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HomeMy WebLinkAboutProduct Approval .2 J� 2bL Nlyvoofv �? y, L �0 . o t t L:✓ Q �a�� WINDOW/DOOR SCHEDULE rID. OPE-PNING X IMPACT PROTECTION ** STING DESTGNATiON TYPE IMPACT NEW REMARKS ) GLASS SHUTTER SHUTTER 37"X 63" 25 SH X EXAMPLE I 95'X 84" 1 SGD X Sliding Glass Door 2 95"X 84" 2 SGD X 3 Sot Sv' 4 S o 5 6 if0-7 7 $01 9 c 8 706 O - -F-4q!;(' 9 10 26b 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 *Window Replacement using existing shutters to comply with impact protection will require the existing shutters to meet the requirements of the 2010 FBC/Residential R301.Z1.2 Florida Building Code Online Page 1 of 3 w � ' ""tea' wz N �i P�� 20= r F1 rs off BCIS Home s Log In ; User Registration Hot Topics ? Submit Surcharge i Stals&Facts t Publications FBC Staff BCIS Site Map Links Search Business( I rofessional ;E Product Approval ( .USER:Public User Regulation Pro.uIt Aoorowii Menu>Product or Auolicatlon Search>Aunlication List>Application Detail s`FFL# FL251-R24 Application Type Revision Code Version 2010 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 —I070kTeqhnql0.9yjDrIve Nokomis,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski , Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140- jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors � ' SubcategorySliding Exterior 000r 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=wGEVXQwtDgsEt2PTand5 bm... 6/27/2015 Florida Building Code Online Page 2 of 3 • Summary of Products FL# Model,Number or Name Description 251.1 SGD-470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL_2,@1 X24,C_�AC.,1t;1J1(_2 ,;y2df 1 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Ilii Impact Resistant:No 04/21/2016 Design Pressure:N/A Installation Instructions . Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R24 11 1.1-1018.20.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: 251.2 SGD-570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R24 C. CAC 13-1.125.05.1)df Approved for use outside HVHZ:Yes FL251 R24 C CAC 14082011 PVC.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, FL_51 R1Il.._t1_73-1i25.05,pdf 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 FI.251 R24._C..-,:L 12-1.11,12 0-1! Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date {{ Impact Resistant:No 04/07/2020 i Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL2.51.R24,._tI 14-0123.I1.p.f 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: 251.4 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R24 C CAC 15-0106.07 FIR.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for F1.751 R24 11 15-0106.07 HP.ydf 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 FL271 R24 C CAC 1401230°.otif 1 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 FL25i R24 II 14012309.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: 251.6 A�SGD7�707(Large Missile�Impact)�+) WinGuard Aluminum Sliding Glass Door Limits of Use d<.�ne,: Certification Agency Certificate Approved for use in HVHZ:Yes _i FL251 R24 C CAC 14-0128.11 Door.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date0i, Impact Resistant:Ye4�'` °9a _. .f' 02/17/2020 ,; Design Pressure:NJA Installation instructions Other:Please se Miami-Dade County Notice of Acceptance(NOA)for IF11-25AP24 i1r14r 02.8 11 Door.pdf product performance information,anchorage details,and anchor type, Verified!Bjh Miami Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 ISGD-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.pdf 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.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: 251.8 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.pdf- Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 fI Impact Resistant:Yes 03/24/2020 1 1 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R24 It 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) 1winGuard Aluminum Sliding Glass Door Limits of Use �Certification Agency Certificate Approved for use in HVHZ:Yes FL"251 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... 6/27/2015 Florida 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(NCA)for FL251 R24 11 12-0516.04.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: 251.10 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.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 R24 It 12-0726.03 DR.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: 251.11 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.pdf Approved for use outside HVHZ:Yes FL251 R24 C CAC 14082011 PVC.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 I1 13-1125A5.pdf 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 r Limits of Use Certification Agency Certificate i Approved for use 1n HVHZ:Yes FL251 R24 C CAC 12111401odf 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 P,24 I1 12111403.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: 251.13 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•pdf 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 INCA)for FL251 R24 I1 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: HE Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for 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: SLCIIf t CS"dTCt'H:f('S' http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 6/27/2015 KJAW Nif—DADE COUNTY,FLOWDA VR0DUCTC0N'rR.oi,si,;cu0N DEPARTALIENT OF XRGULATORY AND ECONOMIC RESOURCES(RFR) 11805 SW-26 Street,Room 208 1J0A1W AND CODE.ADAMMTRATIONDMSTON T(786)315-2590 F(786.).315--2599 NOTICE OF ACCEPTANCE (NOA) „V%VW.Miamidade.gWeconomy PGT Industries,Inc, 1070 Technology Nokomis,Fl.34275 S C,0 P k.-_- This NOA is being .issued under the ap pfleable rules and regulations governing the use of construction materials. The documentation submitted has been -reviewed and accepted by Miami--Dade Comity REM— Product Control Section to be used iu',Miami--�Dade County and other areaswhereallowed by the Authority Having Jurisdiction(AHJ). This NOA shall•not be valid after the expiration date stated below. The Mia*aii—Dade Count), Product Control Section(W.M. iatni—Dad.e County)and/onthe AIIJ.(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. KER, reserves'the right to revoke this acceptance, if it is determined by Mialni—Dade County Product Control Section that this,product c!.r material fails to itteet the requirements of the applicable Wilding code.- `11iis product is approved as described herein,.and has been designed to comply Nvjtlt the Florida Building Code, including the High Velocity Hurricanelone. J "­Ald indkD66rA'w/90 ,:&Il3'51'e-ol-'Iters-�., 20'.1 DESCRIPTION: Serig�j1-%GV417, APPRovAL DOCUMPNI:Drawing No. PGT0130 (fornier PdrT0002 Rey C):, titled "S;cries 770 Alum. SGD—LM..ImpacO, chests 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised.ort 01/10/15, signed and-scaled-by Lynit.Miller, R 13., bearing the Miauii:Daode COLHI(y Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration (late by the Miami— Dade County Product.C'onfrol Section. MISSILE, IMPACT1W 1iWN'- IieSistartt _3 LABELING: Each-unit shall bear a perinanent label with themanufacturer's name or logo, city, state, series, and-following statement: ".Miami--Dade County Product Control Approved", unless otherwise noted herein. REVISION of this 140A shall be considered after reneival application has been filed and there has been no change in the applicable builfiig code negatively affecting the performance ofthis product. TIMUNATJON of this NOA Will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as aii endorsement of any product,for sales, advertising or-.any-other purposes shall.automatically terminate this NOA. Failure io comply with any.-Section of this N(,).A shall be cause for tennination and ivnioval ofNOA. ADVERTISEMENT! The NOA nuinher preceded by the words Miami—Dade County, Florida, and -followed by the evtpiration elate-may be-displayed in. advertising literature.. If any partiou of the NOA -is d.lspla.yed,then it shall:ise don.p in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the mamilfacturer or its distributors and shall be available for inspection at the job site at the request of the.11WIding Official. This NOA revises and renews.N0A No. 144123.10 and consists.,of ffieso pages I and 2, and evidence pages E,wI.,.E2 and'.Ir-3,as Zv�ll as approval document iuentioned above. ' The submitted documentation was reviewed by.Jaime D.Gascon, E. MIAMI,DADE COUNTY e d a Eipiiiiii6J) tel. It e"bru'ar y,17,2b20,; 4ipro*fll i7Rt0:- i?e-britary 12,.20.15 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBI'VU17 'ED A. -DIUNVINGS 1. Manufacturer's die drawings and`sections. (Submitted iurderpreviuus.NOA No..14 0.123.10) 2. Drawing No. PGT01.30, titled "Series 770 Alum. SOD -- LM Impact', sheets 01 through 22 of 22,preparedby manufacturer, dated 08/05/07 with the latest revised on 01130/1.5, signed and seated by I.1ynn Miller,P.E. B. TESTS 1.. Test reports on: 1)Air Infiltration Test,per FBC;TAS.202 94 2)Uniform Static Air Pressure'fest,Loading per.F.BC,TAS 202-94 3)'Water Resistance Test,per FBC,TAS 202-94 4)Lame 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 TAS 202-94 along with marked—up drawings and installation diagram of aluminum Sliding;Glass Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTU-7554, dated 11/01/13, sigzied and sealed by Marlin ll;Brinson,P.E. (Submitted rtnder previous NOA No. .14-0.123.10) 2. Test reports on: 1).Air 1u£ltration Test,per FBC,TAS 202--94 2)Unifotzn Static Air Presstue Test,Loading per FBC,TAS 202-94 3) Water Resistance;Test,per FBC,TAS 202-94 4)Large Missile Impact'rest per FITC,TAS 20194 5) Cyclic.Wind Pressure Loading per FBC,TAS 203.