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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 IN t all a,� � �a 6 � � 9 tup <ss t• t� 21", I � •¢ ,. �' v P 6 L� L r sas;. a ate'' 701=4 $ Hooch Depri ;e m! BCIS Home Log In g User Registration Hot Topic } Submit Surcharge Stats&Facts Publications FBC Staff I SCIS Site Map Links Search Busines ' 1t«�1�rt4%, # Product Approval Professional "` USER:Public User Regulation !!MY t •I!p Product Approval Menu>Product or Application Search>Application List>Application Detail N'a ' q • �%= FL# �FL251R26 MI I Application Type evision >ner?-i:;�S Code Version 2014'• - Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ftp Product ManufacturerP,GTSInd1.10, ies t "'P6 1nclAddress/Phone/Email "090`fey Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 , (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category C-'ExtenofDoors Subcategory liiding..Extenggl) rAssemblies Compliance Method Certification Mark or Listing) Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/14/2015 Date Validated 09/17/2015 Date Pending FBC Approval Date Approved 09/20/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 1/15/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 C CAC 14-012}.Ijpdf 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 R26 II 14-0123.11.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 jSGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL.251 R26 C CAC 15-0106.07'rlP.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 - Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0106.07 HP.pdf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 ISGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0609.1l.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/18/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 I! 15-0609.11.pdf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 ISGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use _ Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 14-0123.11 Door.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 I! 14-0128.11 Door.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 t1 SGDtM7;70HPPj(La g'VMislile I'm`pact) WinGuard Aluminum Sliding Glass Door Limits of Use - " Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0106.08 HP LM.odF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for 1°FL25fl R26 I! t5-0:rs h(P Klldf WD— product performance information,anchorage details,and anchor e (Ve�ified6By)Miade 8,000-CER ize,and spacing information. type, Created by Independent ThirParty: Evaluation Reports Created by Independent Third Party: 251.6 JiSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.09 HP SM.vdf 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 FL2S1 R26 I1 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: 251.7 ISGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.12.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 I? 15-0609.12.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: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.10 DR.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 I! 15-0609.10 DR.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-2770(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 1/15/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0409.02.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 C CAG 15-0612.06 LM.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 R26 Ii 15-0612.06 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: 251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL 251 R-2.6 C CHC 15-0612. 7 S 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 FL25L Ri=I? 15-0612JI SM;p51f product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.(Kodf 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 F.L251 R26 II 15-0409.04.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 1226 II 15-0409.02.odf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: M 01 Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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: „p �A Ed 3CCnt7tF'm I:Tmcs- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 111512016 - '- iVI(AW DADS COUNTY,FLORIDA PRODUCTCDN'rnui,STCL'm DEPA$TAFIEI+NT OF REGULATORY AND ECONOMIC RESOURCES(RFR) 11805 SW 26 Street,Room 208 BOARD AND CODE AD21MZISTRATION DIVISION -.r(786)315-2590 F(786).3!5-2599 NOTICE OF ACCEPTANCE (NQA)- _ ►v%vw.mikntidade.eoWecenomy PGT Industries,Inc. 107.0 Technology Drive, Nolwntis,Fl.34275 SCOPF: This NOA is being issued udder the applicable riles and regulations governing the use of constrttplion materials. The documentation submitted.has been reviewed and accepted by-Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA. shall-not be valid after the expiration date stated below. The Mianil-Dade County Product Control Section(In.Miami-Dade County)and[or.theAIIJ.(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will.incur the expense of such testing and the AFIJ may immediately revoke, modify, or suspend the use.of such product or material Nvithirl their jurisdiction. RER reserves-the right to revoke this acceptance, if it is determined by Miatni-Dade County :Product Control.Section that this.pt'oduct ox inaterial fails to rneetthe regUitCrnents of the applicable{wilding code. This product is Approved as described herein,.and has been designed to comply with the Florida Building Code,.including the High-Velocity Hurricane Lone. L?ESCRIPTION: Series"SGD�'7]U"-�fiiitutiuum St$dit g Glsrss-Aaors`ty'/{40°&135°corners- T�.IYI.I. } -y „q. c APPROVAL DOCUMENT:-Drawing No. PGT'0130 (forinez YCxT00Q2 Rev.C),.titled-"Series 770 Alum. SGD-LM hnpa&?, sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised.on 01130115, signed and-sealed by Lytul.Miller, R L., bearing the Miatltt_Dade County Product Control Section Renewal stamp wilt the Notice of Acceptance mtmber'and Expiration date by the Miami- Dade County Product Control Section. 1VXISSILE IMPACT RATING:Ldxge aril`Sinta_.1llYlissi]e'1nrpacf Resistant LABELING: Erich-unit shall bear a pennaitent_laiie7 with the manufacturer's name or logo, city, state, series, and.following statement: ":Miami--Dade County Product Control Approved", unless otherwise noted herein. R.)GVISION of this NOA shall be'considered after a.renewal applicaticxt has been filed and.there has been no change in the applicable building code negatively affecting the performance ofthis-product. TERIVEWATI;ON of this NOA Will occur after the expiration date or if there has been a revision or change in the materials,ruse,and/ or manufacture of the product or process. Misuse-of this NOA.as alt endorsement of any product,for sales, advertising or-any-other purposes shall.automatically terminate this NOA. Failure to coutply with any section of this NOA shall be cause for termination and unioval af.NOA. ADVERTISEMENT! The NOA number preceded by the words Miami-Dade County, Florida, -and followed by'the expiration.date,may'be displayed in advertising literature. If any portion of-the NOA-is displayed,then.it shall be`donc in-its entirety. INSPECTION: A copy of this entire NOA shrill be provided to the user by the niantifacturer or its distributors and shall be available for inspection at-the job site at the request of the Bxiilding Official. This NOA revises and renews NOA leo. 14-0123.10 and consists of these pages 1 and 2, and evidence - pages E-1,E-2 and.11--3,as well as approval dac:unteiit tuentioued flbove. The submitted documentation.was reviewed by Jaime D.Gascon,P,E. MIAMt•T)AflE CQUh1TY .-•---�~�------N(}A MD.��-01.28.t.l��..., mom 0 '`Approvnl Datc: February 12,.2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBTNUrTED A. .DIZANVINGS L Manufaeturer's die drawings and`sections. (Submitted underprevious NOA No..14 0123.10) 2. Drawing No. PGT01.3fl, titled "Series 770 Alun. SGD LM Impac(", sheets 01 through 22 of 22, prepared.by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and seated byLyrai Miller,P.E. B. TESTS L Test reports on: 1)Air Infiltration Test,per FBC,,TAS.202 94 2)Uniform Static Air Pressure'fest,Loading per.F.13C,'CAS 202-914 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS.20.1-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Foj=d Entry Test,per FBC 2411.3.2.I,.and TAS 202--94 along with marked—up drawings and installation diagram of shiminum Sliding Glass Doors,.pmpared by Fenestration Testing Laboratory,Inc.,Test Report No.F TL--7554, dated 11/0I/13, signed and sealed by Marlin D;B.4tison,P.E. (Subtnitted w4er previous NOA No. 14-0.12110) 2. Test reports on: 1).Air Infiltration-Test,per FBC,TAS 202--94 2) Unifoult Static Air Pressure Test,Loading per FISC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large.Missile Impact'rest per FBC,TAS 201-94 5).Cyclic.Wind Pressure Loading per FBC,TAS 203-94 6)Forced.Entry Test,per FBC•2411.3;2.1,and TAS 202--94 along with marked--up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by-Fenestration Testing Laboratory,Inc„Test Reports No.'s YfL-5980--R,.FTI.,-6001--R and 11U"015-JR have been. revised and reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Subtnitted under previous NOA No. 09-0826.10) Jaime A Gascon,P,E. Product Control Section Supervisor MOA No.14-0128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 E=1 PGT fudustries.Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMIYrED D. TESTS(CONtMIED) 3. Test reports on: 1) Air Infiltration Test,.per TBC,TAS 2027-94 2)Uniform Static.A.ir Pressure Test,L�,-)ding per FBC,TAS 202-94 3)Water Resistance Test,per.FBC,TAS 202-94 4).Large Missile Impact Test per FBC,TAS.20.1-9.4 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 Cllass boors, prepared by Fenestration Testing Laboratory, Inc., 'fest Reports Na.'s FTL-5980,FTI.,--5993, Fj'I,(,036, PTL,-6001,FT"01.4, FTL--6015,FTI,--6017, FTIr--6023, FTI,-6024, FTL--6025, FT"028,. ML-6031, FTL-6033 and FTL--6036,all dated 08/10109,sided and scaled by Julio Gonzales,P.E. (Snbmilted rinderprevions NOA No, 09-082,6.10) C. CALCULATIONS 1. Aizchor verification czkulations and structural. analysis, conformance to and complying vkith FBC 2010 and with FBC. P Edition. (2014), prepared by manufacturer, dated 01/30/15,signed and sealed by Lynn Miller,R E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1, Mianii-Dade Uepmlment of Regulatory and Economic Resources(REIT.). E. MATERIAL CERT1It'rCATIONS 1. Notice of.Acceptance No. 13-0129.27 issued to E.1, DuPout.DeNemours&Co.,rue. for their"DuPont Iiutaeite0 PV13 Interlayer"dated 04/11113,expiring on 12/11116. 2. Notice of Acceptance No. 11.-0624.02 issued to EJ.DuPont DeNewours& Co.,Inc. for their."DuPont SentryGlas@ lrrterlayer"dated 08/25/11, expiring on 01/14117. F. STATEIMENTS 1. Statement letter of conformance to and complying with FBC a Editiou (201.4),issued by manufacture, dated 12117114,signed and sealed by-Lynn Miller,P.E. 2. Statement letter of conl'orinanee and complying with FISC-2010, issued by manufacture,dated 0 1/2#/14,signed�,uid sealed by Lynn Miller,P.E. (Subinitted underprevious NOVI.No. 1.4-0123.10) 3. Statement letter of no financial interest,issued by manufacture, dated 01/24/14, signed and sealed by Lynn.k.ftller,.P.E. (Subrrritted under previotg NOA No. 14-0123.10) Jamie n.Gascon,P..E, PrOdhO COMFOi.Serflun S POrANDY NOA No.14-0118,11 Expiration Date: F'ebrunry 17,2020 Al peavaa]Pale: February 12,2015 E--2 PGT Industries.Inc, 1VUHCE OF ACCEPTANCE: EVIDENCE SURMITTED F. STATE iN� EN'TS (CONTiNU D) 4. Laboratory compliance letter :for. Test Report No. FTL-7554, issued.by Fenestration Testing Laboratory,Inc,, dated 1'1/U1/13, signed and sealed by Marlin D.13riimn,P.E. (Submitted wizeler previous NOA No. 14 0123.10) 5. Proposal issued by'Product Control,dated 08/12/13,signed byJaime D.Gascon,P.E. (5uhmitted mider prreuio its NOA No.14-0123.10).. 6. . Laboratory compliance letter for Test Reports No.'s FT1-5980-R,1i TL-6001-11 and I+TL-6015-R,-reissued by Fenestration Testing Laboratory, Inc., all dated 12/29/09, signed and sealed by Julio Gonzales,.P,E. (Subrnitterl antler previous NOA No. 09-0826.10) 7. Laboratory compliance letter for Test Reports No.'s FTL-5980, )F`TL--5993, FTL-6036, FT"001,FT L--6014, FTL--S015, VIT,6017,.11-f"023, 1 TL-6024, FTL--6025, FTI.,--6028, t-TUs 6031, FTL-6033 and FTI,-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed by Julio Gonzales, P..E. (Sarbraritted.rrrrdei-previous NOA No. 09-0826.10) . 8. Proposals No.'s 09-OT.77, dated 03/1.7 & 31/09, 09. 0177A, dated 05/07/09, 09-011713, dated 06109/09 and 09-01.77C, dated 11/18/09, all issued by Product Control, signed Ishaq.Chanda,P.E. (Srtbrrritted rttider previous NOA No. 09-0826,10) G. (YF ERS 1. Notice of Acceptance No, I.4-0123.10, issued to PGT Industries, Inc, for their Series "SGD-770 Aluminum Sliding Glass Doors )Yl wo Reinforcements", approved on 02/06/14 and expiring on 02117/15. June D.Gascon,P.E, Product Control Section_Supervisor. NOA No, 1"128,11 Expiration Dnte: February 11,2020 ApProvnl Date: February 12,2015 1;—3 TABLE N. SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Frame Min.Edge Min. Group Anchor Substrate Member Distance Embedment INCLUDING POCKETS & 900/135° CORNERS I Concrete(min.2.85 ksi) I SlVJamb 1• l8' GENERAL NOTES 1 114'Elco Ullraoon Ungrou(ed CMU,(ASTM 690) b only 2-V2 1-1/4' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU(ASTM 690,min.2kal grout) mb only: - 2-112'= 1314' 2)DESIGN PRESSURES: _t!4'EIw 410 S.S. ---Concrete(min:;3:35 Kai) Sililddmb 1"~` f,314' 2 Ungroute CMU,(ASTM C-90). mbonly 2-1/2' - 1.114' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300. Gete_Flex _ P.T.Southam Pine(SG-0.55) /SiWJamb 1•' 1:395' B-POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. 3 ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114'Elco Ultracon 'Concrete MU(A T C-sl) Head/Sill only 1` 1378'' PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Un routed CMU ASTM 0,5 mb only 1` 1.114' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,188 or 410 P.T.Southam Pins(SG=0,55) /sIlUJamb 9718" 1363• BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Aluminum,6083-TS• fSi6/Jamb 318' 0.063' 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 rmh1,,Ihreads/In) steel,638• /Slil/Jamb 3/e• 0.050' Steel Stud,A653 Gr.33• /SIIVJemb 318- 0.0451' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 kel) /Sili/Jamb 1-1/2' 1.318' NARROW JOINT SEALANT. 111.8 S.S. Ungrouted CMU,(ASTM 690) mb only 2- 1.1/4' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSIIAF&PA NDS FOR -Gator Grouted CMU(ASTM 6-90,min.2 ksi grout) amb only 2' 2" WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.southern Pine(SG=0.55) Head/SIIUJamb 1' 131a' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) HeadfSIIVJamb 9716' 1.3/8' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE'(HVHZ). 4 1112,steel SMS 6-5, Aluminum,8083-T5• Heed/S11UJamb 318• 0.083• 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (Min.111hreadafin) Steel,A36• HeadlSilUJamb 318' 0.050` FLORIDA BUILDING CODE,AS APPLICABLE. Steel stud,A653 Gr.33' hkedISlNJamb 318' 0.0451' TEST REPORTS:FTL-5980,FTL-5983,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,PTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS'PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE.AUTHORITY HAVING JURISDICTION. +"P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DAD COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE RECI"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 1-1121,THICK OR G EATER.1X AND ZX BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK D SIGN AND INSTALLATION IS THE GENERAL NO TES..............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 F40RIDA BUILDING CODE AND TO GLAZING DETAILS............'4,6 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�HRINK,NON:METALLIC GROUT, DESIGN PRESSURES.......6-8 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH Oi';THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,301A FELT PAPER-OR MASTIC IS ELEVATIONS................ 15,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19 PARTS LIST.......................20 Glass Description(Lasted from Exterriorto Interior) EXTRUSIONS..............,.....21,22 G3_ 7/16'Laminated'(2)Lltes of 3116-HS Cdass7Qth.090"PVB Intedayer X PRODUCT'REM WC IV complying with t1w Florida G3A 9118 LT inated:(2j Utes-of 1t4'-HS Glass with-:090'PVB Intedayer. 8e;iduv Credo ,-C o /1�f G4 7118'Laminated:(2)Utes of 3110'HS Glass with.09('SG Intedayer ; DESIGN PRESSURE RATING IMPACT RATING AcsaPlettOe No— �t- G4A 9118•Larntnated:(2)tales of 114'HS Glass with,090'SG Intedayer SHEETS 0,SEE TABLES 1,2 8 3 ON RATED FOR LARGE&SMALL gwragw T'rr 7&6 MISSILE IMPACT RESISTANCE G5 1'Lemlaated I G.•3118'T EKtedof COP+318"Air Space+7116"Laminated;(2)Liles of X1161 HS Glass vhth.090'PVS Interlayer 05AIV Laminated l.G.:114"T Exterior Cap+5/16'Air Space+7116'Laminated;(2)Liles of 3/18'HS Glass with.090'PV8 Inteday'r G6 1'Laminated l.G..3116"TExleder Cap+318'Afr Space+7/161 Laminated;(2)Liles or 3/m•HS Glaas vhth.090'SG Interfayet GLAZING NOTES: l`� pC1Y ,Y F4 GOA 1'Laminalad I.G.:1/4'T Exterior Ca +6116'Air Spaeo+7116-Laminated; 2 Liles or 3116'HS Glass with.090'SG Inledayet "ANN"=ANNEALED Q ytCF NSE '•.fip G7 7118•Laminated:(2)Liles of 3118•ANN Glass with.090'SG Interlayer "HS"=HEAT STRENGTHENED G7A 9116•Laminated;(2)Liles of 114"ANN Glass wish.090'SG Interlayer "T"=TEMPERED �` ' No.58705 w 1•Laminated LG.:3116'TExledor Cep+318'Airspace+7116•Lonllrlated; Lhes of 3116'ANN Glass vilth.090'SG G lointeday'ar "PVB"=DUPONT,090"BUTACITE PVB _ G6A 1'Laminated I.G.:114'T Exterior Cap+5116'AIrS ce+7116'Laminated;(2)Ules of 3118'ANN Glass wllh.090'sledeyar "SG"=DUPONT.090"SENTRYGLAS Jr9 sena 9y. Rer4lmr. ! :oyol�rx ��0% STAT O1'F15 W`�l 1070TECHN01011YDRNE _GENERAL NOTES AND MAP "ZOR1UP• rv.v�vrcl,r c a4zls e,: err. SERIES 770 ALUM. SGD-LM IMPACT J0NAI_tE (sr!