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HomeMy WebLinkAboutProduct Approval t. Nibrida Building Code Online Page 1 of 3 t IF 71- Mm <r z x b v a � t-!C(Fda t epp,,entn BCIS Home Log In User Registration Hot Topics Submit Surcharge j Stats&Facts Publications j FBC Staff ? BCIS Site Map i Links i Search Banes(1TY�y/% , Professional LU ER:PublProic ic User Bl Regulation Product Approval Menu>Product nr Application Search>Application I.Kt>Application Detail �rn a 4 "'' FL# 4 » PO S MILLIZApplication Type evlsi Code Version Application Status pproved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer T Address/Phone/Email ethnology Drive Nokomis,FL 34275 (941)486-0100 Ext 22318 druark@pgtindu stries.com Authorized Signature ]ens 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 Subcategory assemblies 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 03/31/2015 Date Validated 04/07/2015 Date Pending FBC Approval Date Approved 04/11/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm.., 6/15/2015 FTorija Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 251.1 JSGD-470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R?4 C CAC 11-7,Q;1( 70,�.,irlf 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 FL-251. R24 II 11-1018.20.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-570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R24 C CAC 13-1.125.05.0f Approved for use outside HVHZ:Yes FL251 R24 C CAC 14082011 PV(-,.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 04/14/2016 Other:Please see Miami-Dade County Notice of Acceptance(NOA)for Installation Instructions product performance information,anchorage details,and anchor type, FL251 R24 II 13-i125..Q_. f size,and spacing information. Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 JSGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251_R74_ CAf 14-0123.51.,,pdf 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 R.Z4 11 1.4-0/23_11-p.11 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-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FI-251 R24 C CAC 15-0106.07 FIP.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 I Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R24 II :1.5-0106.07 HP.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 ISGD-680(Non-Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R24 C CAC 14012309.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 FL751 R24 Il 14012309.od` 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 WinGuard Aluminum Sliding Glass Door I Limits of Use Certification Agency Certificate Approved for use in HVHZ FL251 R24 C CAC 14-0128.11 Door.odf Approved for use utside - Quality Assurance Contract Expiration Date Impact Resistant - 02/17/2020 Design Pressure: Installation Instructions Other:Please see i-Dade County Notice of Acceptance(NOA)for _V f product performance information,anchorage details,and anchor type, ER v size,and spacing Information. WFUN by:ndependent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 jSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R24 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 R24 II 15-0106.08 HP LM.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: 251.8 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R24 C CAC 15-0106.09 HP SM.ndf 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 R24 II 15-0106.09 HP 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: 251.9 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R24 C CAC 12-0516.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 6/15/2015 ElorWla Building Code Online Page 3 of 3 I Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R24 II 12-0516.04.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: I 251.10 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R24 C CAC 12-0726.03 DR.Ddf 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 R24 II 12-0726.03 DR.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: 251.11 SGD-2770(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R24 C CAC 13-1125.05.adf Approved for use outside HVHZ:Yes FL251 R24 C CAC 14082011 PVC.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 04/14/2016 Other:Please see Miami-Dade County Notice of Acceptance(NOA)for Installation Instructions product performance information,anchorage details,and anchor type, FL251 R24 II 13-1125.05.Ddf size,and spacing Information. Verified By:Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R24 C CAC 12111403.Ddf 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 R24 II 12111403.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-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R24 C CAC 12111404.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 R24 II 12111404.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: Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Conyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they 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: a5lCtlrlt'AIE.'F'1FtC'S' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsEt2PTand5bm... 6/15/2015 .s l_,:.. _- -- &HANXtI DAME COUNTY,FLORIDA 1 RODUCT CON R.OL SECTION DEPARTMENT OF REGULATORY APIA ECONOMIC RESOURCES(RER) 11805 SW26 Street,Room 208 BOARD AND COPE AD14MFISTRATION DMSTON T(7860 315-2590 P(786).315-2599 NOTICE OF ACCEPTANCE (NOA)_ _ iv%v.mi,kmtdade.gayleconomy PGT Industries,Inc. 107.0 Tecimology Drive, Nolwntis,Fl.34275 'SCOPE: This NOA is being issued under the applicable niles and regulations governing the use of construction materials. The documentation submitted.has been reviewed and accepted by Miatni--Dade County RER- Product Control Section to be used in IAiami-Dade County and.other areas where allowed by the Authority Having Jurisdiction(AHS). This NOA. shall-not be valid after the expiration date stated below_ The Miami-Dade County Product Control Section(In Miami-Dade County)andl or.the AIU(in areas other than Miami Dade County)reserve the right to have this product or-material tested for duality 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 AHd may initnediately revoke, modify, or suspend the use.of such product or material Nvithin 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 fidils 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,.irtcluding the High Velocity'Hurricane Z.otie. DESCWTION: Series MEMMA11 r APPROVAL DOCUMENT: Drawing No. PGT0130 (former PGT0002 Rev C),titled "Series 770 Alun. SGD-LM.ItnpaW!, sheets 01 through 22 of 22, prepared'by-manufacturer, dated 08/05/07 with the latest revised.on 01130/15, signed-nttd,sealed-by Lytut.Mifler, P. K., bearing the Mbwii:Dade County Product Control Section R.cnewal starnp with the Notice of Acceptance nurnber'and Expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT I2AT Int LABELING: Erich.unit shall bear a perinartent label with the.manufacturer's name or logo, city, state, series, and following statement: "Miatni--Dade County Product Control Approved", unless other%vise noted herein. RI.WSION of this MOA shall be considered after a.renewal application has been filed and.there has been no change it1 the applicable building code negatively affecting the performance ofthis-product. TI;RII+LINATI;ON of this NOA Will occur after the expiration date or if there has been a revision or change in the materials,use,and/-or mattuf-deture of the product or process.Misuse of this NOA as an endorsement of any prodgct,for sales,advertising or..any-other purposes shall automatically terminate this NOA. Failure to Comply with any-section of this NOA shali'be cane for minination and ivntoval ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, b.lorida, -and followed by llre expiration.date,may be displayed in advertising literature.If any portion of the NOA-is displayed,then it shalf he done in its entirety. LNSPECTiON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and-shall be available for inspection at the job site at the request of the BAilding Official. This NOA revises and renews NOA No. 144123.10 and consists-of these pages 1 and 2, and evidence - pages E-1.,E--2 and.)J---3,as veli as approval clocutuent tiientioned above. ' The submitted documentation was reviewed"by Jaime D.Gascon, =1AM1..,,U:NTY) NOA Nn..14-0128.1! ✓/; nary I AI.Lulz) Page 1 PGT Industries,Inc. NOTICE 0YACCEPTANCE: EVIDENCE SUBMUTE D A. BRANVINGS L Manufacturer's die drawings and''-sections. (Submilted unrleiprapioas-XOA N634-0123.10) 2. Drawing No. PGT0I.30, titled "Series 770 Alum. SOD — LM Impace's sheets 01 tbrough22 of 22,prepared-by manufacturer, dated 08/05/07 with die-latest revised on 0113 0115, signed and sealed by Lytin.lvfiller,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 lnipact 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'TAS 20294 along with marked—up drawiligs and installation diagram of aluminum Sliding Glass Doors,,prepared byFenestrationTesting Laboratory,Inc.,Test Report No.FTL-7554, dated 11/01/13, signed and scaled by Marlin D;'Bxinson,P.E. (Submitted under prevlous NOA No. 14-0.12110) 2. Test repoLts on: 1).Air Infiltration Test,per FBC,TAS 202-94 2)Unifonm Static Air Pressure Te FBC,'Test,Leading per TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large.Missile Inipact'rest per FBC, AS 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 -aliminum Sliding Glass Doors,-prepared byYenestratlon.Testing Laboratory,Inc..)Test Reports No.'s Y.FL-5990R,.FTI.