--94 6)Forced.Entry;]"est,per FBC•2411.3,2.1,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by-Fenestration Testing Laboratory,Inc„Test Reports No.'s k'TL-5980—R,YfL--6001—R and I+FL-6015LR have been revised and reissued on 12/29/09, all signed and sealed bySuliu Gonzales,P.E. (Submitted un(ler previous NU.A No. 09-0826.10) Jaime A Gascon,P.E. Product Control Section Supervisor ITA No.14A128.11 Expiration Date: I+ebruary 17,2020 Approval Date: February 12,2015 E=1 PGT Industries,Inc. NOTICE, OF ACCE>'TXKC t EVIDENCE SUIBMI'I CED B. TESTS(CONTINUER) 3. Test reports ow l) Air Infiltration Test,.per FBC,TAS 201-94 2) Unifoxni Static.Air Pressure Test,Loading per FBG,TAS 202--94 3)Water Resistance Test,per FBC,TAS 202-94 4).Large Missile fiiipact Test per FBC,TAS.201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 61 Forced Entry Test,per FBG 2411.3.2.1,and TAS 202=94 along with narked-up drawings and installation diagram. of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports Na,?s FTL-5980, FTI.,--5993, It`11,6036, FTL--6001., FT1-014, VfL-6015,FTI,..6017, FTI.,--6023, TTL--6024, FT-L-6025, IPT"028, FTL--6031, FT"033 and FTI--6036,all dated 08/10/09,signed and sealed by Julio Gonzales,P.E. (Snknitterl under previons NO,4 No, 09-082,6.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010 and with F.BC. Sth Edition- (2014), prepared by manufacturer,dated 01/30/15,signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTM 01300-09 D, QUALITY ASSURANCE 1. Miami-Dade Uepmiment of Regulatory and Feonomic Resources(RER). E. MATERIAL C +RTIFICATIONS 1. Notice of Acceptance No. 13-0129-27 issued to E.I. DuPont.DeNemours&CQ,,InC. for their"DuPont ButaciteO PVB Interlayer"dated 04/11/13,expiring on 12/11116. 2. Notice of Acceptance No. 11.-0624.01 issued to E-1 DuPont'DeNezuours& Co.,Inc. for their"DuPont Sentry Glas0 Interlayer"elated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of'conformance to and complying with FISC 5V`Edition (201.4),issued by manufacture, dated.12/17/14,signed and sealed by Lynn Miller,P.E. 2. Statement letter of cohfoiniance and complying with. FISC 2010, issued by manufacture,dated 01124/14,signed and sealed by Lywi Miller.,P.E. (Submitted under previous NOJ No. .1-4-0123.10) 3. Statement leiter of no financial interest,issued by manufacture, dated 01/24/14, signed and sealed by Lynn.Miller,P.E. (Submitted under previot4X NOA No. 14-0123.10) Jgitne D.Gascon,P..E. Product Control.Section$t+pervisur NOK No.14411.8,11 Fxpiratioa Date: Februw► v 17,20x0 Approval Dale: February 1.2,2015 E,--2 POT Industries,Inc. NOTICE OF ACCEPTANCE: L+'VIDE NCE SUBMITT);D F. STAJ` U,MENTS'(CONTINUED) 4. Laboratory compliance letter for. Test Report No. FTL-7554, issued.by Fenestration. Testing Laboratory,Inc.,dated 11/01/13,signed and sealed by Marlin D.13riimn,P.E. (Submitted under previous NOA No. 144123.10) 5. Proposal issued by Product Control,dated 08/12/13,signed by Jaime D.Gascon,P.E. (►Srrbmitfed underprevious NOA No. 14-0123.10). 6. . Laboratory compliance letter for Test Reports No.'s FTL-5980-R,I"1'L--6001-R and FTL-6015-R, reissued by Fenestration Testing Laboratory, Inc., all dated 12/29109, signed and sealed by Julio Gonzales,.P.E. (Subrrrilterl uncierpreviorrsNOA No. 09-0826.10) 7. Laboratory compliance letter for Test Reports No.'s FT-L--5980., 1F'M-5993, F1:L-6036, YU-6001,FTL--6014, FT"015, YM-6017,14-.U"023, FTL-b024, FTU-6025, FTI,-6028, I+,TL--6031, FTI,-6033 and FTL--6036, issued by Fenestration 'Testing Laboratory, Inc., all dated 08110/09, signed and sealed by Julio Gonzales,P..E. (Satfimitled.under previous NOA No. 09-0826.10) 8. Proposals No.'s 09-0177, elated 03/1.7 & 31/09, 09-0117A., dated 05/07/09, 09-0177B, dated 06/09/09 and 09-0177C, dated 11/18109, all. issued by Product Control, signed by lshaq Chanda,P.E. (Srrbnritted raider,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 "SG.D"770 Aluminum Sliding Glass Doors `v1 jvo Reinforcements", approved on 02/06/14 and expiring on 02/17/.15. Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No. 1 -0128.11 Expirntion Dote: February 1y,21120 Approval Date: February 12,2015 F-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:Group Anchor Substrate Frame Min.Edge Min. Member Distance Embedment INCLUDING POCKETS & 900/135° CORNERS Concrete(min.2.85 ksi) Head/S IUJamb 1' /8' GENERAL NOTES 1 '114"Elco Ultracon Ungrouled CMU,(ASTM 490) — Jamb only 2-112 1-1/4' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM C•90,min.2kel grout) Jamb only 2.112' 13/4• 2)DESIGN PRESSURES: `3 i A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300. S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Ns 3 ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114•Etca UltraconConcrete(min.2.85 kap 0 PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Un muted CMU ASTM C-90) Jamb only 1' 1-1/4' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,16-8or410 1e' P.T.Southam Plne(SG=0.55) Head/slltlJemb 9116' 1318' S.S.SMS, Aluminum,6053-T_5' Head/Sin/Jamb 3 0.08Y BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. Steel,A36' Haad/SIII/Jamb 3/8' 0.050• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (mlm 11 threadslin) Steel Stud,A653 Or.33' Head/SBUJamb 3/8' 0.0451• 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) Head/SIIl/Jamb 1-112' 1.318• NARROW JOINT SEALANT, 1/4'Elco 18.8 S.S. Ungrouted CMU,(ASTM C•90) Jamb only 2' 1.1/4' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA`S,ANSIIAF&PA NDS FOR Aggro-Gator Grouted CMU(ASTM G90,min.2 Rai grout) Jamb only 2' 2' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine(SG=0.55) HeadtSllUJamb 1' 131a• 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) Head/Silt/Jamb 9116' 1318' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 #12,Steel SMS G5, Aluminum,808345' Head1SIII/Jamb 1 318• 0.083' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11(hreadelln) _ Steel,A36' Head/*Wamb 310' 0.050• FLORIDA BUILDING CODE,AS APPLICABLE. Steel stud,A653 Or.331 Head/sll"Jamb 318' 0.0451' TEST REPORTS:FTL-5980,FTL-5993,FTL-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,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTSPER 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 CONCRETE/CMU 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 RECt"REMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET, 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 1-1/2"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.............1 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 FLIORIDA 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 MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......6 8 MAX.1/4"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,30N 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 Glass PARTS LIST.......................20 Type Description(Listed from Exterlorto Interior) EXTRUSIONS..... 21,22 03 7116'Laminated:(2)Liles ot3116•HS Glass with.090'PVB Inledayer PRODUCT RENEWED m oxfoying with the Floridu G3A 9118'Laminated:(2)Utes of 1/4'HS pass wilh.090'PVB Intedayer 94ding Cade r{ �F o 'HS Glass with.090'SO DESIGN PRESSURE RATING IMPACT RATING A.cu,,�ptat Ce No r�1 SEE TABLES 1,2&30N RATED FOR LARGE&SMALL p .fir 4.