T6 09)MAT'L:6063-T6 (20)MAIL:6063-T6 (22)MAT'L:6063-T6 (25)MAT'L:6063-T6 ;K [y
Rn4}6y R�bMI: o""nte.c %AO S ATF OF s :•.��`
J.J. 10/12/11 C NO CHANGE THIS SHEET EXTRUSIONS �`
ReWWif 1070TECHNOLOGYDMVE �� CC �ORIDP,.•' \�`�
JR 09/20/19 D ADDED/EDITED BEADING NOKOMIS,FL 34275 TOC ss •''•••••' G
R-tw. :�: RMsI"ns SERIES 770 H.P.ALUMINUM SGD-LMI �';
JR 1
2/31/14 E NO CHANGE THIS SHEET P.O.SOX ts2s
w„SAo"S: -IUA wra• NOXOMIS.FL 94274 RS s 6Z e 1 rr nvR> R..: A,t:VP.E'# 8705 P.E.
SMC 08/05/09 RJA SGD770 H.P. IVT3 10 a 10 PGT0004 E P.E.058705