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HomeMy WebLinkAboutProduct Review Affidavit 0.718" -�{ Ir-- D.83" �-- 2.304" 3.602" 3.802" 0.752" -+{ � �~ 0.752" 0.674° 1.183" 0.885° 0.796" 0.0670.204" 0.080° 0.075" Q•062" 0.233" -�V.062" O SCAREW COVER 11 SILL 28 P-HOOK 28 ADAPTOR OK OUNTING OCO EHOOR SCREW 0.080" -' O P HOOK FOR BOX RISER (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063T6 AL) (6063-T6 AL) (6063-TB AL) 4- .156, q" 2.30" 1.488" 1; z 0.080" 1.739" �) 0.830" C.062" 1.600 0.133" 1.600 0.062° - 1.303" 080" 1.070" 1.888" 016" 1.974" I 3.125" 3.125" - 0.062" 0.325° 2.44" s1 135°CORNER 3z 135°DFIXED MOUNT 80 STANDARD STILE ei HEAVY DUTY STILE INTERLOCK INTERLOCK 82 ADAPTER 85 SCREW COVER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) 3.979" � � 3.979° 4.125" ---► 1.050" 1.050" 1.050" F 0.075' 1.845" 1.645" 0.062° 1.304" ` I� .289'045° 611" 485" j� 0.125' 0.281" I-�- 3.25 -►I 7f8- A45" GLAZING 7116"GLAZING 9116"GLAZING 67 STANDARD ASTRAGAL 88 HEAVY DUTY ASTRAGAL gg TOP/80TTOM RAIL 78 O 81 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) BEAD I.G. BEAD,FIXED BEAD (6063-T6 AL) PANEL CLIP (6063-TEAL) (6063-T6 AL) 1.003" -� 1.03° 4" 0.767" �- 5.621" 0.080 _ I O.U50° _-___�- 105 FIXED RODIICTRENPMD PANEL CLIP 0.709° 2.893" 0.133" coItlPSyit�yw8ht6cFtorldo. (6063-T6 AL) 1.498" 0.133" 1.498" ae t2 r!o at 0.080" D ote 400 .550" 10.863 0.709" FIXED PANEL - 5.621" 4" ilumw Drda Product Conhot 1 123 RETAINER,718" 2 826 120 90°INSIDE CORNER ASTRAGAL 0.08Q" -SII»- (6063-76 AL) 119 90"OUTSIDE CORNER ASTRAGAL (6053-T6 AL) FIXED PANEL 118 90°CORNER RECEIVER (6063-T6 AL) 1 ,X 106 R�fAINER,9/16" (6063 T8 AL) ' !c: No.5B7C5 _ (6063-T6 AL) ul, w. D, 1.070 TFCNNOLCGYDR+VE EXTRUSIONSAnQ � (�•• ���� Ol' '':��'�` N.VENICE,FL 34275 na¢ i T FCORIOE•'' . �" D'" fe4+Nsa+cao SERIES 770ALUM.SGO-LM IMPACT 'f�i 6/ <��' orn+n Data Dula 8"mwl Itr. A.NKIUILLEKPE. JR 101fW14 CERT.OFAUrN.A2M ° 80D- REM 58705 Flor ing Code Online Page 1 of 3 Florida lJ"�rnentC't SCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications ; FBC Staff ? BCIS Site Map Links It Search i Busines Prof essitl al Product Approval USER:Public User Regulation Product Aoprovai Menu>Product or Aonlication Search>Application List>Application Detail FL# FL2-51-R26 .�L'. +. ::?'. Application Type Re Tsion Code Version 2014 ` Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived �. Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens 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 kECategory io>Dos,Subcategory g Exterior DoorAssemblies� x�v 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 1 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=wGEVXQwtDgsEt2PTand5 b... 10/19/2015 Floring 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 FL251 R26-C-CAC 140123.±1.prif Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure:N/AInstallation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251. R26 It 14-0123.11..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 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes I'l-251 R26 C CAC 15-0106.07 FIP.ndf 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 Il 15-0106.07 HP.odr 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 jSGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.1l.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 R26 It 15-0609.11.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: 251.4 JSGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 1t26 C CRC 14-0128.11 Door.cdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 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 11 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: Evaluation Reports Created by Independent Third Party: 251.5 ISGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 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 R26 It 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 l SGDM;717,OHP-a(SmailIMissileFImpact),ff WinGuard Aluminum Sliding Glass Door Limits of Use - Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.09 HP 5M.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation,lnstructions= a--N Other:Please see Miami-Dade County Notice of Acceptance(NOA)for JF`L2511W22 11.5-0106.09 r S-WE) gr`a product performance information,anchorage details,and anchor type, E IVeFifiedrBy Mia'micDade-BCCO'"rCER 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 15-0609.12.0f 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 R26 IT 15-0609 12 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 Parry: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.10 DR.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 I1 15-0609.10 DR.ndf product performance information,anchorage details,and anchor type, Verifled By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-2770(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.0f 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=wGEVXQwtDgsEt2PTand5b... 10/19/2015 Floring 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 I: 15-0409.02.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 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 I5-0612.06 LM.odf 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 R26 II 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 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. 1126 C CAC 15-0612.Q7 SM.odf 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 &252 5?. I 115-0612.07 SM.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 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 FL2.51 R26 C CAC 15-0409.04.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI-251 R26 II I5-0409.04.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.Ddf 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 1226 I' 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 by Independent Third Party: ._..........___........_.___.............................__._._._................................................................_......._.................._..._..._...._...._........._._-_.-.._...._...... .----------._........_....__ ._.._.___..._..........._........__---------'—'---.� M', ,,,. 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 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: ,'[ ® r;ChctiY go 8t_Ctf ri ty.m i.'rii t CS ""T' 9w'yW http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 10/19/2015 iNHAW DARE COUNTY,FLORIDA PRODUCT CONTR.01.,SECTION DEPAR AIENr OF REGULATORY AND ECONOMIC RV%OURCES(RER) 11805 SW 2G Street,Room 208 BOARD AND CODE ADAIMSTRA,TIOiY DIVISION T(786)315-2590 F(786).315--2599 NOTICE OF ACCEPTANCE (NUA)___ _ ��.yK.miomtd�de.envleconomY PGT Industries,Inc, w 1070 Tecimelogy Drive: Nokomis,Fl.34275 'SCOPE, This NOA is being .issrred under the applicable Hiles and regulations governing ilre use of construe materials. The documentation submitted.has been reviewed and accepted by Miatni-Dade County REM- Product Control Section to be used in'Miami-Dade County and other areas where allowed by the Authority Having Jurisdict'toti(AHJ). This NOA. shall-not be valid after the expiration date stated below. The Miarni-Dade County Product Control Section(In Miarni-Made County)and[or.the AIU.(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,,the manufacturer will.incur the expense of such testing and the AHJ may immediately'revoke, modify, or suspend the use-of such product or material within their jurisdiction. RER. reserves-the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control.Section that this.product or material Fails to rneetthe requinenrents 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. y� 3, •��—'� wk.::tc�F 'cC T t a '4 S a r Qom„ DESCRIPTION: Ser ies7�SG104770 RAluurruum>Slydn g`Glass;bo�rs sv/90 &13S cor nerR^�L.IVI.I. APPROVAL DOCUMENT:Drawing No. PGT0130 (former PCTOOQ2 Rev C),titled "Seizes 770 Alum. SOD-LM..ImpacV, sheets 01 through 22 of 22, prepared ley manufacturer, dated 08/05/07 with the latest revised lon 01/30/25, signed and-scaled by Lyiul..Miller, P. K, bearing the Miauii:Dade County Product Control Section Renewal strarnp with the Notice of Acceptance nutnber'and Expiration date by the Miami- Dade County Product.Control Section MISSILEI IMPACT RATING.tiarge,h�rid Small Missife Impact Itc,4istant�' LABELING: Each.unit shall bear a perinattent label with the-manufacturer's name or logo, city, state, series, and following statement: Wiami--Dade County Product Control Approved", unless otlrmivise noted herein. REVISION of this NOA shall be considered atter a.renewal application has been filed and.there has been no efiange i i the applicable building code negatively affecting the performance ofthis product. TERIVIINATION of this MOA will occur after the expiration date or if there has been a revision or change in the materials,Ilse,and/or manufacture of the product or process.Misuse-cif 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 shallbe cause for tennination and irmoval of.NOA. ADVERTISEMENT: The NOA. number preceded by the words; Miami-Dade County, Florida, and followed by*the expiration-date-nay be displayed in advertising literat ru ..If any portion of the NOA-is displayed,then it shallhe`done in its entirety. INSPECTION: A copy of this entire NOA shalt be provided to the user by the matttifacturer or its distributors and.shall.be available for inspection at the job site at the request of.the Iixtiiding Official. This NOA revises end renews NOA No. 140123.10 and consists of these pages 1 and 2, and evidence pages E-1,E-2 and.1;--3,as ivell as approval dML[i.Iteat mentioned-above. The submitted documentation was reviewed-by Jamie D.Gascon,P,1J. Q•DADECQ NTTY71 1. NOA o 14.0128..11 ,... � (s3,��e.