�VittISO SHEETS 6,7&e MISSILE IMPACT RESISTANCE t-Leminated I.G.:3118'T Exte or paoe+7116"Laminated;(2)Liles of 3116'HS Glass vdth.090'PVB Intaday'r GSA t'Laminated I.G.:114'T Exterior Cap+5118'Air Space+7116'Laminated;(2)Liles of3/18'HS Glass vAth.090'PV8 Interfaypr. G6 i'Leminated I.G.:3116'TExtedcr Cap+318'Air Spaee+7116'Laminated;(2)Liles of 3116'HS Glass with.090'SG Inledaye 'GLAZING NOTES: GOA I'Laminated I.G.:1/4'T Extedor Ca +6116"AIr S oe+7116'Laminated;(?)Liter of 3118'HS Glass hitb.090'SG lnterlaye) "ANN"=ANNEALED G7 7116•Laminated:(2)Utes of 3116'ANN G(as$with.090'SG Inledayer "HS"=HEAT STRENGTHENED G7A 9116'Laminated:(2)Liles of 1/4"ANN Glass with.090'SG Inleriayer "T'=TEMPERED ' ND.58705 GB 1'Laminated LG.:3118'TExtedor Cap 4-318'Alr Space+7116'Laminated;(2)W5 of 3116'ANN Glass vAth.090'SG Inleda)pr "PVB"=DUPONT.090"BUTACITE PVB = G8A 1'Leminated I.G.:114•T Exterior trap«511ti AIf Space+7118'Laminated;(2)Utes of 3718"ANN Glass With.090'sG Interlayer "SG"=DUPONT.090"SENTRYGLAS �,) :6 srarL or R.W avta. RsHtb+f: t0707ECFlNOLDDYDRIVE GENERAL NOTES AND MAP F ''.,FCORiVP.. N.VENICE FL 362)6mr r RetWay: qb: fwmaf)•1� SERIES 770 ALUM.SGO-LM IMPACT /�`SS1,NAIi A.LYNN MILLER P.E. R 10/10/14 . wx CERT.OFAU7H.A'28Jge a soo-7r0 NTS 1 d 22 PGTO130 RE.O56705 ATIONS NOTES: GU EXAMPLE CONFIGURATIONS ArLLiCONFIGURATIONSSHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"he,"Jc","KW OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTHpXXXXo,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 1 13 PER TABLES 1-3 1 c CAN BE OXXXp. _ ___ t t�J i — r 1 O 90"Y 2 S CORNER CONFIGURATIONS CAN 8E A COMBINATION 1 i � 19 � ¢ FANY2TRAIGHTCONFIGURATIONS. Gc Jw Je La -- MAX.UNIT 13 / 4 I o R R 13 s 1 1 I o ox 3 FOR NOM.PANEL WIDTH,SEE TABLES 1.3. z a MAX.UNIT / / c I z a ) HEIGHT / 1 I Q" HEIGHT1 t t I a PER TABLES 1-3 / i PER TABLES 1-3 "X"=OPERABLE PANEL, in "0"=INOPERABLE PANEL, a ¢ POCKET POCKET y POCxsr �'` p F—DETAIL LETTER x "w"=WOOD OR METAL INSTALLATION 1-PANEL J c d "c"=CONCRETE INSTALLATION CONFIGURATIONS tSHEET NUMBER MAX.UNIT WIDTH •F MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH Aw c NOM.PANEL WIDTH gr DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 12 3 t t PER TABLES 1-3 1 13 12 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" ills (m I Jw Jc Gc 9 Jw Jc 13 19 19 t MAX.UNIT t c t t0 t o g o MAX.UNIT 3 19 19 i °4 HEIGHT 1 1 1 I y HEIGHT 9 t 19 i ti 1s i w w PER t 1 PER TABLES 1 i° .TABLES 1-3 i o Pocxtsr I H � / / / / Pocxcr I ti 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS t2 °s ,w is tw Fa a 3 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH Ac w c Cc NOM.PANEL WIDTH PER TABLES 1-3 1 3 13 PER TABLES 1-3 FJw Jc I 1 C � ptYtngwlthftFloride SSS 11 c i o MAX.UNIT z hcaptat ca IJcMASEE X UNIT 12 1c 19 9 / ��a;y HEIGHT / 19 / NOTE ►iW+�+�nDate._ ?� f�j HEIGHT 1 t t / i ¢'� PER /e / S2.THIS HEET Ay -�-z�'� PER TABLES 1-3 / / / / t � TABLES 1-3 SHEET. I K 0 POCKET EXTERIOR `����• ��t FNgE'`�FP�� 5-PANEL CONFIGURATIONS 1 ,a\t2 tat i° CORNER,TYP. 1 N..58705 (OUTSIDE CORNER SHOWN, �--; — INSIDE CORNER SIMILAR) rsa,wer oam: rsmsuu: ee,a1�+• 0 •. STATE �, a ,,, ,. f0707ECHNOLOOYORtVE EXAMPLE CONFIGURATIONS F�oRtoP.•' orvAt.��'� N.VENICE,fl 3.7276 me i pow. 194IM80.laoo SERIES 770 ALUM. SGD-LM IMPACT '''f,,,11111 t`\ Janney: mte: and,ud pd": " �" 3n«e Jt"�N"' P., A.LYNN LUL LER,P-E. JR 10/10/14 CERr.OFAU7Ff.,72H28B 8OD-770 NTS 2 d 22 PGTO130 P.E.#5(3705 EXAMPLE CONFIGURATIONS i 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,"Kvw'OR"K(f 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 -ter---� CAN BE OXXXp. I 1 3 19 19 19 19 9 J I I � 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 13 19 s 19 j o OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT �! a HEIGHT, r 1 96"OR 120" l0 9 19 i,n s 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3, / 4 a ")C=OPERABLE PANEL, POCKET I y "O"=INOPERABLE PANEL, "p"=POCKET 6-PANEL CONFIGURATIONS I eo 1 13 t2 1 3 DETAIL LETTER MAX.UNIT WIDTH - / .��w^=WOOD OR METAL INSTALLATION CONCRETE INSTALLATION NOM.PANEL WIDTH 11 13 1w 13 t C SHEET NUMBER PER TABLES 1-3 Jw Jc i DLO WIDTH=NOM,PANEL WIDTH- 1 1s 19 ts. 1 is � ? DLO HEIGHT=DOOR UNIT HEIGHT-10.125" Ft u� PANEL HEIGHT—DOOR UNIT HEIGHT-1.866" MAX.UNIT HEIGHT 1 13 19 19 I ¢cr PER TABLES 1-3 q $°S4 POCKET] . 7-PANEL.CONFIGURATIONS z 13 MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 ff1213 Jw Jc I pRODUCTRENIMW ID 19 1 1 9 14 1 as complying wlththa Plmwa. c ? ItutldingCodaMAX.UNIT1919 1 I o C q Atuptanca NoHEIGHT 9 19 t9 Expiration ( � PER TABLES 1-3LYNN / / tJiom�i<g46d11Rc(ht�o� / L11L / POCKET 2 `��.���� n1/(( 8-PANEL CONFIGURATIONS 2 2 1 No.X8705 _ Rexaar. axe: Rewtnz awQ►m. •, ST4TE OF .' R 1070TECHNOLooVORW EXAMPLE CONFIGURATIONS %a��' FLOR�4?•' G`� M VENXC FL 1,275 R° 6y, OR. Rem (sary aso reao SERIES 770 ALUM. SGD—LM IMPACT A.LYNN MILLER,P.E• arexnty, D°(u' Ctxrhed mw ® SUYaikdd' 6w+; Sh°°+: Oviq Fb. Rrr. JR 10/10/14 CERT.OFAU7H.,y2920 SOD-770 Nrs 3 d 22 PGTOf30 P.E.1f587D5 I GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A 7/16"NOM. 7116"NOM. 1"NOM. 3/16"HS GLASS--\ 3/16"HS GLASS--\ 3116"HS GLASS .090"PVB .090"PVB .090"SG 3116"HS GLASS 3116"HS GLASS 74 3/16"HS GLASS 74 3/8"AIR SPACE 74 82 82 j 3/16"T GLASS 83 EXTERIOR 3/4"NOM. EXTERIOR C 3(4"NOM. X314"NOM. a GLASS a GLASS GLASS BITE BITE EXTERIOR 80 a 79 54 54 55 7/16"LAMINATED GLASS, TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1" LAMINATED I.G. GLASS,TYPE G5 'i 9/16"NOM. 9116"NOM. 1"NOM. 1/4"HS GLASS 1/4"HS GLASS 3/16"HS GLASS .090"PVB .090"PVB .090"SG__\ 3116"HS GLASS 1/4"HS GLASS 74 114"HS GLASS 74 5116"AIR SPACE 74 1/4"T GLASS 82 82 83 3/4"NOM. �I 3�4"NOM. 3/4"NOM. EXTERIOR GLASS EXTERIOR GLASS 58 GLASS a SITE a ( BITE BITE I EXTERIOR 79 pR 54 5455 m°ompiyin8 w16�ftf lorid�a`yy Building Cade Acceptarne Na E bate 9/16" LAMINATED GLASS,TYPE G3A1" LAMINATED I.G. GLASS,TYPE G5A e _ Miami Dads Prod"cl Co"!ml GLAZING NOTES: �`ot1Y LYNN�,;'1ii,� "ANN"=ANNEALED "HS"=HEAT STRENGTHENED P ::T'=TEMPERED �k No.56705 zY "PVB"=DUPONT.090"BUTACITE PVB f "SG"=DUPONT.090"SENTRYGLAS Revsa Vm RV kk�s N7 ENICNNDGOGYARNE 275 i GLAZING DETAILS S''iE OF N.VENICE.FL 31275 � i'�S,FCORIO�:.•',U,� elm: /arr�aaso rsoo SERIES 770 ALUM.SGD-LM IMPACT .,��S/}NAL satnx eats aeax: —lv- rt r. Puy 41MII-LER,P.E. R pito/!4 C--RT.OFavn+.029M ® sterno NTS 4 d 22 PGT0130 P.E.9 58705 GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A I"NOM. 7116"NOM. 1"NOM. W6"HS GLASS 3116"ANN GLASS--\ 3116"ANN GLASS .090"SG 090"SG 3/16"HS GLASS .090"SG 3116"ANN GLASS 3/8"AIR SPACE 74 3116"ANN GLASS 74 318"AIR SPACE 74 3116"T GLASS 3116"T GLASS 83 314"NOM. EXTERIOR IA(VI 3!4"NOM. 314"NOM. 56 GLASS a GLASS 58 GLASS BITE BITE BITE EXTERIOR EXTERIOR a 60 7g 79 54 55 55 1"LAMINATED I.G. GLASS,TYPE G6 7116" LAMINATED GLASS,TYPE G.7 1"LAMINATED I.G. GLASS,TYPE G8 1"NOM, 9/16"NOM. 1"NOM. -- 3/16"HS GLASS 3116"ANN GLASS .090"SG 114"ANN GLASS 090"SG 3/16"HS GLASS .090"SG 3116"ANN GLASS 5116"AIR SPACE 74 114"ANN GLASS 74 6116"AIR SPACE 74 1/4"T GLASS 1 114"T GLASS 82 83 — 83 3!4"NOM. 314"NOM. EXTERIOR 3/4"NOM. GLASS 56 ? GLASS ;BITE 5o GLASS XBITE BITE EXTERIOR aEXTERIOR 61 79 a 79 PRODUCT RENFWF.D 54 A+55 comply6ig vtfih the Florida (/y 55 Strildbv Code .1w•8 Ampts=No eet A�c�3 7 1" LAMINATED I.G. GLASS,TYPE G6A 9116" LAMINATED GLASS,TYPE G7&, 1" LAMINATED I.G. GLASS,TYPE G8A +r, Miwm D_tc Pmc t(lbnh�� \ O�y LYNN GLAZING NOTES: �` �a��. .41...... •�rp "ANN"=ANNEALED "HS"=HEAT STRENGTHENED "T"=TEMPERED _ No.50705 _ "PVB"=DUPONT.090"BUTACITE PVB "SG"=DUPONT.090"SENTRYGLAS ".rode, txa R�ako► ^a� ffr( yt f ATE O 7V�1 10707ECHNOLOGYDRNE GLAZING DETAILSFIURIOP• N.VEMCE FL 34276 t� ' /�•'••' ��\�� �- cut.. N.V EW CE,F. SERIES 770 ALUM.SGD-LM IMPACT . A A1.. sexsxadae acs srnc aanany. a..: A.L1SiGNIA1ILL�}2,P.E. o n e a"a: t-d d ax., JR 10110114 CERT.OFAVTH.#292% SOO.770 NTS 5 d 22 PG70130 P.E.p58705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+601-60 Sill Height to Max.(+)DP confi uratlons ht2&3 on Sees (Water Iniltration Rating) 9 ) (May be limited by Table 1A) For comer astragal anchorage on 90°or 135°corner units,see sheet 11 Sill Riser Height (+)Deslgo Table applies to Glass Door Unit Height (FlaSheet 17)t or Box, Pressure,Pressure,psf Types 3,3A,5,54,7,7A,8R6,9.7 ' " sa' 96" &8A and the Stile/Astragal DLO 73-7 8"—DUO— 79-7 8' DLO 85-7/8"'DL Flush• -1/2' sae note 3 types shown below. Group Anchor Group Anc or Group Anchor Group ediuLow-2.1/2" +48:67 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-&114" +60.0 Head/Sil C4+1 C4+1 X4+1 + _ N+1 + 04+ +1 CA+1 C4+1 X4+1 C4+ C4+1 +i +1 C4+1 High•4° +60.0 24" l�0 Jamb 8 8 8 8 8 8 a 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+8 7+8, 7+8 7+8 7+8 7+8 7+8 7+8 23" Head/Sill C4+1 C4+1 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 04+1 �" DLO Jamb 8 8 B 8 B 8 8 8 8 8 8 8 B B 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+81 7+8 7+8 7+8 7+8 7+8 7+8 29 HeadlSlll C4+i 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 X4+1 C4+1 ti 36" 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 OH LENGTH E Head/Sill 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 H z 42" DLO Jamb 8 8 8 8 8 8 8 6 8 8 8 8 8 8 B 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 w OI OH RATIO a1 41" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = o 48" DLO Jamb 8, 8 B 8 8 B 8 8 8 8 8 8 8 8 8 B o P-hook 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 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 1-112"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 FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 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. DOOR UNIT HEIGHT-1.866" 0)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @ MEM Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90*Astragal Assembly 135'Astragai PRODOLTHENhtheF ur compty67g trlifi the Ftarida Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Building Code Standard Astra al Inside Acccptmxe Nucy4_0 o g Outside Co outside Corner E "'¢uet Corner ��y --�Ctb�. _L Inside s�� ��{ >rYIQfJ tij 'moi ( Corner Outside InsIdeCUrnerS' .