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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 RECEIVED NOV 15 2916 n" 7 ,'gy BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff ? BCIS Site Map Links = Search b a � ,■d Product Approval ' USER:Public User P NOV aroduct Aonmva!Menu>Product or Aonlication Search>Anniication I..ist> Detail 2016 W �, � ,� •%-� FL# FL251-R28 PEREWIT 1NG �� •' Application Type St. Lucie County, FL Code Version 2014 Application Status A d *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 o ogy Drive oh Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterioriionark Subcategory Sliding EDoor Assemblies Compliance Method Certifica 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 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 11/1/2016 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 FL751_F78 C CAC 16-0625 0_.odf 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 FL.251 R28 II 16-0629.03.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 ISGO-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R2.8 C CA,'_ 16-0629.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 Ii 16-0629.04.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: 251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.05.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/18/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 ii28 Ii 16-0629.05.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.06.0f 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 R28 II 16-0629.06.1)df 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 jSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.0f 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 R28 II 16-0629.07.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.08.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.08.ndf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.10.odf 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 R28 II 16-0629.10,ndf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by In dependent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HV'147,•Yes FL251 R28 C CAC 15-0609.1-0 DR. df Approved for use outside H . es =15-0609.10 ract Expira ate Impact Resistant:No Design Pressure:N/A uctions Other:Please see Miami-Dade County Notice of Acceptance(N A)for 0609.10 DR.odfproduct performance information,anchorage details,and anchor -Dade BCCO- size,and spacing information. ird Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.ocif Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 11/1/2016 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 R28 II 15-0612.06 LM.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.rdf 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 R28 II 15-0612.07 SM.odf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes ft 751 R28 C CAC 15-1210.02.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL.251_R28 Ii 15-12.IOL,,.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes F1251. R28 C CAC 1.5-121.0.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 IT 15-1210.01.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: KE ME Contact Us::2601 Blair Stone Road,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: rM �X ER "fir, Credit Card http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 11/1/2016 MIAMIDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,an r esr d to comply with the Florida Building Code,including the High Velocity Hurd ne Zone. DESCRIPTION: DESCRIPTI :Series"SGD-2500" inum Sliding Glass Doors w/wo Reinforcements—Non-Impact APPROVAL DOCUMENT: Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact", sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E.,be the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number an( pn• n date by the Miami-Dade County Product Control Section. MISSILE IMPACT RAT :None: pproved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. Use of Table 1,requires No reinforcements. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7&8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC,as applicable. 4. Max W'nominal airspace is applicable for I.G.glazing with Truseal Duraseal spacer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0726.