}sso•1800 oertt Dowearaaew. s� sr++t u.s*nxr. ac A.LYNN MILLER P.E. JR 10/10/14 CERT..OFAIJ7H,fn8a8B a SOD-770 NTS 1 d 22 PGT0130 RE.1$58705 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. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTHPXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 t 3 PER TABLES 1-3 a � t c CAN BE OXXXp. 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. .UNIT 1 o K 3)FOR NOM.PANEL WIDTH,SEE TABLES 1.3. MAX I o a_ MAX.UNITG3 / / a �x a- HEIGHT i 4 N HEIGHT t 1 i' c "X"=OPERABLE PANEL, PER TABLES 1.3 I r PER TABLES 1-3 I _ "O"=INOPERABLE PANEL, POCKET POCKET i P"=POCKET F DETAIL LETTER _l"r___; __" ___i (4)_'w"=WOOD OR METAL INSTALLATION 1-PANEL v c 2-PANEL "n!'-CONCRETE INSTALLATION CONFIGURATIONS 1 CONFIGURATIONS 1 13 SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH w a NOM.PANEL WIDTH a cc DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 3 1 13 12 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.886" PER TABLES 1-3 PER TABLES 1-3 1 i Gc Jw Jo 3 tg 9 l Jc i y t 3 t tc ioa MAX.UNIT 2 3 19 MHEIGHTIT 1 1 c a 19 1 1 j a HEIGHT t �� 19 t9 I Wi PER PER TABLES 1-,' � � � TABLES 1.3 POCKET j l / / / / POCKET 3-PANEL CONFIGURATIONS E J ;-4-PANEL CONFIGURATIONS 1a 3 1 13 1w Fr 3 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLESI-3 1 � 2 31 3 PER TABLES 1-3 —s\T--- PRODUCT Jw Jc 1 3 uscosnptytngwllhftFlarida 1 19 9 14 14 I 19 13ui1dinam N Y� c 1 0 MAX.UNIT z SEE Acceptet�ce A 1 13 19 9 19 I c'q 19WiruSilnUaic. —� (^(�j MAX.UNIT I z a HEIGHT / / NOTE HEIGHT i3 i i I <'y PER /e / 2,THIS Ay / ® / SHEET. -, PER TABLES 1-3 / / / / / 1 �� TABLES 1-3 �IIRPI11�.4�2l,Y�(!(��'I��"' POCKET I ti 1 'EXTERIOR m ta��''•ocFNs`c'••�C�`,P - \r--- ' 12 3 )'c 5-PANEL CONFIGURATIONS CORNER,TIP. No.58705 _ 1 13 t2 13 1 1 • (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) 13" er. tby: (tmuu>9: ro»Y Q�•, STATC- F� I!/- wro a 1070 TECHNOLOOYDRIVE EXAMPLE CONFIGURATIONS : F '•.FcORtO�..' G\� V.vENrc�,z s x275 *e. S`S�ON/�t. (94fM80.1600 SERIES 770 ALUM. SGD-LM IMPACTCt.d �( A.LYNN MILLER,P.E. "II°"BY io0 °� CERT.OFAflTH.1l2828B - 80D-770 IUT.S 2 d 2Z PGT013Q REA58705 JR 10/10/14 EXAMPLE CONFIGURATIONS I CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT ! LOCATIONS USING DETAIL"hP,"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 CAN BE OXXXp. 19 f 19 s s § 2)90-&135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT 1 13 1 s 1s /` i o L,a OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, 1. c i 1 a cn 96"OR 120" ` /19 ,�y,% 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. I °a o "X•'=OPERABLE PANEL, i POCKET y "O"=INOPERABLE PANEL, "p"=POCKET 6-PANEL CONFIGURATIONS 1 c Ec t 13 t 1 1 DETAIL LETTER MAX.UNIT WIDTH — Ic� +l"=WOOD OR METAL INSTALLATION ® "c"=CONCRETE INSTALLATION NOM.PANEL WIDTH 3 1 13 17 SHEET NUMBER PER TABLES 1-3 Iw Jc I DLO WIDTH=NOM.PANEL WIDTH-7" 19 19 9. 1 14 t DLO HEIGHT=DOOR UNIT HEIGHT-10.125" MAX.UNIT 1 13 19 Is t 9 1 1c i o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" a in HEIGHT 1 i3 19 19 1' PER TABLES 1-3 I t g POCKET 'Ell w 7-PANEL CONFfGURATIONS I MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 -t\r-- G .lw I PI30DUCPRENLIWP.D 1 13 19 19 19 1 1 f astomplYluSwhhthaFfarWa. c c I fluildingC,oda ��^ 1 3 19 19 19 19 1 10'&o Atccptanca Ho MAX.UNIT t $v Expiratiotl�laW, �20 HEIGHT 12 13 9 19 19 9 9 PER TABLES 1-3 / / / / / / / 1 Miami Dade (�7d 1am{cf'an� .....•. POCKET � H `�\`�p1ay,," 1,�, 8-PANEL CONFIGURATIONSa No.58705 3 1 1 13 xrsau�c oero: n�wrax oaaoLmc ' .'. STlI,TE OF 8j R TEEXAMPLE CONFIGURATIONS iOTOl%�'�F'' FcoRta?.•'0�� VENICECHNa00YDRlVE ,FL 31Zr5Fcvt SERIES 770 ALUM. SGD-LM IMPACT �iS�ONAU UAW pAlwom (941)480-IOM SERIES s.ti.aoa t ant A-kvw R" A.LYNN MILLER•P.E. JR lOH0H4 OaN °eta CERr.OFAuntx2e2PS 1 SOD-770NrS 3 d 22 POTO130 P.E.058705 GLAZING DETAILS {G3, G3A, G4, G4A, G5 & G5A 7116"NOM. 7116"NOM. 1"NOM. 3/18"HS GLASS 3/16"HS GLASS 3116"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 3118"HS GLASS 74 3/16"HS GLASS 74 318"AIR SPACE 74 3116"T GLASS 82 82 I _. 63 EXTERIOR 3/4"NOM. EXTERIOR l 3(4"NOM, 314"NOM. GLASS GLASS a S BREa S SITE BITE EXTERIOR so 80 a 79 54 54 55 Is 7/16"G.LASS;T_YPE G3= 7/16"LAMINATED GLASS,TYPE G4 1" LAMINATED I.G. GLASS,TYPE G5 I 9118"NOM. 9/16"NOM. + 1"NOM. 3116"HS GLASS 114"115 GLASS 114"HS GLASS I 090"PV13 .090"PVB .090"SG 3116"HS GLASS 114"HS GLASS 74 1/4"HS GLASS 74 5116"AIR SPACE 74 '— 114"T GLASS 82 82 --- 83 I 3[4"NOM. 3/4"NOM. EXTERIOR I 3GLASS EXTERIOR GLASS 56 a BITE a BITE GLASS BITE EXTERIOR B1 01 a 79 YWOUCTMEWLo 54 54 55 mooroplyingwidaboFiolida pcceptgbci&y>peNo f0a4✓ " Y u fd 9/16" LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,T IPE G4A 1" LAMINATED I.G. GLASS,TYPE G5A MYxmIC lnyt'� I GLAZING NOTES: `\�0V LYNN "ANN"=ANNEALED ,• 4\GFNS� •. P J "HS"=HEAT STRENGTHENED "T"=TEMPERED No.58705 ?Y "PVB"=DUPONT.090"BUTACITE PVB "SG"=DUPONT.090"SENTRYGLAS :0 �L1�5 : cum GLAZING DETAILS .' S'ATF 5RO &W R"rw'm N.VENICE.FL 3427bORiVE Teta `,`S;F<OR4U?;•'',Ca` fWww.. now 1 +xSERIES 770 ALUM. SGD-LM IMPACT �.,( /()N (941Y804600 aasm®,: Darr p+"otea cera (941}-0844600 n."sgra. n..- ��,h[YNMMII- �`P.E. JR 10/10114 CERT.OFAUTH.02910s ® scano QTS 9 d 22 POT0130 P.E116B7Q6. GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A �-• 1"NOM, -�• 7/16"NOM. 1"NOM. 3116"HS GLASS 3/16"ANN GLASS .090"SG 3/16'ANN GLASS 090"SG 3/16"HS GLASS .090"5G 3116"ANN GLASS 318"AIR SPACE 74 3116"ANN GLASS 74 3!8"AIR SPACE 74 3116"T GLASS 3/16"T GLASS b2 — 6383 EXTERIOR 3/4"NOM. 314"NOM. 314"NOM. GLASS 56 56GLASS GLASS BITE BITE BITE EXTERIOR EXTERIOR 80 79 79 54 55 55 1"LAMINATED [.G. GLASS,TYPE G6 7/16"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 5/16"AIR SPACE 74 1/4"ANN GLASS ' 74 6116"AIR SPACE 74 1/4"T GLASS I 114"T GLASS 82 83 I 314"NOM. EXTERIOR 314"NOM. 314"NOM. GLASS �j GLASS 50 GLASS ;SITE BITE ITE EXTERIOR EXTERIOR 81 79 79 PRODUC1IiEN9WF.D 54 h�Omply6lg wither FlOn 55 B"ildin8(bde Acwcpiamo No f F mt rte. -�'7 i E!.O 0 1" LAMINATED I.G. GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1" LAMINATED I.G. GLASS,TYPE G8A i Miem,Dade Pux Y onhn LYNN 41j1 GLAZING NOTES: ��`��•''�1cENs¢'<<��r "ANN"=ANNEALED x "HS"=HEAT STRENGTHENED "T"=TEMPERED No.513705 _ "PVB"=DUPONT.090"BUTACITE PVB = � ' _ "SG"=DUPONT.090"SENTRYGLAS olR ��;'r Rem f0707ECHNDIocYDRIVB GLAZING DETAILSMGM. %��'• FcoRlflr~. '�� : N.VE ,,FL34276 rix Sy,''•..'..•••'C� . O.R. Ra i~. (901}4861600 SERIES 770 ALUM.SGD-LM IMPACT '��;��U►�rA�.E snweee ,. sn"ec or•+vrb Rre A.LYIiNINIIL� ,P.E. p"nnBr. 0.10`110114 ah QpcFeO lAlu: JR 10`110114 CERT.OFAVTH.4292W soo-77o NTS 6 d 22 PG7r)1M P.E.gse7os TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved — ` sill Height to Max.(+)DP urations on Sheets 2&3 Maximum DP for all sizes:+60!-60 (Water tnliltration Rating) Conti g ) (May be limited by Table1A)_" Sill Riaer For comer astragal anchorage on 90'or 135'comer units,see sheet 11Height! (+)Design Door Unit Hei hl (Flat or Box,see pressure,Psf Table applies to Glass 80. �" 90" - Sheet 17) Types 3,3A,5,54,7,7A,8 69.7/8"DLO 73-718"D O 79.7 DLO 85 7/8"=qL _-__ _ Flush-1-117' sae note 3 &8A and the Stile/Astragal Anchor Group Anchor Group Anchor Group Anchor Group Love-_2.112=- - :L4j types shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 I%Medium-3-1/4" +60.0 l Head/Siil C4+1 C4+1 +1 +1_ C4+ + 04+ 04+1 C4+1 C4+1 C:4+1 C4+1 C4+1 + +1 G{+1 -High--d" - 24" D1170 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 B B 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 23" HeadlSill C4+1 C4+1 C4+1. C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1. C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 B 8 8 8 Yy P-hook 6+7 6+7 61-7 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 c P9" Heady lll C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 -C4+1 C4+1 C4+1 C4+1 C4+1 ri 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 EHead/Sill C4+1 C4+1 C4+1 r,4+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 H ? 42" aL0 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 (D P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 w OI OH RATIO'a 1 11:41„ Head/SIII C4+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 CO2 04+2 C4+2 C4+2 C4+2 ,,C4+2 C4+2; C4+2. = Oq ,4B DLO Jamb 8, 6 8 8 8 8 8 B. 8 8 8 8 t3 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8. 