�''. EaRtr nfon�l3ate:Ffiepru�ri y 17,2020 Approval Date: February 12,2015 `�� � Page'i PGT Industries,Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBI+IlTTED A. .DRANVINGS L Manufacturer's die drawings and`sections. (Submitted iutrl(,rprc�vions NOA No..14 0123.10) 2. Drawing No. PGTb130, titled "Series 770 Alum. SOD - LM Impact", sheets 01 through 22 of 22,prepared.by manufacturer, dated 08105/07 Nvi(h the latest revised on 01130115, signed and sealed byI.ynn.Miller,P.E. B. 17ES`I'S 1. Test reports on: 1)Air Infiltration Test,per FISC;TAS.202 94 2)Uniform Static Air Pressure Test,Loading per.F.BC,TAS 202-94 3)'Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 20.1-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,.and'TAS202--94 along with.marked-tip drawings and installation diagram of aluminum Sliding Glass Doors,.prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTI--7554, dated 11101113, signed and seated by:Marlin D;Brinson,P.E. (Submitted aander pre-vious NOA No. .14-0123.10) 2. Test reports on: 1).Air Infiltration`fest,per FBC,TAS 202--94 2)Uilifoun Static Air Pressure Test,Loading per FBC,TAS 202-94 3) dilater 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 al=inum Sliding Glass Doors,prepared by-Fenestration Testing Laboratory,Inc.,Test Reports No.'s FTL-5984-8,.FU-6001-R and 1+T"015�R have been revised and reissued on 12129/09,all signed and sealed byJulio Gonzales,P.E. (STubmitted under previoats NOA No. 09-0826.10) Jaime D.Gascon,F.E.� Produet Control Seetion Supervisor NOA No.14-0128.11 Expiration Date; February 17,2020 Approval Date: February 12,2015 E-1 PGT Industries.Inc. NOTICE, OF ACC ', TANC - EVIDENCE SUBMU TED B. TESTS(cONtIN ED) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 2027-94 2)Unifoira Static.Air Pressure Test,Loading per FBC,TAS 202--94 3)Water Resistance Test,per.FBC,TA,S 202-94 4).Large Missile Impact Test per FBC,TAS..201-94 5) Cyclic Wind Pressure Loading per FISC,TAS 203- 94 6)Forced Entry Test,per FBC 2411.32.1,and TAS 202-94 along with marked-up drawings and i.ristallation diagram. of aluminum Sliding Glass Doors, prepared by Fenestration Testiag Laboratory, Inc., Test Reports No.}s -FTI-5980, FT1-5993, 1FT1,6036, FTL--6001.,FT"01.4, FTL--6015,Fri,-6017, FTI,-6023, TT1-6024, FTL--6025, FT"018, IsTL-6031, YI'"033 and TTL -6036,all dated 08110109,signed and scaled by Julio Gonzales,P.E. (St binitted wide!-pre vions NOA.No. 09-0826..10) C. CALCULATION'S I. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010 mid with I'K P Edition, (2014), prepared by manufacturer, dated 01130115,signed and sealed by Lynn' Miller,P,E. 2. Glazing complieswith ASTM E1300-09 D, QUALITY ASSURANCE 1, Miami--Dade Department of Regulatory and Economic Resources(RER). E. MATFRlAL CERTWCATIONS 1, Notice of Acceptance No.13-0129.27 issued to E.L DuPoWDeNemours&Co.,rue. for their`DuPont ButaciteO PVI;Interlayer"dated 04/11/13,expiring on 12/11/16, 2. Notice of Acceptance No.11-0624.01 issued to ET.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlasQ Interlayer"dated 08125111, expiring on 01/14117. F. STAT E'1'IENj S 1. Statement letter o1'confoln�u�cc to and coxt3plytn��vitl FI1C',�`�Edition (20-14), tssiti�� . I., by manufacture, detect 14;"sighed�tnd sealed by Lynn Miller,P.E. 2. Statement letter of confonuanec and complying with FBC 201.0, issued by manufacture,.dated 01/24114,signed avid sealed by Lynu Miller,P.E. (Subinitlerd underprevious NOri.No.14-0123..10) 3. Statement letter of no financial inteacst,issued by manufacture, dated 01/24114, signed and sealed by Lynn.Miller,P.E. (Sabinitted under previvrgNOA No. 14-0123-70) jointe D.Gascon,P-M Product Control.Seerlon supervisur NoK No.14-41I18.11 Expiration Date: February 17,2020 Apj eoval Date: February 12,2015 E--2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEN.ENTS (CONTINUED) 4. Laboratory compliance letter for. Test Report No. TTL-7554, issued.by Fenestration. 'resting Laboratory,Inc.,dated 11/01/13,signed a rd sealed by Marlin D. Brinson,P.E. (Submitted under prevlous NOA No.14-0123.*0) 5. Proposal issued by Product Control,dated 08/12/13,signed byJaime D. Gascon,P.E. (SYubmifted underp evfortsNOA.No.14-0123.10).. 6. . Laboratory compliance letter for Test Reports No.'s PTL-5980-R,1'1'"001-R and 1'TL-6015-R,-reissued by Fenestration Testing Laboratory, Inc., all dated 12/29/09, signed and sealed by Julia Gonzales,.P.E. (Suh rifted unrlerprevious NOA No. 09-082610) 7. Laboratory compliance letter for Test Reports No.'s FTL-5980, YfL 5993, FTI,-6036, 14TL-6001,FT L-6014, FTL-6015, 1-11,6017,.11-1'1.-6023, FTL-6024, FTL-6025, FTI,-6028, FTI.--•6031, FTI,-6033 and FTI,6036, issued by Fenestration Testing Laboratory, Inc., all dated 08110/09, signed and sealed by Julio Gonzales,-P..E. (Srrb»ritled.rtrrder previorts NOA No. 09--0826.1!1) . 8. Proposals No.'s 09-01.77, elated 03/1.7 & 31/09, 09--0177A, dated 05/07/09, 09-0117B, dated 06109/09 and 0941770, dated 11/18109, all issued. by Product Control,signed.bylshag Chanda,P.E. (.4rrbnritted rrsrder,previous NOA No. 0"826.10) G. OTHERS 1. Notice of Acceptance N6. 1.4-0123.10, issued.to PGT'Industries, Inc. for their Series "S6D-770 Aluminum Sliding Glass Doors w/ wo Reinforcements", approved on 02106/14 and expiring on 02/17/15. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1128.11 ENpiration Date: February 1y,2420 Approval Date: 'February 12,2015 E--3 TABLE N. SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Frame Min.Edge Min. Group Anchor Substrate Member Distance Embedment INCLUDING POCKETS & 900/135° CORNERS Concrsto(mm.2.85kai) Head/SiUJamb 1' 18' GENERAL NOTES 1 114'E(co U(traeen UnWpled CMU,(ASTM 0-90) Jamb only 2.112 1-114' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5, Grouted CMU(ASTM C•90,min.2 kel grout) Jamb only 2-112' 1314'-.' 2)DESIGN PRESSURES: tla'°Elco 410 S:S: Concrete(min 3135 kal) '' `-Head1SIIIIJamb-• t 1.314 2' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. Ungrouted CMU (ASTM C;90)' Jamb only 2112". 1-114�� GeteFlex -P .'Southam Pine SG=0.55) ,Head/SBVJamb. 1 1.395 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300, --'�yConorola(min.2.55 kat) HeedSlll 1" 1310• 3)ANCHORAGE:THE 33-1131/6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114•E(co L1ltracon PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Un routed CMU ASTM 0,5 Jamb only t` 1-3/We, WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA` 012,1841 or 410 P.T.Southam Pine(SG=0.55} Head151UJamb 9116• 18' S.S.SMS, Aluminum,6063.75` Head/Si8lJamb 316' 0.063' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. Steel,A36' R9ad/SiIVJamb 318' 0.050• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.t 1 threadst1n) Steal Stud,A653 Gr.33' Head/S01/Jamb 318' 0.0451• 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ket) Head/S1111Jamb 1-1/2' VVW NARROW JOINT SEALANT. 114'Cleo 18 8 S.S. Ungrouled CMU,(ASTM G90) Jamb only 2' 1.114' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSI,%F&PA NDS FOR Aggre-Gator Grouted CMU(ASTM G90,min.2 kat grout) Jamb only 21 2` WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. I P.T.Southern Pine(SG=0.55) Head/SlWamb 1" 13Ia' 7)THIS PRODUCT HAS BEEN DESIGNED"&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) Head/SIIVJamb 9/18' 1 1.318' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE"(HVHZ). 4 02,Steel SMS G5, Aluminum,8083-T51. Head1SIII/Jamb 318• 0.063' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11(hreadeAn) Steel,A38' Head/SlWamb 318" 0,050• FLORIDA BUILDING.CODE,AS APPLICABLE. sleet stud,A653 Gr.33' Heed/SIIyJamb 316• 0.0451' TEST REPORTS:FTL-6980,FTL-5993,FR-6001,FTL-6014,FTL-6015,FTL-8017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE;AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETEiCMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DAD COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE RECr°REMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. I NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD BU KS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE'l-112"THICK OR G EATER,1X AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK D SIGN AND INSTALLATION IS THE GENERAL NOTES..............I RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET.MIN..STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FIIORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIALIS NOT REQUIRED.IF USED,NON-�HRINK,NON:METALLIC GROUT, DESIGN PRESSURES.......6 8 MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.iF SUBSTRATE IS WOOD,304 FELT PAPER-OR MASTIC IS ELEVATIONS.....................15,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL!SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19 PARTS LIST....... .......20 Glass Descripllon(Listed from Exterforto Interior) EXTRUSIONS....................21,22 03 7/16'Leminatedt 2 Lltes of3116"HS Glass 1MI .090'PVB krterle er PRODUCTSwIth qw Florida() Y m oomplyingwith thu F G3A 9118'Laminated:(2)Utes of 114'HS glass with.090•PVB interlayer 8widtng Code �r G4 7/i8'Laminated:(2)Utes of 3ilT HS Glaea with.090'SG Intedayer DESIGN PRESSURE RATING IMPACT RATING Prang,No'L� � G4A_-9!