—6001—R and FTL-6015--�R have been revised and reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Stibinittedtintlet-previous NOA No. 09-0826.10) Jaime A Gascon,1.E. Product Control Section Supervisor NOA No.14-0128.11 Expiration Date: February i7,2020 Approval Date. February 12,2015 PGT industries.Inc. NOTICE, OF ACCEPTANCE- EVIDENCE,SUBMUffED B. TESTS(cONflNVED) 3. Test reports on: 1) Air Infiltration Test,.per F BC,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 inarked—up drawings and installation diagram. of ahiminum Sliding Glass Doors, prepared.by Fenestration Testing Laboratory, Inc., Test Repoits No.'s FTS,-5980,FT1,5993,1g1,6036, FTL--6001, FT"01.4, FT"015,I+T"017, FTI,-6023, FTU-6024, FTL -6025, FT1, 028,. I'T:L-6031, F'1'[.r-G033 and FTLr-6036,all dated 08/10/09,sighed and sealed by Julio Gonzales,P.E. (Submitted anderpre Plans NDA.No. 09-0826.1 d) C. CALCULATIONS 1. Anchor verification calculations and structural. analysis, confbj7nance to and cornplying Nvith FBC 2010 mid with F.B.0 S'h Edition (2014), prepared by manufacturer, dated 0113011 5,signed and sealed by Lynn Miller,P.E. 2. Glazing complies with i STM E1300-09 D. QUALITY ASSURANCE 1. Miami--Bade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIk'NCATIONS 1. Notice of.Aeceptftnce No.13-0129.27,issued to EI DuPont DeNemours&CQ.,Inc. for their°'DuPont Butaeite®PVB Interlayer"dated 04/11/13,expiring on 12111116. 2. Notice of Acceptance No. 11-0624.02 issued to ET.DuPont'DeNemours Sr Co.,Inc. for their"DuPont SeutryGlas@ Interlayer"dated 08/25/11,expiring on 01/14117. F. grATETME NTS 1. Statement letter of confo1nnance to and complying with FBC 5`h E,'dition (201:4),issued by manufacture, dated.12117114,signed and sealed by Lynn Miller,P.E. 2. Statement letter of cohfomiance and complying with FRC 2010, issued by manufacture,_dated 01/24/14,signed acid sealed by Lynn Miller,P.E. (Submitted underprevions NOA No. 14-0123.10) 3. Statement letter of no financial interest,issued by manufacture, dated 01/24/14, signed and sealed by Lynn.Miller,P.E. (Sabrrtilled under pmviarjs,1 OA No. 14-0.123.10) t! f. Jdinte A Gascon,P..E. I'roiluct Control Section Supervisor NO.&No.144118,11 Esru,ation Date: February 17,2020 At peaysl Date: February 12,2015 l;-2 PGT Industries.Inc. NOTICE OF ACCEPTANCE' EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter -or. Test Report No. FTL-75.54,-issued.by Fenestration 'resting Laboratory,Inc.,dated 11/01/13, signed and sealed by Marlin A Brinson,P.E. (Submitted under pr•evieus NOA No. 1.4 012330) .5. Proposal issued by'Product Control,dated 08/12/13,signed by J'airne D. Gascon,P.E. (S'rrbtrtitted rrriderpt.eyiorrsNOA1Vo.14-0123 .10).. 6. . Laboratory compliance letter for Test Reports No.'s FTL-5980-8,FT"001-R and I+'TL-6015 R, reissued by Fenestration Testing Laboratory, Inc., all dated 12/29109, signed and sealed by Julio Gonzales,.F.E. (Submitted underpreniousNOA No. 09--0826.10) 7. Laboratory compliance letter for Test Reports No.'s I+"FL-5980, 1{TL--5993, FTL-6036, F1L--6001,FT"0141 FTL--6015,Yff,6017,.1+T"023, FT"024, FTL16025, Mi ,-6028, 13-T-1,6031, FTI,4033 and FTL-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed by Julio Gonzales,P..E. (Submilled.urrder previous NOA No. 09-082'6.10) . 8. Proposals No.'s 09-01.77, dated 03/1.7 & 31/09, 49-0177A, dated 05/07/09, 09-0177B, dated 06/09/09 and 09-0177C, dated 11/18109, all issued. by Product Control,signed-by Ishaq Chanda,P.E. (Submitted under previous NOA.No. 09-0826.10) G. OTHERS 1. Notice of Acceptance No. 1.4-0123.10, issued to PGT Industries, Inc. for their Series "SGD"770 Aluminum Sliding Glass Doors w/ wo Reinforcements", approved on 02/06/14 and expiring on 02/17/15. hime D.Gascon,P.E. Product Control Section_Supervisor NOA No.14-0128.11 Expiration Date: February 1-1,2620 Approvnl Date: February 12,2015 �-3 TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor Substrate Frame Min.Edge Min. - Member Distance Embedment INCLUDING POCKETS & 900/1350 CORNERS Concrete(mm.2.85W) eadtsl Jemb r /8 .r, GENERAL NOTES 1 4/4'Elco Uitrwn Ungrouted CMU,(ASTM.0-9D) Jamb only 2-112` 1-114' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. ed CMU ASTM 690,min.2 kel grout) Jamb only 2. 1.314• 2)DESIGN PRESSURES: n 3' 1 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300. # 1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1141 Elco Ultrecon Concrete mm. C- ea SIII 1' 1318• PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT un routed CMU ASTM 0,5 Jamb INaonly 11 1-114• WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA' 012,18.8 or 410 P.T.Southam Pine 3-TS' 55) Head/Sill/Jamb 318, 1.316• SMS, Aluminum,6083 T5' Head/Sill/Jamb 318' 0,083° BUILDING CODE.FOR ANCHORAGE DETAILS.SEE SHEETS 6-14. 3 (min,S.S.. hreadslln) Steel,A381 Headl8iil/Jamb 318• 0.050• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE, steel Stud,A653 Or.33• Head/SgllJamb 318' 0.0461• 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 kel) Head/SIIVJamb 1412' 1-318• NARROW JOINT SEALANT. 114'Elco 18.8 S.S. Ungrouted CMU,(ASTM CwW) Jamb only 2• 1.114" 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSILAF&PA NDS FOR Aggre-Gator Grouted CMU(ASTM G90,min.2 ksl grout) Jamb only 2• 2' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. __ P.T.Southern Pine(SG=0.55) Headf8ill/Jamb 1' 13181 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) HeadIS1111Jamb 9118' 1.318• CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE'(HVHZ). 4 1112,Steel SMS 05, Aluminum,8083-751 Heea/sillWamb 318• 0.083• 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 threadeAn) Steel,A36' Hoad/SIItfJamb 318• 0.050` FLORIDA BUILDING.CODE,A5 APPLICABLE. Steel stud,AM Gr,33• HeadlSlll/Jamb 318• O.D4511 TEST REPORTS:FTL-5980,FTL-5993,FR-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FfL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THEAUTHORITY HAVING JURISDICTION. •1P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETElCMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DAD11 COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REG""REMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NSA DRAWING MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"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 FI;ORIDA 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 MATERIALS NOT REQUIRED.IF USED,NON SHRINK,NON-METALLIC GROUT, MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY.SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT DESIGN PRESSURES 6-8 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,301♦FET PAPER.OR MASTIC IS INSTALL DETAILS..............15,14 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ELEVATIONS.........5........15,16 PANEL!SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............16,19 PARTS LIST.......................20 Glass Description(Listed from Extertorto Interior) EXTRUSIONS.... ...21,22 T e PRODUCI'RENBWLD w complying wtdi ries Ptorfdo s o tl4'•HS Glass vdlh.090•PVB Interlayer Buitding Credo 4.4 DESIGN PRESSURE RATING IMPACT RATING Acle lanes N0 : G4 7118'Laminated:(2)Liles of 3/18'HS Glass wdlh.090'G I IMrlayer Y. �� SEE TABLES 1,2 8 3 ON RATED FOR LARGE$SMALL B �+C°��_� -{ �( �' G G4A 9118°Laminated:' Utes of 1!4"FIS Glass 1V1th.090'SG IMeriayer � SHEETS 8,7 8 6 MISSILE IMPACT RESISTANCE J r G5 1'Leminated I.G.:3118'T Exterior Cap+318'•Alr Space+7116"Laminated;(2)Utes of 9118'HS Glass with.090•PVB Inteday'r Dj•;"�` .r; �s�- GSA III Laminated 1.G.:1/4'T Exterior Cap+5118'Atr Space+7116-Laminated;(2)Lltes of 3f16"HS Glass Kith.090'PV8 Inteday r 'TExteder 3161 PIr Space 4-711161 Laminated; G6 11 Le hated I.G.:x46Exterior Ca ++bUS'2IL oe+7116'Laminated;(2)Lltes�31te•HS Glass vA h.090•SG lnledayah 'ANN" ANNEALED i` ti� \'1GENSER�/��Ff,��� "HS"=HEAT STRENGTHENED G i • 9 y 'T'=TEMPERED �` ' No.58705 G6 1•Laminated LG.:3118'TExtedor Cep+318'Air Space+7118'Laminated; 2 LBes of3/l6'ANN Glass v4th.090•SG Inteda r "PV8"=DUPONT.090"BUTACITE PVB G8A 1'Leminated l.G,:114'T Exterior Cap+5118'Airspace+7116'Laminated;(2)Wee of 3118•ANN Glass with.090'SG hied "SG"=DUPONT.090"SENTRYGLAS J t s I owoUpos :�Q '• S7t OF ai�•' wu�= 1070 TECNNOLOOYORArE GENERAL NOTES AND MAP =,`�' .F�GRtvP,•'G\��� N.VEN1 FL 84276 ?