7+p 7+B Z+8 7t8. 9+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL, 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 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 2-1/2"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 FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR.WATER INFILTRATION. i 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE.AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. I DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Straight Astragal Lockstile @ go'Astragal Lockstile @ 135"Astragal Lockstile @ Interlock P-hook Lockstile @ lamb ffD Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal P compl whh tM F a mmpiybtg wlfh rhe Florida Standard Stiles Standard Stile Standard Stile Standard 5tite Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Building Codec Inside Aacptmke No a Standard:Ast[agal outside corner outside ExPY�3 - - Corner FCorner n•limoi n.de lgc'�ga Cly Inside Corner Outside �� n.. <<F rr instde'Corner }cIXY corner 1 - � par 062 ile) Part 060(x2) Part 060 Part 060 Part 060(Stile) Part 060 Parti 118(Corner Part 0120(in.)'4119(Out.) Part p31(&tN32 Part fl61 tJo-58705 _ Part 067(Astragal) i Receiver) (Corn.&Fxd Mount) LU Rewfar. aro: enfkl: D—W- (� '•. 'STATEUr 1070 TECH110100YDRIVE DPANDANCHORAGE '%� •.FtoRto^••''O a vErrrc>FL 34176 ,�, ,r 19. ........ SERIES 770 ALUM.SGD-LM IMPACT �;�+NI��,,�`� (841}480.1800 A.LYNN 1LLER,P.E. se,tmnttdt Eak: o.+`sea Rer. J bift: 14 Door CERT.OFAUIH.N2M SOD-770 R B - 22 PGTO130 P.E.858705 TABLE 2; Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60 t-60 For corner astragei anchorage on 90'or 135'comer uNis,see.sheet 11 (May be limited by Table 2A) Table applies to Glass Types Ddar UNt Wight 4,4A,0.6A,7,7A. 8&BA 80` 84' 90` 98' 102` 108' 114' 120' and the Stile r Astragal types 69-716'DLO 73.718'DLO 79-7/8'DLO 55-718'DLO 91-7/0'DLO 97-718'DLO 103'118*DLO 109.7/6'DLO shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group t 2 3 4 1 2 $ 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 ad S + + +1 CA+t C4+1 +1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+ +1 +1 + _+ C4+1 C4+ +1 C4+ C4+1 C4+1 + + + + +1 C4+1 C4+1 C4+1 24' DLO Jamb a a 8 8 8 JB B 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 t0 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+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 a+g 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/SHI 04+1 04+1 04+1 C4+1 C4+1 CA+1 C4*1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+t C4+1104+1 C4+1 C4+t Cit+1 CA+1 CA+1 C4+1 C4+1 30` Q Jamb 8 8 8 8 8 8 8 8 0 8 B B 8 8 8 8 10 10 10 10 10 10PC4 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+6 7+8 7+8 7+8 7+8 7+8 7+6 7+8 8+9 8+9 8+9 8+9 8+9 6+9 8+9 9+10 9*10 9+10 9+10 9+10 9+10 9+10 9+10 Wad/Sill C4+t 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +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 S 36' DLO Jamb 8 8 8 8 8 8 8 8 6 a 8 8 B 8 8 1 8 10 10 10 10 10 i010 10 10 10 10 10. 10 10 10 P•hook 6+7 8*7 8+7 8+7 7+8 7+8 7t8 7+8 7+8 7+8 7+8 7t8 7+8 7+B 7+6 lt8 8+g 8+9 B+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+t0 9+10 9+10 9+a, 35' Head/SIII 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 C4+1 C4+1 C5+1 C5+1 C4+1 CA+1 C5+1 C5+1 a 42` DLO Jamb 8 8 6 8 6 8 a 8 8 8 8 8 8 6 8 8 10 10 10 10 16 10 10 10 100 10 10 10 10 1P-hook 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 748 7+8 7+6 7+8 7+8 7+8 7+8 ;7+8 8+9 8+9 8+9 8+9 8+0 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Wad/8111 C4+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 04+2 C41+2 C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 48' DLO Jamb 8 8 8 8 8 a a a 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 t0 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+6 8+9 6+9 8+9 8+9 8+9 8r9 8+9 8+9 9+1D 9+1D 9+10 9+10 9+10 9+10 9+10 9+50 HeadlSlll 04+2 C4+2 CA+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2C4+2 54' DL0I Jamb 8 8 6t0+7 a a 8 6 8 6 8 8 8 8 6 P-hook 6+7 8+7 !6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8Not available in these sizes HeadlSHl C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+ C5+2 l 0 Jamb 6 8 8 8 8 8 6 8 6 8 8P4took 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+g 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 46.57 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.(t)DPDLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Inflltretlon Rafing) OH LENGTH F- DOOR UNIT HEIGHT-10.125° 3)4",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 C7 (Flat or Box,see � � PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,Psi = Cl OH RATIO?1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITIONIS Sheet 17) o 0o DOOR UNIT HEIGHT-1-866" NOT RATED FOR WATER INFILTRATION. Flush-1-112" see note 3 4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE-AND EMBEDMENT INFORMATION. Low-2-112' +46.67 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-114° +66.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +�•D OH LENGTH INSTALLED. SEE NOTES i-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. Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ Interlock P-hook Lockstile@Jamb PRo plyi gwith fJ) Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal ��mptying��drePto[ida Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty.Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Building 83pr�tCgodaeei +�r p .0; t.-�j Accept&=No P, Standard Astragal outsideCOutside inside d2 Corner Corner Miwni Dade ' chart IJ�Ngr� Inside �1�� ..I LYNN R1/l��i,� Inside Corner-! 1 Corner C r Corner ``�� .•'LtCENSF .,cep Corner Part#61(Stile', Part$161(Stile) x: No.56705 =t#61 Part#6I Part k61 Part#61(Stile) part#61 Part#118(Corner Part#114(Out.) Parts#31&#32 Part 461 - Part U67(Astragal) Part 9120(in.) Receiver) (Corn.&Fxd Mount) fanseey etlo: earam a+wban S 6 f�F py,: ........ 1010 7ECHNOLOCJYDRIVE DP AND ANCHORAGE ;'`� �'�G to a.••'• ��'� M verllcE FL 3427a °°'& R (arr}eao rsuo SERIES 770 ALUM. SGD-LM IMPACT _ e.t*aaar+ suc ar° ak"we' r.� A.LYNN�(I(1MP.E. JR 1t7>f0/f4 �� Mr.OFAVrH.0029B a SOD-770 NTS, 7 d 22 PGT013t7 P.E.l186705 TABLE 3: _ TABLE 3A: Design Pressure(0 P)and Anchor Quantities Required,(far all approved configurations On Sheets 2&3) idaxlmum 0P shown below Sill Height to Max.(+)DP For comer astrogai anchorage on 90°or 1381 caner units,seesheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit HBI ht Sill Riser Height (+)Design Table applies to Glass Types 4,4A, 8D' 84" W. 1 96" 102" 108" (Flat or Box,see 6,6A,1,7A, 8A BA and the Stile/ 69.718 "D O 79.718"DLO 88-718"DLO -7 O 97-718" Sheet 17) Pressure,psi Astragal types Shown below. Anchor Group Anthor Group Anchor Group rse of©roup Anc r Group Anchor Group Flush-1-1/2" see note 3 1 2 3 4 1 2 3 4 1 2 1 3 1 4 1 1 2 1 3 1 4 1 1 2 1 3 1 4 1 1 2 1 3 1 4 Low-2-112' +46.67 es Pressure +/. ,0 + Ps +1_7 5.0 psiMedium-3-114" +60 ,0 24" 17" HeadlSlli 04+1 C4+1 04+1 C01104+11001 C4+1 04+1 11 C4+1 C4+1 C4+1104+1104+1134+11C4+1 C4+1 c4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 High-4" +90.0 DLO Jamb 8 B 8 a 8 8 8 8 6 8 8 8 8 B 8 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+$ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 +8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1-3 Des!n Pressure +/-90.0 per +/$2.5 PSI +1-76.0 PSI 30" 23" Head!Slll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1111C4+1 C4+1 C4+1 C4+1 C4+1 04+111C41+1 C4+1 C4+1 C4+1 C4+1 DLO Jamb 8 B 8 8 8 8 B 8 8 8 8 8 8 6 8 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+$ 7+8 7+9 7+8 7+8 7+8 8+9 1 8+9 1 8+9 1 8+9 8+9 8+9 18+9 8+9 Oeslgn Pressure I +/-90.0psr ,+1.82.6 pet +/-76.0 pet 29" Headf8ill C4+1 C4+1 C4+2 C4+2;C4+1 C4+1 C4+2 C4+2;04+1 104+1105+2 C8+2 G4+1 C4+1 C6+2 CB+2 C4+1 C4+1 C5+1 05+1 C4+1 C4+1 05+1 C5+1 a 36" DLO Jamb 8 8 8 8 8 8 8 8 6 B 8 8 8 8 10 8 tD 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 8+9 8+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9. 8+9 EDaslgn Pressure +/-90,0pst +/-815 pat +/-75.0 at OH LENGTH 35" HeadISlll 04+21c4+2 C4+2 C4+2 C4+2 C4+2. C5+2 C5+2 CM05+2 06+2 C5+2 C5+2 C5+2 05+2 C6+2 C6+2 C5+2 C5+2 05+2 C5+2 C6+2 �++242' DLO Jamb 8 8 8 8 8 B 0 8 6 8 8 10 8 10 10 i0 10 10 10 10 A-ho 6+7 7+6 7+8 7+8 7+8. 7+8 7+8 7+8 7 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 819 8+9 = pH RATIO 2 1 Design Pressure t/�0,0 psf See Note A be/ow. +182.5 PSI t1.75.D Pat 4W41" Head/Sill C4+2 C4+2 CB+2 C5+2 C4+2 Ca+2 C5+2 06+2 C6+2 C5+2 C6+2 C6+2 C5+2 C8+2 C6+2 C6+2 C5+2 C6+2 C6+2 C6+2 C6+2 C5+2 C6+2 C6+2 p DLO Jamb B 8 8 8 8 6 10 B 8 B 10 6 -8 8 10 8 10 10 10 10 10 10 16_1% 0 10 P-hook 1 6+7 1 7+8 1 7+6 1 7+8. 