•tt)_Laminated(2}Utes of 1!4'.FIS glass with,099 SG,kdedayer SEE TABLES 1,2&3O RATED FOR LARGE&SMALL SHEETS S.7&8 MISSILE IMPACT RESISTANCE t GS t`LaminatediG.31t8`7Exferfoi_Cap+3l8;NrSpaoe+7116 lamirialed (2)_Citesof3118`H3;tdlass:withS08o:P,VBJnteday@r.= GSA 1"Laminated 1.G. 114`T'EKtedor Cap+5118'Air Space+7118'Laminaled;'(2)Liles"of3118'HS Glasa:Wlth`.090'-PVS;Inteday�r` Arn,•a ?n"•�pld t i G6 1'Laminated LG.:3116'TExterlor Cap+318'AIr Space+7116"Laminated;(2)Liles a1311B•HS Glees with.090`SG lntedaye LYN 'GLAZING NOTES: ���� pC1 GGA 1•Laminated I.G.;114'T Extedor Cap.&6116'Air S oe+7116"Laminated; 2 Liles of 311&`HS Glass uAth.W SG Interlayel "ANN"=ANNEALED ���•' 4lCF NSE •�FQ i� G7 7118•Laminates:(2)Utes of 3116'ANN Glass with.090'SG Interlayer "H$"=HEAT STRENGTHENED P G7A 9118'Laminated;(2)Utes of 114"ANN Glass w0.090'SG Intedayer "T'=TEMPERED 1Y No.58705 G8 V Laminated LG.:3116'TExtedorCop+318'Air Spaoo+71181 Laminated; 2 Lkes 01`3116'ANN Glass vAth.090'SG Interla er "PVB"=DUPONT.090"BUTACITE PVB GGA 1•Leminsted LG.:VO T Exterlor Cap+5116'AlrSpaco+7116'Laminated;(2)Liles of 3/16'ANN Glass With.090'SG Interlayer "SG"=DUPONT.090"SENTRYGLAS Re�4bu :owot6as C) STA IL OF f 1070 TI cI1MOLaoraelvE GENERAL NOTES AND MAP '.;°F' •,!4oRtoP.•''Gti�; M.mi.CE FL 86276 rk �''i�`S/ONM 00' (961)480.1800 SERIES 770 ALUM. SGD-LM IMPACTF2T _ orw. r�we D.*vmx R- A.LYNN MILLER P.E. SJR 10/10/14 o.ee CERT.OFAUIH,A7B?88 BOD-770 NTS 1 d 22 PGT0130 P.E.#58705 CONFIGURATI NS EXAMPLE CONFIGURATIONS 1)ALLCONFIG CONFIGURATIONS I 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw'OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH c PX�P,PXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 1 3 PER TABLES 1-3 t CAN BE OXXXp. 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 j 2 1g j OF ANY 2 STRAIGHT CONFIGURATIONS. MIx � s Jw Jc MAX .UNIT 1 i o& 3 g 1 1 I o �' 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. .UNIT � / c HEIGHT MAX " HEIGHT 1 1 t a PER TABLES 1-3 / i PER TABLES 1-3 i "X"=OPERABLE PANEL, i t "O"=INOPERABLE PANEL, w I ¢ "p"=POCKET POCKET I y POCKET I DETAIL LETTER xx +—"w"=WOOD OR METAL.INSTALLATION 1.PANEL a 2-PANEL S – J �W "c"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS + +3 SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH a NOM.PANEL WIDTH s DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 3 2 1 PER TABLES 1-3 3 1 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" moo J o c MAX.UNIT a MAX.UNIHEIGHT 8 1 j a HEIGHT PER ly ti PER TABLES 1-3 I ~ TABLES 1-3U POCKET i POCKET $ `ry 1 -PAN - r I 4—PANEL CONFIGURATIONS Or v �3-PANEL�CON-F(GJ�RA710NS.•' 3 3 i 1 3 13 + 3 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTHAw Ac w c Cc NOM.PANEL WIDTH PER TABLES 1� 1 t 13 PER TABLES 1-3 _�`�--_1 RO DULIRENEWbu w J 1 3 as�ptytng wi&ft Flonda 1 1 g 14 7 ; V101 Buildi�Gide !r a Iq o MAX.UNIT Accepl. Na �.-+- MAX.UNIT c 9 9 9 E a y HEIGHT NOTE +HEIGHT t g I PER / 2,PER TABLES 1-3 / / / / / I TABLES1-3 / SHEET. ivl nmi O ''•rVr<POCKET 1 EXTE5-PANEL CONFIGURATIONS CORN , . 3 ' No.58705 (OUTSIDE CORNER SHOWN, j�" w – INSIDE CORNER SIMILAR) 0 •. STATS . iv 1070TECNNOWayDRIVE EXAMPLE CONFIGURATIONS ; F ' .FLORt01',•'\�\_, N,VENICE,FL 34275 Yft ""/SS/pfV/1l. Dow ,: (941)4804&VSERIES 770 ALUM. SGD—LM IMPACT �,,,t I t+t t,� A.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAUM.,P29299 �80D-770 NTS 2 d 22 n+.wa PGT0130 ' P,E#58705 f EXAMPLE CONFIGURATIONS j CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= ' 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16'@96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-114"@ 120"HEIGHT ! LOCATIONS USING DETAIL"JW","Je,"KW"OR"KC"INSTALLATION. NOM.PANEL WIDTH ® EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION —�`f-'-- CAN BE OXXXp. c 1 3 19 t 1s2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION yyc 9 s 9 i &q OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT 1 Ra a�HEIGHT, 1 19 jc u� 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" / / / / / / f i �r I i 4�� "X"=OPERABLE PANEL, POCKET ; y "O"=INOPERABLE PANEL, "p"=POCKET 6-PANEL CONFIGURATIONS I o r c Fc 1 13 1 1 t 13 DETAIL LETTER MAX.UNIT WIDTH V=WOOD OR METAL INSTALLATION 'b"=CONCRETE INSTALLATION I NOM.PANEL WIDTH A Ac w L---SHEET NUMBER PER TABLES 1-3 1 13 1 13 t em dh 6h filh Jw Jc i DLO WIDTH=NOM,PANEL WIDTH-7" 1s 19 19. 1 14 DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 1 1 1 1 9 i%R ff PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" MAX.UNIT HEIGHT 1 13 19 19 i a ffi PER TABLES 1-3I`� / ig PocKer 7-PANEL CONFIGURATIONS i 3 M MAX.UNIT WIDTH NOM.PANEL WIDTH o PER TABLES 1-3 1 12 3 1 3 GdhJyy { PRQDUCf RENOWILD t 1319 9 19ce 14 tc ti flu delaywld�tE a 1 13 19 t9 t9 19 1 jo"&,q AeapWtczNlo MAX.UNIT 1 cn Expiration�aw f�ri HEIGHT 12 19 19 9 9 1164 PER TABLES.1-3 / �' Miom�D c qd0%1Rcttytlo} V. POCKET 8-PANEL CONFIGURATIONS No.58705 Itiz S-0�15 ty � over R.nfa iOTOTECHNOLooYDRNE E MPLE CONFIGURATIONS %�'�F+ FLOR1oP•' � = Raffia o RRo,rr�s N VENICE,FL 34715 SERIES 770 ALUM. SGD-LM IMPACT UIVAL E (84!}d801800 s.w+me sora• ef..o n.•++.ax� �" A.LYNN MILLER,P.E. a,a"ney. Duro: oats: ® a 22 PaTO13O REA§5705 JR 10/10/14 CERT.OFAUTH,N78?86 SOD•11p IVIS S GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A 7/16"NOM. 7116"NOM. 1"NOM. -� 3116"HS GLASS--\ 3/16"HS GLASS--\ 3116"HS GLASS .090"PVB .090"PVB _090"SG 3/16"HS GLASS 3116'HS GLASS 74 3116"HS GLASS 74 3/8"AIR SPACE 74 82 a2 3116'T GLASS 83 EXTERIOR 314"NOM. EXTERIOR C 3�4"NOM. 314"NOM. (� GLASS GLASS 58 GLASS `r BrrE a I BITE BITE F EXTERIOR so a 79 54 b4 55 7/161,LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G. GLASS,TYPE G5 'i 9116"NOM. 9116"NOM. V NOM, 114"HS GLASS 1/4"HS GLASS 3116"HS GLASS .090"PVB .090"PVB 090"SG GL 3/16"HS ASS 1/4"HS GLASS 74 1/4"HS GLASS--\ 74 5/16"AIR SPACE 74 1/4"T GLASS 82 82 83 314"NOM. �` 3 4"NOM. EXTERIOR GLASS � �RI �GL TES 50 314"NOM. BITE �7 GLASS SITE EXTERIOR B1 81 � a 79 54 54 55 a+oomplyMgwl9�tbeFW!da _ Building Cade ,40— 9116"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS TYPE G4A 1" LAMINATED f-G: GLASS,TYPE G5AL'� �y 4. Q<<. __. Miami Dad,Ftefi,a Ca"11111 GLAZING NOTES: \`����ONY LYNN 41/� "ANN"=ANNEALED `� `1�� '4�GFNSfi '•� "HS"=HEAT STRENGTHENED "T"=TEMPERED No.50705 "PVB"=DUPONT.090"BUTACITE PVB i "SG"=DUPONT.090"SENTRYGLAS ar �,,, 1070 Tecsvotaoro>an� GLAZING DETAILSWRYFF Off'• Al'[ r $11I N.VENfCE•fiW, tcs S� '•.,CQRtVA•• `� Warw— m� 1941y46NY� SERIES 770 ALUM.SGD-LM IMPACT &Y*.Sbft sem. — a..ygx. ,w ,����'MMM I.LEk`,P SJR 10/10/14 a� CERT(7FAVTH 62y1HB 8l,,o Nr$ 4 a 22 PGT0�3O PEN 687175 GLAZING DETAILS (G6, G6A,G7, G7A, G8 & G8A i"NOM. 7/16"NOM. 1"NOM. 3116"HS GLASS- 3/16"ANN GLASS 3/16"W13"ANN GLASS = - .09D" G .9SG_ 3/16"HS GLASS- •090'SG 3/16"ANN GLASS 3/8'AIR SPACE— 74 3116"ANN GLASS 74 3/8"AIR SPACE T4 3116"T GLASS 3/W T GLASS 83 314"NOM. EXTEMOR 3/4.Nom. 3/4"NOM. 56 GLASS '$LASS 50 GLASS BITEBITE BITE EXTERIOR EXTERIOR DD - t 79 7.9 55 5455 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 V LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9/16"NOM. 1"NOM. 3116'14S GLASS- 3116"ANN GLASS .090"SG— 114"ANN GLASS 090"SG 3116"HS GLASS- .090"SG 3116"ANN GLASS 51WAIR SPACE— 74 1/4"T GLASS 74 IW ANN GLASS 6/16"AIR SPACE 74 83 82 114"T GLASS —1 — I \ , 3W NOM. EXTERIOR 3/4"NOM. GLASS 6LASS 50 34'NOM. ;BITE GLASS 63 1 3'4"N.M. GLASSNOM L (GA SS SS EXTERIOR 111TEE BITE EXTERIOR 79 1 vv 79 Gr 54 PRODUCT RENHWED 55 6S cm ththeFloridit 55 90diq Cade Acctpta= 8 NO: 12 , 1 LAMINATED I.G. GLASS,TYPE G6A 9116"LAMINATED GLASS,-TYPE G7A V LAMINATED I.G.GLASS,TYPE GBA 13 M. GLAZING NOTES: LYNN Q 'ANN'=ANNEALED "01 ......... j Q "HV'=HEAT STRENGTHENED "T"=TEMPERED "PVB"=DUPONT.090"BLITACRE PV8 "SG"=DUPONT.090'SENTRYGLAS f?."dvf.- mw F SATEOF- aii-samr. VAX f 070 TECHNOLOGI�V Y/ 5ORWE GLAZINGDETAILS N.VENICE,R312 312 ORI. lwww—, WW— 7ERIES 770 ALUM.SGD LM IMPACT 16 wanner oft. a;a;w—r/, R�, I I P.E. JR f0110114 CERT.OFAVtH.#29286 rGr013o REA 58705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(For all approved Maximum DP for all sizes:+60 I-60 sill Height to Max.(+)DP configurations on Sheets 2&3) (Water Infiltration Rating) For comer astragal anchorage on 90"or 1351 corner units,see sheet 11 (May be limited by Table 1A) Sill Riser Height Table ap lass - - Door Unit Height (Flat or B 17 sea (+)Design 80 84" 90" ) Pressure,psf Types 3,3A 6,6A ,7A,8 _6g_718.DLO ' .