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA Nn.I - 09. MIAMI DADS COUNTY Expiration Date: May 22,2018 roval Date: Au , Page 1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below). 2. Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact",sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E. B. TESTS (submitted under files it 12-0726.03/#11-1018.11/#08-0213.03) 1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Forced Entry Test,per FBC 2411.3.2.1 (b)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 FTL-5095,dated 12-13- 06,signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports,Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273,FTL-4275 and FTL-4277 per FBC,TAS 202-94(formally SFBC,PA 202- 94),issued by Fenestration Testing Laboratory,Inc. (Transferred from file#04- 1220.05/08-0213.03). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/29/15,complying with FBC-214 (5`Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h edition) and letter of no financial interest,prepared by PGT, dated 05/29/15, signed and sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises NOA#12-0726.03,expiring May 22,2018. 2. Previous NOA associated files: 08-0213.03,#07-0309.09 and#04-1220.05 3. Test proposals No(s) 07-2245 and#04-0404 approved by BCCO. shaq I.Chanda,P.E. Product Control Examiner NOA No. 15-0609.10 Expiration Date: May 22,2018 Approval Date: August 13,2015 E-1 GENERAL NOTES: NON-IMPACT SLIDING GLASS DOOR 1.GLAZING OPTIONS: B.3116.TEMPERED GLASS.TEST REPORTS FTL-3116,FTL3117,FTL-4277 AND FTL-5095. C.1/4"TEMPERED GLASS. TEST REPORT FTL-3102. D.5/8"INSULATED GLASS(LG.);(2)LITES OF 3[16"TEMPERED GLASS WITH A 1/4"AIR SPACE. TEST REPORTS FTL-4273,FTL-4275,FTL-4260,FTL-4285 AND FTL-4341. 1 CONFIGURATIONS:SEE SHEET 3. 1 3.DESIGN PRESSURES:SEE TABLES 1-3 ON SHEET 2. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300, A B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, NOA DRAWING MAP THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS, SEE SHEETS 13 AND 14. SHEET S.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. GENERAL NOTES 1 6.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH SCHNEEIMOREHEAD SEAM SEALER. GLAZING DETAILS 1 7.REFERENCES:TEST REPORTS PTL-3102,FTL-3116,FTL-3117,FTL-3596,FTL-4273,FTL-4275,FTL-4277,FTL-4280,FTL-4285,FTL-4341 AND 5095. DESIGN PRESSURES 2 >ELCO ULTRACON AND CRETEFLEX NONS CONFIGURATIONS.........,. 3 >ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ELEVATIONS..................... 4 >ALUMINUM DESIGN MANUAL VERT,SECTIONS 5 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH HORIZ.SECTIONS............ 6-8VELOCITY HURRICANE ZONE(HVHZ). "X"&'O'CUP INSTALL 9 9.GLAZING VINYL SPECIFICATIONS(ITEMS 36,37,&131): PARTS LIST........... 10 a.PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS,INC.,EXTRUDED BY TEAM PLASTICS,INC. EXTRUSIONS _* 11-13 b,HARDNESS:70 SHORE A ANCHORAGE................... c.SPECIFIC GRAVITY:1.43 d.TENSILE STRENGTH:1450 PSI B.ULTIMATE ELONGATION:380% f. MODULUS @ 100%ELONGATION:690 PSI g.TEAR STRENGTH: 210 LB/IN ftODucirmism as__- ..Wftb pke'h ■A-p- Ol vaft-6A!7.�_2-6 11 TRUSEAL D SEAL trwt SPACER(TYP-) 36 37 40 3116"TEMPERED GLAS 131 3/16"TEMPERED GLASS 1/4"TEMPERED GLASS AIR SPACE a NOM.518"L 3/16"TEMPERED GLASS 318 GLASS 318"GLASS 3/8"GLASS TE BITE 1 Li BITE 15 15 iiiirrrlll V%CENS, 3/16MONOLITHIC" G S 1 Z4" MONOLITHIC GLASS 5/8" I.G. GLASS N0.68706 GLASS TYPE B GLASS TYPE C GLASS TYPE D RF.KW By, IOQQW L Mn CHANGE DO SHEET ; , AT* TECHNOLOGY11W NOTES GLAZING DETAILS&MAP lamil M FBC 2010 CODE CHANGE,GLAZING VINYL S SPACER DESCRIPTION oft 5th ED117ON FSC(2014)CODE t*MTE,REMOVE L.M. 62a(15 N P.O.aox I= ALUM.SLIDING GLASS DOOR,NON-IMPACT 1, 0— ——=Nj NUMBERS AND ADA&W-—_10J. __F_ W,011L. C�.f NOKOMIS,Fl 34174 1441bly Betur "w -- A.LYNN Ml R.P.E. F.K. 09108104 SOD2500 1-;Ts 1-1 - 18 1 757 N P.E.#58705 COMPARATIVE ANALYSIS: TABLE 1. COMPARATIVE ANALYSIS: TABLE 3. >EXTENDED SILL,2 1/2"HIGH >EXTENDED SILL;2112"HIGH INTERIOR >SINGLEIDOUBLEINTERLOCK(OUTSIDE) INTERIOR 46 >SINGLEISINGLE INTERLOCK >NO REINFORCEMENT(SEE SECTIONS ON SHEET 6) >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 8) 45 GLASS TYPES: PES: B.FTL-3117&FTI-4277;3/16"OR 1/4"TEMPERED C.FTL-3102;1/4"TEMPERED D.FTL-4280&FTL-4285;518"TEMPERED I.G.(3/18"T,1/4"SPACE,3/16"T) ;5/8"TEMPERED I.G.