7+8 1 8+9 1 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+8 1 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+8 9+10 9+10 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; +1-87.1 FOR GLASS TYPE 7 NOTES: OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH RATIO= OH HEIGHT 2 WHEN USING E 2-112"SILL,POSITIVE WATER DP 46. IS 67 PSF MAX.WHEN USING THE 3-1/4"SILL';POSITIVE WATER DLO WIDTH= ) HETHE 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",3-1/4"AND 2-1/2"SILL H.EIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2•'SILL IS NOT.AND DOOR UNIT HEIGHT-10,125" MUST ONLY BE USED INHERE 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 FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Straight Astragal Lockstile @ 90*Astragat Lockstile @ 135*Astragal Lockstile @ interlock P-hook Lockstile @Jamb Assemblyght Astragal Assembly 90'Astragal Assembly 135"Astragal FRODUerp m"10 Strai w comptyt16 with the Florida Heavy-duty.Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile 18aildIngCodo Ins e Acce0ance Na t Heavy-duty Astragal. Outsld�Corner Outside Corner �pbet 0eto t+rya Corner Xxnor6r I ps�,u�i Dock aalKlggsi T-1-1 Inside `� pNY LYNN A111 r�r�i Corner Outside lnstde orner Garner Q, �icseNSF '•.Ep Partp61(Stile) (out.) Part#61(Stile) =*r No.58705 Part#61(x2) Part,1Part#61(Stile)161 Part#fit part tt#6 Astra al Part 061 Part 11118(Corner part#120 part#119(oOParts N31&#32 Part 061 ( g ) Receiver) ( )in (Corn.&Fxd Mount) L 1 0 l Ramey- 0"(e: Robb- 0 •,, Obrst3sy Render. aa-K RSYf 1011 p1 1070TECHNOLOOYDRlVE DPAND ANCHORAGE ''.:FLoniv�.•�i`��rt�� A VENICE,FL WAS re:. S c»arysalaal SERIES 770 ALUM.SGD-LM IMPACT iiSIONAI.` _ srsuoet sok N""t a�.rvta + A,LYNNrMIII�ER,P.E. JR 10/10114 WRT.OFALIMCB100 ® BGDTr6 NTS 8 d 22 POT013t7 P.E.!{56705 NO FRAME "718'P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH SEE"C5"CLUSTER DETAILS, Z DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX O.C. THIS POCKETS AND 60"NOM. CLUSTER SEE -' SHEET ,', SEE POCKET 8)P-HOOK PANEL WIOTk DETAILS,SHEET 11 x k ( r-- - - x r xa- x,x� VMAX. JAMB MOUNTING �x .ecx 'aKi Lx� x INSTALLATION, ADAPTER 6"Mme' •'° x "`� x x�' "� :. " THIS SHEET ANCHORS MIDWAY i 1 'r�T MAX. &SHEET 14 BETWEEN P-HOOK ' la� ( 4 PAIRS OF ANCHORS&AT 3" ® ' x=FRAME � ANCHORS FROM TOP& i i ANCHORS x 1. •• ® c cb 96 (TOTAL 8 I 21•MABOTTOM 14' UNIT ANCHORS))o O.C. TO OPENING MAXO.C. 14•MAX,D.C. -HOOK HEIGHT PERJAMB 4.051 EDGE OF POCKET SEE i w$ ANCHORS x SEE JAMB INSTALLATION ¢ I®I [[ z DETAILBELOW) DETAILS'Jc'&'Kc', m I M 0=P-HOOK END PANEL SHEET 14&PART a lei 1f I ;0 MOUNTING ANCHORAGE DETAfLS'J'&'K', iI , 3"MAX. ADAPTER x 24^MAX. (2 ANCHORS) SHEET 19 FOR i q 1 f ANCHORS - O.C. P-HOOK i------6'MAX. . xr ✓ ENDPANEL "+2^ ANCHORS - - x �x x =� >xx> - + ANCHORAGE END PANEL =x f rx x -• xeT ": =X 6'MAX. ANCHORAGE(SEE ANCHORAGE : xica= - ,+2' SKETCH BELOW) (SEE SKETCH BELOW) +2 +2" +2" ANCHORAGE ANCHORAGE CENTERLINE 8'MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE:5-PANEL 2 TRACK 90°OUTSIDE CORNER X)UXXO!-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 6(^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)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;_ EXT HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE.SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NOM. • INTERLOCK APPROPRIATE TABLES,SHEETS 8.8 AT EACH INTERLOC AND STRAIGHT AND CORNER MAX, PANEL I SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL- ADDITIONAL ANCHORS 24'O-C.(((i�MM„}}}}AXIMUM. FOR INTERLOCK '<oc.W--=tm ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64"+2^ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOCLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 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 N/tOnucr RSNewt?U REQUIRES "+2"ANCHORAGE SEE^C5"CLUSTER; END PANEL +��urly+n�wim tArFWri+L CENTERLINE i CENTERLINE HuitdinB Cadc "C6"CLUSTER,SEE DETAILS,SHEET 10; ANCHORAGE Acceptance No `" " • l . DETAILS,SHEET ti OF FOR ASTRAGAL; OF (2 ANCHORS) 8" B. k"�&1L� I� I INTERLOCK ASTRAGAL f+ ' 3.5„ I MAX. _ 4.051" --- --- _ Y� • 'vm0°d�' is r I • • • •' • - - �� ( LYNN CENT1=KEINE JCENTERLRJE "+2"ANCHORAGE CENTERLINE zK' No.58705 �Y EXTERIOR 15f``OF PANEL 3 +2"ANCHORAGE r_OFPANEL 4 OF PANEL 5 -Y _-_-. _ SEE SHEET 11 FOR OTHER INTERMEDIATE.ANCHORS `roV. es U, R—d Mft sem °Oe?k� STA -Of• 4/ R,, 1070TECHNOLOGYDRIVE ANCHORAGE'SPACING&EXAMPLE PLANS vim %��F'. FtoRtas�.•'°��`': N.VENICE,FL 34275 nam SER/E5 770 ALUM.SGD-LM IMPACT �'�SS/ONAI- Mt}480-1600 1 sd rxnar sws u*"sv� "°r A.LY�iN MILL�kf�,P.E. °eN1 °IO a°•°QB D.W CERT.OFauTH..A2B2B6. SGD-170 NTS 9 -22 PGT0130 P.E#53705 JR iDlfO/14 i V DIAD. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2.04 INTERLOCK—[__2IF NEEDED INTERLOCK—, CONDITION,USE INTERLCCK �—IF NEEDED 2.04" ° CENTERLINE I CENTERLINE "C8"CLUSTER DETAIL) CENTERLINE I .— 1.75" EXTERIOR 6"DIAD. —� 3.5" 7" 7" 315" 21" 1.75" 4 DIAG. 4"#DIAGMAX.Q,C, EXTERIOR 2.04"2.04" _QL 4i 5.64" MAX. 4'DIAG. 7" O.C.7" y EXTlE�R.,IOR T, EXTERIORIII Ll Illf2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEADISILL B.MAX. 2-TRACK FRAME HEAOlSILL 664'• A ASTRAGAL OR INTERLOCK 97 ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK 2-TRACK ( i LIUSE(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"CS") ANCHORS ARE REQUIRED,°C6^) 6MAX. ANCHOR PAIR ° I4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION DfAG. FRAME JAMB INTERLOCK IF NEEDED INTERLOCK-- CONDITION,USE INTERLOCK-1—IF NEEDEDEXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE "CO"CLUSTER DETAIL) CENTERLINE 1 3 5" 2'04 3.5" 7" ANCHORS MAY BE INSTALLED - 21" EITHER IN THE EXT,OR INT. 2.D4° 4"DIAG. TRACK(INT.SHOWN) 4,08° _-,.... _ I 2.04" -- 5.64" NOTES: EXTERIOR EXTERIOR 4"DIAG. ExTEaIOR—.- 3,g' 1.ALL DIMENSIONS SHOWN 7" �- T1, 7^ 3 5., ARE BASED ON MIN. 3-TRACK FRAME'HEADISILL `f 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL 6"MAX. ALLOWED. @ ASTRAGAL OR INTERLOCK Cad ASTRAGAL OR INTERLOCK P.ASTRAGAL OR INTERLOCK �� 2_FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER � 3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT ANCHORS ARE REQUIRED,"04") ANCHORS ARE REQUIRED,"C5") I ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. FOR SPLICED ASTRAGAL OR I�SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE CONDITIONS ONLY: INTERLOCK-_i IF NEEDED (FOR SPLICE i -j CONDITION,DO NOT INTERLOCK CONDITION,USE INTERLOCK USE THIS DETAIL) SPLICE LOCATION CENTERLINE I CENTERLINE I "C6^CLUSTER DETAIL) CENTERLINE IF NEEDED _-1.7 —• 3.5" �— 3.5" 7, -" 3.5" 3.5"1, -" -� �tl— 2 04" 4"DIAG. 2.04" 2.04" us ootnplyu+iS � FI°tide 4°DIAG. Au;Id'u�g CoN 2.04" 5.3.7 DIAG 4 DIAG )c�p{ lJa1e �. - 4.08" 4"DIAD. .... I 2.04„ ,d DWI -_ - . .. Micmi Dnds Yr`l't5 EXTERIOR EXTERIOR 7" EXTERIOR T' - —�- 3.5" �— 3.5" 'OGENSF V 4-TRACK FRAME HEADISILL 1j 4-TRACK FRAME HEAD/SILL I' 4-TRACK FRAME HEADISILL 0 ASTRAGAL OR INTERLOCK CcD ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK ` 1 r No.58705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER. (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") _ ANCHORS ARE REQUIRED,"04") ANCHORS ARE REQUIRED,"C5') WITH&WITHOUT SPLICE CONDITION a.we,s ar anmrun: A.oMar ��C7 ' S'fATE F�..� •, �� 1070TECHNOLOOYDRNE ANCHORAGE,EXAMPLE CLUSTERS ~� FCGR40�`.•'• ��`1 xe H.VENICE,FL 34278 39 6. a 1s.1�4eo,eao SERIES 770 ALUM.SGD-LM IMPACT D—sr, 0°6,: a,% swk.S d., �"' °YNf° °""'°N0' a" A.LYNN MILLER,RE. JR 10116114 CERT.OFAUTH.#29M ° SOO.770 NTS 10 a22 PGTO130 P.E.1f 58705 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 /r INTERIOR 7" INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR 1 " QUANTITY AND SPACING, _ EXTERIOR AND WOULD BE.IDENTICAL _ EXTERIOR EXTERIOR _ d°DIAG, ° 4"DfAG. FOR EXTERIOR OR INTERIOR . .... --... ° CORNER CONFIGURATIONS. -■- 3.5" 4" 3.5' 4" 3.5" 4" EXT t R ..+1"ANCHOR 2.04° EXTERIOR 2.04" 7 2.04" EXTERIOR 4" 2.04" 7 3 _ EXTERIOR 8.94" ° 90°CORNER 90°CORNER 135°�ORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER �'- OF PANEL ANCHORS ARE REQUIRED,"G4" ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") 4.08" "+2"ANCHOR INTERIOR — �/ EXTERIOR INTERIOR 4.08" "+1"ANCHOR " 4" 7.41" _ 2.04" 4"DIAG. INTERIOR 3.5" INTERIOR _ _ � 135" 3 5" 90° 7" I _. CENTERLINE .3 I 3.5" EXTERIOR OF PANEL ^+3"ANCHOR 4.08" _ 4.08" m._ 5.37" G. 7" CENTERLINE 2.04" _ 3.5" 4" 3.5" OF PANEL ° a 4"DIAG. EXTERIOR 7" EXTERIOR 7" _ 4" INTERIOR A` "+2"ANCHOR --+►'3.5" EXTERIOR 90°CORNER 135°CORNER nVIEWS 7"' CENTERLINE 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL V ("CB"ANCHOR CLUSTER REQUIRED ("C5"ANCHOR CLUSTER RFQUIRED L OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT " INTERIOR 8.12INTERIOR 2,04" - -- -+- 2.04" ,►i .12" 3.5" CENTERLINE 4 EXTERIOR INTERIOR 5'88 �OF PANEL INTERI cJO.