`l: 73.7 8"D O 79-71W DLO 85-7/8"-DLO Flush-1-112" see note 3 &BA and the ite Astragal Lav-2.1l2 types shown below. Anchor Group Anchor Group Anchor Group Anchor Group 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium_3914". +60io k:;i. Head/Sill C4+1 +1 C4+ +1 C4+ + C4+ C4+1 04+1 C4+1 C4+1 C4+ C4+1 + +1 G4+1 --High=•4'' r- +'80:0 "' 24" DLO Jamb 8 8 8 8 6 8 8 8 8 8 8 8 6 8 9 8 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7" 7+8 7+8 7+8 7+8 7+8 7+8; 7+8 7+6 7+8 7+8 7+8 7+8 Head/Sill C4+.1 C4+1 C4+1. 04+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLO Jamb 8 8 8 8 8 8 6 8 8 8 8 8 6 B 6 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8� 7+8 7+8 7+e 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 01+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 CL 36" DLO Jamb 8 8 8 8 8 8 8 8 8 B 8 8 8 8 8 8 2P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 OH LENGTH �— •EHead/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1. C4+1 C4+1 z 42" DLO Jamb 8 a 8 8 8 8 8 6 8 8 8 8 8 8 e 8 P-hook 6+7 6+7 6+7 6+7. 7+8 7+8 7+8 7+8 7t8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 w OI OH RATIO z 1 HeadfSlll C4+2_-C4+2 '-'C4+2 =C4+2_ • C4+2 1 C4+2 I C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2. C4+2 = On 48"''DLO Jamb 8 8 8 ;8.,'. 8 8 8 8 8 B 8 8 8 B 8 6 D A. P-hook 6+7,;,=6+7 6+7 6+7_ 7+8 7+8 7+8 7+8 7+8 7+6, 7+8 7+6 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. = OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE-WATER DP,IS 46.87_PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60-0 PSF MAX.WHEN USING THE 4'SILL_`,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. --=_ NOM.PANEL WIDTH-7" 3)4-,3-1/4'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLO�IDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. i 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. j DOOR UNIT HEIGHT-1.866" 0)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135"Astragal Lockstile @ Assembly Straight Astragal Assembly 90*Astragal Assembly 135°Astragal PRODULTRHNEMD a;complyb;g wkb the Piortdn Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile suildingCode Standard Astragal Inside Ac"plawe No 0 Outside C outside Corner Ex�top Do Corner By_ -- � t•4innii Dade gc'�ha(1+pi:j• Inside `������� tYNN,yYCe 93-9 InsldeCorner Corner Outside `��NCt�. EN Ins1Td Corner Part 960(Stile) Part 961(Stile) Pan 41119(Out.) Part 461(Stlle) : 140.58705 Part 1160(x2) Part 1160 Part 96D Part 967(Astragal} Part(1120(In,}Part N60 Part 0118(Corner Parts 4131&932 Part U61 Receiver) (Corn.&Fxd Mount) ��•,�'�'��-a-.; n,` ,. iSTA7F of : �,. 10707ECHHDL00YDRNE DPANDANCHORAGE '%^�e ••.F•LORto?. leatl-+soreaoars SERIES 770 ALUM.SGD-LM IMPACT "`''Ss,INA� _ seh�rr4i t °i6vw A.LYNN��LLER,P.E. JR !0/Illi?4 De. OFAUIH.MIBM 30D-770 NTS 8 d Z2 PGT0130 P.E.#58705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for ell approved conflgurations on Sheets 2&3) Maximum DP for all sizes:+601-80 For corner astragal anchorage on 901 or 1351 comer unIts,sea.sheet 11 (May be limited by Table 2A) Ddor Unlt Hel ht Tabu apptleS-to Glass types 80" 84' 90" 98' 102" 106' 114' 120" 4,4A,6,6A,7,7A, 8&8A 69-718'01.0 73.718'DLO 79.718'DLO 88.718" L 91-718'DLo 97-718"DLO 103•/8'D O 109.718'DLO and the Stile 1 Aelragal types Anohor Group .........1nchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 a + + +1 +1 Cor C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+4 +1 +1 +1 + +1 C4+1 +1 C4+1104+1 C4+ + + + + +1 Cit+1 C4+1 C4+1 24' DLA Jamb 8 8 6 8 8 8 8 8 8 6 8 8 a 8 8 8 10 10 10 10 —1-0-17-101 10 10 10 10 10 10 t0 10 10 10 P•hook 6+7 6+7 6+7: 6+7 7+8 7+8 7+8 7+0 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 6+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/801 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 30" DLO Jamb 8 8 8 8 6 a 8 8 8 8 8 6 8 6 8 8. 10 10 t0 10 10 10 10 t0 10 10 10 10 10 t0 10 10 Pfiook 6+7 0+7 8+7 6+7 7+8 7+8 7+e 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 0+9 6+9 8+9 9+10 9}10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill 04+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1C4+1 04+1 38' DLV Jamb 8 8 8 8 8 8 8 6 8 8 8 6 6 8 6 8 10 10 10 10 10 t0 10 10 10 10 t0 10 10. 10 . t0 10 P-hook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 ;7+8 8+9 8+9 8+9 8+9 8+9 8+9 6+9 8+9 9+10 9+10 9+10 9+1019+10 9+1019+1019+10 38' Head/8111 C4+1 C4+1 C4+4 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C5+1 C5+1 C4+1 NO esti CS+f a 42" DLO Jamb 8 8 8 8 8 8 a 8 8 8 8 8 8 8 6 a 10 10 10 10 10 t0 10 10 10 10 t0 10 10 t0 f0 10 Pfiook 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 ,7+a 8+9 8+9 8+9 8+8 8+0' 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/3111 C4+2 C4+2 C4+2 04+2 C4+2 04+2 04+2 04+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 04+2 C4+2 04+2 C4+2 C6+2 C5+2 C4+2 C6+2 C6+2 C5+2 C5+2 C6+2 C5+2 C8+2 10 48' DLo Jamb 8 8 8 8 8 6 6 a 8 8 8 8 8 8 8 a 10 10 10 10 10 10 10 10 t0 10 10 10 10 10 +1 +1 P•hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 8+9 8+8 8+9 8+9 8+0' 8+9 8+9 8+9 11+10 9+10 9+10 9+10 9+111 8+10 9+10 9+t0 Head13111 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 54 DLO Jamb 8., 0.. 8 8 8 e 6 8 8 8 8 8 8 8 8 8 P-hook 8+7 8+7 6+7 6+7 7+8 7+8 7+6 7+6 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 Not available in these sizes Headfaill C4+2 C4+2 C4+2 C4+2121+21 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+ C5+2 80' DLO Jamb 8 a 8 a 6 8 8 8 8 8 8 8 8 8 B 6 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 + .7+8 NOTES: 0= EXAMPLE ON SHEET 9 DLO WIDTH= 1)POSITIVE.PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114"SILL. NOM.PANEL WIDTH-7" 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: POSITIVE WATER DP iS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP OH LENGTH �+— DLO HEIGHT= (NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.125" 3 4",3-1/4"AND 2.1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2': _ Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design PANEL HEIGHT= (Flat or Bax,sae w POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure,psf = 0O OH RATIO z 1 DOOR UNIT HEIGHT-1.866" AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITIONIS = o NOT RATED FOR WATER INFILTRATION. Flush- -1/2" see note 3 p 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE-AND EMBEDMENT INFORMATION. Low- -3-1/ +48.87 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-114" +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +80.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO= OH HEIGHT THE FOLLOWING STiLE&ASTRAGALTYPES SHALL BE USED FOR TABLE 2,SEE SHEETS-211&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstlle @Jamb Straight Astragal Lockstl.le Ch1 9q1 Astragal LockStile @ 135"Astragal Lockstlle @ Pitower RENIMID Assembly Straight Astragal Assembly 90'Astragal_ Assembly 135°Astragal M oomply4 vAth a,o plarida Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile., Heayy duty Salle Heavy-duty Stile Hea -duty Stile Heavy-duty 53i1e Heavy-duty Stile Heavy-duty Stile Duilainacate J�2 _I b + . Ins de AeceptancdNo _!�1► _ Standard Astragal outside Corner OutsideCorner et�llo,f Date (ZCj Corner � � ' Nliumi Dna+'i tltlt N �4(��..�' Inside ......LYNN R1/���6�� Inside'Co _1 1 Corner Outside y '\10ENSF -Cc1y Corner � Part#61(Stile) Part h61(Stile) x' No.58705 Part 061(x2) Part 1161 Part#61 Part#fii(Stile) Part#61 Part#118(Cotner Part 9119(Out.) Parts 831&132 Part 1161 [-- Part#67(Astragal) Part#120(in.) ter'* -_ Receiver) (Corn.&Fxd Mount) !>7{. �y rnnsear abw: a+vaiw ow Wea. .�0' S1NrE C(F ey: aHa: RpNYolll 1w07ECHHOLODYDWE DPANDANCHORAGE :'�� '•.��Oltt6?.• '�X; M VENICF,fL 34216 iv: (s4r>aeareao SERIES 770 ALUM.SGD-LM IMPACTs'ONAI-rE,• , e.f�uva a e.x p.1+v++a a r A.LYNN�Ii M,P.E. %110114Lb0' CERT.OFAUTH.OWN SOD-770 NTS. 7 -_22 PGT0130 P.E.4 58705 JR TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quatltitle8 Required,(for all approved conftguratlons on Sheets 2&3) Maximum pP shown below Sill Nelght to Max.(+)DP For comer astragal anchorage on 901 or 1361 comer units,sea sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Ooor tl t Het ht Sill Riser Height (+)Design Table applies to Glass Types 4,4A, 8D' 84' 9o' 96" 102" 108" (Flat or Box,sea 6,6A,7,7A, 6A SA and the Stile/ 69-718 7F?7s—"—50— 79.718"DLO W-718'0 O O 97-7/8 Sheet 17) Pressure,psf Astragat types ah own below. Anchor Group _ nc or Oros Anchor Group Anchor Oroup Anc. r roup Anchor Group Flush-1-1/2' see note 3 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-21-1/212" +46.67 67 es Pressure +- + ps +-5.0 ps Medium-3-1/4' +60.0 17" Headr8111 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+t 04+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 24' High-4' +90.0 DLO Jamb 8 8 8 a 8 8 8 8 B 8 e 8 '8 8 8 8 10 10 to 10 10 10 10 10 P-hook 6+7 6+7 8+7 6+7 7+B T+8 7+8 7+8 7+8 7+8 7+8 7+8 +8 7+8 7+6 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1-3 Design Promufe +/-90.0 psf +1$2.5 psr +1-76.0 psf 23' Head/Slll C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 Q4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 s DLO Jamb 8 8 8 8 8 8 8 8 8 6 e B 8 8 8 B 10 10 10 10 10 10 10 10 P-hock 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+B B+9 8+9 8+9 8+9 8+9 8t9 8+9 8+9 Design Pressure +/-90.0psf +1.62.6 psf +/-76.0 psi a 36' 29" H9adf8fll C4+1 C4+1 C4+2 C4+2;C4+1 C4+1 C4+2 C4+2`C4+1 C4+1 C5+2 C8+2 G4+1 Cd+1 C5+2 C5+2 04+1 C4+1 C5+1 C5+1 04+1 C4+1 C5+1 C5+1 DLO Jamb 8 B 8 8 8 8 8 8 B B 8 8 B 8 10 a 10 10 10 10 10 10 10 10 P•hodk 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 +8 8+9 8+9 8+8 8+9 8+9 B+9 9+9 B+9 1 8+9 1 8+9. 