•'��GENE''•,F� Corner Q Part 061(Stile) Part#61(Stile) �r Part N60(Stile) Part 111119(Out.) IJo.08705 Part 1160(x2) Part 060 Part k60 Part k60 Part IJii8(Corner part 0120(In.) Parts a31&R32 Part 0fi1 Part 067(Astragal) Receiver) (Corn.&Fxdmount) xe,ta es DOWH"Nshu: or.otiarc J (� '•. 'STAN SOF fOTOTECNNOLoOYDRIM DP AND ANCHOWE '% fi '••.�'t ORW?-••' �� wtA N.VENICE,FL 34276 roc f� is' fsal}aeo reap SERIES 770 ALUM.SGD-LM IMPACT �''1;i�+NII A H. A.LYNN M�LLER, A.E. JR 10/1Wf45QRW CERT OFAUTK A7 M J 300 770 NTS 8 d 22 PGT0130 P.E.M 58705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60 1-80 For corner astfagal anchorage on 90'or 135°comer units,sea.sheet 11 (May be limited by Table 2A) Table applies to Glass Types Wor Unit Hei hl 4,4A,$,BA,T,TA, 8&BA 80" 84' 80" 96' 102' 108' 114' 120' and the Stile/Astragal types 69-718'OLO 73.718'DLO 79.718'DLO 85-7!8'DLO 81-716'DLO 97-TIV DLO 103.718'DLO 109-7W DLO shown below- Anchor GroupAnchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor roup 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 Head/Sill + + +1 C4+1 04+1 CA+1 C4+1 G1+1 C4+1 +1 +1 C4+1 C4+1 C4+1 +1 +1 + _+ +1 C4+1 C4+1 C4+1 G1+1 C4+1 + + C4+ : +i C4+1 Cori C4+1 24' OLO Jamb B a 6 8 8 �8 8 a 6 8 8 8 8 8 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: 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+$ 7+8 7+8 ;7+8 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/SM 04+1 C4+1 C4+1 NO C4+1 C4+1 C4-11 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+i C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4r1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLO Jamb 6 8 8 8 6 8 8 8 8 a 8 8 8 a a ' 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 a+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 8+9 8+9 8+9 8+9 a+9 8+9 8+9 8+9 9+10 9+10 9+10 9+1019+10 9+10 9+10 9+10 Head/Sill 2 4+1 C40,040,04+1 04+t C4+1 C4+1 C4+1 C4+1 04+1,C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1104+1 04+1 04+1 C4+1 S 36' pL� Jamb 6 8 8 8 8 8 8 8 8 8 8 8 a 8 B 1 8 10 10 t0 10 10 t0 10 10 10 10 10 10 10 10 10 10 P-hook 6*7 8+7 0+7 0+7 7+8 7+8 7+8 7+8 7+$ 7+8 7+8 7+8 T+8 7+8 7+8 7+9 8+9 8+9 8+9 6+9 8+9 8+9 8+9 8+9 9+10 9+10 9x10 9+10 9+1019+1010+1019+10 d 35' Head/Sill C4+1 C4+1 C4+1 C4+1 04+1 C4+1 CA+1 C4+i C4r1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t 04+1 C4+1 04+i C4+I C4+1 C4+1 c4+1 C4+1 C4+1 G1+1 C5+1 C5+1 CAr1 C4r1 CSrt 05+1 a 42' DLG Jamb 8 8 B 8 8 8 8 a 8 8 a 8 8 B 8 8 t0 10 10 10 10 t0 10 10 10 10 10 10 10 10 f0 10 P hook 6+7 6+7 6+7 6+7 7+$ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 ;7+8 6+9 8+9 8+9 6+9 8+9 8+9 8+9 $+9 9+10 8+10 9+f0 9+10 9+10 9+10 9+10 9+10 HeadlSIH C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+21C4+2 C4+2 04+2 C4+2 04+2 C4+2 C4+2 04+2 C4+2 C5+2 C5+2 C4+2 C5+2 C6+2 C6+2 C6+2 C5+2 C5+2 C5+2 z 48' DLO Jamb 8 8 8 8 a 8 8 6 B 6 8 a 6 8 8 a 10 10 10 10 10 10 10 10 Irl t0 10 to 10 10 10 10 P-hook 6+7 6+7 stir 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+6 7+8 7+8 8+9 6+9 8+9 8+9 b+o 8+9 8+9 6+9 9110 9+10 9+10 9+10 9+10 9+10 9+10 9+So Head/3111 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 54' DLO Jamb 6 A, 8 86 B 8 8 8 8 8 8 8 8 a 8 P-hook 6+7 8+7 6+7 6+7 7+8 7+$ 7+6 7+6 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 Not available In these sizes HeadlSlll C4+2 04+2 C4+2 C4+2-2 +2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2C5+ C5+2 80' p CA Jamb8 8 a a 8 8 8 8 8 8 8 8 8 8 8 6- P•hcak 6+7 6+7 6+7 6+7 7+8 7+6 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 + ,7+8 NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH 1)POSITIVE.PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114"SILL. = 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; 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.(+)DP OH LENGTH ��— DLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) F 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 0 PANEL HEIGHT= (Flat or Box,see W uJ POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = O OH RATIO a 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = o DOOR UNIT HEIGHT-1-866" NOT RATED FOR WATER INFILTRATION. Flush-1-112" see note 3 p 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-112" +46.67 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-i/4" +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" 1 +60.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO= 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 Lockstlle @ PRODuCT REMiW1:D Assembly Straight Astragal Assembly 90"Astragal. Assembly 135'Astragal tisonmplyur6 with rhefbridu Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heap,-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile nuimingCa& 2J 0 Inside Accepmwe No-±`; Standard Astragal outsidesideC Outside Corner 6xolettogUate (2p Corner f miumi Dade' Odd 001NIP-.-, 1i - Inside � \\.� pt�`I LYNN A9/( eComer'11 InsidCorner Outside ,NCENS� •,FIs Corner Part U61(Stile) Part 961(Stile) Part 8119(Out.) Part M61(Stile) x: No.56705 Part 461(x2) Part b61 Part 1461 Part b67(Astragal) Part 461 Part#118(Corner part 4120(in.) Par(Corot&Fx Mount) Part 1161 l 0 --y R.WS), Dd.. Re 1bW D446. ' C) STA 'OF !1/` ey a„e, ae ons I=7ECHNOLOOVDRAW DPANDANCHORAGE ;���S,/`20moN..-, AL VEWCE,FL 34275 ta,: SERIES 770 ALUM. SGD-LM IMPACT 1.,;0NAI- e.r ate:+ e.r �1°t A"fiTM' Rrr A.LYNN MRA,P.E. Mr.OFAVTH,##29296 SOD-770 NTS 1 7 a 22 PG70130 P.E.458705 JR 10110114 TABLE 3: _ _ TABLE 3A: Design Pressure(D P)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maxlmurn DP shown below Sill Height to Max.(+)DP For comerashragai anchorage on 90°or 1351 comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door unit Hei ht Sill Riser Height (+)Design Table applies to t31 80" 84° 80" 1 96" 102" 108" (Flat or Box,sea 6,6A,7,7A. 8& 69-71W'DLO 7/6"DLO 79.718"DLO 8"DLO -7 O 97.718"OLD Sheet 17) Pressure,psf Astragat types shown below. Anchor Groupi Anchor Group Anchor Group I Anc or Group Anchor Group Anchor Group Flush-1-1/2" see note 3 1 2 3 1 4 1 2 3 v 4 1 2 3 1 4 1 t 1 2 1 3 1 4 1 1 2 1 34 1 2 3 4 Low-2-112' +46.67 Des n Pressure +/- r +1-82.5 ps +1-fox psi dium-3-1/4' +60.0 24' 17" HeadlS[it 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 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 DLO Jamb 8 6 B 8 8 0 8 8 8 8 8 8 8 8 8 8 1D 10 10 10 10 10 10 10 P-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+6 1 7+8 1 7+6 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 8+9 1 8+9 8+9 8+9 8+9 1 8+9 1 8+9 8+9 SEE NOTES 1-3 Design Pressure +/-90.0 psf +/-a6 per +/-75.0 pet 30- 23° Heed/Sill C4+1 C4+1 04+1 C4+1104+1 04+1104+11 C4+1 C4+1 I C4+1 I C4+1 I C4+1 I Q4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1104+1 DLO Jamb B 8 8 8 8 8 l 0 8 8 8 B 8 8 8 0 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+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/-90.0psr 1 +1$2.5 psf +/-76.0 pet 23' HeadlSlll C4+1 C4+1 C4+2 C4+2:G4+1 C4+1 C4+2 04+2:.C4+1 5+2 C4+1 CC6+2 C4+i C4+1 C6+2 C5+2 C4+1 C4+1 C5+1 C5+1 04+1 C4+1 C5+1 c5+1 L 36" OLD Jamba 0 8 0 8 10 6 10 16 10 10 10 to P•hoak 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 8+9 8+9 8+8 8+9 8+910 10 8+9 8+9 8+9 8+9 8+9 8+9 B Design Pressure +/-go.0pot +1$2.5 pat +/-75.0 par OH LENGTH 35" HeadJS111 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2_ C5+2 C5+2 C5+2105+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 06+2 C6+2 C5+2 C5+2 C5+2 C5+2 C6+2 Cb+2 42' DLO Jamb 8 8 8 0 8 8 8 8 B 1 8 10 8 8 8 10 8 10 10 i0 10 10 10 10 10 P-hack 6+7 1 7+8 + # 8+9 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 8+9 8+9 8+9 8+9T QI OH RATIO 2 1 Design Pressure See Note A below.. +/$2.5 psf +1-75.0 psf = 'I HeadlSlll f2+• C 2 C5+2 CS+2 C6+2 58+2 06+2 C6+2 C6+2 C6+2 C6+2 C5+2 C6+2 06+2 0 Jamb 14 1 -8 1 8 1 10 6 10 10 10 10 10 10 10 10 P-ho9+10 9+10 9+10 FOR EXAMPLE ON USING TAB L ,SEE SHEET 7. NOTE A:+(-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7 OH RATIO=OH LENGTH Pc DLO WIDTH= O HEIGHT WHEN USING THE 2-1/2"SILL,POSITIVE W R SING THE 3-1/4"SILL:POSITIVE WATER 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 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"S LL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN DOOR UNIT HEIGHT 10.125" TABLE 3 MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE QURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION 13 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 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 16&19 FOR ASSEMBLY DETAILS. Straight Astragal Lockstile @ 9D°Astragal Lockstile @ 135`Astragal Lockstile @ Interlock P hook Lockstile Jamb . l PtCIxLTtRNwE10 Assembly S, ig Asa al e13s1aeamplyNwith theF oda �/! d 7pith C da _I.L ut As al .; Iasi a W Y g outsld�C Outside Cornerk70f X10 - Corner r i r0i nods Pr p411Cf4gk� 1 Instde .'Ok LYNN 41j���ii�` Corner Outside �� t(ENS Inside.