° 3.5" 135° - "+3"ANCHOR 4.. z.a4° ._ . - 1 ... „ 6.12" L4'p ° 8.12" G 3.5 4.08" iluilding Coda _. " AcccpiAt,ce Na .1dG.C.� .._ 7" EXTERIOR --« � ._ .. Ex rA :3 } 2.04" 3.5" 4" p7i:s,i f1rA:F ,ck'f4 S=rt,a x 4'01 AG. 3.5 3.5" - ► +— EXTERIOR 7" EXTERIOR 4" ° I CENTERLINE t INN jfle 2.04 OF PANEL ,.•." 90 CORNER 135°CORNER �� tGt.4 p 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL ?� ("CS" Na.53705 ANCHOR CLUSTER.REQUIRED ("CS"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT _ AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) t �' ; fiftwib'- Rw&b= r �� C E�TATEO51 •• : 10fiTEC41Na0GYDRAT ANCHORAGE EXAMPLE CLUSTERS N.W-ME,FL 34275 n�: ��S,S�'•.....•• R (941,�,� SERIES 770 ALUM.SGD-CM IMPACT :,'- 0NAI-.```�+ uvnner• 1-11004 j�tT— ` °` sBh }ddt n'n4°"k a.FA.L11�111�III�R.P.E. JR CERE OFAtrWK#29M sco-na NTS 11 a 22 PGT0130 P,E.a 5eros 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 2-1/16"' �I— 2-1116"' — 2-1116 NOTES; EXTERIOR 1/4" I — 114^ 1/4" 1.ALL DIMENSIONS MAX. � f"` --'� -!-'-��; MAX. - --- -------------- MAX. SHOWN ARE BASED SHIM EXTERIOR ,``y _,_ �_'- SHIM ExrewoR ----- — - -`J SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: T SUBSTRATES MAYBE SEE TABLE A, —1 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 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4 TRACK FRAME HEAD 'DIAGONAL O.C.IS E Aw WOOD INSTALLATION ew WOOD INSTALLATION METAL INSTALLATION MIN 4"{HEAD$SILL) OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1. NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 6,SHEET NOTE 5, NOTE 51 THE METAL SUBSTRATE 1(114"MAX.) 1 SHEET 1 1 �H 1 (114"MAX.) ( _ EXTERIOR 1 y 1 EXTERIOR --- — EXTERIOR _ EMBEDMENT:SEE TABLE A,SHEET 1 2-1116"' -I 2-1116"' `y�--- �2-1116"' --— EDGE DISTANCE: EDGE DISTANCE: I EDGE DISTANCE: I SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 6 \2-TRACK E SILL Dew WOOD INSTALLATION Ew WOOD INSME SILL ja 3-TRACK TALLATION ME SILL �ME A INSTALLATION EMBEDMENT:SEE — 1 TABLE A,SHEET 1 L EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 -`I SHEET 1 EDGE DISTANCE: EMBEDMENT:SEESEE TABLE A, METAL TYP., TABLE A,SHEET 1 SHEAT 1 SEE ANCHOR 2X WOOD 2X WOOD EDGE DISTANCE: I NOTE 4,SHEET 1 SEE TABLE A, TYP.,SEE ANCHOR NP„SEE ANCHOR PRODUCT RENHM'HD SHEET 1 2-1116m"' NOTE 3,SHEET 1 NOTE 3,SHEET 1 ingwlt$tlSeFlorlde SMS ANCHOR TYP„ 6unitdire dirigC:ode SEE ANCHOR NOTES `�41�1C10CMO 2-1116' " 2-1116"' &TABLE A,SHEET 1 WppDANCHORTYP., MIN.OF3 Q-� WOOD ANCHOR TYP., � � SEE ANCHOR NOTES SEE ANCHOR NOTES THREADS as::-,;n;.rt:P/,<,. &TABLE A,SHEET 1 6 &TABLE A,SHEET 1 EXTERIOR METAL BEYOND THE LYNN t fj< EXTERIOR I EXTERIORf-I SUBSTRATE 114"MAX.SHIM —�!I-F 1/4"MAX.SHIM —�1+— �J 1/4"MAX.SHIM -I I+ ` tr ND.56765 _ CWOODNSTFRAME LLA7 INSTALLATIONJAMB 6EI-\3-TRACK Hw WOOD INSTALLATIONME JAMB Iw METAJAMB L INSTALLATION ✓v�', Cl' -v 13 [. ;4u, �� DIm =� ST TEOr� 1070TECHN01ooYD"E ANCHORAGE DETAILS '-��` FCOfi1DP•'' �� x.vemc�rt3oa7s 6% ......... R" /earyasareoo SERIES 770 ALUM.SGD-LM IMPACT � ld 1 • soxs+udt acro a� Mark nm< A.L1Ih1t�MILL6Fi�P.E. V- sr, �'�' DEFT.OFAUTH.A70200 soo-770 I1fTS 12 d 22 POTOi30 P.E.#58705 JR 10110114 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE r TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE PER TABLE PER TABLE ON MIN,ALLOWED. A,SHEET 1 2-1/16° 2-1/16" 2-1/18" A,SHEET 1 A,SHEET 1 1/4" •DIAGONAL O.C.IS EXTERIORAl t SH MIN 4":(HEAD&SILL) • c. OR W(JAMB)SEE EMBEDMENT: 1/4" EXTERIOR 1/4, EXTERIOR DETAILS,SHEETS SEE TABLE A, MAX. MAX. /-,' 0& .11' SHEET 1 SHIM SHIM Y' PROPERLY SECUREPlX TaETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SCHOR 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 EIN FRAME LAa-at 4-TRACK FRAME A CONCRETE CONCRETE CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE.ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3,SHEET 1 SEEANCHOR SEEANCHOR SEEANCHOR NOTE 5.SHEET NOTE 5, NOTE 5, 1(1/4"MAX.) SHEET 1I HEET 1� ` (1/4"MAX.) ._ (1/4"MAX,) 1 r EXTERIOR I EXTERIOR EXTERIO 2-1116"' 2-1/16°' -h—�I _ 2-1116"` CONCRETE 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,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET f 2-Tif3AGK F,Rft�1E S1Lfi 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc'jCONC1EiTiEIiNSTaLL►AT1oN Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET1 I "• EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 �1� SHEET 1 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE ! SEE TABLE A, 1X WOOD BUCK TYP., TABLE A,SHEET i —� ---1 SHEET 1 SEE ANCHOR NOTE 3, PROPERLYSECURED -: EDGE DISTANCE: PROPERLY SECURED ".i' SHEET 1 SEE TABLE A, MODUC REM 1X WOOD BUCK TYP., SHEET 1 1X WOOD BUCK TYP., VJEu SEC ANCHOR NOTE 3, SEE ANCHOR NOTE 3, " CONCJCMU ANCHOR 2-1/16" uit4 OM14 SHEET 1 SHEET 1 TYP.,SEE ANCHOR urcc No (� 2- NOTES&TABLE A, IrationDatc CONC.lCMUANCHOR 2-1116"' !�C TYP.,SEE ANCHOR 4 CONCJCMU ANCHOR SHEET i CONCRETE ;s -tr NOTES&TABLE A, TYP.,SEE ANCHOR QR CMU Ainmi u, p SHEET 1 :" CONCRETE NOTES&TABLE A. EXTERIOR PER TABLE \��`O�`I �� EXTERIOR SHEET'l ERR IOR CMU EXTERIOROR CMUA.SHEET 1 \ .•'�� aV114'MAX.SHIM -►IImo- PERTABLE nn A,SHEET 1 V i!4"MAX.SHIM -+°-�I-r--tCONCRFT PER TABLE _ A.SHEET 1 114"MAX.SHIM - - )r f Nu.y£i7D5 4Z2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION He CONCRETElCMU INSTALLATION Ic CONCRETE/CMU INSTALLATION 11 ''• 3,� s.•"btu R `. srATr:af qtr; 1070TECl1NOL0oYdRNE ANCHORAGE DETAILS l p�. FCORIo¢• ' �� N.or"Ic.,FL 702's rrs ' ��f SSI(�,I �.f(•C,�`` �sarHeo, SERIES 770 ALUM. SGD—LM IMPACT A.LYNN MILLER,P.E. SJR 10/tP/t4 B CERT.OFAUTH.#29M ® saD•Tro NTS 1 -22 PGT0130 RE.#58705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693°MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE 2.FIGURES ON THIS EMBEDMENT:SEE TO PREVENT DISTANCE SHEET ARE FOR W WATER WOOD FRAMING TABLE A,SHEET 1 HOOK MOUNTING ADAPTER INFILTRATION CONC./CMU ILLUSTRATIVE Cc�] WOOD ANCHOR TYP., ,1 PURPOSES ONLY.SEE —� �- SEE ANCHOR NOTES ANCHOR TYP.,SEE EMBEDMENT: ---- &TABLE A,SHEET 1 28 ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, _- — =__ — (ALSO SEE TYP, TABLE A,SHEET 1 ALL APPROVED SHEET 1 _ _ _ 28 SUBSTRATES. ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE 7EXTERIOR 3.SEE TABES 1-3, DISTANCE:SEE TABLE A,SHEET 1 NT: 2� )3 SHEETS 6-8 FOR EMBEDME :.`, ..>e..r., r - REQUIRED P-HOOK 26 SEE TABLE A, P-HOOK MOUNTING EXTERIOR MOUNTING ADAPTER SHEET 1 ADAPTER CONC./CMU AND.P-HOOK PHOOK WOOD ANCHOR TYP., J-L ANCHOR TYP.,SEE SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OREMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE ALSO SEE TYP, CMU PER TABLE ON SHEET 9. ( 2.693"MIN. A,SHEET 1 TABLE A,SHEET 1 (ALSO SEE TYP. ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) 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 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 EMBEDMENT:SE P-HOOK:MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU B ; E NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE TABLE A,SHEET 1 '— CMU PER TABLE MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 -— -, ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 20 &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, I EDGE DISTANCE:SEE :ti SHEET 1 ABLE A.SHEET 1 .`'° 1-1/4"MIN.EDGE DISTANCE �-/ 3077P-HOOK SMS ANCHOR.TYPEXTERIOR P-HOOK CONCJCMU EXTERIOR p SEE ANCHpR NOTEANCHOR TYP.,SEE asw &TABLE A,SHEET 1 Ault w9�htheFlOiide ANCHOR NOTES&TABLE (ALSO SEE TYP. Acceplsnce No 1��J 2.693"MIN. A.SHEET 1 2.693"MIN, Ex ' ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TY.P, EDGE DISTANCE ILLUSTRATION,SHEET 9) RY. - `" tvliami I)arJz P��1ptgGhldvl�! P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19,#21,#230R#25, Kc PARTS#19,#21,#23 OR#25, ��• GENS ''•gyp '� METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A,2A&3A MOUNT (SEE�TABLE$9A,2A&3A MOUNT K No.,6705 �k FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY - ma a Db. Rnt/o,x L 01fr} '•. SPAT ;• C. vw 1070TECHMOLOGYDRNE ANCHOR4GE DETAILS �'�i` '•.,FLOR\0�•' (,�� """� Csar}asatsoosas7s SERIES 770 ALUM.SGD-LM IMPACT ganney: q,lw wt.. m s«xnlhadY. ra,b. sr+.e cHrhptta P— A.LYNN MILLER,P.E. JR 40/}0/14 ClRT.OPAUT}dp2928d SCD•770 NTS 14 a 22 PGT0130 P.EA68705 CONFIG. EXAMPLES MAX.UNIT ------ WIDTH MAX,UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'A, DLO_ TYP.PER TABLES 1-3 SHEET 18;INSTALLATION WIDTH INTERIOR DETAILS'AW 8.'Ac,', Q� SHEETS 12&13 EXTERIOR 90. PANEL q PANEL 90* PANEL TYPE TYPE PANEL CORNER Dr=TAIL'N2'. TYPE lQS1 ,AS, TYPE SHEET 19&CORNER r 'K' =T 11 11 ANCHORAGE SHEET 11 MAX. NOM. MAX.UNIT MM. HEIGHT INTERLOCK DETAIL PANEL PANEL WIDTH TYP. DLO PER 'M',SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTEPIOR INTERIOR —NOTE 2 TABLES 1-3 1-3 ,��3 JAMB DETAIL'G3,SHEET x x x 18;INSTALLATION DETAILS 'GW& Gc',SHEETS 12&13 .7 SILL DETAIL'D',SHEET 118, INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 'Dw'&'Dd,SHEETS 12&13 .4 PANELS-XX/XX SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125' PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #10X 1-112" #8 x ill PH SMS oo PH SMS X ?1t0DLt(_'rREN8ff_[) '$complying with the F10114a PANEL CORNER FRAME CORNER Iild * I. DETAIL DETAIL NOTES: 4 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE,SEE DPIANCHOR TABLES,SHEETS 6-8 FOR MAX PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS, 2)(1)LOCK(ITEMS 758,107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. No.50705 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. Sr JEC5 f6707ECHMM00YOMME ANCHORAGE DEMILS IE;X�WPLE ELEVATION H.VEMCE,FL 34275 ts. ....... 