6+9 e Design Pressure +/-90,0psf +1.82.5 ps( +/-76.0 paf CH LENGTH �-- 42 35" Head/Sul 04+2 C4+2 04+2 C4+2 C4+2 C4+2. CS+2 C5+2 C5MC5+ C5+2 C5+2 5+2 C6+2 C5+2 C6+2 C5+2 C6+2C5+2C5+2 C5+2 C6+2 C6+2 05+2 DLO Jamb 8 8 8 B 8 8 8 8 810 8 8 8 1D 8 10 10 10 10 10 10 10 10 P-hock 6+7 7+8 7+8 7+8 7+8. 7+8 7+a 7+8 7+ 8+9 8+9 8+9 1 8+9 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 fl+9 1 8+9 1 6+9 1 8+9 i p� OH RATIO 2 t Design Pressure +/90,0 psf See Note A below. +182.5 psf +/-75.o pal C� �" 41" HeadrSlll C4+2 C4+2 C6+2 C5+2 C4+2 05+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C8+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 06+2 p DLO Jamb B 8 B 8 B a 10 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 16 1 P-hook1 6+7 1 7+8 1 7+8 1 7+8. 7+8 1 B+9 1 8+9 1 8+9 1 8+9 1 8+8 1 8+9 1 8+8 1 8+9 9+10 9+10 9+10 8+9 9+10 1 9+1D 9+10 8+9 i 9+10 19+1019+1011_ FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A.+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.87 PSF MAX WHEN USING THE 3-1/4"SILL:POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 80.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4',3-114'AND 2.1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND DOOR UNIT HEIGHT-10.125' MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE OURRENT FLORIDA PANEL HEIGHT= BUILDING.CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. interlock P hook Lockstile @)Jamb StralghtAstragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal LocksUle @ Assembly Straight Astragal Assembly 90'Astragal Assembly135°Astragal PRODUCrkEWEDwcmoptybewithlbeFlorida Heavy-duty_Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile SuRdMCc& Inside Accepu=Ho 4 [_ Heavy-duty Astragal. outsid Corner Outsideett7ate � CQ Corner Corner ' 9-131 �7'y•r 4V I 111M Frinna��n gJIK(4g1f Corner — Outside . `\``�ON� InsiCorner �� •' ��cerlss de orner •- p 61 Stlle) Part 961(x2) Part 061 Part 961 Part Part 961 Partt7f118((Colrner Part 4J119 20(Out.) PartsN31{&932 Part 961 � * No.58705 � Part 968(Astragal) ecelver) Part 9120(In.) (Corn.&Fxd Mount) Rftvdvr. Dox ReNW'ic r ��• - ER P a sv.m�. p•'••, nTe ;•'�W 10107ECHNOLooYORn/F DPANDANCHORAGE = ,�•.:Fcomv�.••'`G��>> N.VJ:NlCE,FL 34175 tdc '/ &/01\i•••'•••• ` �� �41jf�p SERIES 770 ALUM.SGD-LM IMPACT �, A1t ,�� s.H.xaar s� pwr a."+�ra �� A,LYNN�AI{(L�t,P.E. ,R• 10110114 DOW CERT.DFAVfH.rCYB180 ® 6GO6770 NTSS 1 8 122 PGT0130 P.E.fF 68705 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOKANCHORS, SEE'C5"CLUSTER MAX.UNIT WIDTH SEE"C5"CLUSTER DETAILS, DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MpJC.O.C. THIS POCKETS AND 60"NOM. CLUSTER,SEE ` SHEET SEE POCKET 8 P-HOOK PANEL WIDTH DETAILS,SHEET 11 =_J x xx O r-- - x s eax�` 0'MAX. JAMB MOUNTING 1 x z z xxf .sx x INSTALLATION, ADAPTER i 6"MAX x Glx!1xr siL THIS SHEET ANCHORS MIDWAY i 1 i '' 3'MAX. " 4 PAIRS OF &SHEET 14 BETWEEN P-HOOK ANCHORS&AT 3" i ® —FRAME x ANCHORS 96" (TOTAL 8 1 FROM TOP& i e.0 ANCHORS UNIT 21'MAX. ANCHORS) ' BOTTOM : ' I .C. 8"MAX.TO OPENING MAX.O.C. ® ta•MAX,O.C.o.c. HEIGHT PER JAMB 4.051" y x EDGEOFPOCKET SEE (SEE JAMB w � 0 ANCHORS DETAIL x INSTALLATION { ¢ 101 i'0, I m DETAILS'Jc&'Kc', 0=P-HOOK 0 J l z BELOW) END PANEL SHEET 14&PART a ®� ! i ;1 MOUNTING 24"MAX ANCHORAGE DETAILS'J'&'K', i rX ', W MAx. ADAPTER x (2 ANCHORS) SHEET 19 FOR i a � {� ANCHORS - z O.C. r "+2 P-HOOK - _ xl�I%�' ,xg r END PANEL ANCHORAGE ANCHORS PANEL CH _x 6-MAX. ANCHORAGE(SEE ANCHORAGE IT SKETCH BE LOW) (SEE SKETCH BELOW) \—.+2 •+2" ANCHORAGE ANCHORAGE CENTERLINE 6'MAX.,TYP• -+ ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE:5-PANEL 2 TRACK 90'OUTSIDE CORNER- XXM!-EXT.MOUNT POCKET ANCHORAGE PIAN: O.C. I&r x 96'NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED l 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE 69, Id I CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS,USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NOM. • % INTERLOCK APPROPRIATE TABLES,SHEETS 6.8 AT EACH INTERLOC .AND STRAIGHT AND CORNER MAX, PANEL SEE'C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.i AXIMUM. LO°`E� FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY; � 5.64" "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT e�rraneor 6"MAX. 3.5..- REQUIRED AS PER THE FIGURE AT RIGHT: PUR CENTERLINE JAMBS&P-HOOKS:5"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. i ANCHOR PAIR PRODUCT R'MY"I REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER; END PANEL R complying thtAaFbrida CENTERLINE i CENTERLINE B"ilding(odc "CO"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE Aceeptanee No • 1 DETAILS,SHEET 11 I�OF FOR ASTRAGAL,-,,. F� OF (2 ANCHORS} 8" Ion l 1 INTERLOCKI ASTRAGAL i 4.051" +� I MAX. • � 3.5" '•,oi ods r 1 • i • • 1•- -— \`. ON{ LYNN 4 6 PANEL OF EXFERIOR CENTERtJNE "+2"ANCHORAGE—/ CENTERLINE 2"ANCHORAGE CENTERLINE "+ f - - �QFPANEL3 �OFPANEL.4 SEE SHEET 11 FOR OTHER INTERMEDIATE.ANCHORS ) rLI '•, k J 5.- Lug Re,mey. amrw Retrinr pSTA <(/� to7oT�cxNotoaroRAE ANCHORAGE SPACING 4%EXAMPLE PLANS 0 % '•.,FLORto�.• aY amu: RaNN»c N.VENICE,FL 3427Q mz +� DR. R Isaryaearaoo SERIES 770 ALUM.SGD-LM IMPACT SS/p lAk-L`a cam xtt c — ar.•r c—tvm ""' A.LYW MILLIOA P.E. JR af0114 -By oss• CERT.OFAUM.02M. SGD•770 NTS 9 -22 PGTO130 REA58705 JR I L10114_]_ I ASTRAGAL OR 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL 4R I (FOR SPLICE SPLICE LOCATION INTERLOCK—[__IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK�"IF NEEDED 2.04" 2.04" CENTERLINE 1 CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE iEll 1.75" Ex7EalOR B"DIAG.. 1.75" 4-- 7" 3.5" 21,.Wr3 MAX. ExretttoR O.C. .04" 2.04" 4" 21"3.5 5.64"EXTERIOR 7" -� �, � EXTERIOR v 2-TRACK FRAME HEAD2-TRACK FRAME HEADISILL /SILL 15 2-TRACK FRAME HEAD/SILL V 6"MAX. (cD_ASTRAGAL OR INTERLOCK (cil ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK �-2_TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 6"MAX ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") FRAMEJAMB ANCHOR PAIR 4-TRACK ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK-;-j INTERLOCK-1 CONDITION,USE INTERLOCK- —IF NEEDEDEXTERIOR ANCHOR PAIR CENTERLINE 1 CENTERLINE 'C6"CLUSTER DETAIL) CENTERLINE 1 .. .5" + 2,04' 3 3.5° 3.5" T ANCHORS MAY BE INSTALLED 1 ... 21" EITHER IN THE EXT,OR INT.MAX..04" �4"DIAG. • TRACK(INT.SHOWN) _-- ..._._. 4.06" 4.08.. O.C. - t 2.04" EXTERIOR 7" y EXTERIOR /_ 7" 4"DIAG. EXTERIOR b 64' NOTES: �n� n 3.5" 1.ALL.DIMENSIONS SHOWN V 3 5" t ARE BASED ON MIN. 3-TRACK FRAME'HEAD/SILL V 3 TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEADISILL 6"MAX. ALLOWED. @ ASTRAGAL OR INTERLOCK a@ ASTRAGAL OR INTERLOCK (a.ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"05") i ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCK NEEDED INTERLOCK (FOR SPLICE INTERLOCK^ CONDITION,DO NOT CONDITIONS ONLY: CONDITION,USE CENTERLINE CENTERLINE 1 CENTERLINE 1 " USE THIS DETAIL) SPLICE LOCATION -.. 176„ C6"CLUSTER DETAIL) NEEDED 3.5" - 3.5 3.5" �IF 3.5" wldl L%a Ftatidn DIAG. 2.04" 4"DIAG. 2.04" _ ovildWC.00dde -14 2.04" 4.0 _ _— 8r EO0� mp �e . G. .. _ { y 2.04" 4"DIA :_....._ Mimi DaAeYr - pli�151:1i�� LYNN \GENEXTERIOR EXTERIOR TERIOR7" 7° 15 4-TRACK FRAME HEADISILLV 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 0 ASTRAGAL OR INTERLOCK w ASTRAGAL OR INTERLOCK 00 ASTRAGAL OR INTERLOCK No.58705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER. (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED,"C6") _ -p ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C'5") WITH&WITHOUT SPLICE CONDITION it.wm, mw s-d /�'_ . RorarE 4/ Re 1070TECHNOLOovvan� ANCHORAGE EXAMPLE CLUSTERS "p'�� •,;�[oRtiok;.• ��`��� �7yos0aeo0�27S SERIES 770 ALUM.SGD-LM IMPACT ,S,�ONA1 prr"ney: pep: oa wts• o "`�'�' ` ° pe+Wlvo. Hei A.LYNN MILLER,P.E. JR 10110/14 CERT.OFAVTH.#18Y86 SOD-710 NTS 10 d 22 PGTO130 P.E.058705 i' 2.04" r 2.04" -"- INTERIOR 2.04" INTERIOR 2.04" NOTES: :ITE IOR INTERIOR 7„ 1_ALLDIMENSIONSSHOWN P4'10IAG. ?4"DIAG. 8.04" ARE BASED ON MINIMUM 6.12" 3.5" 3.5" ALLOWED. INTERIOR r INTERIOR 7INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR 90 3. " g0° 3 " 1 1 QUANTITY AND SPACING, EXTERIOR AND WOULD BE IDENTICAL EXTERIOR ��jERIOR d°DIAG, 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4, 3.5" 4" 3.5" 3 EXTERIOR 2.04" EXTERIOR 7^ 4" "+1"ANCHOR 2.04' 2.04" EXTERIOR 4" 2.04" 7 EXTERIOR 8.94" 90°CORNER 90"CORNER 135°�ORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL l CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I'-OF PANEL ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"C6") ANCHORS 4RE REQUIRED," ANCHORS ARE REQUIRED,"C6") 4.08" "+2"ANCHOR INTERIOR EXTERIOR INTERIOR • '+1"ANCHOR 4" 2.04" 4,.DIAG. INTERIOR 3.5" INTERIOR 7'41„ _-- 90° 7^ 135° .. 