`�\ COW. fa4,}fFafaoo SERIES770ALUM �i`s/OVAL� $GO-LM IMPACT /tlttttltttl`` ower MW oar IRM A.LYNN MILLER P.E. JR 10/10/14. CERT.OFAU7H.020M � SOIr77o NTS 1 d 22 PGT0130 RE.0587DS CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 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. Z EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp.pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 1 3 PER TABLES 1-3 1 CAN BE OXXXp. s 2)90"8135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1g j OF ANY 2 STRAIGHT CONFIGURATIONS. Gc Jw Jc o MAX.UNIT 1 4 I 9 1 i o R 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. zi 4_ MAX.UNIT � c I z a— HEIGHT 1m, HEIGHT1 1 I��� / HEIGHT i�N w "X"=OPERABLE PANEL, PER TABLES 1-3 I x PER TABLES 1 3 Z 119' I��` I��� "Q"=INOPERABLE PANEL, POCKET y Pocor i "p"=POCKET DETAIL LETTER x 'w"=WOOD OR METAL INSTALLATION 1-PANEL c d "c"=CONCRETE INSTALLATION CONFIGURATIONS ` SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.PANEL WIDTH W o NOM.PANEL WIDTH PANEL HEIGHT=DOOR UNIT HEIGHT-1.888" PER TABLES 1-3 3 1 1 PER TABLES 1-3 13 13 I. qVQ3j1 LI w Jc Oc 1 10 I MAX.UNIT c1cI °Ur MHE(GHTAX T3 9 HEIGHTPER 1PER TABLES 1� S TABLES 1-3 Pocxer /3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 3 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTHNOM.PANEL WIDTH PER TABLES 1-3 1 3 2 3 3 PER TABLES 1-3 ZEN _I PRODUCTRENRWMA 62,QJw Je I F3 as oomplying WI&ft Florida 1 9 14 1 ¢ 1 w BuildiogGdo c i o MAX.UNIT m AcaDlance No 9 i tr 19 SEE MAX.UNIT 4�Q—y HEIGFff � $ � NOTE HEIGHT t i' PER 2.THIS �y_....._ ' PER TABLES 1-3 i TABLES 1-3 SHEET. M1i"ai u":!a`�fjj i a � ° .�� piss.....'.•M/ POCKET i � 'EXTERof VIOR �g1��•''��GFNSE'•`�F,P��� 5-PANEL CONFIGURATIONS CORNER,TYP. 3 ` '�`' No.58705 1 13 t2 13 1 1 ; (OUTSIDE CORNER SHOWN, --, INSIDE CORNER SIMILAR) O, ��" er oem Re tuna STATL' a 1o70TECHNOL00YOFtME EXAMPLE CONFIGURATIONSRowdar. =;�F'' N.VENfCE,FL 34276 i iec /'�/S�IQNA�-•�\`��\ (941MS41600 SERIES 770 ALUM. SGD-LM IMPACT n y. mro: pa7ad Pwu: t*.VW r 6mb: ca,we ermhttp. xn. A.LYNN MILLER,P.E. JR 10/10/14 CER OFAUDI,97A29B @ 80D-770 TS 2 a 22 PGT0130 P.E.N58705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: _ MAX.TESTED UNIT WIDTH= f 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 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 -lir---j CAN BE OXXXp. I acl 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT t 9 9 j &q OF ANY 2 STRAIGHT CONFIGURATIONS. aHEIGHT, 9 ff i�'e� I u� 3)FOR NCM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" 'X'=OPERABLE PANEL, i PocKer i y "O"=INOPERABLE PANEL, "p"=POCKET 6-PANEL CONFIGURATIONS 0 w Eo t 13 7 t 3 DETAIL LETTER MAX.UNIT WIDTH +++ =WOOD OR METAL INSTALLATION WW "d'= INSTALLATION NOM.PANEL WIDTH 13 1 73 L•----SHEET NUMBER PER TABLES 13 Jw Jc i DLO WIDTH=NOM.PANEL WIDTH-7 19 1 is � � DLO HEIGHT=DOOR UNIT HEIGHT-10.126" -N r MAX.UNIT t 19 19 9 t I%&o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"?A, &? dl)L- HEIGHT t 3 19 19 PER TABLES 1-3If L11 POCKET j g 7-PANEL CONFIGURATIONS 2 3 MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 3 7 3 7 3 lfh (chJw I PRODUCfRENSWED 1 3 9 tv 19 1 I w complYMg wig"he plmida. a 112,1 3 191d2NCqUIjdftC4wt—jHEIGHTIT 3 1s 19 9 / j �" ExpiretianJ7sf4 � PER TABLESI-3 LL III I III ,I IV 8-PANEL CONFIGURATIONS 58705 3 2 No, rT3E'CO'Fr 8y a 1070 RIMyff" EXAMPLE CONFIGURATIONS %'� '' FiORtoP• N.VENICE,FL 31793 *w: //��SSIUNAU ``` mer ,�,� SERIES 770ALUM.�SGD-LM�IMPACT mit% o "� �� A.LYNN MILLER,P.E. JR lo/l0/i4 CERT.OFAUM.N19?d9 Sao-ago N?S 3 d 22 PO?'0130 P:E.rEsei9s GLAZING DETAILS {G3, G3A, G4, G4A, G5 & G5A 7/16"NOM. 7116"NOM. 1"NOM. 3116"HS GLASS 3/16"HS GLASS 3/16"HS GLASS .090"PVB .090"PVB .090"SG 3116"HS GLASS 3/16"HIS GLASS 74 3116"HS GLASS 74 318"AIR SPACE 74 3/16"T GLASS 82 82 I _ 83 EXTERIOR -— 3/4"NOM, EXTERIOR 3S4"NOM. GLASS GLASS 314 NOM. BITE J6 a f GLASS BITE 80 EXTERIOR Bo a 54 54 55 I /16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G. GLASS,TYPE G5 i 9116"NOM. 9116"NOM. 1"NOM, 114"HS GLASS 1/4"HS GLASS 3/16"HS GLASS .090"PVB .090"PVB 090"SG 3/16"HS GLAS 114"HS GLASSY314"NOM. 74 1/4"HS GLASS 74 5116"AIR SPACE 74 1/4"T GLASS g2 82 83 34NOM. 314"NOM. EXTERIOR EXTERIOR GLASS SS GLASS 58a E a BITE BITE EXTERIOR a 79 yq 5q m wmpiyMg wlEl the Florida _ 55Building Cade if p!'1 " It 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS TYPE G4A 1" LAMINATED I.G. GLASS,TYPE G5A r Miami Dad:NO(hicl CO1uin1 7 LYNN GLAZING NOTES: \`tONq "ANN"=ANNEALED ``�`a�`�.'VtcFNSS'•�4�p "HS"=HEAT STRENGTHENED ' "T"=TEMPERED No.50705 �Y "PVB"=DUPONT.090"BUTACITE PVB "SG"=DUPONT.090"SENTRYGLASCZ= l5aw.-TW_rniaraa 10707ECHNOLOGYDAWE SING DETAILS �HATE_ =c�7� N.VENICE.Ft 34275 ntr i ..ORIO...•' �`� m" 1a4,/4ea4coo SERIES 770 ALUM. SGD—LM IMPACT � N�� .�` A"un ey, Omte: CMet"4 omw: seabA4/e am�a emetr w. ".r. /l[1(fII111A11i.LE1t,P.E. JR 10/10/14 CERT.OFAUTH B2`WM � � SGD-i7o NT$ 4 w 22 PeTO130 REA 59705 GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A r_• 1"NOM. -*- 7/16"NOM. 1"NOM. w 3116"HS GLASS 3/16"ANN GLASS 3116'•ANN GLASS .090"SG .090"SG 3/16"HS GLASS .090"SG 3116"ANN GLASS 318"AIR SPACE 74 3/16"ANN GLASS 74 318"AIR SPACE 74 3/16"T GLASS 3/16"T GLASS 82 83 --- 63 EXTERIOR . 314"NOM. 314"NOM. 314"NOM. GLASS 56 GLASS 56 GLASS :SITE BITE BITE EXTERIOR E%TERIOR a 80 79 79 54 55 55 1"LAMINATED I.G. GLASS,TYPE G6Gt�P �1i�'�i:,iii► 1"LAM INATED LG. GLASS,TYPE G8 + 1"NOM. 9116"NOM. 1"NOM. 3/16"FNS GLASS 3116"ANN GLASS .090"SG 114"ANN GLASS .090"SG 3/16"HS GLASS •090"SG 3/16"ANN GLASS 5116"AIR SPACE 74 1/4"ANN GLASS 74 5116"AIR SPACE 74 114"T GLASS I 114"T GLASS B2 _ 83 83 d 3/4"NOM. EXTEMOR 3GLASS3/4"NOM. 56 GLASS a ;BITE 56 GLASS BITE BITE EXTERIOR ' EXTERIOR 81 79 79 PRODUCPRENI;WF.D 54 m oomplybm witht se Florida 55wwom 55 B"8dINAm Code �1'�'; �¢ 10 128" 11 1"LAMINATED I.G. GLASS,TYPE G6A 9116"LAMINATED GLASS,TYPE G7A 1" LAMINATED I.G. GLASS,TYPE G8A 'By--I' i Miami Dnde Prat%W111111,n I �•`\d�V' LYNN'![ GLAZING NOTES: �� `\ t "ANN"=ANNEALED •.rp "HS"=HEAT STRENGTHENED "T"=TEMPERED No.58705 -_ "PVB"=DUPONT.090"BUTACITE PVB "SG"=DUPONT.090"SENTRYGLAS 1?"W, o :0`' SYA EO rte; n 10707r, 11010GYORNEju. GLAZING'DETAILS i��+ •,FLURIOP.•''�\�v� ��'�34276 SERIES 770 ALUM.SGD—LM IMPACT SS�Or\lAl. �� GmnB/: !lab: . ObtaA.L111V141h1lLL�}t,P.E. JR 10110114 CERTOFAUTH.#29M 300.770 NTS 6 d22 PGT0130 REX 55705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for ali'approved Sill Height to Max.(+)DP configurations on Sheets 2&3) Maximum DP for all sizes:+60 t-80 (Water Intitration Rating) (May be limited by Table 1A) sits Riser Height 1-1For comer astragal anchorage on g0"or 1351 comer units,see sheet 11 9 (+)Design Door Unit Height (Flat or Box,see pressure,psf Table applies to Glass �" 90 96" Sheet 17) Types 3,3A,5,5A,7,7A,8 69-7/8 D 05- 73-70 D O 79.7 DLO 85 7/8"DL Flush-1-112' see note 3 &BA and the Stile/Astragal Anchor Group Anchor Group Anchor Group Anchor Group Low-2.117' +4867 types shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-3114 +60.0 17" HeadlSill C4+ G4+1 +1 - + + C4+ C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 + +1 C 4+1 Hish•4" +60.0 I DLO Jamb 6 8 8 8 8 8 8 8 8. 8 8 8 8 8 8 8 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7' 7+8 7+8 7+8 7+8 7+6 7+8; 7+8 7+8 7+8 7+8 7+8 7+8 Head!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 04+1 C4+1 C4+1 �O Jamb 8 8 B B 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8i 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 04+1 04+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 04+1 DLO Jamb 8 8 8 8 B 8 8 B 8 8 8 8 8 8 8 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+8 7+8 7+8 7+8 OH LENGTH Head/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 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 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+8 7+8 7+8 7+8 WOIOH RATIO Z 1 HeadlSlll C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2. C4+2 = o DLO Jamb 8., 8 8 8 8 B 8 8 8 8 8 8 8 8 8 B o P-hook 8+7 6+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 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER OP 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 FLO1 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 DI$TANCE.AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.666" (3)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Straight Astragal Lockstile @ 9b'Astragal Lockstile @ 135'Astragal Lockstile @ Interlock P-hook Lockstile @Jamb AssemblyStralght Astragal Assembly 90'Astragal Assembly 135'Astragal a3camp yb*wfl the F m comµTyb�wlib the Ftoridn q�[ Standard Stiles Standard Stile Standard Stile Standar0tile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile HeavydutyStile ©uildingCudeCJ�"`� -11 Standard:Astragal � Inside Accep7enxNo 0 E Outsidetside Co Outside Comer N�0 Corner _ ry, - a-i^ t4mi Dndo� IYTi Inside ( LYNN 41�C Inside Co Corner Outside ;` ��.