�orner Corner F r,,L,162(x2) Part 1161 Part 1161 Part R61(stile) part 1161 PartParails(SCotrner Part 0119(Out.} Parts 1131(&11!32 Part 961 * No.58705 Part 968(Astragal) Part 11120(In.) = Receiver) (Com.&Fxd Mount) _— �� LO05,.R+ _ Ranear• srATE br- N.70TON E,F1,SORNE[UiF DPANDANCHORAGE �`S.Ftotl�o. .•������ Z R, (WIM80,� SERIES 770 ALUM.SGD-LM IMPACT ''�I�aNA_0 _ p�iitt A.LYNNIILLER,P.E. SJR 10/10/14 CERT.OFAUTH.#29M 660 710 NTS 8 d 22 PGT0130 P P.E.e 56705 NO FRAME 7tW P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER DETAILS,SHEET 10 SEE JB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH SEE"C5"CLUSTER DETAILS, FORASTRAGAL SPLICE I REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 24"MAX.O.C. POCKETS INTERLOCK CLUSTER,SEE THIS AND 60"NOM. SHEET SEE POCKET 8)P-HOOK PANEL WIDTH DETAILS,SHEET,11 x x ( r-- _ - x x x x x x " 6'MAX. JAMB MOUNTING i 6°MAX. x x x x x� INSTALLATION, ADAPTER THIS SHEET ANCHORS MIDWAY i L C 3"MAX. &SHEET 14 BETWEEN P-HOOK I II 4 PAIRS OF x ANCHORS ANCHORS&AT 3" i ® C I' x=FRAME 96„ (TOTALS FROM TOP& i ANCHORS 21"MAX. ' BOTTOM I 1 ' o UNIT ANCHORS) MAX HEIGHT O.C. PER JAMB 4.051" 8"MAX.TO OPENING �4"MAX.O.c I„& O®=P-HOOK x� (SEE JAMB EDGE OF POCKET SEE w q ANCHORS DETAIL INSTALLATION I o¢ I® z DETAILS'Jc'&'Kc', oI m 0=P-HOOK BELOW) END PANEL SHEET 14&PART i $ I®I i MOUNTING ANCHORAGE DETAILS'J'&'K', I c II 3"MAX. ADAPTER 24"MAX. (2 ANCHORS) SHEET 19 FOR i a 1 ANCHORS x 6"MAX. x O.C. P-HOOK �--_._ x x x x x+ x END PANEL ANCHORAGE ANCHORS END PANEL x' ,x x, x * x x' x x x 61 M ANCHORAGE(SEE ANCHORAGE .+2. '+2' SKETCH BELOW) (SEE SKETCH BELOW) �.�2. "+2" °+2' ANCHORAGE ttt CENTERLINE S'MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL,,! 2.04" 24"MAX. EXAMPLE 5-PANEL 2 TRACK 90°OUTSIDE CORNER-pXX/XXO'-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: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1 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 60" CENTERLINE OF HEAD&SILL:B"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NOM, • I. INTERLOCK APPROPRIATE TABLES,SHEETS 6.8 AT EACH INTERLOCk AND STRAIGHT AND CORNER MAX. PANEL SEE"CS"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ApDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C. AXIMUM. FORINTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY; 5.64" "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHO} —_ CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT I cPNrra mor 6"MAX. 3.5REQUIRED AS PER THE FIGURE AT RIGHT: " eemous CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR T--42-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB P-NOOK ANCHOR DETAILS ON SHEET 14. } ANCHOR PAIR PRODUcr RMEWLID "+2"ANCHORAGE SEE"C5"CLUSTER; END PANEL ����'nlr�++s��tAoFbrid. REQUIRES Accei�Cadc CENTERLINE CENTERLINE "CS"CLUSTER,SEE DETAILS,SHEET 10. ANCHORAGE Autptamce No • OF OF F. bn Dyne DETAILS,SHEET 11 I� FOR ASTRAGAL (2 ANCHORS) 8" J 1 al INTERLOCK AS I I MAX. j • 4.051" 3.5" - - I 'mi Pada •i c/3c r 1 • ------ - — • •' •- — � N{ LYNN �`� \O .••r 1( �i EXTERIOR CENTERLINE "+2"ANCHORAGE '--CENTERLINE "+2"ANCHORAGE CENTERLINE - �r No,68-105 OF PANEL 3 I OF PANEL 4 OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE.ANCHORS LJ.R °°� R 1.70 CHNOLOGY RNE ANCHORAGE SPACING&EXA Of AMPLE PLANS -p�SS F�oR,o.C`a���':` �� a (941)460-IWO FSERIES 770 ALUM.SGD-LM IMPACT ""t9lOINALI�,��` motet sem aroec of ivu. R"' A.L'IM 91LQEA,P.E. Af B' OQa �"�� CER!.OFAUTH..A79Z9d. C9 SGO.7l0 NTS 9 d 22 PGT0130 P.E#58705 ro/fala 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ( ASTRAGAL OR • SPLICE LOCATION 2.04 INTERLOCK-Y_iF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK "'-IF NEEDED 2.04" CENTERLINE I CENTERLINE "CB"CLUSTER DETAIL) CENTERLINE , 1.75" EXTERIOR 6"DIAG. 1,75"� I 7" 7" 3.5" 21^ 4' DIAG_ --_ 4"DIAG O.C. ExreRloR 2.oa° z.o4„ MAX.=2.04° 11 21" I-. .. I 5.64" MAX. 3_9' 4"DIAG. t 7" 3,5^ O.C. EXTERIOR 7° y. EXTMOR �" ,�,- EXTERIOR !� 716"MAX. .,� WRI. ER CL �' s ; TE C C) RE REQU "(4") A A "C5") A GH• f E 6") A 6°MAX. l tl13AFlRl 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR I SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK-4—IFNEEDED INTERLCCK-� CONDITION,USE INTERLOCK- i IF NEEDED EXT ANCHOR PAIR CENTERLINE I CENTERLINE "Co CLUSTER DETAIL) CENTERLINE L. 3.5" 2.04 3.5" 7.. r ----- -- -- .... ANCHORS MAY BE INSTALLED -" 21" EITHER.IN THE EXT.OR INT. 2.D4' 4"DIAG. MAX. TRACK(INT.SHOWN) 4,08„ O.C. 2.04" -- NOTES: _ - 5.84" 1.ALL DIMENSIONS SHOWN EXTERIOREXTERIOR 4"DIAG. EXTERIOR_ 3.5" 7" 11_ 3 5„ ARE BASED ON MIN_ 3-TRACK FRAME HEADISILL `� 3-TRACK FRAME HEAD/SILL v 3 TRACK FRAME HEADISILL 6"MAX. ALLOWED. ASTRAGAL OR INTERLOCK a(�ASTRAGAL OR INTERLOCK 0-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,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL OR {SPLICE LOCATION ASTRAGAL OR I , ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCK-- IF NEEDED INTERLOCK�f (FOR SPLICE INTERLOCK CONDITION,DQ NOT CONDITIONS ONLY: CONDITION,USE CENTERLINE USE THIS DETAIL SPLICE LOCATION CENTERLINE I. CENTERLINE t "C6-CLUSTER DETAIL) ) IF NEEDED 1.75" -14 3.5" 3.5" 7., —" 3.5" �-- Alp W016 4"DIAG. 2.04" 2.04" as ootnplyirtft wldk —1 Ow Flotid, 4"DIAG. _ su;idis�g(ode 2.04" 6.37 DIAG 4 DIAG E' 10% - ' t 4.08 2.04" Suss. ' a°DwG. --_ -_ ..... dre,n;aadsPrct�Iy'S5`i`r!`/>T---; EXTERIOR EXTERIOR EXTERIOR 3,V V 4-TRACK FRAME HEADISILL IC7 4-TRACK FRAME HEAD/SILL IG 4-TRACK FRAME HEAD/SILL Q . 0 ASTRAGAL OR INTERLOCK (cD ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK No.58705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") _ -� . ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION -d ??1 70 � RrwOer. Wtc ='0 STATE F W�` _R._lMr 1070TECHN0L00YDRIVE ANCHORAGE,EXAMPLE CLUSTERS `,S '•.FcoRso�. ''���: N.VErTCF Ft 3427s Ter � NA1 F\ a R R° /srr}ae01e0d SERIES 770ALUM.SGD-LM IMPACT ��,.,,r am„"ey; a-L. u."rora A.LYNN MILLER,A.E. JR 10/10/14 CERT.OFAUTN.W9296 "' SOD-710 NTS 10 d 22 PGTO130 P.EA58705 2.04" 2.04" —" INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN 4°DIAG. 4"DIAG. 8.94" ARE BASED ON MINIMUM 6.12" 6.12" 3.5" 3.5" ALLOWED. INTERIOR / INTERIOR 7" INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR 90° 3. 90° QUANTITY AND SPACING, EXTERIOR AND WOULD BE IDENTICAL EXTERIOR VEXTERIOR 4"DIAG. ° 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. ° 3.5" 4„ 3.5" 4" 3.5" 3 4" EXTERIOR „+1"ANCHOR 2.04° EXTERIOR 2.04" 7' y 2,04" EXTERIOR 4" 2_QQ" 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 II CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHEIAE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER 1'—OF PANEL ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED," ANCHORS ARE REQUIRED,"C6") 4.08" "+2"ANCHOR INTERIOR EXTERIOR INTERIOR 4.08" 4" "+1"ANCHOR 2.04" INTERIOR 3.5" INTERIOR 7'41" _- •^ ,. ...-- 4°DIAL. 90° 7" 135° 1- -F EXTERIOR - CENTERLINE .3 1 OF PANEL 3.5"' 4.08" '" 4.08" "+3"ANCHOR 5.37" G. 6.37" AG. 7" ' CENTERL INE ° - 204" 3.5" 4" 3.5" ! ,/ter OF PANEL 4"DI EXTERIOR 7" EXTERIOR �-- 7" 4" INTERIOR ON "+2"ANCHOR --�- 3.5" -"- 90°CORNER 135°CORNER ExreatoR ALL 7 nnVIEWS CENTERLINE 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL V ��OF PANEL ("C6"ANCHOR CLUSTER REQUIRED (°C6°ANCHOR CLUSTER REQUIRED 2-7RAGK FRAME HEAD/SILL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" ._.. ..... . INTERIOR 2.04" _ -- - —+- 2.04" 3.5" - -�— r 12" ` CENTERLINE EXTERIOR �'r_ 4' INTERIOR 5.881, OF PANEL INTERIO$ 90° 3.5" 135° "+3"ANCHOR 4" .04" _ I 71 PRODUCTJtENWEID w coinplyhp vAIhlU Ffotide 6.12" 4'p.. ° 8.12" „ G 3.5" 4.08" IJwldingCoda —A �F - " .capimceNo���J 7" EXTERIOR Ex ofi f-t t __. 2.04" —► 3.5" 4" -► 3.5° 3.5" ... _ ;_ ko5 4°DIAG. pli:cui Haar 1't t u nt.of EXTERIOR 7" EXTERIOR 4" 2.04" ~ I CENTERLINE \`�. riy �}NN r1/4!