8/0NA1-V,"� SERIES 770 ALUM. SGD-LM impAcr Tann sr: w 0AX. JR 10110114 A.LYNN MILLER RE, -.9 S CERT.OFALITH.#292P6 SOD-770 N1 PGTO130 p.r 80705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 �L �T �'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; �- ly—INSTALLATION DETAILS'Gw'&'Ge,SHEETS 12&13 HEADER DETAIL'A`,SHEET 18; MAX IXE��IG2% ASTRAGADER DETAIL'A',SHEET DL0JAMB DETAILG3',SHEET INSTALLATION DETAILS'Aw &'Ac', 18INSTALLATION DETAILS SHEE1&INSTALAION DETAIL ET 'A INSTALLATION DETAIL WIDTH DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12 8 13 SHEETS 12&13 Tom, 'Gw'&'Gc',SHEETS 12 813 SHEETS 12&13 r 90° � EXTEI ljOR INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE 'M',SHEET 19 `R' L' 'D' 'A' TYPE TYPE , MAX. A CS' QS' K MAX. 90°OUTSIDE CORNER ! NOM. / ! UNIT / UNIT DETAIL'N1',SHEET 19& PANEL HEIGHT SILLDETAIL NOM. ! HEIGHT CORNERANCHORAGE MAX WIDTH TYP. ! SEE TAB ES PER D',SHEET PANEL M)X WIDTH TYP. SEE PER SHEET it PER DLO PER NOTE 2, 1-3 18, DLO PER NOTE 2. 1-3 INTERIOR HEIGHT TABLES 1-3 SHEET 15 INSTALL HEIGHT SHEET 15 DETAILS TABLES 1-3 `' EXTERIOR a G7 'Dw'8'Oc', � NOM.PANEL b X X X SHEETS 12 813 X � X ,� WIDTH TYP. X X PER TABLES f MAX.UNIT WIDTH MAX.UNIT WIDTH 1-3 SEE FRAME& SILL DETAIL 10',SHEET 18; "— MAX.UNIT WIDTH PANEL CORNER CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK) 'W&'Dc',SHEETS 12&13 EXAMPLE: 90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'Li'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19 ,'1 INTERLOCK DETAIL V,SHEET 19 'Id,SHEETS 12&13--\� 1 i ' HEADER DETAIL J- AMB DETAIL'H2',SHEET P-HOOK.DETAIL'J'&'K',SHEET B'.SHEET 18; 1 �` 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C.`,SHEET DETAILS'iw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS 'HW 8 Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 DETAILS'Bw'&'Bc', Cw &'Cc',SHEETS 12 8 13 SHEETS 12&13 — MAX.UNIT WIDTH MAX.UNIT WIDTH �� PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE I -TYPE TYPE TYPE TYPE ,R, ,L, M, F, t M, F F' P MAX. MAX.UNIT NOM. & iNOM. UNIT RODUc'TRV ; PANEL i4 I PANEL HEIGHT HEIGHT romplyiigtwld�thcFloride PER WIDTH TYP. `� 1 ! / I WIDTH TYP. / PER 9w1 HEIGHTtmc TABLES MAX.! !SEE PER ! H i SEE MAX. PER TABLES p�vationeN c f . 1� DLO NOTE 2 TABLES 1-3 j OTE 2, DLO TABLES 1-3 1 3 �� 6 HEIGHT SHEET 15 & i SHEET 15 HEIGHT " MAI I � 4 tifinmi Dada Ytuit41(`)j / �� 11� l-YNh'�f// O X X X I X X I f• , F 1 C SILL DETAVE',SHEET 18; EXAMPLE:XXXO SILL DETAIL IF',SHEET 18; �{AMr_ Qin .X t (3T� k{,�R.I'GFTtOGKT) INSTALLATION DETAILS (4-TRACK, BY-PASS} INSTALLATION DETAILS - �; r2 FW 8'Fc',SHEETS 12&13 ` - --�. Ew'&'Ec',SHEETS 12&13 U R°xd6y; DaW Rmickv. ~ ,•• STAIE0 ��UZ, o,,, ,,, r07PTECHNOLOGYDRIVE EXAMPLE ELEVATIONS FtoMo!' �? Retk�aw N VENICE,FL 34276 C M SERIES 770 ALUM.SGD-LIMPACT iarr�aao•rsao orexn s)- a,�; cm tm Dara: m sm.%400 spa: aver a w,�Ra Ray. JA.L1'ljt��ILIA P.E. JR '!0/10/14 CERT.O 9GD-770 /117S f6 a 22 PGT0130 P.ExS8705 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 STELE Wl HANDLE BOX OUT BOX IN BO RECEIVER TYPES OUT IN W/HANDLE W/FiANOLE W/HANDLE WI HANDLE WI HANDLE W/RANO#;g #118 W1 HANDLE WIHAND#3 L'� �� L1✓� L-I #120 #1191 C 11118 k81 #g1 #81� SINGLE i F PP K L TR TQ TC TA TV TW INTERLOCK OUT (wxom C SINGLE V E P /` C C 'C SQ V C SA SV SW INTERLOCK /� IN amo(T moo" FIXED STILE RR R /' s FD FC FV FW LOCKSTILE D A 1/ / W!HANDLE Jlj/J / J_ J i (eoxwq teoxrRl CLRox uTL LR[� PANEL NOTES: BOX OUT �,(j Wl HANDLE (soxou17 1.SEE DP TABLES 1-3,SHEETS 8-9 FOR PANEL ASTRAGAL A+ SIZES&DESIGN PRESSURE. LLI BOX IN !Y LEFT INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J W!HANDLE (-XII) PANEL PANEL ARE NOT REQUIRED FORANY CONFIGURATIONS P: ASTRAGAL T U STILE EXTERIOR" STILE AND ARE NOT AVAILABLE. U) Box OUT / 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES (WXOU7) (SOX OUT) PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER Ij ASTRAGAL ................. T EXTERIOR(#119)OR INTERIOR(#120)CORNER BOX IN APPLICABLE STILEIASTRAGAL REQUIREMENTS. ASTRAGALS. kazoo (sox" 4.135'ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER RT p1 (#61)AND CORNER ADDON(#31). 90LOCKSTILE — (� J W1 HANDLE#1Y6 232" LU EXT CORNER SILL RISERS OPTIONS —~I QT QS ~1�� .z3r Z 9D LOCKSTILE aWIHANDLE#11fl 232' EXTERIOR EXT CORNER#b1 k� .232' EX ERIOR EXTERIOR' ,pg2• L CT CS EXTERIOR If (� A62' `� 4.055' 90 RECEIVER �ji.J., V" W1 HANDLE #116 •0�" 3.305' A 2.555' INT CORNEECEIVE 1 A T AS DF () - 1.587" � Ir 90 RECEIVER. 082" WI HANDLE 18 � EXT CORNER 0118 SILL RISER,FLAT' SILL RISER,FLAT SILL RISER,FLAT SILL RISER 9D RECEIVER CF 1g'FLUSH,1-112" 2D LOW,2-112" 22 MEDIUM,3-114" 2a HIGH,4" 1 77 61 EXT CORNER*#31 750' .760'nswmplyinswiltthefloildn 135 RECEIVER �T VS !/F ~ EXTERIOR Building CO& WI HANDLE # —►{ •760' EXTERIOR .062,Aomptance �•. (� �/�� EXTERIOR EXTERIORa qxp rod'f7a�e jay INT CORNER 1 W T W�,7 S/it F 90g' �� .062" A.p55" r 35 RECEIVER a� _� .062" $p ~ W1 HANDLE 1 �— .062' 2.565" pp 3.305' Miwnt 2""e rLAIW CYi)r1 1.56 L11.�L� () �0\ y LYNN Af7� 19` 1. SILL RISER,SOX1' SILL RISER,BOX SILL RISER,BOX SILL RISER,BOX Qom`' 40 '1i FLUSH,1-112" 21 LOW,2-112" 23 MEDIUM,3-114" 25 HIGH,4" l .x(1705 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-t3 j s .4 ey. DaW Rsroeroau "TATE OF 1010TECHHOLOOYORNE PANEL TYPES N.VENICE,FL 94276 Tox SERIES 770 ALUM. SGD LM IMPACT /�'cSS1ON'N-ONO ,' ° (941WsaleoD �/�1 ey: a+e: oa oote: Smb`A'At 8w` sroee °14v- aa.: A.LYIif•I�ILL�f��P.E. JR 1t7/10N4 CERT.OFAUTH.A782BB SOO.770 NTS 1T 22 PGTO130 PE.058705 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 84OR 67 105 LOCK PART t 7 14 706 FULL U LJAMB LENGTH 14 75&107-110 —. 5 G3 80 OR 81 16 5 60 OR s1 l -- E Gi so OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL Gi CLIP#105 WITH FOR FIXED LOCK PAR 105 6"LONG W1 RETAINER#106 __ OPERABLE PANEL CLIP 76&107-110 113 `1 -- MIDS@PAN (SHOWN WITH PANEL) FIXED PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR) EXTERIOR 103 113 76&107-11 103 FOR FIXED 5 t03 OR 61 PANEL CLIP EXTERIOR 14 16 5 112 16 17 #10 X 314• — 123 FULL LENGTH 40 G4 60 OR 61 �EXTERIDR OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR 1 yEXTERIOR �5EXTERIOR 5M5,x 3 f vel CLIP#80 OR#105 51 52 WI SCREEN v �/ 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH i2 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO 171XED PANEL TO OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) �FUXTERIOR EXTERIOR 2 112 1 3 I! 4 45 5 113 5 113 5 52 51 69 EXTERIOR B9 EXTERIOR 69 EXTERIOR 53 a a a OPTT.WN WITH.SCREEN &71`RAACK W/SCREEN FRAMEK MAX.UNIT FRAME HEAD HEIGHT PER FRAME HEAD FRAME HEAD TRACK TABLES 1-3 53 60 69 EXTAir EXTERIOR 52 51 72 OR 73 a 72 OR 73 RODUCf RE'NUftf) as winptybV with 04 Florida 46 11 113 10 Dwlding cbdo 11 Accaptancallo f 48 47 p 6 Hp1 `te 113m.. -- 4�PIryEXTERIOR 112 5 l^•'�iUnli Dndc tr t 5 `��oa� IYPIN n„ee�.,�. 4-TRACK t�.•.'�10ENSfi '•.•T �2-TRACK W/SCREEN 3 TRACKFRAME SILL FRAMESILL �FRAMESILL %' I4o.56705 }t ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES _ 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. c) rm�5 �LURacdBy' D.W R"w— ReKaor �� R.wa+a 107o%.fH OLOGYDRIW VERTICAL SECTION DETAILS '�° '' .F'LORtiO?