(3/16"T,1/4"SPACE,3/16"7) NOM. � OVER-ALL DOOR HEIGHT EXTERIOR NOM. co OVER-ALL DOOR HEIGHT EXTERIOR PANEL PANEL g 80"(68) 84"(7°) 90"(7°) 96"(80) SINGLE�SINGLE WIDTH 80"(Ba) 84"(7°) 90"(76) 98"(8°) SINGLE/DOUBLE WIDTH (9 INTERLOCK B +65.0 -98.8 +65.0 -70.0 +64.6 -64.6 +60.0 -60.0 -b0C +65.0 -127.1 +65.0 -120.0 +65.0 -110.8 +65.0 -102.9 INTERLOCK 24"(20) REINFORCEMENT 24'(20) REINFORCED D +65.0 -107.1 +65.0 -80.0 +65.0 -73.8 +65.0 -66.6 D +65.0 -130.0 +65.0 -130.0 +65.0 -120.0 +65.0 -111.4 B +65.0 -82.7 +58.4 -58.4 +53.8 -53.8 +49.8 -09.8 C +65.0 -106.3 +65.0 -100.2 +65.0 -92.2 +65.0 -85.3 ( 30' 25) D +65.0 -89.6 +65.0 -66.8 +61.4 -61.4 +56.9 -56.9 30„(2e) D +65.0 -115.2 +65.0 -108.5 +65.0 -99.8 +6 B 5.0 -72.3 +50.9 -50.9 +46.7 46.7 +43.1 43.1 +65.0 -92.9 +65.0 -87.3 +65.0150. +65.0 -73.8 (0) 38„ 30 38" 3 D +65.0 -78.3 +58.2 -58.2 +53.3 -53.3 +49.2 -49.2 ( ) +65.0 -100.6 +85.0 -94.5 +65.0 -86.7 +65.0 -80.0 B +65.0 -65.1 +45.7 -45.7 +41.7 41.7 +38.4 -38.4 C +65.0 -78.4 +65.0 -78.4 +65.0 -71.6 +65.0 -65.8 42"(36) 42"(3°) D +85.0 -70.5 +52.2 -52.2 +47.7 •47.7 +43.9 -43.9 D +65.0 -84.9 +65.0 -84.9 +65.0 -77.5 + B +60.0 -60.0 +42.0 -42,0 +38.2 -38.2 +35.0 -35.0 +60.0 -60.0 +60.0 -60.0 +60.0 :N04+60.0 -60. 48" 4 D +65.0 -65.0 +48.0 -0B.0 +43.6 -43.6 +40.0 -40.0 ( ) +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 1 +65.0 -65.0 EVISIED /sepil sfs. ftbthe FyOfWs NoIS ^06�P IO KAormo s Dale COMPARATIVE ANALYSIS: TABLE 2. l� >EXTENDED SILL,2112"HIGH INTERIOR 46 >SINGLE/SINGLE INTERLOCK >FULL REINFORCEMENT(SEESECTIONS ON SHEET 7) 46 GLASS TYPES: SEE NOTES 1&2 B.FTL3116;3116"OR 1/4"TEMPERED POS. D.FTL-4341;5/8"TEMPERED I.G.(3/16"T,1/4"SPACE,3/16"T) SILL DESIGN NOM. OVER-ALL DOOR HEIGHT EXTERIOR HEIGHT PRESS. PANEL 2 (IN.) (PSF) g80"(68) 84"(7°) 90"(78) 96"(e°) SINGL IS NGLE 2 1/2" +65.0 WIDTH c0 INTERLOCK 24"(2°) B,D +65.0 -105.9 +65.0 -100.0 +65.0 -92.3 +65.0 -85.7 REINFORCED 1 314" +35.3 INTERIOR NOT 30'(26) B,D +65.0 -88.6 +65.0 -83.5 +65.0 -78.8 +65.0 -71.1 NOTES: SILL RATED 36"(3°) B,D +65.0 -77.4 +65.0 -72.7 +65.0 •66.7 +61.5 -61.5 ����II 111111 ON 42'(36) B,D +65.0 -65.3 +65,0 -65.3 +59.6 59.6 +54,9 -54.9 1 SILL.POSITIVE POSIDTEVE DESIGN PRESSURE SSIGN PRESSURES NIMITED TO 35.3 IN TABLES EPSF WITH H THE E 3/4!SIHL.H 47/�cc�i'/� 48"(4°) B,D +50.0 -50.0 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 NEGATIVE PRESSURES ARE UNCHANGED ,• \GENSF '•. p 2.INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED,IN WHICH - No.58705' CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE 'Y SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. j a� I S ey. vw. R.N,a,sO.t` F ATE O �<[/\ FK 10,29M7 L D BILL NT.VS+OP TABLE DESIGN PRESSURES,NO REINFORCEMENT ,cam LOR1 p'' e 1070TECNNOLooYaRfM ne i'Ss/ONAl-E� J.J. 18/13111 M O CHANGE THIS SHEET NOKOMIS.FL 34275 a� - ALUM.SLIDING GLASS DOOR,NON-IMPACT L.M. 6261b 1 NNCHNGEHIS SHEET P.O.BOX 1529 s...+..ft mic awc n...nw s." A.LYNN MILLER,P.E. °Ai'�'°� am: NOKOMIS,FL 34274 Vblbl�r Better SOD2600 NTS 2 d 16 757 N P.E.a 58706 FX 09/0S104 J.J. OM77A7B CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES.- R.H. FIXEDI.MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48"NOMINAL .H A INTERLOCK LOCKSTILE R LOCKSTILE LINTERLOCK 2.MAX.DLO HEIGHT=91314" R.H. R.H. FIXED STANDARD S B INTERLOCK INTERLOCK LOCKSTILE ASTRAGAL 3.DOOR CONFIGURATIONS INCLUDE BY-PASS,POCKET AND ANY COMINATION THEREOF(LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE UP OF R.H. REVERSE REVERSE FIXED THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 C INTERLOCK ASTRAGAL T ASTRAGAL LOCKSTILE AND 12 OF THIS NOA, INTERLOCK EXAMPLE MAXIMUM CONFIGURATIONS: D LOCKSTILE U REVERSE LOCKSTILE A.EIGHT PANELS ON FOUR TRACKS(CENTER MEET) R.H. ASTRAGAL B.FIVE PANELS ON FIVE TRACKS(BY-PASS) FIXED TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL E INTERLOCK INTERLOCK v LOCKSTILE LOFIXED CKSTILE DOOR PANELS MAY BE USED FOR SCREENS. L.H L.H. OUBLE STANDARD F INTERLOCK INTERLOCK w INTERLOCK ASTRAGAL G LOCKSTILE DOUBLE FIXED DOUBLE INTERLOCK y LOCKSTILE INTERLOCK H INTERLOCK INTERLOCK Z LOCKSTILE LOCKSTILE PRODUCrREVISED sillk the F%eAk bmul"caft BLE DOUBLE Aaepbmkft No DOUBLE FIXED DOUBLE FZI— f� YR INTERLOCK LOCKSTILE INTERLOCK INTERLOCK CwtrJ LOCKSTILE STNDARD DOUBLE ASATRAGAL GR INTERLOCK LOCKSTILE L.HREVERSE R.H. K INTERLOCK ASTRAGAL LOCKSTILE LR L INTERLOCK L.H. STANDARD STANDARD DOUBLE L INTERLOCK ASTRAGAL WR AST L INTERLOCK M LOCKSTILE L.H DOUBLE R.H. INTERLOCK DS INTERLOCK INTERLOCK STANDARD L.H. .H. DOUBLE LYNNN ASTRAGAL INTERLOCK SD INTERLOCK INTERLOCK ....... P FIXED N..50705 INTERLOCK LOCKSTILE z F.K. iazv7 L NO CHANGE THIS SHEET IAT� F 1,ftl 10707ECHNOLCIDYDRIM PANEL 7rYPES On falls/11 U NO CHANGE THIS SHEET NOKOMIS,FL$4275 —ALUM. L :A S "',,"`l0NN- L.M. WS115 N NO CMNOE MIS SHEET P.O.SOX 1=9 ALUM.SLIDING GLASS DOOR,NON-IMPACT rarae.a m: NOKOMIS,a$4274 Visibly Better v.