•''�...... •�F r� Corner Part q60(Stile} Part#61(Stile) part 17119(Out.) Part N6l(Stile) tJo 5870`, Part 1760(x2) Part H60 Part 7760 Part P67(Astragal) Part 7160 Part 0118(Corner part 4120(In.} Parts q31&N32 Part 061Y Receiver) (Corn.&Fxd Mount) 7,,'�2 _ xemer ow Mbnc a . TATf OF X111 rrw 10707ECHNOLOOYORNE DPANDANCHORAGE '; FLORIo .• �1�;, t1.1psa-f,VENICEiZ34276 SERIES 770 ALUM.SGD-LM IMPACT SS�t�NA� �; "" (84fy480 iBOD S.WhAt aw: o,+ronF w. y f + I t t A.LYNrf&LIER,P.E. DOW °a2' c,ERT.oFAUM,a20M son-770 NTS B d 22 PCT0130 P.E.77597C5 JR 10/IW14 TABLE 2. Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+801-80 For corner aslragal anchorage on 90'or 135°comer units,see sheet 11 (May he limited by Table 2A) TWD appiles to Glass Types Dilor Unit Height 4,4A,e,6A,7,7A, 6&BA 80" 84' 98' 102" 108" 114' 120'and the Stile/Astragal types 69-718'D-LO 73.716'DLO T9.7/8'D O 8(rr7!'DL 91-718'D O 97.718'DLO 1 •/6'DLO 109 7!8'OLO sham below. Anchor Group Anchor Group Anchor Group Anchor Oroup Anchor Group Anchor Group Anchor Group Anchor Group 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 112 3 4 1 2 3 4 1 2 3 4 a S + + +1 C4+1 C4*1 C4+1 C4+1 C4+1 C4+i +1 +1 64+1 C4+1 r14+ +1 +1 + _+ +1 + +1 C4+ * Cq+ + + + + +1 Cq+1 C4+1 +9 24' DLO Jamb a 8 8 8 8 a 8 8 8 8 8 8 a a 8 8 10 10 10 10 10 10 10 10 10 10 10 10 to 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 1+8 7+8 7+8 7+8 7+6 7+6 7+8 7+8 7+8 ;7+8 8+9 6+9 8+9 8+9 6+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HeadlSBl C4+1 04+1 04+1 04+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 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 NO C4+1 C4+1 C4+1 30" 1� Jamb 8 8 8 8 8 8. 8 8 8 8 6 8 8 8 8 ' 8 10 t0 10 10 10 10 10 10 10 10 10 10 10 10 10 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+6 7+8 7+8 7+6 7+8 8+9 8+9 6+9 8+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/S91 C4+1 C4+1 04+1 G1+1 C,1+1 C4+1 C4+1 C4 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +1 + C4 .1 C4+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 G1+1 C4+1 38' DL80 Jamb 8 8 8 8 8 8 8 8 a a 8 8 B 8 B 8 10 10 10 10 10 i0 10 10 10 10 10 10 10. 10. 10 10 }� P-hook 6+7 6+7 6+7 8+7 7+8 7+B 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+a 7+8 ;7+8 8+9 8+9 B+9 8+9 8*9 8+9 8+8 8+9 9+10 9+10 9+10 9+10 9+10 9+1019+10 9+10 V 35" Head/8111 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1,C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1104+1 C4+1 C4+1 C4+1 04+1 C6+1 C6+1 C4+.1 C4+1.C5+1 C5+1 a 42" DLO Jamb 8 6 8 8 8 a 8 8 8 8 8 8 8 6 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 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 ;7+6 8+9 8+9 8+9 8+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/818 C4+2 04+2 C4+2 04+2 C4+2 04+2 04+2 04+2 C4+2 04+2 C4+2 C4+2 C4+2 04+2 04+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C6+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 Z 48' DLO Jamb 8 8 6 a 8 a 8 B 8 6 8 8 8 a 8 a 10 10 10 10 10 10 10 1D 10 10 10 10 10 10 10 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+0 8+9 8+9 8+9 9+10 9+1019+10 9+10 9+10 9+10 9+10 9+10 Headf8ill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 54' DLro Jamb S8, 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P•hook 6+7 8+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+8 Not available In these sizes Head!Slll C4+2 04+2 04+2 04+2 04+2 C4+2104+2104+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+ C5+2 8D' 6 Jamb 6 8 8 a 8 8 T-8—F-8 8 8 8 a a 8 8 F 8 P hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+6 7+8 7+8 7+8 F- 7+6 + 7+a NOTES: O= EXAMPLE ON SHEET 9 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114"SILL. DLO WIDTH= 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL, TABLE 2A: NOM.PANEL WIDTH-7" 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.(+)DIP OH LENGTH {+— DLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A (Water Infiltration Rating) F DOOR UNIT HEIGHT-10.125° 3),V,3-114-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 , = POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY (Flat or Boxsee LUPressure,psi = O OH RATIO 2 1 PANEL HEIGHT Sheat 17) O DOOR UNIT HEIGHT-1.866" AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION 15 Flush-1-112" see note 3 p NOT RATED FOR WATER INFILTRATION. Low-21-1/21/2" +46.67 te 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE.ANO EMBEDMENT INFORMATION. Medium- -3-1"4' +80.0 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High-4° +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAiRS TO BE SEE NOTES 1-3 OH RATIO=OH LENGTH INSTALLED. OH HEIGHT THE FOLLOWING STILE&ASTRAGALTYPES SHALL BE USED FOR TABLE 2,SEE SHEETS.21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135'Astragal LocWlle @ PRODUCTRWISWFD Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal im oomplyinawirh dr°Florid:+ Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile.. Heavy-duty.Stile Heavy-duty Stile Heavy-duly Stile Heavy-duty Sol Heavy-duty Stile Heavy-duty Stile Building Code�t �'f�± .Inside tw=No _�Standard Astragal OutsideC ep Outside Corner Corner Miwni Dade' dactQygr,� f ::3;fInside `�� OSS`( LYNN 4 Corner Outside \� �a��•'•y10 NSF' Inside Co Corner Part R61(Stile) Part 01(Stile Part 4)119(Out.) Part g61(5tile) x' No.56705 ;'� Part N61(x2) Part 4)61 Part 4)61 Part N67(Astragal) Part 4)61 Par[�eceiver) n &Fxd Mount) 118(Corner Part 9120(in.) (Cor•s 1131&132 Part 4)61 _ ( ItAtCHy tliWe: eMNax o i�Q,•• S aF- rwa7ECHxoLoovoxrve OPANDANCHDRAGE 4anlo R M VEMCP,FL 31Z7S 14): �i S ori SER1>i:S 770 ALUM.SGD—LM IMPACT .� ', _ cwA.LYNN�liJ'�R,P.E. SJR. .10110114 CERT.OFAVrd.OWM a SOD-270 NTSe , 7 d 22 PGT0130 REA 58705 TABLE 3: _ _ TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(tor all approved configurations on Sheets 2 8 3) 141exlmum.DP shown below S(II Nelghtfo Max.(+)DP r For comer astragal anchorage on 901 or 135°comer unite,sea sheet 11 (May ba limited by Table 3A) (Water Infiltration Rating) Sill Riser Height (+)Design Table epplles to Glass Types 4.4A, 80" 84° 102" 108" (Flat or Box,see g 6,6A,7,7A, 8'$BA and the Sale/ 69.7/8 /8°DLO O 97-7/ol DLO Sheet 17) Pressure,psf Astragal types shown below. Anchor Group I Anchor Grog Anchor Groupne or Group Anchor roup Anchor Group Flush-1-1/2" see note 3 1 2 3 1 4 1 1 1 2 1 3 4 1 2 1 3 1 M4A 2 1 3 1 4 1 1 2 3 4 . 1 2 3 4 Low-2-i/2' +46.67 Design Pressure +/• .0 + ps +140.5 ps it a 24' 17" Head/Slit C4+1 C4+4 C4+1 C4+1 C4+1 C4+1 Cd+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 G4+1 04+1 C4+1 C4+1 C4+1 04+1 DLO Jamb 8 B 8 8 0 8 8 8 8 8 8 8 ?8 8 8 8 10 10 t0 10 10 90 10 10 SEE NOTES 1-3 P-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 I 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 7+8 7+8 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 8+9 1 8+9 Design Pressure +/-90.0 psf +/-82.6 par +1-76.0 Per 30„ 23' HeadlSlll 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 C4+1 C4+1 I C4+1 C4+1 C4+1104+1 C4+1 C4+i C4+1 C4+1 C4+1 t DLO Jamb 8 8 1 8 1 8 1 8 1 8 1 8 1 8 18 8 8 H 8 B 8 B 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 1 6+7 1 6+7 7+6 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 8+9 1 8+9 1 8+9. 8+9 8+9 8+9 6+9 8+9 Design Pressure +/-90.Opsf I .+1.82.6 par +/-76.0 psf 29" HeadiSlil G4+1 C4+1 C4+2 C4+21C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C6+2 G4+7 C4+1 CS+2 C5+2 C4+1 C4+1 C5+1 C5+1 04+1 C4+1 C5+1 C5+1 y 36° DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 B 8 10 8 10 10 10 10 10 10 10 10 L P•hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 + 7+8 7+8 7+e 7+8 8+9 8+9 8+9 8+9 8+9 B+9 8+9 6+9 8+9 8+9 8+9 e Design Pressure +1.82.5 Pat +/-76.0 par OH LENGTH �-°- 5" Head/SDI C4+2 C4+2 C4+2 C4+2 C4+2104+2 C6 +2 C5+2 C6+2 C5+2 C5+2 G5+2 C6+2 C5+2 DLO Jamb B B 8 B 8 8 8 8 10 10 i0 10 10 10 10 10_ P-hack 6+7 7+8 7+8 7+8 7+8. 7+8 7+8 7+ 7 8 1 +9 8+9 8+9 8+9 a+9 8+9 6+9 8+9 = p) OH RATIO 2 1 Design Pressure V-90.0 psf See Note A be W. +r-82.5 si +/-75.0 par �, 41" HeadlSlll C4+2 G4+2 C6+2 C5+2 C4+2 C6+2 C5+2 C5+2 C5t2 C5+2 C5+2 C8+2 C5+2 C3+2 C8+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 C5+2 C6+2 Cfi+2 p DLO Jamb B 8 B 8 8 B 10 B 8 6 10 8 ;8 8 10 8 10 10 10 10 10 10 10 10 P•hook 6+7 7+8 7+B 7+6. 