•' �� N.VENICE FL 3C27b A 0 SERIES 770 ALUM.SGD-LM IMPACT �'��<<�N�� x-0 sines axee sora s a�hrNa IR- A.LYNN#587051,P.E. °ate ` DDRB' CERT.OF AUTH.x26296 SOD-770 I1(T$ 18 d 22 PGT0130 P.E.H 59705 JR 10/10/14 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 81 113 118 7 28 28l J � 11 113 27 63 20 27 03 103 62 111 63 60 OR 61 86 OR 01 60 OR 61 65 28 14 20 120 6 65 B5 - 15 EXTERIOR 111 92 EXTERIOR 111 62 90e EXTERIOR EXTERIOR INTERIOR EXTERIOR n A-HOOK FOR FLAT SILLS E P-NOOK FOR BOX SILLS (� INTERIOR �J (EXT.OR INT.MOUNT) e EXT.MOUNT ONLY `r 90° LOCIS PART 80 OR 61 07 R170 75&10 RT 61 7b 9,10-f-119 b E ��INTERLOCK 14 113 I FMF_XTER)lQRf 80 01 61 tt8 %gEL%113 �EXTERIOR 413 y13 103 113EXTERIOR 66 STANDARD ASTRAGAL#87 6EJ� SIDE TY L1 WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILESVY-DUTY ASTRAGAL #81 61 Ni 2 TRACK SHOWN 8 6-E�,90-OUTSIDE CORNER W2 90- TRACK SHOWN 'ITEM#61 WN,ITEM N60 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. INTERIOR 31 LOCK PART 75&107-11 4 INTERIOR 6 4 INTERIOR 135° 5 PRODUCCREN[iWED 7 11 m complying with lU Flaclda 135° BwtdlAcc4p a coda ,�qq 14 5 61 32 A«eglanceNa 103 ExpI riopUatc � 81 EXTERIOR 61llr� 32 v Komi RaAc rgdtw roll 'I-) LOCK PART 31 103 81 EXTERIOR 11 75 \�`��{ LYN:v 75&107-1114. E 135°INSIDE CORNER 02 2-TRACK SHOWN r 135°OUTSIDE CORNER Np 50705 Ot 2-TRACK SHOWN j}30 �:� � Rms06y. DdtL• A•vYAta: 4 7070 TEOHNOLOOY DRIVE HORIZONTAL SECTION DETAILS, CORNERS (�.'•., STA F OF �J . Ae twnx K.VENICE Fl 3f?76 mr P FLOR10� Va. f9„},MI� SERIES 770 ALUM.SGD-LM IMPACT D.-Or. Qac: a oxse eh� a s• v d t — &mvu° Rx A.LvNN M14LeR),�.E. JR 70/70/f4 Mr.OFAUTH.#29280 SOD 770 NT$ .19 a 22 PGT0130 P.E.g58T05 Item POT PGT# Description Item POT PGT# Description NOTES:, Dw ,# _ Dw .# 1)ALL ALUMINUM=6063-T6 1 17306 617306 2-TRACK HEAD 56 QUANEXrrRUSEAL DURASEAL SPACER(COMPOSITE 2 17303 017303 2-TRACK HEAD WITH SCREEN RAL SEALANT/DESSICANT) 2)ITEMS#33,39,57-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 00 17325 017325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 817312 4-TRACK HEAD 61 17328 617326 PANEL ST9 E(HEAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 62 17327 617327 INTERLOCK ADAPTOR 6 17317 617317 FRAME HEAUIJAMB ADD-ON 63 1225 6TP248 VINYL BULB WSTP,-THIN(INSIDE INTERLOCK) 3)USE OF 912 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL _ 64 1729 71729 SILL END WEATHERSTRIP PAD MIN.#10 SMS OR 3116"MASONRY 8 17301 817301 2 TRACK SILL WITH SCREEN RAIL 65 17328 617328: INTERLOCK SCREW COVER ANCHORS @ 24"MAX.O.C. 9 17307 617307 3TRACKSILL 87 17329 617329 ASTRAGAL 10 17310 617310 4TRACIK SILL 68 17339 817339 HEAVY DUTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM RAIL 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71 1095 71695 1-112'X 1'X3/4"HIGH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL ROLLERASSY- 1517302. 617302 2-TRACK JAM$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 781135X GEMINI MORTICE 3-Pi-Y DUAL LOCK WILONG TRIM PLATE 18 17322Y 817322 SILL RISER-FLAT,FLUSH,1417 78 _ 71032XIFPFX 910.32 X 1'FL.SS SCREW W/TYPE"F"TIP 19 17319 817319 SILL RISER-BOX FLUSH,1-IX 77 7103239 1032 STEEL ZINC U-N11T 20 17321 8173211 SILL RISER-FLAT,LOW,2-112" 79 17357 617357 1'IG BEAD 21 17318 617318 SILL RISER-BOX,LOW,2-112" 80 17359 617359 7/10"BEAD/FIXED PANEL CLP 22 17355 817355 SILL RISER-FLAT,MEDIUM,3414" 84 17366 617360 9116"BEAD 23 17354 817354 SILL RISER-BOX,MEDIUM,3-114" 52 1224 BTP247K VINYL BULB WEATHERSTRIP 24 17323 6117323 SILL RISER-FLAT,LHGI1,4" 03 61745 1745 iLOWE INC,112 X 1118"SQL-SIDE ADH.TAPE,POLYETH. 25 17320 817320 SILL RISER-BOX HIGH,4' 100 9052 48052 IROLLER ADS HOLE PLUG 28 17333 617333 POCKETP-HOOK 101 72087 JAMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P4iOOK 102 1896 71696 DUST PLUG 28. 17334 617334 POCKET P4300KMOUNT 103 8168 78188X: 1"KEEPER 29 17335 617335 P-HOOK COVER 104 653 7SOKEEP SCREEN LOCK KEEPER, 30 17348 617346 POCKET P-HOOK FOR BOX RISER 105 17344 617344' FIXED PANEL CLIP-6'LONG. 311 17378 617378 135 CORNER 106 17352 611352, FWD PANEL RETAINER-9118" 32 17376 817376 135 FWD MOUNT 107 1739 71739 '. HANDLE KR-INTERIOR RAISED WITH THUMB TURN ITEMS 40-63 ARE SCREEN PARTS: 108 1740 71740 HANDLE K6-RAISED EXTERIOR HANDLE 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78162SN HANDLE K6-RECESSED INTERIOR WITH THUMB TURN 41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710X34PPSOAX 910 X314 PH.PN.TEK-S.S- 43 8152 88152 SCREEN INTERLOCK ADAPTER 112 1235 67816 ' WSTP,.270 X A70-FIN SEAL, 44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 64066 ' A87"X.230"FNSEAL 45 4317 612256 SCREEN TOP RAIL 114 71OX115PPX #10 X 1.112" 46 4318 612257 SCREEN BOTTOM RAIL- 115 710XPPT #10 X 1" 47 686 7SRA7 STANDARDROLLER 116 720XIX #14.20X1"S.S• PRODucrRENSWRD. W cornplybW wUh Lha Florldl 48 098 78RAX STANDARD ROLLER-ST.STL 117 72OXI12X 914-20 X 1-112'S-S. Building Codc i1 49 4344 64344 SCREEN ASTRAGAL 118 t7338 617336 90 DEGREE CORNER RECEIVER Acoepranca No "fr 60 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 61,7337 90 DEGREE OUTSIDE CORNER ASTRAGAL B 51 1692 81692 SCREEN SPLINE-,165` 120 17338 6117338 190 DEGREE INSIDE CORNER ASTRAGAL _ 8 52 1694 61694 SCREEN SPLINE-.15(' 123 17352 617352 FIXED PANEL RETAINER,718' Miami DM �'(pQ4411 r rn��1 53 1 61818020 ISCREEN CLOTH �' N 1✓1/(�////� 54 1725 1 jl/2'X4'Xlfi6-SET,BLOCKNEOPRENE 85+/-5-6 1�•. '�1GEMSF ''.F� �� 55 1726 1'X4°X1118"SET.BLOCK,NEOPRENE 85+1fz NOTES; - No.50705 1)ALL ALUMINUM_=6063-T8 2}ITEMS#33-39,57-69,66,78,84-99,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. = p f O.Y' oma.: A&IM,.: a..e STTE OF S1 +0T07ECNNOLCOYpRlYE PARTS LIST ��`•'''•�cORio?•'• N PeNsi»s, x.LiEARCI rY,a1sT8 SERIES 770 ALUM.SGD-LM IMPACT `� "3'10�11�11 -q (811}1180.1000 6aJs y,„� p,�ynera rs r lA!LYA'Al LER.P.E- av'ner o'm Lbb CERT OFAUTH,A28220 ® BOW70 NTS 20 a 22 POT0130 REX 56705 5.069" 8.562" --j 1'38" 1.38" -�- � - 0.08 " -{ --f 1,872" 1.211" 1.505" �t 0.081" 0.062" 0.081" 1O2-TRACK HEAD t0 4-TRACK SILL (6063-TS AL) (6063-T6 AL) 40 STILE ULJ 8.198" (8083-T6 AL) 6.198" 6.526" SCREEN 5.069" 0.080" 121,• 1.5Q5" EW- 2-TRACK 1.90.062" r ,I --i i 081"Tl I HEAD Wl SCREEN TRACK O3 TRACK SILL (6063-T6 AL) (6083-T6 AL) i4 O 2-TRACK JAMB 45T SCREEN O PRAIL (6063-T6 AL) (60063-T663-76 AL) 7.105" 2-TRACK JAMB W/ 6221• 1s SCREEN TRACK 0.080" (6063-T8 AL) -"y 1.36" 1.505" I 0.875" LA --•� 1.36" � 1.993"" T 3-TRACK HEAD e�2 TRACK SIL W/SCREEN TRACK I 0 081 ,L 0.062" (6063-T6 AL) (6063-T6 AL) SCREEN 48 BOTTOM RAIL V3P 9.142" - (6063-T6 AL) rV- LJ 1 4.49" 0.081" -► 0.080" 1.211" 1.505" 7.105" 9.141" 0.081" O4 4-TRACK HEAD 2-TRACK SILL (6083-T6 AL) (6063-T6 AL) -► 0.060" R0DM-l'RHNL'WCD complying tr1ib tlw VWlda 0.062' VIM-)g F- 0.760° AMC IInCcN0 1.260" 0.532" ooD� +L 0.060" Miami Dodo Pr�IT FRAME HEADMAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN �N\\ LYNN ti"1 r7�iF O 12 AOD ON ADD•ON t3 END.ADD-ON is 3-TRACK JAMB �` O 'l( fi (6063-T5 AL) (6063T6 AL) (6063-T6 AL) O(6063-T6 AL) ��•''`K%ENsi F4' REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS K 140.68705 OR 3118"MASONRY OR 3116"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS Q 24"MAX.O.C. (6063-T6 AL) Y' RmseB4: Dale.' RKbSau: Daw{'.QOIl J S�E 0� 10707ECHNOLOGYDRIVE EXTRUSIONS ;��'•.• p \� N.VENICF.FL$4276 tzq COR1Q�';•'• (7 Dais - 1941}-080.1600 SERIES 774 ALUM.SGD-LM IMPACT '' '%N& ``+ ps"n By. MW e4 0"m: saDaf[wt ea.•x suet Uv"tgRa RM A.LYkI.1Mlli JR 10110114 CERT.OFAUTH.#292W SOD•770 NTS 2i ar 22 PGT0.130 P.E.#58705 0.718" 0.83" f- 2.304" 3.602" 3.802" -{ I 0.752" I�- Q.752" ( II •�-' 0.885' 0.574" 0.796" � 1.163" 0.062 "� t U_ 0.080" 0LU .062" J 0062. 0.204 0.233" FRAME SILL 0'075' P-HOOK MOUNTING P-HOOK SCREW OO SCREW COVER 11 TRACK 2e P-HOOK 20 ADAPTOR OGOVER 0.080" O P-HOOK FOR BOX RISER (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (608376 AL) (6063-T6 AL) (6083-T6 AL) 4" .155" 4" 2.30" 1.488" 1.739° --j 0.080" 0.830" 0.062" 1.600 LL 1.600 0.062" - 1.303" .080" 1.870" 1.888" D18" I 5"74" f 3.125" - 3.125` - - 0.002" 74" LA 31 135°CORNER 92 135°FIXED MOUNT 00 STANDARD STILE 61 HEAVY DUTY STELE INTERLOCK INTERLOCK s2 05 @(6063-T6 AL) O(6063-T6 AL) O(6063-T6 AL) O(6083-T6 AL) @ADAPTER SCREW COVER (6063-T6 AL) (6063-T5 AL) 3.979" .. 3.979° 4.125" --' 10501, - 0.075 1.645" 0.062" 1.304" 1.645" 289" 85D4Y5° .811" .4 ' j1 kms- 3.25' _� 045" -��+ .045" -•-1G+ 0.125' -�� 0.281" GLAZING @7/18"GLAZING 9116"GLAZING 67 STANDARD ASTRAGAL 68 @ HEAVY DUTY ASTRAGAL 69 BEAD Q.G.) BEAD,FIXED BEAD (6063-T6 AL)TOP/BOTTOM RAIL 78 BO 81 @(6063-T6 AL) @ (6063-T6 AL) @(6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.003" -� 1.03" 4" -- 5.621" I 0.767" 0.080 0.050" FIXED ROD1tLTRE,Fth heFl 105 0.709" 2,893„ 0.133" colnptyityawifhlhcFlorida. PANEL CLIP 1.498" 0.133" 1.498" �dldinns �( ccepNt (6063-76 AL f 0.080" .550" -� 0.863 �- 4" tioini Ihide Piodu Conh"1 0.709" FIXED PANEL 5.621" 0.080" I 123 8063 N6 AL) - 2.826° 120 8083-90* 56 ALIDE) ASTRAGAL `,`��p��1- h1/1��it ( ) 119 90°OUTSIDE CORNER ASTRAGAL ( ) FIXED PANEL ife 90°CORNER RECEIVER (6063 T6 AL) 1 ,' 100 RETAINER,9/16" (6063-T6 AL) (6063-T6 AL) aevaeey. DOW an+4xs °nam" `� S�fATL Or >�l� .so a.tdmc 1070TECNNOL061VOW EXTRUSIONS �* rVENICE.Fl.l9afy�eo-�ryooaa2�e RU SERIES 770 ALUM.SGD-LM IMPACTpN M- s"waw.7et « a awWep 7°" A.L1fANIMILLE9.P.E. SJR aIOIIW14 �� CERr.OFAUM.k29M ® 800770 N7'3 22 d 22 PGro13o P.E,458705