<,��i' 90°CORNER 135°CORNER OF PANEL `,�Z • '���rrvsE'•.FP 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL ("C8"ANCHOR CLUSTER.REQUIRED ("CS"ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEADISILL No.58705 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS INTERMEDIATE ANCHOR LAYOUT ) (3-TRACK SIMILAR) o'•• e„ R. Coro r>cx+vaQorn ANCHORAGE EXAMPLE CLUSTERS % FcoR�u?. MUM ,,FL 34275 nw ��i10. s/ ...•..••�,.���,�• FIFa R (94148-+ SERIES 770 ALUM.SGD-LM IMPACT �.,., ONA1 G"°ney: am: Ctndr wm: 4vbouw4r r t"` sr"°r A.L11f�AMILL�R.P.E. JR 10110114 CERT oFAu1N.A78296 ® sca»0 NTS i! Y22 PGT0130 P,E•p 56705 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 SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A, SEE TABLE A,SHEET 1 2-1116"' 2-1116"' 2-1116'' NOTES: EXTERIOR . . 114" 1..ALL DIMENSIONS ._._._ 114" ----.___----_:�------ __-_ 114" -- -- -- -- ----- --- ���� MAX. -�� % r MAX. MAX. SHOWN ARE BASED - EXTERIOR ``__ �> L�•-� .7 i EXTERIOR SHIM _._ L = 111 SHIM ..... ._ SHIM ON MIN.ALLOWED. - EMBEDMENT: r j -- -� 2.METAL TE WOOD SEE TABLE A, -1 ` t SUBSTRATES MAYBE 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 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 'DIAGONAL O.C.IS e 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) w d• Bw WOOD INSTALLATION L1v METAL INSTALLATION OR 6"(JAMB)SEE WOOD ANCHO 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 1, 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))� SHEET)� SHEET 1� ..... ., 14 MAX. _ _ (IM"MAX.) EXTERIOR I EXTERIOR ``� = EXTERIOR ` ' �_� • EMBEDMENT:SEE TABLE A,SHEET 1 2-l116-'--' -I 2-1116"' �— I` �2-1/16"• --- — 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 �'GK3E &E�,3-TRACK FRAME SILL �4-TRACK FRAME SILL Ew WOOD INSTALLATION METAL INSTALLATION EMBEDMENT: TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 �I SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE 1 SEE TABLE A, METAL TYP., TABLE A,SHEET 1 ---i SHEET 1 SEE ANCHOR EDGE DISTANCE: I NOTE 4,SHEET 1 2X WOOD 2X WOOD SEE TABLE A, TYP.,SEE ANCHOR TYP.,SEE ANCHOR PRODUCPRENBWEMD SHEETI NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., 2-1116" as o by wichtu p� { A tena.Ne I SEE ANCHOR NOTES - 2-1116"' hMp�mlion Osie WOOD ANCHOR TYP., 2-1116"' &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 yam ' L, k &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS ,q;:..,,;p„;,P„ 1 &TABLE A,SHEET 1 EXTERIOR METAND THE \\\��`ly LYNN EXTERIOR n EXTERIOR f7 SUBSTRATE \��p''��C7 NS`r CfFQ, V 1/4”MAX.SHIM -►+I+ 1!4"MAX.SHIM I+- 114"MAX.SHIM Mo,58705 E 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB = f Hw WOOD INSTALLATION iw METAL INSTALLATIONAA re Ra seeq �a s RI&IMS oavban ' STATE OF L'I Dow1070TECHHCLOGYORNE ANCHORAGE DETAILS ;U�''•. F�amv!`••.'�`�� H.VENICE PL 3027b raK R R 1941}"80.1800 SERIES 770 ALUM. SGD-LM IMPACT '/SS.......... • F`a as s� mro: powa mm: ® °'"".w sas — 6-4v Rot. A.l.1�ANMILLWP.E. JR itNlO/!4 CER T.OFAUTH.#29M SGD-770 n1T.S '1Z d 22 PaT0i30 P.E.k51i705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE _ EDGE DISTANCE:SEE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE TABLE A,SHEET 1 CONCRETE CONCRETE SHOWN ARE BASED A,SHEET 1 — 2-1116"` PER TABLE 2.1!16"• PER TABLE 2-1118"* ON MIN.ALLOWED. 1"1XCONCRETE A,SHEET 1 _ A,SHEET 1 - -- .. . 1/4" E%TERIOR "DIAGONAL 0 C IS MAX. MW 4":(HEAD&SILL SHIMOR 6" JAMB SEE )EMBEDMENT: 114" EXTERIOR 1!4' EXTERIOR DETAI S,S TS SEE SHEET 11SM Mme' 0&11. SHIM PROPERLY SEANCHOR TYP., PROPERLYSECURED1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK T ., HOR NOTES& WOOD BUCK.TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE -SEE ANCHOR NOTES 8 ANCHOR NOTE 3, ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 3-TRACK FRAME HEAD a4-TRACK FRAME HEAD Gfl` - jdNST+ Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE.ANCHORTYP., 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 SEEANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1/4"MAX.) SHEET 1 _ ( 4 M . SHEET 1 (114"MAX.) { 1/ " AX.) \ 1 EXTERIOR EXTERIOR _, " EXTERIOR CONCRETE. 2-1N6"` 2-1l1rrr6"' --h+—�I �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 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A$FIE 1 A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ja 3-TRACK FRAME SILL 4-TRACK FRAME SILL -tC3,CREa7iEillGSlTrA AC7' Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A.SHEET 1 I EDGE DISTANCE' EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 � �} SHEET 1 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE SEE TABLE A. 1X WOOD BUCK TYP., TABLE A,SHEET 1 SHEET 1 SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: PROPERLY SECURED i SHEET 1 SEE TABLE A, 1X WOOD BUCK PROirUL�,H MWED TYP.., SHEET 1 1 X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONCJCMU ANCHOR 2-1/16"' deF7or14s SHEET 1 SHEET 1 TYP.,SEE ANCHOR_ srneNo , 2-1116"' NOTES&TABLE A, ImlionD3 TYP.,SEE ANCHOR CONC./CMU ANCHOR CONC./CMU ANCHOR 2-1116 SHEET 1 CONCRETE � ' - TYP.,SEE ANCHOR Nami Da NOTES&TABLE A, p SHEET111 CONCRETE NOTES&TABLE A, EXTERIOR PER TABLE EXTERIOR OR CMU SHEET 1 CONCRETE A,SHEET 1 R I EXTERIOR y ��GEriSf P i `/114"MAX.SHIM -+-I}�- PER TABLE nn�� OR CMU v ; A,SHEET 1 V 114"MAX.SHIM --I I-� PER TABLE A,SHEET 1 VVMAX.SHIM --� - - No•'a _ J .R 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB /{-7 'R Z. T ! I It 1 74cT He CONCRETEICMU INSTALLATION Qfc CONCRETE/CMU INSTALLATION RevW amC - ''� `• STATr:Or amu: oe R r070TECHNOL00YURNE ANCHORAGE DETAILS N.VENICE,FL34775lQRIA1 IsarNsarsoo SERIES?TO ALUM. SGD-LM IMPACT 10NAL wxtdet sm;. &.ovm' A.LYNN MILLER,P.E. SJR 10/1014 CERT.OFAUTM,M206 soo-770 NTS 13 d 22 PC,T0130 R° RE.#58705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED ATALL 2.693°MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE S ON THIS EMBEDMENT:SEE TO PREVENT DISTANCE SHEET 2,FIGUREFIGURES FOR WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONC./CMU �. PURPOSES ONLY.SEE SEE ANCHOR NOTES ANCHOR TYP.,SEE EMBEDMENT: - -- &TABLE A,SHEET 1 26D5pANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, -_--' '� — '-��- "� ALL APPROVE -_---- (ALSO SEE TYP. ' TABLE A,SHEET 1 SHEET 1 - 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE SUBSTRATES. 0 DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR '' ' ' ' REQUIRED P-HOOK SEE TABLE A, P-HOOK MOUNTING AND.P-HOOK 20 SHEET 1 , ADAPTER CONC./CMU PHOOK WOOD ANCHOR TYP., EXTERIOR r - ANCHOR TYP.,SEE v MOUNTING ADAPTER SEE ANCHOR NOTES P-HOOK :•''"" ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT;SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.Fi93"MIN. CMU PER TABLE TABLE ASHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) A,SHEET 1 , ILLUSTRATION,SHEET 9 EDGE DISTANCE } ®P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN. CONCRETEICMU 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. EMBEDMENT:SEE P-HOOK.MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC.ICMU NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP-,,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE CMU PER TABLE __-_ ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEE71 ' A,SHEET 1 SUBSTRATE r—�FOJE &TABLE A,SHEET I r '•'..'. .. +. .':'. (ALSO SEE TYP. (ALSO SEE TYP. EMBEDMENT: ILLUSTRATION,SHEET 9) ILLUSTRATION, SEE TABU A, 20 EMBEDMENT: SHEET9) SHEET 1 „P SEE TABLE A. DISTANCE:SEE •' SHEET 1 TABLE A,SHEET 1 a 1-1/4"MIN.EDGE DISTANCE 30 — 30 J� P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIORp SEE ANCHOR NOTES 8 TABLE A,SHEET 1 ANCHOR TYP.,SEE Bst d�y�wilhft F7odde ANCHOR NOTES&TABLE t C04 (ALSO SEE TYP. AcZace N. 2.693"MIN. A,SHEET 1 Ez ILLUSTRATION,SHEET 9) 2.693"MIN.EDGE DISTANCE (ALSO SEE TYP, EDGE DISTANCE { f?Ly ILLUSTRATION,SHEET 9) fay -_ rte- ? Nfit,mi Dad'!Pc�t�ijmc6Irlyl• � P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19,#21,#23OR#25, Kc PARTS#19,#21,#23 OR#25, ONV METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR \��.•''�jCENsg '•. P �t (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT Q��. No ,8705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY ° 3 or- 1070 �FS cu germ aarc SYr.NB 1070TECHNOL YCRIVE ANCHORAGE DETAILS �� FLOR\OP•' 0 N.VENICE,FL 34276 rs>; � IUNA�-��`"• 7 RG M. °"� Re user/esate0o SERIES 770 AL UM.SGD-LM IMPACT 11,r+I 1 I I I ti` aaa"B: aro: nate: pj of°vmtS0'1 y1E° a ivK rte A.LYNN MILLER,P.E. JR 10110/14 CERT.OFAUTH.