3.5" I - I_ _CENTERLINE .3 I EXTERIOR OF PANEL 3.5 4.08" "+3"ANCHOR 4.08 5.37" G. 6.37" AG. 7 CENTERLINE :l�35 4" 3.5" r 4 ~OF PANEL 2.04" 4"DIAG. EXTERIOR 7^ EXTERIOR +- 7" 4" INTERIOR A` "+2"ANCHOR - 90°CORNER 135°CORNER EXTERIOR VIEWS 7„ 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL V CENTERLINE ("C8"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAL. 2-TRACK FRAME HEAD/SILL 6.12 INTERM EDIATE ANCHOR LAYOUT INTERIOR INTERIOR2.04" air -+- 2.04"4" EXTERIOR CENTERLINE INTERIOR 5.88" j OF PANEL INTERIOR 90° 3.5" 135° "+3"ANCHOR 4" 7„ .04:. - - PRODUCTRIENHWED as a-plyb*wJ01 ft MIMS " G— 35OAwidin5 cco&6.124''D8.12" 4.08" 7" EXTERIORaz r f 5' 2.04" 4- _ 1 -----;---- • 4"DIAG. 3.5" 3.5" EXTERIOR 7" EXTERIOR 4 " I CENTERLINE `�`�orifi VIM Ille 90°CORNER 4' 2.04 OF PANEL �� S�•''Ot Ns �F % 135°CORNER 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL ("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED 4 TRACK FRAME HEADlSILL [yo.58765 ?{ AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT — (3-TRACK SIMILAR) 8, ., „ f0707ECNNOLOOYDRIVE ANCHORAGE EXAMPLE CLUSTERS ,c'•, r3w 1' N..f1FNfCE,FL 3127b Isny eo,son SERIES 770 ALUM.SGO-LM IMPACT Gveney. oub: D°hr sarwwfr sad+: snx A.'14A MILLA,P.E. ✓R 1a�a�4 Cr--Rr.OFAM,#29M ® SOD-770 N7'S 11 n22 PGT0130 P,E,aserol INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1116"` `r 2-1/16"` — 2-1116"' NOTES: EXTERIOR 114" ---...--__._�_.�___.. 114" -- 114" 1..ALL DIMENSIONS a - _� == --- . MAX. -- - - — MAX. SHOWN ARE BASED �r r MAX.M ri— i EXTERIOR �� C � 7�� EXTERIOR _`__ ._—'__. .-- LLL SHIM - -- - — =' LLL SHIM — -- — .._-... —_ SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: SUBSTRATES MAY BE SEE TABLE A, USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP:,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 2:TRACK FRAME HEAD IRPEGKiFRAMETEAD 4 TRACK FRAME HEAD `DIAGONAL O.C.IS KVw WOOD INSTALLATION E E40- 0NSTALI!Atf N METAL INSTALLATION MIN 4"(HEAD S SILL} OR 8"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET f. NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEETNOTE.5, NOTE 5, THE METAL SUBSTRATE 1(U4"MAX)—L, 1 SHEET 1� 1 SHEET 1� (114"MAX.) =° �` 1 (114"MAX.) ;mac EXTEwoR 1 i EXTERIOR —=_ �_� _ EXTERIOR EMBEDMENT:SEE " 2-1/f6"` � � 1 � TABLE A,SHEET 1 2-1/16" f---► 2-1116"` EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILLEmTitAC1=iFETAI�REISit 4-TRACK FRAME SILL DRI WOOD INSTALLATION �iN�OD]tNSTiALt►!!AT(ON WMETAL INSTALLATION EMBEDMENT:SEE — TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 -`I SHEET 1 EDGE DISTANCE: METAL TVP., EMBEDMENT:SEE 1 SEE TABLE A, TABLE A,SHEET 1 `---1 SHEET 1 SEE ANCHOR 2X WOOD EDGE DISTANCE: 2X WOOD I NOTE 4,SHEET 1 SEE TABLE A, TYP.,SEE ANCHOR TYR.SEE ANCHOR k PRODUCT D SHEET 1 2-1116 m t NOTE 3,SHEET 1 NOTE 3,SHEET 1 O0°r y�wi�taeplar4fe SMS ANCHOR TVP., ou,ieirrg Cove SEE ANCHOR NOTESw- t Aocapta e.No!M- 2-1/1 [ ` 6"• 1+< ionOate7-2-1116"' &TABLE A,SHEET 1WOOD ANCHOR TVP., WOdD ANCHOR TVP., MIN.OF3 " SEE ANCHOR.NOTES THREADS n2::-��;n,vJc P.,<,. •, SEE ANCHOR NOTES &TABLE A,SHEET 1 $,TABLE A,SHEET 1 BEYOEXTERIOR ME•TAND THE ``\ o0 LYNN EXTERIOR I EXTERIOR �j SUBSTRATE 114"MAX.SHIM 114"MAX.SHIM —►�I+— t-- ��r / 114"MAX.SHIM 58765 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB = e Gw WOOD INSTALLATION Hw WOOD INSTALLATION \Lwl METAL INSTALLATION RnWfa -. caro Ramwu omt:� ''. 87TE Of jl OF esrRener 1070TEONN0L00Y0ANE ANCHORAGE DETAILS 'O'� FtOR1V?'•'' �` N.VENICE}L 3427ff 1wc 1� SERIES 770 ALUM.SGD—LM IMPACT V—E, - Dam 570ti MI.- ® saiasxuac sere: ahoac ua.tnx� x"+: A.L71�h1tSMILLl:17�P.E. JR 10110114 CERT.OfAU7H.#28208 80x770 NT$ 12 -22 POT0130 P.E.#58705 NOTES*- IONS* LLATI LE A.SHEET LL DIMENS ON DETAILS EMBEDMENT:SEE TABLE A,SHEET I - EMBEDMFNT',SEE TAB ;-&RETE EDGE DISTANCE: EDGE DISTANCE SHOWN ARE BASED EDGE DISTANCE:SEE SEE TABLE A,SHEET 1 014 MIN,ALLOWED' q, TABLE O.C.IS ET I TABLE AsHr:ET1 CONCRETE SEE TABLE A,SHEET I CONCRETE 2.1119'* Or -VIAGONALD&SILL) 2-ille-, PER TABLE PER TABLE 2.1116` SHEET I 92il�RIQR A.SHEET i MAX. MIN V AI*'A SHIM OR V,(JAMS) Ts DETAILS,S"BLE A eE F, 0 MENT: f 1/4" EXTERIOR 1/4" EXTE 0 MAX.Ti� MAX ERLYsECURED SHIM <vj CRETE ANCANCHORTyp" : X SHIM CON k D SUSUCKETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYR, PROPERLY'SECURED SEE ANCHOR NOTES OR NOTE 3, �EIE CONCRSEE ANCHOR NOTES pI3 WOOD BUCK.TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP„SEE TABLE A,SHEET ,SHFETl TABLE A,SHEET I ANCHOR NOTE 3-SI EE1.1 8LF SHEET'l ANCHOR NOTE 3.SHEET I 2-TRACK FRAME HEAD CONCRETE ;TZl%lIONFRAME HEAD ON aCFTE INSTALLATION %NCRETE ANCHOR TYP., PROPERLY SECURED 1A CONCRETE ANCHOR TYP-, fOOD BUCK TYF,,See SEE ANCHOR NOTES& PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED V 140TES& 'A TABLE A,SHEET 17 WOOD BUCK TYP., SEE ANCHOR NOTES& WOOD BUCK TYP..SEE SEE ANCHOR ANCHOR%0TE 3,SHEET 1 lakANC ANC14OR NOTE 3,SHEET I TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET I TABLE A.SHEET I HOR SHEET SEEANCHOR SEE ANCHOR t1/4"MAX,) NOTE S, NOTE 5, SHEET i SHEET EXTERIOR l"MAX) (1/4"MAX.) 7 'Got4cm"m -E-MFE EXTEMOR <3 SHEET 1 EDGE DISTANCE 2,1/16. • A, SEE TA= CONCRETE EDGE DISTANCE, —CONCRETE EDGE DISTANCE' TABLE A SHEET PERTABLE SEE TABLE A,SHEET I PER TABLE SEE TABLE A,SHEET i EMBEDMENT.ViE TABLE A,SHE SHEET SEE TABLE A.SHEET E 2-TRACK Tl A,8 EMBEDILS E TABLE„A SILL EMBEDMENT:Sr F;RAMrz SILL A,SHEET I EMBED 4-T M r �, RACK FRAME �O 1.00WRETs imsTALL ION �LL co T_LL4 :T 19N Fa NCR EMBEDMENT:SEE TABLE A.SHEET I a EDGE DISTANCE7 Sop TABLE A. SHEET i EA • So _e ft W srze OE: PROPERLY SecURED, SECUREn LE A. TYP.. IX WOOD BUCK %NjFJ BUCK 7-yp ANCHOR NOTE 3. tt OR MOTESHEET I pgpntSCf Mow coo co SHEEi,1 as compt7 U A CONCJCPAU ANCHOR ANCypR TYP_.SEE ANCHOR iratianDau tFE 411_10� NOTES&TABLE A, 4 ANCjjoR TAME A SHEETI OR emu Z. PER TABLE CONCRE�TE A.SHEET A Jos 81*41 ­4 PIERTARLr= A_s"SEfj11” 1pr MAX SHIM 'Vq0Ad`!W kfp-JAMS 4 ITtACK FRAJ -3 .0,of _vl— -�--w- ai fr FL ftx .4WCH0RArwr nETAst r'r'FSSj�I�Mt 1s E» MC6- 01. SGD-LM IMPACT SERMS 7'7'QAC Lill - I&.ftwaAm - pGyrom 22 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1•ALL DIMENSIONS CONCRETE - - CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 PER TABLE TABLE A,SHEET 1 SHAWN ARE BASED A.SHEET 1 - 2-1116°` PER TABLE 2.1116"• PER TABLE __ 2_1/16°• ON MIN.ALLOWED. A,SHEET 1 A,SHEET 1 114° •DIAGONAL O.C.IS EXTERIOR + .:r.'y MAX. MIN 4":(HEAD&SILL) `L SHIM OR B" JAMB SEE EMBEDMENT: 114° EXTERIOR 114„ EXTERIOR DETAILS,SHEETS SEE TABLE A, MAX. MAX. &11. SHEETI SHIM SHIM a _ PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1 X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK.TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3�SHEE,�1ABLE A,.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 da 2-TRACK FRAME HEAD ��i A1rICF,RAM�i DUN 4-TRACK FRAME HEAD CONCRETE INSTALLATION 9oNCRFfiEiiNST}1LLTATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE-ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP„SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE-5,� 1(114"MAX.) SHEET 1� SHEET 1 r (114"MAX.)(114"MAX.) -- 1 - -= EXTERIOR - EXTERIOR EXTERIOR _ y a a { CONCRETE 2-111 2-1/16 ` 2-1116 ` PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET I PER TABLE SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDME ;SE TABLE•,H,.SHEE.1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3 TRACRAME SILL ®4-TRACK FRAME SILL Dc CONCRETE INSTALLATION e' CONCRETERNISTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE _I TABLE A,SHEET 1 , EDGE DISTANCE- EMBEDMENT;SEE ` ' SEE TABLE A, TABLE A,SHEET 1 �~I SHEETI EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE I SEE TABLE A, 1X WOOD BUCK TYP., ` TABLE A,SHEET 1 —�.; 1 SHEETI SEE ANCHOR NOTE 3, sawEDGE DISTANCE: SHEETI PROPERLYSECURED PROPERLYSECURED ,l SESHEET 1 E TABLE A, .+ 2-1/16"` CIRmwal) 1X WOOD 13UCKTYP., 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, L. SEE ANCHOR NOTE 3. CONCJCMU ANCHOR uitdu whhthe FtoNde SHEET 1 SHEET 1 TYP.,SEE ANCHOR ,,,,m . 2-1116"` NOTES&TABLE A, �tre-tiron/Date CONCJCMUANCHOR CONC./CMU ANCHOR `! 2-1116" SHEETI CONCRETE ►•— (r ��� NOT SEE ANCHOR TYP.,SEE ANCHOR OR CMU il"mi un p, NOTES 8 TABLE A, NOTES&TABLE A ,. PER TABLE �` SHEET 1 r_' CONCRETE EXTERIOR ��. Qt1I . EXTERIOR OR CMU EXTERIOR SHEET 1 CONCRETE 1}_ A,SHEET 1 ` a��'`•.���ENs�' _Cp R PER TABLE OR CMU V ;' 114'MAX-SHIM A SHEET 1 1/4"MAX.SHIM I. PER TABLE A.SHEET 1 U4"MAX,SHIM - (•- )C: No.59705 2-TRACK FRAME JAMB 3. 3-7�R 4t.'M J. 4 TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION Fico CCif ICfitEtTiECI$lUIlN3:TALL ATION Ic CONCRETE/CMU INSTALLAT[ON =-'il '• (/3 c!I�.s tL(/ Rftsdrr. D.rx f0707ECHAfOLOOYDRNE ANCHORAGE DETAILS '�'�� FCORIoa•',��`; N.VENICE,FL SOY75 Rik SERIES'770 ALUM, SGD-LM IMPACT waJ ey: oIO n»� ® s•.