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+8 9+10 9+10 9+10 8+9 9+1019+1019+10 8+9 19+1019+1 D 9+10 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 LENGTH OH RATIO= 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. H HEIGHT 2 WHEN USING THE SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING " :POSITIVE WATER DLO WIDTH= ) 2-112° AX. HETHE 3-114SILL NOM.PANEL WIDTH-7" DP IS 60.0 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"S;LL 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. 5)DOOR SIZE TO COMPLY WITH CURRENT FBO 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. StraiglltAstragal Lockstlle @ 90°Astragal Lockstae..@ 135'Astragal Lockstile @ PitonucrPSMWED Interlock P-hook Lockstile@Jamb Assembly Straight Astragal dssembly 90'Astragal Assembly 135"Astragal WCMPYNwigikbeF av cldinz C WtW d,e Floklda Heavy-duty.Stiles Heavy-duty Stile Heavy-duty Stile a Heavy-duty Stile Heavy-duty Stile Heavydury5tile Heavy-duty Heavy-duty Stile goitAi,gyCoe° it -14 Inst a Acceptance N° L �}}° g Outsid$Corner outside 6�pLat{ok}vet° y - Corner / Comer _ ' 4 1r nnuw„ID°a�Pr aauumpl t1 VYNAF Inside orner Carne outsid ` CEN Corner 1 5f1e) Part 061(Stile) Part 41119(Out.) Part#61(Stlle) *' No.58705 Part#61-(x2) Part N51 Part If61 Part U61 Part 118(Corner part 11120(In.) Parts 4131&1132 Part 1161 - OWN”W11171 Receiver) (Corn.&Fxd Mount) p 30115 f: a W ll! R .. RftW aweFa+x �"o•'., STATE' F 1070 TECNNOLOOYORNE DPANOANCHORAGE ;�`,(�••..Fcon)d!;.••iG���� N.VENICE,FL 34215 tck �lsk�+/••.•..•• �\��� SERIES 770 ALUM.SGO-LM IMPACT a.Qnfwet a� ty+e.r a*°knRa. Rrr. A.LYNNlAIILLEf�,P.E. SJR10110114 CERT.OFAM.929M ® 8GD7rO NTS 8 a 21 POTt113D P. 10110114 NO FRAME '7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER JAMB 7 P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10 SEE ( ) SEE'C6*CLUSTER SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL t SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6^ SHEET 10 FOR INTERLOCK 24"MAX.O.C. THIS ; POCKETS AND 60"NOM. CLUSTER,SEE SHEET i SEE POCKET $)P-HOOK PANEL WIDTH DETAILS,SHEET 11 x x x. ( r '- x x x x x 0"MAX. JAMB ADAPTER I 6"MAX x x xxxx xx x x / xx xxxx OUNTING x x x x x INSTALLATION, f x �j THIS SHEET ANCHORS MIDWAY i 1 ' ' L-3•MAX x x i &SHEET 14 BETWEEN P-HOOK I°) 4 PAIRS OF x ANCHORS ANCHORS&AT 3" I®®I I xo 96 (TOTAL BFROM TOP& 0 ANCHORS UNITBOTTOM 14' 21'MAX. ANCHOR S ) MAX O.C. O.C. PERJAMB 8"MAX.TO OPENING 14•MAX,O.C. n®=P-HOOK x (SEE JAMB EDGEOFPOCKET SEE W R ,°°�� 0 ANCHORS. x DETAIL BELOW) INSTALLATION o I®I I Z ' DETAILS'Jc'&'Kc', >ss ' ° m o=P-NOOK END PANEL SHEET 14&PARTq ®� i i MOUNTING x 24"MAX ANCHORAGE DETAILS'J'&'K', i Y I ° 3'MAX, ADAPTER - x (2 ANCHORS) SHEET 19 FOR i$ 1 I ANCHORS x x O.C. PHOOK �-----6'MAX. °!-� - x x x , +2" ANCHORS x x x x x x x+ ✓ _END PANEL END PANEL _ x` x, x x x x x x x` 6'MAX. ANCHORAGE(SEE ANCHORAGE ANCHORAGE x x x' xxxx . x' x x .+2. �,+2• SKETCH BELOW) r (SEE SKETCH BELOW) �.+2. ++2^ `�•+2' ANCHORAGE ANCHORAGE CENTERLINE 8"MAX.,TYP• �— ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE'6-PANEL,2 TRACK 90°OUTSIDE CORNER-PXXIXXO!-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60"x 96'NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ANCHORS MAYBE ADDED l 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE T—' I 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED 1N TABLES 1-3,SHEETS 6-8:_- EXTERIOR HEAD OR SILL IF A SPLICE 610" CENTERLINE OF HEAD&SILL:B"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21' OCCURS AT THE P-HOOK. NOM. • INTERLOCK APPROPRIATE TABLES,SHEETS 6.8 AT EACH INTERLOC�AXIMUM- DETAILS, AND STRAIGHT AND CORNER MAX. PANEL - SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADITIONAL INTERMEDIATE O.C. WIDTH SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ON5.64" +2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEM ANCHOR _-. Ll I CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT i CPMF II FOP 6"MAX. 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: CENTERLINE JAMBS&P-HOOKS:6"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. ANCHOR PAIR PRODucr RSN y"? 41D EQUIRES '+2'ANCHORAGE SEE"C5"CLUSTER END PANEL mcomplyingwlthtAeFloria. CENTERLINE CENTERLINE Fl"ttdir g Cadc 6"CLUSTER,SEE DETAILS,SHEET 10: ANCHORAGE Acccpuu=No EFAILS,SHEET 11 I�OF FOR ASTRAGAL; �OF (2 ANCHORS) $" h 10"1 INTERLOCK ASTRAGAL.051" 3.5" MAX. Y I ni Oaa� LYNN411 No.5870514 CENTERLINE CENTERLINEEXTER "+2"ANCHORAGE "+2"ANCHORAGE �` - OF PANEL 3 OF PANEL � 4 OF PANEL 6 - Ir SEE SHEET 11 FOR OTHER INTERMEDIATE.ANCHORS rtmreey. ata' eAtwm o,e?Yan• ',•O' �fA '� •amu: Ralf~ N. ANCHORAGE SPACING&EXAMPLE PLANSoR�o!'. M VENICE FL 34276 inr i wr B r, a* R SERIES 770 ALUM.SGD-LM IMPACT �'� '�ONAL 1s4ryasa1s00 1,, saroexwt scwr arIt v-ft A.a IAIAL P.E. " ' °"'" Chetle° ate• cERr.oFAurN,.a2e2es. 16757. sao-n0 NTS 9 d 22 PGTO130 RE#58105 JR 10110114 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR 6"DIAG. ` (FOR SPLICE INTERLOCK SPLICE LOCATION 2.04" INTERLOCK- IF NEEDED INTERLOCK—I CONDITION,USE IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE EXTERIOR 6"DIAG. 3.5" 21" DIAG. _ 4"DIAG. MAX. _ N - O.C� EXTERIOR 2.04" _ z 2.04" f I CF 2.04° 5.64" MAX. 3.91 4" fE�R 7" EXTERIOR �DIAG. 7° 3,5° H O.C. EXTERIOR � EXTE7., ,,.�IEXTERIOR 2-TRACK FRAME HEAUISILL C 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEAD/SILL a"MAX. 5.64" Cal ASTRAGAL OR INTERLOCK p_ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK �-2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"CB") ANCHOR PAIR 6'MAX 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK—�IF NEEDED INTERLOCK— CONDITION,USE INTERLOCK�"IF NEEDEDEXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE y� 3 5n 2.04' 7" ANCHORS MAY BE INSTALLED - _- F- - - - 21" EtTHER.IN THE EXT,OR INT. 2 04° p a MAX. TRACK(INT.SHOWN) 4.08„ O.C. I I 2.04" 5.64" NOTES: EXTERIOR EXTERIOR 4"DIAG. EXTERIOR—.. 3-g„ 1.ALL.DIMENSIONS SHOWN 7° 7" 3.5„ ARE BASED ON MIN. 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL 6"MAX. ALLOWED. 0 ASTRAGAL OR INTERLOCK @ 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 t 3 TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUIRED,"04") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOIC SEE SHEET 9. ASTRAGAL OR {�SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCK-1--21F NEEDED INTERLOCK (FOR SPLICE 1►dTERLOCK� CONDITION,DO NOT CONDITIONS ONLY: CENTERLINE I CENTERLINE CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION I — C6"CLUSTER DETAIL) IF NEEDED 1.76" �l 3.5 3.5" 7„ 2.04" 4"DIAG. 2.04" 2.04" lb ='2-0 4"DIAG. -- --. su;tdtn8t -14 2A4" 6.3T DIAG 4 d1AG. � -I t}pte 4.OE3,. 4„DIAG. 1 2.04" Micmi Dmfs Y+ Tf`' LYNN EXTERIOR EXTERIOR 7„ EXTERIOR 3.5" - 3.5" �� �0 •. •1�� 4-TRACK FRAME HEAD/SILL 15 4-TRACK FRAME HEAD/SELL 4-TRACK FRAME HEAD/SILL �} ••.,,� 0 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK No.58705 (USEWHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION ro ar mw RteAUM ��d '• FATE �1\ .,� 4070TECHNDLooYDRlVEyff. ANCHORAGE EXAMPLE CLUSTERS =,``� '•.F�ORtO�`,•'��\: R N.VENICE,A 34275res ��/SS`/�• •..�`a�� SERIES 7T0 AL UM.SGD-LM IMPACT wenn ey, Wd: ea a,ba ssftd °Y""` 01i4jph1 R°e A.LYNN MILLER,P,E. JR 10/10114 CERT.OFAVTH.A7828B SOO•T70 1VT3 10 d 2Z PGT0130 P.EJl58705 2.04" 2.04" 2.04" INTERIOR 2.04" INTERIOR '� NOTES: TLr�BIOR I JLNTEOR 7„ 1.ALL DIMENSIONS SHOWN 4"DIAG. 4"DIAG. 8�" ARE BASED ON MINIMUM 6.12" 3.5" 3.5" ALLOWED. , INTERIOR I INTER7" INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR 90° 3. " 1 ° 1 QUANTITY AND SPACING,EXTERIOR _. AND'WOULD BE IDENTICAL EXTERIOREXTERIOR -- - 4°DIAG, -.° 4'DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4" 3.5" 4" 3.5" 3 5,: 4" EXTERIOR „+1"ANCHOR 2.04° EXTERIOR 2.04" 7' -.� 2.04" EXTERIOR 4" 2.04" 7 EXTERIOR 6.94" 90°CORNER 90°CORNER 135° •ORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL I_ CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR B CLUSTER (USE WHE E 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"262) ANCHORS ARE REQUIRED,-P4 ANCHORS ARE REQUIRED,"CB") 4.08" "+2"ANCHOR INTERIOR _ EXTERIOR INTERIOR 4'08„ "+1"ANCHOR 4" 7,41" —. 4"DIAG. INTERIOR 3.5" INTERIOR g0° 135 7" ° —= EXTERIOR I _. CENTERLINE f OF PANEL 4.08" n., 4.08" "+3"ANCHOR 5:37" AG. 7" ' - - CENTERLINE 3.5" 1 N 4" OF PANEL 2'04" 4"DIAG. 3.5" r ° EXTERIOR 7 EXTERIOR – 7" 4" INreataa A "+2"ANCHOR -+- 3.5" EXTERIOR 900 CORNER 135*WRNER 7„ 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL VIEWS CENTERLINE (" 6"C8"ANCHOR CLUSTER REQUIRED (°CANCHOR CLUSTER REQUIRED +OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" - INTERIOR 2.04" - -► 2.04" EXTERIOR CENTERLINE 4" INTERIOR 5'88 I OF PANEL INTERIORg0° 4" 3.5" 135° 04 "+3"ANCHOR • — _ I 7' PRODUCTRHN MD 6.12" 4 D ° 6.12" 3.5'. 