*w*&e Dwwft R-. A.LYMFAILLVfl,p'E. F.K. 091OW R.H.1 4. mm-w NTS 3 a 16 757 N P.E.#58705 44 1/8"MAX.DAYLIGHT OPENING FOR 48"NOMINAL,ALL CONFIGURATIONS 75 314" N F 80" MAX. 80" DAYLIGHT AX- n0. a H a OPENING 48"N MAX.PANEL WIDTH �— =i 48"NOM.MAX.PANEL WIDTH �I XX XXXO-_or OXXX NOTES: 1.SEE SHEET 3 FOR PANEL TYPES. 2.DLO WIDTH=NOMINAL WIDTH-3 7/8" DLO HEIGHT=DOOR HEIGHT-4 114" DLO DLO WIDTH PRODUCE REVISED �eo.pWn.IM 1k Fbr1Y titidleg Cade Aceept. nam oboy!b EL::z: 6.pinliW Dere 48"NOM.MAX.PANEL WIDTH 48"NOM.MAX.PANEL WIDTH OXO OXXO or XXXX p a� I– Y p O 913/4" 96" a o DAYLIGHT HT. r[ OPENING T_ 98" 96" 39" MAX. MAX. HT. HT. TYlP. � GEN, J— 48"NOM.MAX.PANEL WIDTH 48"NOM.MAX.PANEL WIDTH =i .•' Xp or pX OX or XO pXXXO or OXXX No.58705 :�' BY F.K. 1aM7 L NO CHANGE THIS SHEET 10707ECHNOLOOYDRNE EXAMPLEELEVATIONS �TF,'•.,F�pR�pP,.'`G\�� o"1a FONYMa' J.J.� 1�tavtl M OCHANGE THISSHEET NOXOMIS,FL34276 w ALUM.SLIDING GLASS DOOR,NON—IMPACT LM, 5/&M N NO CHANGE THIS SHEET P.O,SOX 1620 e.bwd. sae y,,,� a,",.aM, y„ �/ i 0—W. Im4 ct.a 0� NOKOMIS,FL$4274 Visibly Be Ker A.LYRE#68705 P.E. F.K. OS/DSR14 J.J. 0467 I6 Y SOD2600 Alr$ 4 s 16 7,57 N P,E.050705 SECT.A-A I SECT.D-D SECT.E-E _ 4 INTERIOR — (ALL SECTIONS) EXTERIOR SECT.B-B SECT.C-C SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) ss 24 OR 121 1 OR& X X X X OR 0 !L—A�............................ X 6 OR 106 PRODUC17REW92 SECT. A—A �ldlaca .4Nwrl.,lk A `i. N.Iso /u MOVABLE INTERLOCK 106 OR 8 6 SECT. C—C r'+'^"iD'f� a AT P—HOOK SECT. B—B LOCKSTILE AT ASTRAGAL "&d MOVABLE SINGLE/SINGLE INTERLOCK 76 AND 776 OR 10S X OR 0 1 OR 10] O O O O O AIR SPACER, TYP.ALL SECTIONS USED ONLY WITH X FIXED PANEL, 73 78 Mill! LYNN vie, SECT. D—D ����.•'��GENS� ' P P.,. FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E—E = No.50/0e LOCKSTILE AT JAMB 13 . *1TART. FA fG=7 L OCHANGETHIS SHEET 1070�cffNaoovn wE HORIZONTAL SECTIONS, TABLE 7- DPS �� .,OL GRID P.•'G\? J.J. ' yff R'M OCHANOE7HIS9HEET NOXOM13,A34276 �x ALUM.SLIDING GLASS DOOR,NON-IMPACT NA, \ L.M. jlwa(15 R�N ANO CHANGE THIS SHEET P.O.BOX 1628 yy�, e H, yr !I p� NOKOMI3,FL 34274 VLrlbl Better A.LYNNIhII(L��i,P.E. �ayF.K. OW04 J.J. 04/02U8 7 SG02500 1�2 6 d 16 757 N P.E458705 SECT.A-A SECT.J-J SECT.E-E INTERIOR 0 0 (ALL SECTIONS) \ EXTERIOR SECT.1-1 J SECT.G-G SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) ss 24 OR 121 *OR 46 1 OR 101 X 6 OR losX OR 0 X raooucnp�SECT. A—AMOVABLE INTERLOCK SECT. G—G w °` $ t11�-J AT P—HOOK SECT. I-1 LOCKSTILE AT ASTRAGAL m—Jw ,� »�+c + MOVABLE SINGLE/DOUBLE INTERLOCK 76 AND 77 106 OR 6 X OR O 1 OR 101 46 O O O O O 45 USED ONLY WITH FIXED PANEL, 73 X 78 134 OR SECT. J—J SECT. E—E = i4` No.56705 ` FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAMB = n '. Gl*, Tr— fZ�Sw..e F" :\�iu� F.K. 1Q2M7 L NO CHANGE THIS SHEET HORIZONTAL SECTIONS, TABLE 3-DPS �'�FS R.w�. R.wsa� 1070 TECHNOLOGYORNE '/ S .., \_ J.J, 10713/11 M O CHANGE THIS SHEET NOKOMI9,FL 54276 n` ///, 1�VA�- ` , w.. o wwa. — ALUM.SLIDING GLASS DOOR,NON-IMPACT L.M. 52SH5 N NOC IIE,7HIS SHEET P.O.SOJC 1529 sn.e �nw n..- NOXOMIS,FL 34271 Visibly Better A.LYNN MILLER P.E. K t%d4ne SM. 1172 8 d 18 7.57 N P.E.IF 58705 (1)FIXED PANEL CLIP(TOP)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD (2)FIXED PANEL BRACKETS INSTALLED AR ON EACH FIXED PANEL TO ATTACH FIXED INSTALL W/#10x1"SMS(4) PANEL TO FRAME JAMB E-INSTALL#10x 314" o PANEL SCREWS(2) 78 63114T 1 77 INSTALL W/ 32„ , INSTALL W/#10x1"SMS(4) #10x1" RE-INSTALL 114-20 SMS(2) PANEL SCREW(1) (1)FIXED PANEL CLIP(BOTTOM)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL PRONCtpjwm n aspb6a.who Plo11b bildimiCoft X" ,►Rays. Nq _U ✓G FIXED PANELS r .�.o- „ te x„ IM�►a 1 a.n ce hw (1)TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO ITS RESPECTIVE SILL TRACK 66 / o 8 , 67 \ 68 `� LYNN Y// '��cEluse •..6p ze No,68705 rc OPERABLE PANELS = F.K.Px.d� I aM7 R L NO CHANGE THIS SHEET TRACK CLIP&FIXED CLIPS INSTALLATION 'poi•'• .