� a'""+'^" A.LYNN MILLER P.E. JR 10/!0/14 CERI:OFAUTH,/128286 Sp0.770 NTS i9 d 22 PGT0130 P.E,058705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED, INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR INFILTRATION ILLUSTRATIVE WOOD ANCHOR TYP., ANCHOR CMU PURPOSES ONLY.SEE C C� :. s.. SEE ANCHOR NOTES ANCHOR TYP.,SEE EMBEDMENT`. —=— &TABLE A,SHEET 1 28 ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, -- (ALSO SEE TYP, + _ TABLE A,SHEET 1 ALL APPROVED — SHEET 1 _ _ 28 ILLUSTRATION,SHEET 9) SUBSTRATES. j 1-114"MIN,EDGE DISTANCE 0 DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3. TABLE A,SHEET 1 EMBEDMENT: SHEETS 6.8 FOR 26 SEE TABLE A, j ='•` "". `';,rr•'` `" P-HOOK MOUNTING REQUIRED P-HOOK Gr Kz EXTERIOR SHEET 1 : ,;,.'c,.';';; :;, . .' ADAPTER CONC.ICMU AND.P-HOOK PHOOK WOOD ANCHOR TYP., L o ANCHOR TYP.,SEE ' - MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK ":. . LK ==-- r - :> ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE EMBEDMENT:SEE y--► A,SHEET 1 ON SHEET 9. EDGE ILLUSTRATION,SHEET 9) MIN' A,SHEET 1 TABLE A,SHEET 1 (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS I" PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK:MOUNTING EMBEDMENT:SEE ADAPTER CONC./CMU /CMU NOTE 4,SHEET 1; EMBEDMENT:SEE CONCRETE OR TABLE A,SHEET 1 ANCHOR TYP-.,SEE ADAPTER SMS MIN.OF 3 THREADS TABLE A,SHEET 1 � CMU PER TA@LE. ANCHOR TYP.,SEE A,SHEEl11 - ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES `` "' A,SHEET 1 SUBSTRATE 20 &TABLE A,SHEET 1 ?:•.r_:1•>' r.; r;?;',';fit (ALSO SEE TYP. (ALSO SEE TYP. EMBEDMENT: e: ;, ILLUSTRATION,SHEET 9) ILLUSTRATION, SEE TABLE A SHEET 1 2a EMBEDMENT: � SHEET9) : :�, SEE TA13LE A, EDGE DISTANCE:SEE SHEET 1 ABLE A,SHEET 1 — Y 1-1l4"MIN.EDGE DISTANCE 30 30 P-HOOK SMS ANCHOR TYP„ EXTERIOR P-HOOK CONC./CMU EXTERIOR 5EEANCHQRNOTES ANCHOR TYP.,SEE 1L osocmptymswlr��erPam �tojtds 8 TABLE A,SHEET 1 ANCHOR NOTES&TABLE V 8ljJl�s� (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 AzcW4mcc No _D 2DGE DIS ILLUSTRATION,SHEET 9) f EDGE DISTANCE ALSO SEE TYP, ( EDGE DISTANCE ILLUSTRATION,SHEET 9) n.�c„„�na��a�rtcnQa�Inyl<< P•HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS +. \4KwJ PARTS#19,#21,#23 08#25, Kc PARTS#19,#21,#23 OR#25, ���\Q,ON� METAL INSTALLATION EXTERIOR EXTERIOR S ;''or'ENSE CONCRETE INSTALLATION (SEE TABLES 9A,2A&3A MOUNT (SEE�TABLES1A,2A&3A oNLYT = k; No ,8705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) 115 unx 1t Uk,a fOTOTECflNOLOOYDlWE AMCHORAGEOETAILS %� S nTEOF ;•t = M VENICE,FL MUS �smrl aeateoo SERIES 770 ALUM.SGD-LM IMPACT '� SS,U N 1�i "ner• car Dowswkokft S.W. � V—ftm. A. A.LYNN MILLER,P.E. JR 10110114 Mr..OFAUTH."20 ® SGD•770 NTS 14 d 22 POT0130 REA55705 CONFIG. EXAMPLES MAX UNIT WIDTH 'MAX,UNIT WIDTH MAX, NOM.PANEL WIDTH HEADER DETAIL W, DLO_ TYP.PER TABLES 1-3 SHEET 18;INSTALLATION WIDTH DETAILS AW;&'Ac!, I "a SHEETS 12&13 EXTERIOR go' PANEL PANEL go PANEL TYPE TYPE PANEL CORNER DETAIVNZ, TYPE IQS. 'As. TYPE &CORNER PAwK' ANCHORAGE SHEET 11 MAX. MAX. NOM. 1 SHEET" NEL MAX- HEIGHTUNIT INTERLOCK DETAIL PANEL WIDTHTYP. DLO PER 'M',SHEET 10 HEIGHT HEIGHT TABLES SEE PER EXTERIOR INTERIOR —NOTE 2 TABLES 1-3 1-3 ,mo JAMB DETAIL'GY,SHEET 1�3 X X — X x 18;INSTALLATION DETAILS L 'GW& Gd,SHEETS 12&13 SILL DETAIL'D',SHEET 187 go* ,. INSTALLATION DETAILS EXAMPLE: 900 INSIDE CORNER, PANELS-XX/XX'Dw'&'De,SHEETS 12 13 .4 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.888" #110X1-112" 118X1" PH SMS PH SMS MODUCTRENHWW 19PIYi^8 wl usc Flail& PANEL CORNER luild FRAME CORNER I beace M . DETAIL Z�x u DETAIL 7, m NOTES: diorni DadF V(d 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE,SEE DPIANCHOR TABLES,SHEETS 6.8 FOR MAX. PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL, N0.58705 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. ft,ww. aw E GE MMIF 10767ECRAFMOGY0RAfE DETAILS 1EXAMPLE ELEVATION N.VONCE,FL 34275 ......... 'f� S� wmw- m� (M)48P-lewo SERIES 770 ALUM. SQD-LM IMPACT ONAI, omm*. aia�uy Dow jur S&k~ -'&* _t --- 'ft"V"�_ 11611 1 oll, JR 101101M CERT OFAUMOM6 800-770 J&NTS 1&'15 d 22 A.LYNN MILLER,P.E� PGTO130 P.R.#68705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 V,SHEET 19 OPERABLE JAMB DETAIL-133%SHEET 18; 'INSTALLATION DETAILS'Gw'&'Ge,SHEETS 12&13 WED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL W,SHEET 18; MAX.LJAMB DETAIL'G9%SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', WIDTH 18;INSTALLATION DETAILS DETAILS'Gw'&'Ge, L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 SHEETS 112&13 TYP w•&'Gd,SHEETS 12&13 SHEETS 12&13 g0° i EXTE OR INTERIOR PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE PANEL PANEL TYPE INTERLOCK DETAIL 'R' 'L' 'D' 'A' TYPE TYPE M',SHEET 18 MAX. N 'CS' 'QS K MAX. 90°OUTSIDE CORNER / NOM. / / UNIT / UNIT PANEL HEIGHT SILL DETAIL NOM. HEIGHT DETAIL'N1',SHEET 19& MAX WIDTH TYP. / / PER D•,SHEET / PANEL / / PER CORNERANCHORAGE PER SEE TABLES 18 MAX• WIDTH TYP. SEE TABLES SHEET 11 DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 13 INTERIOR HEIGHT SHEET 15 DETAILS HEIGHT TABLES 13 SHEET 15 <3 U 'DW&'DC', EXTERIORO �}( x SHEETS 12 NOM.PANEL b aWIDTH TYP. &13 X X X X -.- PER TAB ES SEE.FRAME& MAX.UNIT WIDTH SILL OETA L`D',SHEET 18;—� I MAX.UNIT WIDTH 1-3 PANEL CORNER MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXxx INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'D%V&'Dc,SHEETS 12&13 EXAMPLE: 90°OUTSIDE CORNER-XXIXX(2-TRACK) JAMB DETAIL'11%SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IW& ,1 L2,SHEET 1g� '1 INTERLOCK DETAIL IV,SHEET 19 le,SHEETS 12&13-\u �HEADERDETAIL , JAMB DETAIL'H2,SHEET P-HOOK.DETAIL'J'&'K',SHEET. 'B',SHEET 18; .�' 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jv I INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C.',SHEET Hw&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 DETAILS BW&'Bc', DETAILS'iw'&'Id.SHEETS 12&1318;INSTALLATION DETAILS SHEETS 12&13 'Cw'&'Cc',SHEETS 12&13 — MAX.UNIT WIDTH r MAX.UNIT WIDTH PANEL PANEL PANEL PANEL I` PANEL PANEL PANEL PANEL FTYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE .R' ILI ,M, ,F' I 'M' Ip 'f' ,P, t MAX. MAX.UNIT NOM. ' i NOM. UNIT R0DUCrR6 HEIGHT / / PANEL / i // PANEL A HEIGHT offinpfyi,*with cheFlorida PER WIDTH TYP. °� t / I WIDTH TYP. / PER uitdingCo / I tense Mu �. TABLES MAX. PER ��" t MAX. PER TABLES `�►'- SEE I SEE Exp lion a 13 DLO TABLES 1-3 a DLO TABLES 1-3 1-3 NOTE 2, � I .OTE 2, �tic HEIGHT SHEET 15 SHEET 15 HEIGHT � - �1 Wiumi Dade prt �tlCfo J mtiYNbiq k - OX X' X i X X O \�hrQ.•�;CGNSf '(FP t EXAMPLE:OXXXp SILL DETAIL'£',SHEET 18;� EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; J ' tJc.G8705 �� (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS _ £, �� Ew'&'Ed,SHEETS 12&13 FYI&'Fc;SHEETS 12&13 ,u'. �1 1c'S 5 �U ��''. STATE 1` WiNw. Mrs. 107? c1rHOLOGYDRIVE EXAMPLE ELEVATIONS ;�� ..Fc0RQI`--' G R f�vtc�Frtsre SERIES 770 ALUM.SGD—LM IMPACT �� IDN AS1C ` (8d1}480•f000 y„,,,,} emm: sru °„'rre^'°. R'•. A.LYNN�IaA,\P,.E. SJR 10/10/14 nem CERT.OFAUTMA70M SGP-770 NT•S 16 d 22 PGTO130 RE958785 P PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCKBOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 135 RECEIVER 136 RECEIVER TYPES OUT IN STILE W/HANDLE BOX OUT BOX IN W/HANDLE Wt HANDLE W/HANDLE Wl HANDLE W1 HANDLE W!HANDL#'8 90 RECEI#VERB W!HANDLE W!HANDLL36 L'� 0120 #1791 1F118 mf INTERLOCK NS1 #81 k8i— SINGLE � , F PP K L TR TQ TC TA TV Tw OUTSINGLE CA (80x007) INTERLOCK S E P A C C I C SQ V cj sin 4.7 V tJ V Y � IN muour wx" SFIXED TILE RR R S -S FD FC FV FW STILE .) (aoxavn (eoxrxl LOCKSTILE �{� f■ / WlHANDLE D �uj � �+ / y Dim iwxt&9 W ASTRAG AL d- BOXOU L- -R / PANEL NOTES: Wl (eoxoo0 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGAL [Jfej SIZES.&DESIGN PRESSURE. JBOX IN I Y LEFT '1�'I.1.!-MWCIR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF W!HANDLE (aoxpp PANEL PANEL ARE NOT REQUIRED FORANY CONFIGURATIONS F- ASTRAGAL / T U STILE Il ExTER1OR STILE AND ARE NOT AVAILABLE. Box ourFar 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES (soxoun (aoxour! PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61},CORNER RECEIVER(#118)AND EITHER W ASTRAGAL [] T ,L+I EXTERIOR(#119)OR INTERIOR(#120)CORNER Box IN mss= APPLICABLE STILtIASTRAGAL REQUIREMENTS. ASTRAGALS. J moxne (wx" 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER RT CI N NT CORNER — (#61)AND CORNER ADDON(#31). —1 W/HANDLE#720 Lu EXT CORNER SILL RISERS OPTIONS r'- 232' Zgo QT QS / .23r Q WlHANDLEILE 232' EXTERIOR #11B 7 EXTERIOR .082' a EXT CORNE *01, wT ^A EXT R 232' EXTERIOR 082' 4.055' 90 RECEIVERIv' fvvyWIHANDLE <1 2.555• 3.3105' INT CORNER#81 AT AS DF � - 1..b87. 11 �L� 1 �� ; 90 RECEIVER 082' Illi-U- _j _li WlHANOLE 16 EXT CORNER #T18 8 SILL RISEF FLAT' SILL RISER,FLAT SILL RISER,FLAT SILL RISER.FLAT 90T �j t' CF ��FLUSH,1-112" 20 LOW,2-1f2" 22 MEDIUM.3-1 J4" 24 HIGH,4" 01 EXT CORNER-`031 -+. +- .750' �1 1'— .750'PRODUCT wmPIyl��dltkKfIo[IlA 135RECEIVERVT VS VF EXTERIOR OuiVtan odo W/HANDLE #gl .760' EXTERIOR. .08Y Aoxptunca No INT CORNER 7 EXTERIOR EXTERIOR OB2" a B }n(ronDale a..E� 35 RECEIVER W T WS tj/{T F a 90B' 087• A:055" W/HANDLE 1 ry p +— ,082' UlH 565' p 3 3�• Miwnt)v!e Yn C�i� IL.JL 1.567' ._JLJ `�. �i LYNN Af/ZF-IF ���'��� . SILL RISER.SOXI' SILL RISER,BOX SILL RISER BOX SILL RISER,BOX Q`�• ri� 18 _FLUSH,1-112 27 LOW,2-112" 23 MEDIUM,3-114" 26 HIGH.4" NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 l.S Y 2 4J� f0707ECNNOLooYORNE PANEL TYPES ©.r'••.•FcoR�G .