4.08" " eeca,nplytrfgwlM, � nuiTdiggtoda Ul A apllmce Na _ 7° EXTERIOR Ex J 3.5" 4" 4°DIAG. 2.04" EXTERIOR 7" -. EXTERIOR 4" " .CENTERLINE ` o�yl LYNIQ 41/(x//,/ 2.04 �OF PANEL ,'.`Z', ''.>Ns !F 90°CORNER 135°CORNER P �\ 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME FRAME HEADJSILL ("98"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) -- (3-TRACK SIMILAR) �II- er w wac � '. ATlf b : :070 TEcxLo 7ww. now I'VIrnRAM ANCHORAGE,EXAMPLE CLUSTERS x.wb+. a VEM1I/CF FL9427s Im ��,'S`S.,COR19P�`aC9`: (941)480.1600 SERIES 770 AL UM.SGD-LM IMPACT1p— /A'IL51pV MI� PIE. �JRr "': CERL OFAM#28298 ® ew,,-0 NTT 11 a 22 PGTO130 P.E.q 66705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREAOS 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 NOTES: ,tn EXTERIOR 2-1/16"' 2-1116"' - 2-1116"' 114" ----------� .-.— 1/4" _ -- -- SWM1/4" 1..ALL DIMENSIONS - - = - MAX SHOWN ARE BASED MAX. �� -�4,:� _ MAX. SHIM EXTERIOR �( 77 �C-. �� SHIM exToR _...._._._ _._.__.. ON MIN.ALLOWED, \r' it Y' _ . 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 ANCHOk 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 24RACK FRAME HEAD 3-TRACK FRAME HEAD 4 TRACK FRAME HEAD 'DIAGONAL O.C.IS WOOD INSTALLATION Bw WOOD INSTALLATION �METAL INSTALLATION MIN 4"{HEAD&SILL) OR 6"(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 i. NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(114"MAX.) _ 1 SHEET 1 1 SHEET 1 (114"MAX.) ""'"' - 1 (114"MAX.) EXTERIOR _ -- EXTERIOR = — -` s EXTERIOR EMBEDMENT:SEE 2-1116"` r TABLE A,SHEET 1 2-1/16"J `1 2-1/16"' EDGE DISTANCE: EDGE DISTANCE: I 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 oFRAME CA w WOOD INTALLATION WOOD INS LLATION �METALINSLLATION EMBEDMENT:SEE _ 1 TABLE A,SHEET 1 t EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 -`I SHEET 1 EMBEDMENT:SEE EDGE DISTANCE:SEE d METAL TYP., ! ET l A, SEE TABLE A,SHEET 1 —L I SHI_T 1 NOTE 4, HEEOR 2X WOOD. EDGE DISTANCE: 2X WOOD SEE TABLE A, TYP.,SEE ANCHOR TYP.,SEE ANCHOR PROnUCTRENp NOTE 3,SHEET 1 NOTE 3,SHEET 1 SHEETI [r1VH 2-1/16"` aswagiykwwldltlsenmWe SMS ANCHOR TYP., 9w'rdins co& _ SEE ANCHOR NOTES �"ip1B100 NO 2-1116"• �• tonoare •'�-ttt�c 2-1116"' WOOD ANCHOR TYP., MIN.OF 3 SEE ANCHOR.NOTES WOOD ANCHOR TYP., &TABLE A.SHEET 1 THREADS �¢;:.,,;11-4o P,,,„. '—',, SEE ANCHOR NOTES &TABLE A,SHEET 1 BEYOND THE `\ [� &TABLE A,SHEET 1 EXTERIOR METAL \ LYN,!1/L� EXTERIOR I EXTERIOR SUBSTRATE l� ENS �(•.-- � � � ;:'��G E 114"MAX.SHIM ' 1/4"MAX.SHIM -rl I+ 1/4"MAX.SHIM lyo,58765 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 6giN 4-TRACK FRAME JAMB k Y Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION g >:� - RAW°,: Data Rfiftd= � 11 � '. ST TE or ' 1J- 1070TECHNOL00YMME ANCHORAGE DETAILS �`''• �corao!`•''' aawron N.YFN/C6:FL 36278 Isart�so reao .SERIES 770 ALUM. SGD-LM IMPACT or»n sy. [bro: ctwnw wm: ® ames+,pae sak: &ew: ae.e,pth. ee.< A.L1/I�tS MILL�Ft,P.E. JR ifl/}0/J4 CERT.OFAUTH.M206 8(6D770 MTS 1F d 22 POT0130 P.E.it58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: CONCRETE EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1,ALL DIMENSIONS PER TABLE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED A,SHEET 1 PER TABLE ON MIN,ALLOWED. 2-1116°` PER TABLE 2-1/16"' t— 2-1116" /- -. A, HEET 1 i A,5 EET I - • 1/4" DIAGONAL O.C.IS EXTERIOR SH MlN4 51 L L ) OR M EE DETAILS,SHEETSEMBEDMENT: 14" EXTERIOR 1/4" EXTERIOR _ &11 1 w"+ I SEE SHE T1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD SUCK 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,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 (a 2-TRACK FRAME HEAD FRAME HEAD EA CONCRETE INSTALLATION CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE 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(1/4"MAX.) ( 4 M ( 4 _ HEET 1 SHEETTL MAX _ - " AX.) 1/ EXTERIOR ,- EXTERIOR EXTERI r " 2-1116"• CONCRETE 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 TABLEA,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 45Eb 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE _ TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 SHEET 1 �DGETANCE: PROPERLY SECURED EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 SHEET 1 1X WOOD BUCK TYP., DGEDISTANCE: . SEE ANCHOR NOTE 3, PROPERLY SECURED . PROPERLY.SECURED SHEET 1 1X WOOD BUCK TYP.., SEE TABLE A, SHEETI 1X WOOD BUCK TYP., "� F}LODUCTR"WEI) SEE ANCHOR NOTE 3, '� SEE ANCHOR NOTE 3, r. CONCJCMU ANCHOR :! 2-1116 m91 w SHEET 1 SHEET 1 TYP.,SEE ANCHOR - emoa No .11 CONC./CMU ANCHOR 2-1/16'' NOTES 8 TABLEA, IratiortDate CONC,ICMU ANCHOR 2-1116"' TYP.,SEE ANCHOR & SHEET 1 CONCRETE NOTES&TABLE A, TYP.,SEE ANCHOR OR CMU Ai"a,i un p SHEET 1 CONCRETE NOTES&TABLE A. I " ' EXTERIOR PER TABLE 1/ EXTERIOR ERtQR 4 EXTERIOR SHEET 1 I CONCRETE A,SHEET 1 ` �`� .. Ivsg'�fFp���. OR CMU PER TABLE n OR CMU 114'MAX.SHIM rt 1»- A,SHEET 1 V 114"MAX.SHIM PERTA13LE )r Nc yg7D5 _ A.SHEET 1 i/4"MAX.SHIM I 2-TRACK FRAME JAMB3-TRACK FRAME JAMB 4-TRACK FRAME JAMB - ' � ?, m{ Gc CONCRETEICMU INSTALLATION ALJ CONCRETE/CMU INSTALLATION is CONCRETE/CMU INSTALLATION ='V '• �3 I I S• U/� armR ° 'TATr:of tL r« rOIOTECHNOLOOYDRIVE ANCHORAGE DETAILS :��` FtoRlo¢•`��`',� N.VENICE,FL W275 na 8/b f'.•.....• (������ csav+so eeoo SERIES 770 ALUM. SGD—LM IMPACT ��r l bNAl�0,'' awr n'"1b vft"w no-. A.LYNN MILLER,P.E. SJR 10110114c� CEAr.OFAuTH.#29 eo soo•no NTS 13 d 22 PGT0130 P.E.aea706 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 WATER SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTERILLUSTRATIVECONC.ICMU ILLUSTRATIVE WOOD ANCHOR TYP., ANCHOR TYP.,SEE PURPOSES ONLY.SEE _ SEE ANCHOR NOTES EMBEDMENT: - &TABLE A,SHEET 126 ANCHOR NOTES& TABLE A,SHEET 1 FOR ALLAPPROVE SEE TABLE A, __ -- __- Y8 (ALSO SEE TYP. ' • TABLE A,SHEET 1 SUBSTRA ES.D SHEET 1 — ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE DJ DISTANCE:SEE EXTERIOR 3,SEE TABES 1-3, SHEETS 6.8 FOR _ TABLE A,SHEET 1 EMBEDMENT; REQUIRED P-HOOK SEE TABLE A, P-HOOK MOUNTING 28 ' ',s AND.P-HOOK EXTERIOR SHEET 1 , ADAPTER CONCJCMU PHOOK WOOD ANCHOR TYP., -` ' ANCHOR TYP.,SEE MOUNTING ADAPTER SEE ANCHOR.NOTES P-HOOK .:•`' "tti r`":'•== -:•4y `r ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. 2 693"MIN ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) 4a P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS �—JV PARTS#18,#20,#22 OR#24, \,jV PARTS#18,#20,#22 OR#29, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCREfElCMU 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 CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE TABLE A,SHEET 1 f CMU PER TABLE. MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEETII ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES `` '' " A,SHEET 1 ,; SUBSTRATE &TABLE A,SHEET 1 EMBEDMENT; `'. "' '' ' ' (ALSO SEE TYP. (ALSO SEE TYP. SEE TABLE A ILLUSTRATION,SHEET 9) ILLUSTRATION, +!. SHEET 1 20 EMBEDMENT: SHEET 9) SEE TABLE A, ] '. = J—� EDGE DISTANCE:SEE +`'.. SHEET 1 BLE A,SHEET 1 ,- 1-1/4"MIN.EDGE DISTANCE 30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP„SEE 9L$w F &TABLE A,SHEET 1 Bulldingyt (ALSO SEE TYP. ANCHOR NOTES&TABLE 2.693"MIN. A,SHEET 1 �"`H�"°N° — ' ILLUSTRATION,SHEET 9} 2.693"MIN, Ex ' n�hte 4 EDGE DISTANCE (ALSO SEE TYP, EDGE DISTANCE ILLUSTRATION,SHEET 9) 1°Y �� fvlL.mi AR Pc�lQBgnyfrt P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS / Kw PARTS#19,#21,#23 OR#25, Ko PARTS#19,#21,#23 OR#25, `�,;`j.ON 'BENS METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR a �� E (SEE TABLES 1A,2A&3A MOUNT (SEE TABLE$1A,2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY te, son r nem Y f070TECHNocooDRPIE ANCHORAGE DETAILS N.VENICE,A31276 Ift /��'�S51UNAl ��`'`• 7WWZFe SERIES 770 ALUM.SGD-LM IMPACT 1�ar�•aeateoo omen or. WM: Dere: 6.1"04 sa,b, snot 1a+*Wtt iter. A.LYNN MILLER,P.E. JR 40/10/14 CERT.OFAUTM#20M 8CD•770 NTas 14 at 22 PGT0430 P.EA58705 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL W, DLO TYP.PER TABLES 1-3 INTERIOR SHEET 18;INSTALLATION WIDTH DETAILS'AW&'Ac',� EXTERIOR ' SHEETS 12&13 90° PANEL PANEL FPANEL PANEL CORNERDETAIL'N2', TYPE QS. TypTYPE TYPE SHEET 19&CORNER A' K' ANCHORAGE SHEET 11 NOM. MAX.UNIT MAX. PANEL / MAX. HEIGHT INTERLOCK DETAIL PANEL % WID7HTYP. DLO PER 'M',SHEET 19 HEIGHT SEE pH / HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1-3 JAMB DETAIL'G3',SHEET x X 18;INSTALLATION DETAILS 'GW& Gc',SHEETS 12&13 r 90" SILL-DETAIL'D',SHEET 18; INSTALLATION DETAILS EXAMPLE: 900 INSIDE CORNER,4 PANELS-)(X/XX 'Dw'&'Dc',SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8X1" 410 X 1-1/2" oo PH SMS PH SMS aODUCTR6'NEWaD complyh%w1th the Flarlda PANEL CORNER FRAME CORNER wmhr�d� " DETAIL DETAIL ' r fiumi Dad ('SO ��W� ��� Clt�.........