�5.. �; R.w�, 0, RMLme 1070 TECHNOLOOYORNE (�` '•.,�ORIO P.•'' \-` J.J. 10/13/11 M OCNMlGETHIS SHEET NOKOMI8,FL 34276 P n` ss/�N/��- G; ALUM.SLIDING GLASS DOOR,NON IMPACT LM. C✓1&J6 N NO CHANOETHIS SNEET P.O.BOX 1628 ytiy Ry,; �n� 0� A.L('IJNMIWIEF�;d.E. NOKOMIS,FL 34274 Vi lbly Better r F.K X08/04 r l 2A70 SGORSW 1/2 9 16 757 N E.0 58705 ITEM PART#DESCRIPTION PGT# MW PART h DESCRIPTION PGI'# 1 708 LOCKSTILE,MONOLITHIC 69362 62 522 COLONIAL INTERSECTION 41630 2 LATCH ASSEMBLY OCK MOCK 63 124 APPLIEDCOIANIALMUNTIN 66631 3 LATCH ASSEtv1BLY UM 7DUMY 64 1240 1116X I FLATBAR 68926T52 4 #10-32 X 1.25 PH.FL.MS(LATCH) 71114K 66 754 TRACK CLIP GUIDE 41754B/W 6 1705 INTERLOCK STD.,MONOLMUC 69409 67 756 TRACK CLIP COVER 6756B/W 7 11119 1#10 X.750 PH.PN.SMS-S.S. 7S 134X 68 1 #6 X 3/8 PP SMS 18-8 SS 76X38PPAX 8 1 11/4-20 X 1.125 PH.PN.MS 71420X118PPMSX 69 740 HOOKSTRIP(P-HOOK) 63713 9 11209 IWSTP,.187X320-PILE 6FELTK 70 722A HIGH-RISE TRACK ADAPTER 69371 11 706 TOP RAILMONOLITHIC 68172 71 702 2-TRACK HEAD 68179 12 1281 W STP,.187 X.290 FIN SEAL 61281W 72 703B 2-TRACK EXTERIOR SILL 6703B 13 725B TOP PANEL GUIDE 41801 73 704 2-TRACK JAMB 68180 15 707C BOTTOM RAIL,MONOLITHIC 68173 74 637 2-TRACK INTERIOR SILL 68275 17 726 BOTTOM PANEL GUIDE 41802 76 717 FIXED PANEL CLIP TOP TLA 13A 18 661 SINGLEROLLERASSY. 7SRAZ 77 717B FIXED PANEL CLIP,BOTTOM 7717FPCA 19 1661 ISINGLE ROLLER ASSY.-S.S. 78RAX 78 646 FIXF.DPANEL BRACKET 41814 20 683 TANDEM ROLLERASSY. 7683Z 90 1136 46 X 1/2 PP SMS 76X12A 21 683 TANDEM ROLLER ASSY.-S.S. 7683SS 101 736 LOCKSTILE,I.GGLASS 60392 23 609 ASTRAGAL,MONOLITHIC 68315 106 735 INTERLOCK STD. I.G.GLASS 60393 24 720 ASTRAGAL MONOLITHIC 69492 Ill 618 TOP RAII,,I.G.GLASS 69088 26 653 LATCHKEEPER 7SDKEEP 115 619 BOTTOM RAIL I.G.GLASS 69089 27 653 LATCH KEEPI.R-S.S. 78DKEEPX 121 737 ASTRAGAL T.G.GLASS 60394 28 1 108X.312PH.TR.SMS 78X56A 130 5/8"I.G.GLASS;3/I6"TEMPERED 29 1729 JAMB BUMPER 72087K rxoouctRewssn 30 06X.375 PH.PN. SMS 76M8PPA 1/4"SPACE 3/16"TEMPERED ..c�.ahtia•ntirielweMs 131 1006 GLAZINGVINYL-INSULATED GLASS 658GLK 31 663/664 BUMPERSHIM(.0300R.060) 41831 134 1745 DOUBLEAd'TERLOCK(STD.),I.G.GLAS 60551 o.n 33 734 DOUBLEINTERLOCK STD.),MONO. 69494 201 629 1-TRACK HEAD,POCKET DOOR 68176 36 1007 GLAZING VINYL.-3/16 6T304 cwna� 202 1628 1-TRACK JAMB POCKET DOOR 6628 37 IGLAZINGVfNYL-1/4 614GLK 203 666 OPT,SCREEN RAIL,POCKET DOOR 61394 39 3/16"TEMPERED GLASS 204 627 1-TRACK SILL,EXT.POCKET DOOR 68178M 40 114"'TEMPERED GLASS 42 645 ADD-ON STILE OXO ONLY) 69112 208 631 3-TRACK HEAD 68182 45 755 1/2 X 15/8 REINF.-ALUM 6755M 209 632 3-TRACK JAMB 68183 46 1214 1/2 X 1 1/4RED F.-ALUM. 61214M 210 633 3-TRACK SILL,EXT.W/SCREEN RAIL 68184M 49 749 REINFORCEMENT SPRING CLIP 7BRKTM25 211 613 ADD-ON TRACK HEAD 68187 51 1040 MORTICE LOCK EADLATCH 71040 212 614 ADD-ON TRACK FOR FRAME HEAD 68185 52 1040-2 MORTICELOCK(DEAD LATCH)S.S. 7104OX 213 617 2-TRACK FRAME JAMB,ADD-ON 68188 53 CYLINDERIHOUSING ASSY.(MORTICg 70288K 214 615 3-TRACKS ADD-ON 68189M 54 1016 #8 X.625 PH.FL.SMS 7858ZA 215 616 ADD-ON TRACK W/SCREEN FOR SILL 68190M 55 657 BACKINGPLATE ORTICE 4183ON 216 634 ADD-ONHEAD 68186 "1 56 1045 MORTICEHANDLE SET 71045 217 635 ADD-ON SILL 68191M ;�```��ONY Lyhfyv 57 COVERPLATE 7VT43 218 1638 LOW-RISE2-TRACK SILL,EXTERIOR 68952M Q5 UCENSF'.Cc<P r 58 659 MORTICELATCH KEEPER 17SDSP5XI 220 1636 L-TRACK SAS.,INTERIOR 68274M No.L0705 '•.4-=„ 60 11239 3116"APPLIEDMUNTIN 168421 222 671 LOW-RISE 1-TRACK SILL EXTERIOR 160803M ' �� 61 665 COLONIALENDPIECE 41628 225 732 HIGH-RISETRACKADAPTER 68313M :.;j wrwr Si If p L" rc fa=r L NocumoemsamEEr f070TECHNOLOOYORVE P -�- PARTS LISTS =ter` .r J.J. tOit3ttf M CHANCE 7Ht8 SHEET NOXOM16,FL 34276 tar i�s <DRIDP,,•'`��`� ;09jl�0:4 "° _:_ ALUM.SLIDING GLASS DOOR,NON-IMPACT' C)/mt. LM. N NO CHANCE THIS SHEET P.O.SOX 1529 a.>..w.