•' C9;` N.VF.MCE,FL 34276 rax i 0.w (slrWao-reoo SERIES 770 ALUM. SGO -LM IMPACT /�'1,S,SI0��N��A� L _ sakswd.t awk sriesr Owntiplh ww. A.LYNN MiLla,P.E. JR 10/1014 CERi.OFAUTH.A'2BT8B' SOD•T70 NTS 1 17 a 22 PGT0130 P.E.N5B705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH 60 0R 81 105 LOCK PART 17 IrKMIDSPAN FULL F JALENGTH 14 75&107-110 5 G3 60 OR 61 5 - G1 60 OR 01 2-TRACK JAMB 18 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 619°LONG CLIP#105WITH FOR FIXED W1 RETAINER 0108 OPERABLE PANEL CLIP LOCKPAR�`� (SHOWN WITH PANEL) 60 75&107-110 FIXED PANEL TO LOpCK PART SEE DETAIL G2 5 THE INTERIOR) EXTERIOR 103 113 7b&107-11 1103 FOR FIXED 5 iO3 60 OR 61 EXTERIOR PANEL CLIP 14 16 5 '�41 112 1g 117 #110 x 314• 123 FULL LENGTH \J 40 . G4 60 OR 61 TI,EXTERIOR SMS X3 OF JAMB 2-TRACKJAMB 2-TRACK JAMB EXTERIOR EXTERIOR R,EXTERIOR l/ CLIP#80 OR#105 51 52 W!SCREEN vv r �r_ W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4 TRACK JAMB 6"LCoONG I� JJ (SHOWN WITH (SHOWN WITH a(SHOWN WITH ®(SHOWN WfTH (SHOWN WITH MIDSPAN FIXED PANEL TO H1 OPERABLE PANEL) H2 FIXED PANEL TO 11 FIXED PANEL TO 12 OPERABLE PANEL) I--1 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) ,FLEXTERIOR 2 112 1 3 4 45 5 113 5 113 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 aLIN SHOWNh2-TRACK W/S.SCREEN FRAME HEADCREEN ® 3-TRACK j6E-1\4�TRACK MAX.UNIT OPTB FRAME HEAD WFRAMEHEAD HEIGHT PER TRACK TABLESI3 53 69 69 69 EXTERIOR EXTERIOR 52 51 72 OR 73 72 OR 73 72 OR 73 RO[SUCf LtEN1iW8O da 46 11 as wmplyb,gwld,lha Plorl 113 9 10 8idtdinyCodo Q pcceplenceTto ` GV•r 48 47 11 0 6 11 E! EXTERIOR 112 5 113 113 5 5 p4inmrOv1eP kgRCVrI�P I.YPlN 2-TRACK W=REEN 3 TRACK 4-TRACK �t���,.'`�CENSfi •.rj� FRAME SILL FRAME SILL FRAME SILL 7i IJo.50705 Sc ITEM 81 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES - ! 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. R woes oex R.w a, cac ��'. S!ATG Of S�� 1010TECHNOLOOYDRIV6 VERTICAL SECTION DETAILS �.�� • FCORION.., c� oY% M RnNbry. N.VENICE.FL 34775 rew iii l�s"• ...'••[e ��� gym: SERIES 770 ALUM.SGD-LM IMPACT �taa1}4so 15oo smmxweee s"- srwt o..syna Rye II I I " A.LYNN MrLt��t,P.E. JR 10110114 (FRT.OFAU7H.a2sTe5 soo llv NTS i8 -(22 PGT0130 P E.q setas ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 81 113 118 *ill , 28 30 11 113 27 83 103 62 111 63 80 OR 81 60 OR 61 28 6514 :M� 120 05 EXTERIOR 111 92 90` EXTERIOR VV EXTERIOR �T EXTERIOR P-HOOK FOR FLAT SILLS E, P-HOOK FOR BOX SILLS (� INTERIOR (EXT.OR INT.MOUNT) e EXT.MOUNT ONLY `r 90' LOCK PART LOCK PART LACK PART 80 OR 81 76 8107-110 75 81D7-11 61 7b 8107-11 5 �INTERLOCK M 14 113 60 "EXTERIOR B1 118 C EXTERJOR 113 67 113 103 119 UTERSTANDARD ASTRAGAL# 7 !°R X17 90-INSIDE L1 WITH STANDARD STILESB 0 WITH HEAVY-DUTY STILES t161 N1 T TRACK HOWN AVY-DUTY ASTRAGAL#68 ��90'OUTSIDE CORNER N2 2-TRACK SHOWN ER 'ITEM SH (HEAVY-DUTY STILE)SHOWN,ITEM#BO EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR F/,�LN�RIOR 4 INTERIOR 6 135° 5 L` f 11 o5oompIv- wjjh%eCFOlorida 7 135' S.uitNOa Cada 14 6 B1 32 AceeyLmrce No A- 103 Expi iontJuto 81 EXTERICR 32 11 S 61 Miami(?nAe raducr faniroll OCKPART 31 103 61 EXTERIOR 7 7681D7-110 14, 135°INSIDE CORNER 02 2-TRACK SHOWN ��..'��GENs� ' • i< da 135°OUTSIDE CORNER No.50705 _ 01' 2 TRACK SHOWN _ erAdE- 09a RrAJanK 3 • U� 1070 TECHNOLOGY DANE HORIZONTAL SECTION DETAILS CORNERS 0•'•. ^�'°� ••'`,�'u } K.MICE,FL 34276 mx r {ea1}aeals0o SERIES 770 ALUM.SGD-LM IMPACT /ON�L�C``� adcuswiat SoYic snae aragru Rn: A.LVrB9 SJR ,o,at4 cE�tT.oEAum.dseaeo sGD77o NTS 19 22 PGTU130 RE 0105 Item POT PGT# Description Item PGT POT# Description NOTES:. Dw ,# Ow .# 1)ALL ALUMINUM=6063-T6 1 17306 617306 2-TRACK HEAD QUANEX/TRUSEAL DURASEAL SPACER(COMPOSITE 2 17303 817303 2-TRACK HEAD WITH SCREEN RAL 58 SEALANTI IESSKANT) 2)ITEMS.#33-39,57-59,66,78,84-99, 3 17309_ _617309 3-TRACK HEAD (0 17325 017325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 61 17320 617326 PANEL STILE QIEAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 02 17327 617327 NTERLOCKADAPTOR 8 17311 T 817317 FRAME HEADA AMB'ADD-ON 63 1225 OTP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 3)USE OF 912 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD MIN.#10 SINS OR 3/18"MASONRY 6 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 6173281 INTERLOCK SCREW COVER ANCHORS @ 24-MAX.O.C. 9 17307 617307 3-TRACK SILL (17 17329 617329 ASTRAGAL 10 17310 B17310 4-TRACK SILL 08 17339 611339 HEAVY DITTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 69 17324 817324 TOP S,BOTTOM RAIL 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17316 617316 FRAME SILL SCREEN ENDADD•ON(SEE NOTE 3) 71 1695 71095 1-112"X1"X314"HIDH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL ROLLER ASSY- 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY. Is- 17308 617308 3-TRACK JAMB 74 SILICONE_ DOW-899,DOW-995 OR GE-7700 17 17311 617311 4 TRACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE IS 17822 817322 SILL RISER-FLAT,FLUSH,1-111 78 _ _ 71032XiFPFX 910.32 X I'FL.SS SCREW W/TYPE"F"TIP 19 17319 617319 SILL RISER-BOX,FLUSH,1-1/2' 77 7103239 10-32 STEEL ZINC U.NUT 20 17321 017321 SILL RISER-FLAT,LOW,210 79 17357 017357 1'IG BEAD 21 17318 817318 SILL RISER-BOX,LOW,2-112' W 17359 617359 7/16"DEAD FIXED PANEL CLP 22 17355 617355 SILL RISER-FLAT,MEDIUM,31/4" 81 17300 61[7360 9118"BEAD 23 17354 817354 SILL RISER-BOY,M£DI<JM,3.114" T 02 1224 8TP247K VINYL BULB WEATHERSTRIP 24 17323 017323 SILL RISER-FLAT,111011,4" 03 61745 1745 LOWE INC,1/2'X 1110'SGL SIDE ADH.TAPE,POLYETH- 25 17320 617320 SILL RISER-BOX HIGH,4- 100 8052 48052 ROLLER ADI HOLE PLUG 26 17333 617333 POCKET P•100K 101 72087 JAMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1896 71696 DUST PLUG 28. 17334 617334 POCKET P•HOOK MOUNT 103 8188 78188X: V KEEPER 29 17335 817335 P-NOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER. 30 17348 817348 POCKET P-HOOK FOR BOXRtSER 105 17344 617M4' FIXED PANEL CLIP-S'LONG 31 1737.8 817378 135 CORNER I06 17352 617352, FIXED PANEL RETAINER-911V 32 17376 817370 135 FIXED MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN ITEMS 40-63 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 40 4319 012258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78162SN HANDLE KIT-.RECESSEONTERIOR WITH THUMB TURN 41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 1 1710)C34PPSOAX 910 X314'PH.PN.TEK-S.S_ 43 8152 88152 SCREEN INTERLOCK ADAPTER 112 1235 671316 ' WSTP,.270X.170-FINSEAL 44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 84000 ' .187"X.23D"F14SEAL 45 4317 012256 SCREEN TOP RAIL 114 719XI15PPX 910 X 1.112" 46 4316 012257 SCREEN BOTTOM RAIL 115 710XPPT, #IO X 1' 47 688 7SRAZ STANDARDROLLER 116 720XIX #14-20X1'6.8, PRODUCTRENRWIT13 48 608 7SRAX STANDARD ROLLER-ST.STL 117 72OX112X #14-20X1-U2.3:S. waoomplybWwith i1wF rids Bnildinacoft �- 49 4344 04344 SCREEN ASTRAGAL Et2 17336 617330 90 DEGREE CORNER RECEIVER Ac"ptonce No 60 11348 817349 OXA SCREEN ASTRAGAL ADAPTER 17337 617337 90 DEQRE£OUTSDE'CORNER ASTRAGAL N51 1092 61692 SCREEN SPLINE-•165'- 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL52 1694 81894 SCREEN SPLINE-.150' 17352 617352 F04@D PANEL RETAINER,71W MI Dac FpQWI 110 53 61816C20 SCREEN CLOTH \"1110 .4 10 54 1725 1/2"X4'X mrSET,BLOCK,NEOPRENE 85+/S ��,.'y10ENSE 55 1728 1'X4"X1116-SET.BLOCK,NEOPRENE 85+1.6 NOTES; - No.5aros 1)ALL ALUMINUM.=6083-78 2)ITEMS#33-39,67-69,66,78,04-99,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. •, O� ) �� w fifad0r. cam nnawre ons�eom ST TE OP .4l 1070TECHNOLOGY016W PARTS LIST •,,�tOR10?. K.VEMCL;FL 34216 rsir �i� S' ....,. \�i feafeoo SERIES 770 ALUM.SGD-LM IMPACT ''I S'0NAt °'�'� �"�` — H. R"" A.LYNW MILLER,P.E- JR 1Nf0/f4 nntx CERI:OFA UTH.Anp2A9 SOD-170 NTS 20 ✓22 P(3T0130 P.E.458705 5.069" 8.562" 1.36" 0.080" -'-( 1.38" -�- 1.211" 1.505" I- -in �L �L_�L Ll 0.081" " 0.062" -+ 1.019" 0.081" 0.081 02-TRACK HEAD t0 4-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 4U STILE 6.198" (6063-T6 AL) 6.198" 6.526" 5.069" 0.080"A+ 1 _ +- 1.045" 1" 1.505" rl 1.993" 0.062" D.081" �2-TRACK HEAD W1 SCREEN TRACK 03-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 (6063-T6 AL) TOP RAIL 7.105" 2-TRACK JAMB WI (6063-T6 AL) 8,221" 1s SCREEN TRACK O.osd" (6063-T6 AL) 1.36" _ •--�1 � 0.675" 1.211" 1.505" •r--1 � 1,993" 0.001" 3O3-TRACK HEAD eU2-TRACK SILLW/SCREEN TRACK t ~ 0.062" (6063-T6 AL) (6063-T6 AL) 0.081" SCREEN 40 BOTTOM RAIL 9.142" (6063-T6 AL) 4.49" 0.081" 0.060" FUT T 1.211" L 1.505" 7.105" 9.141" 0.081" Oa 4-TRACK HEAD �7 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) -►� 1.514" 1 �I� 0.060" R0DUUl'pM4BW6D 0.062" L complying wtfh iho ywida uildingCcide .0 . 0.532" 0.760' Awcpla6ee No 1.260" WJp' 1oaD (a?.G�'� 1.990" -f (By- u,s 1- Miami Dad*N Ao FRAMEHEAO/JAMBSCREEN FRAME SILL SCREEN FRAME SILL SCREEN 11 `"��� LYNN 7<//,if i O ADD-ON 12 ADD-ON 13 END-ADD-ON i6'3 TRACK JAMB O.y•• ...... (6063-T6 AL) (6063 76 AL) (8063-T6 AL) O{6083-T6 AL) ��•:'��G[N&$ REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS r ; OR 3116"MASONRY OR 3110"MASONRY 17 4-TRACK JAMB - 140,68705 SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (8063-T6 AL) ROMone.• a 10r0/ECHHOLOOYORNE EXTRUSIONS �=jn SATE OP T FCoRIOh.•'(jam;. N.VENICE,FL S4z76 mar �`SS . SERIES 770ALUM.SGO-LM IMPACT I//pNpti s"r"xsr sao- arw� n.nrronrx ner A.LY�11dMILr.WOP.E. _JR 10/,0/14 �� CERr.OFAUrhazszaa. ® soAno NTS ?1 a 22 AQTOf30 P,E.p58705