•114 F/ 'i NOTES:)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE,SEE DPIANCHOR TABLES,SHEETS 6-8 FOR MAX. `�.''y�cEtrsg �' PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. �� No.50705 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. = 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. ;ed�5 DoW R foto�cxxotoovo,wE A ANCHORAGE DETAILS/EXAMPLE ELEVATION �'�'P�`'' FL 0fi1D� "°w°� N vZrce.ar.3ava //,,8/ONM- ` SERIES 770 ALUM. SGD-LM IMPACT r'r c u vbeor s.,w sane b..+v� R0 A.LYNN MILLER.P.E. ommer m� cnaota Duro JR 10110114 CERT,OfAUTN.pTB?B6 san.no NTS 15 a 22 PGT0130 P.E.MfiB70fi CON FI G. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 ( �Z,M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; '_'� —INSTALLATION DETAILS'Gw'&'Ge,SHEETS 12&13 - HEADER DETAVN,SHEET 18; MAX. IXEb JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET DLO JAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'AW VAC, - WIDTH 18;INSTALLATION DETAILS DETAILS'Gw'&'Gc', L2,SHEET 19 'AW&'Ad,SHEETS 12&13 SHEETS 12&13 TYP GW&'Gd,SHEETS 12&13 SHEETS 12&13 xlL g0° ' (, , EXTERIOR INTERIOR PANEL PANEL PANEL PANEL MANE PANEL TYPE TYPE TYPE TYPE PANEL PANEL TYPE INTERLOCK DETAIL 'R' 'L' 'D' 'A' TYPE TYPE K, M',SHEET 19 MAX. CS', 'QS' MAX. NOM. UNIT UNIT 98°OUTSIDE CORNER / / / / DETAIL'N1',SHEET 19& PANEL HEIGHT SILL DETAIL NOM. HEIGHT / / / / PER CORNERANCHORAGE MAX WIDTH TYP. PER 'D',SHEET / PANEL PER SEE TABLES 18; MAX. / WIDTH TYP. / SEE TABLES SHEET 11 DLO TABLES 1 3 NOTE 2, 1 3 INSTALL DL'O PER NOTE 2. 1-3 INTERIOR HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 Dw'&'DC', E_ RIOR Li} ! NOM.PANEL O X X X SHEETS 12 X X -. WIDTH TYP. ( &13 , X X PER TABLES L� r I 1-3 SEE FRAME& MAX.UNIT WIDTH ✓ MAX.UNIT WIDTH PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw`&'00',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-X)OO (2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL V,SHEET 19 INSTALLATION DETAILS'IW& .1 L2,SHEET 1g-\ .'1 INTERLOCK DETAIL V,SHEET 19 V,SHEETS 12&13 L/ HEADER DETAIL f , B' SHEET 18; ' JAMB DETAIL ATIO,SHEET P-HNSTALLOK TIIO'J'8'K',SHEET. INSTALLATION JAMB DETAIL'12',SHE E 1T 8;INSTALLATION HEADERDETAIL'C',SHEET 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', DETAILS'Bw'&'Bc', DETAILS'iw'&'ld,SHEETS 12&13 18;INSTALLATION DETAILS 'Hw'&'Hc',SHEETS 12&13 Jc','Kw'&'Kd.SHEET 14 SHEETS 12&13 Cw'&'Cc',SHEETS 12&13 MAX.UNIT WIDTH MAX.UNIT WIDTH PANEL PANEL PANEL PANEL i` PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE j -TYPE TYPE TYPE TYPE ,R. ,L, ,M. ,F, ,M. 'F ,F, P' MAX. MAX.UNIT NOM. ' i NOM. UNIT [toDucrRE HEIGHT PANEL 2a // I PANEL A HEIGHT ro,�ytywl�ltFloriae PER WIDTH TYP• ► / !! WIDTH TYP. / PER uitatngCaaa / / / k+ 1 cceytango Nu TABLES MAX. SEE PER I SEE MAX. PER TABLES fapGepai a 1-3 DLOTABLES 1-3 t DLO TABLES 1-3 1-3 NOTE 2, I .OTE 2, _ HEIGHT SHEET 15 i SHEET 15 HEIGHT fly cl t'jiumi Dada Prody'I ICI 1�j O i X u L_,_j_j ",.%-I jX X D \��hrC) t;EN S f�'f/ EXAMPLE:OXXXp SILL DETAIL'E,SHEET 18;� EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS Ew'&'Ed,SHEETS 12&13 Fv/&'Fc',SHEETS 12&13 a°vmsy RaNetaai owoian STATE 0 ��; 10797ZVISCHNOLt7GYDR/VE EXAMPLE-ELEVATIONS �;0�`;'••.,FtoR�o''••'•G`�; H.vPOO-1 ri�a2r6 SERIES 77UALUM.SGD-LM IMPACT �� iS`S/CN M.�r�, arsan By. wm; Hero: (81 t}480•l600 Ry. sabMfeaee smk,: sneer n..sgHe. rw A.LYPI�I MILL�R,P.E. JR 10110114 cERr,oFAt1TH.kT97BB sGo-7h7 NTS 16 22 POT0130 F'.Ex b8705 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 INTERLOCK BOX OUT BOx IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 135 RECEIVER TYPES STILE W/HANDLE BOX OUT BOX IN 90 RECEIVER OUT IN W/HANDLE W/HANDLE WlHANDLE WlHANOLE W1kANOLE WI HANDLE W/HANDLE W/HANDLE 'F @ #118 #1f8 #31 #31 L� 0120 #1191 C #118 yl N67 .#61 q81/ SINGLE I F PP K �` TR TQ TC TA TV TW INTERLOCK OUT (eoxol)0 SINGLE J' VVK E P A 1c sc VA V V V Y V INTERLOCK f� IN (ewcour (90xWj SFIXED TILE RR R / S ,� -� FD FC FV FW LOCKSTILE D M J. J i W/HANDLE (soxour) (aoxlM W ASTRAGAL E' BOtX+AO T LR PANEL NOTES: (80xour) 1.SEE DP TABLES 1-3,SHEETS 8-8 FOR PANEL ASTRAGAL A! SIZES DESIGN PRESSURE. W BOX IN �Y LEFT '01INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF Wl HANDLE (eoxl69 J PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS j— ASTRAGAL T U STILE �fl�ExTERIOR STILE AND ARE NOT AVAILABLE. U) Box our 3.911°ASTRAGALS TO USE HEAVY-DUTY STILES (eoxoup iwxam " (#61),CORNER RECEIVER(#118)AND EITHER PANEL'E SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND LL, ASTRAGAL ❑ T f ' EXTERIOR(#119)OR INTERIOR(#120)CORNER �".r �+ W BOX IN APPLICABLE STILEIASTRAGAL REQUIREMENTS. ASTRAGALS. J (eoran (soxx+) INT CORNERR T �� 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES 90 LOCKSTILE (#151)AND CORNER ADDON(#31). _J WI HANDLE#120 w EXT CORNER SILL RISERS OPTIONS 232" 90 LOCKSTILE_ T QS ---, �— .231 a W!HANDLE H119 �+ .232' EXTERIOR -r I EXTERIOR 062- EXT CORNER 1 r r(� EXTERIOR 90 RECEIVER V T V V R I� � �] 082" 4.055• WI HANDLE #118 .082` 3.305' 2.555' INT CORNER*#118 v��s I• 1.567" W RECEIVERAT AS DF I � - 082° �-U �� O-r j� �-LrLT-6 WI HANDLE EXT CORNER $ /'1 (SILL RISER,FLAT` SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90RECEIVF-RJ Aj11 a' VF F� LUSH,1-112" 20 LOW,2-1/2" 22 MEDIUM,3-1I4" 2a HIGH,4" a1 PRODUCT RENEWED EXT CORNER #31 -► .750" 1"— .760"newmplying tdttw[Orion 135 RECEIVER VT VS VF EXTERIOR 11+uIdNIT� W/HANDLE 081 -�{ �+-- .750' EXTERIOR (�I .QBY Aooep4uico RNER1EXTERIOR �E-X�TE7RIO—R I I 062• V Bxp "n:va�e � 135RECEIVECEIVER WT vi/4 VI/F �� 908' .062" 4:055" r tw W/HANDLE 1 Ir VV YY 2.555 3.3D61 3�' Mimni 8 0 .062' 0 1I S49r~ ILJL 1.5sr JL____JL�" �- al LYNN Af/f�Ffe,", W� 1 Hir I] SILL RISER.BOXI' SILL RISER,BOX SILL RISER.BOX SILL RISER,BOX 19` FLUSH,1-1/2" 21 LOW,2-1/2" 23 MEDIUM,3-114" 25 HIGH,4" �( Na.G47o5 `NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 -U l s TY_ Rmwarn.rbbre: N :•C4J= 1070 TECHROLUOYORIVE PANEL TYPES �� '. TATE'Of N.VENICE,FL 34276 rte i �' •,• 'C\�. (s4ry�so reaa SERIES 770 ALUM. SGD•-LM IMPACT su*u� snee[ a,.`yx° xsr A.IYNf� 1LL��tyP.E. JR 0110114 our CERT.OFAUTH.A7B28B SID 770 NTS 1'7 d 22 PGTO130 P.E.#58TQ5 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH - 80 OR 81 105 LOC!{PART 14 106 FULL JAMB LENGTH 14 75 8107-110 17 ' 60 OR 01 —— — 6D OR 61 5 k RACK JAMB 60 OR 61 16 5 G1 2-TRACK JAMB SHOWN 5 SEE DETAIL G1 '�-— CLIP#105 WITH _ FOR FIXED 105 6°LONG W1 RETAINER 17106 PERABLE 80 7�&10ART113 - @ PANEL) PANEL CLIPMIDSPAN (SHOWN WITHFIXED PANEL TO LApCK PART SEE DETAIL G2 5 THE INTERIOR) EXTERIOR 103 76&107-11 103 FOR FIXED 5 103 80 OR 61 PANEL CLIP EXTERIOR 19 16 5 112 16 17 123 FULL LENGTH 40 Ga 60 OR 61 #10 X 314' OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR �I,EXTEMOR EXTERIOR SMS,x 3 CLIP 1780 OR#105 51 52 W/SCREEN Vv 6"LONG r �rW W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4 TRACK JAMB @ 60 �_ _ (SHOWN WITH H7 (SHOWN WITH E (SHOWN WITH 11 (SHOWN WITH f2 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 600881 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) TI,EXTERIOR EXTERIOR 2 A q q 112 1 3 4 45 5 113 5 113 5 52 51 58 EXTERIOR 69 EXTERIOR 68 EXTERIOR 53 C] a SHOWN.SCREEN FRAME H HEAD ®g FR RACK /5E�,4-TRACK MAX.UNIT OPTAME HEAD FRAME HEAD HEIGHT PER TRACK TABLES1-3 53 60 73 69 69 EXTERIOR EXTERIOR 52 61 72 OR 73 72 OR 73 72 OR 73 RODUCT HEM3WTiE7 4B 11 � aswtnplyMgwllhlhePlorida 113 9 10 c 46 7 ActgtUV A 11 11 BxPi EXTERIOR 112 5 113 113 f3..���_ 1•:tiumi(Sack l' �"4R 4'1�PI�Q� jam (a2-TRACK W/SCREEN 3-TRACK 4-TRACK FRAMESILL FRAME SILL FRAME SILL "r ,.'�1CGNSfi '•. T =t sc . plo.,p705 ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES = / 1-3,SHEETS 8-e FOR DP(PSF)ASSOCIATED WITH STILE. i?.'w er vex R.Ab- a.�eac (�'.• S�ATE OF 10 toMI 1110L0(iYDR _VERTICAL SECTION DETAILS '.'�` •.,F'Lo111�P.•C�;� N.VENICE FL �m: 34275 IVE SERIES 770 AL UM.SGD-LM IMPACT S, UN Al- (A4¢480160o sostinM.vee sw size a..smw rso: III 1 1 A.LYNN# P.E. °i ad m ao° � CERT..OFAU11r.#29Msop 7�D IVIS 18 d 22 PGT0130 P E.a 58705 , se7a5 JR 100/10/14 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 5 4 81 113 118 28 28 7 y � 11 113 27 83 20 27 63 103 62 111 63 60 OR 81 80 OR 61 66 OR 61 65 28 14 28 _�tj 1 120 b 65 B5 EXTERIOR 111 62 �1 EXTERIOR ttt 82. 