>,cart1111 NOXOR9,FL 34274 Vvibly Better• .LYINW WLER,PE. F.K, J.J. 04p208 SOD2500 NTS �� d 78 757 N P.E.858705 2.437 --1 j T- 2.310 f+- 2.310 f 2.310 1.032 1.45 T;] .093 '--�-I .890I�- �I .8901f T-Ft062 1.816 093 1 Tug O I.G. LOCKS l 1.375 1.375 .062 101 MATL: 6063-T6 I.G. INTERLOCK 1 L l #736 MATL: 6063-T6 J_ J_ 10 #735 �1 1.036 {--' 15001- I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK r- 2.437 -r{1 I.G. TOP RAIL TOP RAIL MATL:6063-T6 MAT'L: 6063-T6 MAT'L668063-T5 MAT'L: 66063-T5 134 #745 33 #734 .062 1'032 F'- 2.310 111 it STD. LOCKING STILE 1.452 OMAT'L: 6063-T6 .093 #708 STD. INTERLOCK ---I 1.036 I X14991•- MAT'L:70563 -T6 2.562 -� r--- 2.562 -+I O 062 062 1.096 1.575 1.096 1.575 2.438 2.4Of 1I38 J 1 L 2.845 1 2.845 [:� raooucrraEvisep "'=mpW"w uwrwW --I .890 f- �i .890 1�- .125 125 No OO ./0 I.G. BOTTOM RAIL BOTTOM RAIL oyi,rynph � MAT'L: 6063-T6 MAT'L: 6063-T5 115 #619 15 #707 MAT'L: 603 ASTRAGAL. ASTRAGAL T6 MAT'L: 6063T6 121 #737 23 #720 r-- .5aoT 50l- O O po+ O O 1.611 1.250H1.750 1.750 --{ Li -{1.000 �-- -r{ 1.000 �-- 45 REINFORCEMENT 46 REINFORCEMENT O r + MAT' 75563-T6 MAT'L:12 6 03- 6 2 .000 1.750 ++++VIII 125 125 ���\+ONV LYPIN OTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4" 1 >> ��celdsP'•FP% 77 FIXED PANEL CLIP, BOTTOM FIXED PANEL CLIP, TOP _ ; No.53705 MAT' 6063-T676 MAT'L76063-T6 -� 717B R-d BY. Rev F. Wis: ����� :•W` K laQW7 Ria NO CHANGE THIS SHEET 1070TECHNOLOGYORNE EXTRUSIONS,PANELS % (�S'•.FCONID�`.•''�\�� J.J. 1N13H1 M OCHANGETHISSHEET NOKOMIS,FL 34275 �� ALUM.SLIDING GLASS DOOR,NON-IMPACT L.M. 628/16 M NO CHANGE THIS SHEET P.O.BOX 1528 ate , sdc a.ma �� NOKOMIS,17.34274 17Lribl Better A.LYNN MI ,P.E. F.K. 09/08/D4 J.J. 04N4T1B 7 SGD26GD NTS 1 d 16 757 N PZIA 58705 .660 f-- LImo— 3.624 1.000 1 REF. T .062 2.500 ANCHOR HOR —+I1• HOLES 71 2 — TRACK HEAD 70 HI—RISE TRACK ADAPTER MAT'L: 6063—T6 MAT'L: 6063—T5 #702 #722A ��— 3.500 —0 .687 62 2.370 —�{ .060 f�ANC REF. ANCHOR HOLES 1.010 73 2 — TRACK JAMB HOOKSTRIP MAT'L: 6063—T6 69 MAT'L: 6063—T5 #704 #740 1.687 REF. pRODUCtREvrseo ANCHOR �{� .062 nrnwd7M ytj--eA@ HOLESI A ' evNt 1.750 .50000 Doh 9�I `ytrrlw 8 .750 +— C.-d 082 ►Ir 203 OPTIONAL SCREEN � — 4.676 =I RAIL, POCKET MAT'L: 6063—T5 #666 72 2 — TRACK EXTERIOR SILL MAT'L: 6063—T6 #7036 1.887 REF. ANCHOR HOLES 1.750 062 F i j ,562LYN I 225 HI—RISE TRACK ADAPTER ONy.....N 4f, 4--- 3.798 MAT'L: 6063—T5 �' ' �10ENS•''•<<F'� #732 74 2 — TRACK INTERIOR SILL _ No.587o5 MAT'L#63763—T6 u 'Nis �1'6' F: '.04. F.K. la2'"7 L REMOVE NEMS 201 20?8204 1-TRACKFRAME EXTRUSIONS,FRAME :C�,S�•�<or11oP,.•'G��;� owe: x.Havm 1070TECHNOLOGYORNEIF �i '••• J. 10H3H1 M OCIVW—THISSHEET NOKOMIB,FL 31276 T"0 �'i S�OfVnL. a� ,, � ; ALUM.SLIDING GLASS DOOR,NON-IMPACT tt,, I „ 4M. 6/1&'15 N NO CHANGETHISSHEET P.O.BOX 1528 �, w.,e q ,e ,r,; as.neY. ar• aimm+ ner: NOKOMIS,FL 34274 Vwbly Beet,' A.LYNN MILLER,P.E. F K ftol I4 JJ 04A72A)6 SGD2600 NT$ 12 a 16 757 N P.E.q 58705 ADDED FRAME COMPONENTS L 4� - 5.218 � I 1-� 4.016 �I 1 3.002 {+ 1.800 ►1 77550 .950 750 1.000 1.000 1.000 T_TT .062 .dr- .062 .062 T 062 -►{I�- 211 ADD-OADD-ON TRACK, N 208 TRACK HEAD OFRAME HEAD ADD-ON 3 - TRACK HEAD MAT'L: 6063-HMAT'L-4063-T6 MATT: A MAT'L: 6063-T6 #613 614 #634 #631 .062 062 I A %�! 667 062 .687 3.187 -{ f625 5.094 =i 2 - TRACK FRAME, 2.394 ---�-1 O209 3 - TRACK JAMB 213 MAT'L: 6063-T6 JAMB ADD- N222 1 EXTERIOR-TACKIW/ ADD-NISE MAT'L: 6063-T6 #617 MAT'L: 6063-T6 #632 #671 -7- {� rma��imHelk+fi J .062 1 .082 T 062 440 - 1 A Pi.LC-_0&6j_1 6 1.250 J 1.250 562 I�627 d A.* 582 562 1 War 6 Cwenl 6.184 T i 5.582 T 3.988 �� 3 -TRACK SILL EXTERIOR 214 3 TRACK 6063 ADD-ON SILL 216 2 -XTER OR ACK SILL, ADD-OLOW N Zip W/ SCREEN RAIL O #615 MAT'L-' 63-T6 MAT'L: 6063-T6 #633 .062 062 062 062 .562 .562 .562 .562 11 11 T{�- 2.446 rfi' r= 3.798 �-- 2.204 `���ONY LYNN yj/e {�- 1.644 �Z: ....EN.. •,eF i 215 ADD-ON TRACK W T 2 -TRACK SILL, 1 -TRACK SILL, e`':' `�� sF '•�' SCREEN FOR FRAME SILL 217 1 -TRACK ADD-ON SILL 119 INTERIOR W/ ADD-ON 220 INTERIOR W/ ADD-ON * No.58705 MAT'L: 6063-T6 MAT'L: 6063-T6 MAT'L:#6373-T6 MAT'L: 6063-T6 _ * ' - �:� * RVNC py. M4' RMibtl: �t� c F.K. 1020A77 L NO CHANGE THIS SHEET EXTRUSIONS,FRAME CONTWUEb '� 7 Rip(J • ��Z la Ip _ i� J.J, f yt&11 M R�„p„�. OCHANOETH133HEET NOKOMIS.FL31276 ALUM.SLIDING GLASS DOOR,NON-IMPACT �'S;S�ONAL fOIOTECHNOLOGYDRNE L.M. 6206 N NO CHANGE THIS SHEET P.O.BOX 1520 Sy� 8; 6nK o"ft ' Rw A NOKOMI,FL 31274 Visibly Better .LYNrII�fILL'E�,'P.E. w.F 099�OW4 awe o.r sGD25oB IYTS 13 d 16 T57 N P.E.p5B705 HEAD&SILL ANCHOR CLUSTERS-JAMB&P-HOOK ANCHOR QUANTITIES TABLE 4. NOTES: DP TABLE REF.> S ERT 2,TABLE . SHEET 2,TABLE 2. SHEET 3,TAB 3. 