#29296 SCC•770 NTS 14 a 22 PGT0130 REA58705 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT W107H MAX. NOM.PANEL WIDTH HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 FLIN TERIWIDTHOR SHEET 18;INSTALLATION 1 DETAILS'AV&'Ac',� EXTERIOR SHEETS 12&13 1 90e PANEL PANEL PANEL TYPE TYPE PANEL CORNER DE7AIL'N2', TYPE 'QS' 'AS' TYPE SHEET 19&CORNER 'A' 'K' ANCHORAGE SHEET 11 ' NOM. MAX.UNIT MAX. / / MAX• HEIGHT INTERLOCK DETAIL PANEL PANEL % WIDTH L DLO PER 'M',SHEET 19 HEIGHT SEE PER / HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 �+, 1-3 MB DETAIL'G3',SHEET X X K 18;AINSTALLATION DETAILS X 'GW&'Gd,SHEETS 12&13 / 90° SILL DETAIL-D',SHEET 18; INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER,4 PANELS-XX/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" #8 X 1" 410 X 1-112" PH SMS PH SMS 110DU47 RENEW C•D ks complying with Tho Florida wldL�gCodc � PANEL CORNER FRAME CORNER `°1 � DETAIL DETAIL liumi 17ude ego �tUl� NOTES: .......... ( 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE,SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. .`c� PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. it = 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. t z7 r. Date: Rerhkwtc l/ I ,77• �( R"B ` Rettsbne: 1070 T ECE110LOG 5 RW TANCHORAGE DETAILS/EXAMPLE ELEVATION SERIES 770 ALUM. SGD-LM IMPACT ''EEE,:�'��;+�'� (941}g86.1600 I Dmmey, mei Rwrkoa min: g� $-w sra�e tv.*vw Roe A.LYNN MILLER,P.E. ' JR 1QH01M CERT,OFAUTH•M2W SOD•T70 NTS 15 a.� PGTOi30 P.E.#58705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB OETAIL'G3',SHEET 18; '�-INSTALLATION DETAILS'G V&'Z SHEETS 12&13 HEADER DETAIL'A',SHEET 18; MAX. iXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',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 'Awl&'Ac',SHEETS 12&113 SHEETS 12&13 Tom, Gw'&'Gd,SHEETS 12&13 SHEETS 12&13 ( 90° Q I EXTE IOR INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL 'R' 'L' 'D' 'A' TYPE TYPE TYPE TYPE V.SHEET 18 MAX. ,A, Cg 'QS' K MAX, r ! NOM. ! / UNIT / UNIT DE OUTSIDE CORNER PANEL HEIGHT SILL DETAIL NOM. HEIGHT DETAIL'N1:,SHEET 19 8 ! WIDTH TYP. ! ! PER 'D',SHEET ! PANEL ! PER CORNERANCHORAGE MAX. PER SEE TABLES 18; MAX. WIDTH TYP. ! SEE TABLES SHEET 11 DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2. 1-3 INTERIOR HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 a a DW&'DC', EXTERIOR O X x X SHEETS 12 jX �j NOM.PANEL&13 WIDTH TYP. _� X X PER TABLES SEE FRAMER, 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 'DW&'Dc',SHEETS 12&13 EXAMPLE: 90a OUTSIDE CORNER-XXIXX(2-TRACK) JAMB DETAIL-11',SHEET 18: ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 18 INSTALLATION DETAILS'lw'& L2,SHEET 19� '� INTERLOCK DETAIL V,SHEET 19 'Ic',SHEETS 12&13� U HEADER DETAIL 41 JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J`8'K',SHEET. B',SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jtnr, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET DETAILS'Bw'&'Bc', DETAILS'iw'&'Ic',SHEETS 12 8 13 18;INSTALLATION DETAILS Hw'&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 1d SHEETS 12&13 CW'&'Cc',SHEETS 12&13 I� MAX.UNIT WIDTH r— MAX.UNIT WIDTH —I PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE i TYPE TYPE TYPE TYPE Tv ,L, ,M, ,F, i M, F T. MAX. MAX.UNIT NOM. ' i NOM. UNIT ltODUCfRV r HEIGHT ! ! PANEL ! z I PANEL A HEIGHT ro,rply�wldlthcEWA& PER WIDTH TYP. ' t ! / I WIDTH TYP. / PER eta coag !?_8 � ry / ! / �u�+ I ceaptanaeNu i/S- TABLES MAX. PER Y I MAX. PER TABLES SEE � I SEE Expireuon a 1-3 DLO TABLES 1-3 a DLO TABLES 1-3 1-3 HEIGHT SHEET 15 i SHEET 15 HEIGHT hfiumt tiYNh'4l!( O X X X t X X X O (F EXAMPLE:OXXXp SILL DETAIL'E',SHEET 180� EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;f =7`C NO.58705 _ (3-TRACK, RIGHT POCKET} INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS 'Ew'& Ec',SHEETS 12 813 'Fw'&'Fc',SHEETS 12&13 rc ti,r2� 11/ rseme/: o,a: tea• oewoaxr ���a'•.• $TAT E O� xe,se 0301120707ECHNOLOGYDRPIE EXAMPLE ELEVATIONS Ca ; rsew&na N.VENICE,FL 84276 tac �i��S�.... (a4ry tea taco SERIES 770 ALUM.SGD-LM IMPACT aeme, Ora, Cfnuad wa: m S.JWA .d aw awx w.+irorro a" A.LY44�IUA,P.E. JR 10/10114 CERT.OFAVTN.k2920B 9GD770 NTS 16 d 22 pr, RES 58705 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 35 RECEIVER 11/F?�S' OUT R STILE WI HANDLE BOX OUT BOX IN W/HANDLE W!HANDLE WIHANDLE W!HANDLE WI HANDLE WIHANDLE 90 RECEIVER WI HANDLE W/HANDLE #118 #118 #31 #/31 i� "'T� •.-Ltd '—' #120 #119 #81 (f #118 081 #61- #61 k81� SINGLE LLJJ" L ;G TR TQ TC TA TV TW INTERLOCK � / F PP K / OUT 13oxom SINGLE B F P A C C IC SQ SC SA SV SW INTERLOCK FIXED IN 1�o0T laax9rJ STILE RR . R S s ' - FD FC FV FWSTILE (UOXOVIJ {a - LOCKSTILE W1 HANDLE D #toxo wx LU ASTRAGAL BOXouT LR / PANEL NOTES; W!HANDLE teaxouq 1.SEE DP TABLES 1-3,SHEETS 8-8 FOR PANEL Fr— ASTRAGAL / A J SIXES&DESIGN PRESSURE. Llj BOX IN !Y LEFT 'j�'INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF W/HANDLE eoxIN J r J PANEL PANEL ARE NOT REQUIRED FORANY CONFIGURATIONS )-- ASTRAGAL / T U STILE IExrERIOR STILE AND ARE NOT AVAILABLE, U) Box our 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES laoxour) PoxavrJ (#61),CORNER RECEIVER(#118)AND EITHER LL ASTRAGAL / T 1 1 PANEL"E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(4119)OR INTERIOR(#120)CORNER W BOX IN ll APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J Born (BOX W) 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES 90 LOCKSTILE INT CORNERkRT CI /- (#131)AND CORNER ADDON(431). WI HANDLE#1 w EXT CORNER /� SILL RISERS OPTIONS --��-- .232" Z 90 LOCKSTILE_ T /_/S / —"I �— •232' Q WI HANDLE61t9 VC �+GG 232' EXTERIOR a EXT CORNER#61\r9 /1 ^^ 232' EXTERI� EXTERIOR (� .082- 90 RECEIVER -L� / .T ` -` EXfjR .062' r 4.055' W!FIANDLE #1v v V _L 0�� v3.305'2.555'INT CORNER#&1 1.587" 90 RECEIVER,* AT AV DFI .062- ,* 082" WI HANDLE #110 EXT CORNER #116 SILL RISER,�LAT' SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVER 6 CF / FLUSH,1-1/2" z0 LOW,2-112" 22 MEDIUM,3-114" 24 HIGH,4" EXT CORNER 1 `` t/ —. +— .750' .1 1~ .760"aRcmptyina willl1tho E orldx 135 RECEIVER�� VT V S Y F W!HANDLE —►{ �-+— .760' EXTERIOR 6uildif�Godo #61 I I 062'Aod ptwfco No �• EXTERIOR INT CORNER 1 EXTERIOR EXTERIOR 082" a Exp1�(ron Dat4o 35 RECEIVER W T WS Y Y F / a� 908' ,082" 4.055" r �g` Q. 1 py W/HANDLE g p .062' p 2.555" 3.305' Miami 1)4+,c Ynx1 C'�il r1 1.567• 1L. �._._JL^ � ._, - ���� y LYNN Al/( SILL RISER,BO XI' SILL RISER,80X SILL RISER,BOX SILL RISER,BOX 19 FLUSH,1-1/2" 21 LOW,2-1/2" 23 MEDIUM,3-114" 25 HIGH,4" tc: Ho.65705 NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 f tJJ; �'V '• jc 7?"Ef fS Lf rsnsaB�: aam: RsrbAxn: °" ��� '•. „TATEO� : y�`!. ey. 1010TECHN0L00YORIVE PANEL TYPES O,a FcoRIG¢,•• Com,` W7 l4)480-IWU us SERIES 770 ALUM, SGO-LM IMPACT ,'%cs`S�11O�,N�,,�'A� �-",' Vr n9yp wm: CU*Dd tt DOW rT S.WAI assn. an"ee u+"Mn. a... A.M �{uwk P.E. JR 10/10/14 CERT.OFAUTH.A2920SOO.770 NTS 17, d 22 1 PGT0130 P.E.058703 ASSEMBLY DETAILS - (SEE SHEETS 12-id FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH 60 OR 61 105 LOCK PART t 7 14 106 OF JAMFULLLEB GTH 14 75 8107-116 60 OR 61 —____. s0 OR 61 5 2-TRACK JAMB 60 OR si 16 5 Gi 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 "-- 6"LONG CLIP#105 WITH FOR FIXED - OPERABLE PANEL CLIP LOCK PART 105 @ W/RETAINER#106 - g0 75 8 107-t10 113 `j '' PANEL) MIDSPAN (SHOWN WITH FIXED PANEL TO L CK PART SEE DETAIL G2 JL 5 THE INTERIOR) �I-(,EXTERIOR 103 113 76107-11 103 FOR FIXED 5 BO OR 61 EXTERIOR PANEL CLIP 103 14 v 16 5 da 18 17 123 FULL LENGTH � q00 Ga 60 OR 61 #10 X 3/4- _ OF JAMBEXTERIOR SMS,X 3 2-TRACK JAMB 51 52 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR CLIP 080 OR#105 W/SCREEN 6"LONG W1 RETAINER#123 3-TRACK JAMB 3-TRACK JAM9 4-TRACK JAMB 4-TRACK JAMB @ 80 J (SHOWN WITH (SHOWN WITH ®(SHOWN WITH 1 SHOWN WITH (SHOWN WITH L__—_ H1 H2 11 12 MIDSPAN � � FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) [nn 6008 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR EXTERIOR 2 112 1 3 4 ! 45 5 113 5 113ri 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 a a a SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT 'OPT.SCREEN FRAME HEAD FRAME HEAD C FRAME HEAD HEIGHT PER TRACK TABLES 1-3 63 60 1--k 69 52 51 ERIOR EXTERIOR72 OR 73 OR 73 72 OR 73 RODUCCRENRWEO 46 11 aseampiyhtgwldilbe 10rida10 pculdUty Colo +;113 11 AazVtonce Vo &" 48 47 p 6 113 EXTERIOR113 112 5 haiumi D.hc P c�41%Pl�p� a5 5 \`SON' LYNN 2-TRACK W/SCREEN 3-TRACK 4-TRACK r ••'�10ENSF ' .•T FRAME SILL FRAME SILL FRAME SILL �. •.tit ' I4o.50705 ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3,SHEETS 6.8 FOR DP(PSF)ASSOCIATED WITH STILE. rAZTL-b�-Rvmer: Vex Rm§6m: DroapGre 4t ow r• Ota Fwz;u 1070TECHNOLOGYORYE VERTICAL SECTION DETAILS ;'��.',•..�Yort P, VENICE, •C�.js.