90° EXTERIOR v EXTERIOR INTI EXTERIOR P-HOOK FOR FLAT SILLS E P-HOOK FOR BOX SILLS INTERIOR (EXT.OR INT.MOUNT) j EXT.MOUNT ONLY 90° p LOOK PART 80 OR 61 76&107 R 0 T5&10 Rj 61 758,107-11 5 E eINTERLOCK 14 113 00 60 61 B1 118 {r %94ye EXTERIOR 113 EXTERIOR 113ID 113 10319 EXTERIOR 67 60 STANDARD ASTRAGAL 07 F-) HEAVY DUTY ASTRAGAL 1166 �90°OUTSIDE CORNER 80°tNS10E CORNER ITEM#61(HEAVY-DUTY Lt WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES#61 N1 2JRACK SHOWN N2 2-TRACK SHOWN STILE)SHOWN,ITEM#60 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 6.6 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR. 31 LOCK PART 75&107-.110 4 INTERIOR 6 1 �INTERIOR 135° 5 PRODUCT REN[iWED 7 11 os oam�dyb*mth the Fbdda 135° DidIdlns Cade 14 6 61 32' A«sytm�ae No 81 103 Ev �radwl '� 32 EXTERIOR MiamM-j OCK PART 31 103 81 �EXTERIOR 7' \�� 0 LYNN Ml, 75&107-110 14. E 135°INSIDE CORNER `���U,..CCNS_• �(� rrr 02 2-TRACK SHOWN 135°OUTSIDE CORNER =SF ;. No.50705 01 2 TRACK SHOWN = >` mar � A fO7Q7ECHNOLooYCRIVE HORIZONTAL SECTION DETAILS, CORNERS J�(> N.MICE.FL 34215 rta LQRIOr'•r G IQel�asa7soa SERIES 770 ALUM.SGD-LM IMPACT ns°aar or a« ClnHeo o,m3saw sw° ra..+ei+u rsn A'LYNN10 11�.E. JR 10110114 CERT.0.FAI1rH,A29M - SM1770 NTS 19 w 22 PGT0130 P.E.N 64706 Item PGT PGT# Description Item PGT PGT# Description NOTES: Dw ,# Dw .# 1)ALL ALUMINUM=6063-T6 _ 1 17300 617306 2-TRACK HEAD QUANEWMUSEAL DURASEAL SPACER(COMPOSITE 2 17303 817303 2-TRACK HEAD WITH SCREEN RAL SEALANT/DESSICANT) 2)ITEMS.#33.39,57-59,66,78,84-99, } 3 t73W _617309 3-TRACK HEAD 60 17325 617325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 817312 4-TRACK HEAD 61 17328 617326 PANEL STILE 01EAVY DUTY) NOT PART OF THIS APPROVAL. 4t` 5 17314 617314 FRAME SCREW COVER 62 17327 617327 INTERLOCK ADAPTOR 6 17317 817317 FRAME HEAU/JAMB'ADD-ON 63 1225 STP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 3)USE OF#12 OR 913 REQUIRES 7 17304 817304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD MIN.#10 SMS OR 3/16"MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER ANCHORS @ 24"MAX.O.C. 9 17307 817307 3-TRACK SILL 87 17329 617329' ASTRAGAL 10 17310 817310 4-TRACK BILL 00 17339 617339 HEAVY DUTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM MIL 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(WECTION MOLDED) 13 17316 017316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71 1695 71895 1-112"X 1"X314"HIGH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.SIL ROLLER ASSY_ i5 17302 617302 2-TRACK JAM@ WITH SCREEN.RAIL 73 8153 78163N TANDEM NYLON ROLLER ASSY. 16 17308 817308 3-TRACK JAMB 74 SILICONE DOW-899,OOW-995 OR GE-7700 17 17311 617311 4-TRACKJAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 18 17322 017322 SILL RISER-FLAT,FLUSH,1-IM 78 _ 71032X1FPFX 910.32 X 1'FL.SS SCREW W/TYPE"F"TIP 19 17319 817319 SILL RISER-BOX,FLUSH,1-1/2" 77 7103239 1032 STEEL ZINC U-NUT 20 17321 817321 SILL RISER-FLAT,LOW,2-112" 79 17357 617357 1'IG BEAD 21 17318 617318 SILL RISER-BOX,LOW,2-1/2" 80 17359 � 817359 7/10"BEAD/FIXED PANEL CLP 22 17355 817355 SILL RISER-FLAT,MEDIUM,31/4" 81 17360 817360 9116"BEAD 23 17354 617354 SILL RISER-80X,MEDIUM,3.1/4' 52 1224 STP247K VINYL BULB WEATHERSTRIP 24 17323 617323 SILL RISER-FLAT,HIGH,4" 03 61745 1745 LOWE INC,1/2"X11/10'SGL SIDE ADH.TAPE,POLYETH. 25 17320 817320 SILL RISER-BOX,HIGH,A' 100 8052 48052 ROLLER ADI HOLE PLUG 28 17333 617333 POCKETP•HOOK' 101 72087 ,NMB BUMPER 27 7070 87070 NEOPRENE BULB WSTP FOR P•HOOK 102 1696 71896 DUST PLUG 28. 17334 617334 POCKET P-HOOKMOUNT 103 8188 78188X: 1"KEEPER 29 17335 617335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER 30 17348 617348 POCKET P-HOOK FOR BOXRISER 105 17344 017344' FIXED PANEL CLIP-6'LONG 31 17378 817378 135 CORNER 106 17352 617352 FIXED PANEL RETAINER-9116" 32 17376 817378 1135 FIXED MOUNT 107 1739 71739 HANDLE Kir-INTERIOR RAISED WITH THUMD TURN ITEMS 40-53 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78162SN HANDLE KIT-.RECESSEDNTERIOR WITH THUMB TURN 41 7LOCKWOSK SCREEN LOCKSET 110 1732 78178 HANDLE Klr-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710)04PPSDAX 910 X31V PH.PN.TEK-S.S. 43 8152 (18152 SCREEN INTERLOCK ADAPTER 112 1235 67810' WSTP,.270 X.170-FIN SEAL 44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 64000 ' 187"X,230"FrySEAL 45 4317 612258 SCREEN TOP RAIL 114 719X11PX5p910 X 1.1/2' 46 4318 812257 SCREEN BOTTOM RAIL. 115 710)(PPT; N10 X V 47 688 78RAZ STANDARD ROLLER 116 720XIX 914-20 X 1'S.S, pRODUCTRENEWED 0 eomptybw with the FlorldA 48 GOB 7SRAX STANDARD ROLLER-ST.STL 117 720XI12X 914-20 X 1412"B.S. Building Code 49 4344 64344 SCREEN ASTRAGAL. 118 17336 617336 90 DEGREE CORNER RECEIVERAsapmnce No 4 50 17349 '817349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL B 51 1892 61692 SCREEN SPLINE-.165' 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL g'y� Ct` 52 1694 61694 SCREEN SPLINE-.150' 123 17352 617352 FIXED PANEL RETAINER,718" — Minmi Da .�'(pQutilfy�n Iu 53 61618C20 SCREEN CLOTH �0O� N"4111�/�, 54 1725 t/2"X4"X1(10"SET.BLOCK,NEOPRENE 85+/S 55 1726 1'X4"X1/18'SET.BLOCK,NEOPRENE 85+/S �1 E NOTES: V No.50705 1)ALL ALUMINUM.=806348 2)ITEMS#33-39,67-69,66,78,"499,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. Armder vw w4wrc ' : '. ST,JE Or X57 A a 10707E0HNOL0GYDM a PARTS LISTFc�R10?`•'`C��,� N.VENICE FL J42 76 me ���SSS' (wr}leafeoo SERIES 770 ALUM.SGD-LM IMPACT '/,/I OIVA1 N JR >af0/f4 CER I:OFAUTN.#29298 I.T SOQ-770 NT$ 20 d 22 PGT0130 A.LYP.E.#168705 P.E. 5.069" 8.582" -`I 1.36" 1.38" -�- 0.080" -�t 1.872" 1.211" 1.505" I � t: _t 0.061" 0.062" 1.019" k 0.081" O.OB1" O2-TRACK HEAD 10 4-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" ---+ 6.526" 5.069" 7-1 - --7 0.080" 1.045" 1.211 L1.505" �I 1.993° 0.062" 0.081" �2-TRACK HEAD W/SCREEN TRACK (D3 TRACK SILL (6063-T6 AL) (6063-T6 AL) 14 2 063-76 JAMB 45 SCREEN (8063-T6 AL) TOP RAIL (6063-T6 AL) 7.105" 2-TRACK JAMB W1 8.221" SCREEN TRACK p.p8p^ 1.211" (60&3-T8 AL) 1.36" --►I tom- 0.875" 1.505" 1.36" 1.993" •F- 0.062" 0.001" 303-TRACK HEAOeO2-TRACK SILL W1 SCREEN TRACK 0.081" (6083-T6 AL) (6063-T6 AL):i SCREEN -0 BOTTOM RAIL 9.142" (6063-T6 AL) 4.49" 0'481" 0.080" 1.211" 1.505" 7.105" 9.141" 0.081" Oq 4-TRACK HEAD O2-TRACK SILL (6063-T8 AL) (6063-T6 AL) -► 0.060" RoDUCv'1•RMWl1D -r$" comptybW with&Floridaj0.062uildT0.780' Aua1.260.532" I oe D4 0.060" �Y 1.516" 1'990" ASiami Dole Pr ru FRAME HEHEADMAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN Ell .`�y LYNN OADD-ON 1Y ADD-ON 13 ENO ADD-ON is 3-TRACK JAMB o .•• M14 (F fiy' (6063-T6 AL) (6063-T6 AL) (8063.76 AL) O(8063-T6 AL) i' Z 'v�c�Ns REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS ;* OR 3116"MASONRY OR 3116"MASONRY 64-TRACK JAMB too.58705 SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"'MAX.O.C. ANCHORS Qa 24"MAX.O.C. (6063.78 AL) �' j of Roane. UAW R e"eoE� ��''�`� ��`�: 4U: n, . }07o rECNNocooYOROVE EXTRUSIONS ;��.. F�'ari \`, H.VENICE,FL$1276 tzr �m R (941pso-m p SERIES 77QALUM.SGD-LM IMPACT `/, /IONA1_E. R lolto/14 �� CERT.OFAUTN.#2M ® aoano NTS 21 d 22 a PGTO1301p A LYP.L.p 8705P 0.718" "23042 304 3.807, ' 2+ 3.802" 0.752" 1 LI D.6a5' 0.0,17 1163' 0.067,.2 0.080, 0.574' 0.796" , , I --- -- t 4 LJL 0 04" 0 FRAME L P-HOOK MOUNTING HOOK SCREW SSILL -SPHOOK 2 20* all ?-HOOK FOR BOX RISER SCREW COVER TRACK (SOW-T6 AL) ge ADAPTOR VER 0.08 (60e3-TS AL) (6083-T6 AL) (6063-T6 AL) (6083:T8 AL) (6063-T6 AL) 4- .156, 4" A ,W8" 2.3V, 1.488" 1.739" - L TF- -1 -1 - 0.83 1 0.062' 1303" o. 1.600 1.600 FT 1 .080" - 1.070, 1.880" 0326, .01W, 'N1.974" ' , - T-- 1.974 1 2.44!" 3A95" 3.125- J *135°CORNER 32 135°FIXED MOUNT e0 STANDARD STILE 81 HEAVY DUTY STILE INTERLOCK INTERLOCK (6063-T6 AC)- (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (RADAPTER @SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979' 3.979' 4.125" 0.0 61 0.076" 1.645" 1.0501, 1.05W 1.050 1, 0.06T 1.304' t645" LL JJ -,045' 485" 0.125 0.281" 046' .045F" -STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL TOP/BOTTOM RAIL GLAZING s0 s1 (e 9116"GLAZING *(6063-T6 AL) 8 (6063-T6 AL) (6063-T6 AL� BEAD(1.(3*) DEAD, 'L_FIXED DBEAD (W6346 AL) PANEL CLIP (6063-TS AL) (6063-T6 AL) 1.03' 4" 6.621" 0.76r' 0.080" FIXED DU REMWED 80�PANEL CLIP 0.709" 2.893" 0.137 -A VOInplyino w6h aht Florida. 3.25� .045- "O"3PO.74 (6063-T6 AL) 1.498" 1.498* f 0.0080"0 -10.8031- L- 1 - 4- 0.709" liuini ikirla Product Con rIXED PANEL 5.6 -vot. @RETAINER,718" 90-INSIDE CORNER ASTRAGAL o vyNiq (60163-T6 AL) 2.026" 90'OUTSIDE CORNER ASTRAGAL (6053-T6 AL) ....... E9 -T6AL FIXED PANEL )90°CORNER RECEIVER (6063 it 9RETAINER,9118' (6063-T6 AL) 06705 (0063-T6 AL) obfix 41- SWF-OF 107D TECUNOLOSYDRIVC N.VENICE,FL 34276 SERIES 770 ALUM.SGD-LM IMPACT N sw"u.m 11co. fv.. AA MILL -N TS 1 22 ,22 PGTO EM 58705 JR owrw. a;* f("�E` 10110114 GEMOFAIJ #nm $00-770 130