1.ANCHOR TYPES: 1)1/4"ELCO ULTRACON 2)1!4"ELCO SS4 CRETE-FLEX 3)#12 STEEL SCREW(135) GLASS TYPE> B,C ORD B,C ORD CORD INTERLOCK&> SSN SR S R 2.GLASS TYPES: B-3/16"TEMPERED C-1/4"TEMPERED D-5/8"TEMPERED I.G. REINFORCEMENT HEAD& HEAD& HEAD& ANCHORTYPE SILL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P-HOOK 3.INTERLOCK AND REINFORCEMENT KEY: &SUBSTRATE CLUSTER CLUSTER CLUSTER SSN-SINGLE/SINGLE WITH NO REINFORCEMENT. p p l p l p 1 p p ! p! p l o ! SSR-SINGLEISINGLE WITH FULL REINFORCEMENT. Q � � O O OmO O OO U UO!U U ()101(.) OU U U 10.0 s(U U SDR-SINGLEIDOUBLE WITH FULL REINFORCEMENT. z z z Zz z OQ ZIZ Q z z yO!o OO(PANEL O U 6 8 O t'; o O miz ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACI NG: WIDTH X HT. ri U U pp C U a C4 IUN .IN i _ N N N Q_I N IC N• - 24.000 x 80.000 C6 CB r-- 8 5 5 1 4 C6!C6 C6 8 8 8 5, C81 C8 C6 8 B B 51 5 5 JAMBS AND P-HOOKS SPACING-6"MAX.FROM CORNERS AND 28"MAX.O.C. 84.000 C6 C 8 4 : 4 C61CB C6 B ! 84 • !10 5I ! 5.......... ... ...._._ ..._......._.............}....._....._..........1 ..i............_......... ..................90.000 C6 C6 8 4 1 4�4 CBC6 C6 8 8 B 4 5! 4 C8;C8 C6 8 8.!101 HEAD AND SILL SPACING-6"MAX.FROM CORNERS AND 22 5116"MAX.O.C. 96.OD0 C6 C6 8 4 4 4 66 C6'C6 8 8 8 4 5! 4 C8:C8 C6 9�...8 10 5�'S 5 30.000 x 80.000 CB C6 C6 818 6 51 4 C6 106 C6 B 81 B 5 5 4 C8 C8 C6 B!10!10 8 6 1 5 5. INSTALL PER ANCHOR QUANTITIES OF TABLE 4,USING THE DIMENSIONAL 1.................._. .._.._. ..._..........._..... ..._....._ ` 84.000 C6 C6 C4 BI $ 8 4 14 1 4 C6�C6 C8 B 8 11 8 5 5 j 4 C8 C8 C6 8 10110 6 i 6 5 CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 90.000 6666 C4 8! 8 8 •..4•.1..•4• 4.C6 U6 C6 8 'B i 8 5 5.i, 4 C8I C6 C6 B 10 10 6 8 5 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK LL... 1 !... ,._._....... I........................ 98.000 C•6 C6•Cd��•8 t•$��••.8•.•-4.�• •C6 CB;C6`•��$••..B.I...B..•5���5! 4 C$•iC$ C6 $ 10�'10 g.•�...6-•••$•� SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, 36.000 0.000 CBC C6 8! 8 15! C6IC6 C6 8 B, 8 5 5 5 C8 C8 C6 10 10;10 6 6! SILL AND JAMB TRACK SECTIONS. ._.,...._.... 1 ....._. ... 84:000 C6 CB C4•.8.1..8....8.._4.�•••d•••!_a, CBiC6iC6 .$ 816. $ 5' 5 C61c$ C$ 10 1blid S. $_fi._5., y.........._.................... !.. «.... ._...... .... 16'M MAX.On AnD C6 C6 C4 $s 6 8 4 1 4 4 fi�CB•C6 8 8 8 5 5 15 C8!N C6 1U T6.1'�o 6 8 5 96.00D C6.ca._.6. 8 8 4 4 s 4 8 C6, ! $ 8 C6•16110!I'd - "16 "5 ANCHOR .{ 42.000 378=0 C6 C6 (A 8 8 8 5' 5, C6 C6 C6 101 10 10 6! 6 i 5 LOCATION, I ...... 56 ...i.......i !.... t... 84.000 �C•4 C4 C4 •8 18 B 4 I•d 1!•�4 CBjCG}C4"9"��9 ,8 5•����5.•�5��C6�C6 GAB�i•0 1o11�b��,6 $��1 8: TYP. 90.000 C4 C4 04..8 j•e....$ ,4,I 4 i,4 C6•,C6 C4 g 8 $"""5"'"5 j 5"cB';c's'Ce 96.000 C4 C4 C4 8 8 8 4 4; 4 CBtC6sC4 8 8 8 5 5 1 5 C6!CB C6 10 10110 8 6 8 48.000 x 80.00D C6 C6 C4 8' 8 8 5 5 5 C4 C4 C4 8 8 8 4 4 4 L IC6 ASTRAGAL OR PRODUCEREVI9FA ! _ .._...____._...._....._....!._._...._._.._........._ ensPbb¢wltbthe t9wM�l _.84.000 C4 C4 C4 8! 8 8 4 4 r4 C4}C4!C4 8 8 8 4 5! 4 CB C4 B 8 i10 5 . 1 5 {NTERLOCK,7YP. byN¢C°d�!............_................1_............. 1......._.........._..l. ...................._.... _._..........._..... . (4)ANCHORCLUSTER-C4 /J=o4 C4 C4 8 8 8 4! 4 1 4 C6iC6 C4 8 B18 5 5' 58! 6 5 AN°96.000 4 C4 C4 8 1 8 8 4' 4! 8 5 5 1 5C6 C6 10 f 10 i 10 6 8 8 18°MAX. ANCHOR LOCATIONS, 8" TYP.,(2)PER HEAD&SILL MAX 1 11/16"MIN.O.C.TYP. 48"NOM. 48'NOM. 48"NOM. 48"NOM. 0 ( U U ANCHOR p o O EXAMPLE SOLUTION LOCATION, rr (6)ANCHOR CLUSTER-C6 ANCHOR 28"MAX. HEAD&SILL-6"MAX.FROM PERAT ? z LOCATION, O.C. CORNERS,22 5/1V MAX.O.C.AND C6 96" 28"MAX. 2-TRACK TYP.,(1) AT EACH ASTRAGAL OR INTERLOCK. 16"MAX. MAX. O.C. JAMBS,SEE O O O PER AT JAMBS&P-HOOKS=6"MAX.FROM 8"SHT.16 FOR P-HOOK CORNERS AND 28"MAX.O.C. MAX. L 0 Y m MULTI- Q p TOTAL AT HEAD=30 ANCHORS TRACKS U rn =30ANC APPLICATION TOTAL HORS TOTAL AT JAMB= 8ANCHORS ��`����! •,,...,,/(( ���� TOTAL AT P-HOOK= 5 ANCHORS 3"MIN. \��',•'��cENSF''•�� 6"MAX. I I (8)ANCHOR CLUSTER-C8 t' 6"MAX. 22 5/18"MAX.O.C.—�+ ►{ �=EADISIL=CLUSTERL OCATION TYP. it No.56705 jl:4B"NOM MAX. SEE C4,C6 OR C8 CLUSTER DETAILS - /*'T' CLUSTER DETAILS (/FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE RMaBY• R",filr� � •• F.K. iaaero7 L DP-HDOKMAX.SPACEN08JAMB MINI,MULTI-TRACKNOTE. 