� N. FL 34175 ma �i S�. ` -G. /94TH JW SERIES 770 ALUM.SGD-LM IMPACT ey aro ct odod. one sduwuoaee sac' sne°" w'"syµ* Rn A.LYNNrM�L1��1,P.E. JR 10/10/14 CERT.OFAUTH.4l29296 SGO.77U NTS 18 d 22 PGT0130 p.E.M5B708 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR et 113 118 28 28 7 30 11 113 43 83f 27 28 27 103 62 111 63 60 OR 01 800R61 400R61 65 28 14 20 120 65 BS 5 EXTERIOR 111 62 V EXTERIOR 111 62 90° EXTERIOR P-H �/ EXTERIOR INTERIOR EXTERIOR EXTOOK FOR FLAT.OR INT.MOUNT)LS P-HK EXT.MOUNT ONLK FOR Y go. INTERIOR a 90° a LOCK PAfjT 80 OR 61 76&107 R10 75&10711 61 75&107-111 5 M INTERLOCK 14 113 — 60 I -- 60 61 B1 7�EXTERQR 113 rL EXTERIOR 113 - 11 67 `J 66 113 103 119,DEXTERIOR16ih STANDARD ASTRAGAL 467 F 7 L1 WITH STANDARD STILES#60 L2 WITHEt FEAVY-DUTY STILES#61 NVY-DUTY ASTRAGAL#68 1 2 TRACK SDHOWN NER N2 2-TRACK BROWNDO-INSIDE ER ITEM#61(HEAVY-DUTY 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 �INTERIOR 135° 5 i LL f� 11 PRODUCTt3EMSWGD 7 as complying with the Florida 135° Building Code 14 5 61 32 AaeplmtceNo r 41 103 Expi IIoavite � 32 11 6 EXTERIOR 61 p,AOad ruduct Couirdil 75&107-1-110 31 103 s1 EXTERIOR 14 7 135°INSIDE CORNER `.` U��.�Y w•..to �/ 02 2-TRACK SHOWN �a1:• ��GeNs� P 135°OUTSIDE CORNER ;c: N0,68705 _ Ot 2-TRACK SHOWN xotaey, nam: AMWnr L-� -� 1070 TECHNCL,OYORIVE HORIZONTAL SECTION DETAILS, CORNERS - (��NEjFL at?75 SERIES 770 ALUM.SGD-LM IMPACT ss� °RtC��,; eY nota arsx cve�uer acm: cnoaae wro: g D1'�'g1e' R°' ONN- A�LVNNht141:pF�,P.E. JR 10/f0/14 CERT.OFAUTH,#29M 90,1770 NTS 19 r 22 PGT0130 REA50705 Item POT PGT# Description Item PGT PGT# Description NOTES: Dw ,# Dw .# 1)ALL ALUMINUM=6063-T6 1 17300 61T300 2-TRACK HEAD 56 QUANEXITRUSEAL DURASEAL SPACER(COMPOSITE 2 173M 617303 2-TRACK HEAD WITH SCREEN RAL SEALANT/DESSICANT) 2)ITEMS.#33-39,57-59.66,78,84-99, 3 173M _617309 XTRACK HEAD 60 17325 017325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 017312 4-TRACK HEAD 61 17328 817328 PANEL STILE 0WAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 02 17327 617327 INTERLOCKADAPTOR 6 17317 617317 FRAME HEAU/JAMB ADD-ON 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 3)USE OF#12 OR 1513 REQUIRES 7 17304 617304 2-TRACK SILL _ 64 1729 71729 SILL END WEATHERSTRIP PAD MIN.#10 SMS OR 3116"MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328' INTERLOCK SCREW COVER ANCHORS @ 24"MAX.O.C. 9 17307 617307 3-TRACK SILL 07 17329 617329' ASTRAGAL 10 17310 817310 4-TRACK SILL y 08 17339 617339 HEAVY DUTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM RAIL 12 17315 817315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION ONJECTION MOLDED) 13 17316 617316 FRAME SILL SCREEN ENDADD-ON(SEE NOTE 3) 71 1695 71695 1-112"X 1"X314"HIGH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK"AD 72 8153 78153K TANDEM ST.STL ROLLER ASSY_ 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N' TANDEM NYLON ROLLER ASSY. 16 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 W/LONG TRIM PLATE 18 17322 017322 SILL RISER-FLAT,FLUSH,1-112." 76 _ 71032XIFPFX 910.32 X V FL.SS SCREW W/TYPE"F"TIP 19 17319 817319 SILL RISER-BOX FLUSH,1-1/2" 77 7103239 10-32 STEEL ZINC U44UT 20 1 17321 817321 SILL RISER-FLAT,LOW,2.112" 79 17357 617357 V IG BEAD 21 17318 817318 SILL RISER-BOX LOW,2-11T 80 17359 817359 7/16"BEAD FIXED PANEL CLP 22 17355 017355 SILL RISER-FLAT,MEDIUM,3414" 81 17380 617360 9116"BEAD 23 17354 617354 SILL RISER-BOX MEDIUM,3-114" 82 1224 BTP247K VINYL BULB WEATHERSTRIP 24 17323 617323 SILL RISER-FLAT,HIGH,4' 03 61745 1745 LOWE INC,11T X1110"SGL.SIDE ADH.TAPE,POLVETH. 25 17320 617320 SILL RISER-BOK HIGH,4" 100 8052 48052 ROLLER ADJ.HOLE PLUG 26 17333 617333 POCKETP•HOOK _ 101 72087 RNMO BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P•HOOK 102 1896 71696 DUST PLUG 28. 17334 617334 POCKET P-HOOK MOUNT 103 81W 78188X• 1"KEEPER 29 17335 617335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER 30 17348 617340 POCKET P-HOOKFOR BOXRISER 105 17344 017344 FIXED PANEL CLIP-6'LONG 31 17378 817378 11355 CORNER 106 17352 617352, FIXED PANEL RETAINER-9716' 32 17378 617378 1 135 FD4_D MOUNT 107 1739 71739 : HANDLE Kir.-INTERIOR RAISED WITH THUMB 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-RECESSED INTERIOR WITH THUMB TURN 41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710)04PPSOAX#10 X314"PH.PN.TEK-S.S. 43 8152 88152 SCREEN INTERLOCK ADAPTER 112 12.35 87SIB' WSTP,.210XA70-FIN SEAL 44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 64060 .187"X.230"FINSEAL 45 4317 - 612258 SCREEN TOP RAIL 114 710Xtl5PPX #10 X 1.112" 46 4318 812257 SCREEN BOTTOM RAIL. 115 710XPPT #10 X V 47 688 7SRAZ STANDARD ROLLER 116 720XIX 414-20X1'S.S. PRODUCYRHNLVRO 48 868 7SRAX STANDARD ROLLER-ST.SIL. 117 720X1 12X 014-20 X 1-112'S.S. tw comply&g with the Flodds BaildinaCode 49 4344 84344 SCREEN ASTRAGAL 118 17336 817336 90 DEGREE CORNER RECEIVER Amptan"No �j. b0 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL H c20 51 16% 61692 SCREEN SPLINE-.165' 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL By—1�Cc 52 1694 61694 SCREEN SPLINE-.150' 123 17352 617352 FD D PANEL RETAINER,718" Minmi Dac �'(p44ti1)ytYt��� 53 61816020 SCREEN CLOTH \�� Ny l: N 6ij7 54 1725 1/2"X4"X 1116"S(T.BLOCK,NEOPRENE 85+/S 1�13"M. ..... •11 55 1726 1'X4°X1/16'SET.BLOCK,NEOPRENE 85+/5 NOTES: i 1)ALL ALUMINUM=6063-T6 2 ITEMS#33-39,67-59,66,78,84-99,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 30"57 1 rr__ xe,.a , ow eaiwv: a.otenv SThTE OT• 7 N.VENICE FL3421fiinT PARTS UST ';a'rF•LOR1D1'; (j�`�� f94l)4$0_l&lo SERIES 770 ALUM. SGD-LM IMPACT _ _ 1 1 D—.Hr wro: fob: CERI:OFAUTH.#=W 30D-770 S'TS 20 d 2 � POT0130 A.LYREA58705 P.E. JR 10110114 0.080" 1.872" 1.211" 1.505" I i 0.081" -► �'- 0.062" -�{ _! 1.019" 0.081" 0,081" 1O2-TRACK HEAD 10 4-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 40 STILE 8.198" (6063-T6 AL) 6.526" 5,069" 0.080"I-L-1 A 1.0451.211 " -� 1.505" -I 1.993" 0.062" 0.081" O2 2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILLIj (6063-T6 AL) (6063-T6 AL) 82-TRACK JAMB 45 SCREEN (6063-T6 AL) O TOP RAIL - (6063-T6 AL) 7.105" 2-TRACK JAMB W/ 6.221" 8 SCREEN TRACK 0.080" (6063-T6 AL) 1.36" (�- 1.505" 0.875" + � --•� 1.36" 0.001" O3-TRACK HEAD O2-TRACK SIL W/SCREEN TRACK 0.081" --► L 0.062" (6063-T6 AL) (6063-T6 AL) SCREEN 40 BOTTOM RAIL 9.142" (6063-T6 AL) 4.49" - 0.081" -" 0.080" 1.211" 1.505" 7.105" 0.081" O4 4-TRACK HEAD JL�7 2-TRACK SILL 9.141" (6063-T6 AL) - (663-T6 AL) I 0.060" ROI)U(-TREN11WED 0.062" J I ildins in$wid11h0 Fl6flda Bui161ngCc+da ."r`5 0.780" Auapfancd No VV WJpfoaD0.060" 1.516„ F 1.990" -- +iA&& FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREENLYNN O12 13 END ADD-ON is 3 TRACK JAMB ,`� h " • • ./z! (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ��•' V�VEN�ti 'F� REQUIRES MIN.910 SMS REQUIRES MIN.#10 SMS ax Ido, 08705 OR 3116"MASONRY OR 3116"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS Qa 24"MAX.O.C. ANCHORS a@ 24"MAX.O.C. (6063-T6 AL) I t RWWW, Daft' flarbbw S�A7-f;OF1�� ME.-Ram 10707ECHNOLO©YDRWE EXTRUSIONS N.VENICE FL 34276 ` .....• ��`,. «„)480.IWO SERIES 770 ALUM.SGD-LM IMPACT .,, /()NA\-��, dawn e, Dax adv dm FF c."%kdt ama: swat u.rgnu R-, A., WMIL!Lvi,P.E. JR 10/1114 CERr.CFAUrH.p282Bb SGD6770 NT$ 21 d 22 PQT0.130 P.E.p58705 �-�-- 3.802" { �'- 2.304" 0.752" 3.602" 0.752" L I I � -7 1 �'L97�- 1.1631, C.885'0.574° 0.796" � 0:2(34" 0.080° 0.062° 0.233" --'O•062" FRAME SILL 0.075" P-HOOK MOUNTING P-HOOK SCREW O SCREW COVER 11 TRACK 2e P 063-T za ADAPTOR 29 COVER 0.080" O P 063-T FOR BOX RISER (6063-T6 AL) (6063-T6 AL) {6083 T6 AL) (6063:T6 AL) (6063-T6 AL) (6063-TB AL) 4- 3 " t .155" 4" 2.30" 1.488" 0.080° 1.739" C.062" 1.600 0.133" 1.600 0.062° -� 1.303" IT .080" 1.870" 1.888"018" I[- 0.830" 0.325" 1.974" 3.125" 3.125° 0.062" 2.44" -►- INTERLOCK INTERLOCK 31 135°CORNER 3z 135°FIXED MOUNT ea STANDARD STILE s1 HEAVY DUTY STELE s2 65 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6083-T6 AL) ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" - - 3.979" 4.125" --r 1.050" 1.050" �- 1.050" F0.075" ---If0.075" 1.645" 1.645" 0.062" 1.304" _ 1 _C l I} .289". .485" ._:-L iA fes---- 3.256 -►IJI 045° 045" -���+ .045" -►I�+ 281" 1 67 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL 6g TOP/BOTTOM RAIL79 GLA IIN G.6u BEAD,F G 7116" ZING 81 EAD LAZING (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.003- 1.03" 4" 5.621" T' � 0.080'. ° 0.050" RODUCI•REN RWGO fay FIXED 0.709 0.133" cmnvsyinlSwlththe Frorida, PANEL CLIP 2.893" 0.133" 1.498" tdldingCode _ I 6063-T6 AL 1.498' ( ) 0.080" upate 941 .550" -F�0.883�+- .,- 2�•��•• FIXED PANEL 5.621" 4" tiuini Dade Product Control 0.709" 123 RETAINER,718" --�I 120 90°INSIDE CORNER ASTRAGAL 0.080" -SII l (6063-76 AL) 2826 119 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) �` �0?.• <<ic �� 90°CORNER RECEIVER (6063-T6 AL) FIXED PANEL a 1 :• F 108 RETAINER•9116" (6063-T8 AL) (6063-T6 ALJ rrmader voto., Rmmma °ai"k"°" 0� C!° S�fATFCOr �. _41, 10701ECHN01OGYORIVE EXTRUSIONS NVENICE,ft34275 me �U"� •••.�LOtzlnt`••'' l;j'��: (94f)400160D SERIES 770 ALUM.SGO-LM IMPACT S FS, Eta; a.d.dily. sa °raoe as.Wra tm A.LIRNNMILLEf(,. .' JJH IOIIW14 �� CERT.OFAUTH.A29L90 ® 800-770 N�$ 22 22 PGT0f3� P.E.1 som