1070TECHNOLOGYDRNE ANCHORAGE SPACING %C�n r\.; J.J. iN1311 R M O CWNGE THIS SHEET NOKOMIS,FL 34275lC;T '�` ''i `S/ONA�-��` °�` P.O.BOX 1517 ALUM.SLIDING "10111110`` L.M. 523/16 N CRANOEANCHOR TYPE 1 TO Ul.M4CON NO.O.BQ FL 3127 VLrlb Better °� m.,. ay.e �i1pNi R"' A.LYNN MILLER,P.E. a..ner tw h so0z500 NTS 14 + 16 757 N P.E.a557os F.K. 09/0&/04 J.J. OIN1iDB 13/8'MIN. CONCRETE ANC 14 KSI MIN. CONC.- V MIN.E.D.,TYP.(2) (SEE A 3/4"MIN.E,D.(2 112"FO 11.687 2x WOOD -FCRETEFLEX),TYP.(2) ERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE 1"MIN.E.D.,© WOOD ANCHOR TYP.(2) APPLICABLE TO HEAD OR JAMBS 1 12"F (SEE NOTE 1) NOTE 1. 3/8" 1/8 AL.MIN, 1.594 1XW BUCK IN. 6063-T5 O.C. (S E TE 2) (EXTERIOR) (EXTERIOR) M 1A87 114"MAX. 1 1/4"MAX.SHIM 2x WOOD O.C. #12 SMS (SEE NOTE 2 DETAIL-C DETAIL-D WOOD ANCHOR DETAIL-J (SEE NOTE 1) 1/4"MAX,SHIM (EXTERIOR) N TYPICAL FRAME HEAD INSTALLATION 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DACE COUNTY APPROVED ELCO 1/4"ULTRACONS OR 1/4'SS4 A S NOTE 1. CRETE-FLEX EMBEDDED 13/4'MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314'(2112"FOR CRETEFLEX OR - 1.5 KSI MIN. C CMU). FOR WOOD INSTALLATIONS USE#12 SCREWS OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8"MIM OR 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2".WOOD BUCKS 3,4 KSI MIN. CON DEPICTED AS 2x ARE 1 112"THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 3,FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM A 1594 STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B.D AND F CONCRETE D.C. ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM(SEE DETAIL J). ANCHOR A IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN IN THIS NOA MAY BE USED. I 3/4"MIN.E.O. 4,IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED,NON-SHRINK, (SEE NOTE 1) (2 112"FOR NON-METALLIC GROUT(3350 PSI MIN.).(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL ;J-5 CRETEFLEX OR MU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 1XWOOD—BUCK 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, S 6 (SEE NOTES 2) (EXTERIOR) P.p) THE AUTHORITY HAVING JURISDICTION, OR APPROVED Y DETAIL-E 1/4"MAX. P%0DUCrREVISED rftftp?y&gwftk 14 plod* 1.687 O.C. (SEE NOTE 5) b-Idktcoo. TYPICAL JAMB INSTALLATIONS WOOD ANCHOR (SEE NOTE 1) 1 WOOD BUCK,(SEE (EXTERIOR) 130'MIN. 3.4 KSI MIN. CONC. NOTE 2) [-- NOTE 1, 13 8"MIN, 1"MIN.E.D., -- NOTE 1. -1 CONC.ANCHOR WOOD ANCHOR TYP.(2) (SEE NOTE 1) WOOD (SEE NOTE 1) CONC.ANCHOR • 2x WOOD E IL-B (SE 2) (SEE NOTE 1) 1"MIN. (SEE NOTE 1/4"MAX. MIN.E.D. M1 E-D. E.D. A (SEE NOTE 4) 1.6870,C. (E TERIOR) i f. :r`yi` NOTE 1. (SILL) (SILL) (SILL) j 13/4"MIN.E.D.(2 1/2' CONCRETE A CHOR FOR CRETEFLEX),TYP.(2) k (SEEN E 1) (EXTERIOR) 3.4 KSI MIN. CONC LYNN ...... (EXTERIOR) (EXTERIOR) DETAIL '\, DETAIL-A -G DETAIL-H DETAIL-I TYPICAL FRAME TALLATIONS No.6870 TYPICAL POCKET P-HOOK INSTALLATION AIT 11119V7 L NO THISSHEEr R.X..�&p 1070rECHNOLOGYDRW ANCHORAGE DETAILS STATE 4cl JU ILVIXII M NO CHANGE THIS SHEET NOKOMA%FL X275 phor-4 r • �ar. .......... C> R-� CHANGE EDGE DISTANCE FOR CRETEFLEX OMV..C NGE L.M. 6&8/15 N TAPCON TO III.TRACOM ADD WOOD EDGE DISTANCE P.O.BOX 1529 ALUM.SLIDING GLASS DOOR,NON-IMPACT NOKOMIS,FL 34274 Visibly Better a--.W*t 71V E. or vwj�5�6' A.LYNWK4I1ILtdA,'0.\' F.K. 0910&N -J.J. ,avow SOD2500 jt;4 757 REA S8706 JAMB INTERIOR 1.69 MIN.O.C. 7 6 5 4 3 2 7 L 1.59 6 MIN. O.C. ANCHOR LOCATION,TYP. 5 4 ' 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: 1.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14,APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS.ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON-CENTER ►RODUCfACV13L0 DIMENSIONS FOR ANCHORS ARE 1.69"AT HEAD AND SILL AND `�w°~f whb aqF0" 1.59"FOR JAMBS. Aaept..ce Ne Zc e4g'F../D 2 ►q+nll�o.IcMRN'f7.7a 2.EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK ftp` �T FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- JAMB EXTERIOR TRACK SECTIONS. 3 4 n 4 14 4r�U 5 n St ti? 4 til St4 II II 6 u II HEADZSILL EXTERIOR n HEAD/SILL INTERIOR u P�,.'•�,ICENSF''•.FP 1.69 MIN.O.C.' }� N0.58705 RMOBr O.bc R.W— +C�''. E IF F.K. la=7 L REMOVEI-TRACKFRAME FRAME,POTENTIAL ANCHOR LOCATIONS F toRioP.•'' ���` 10707ECNNOLOOVORNE _ J.J. ' rata++ R M OCNANOETNISSHEE! NOKOMIS,FL94275 �_ ALUM.SLIDING GLASS DOOR,NON-IMPACT %S;��NAI L�` P.O.SOX 1529 A.LYNN MILLER,P.E. L.M. 52A�15 N NO CHAIJOETNIS SHEET a.i.D25 1 m1 F.� NOKOMI9,FL 91274 Visibly Berner 5002600 ��4 16 d 16 757 N P.E.p 58705 F.K. 09/091'14 J.J. 00/D298