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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 3 MIA`q y w;y—^tom''`a s J' v2VF .9rRh .' ai Y hF II4 SCISHame i La01n 5 User RegMiadon j Hot Topla Submit Surch.Me i SUM&Facts Publications FECStaR ECISSite Map i •Links } Search R onda t', SCANNED i9F Product Approval BY uses: while user St. Lucie County Prea t A oroval Menu a Pmartt or AoolcaYron Search > Aoellratlon tlst> Appliraton DOM FL# FL251-R28 11+.:., s �.. Application Type IXevis'on Code Version 201 Application Status Approved .Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by Me POC and/or the Commission If necessary. Comments Archived J Product Manufacturer PET Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 466-0100 Ext 22318 dma rk@pgtlndustries.com I Authorized Signature Jens Rosawski Jrnsowskl@pg0ndustdes.com Technical Representative Jens Rosowse Address/Phone/Emall 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowskl@pgdndustnes.com Quality Assurance Representative Address/Phone/Email Category 6vterlar Doo s Subcategory bdingi Fxtenoq DoogAssembl 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 TAS 201, 202, 203 1 Equivalence of Product Standards Certified By Product Approval Method Method 1 Opbon A Date Submitted 06/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 FILE EM ©132- Year 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 8/4/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 251.1 SGD - 670 (Non-fmpact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes `051 R28 C CAC ffi-O6]9_Q;3,p2 1 Approvetl 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 R28 11 16-0629.03.odf 1 product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER !size, and spacing Information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Parry: 251.2 ISGD-670HP Non -Impact) Aluminum Sliding Glass Door I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI251 R28 C CAC 16-0629.04.odf 1 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 Mlaml-Dade County Notice of Acceptance (NOA) for FL251 R28 11 16-0629 04 Ddt 1 product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER ! size, and spacing Information. I Created by Independent Third Parry: Evaluation Reports Created by Independent Third Parry: 251.3 5GD - 680 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 928 C CAC 16-0629.05.Of 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 F6251 R28 11 16.0629.05.odf product performance information, anchorage details, and anchor type, Verified By: Mlaml-Dade BCCO - CER size, and Spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 JSGD - 770 (Large Missile Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629 O6 Ddf 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 71 16-0629.06.odf Product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 251.5 JSGD - 770HP (Large Missile Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC I6-0629.07.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R28 11 16-0629 07 Ddf product performance information, anchorage details, and anchor type, Verified By: Miami -Dada BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 jSGD - 770HP (Small Misslle Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yek FL251 R28 C CAC 16-0629.08.Ddf ' Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data 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 11 16-0629.08.odP product performance information, anchorage details, and anchor type, Verified By: Mlaml-Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 jSGD - 780 (Impact) InGuard Aluminum Sliding Glass Door LLmlts 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 Data Impact Resistant: Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Mlaml-Dade County Notice of Acceptance (NOA) for FL251 R28 11 16-0629.10.odP product performance Information, anchorage details, and anchor type, Venfied By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGG2500(NORIm aCt) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate for use in HVHZ: Yes FL251 R28 C CAC 15-0609 10 DR.odf _Approved Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 0 22/2018 Design Pressure: N/A I sta a on n$r�Rfonrs Other: Please see Miami -Dade County Notice of Acceptance (NOA) for L25TR28_"11 I 0609T10 DR d product performance information, anchorage details, and anchor type, VTifieti-B?.`Mfamf-OadTBCCO - CER size, and spacing Information. Created by Independent Third Parry: 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.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 8/4/2017 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 i/ 15-0612 06 LM df product performance Information, anchorage detalls, and anchor type, Venfied By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-303D (Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door. Limits of Use Certification Agency Certificate Approved for use In HVHZ: Y,% FL251 R28 C CAC 15-0'12 07 SM W Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions i Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL25I R28 IT 15-0612 07 SM.odf product performance Information, anchorage detells, and anchor type, Verged 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 thrifts of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL252 R28 C CAC 15-1210 03.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 Ir 15-1210 02.odf product performance Information, anchorage detalis, and anchor type, Verified By: Mlami-Oade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 251.12 SGD-5570 (Large Missile Impact) Vinyl Sliding Glass Door LImILs of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R26 C CAC 15-121IID1.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 INDIA) for FL251 R28 IT 15-1210 01 00 product performance Information, anchorage details, and anchor type, Veri0ed By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Indepentlent Thlrtl Party: rn I Contact/i :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The Stale of Florida is an AA/EED employer. Cmw1Idht 2007-2013 State of Florida :: Pnvocv Statement :: Acimeolladlity Statement :: Refund Statement Under Florida law, emall addresses are public records, if you do not want your e-mail address released in response to a public -records request, do not seed electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please mated 850.487.1395.'Pursuant to Section 455.275 (1), Florida Statutes, effec4ve October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The e malls provided may be used for official commu nlcation with the licensee. However email addresses are public recand. 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 puNic. To determine If you are a licensee under Chapter 455, F.S., please Owl, here . Product Approval Accepts: ® FqA E 'f, f �SCCLYTIY1"AIETftYGS' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 8/4/2017 MI®DMADE 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.gov/econoniv 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 RBR - 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, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. r[ DESCRIPTION: DESCRIPTIONZ5 rSeries "SGD 0U' A 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 05129/15, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: A rived 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'r/a" 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. MIAMI•DADE COUNTY NOA No. 15-_06.09.10 Expiration Date: May 23 . $ pproval Date: August 13, 2015 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-bnpact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 05/29/15, signed and seated by Lynn Miller, P.E. B. TESTS (submitted under files # 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 (51h 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. `Ski � . ��+ H•.� shaq I. Chando, P.E. Product Control Examiner NOA No. 15-0609.10 Expiration Date: May22,2018 Approval Date: August 13, 2015 E-1 1. GLAZING OPTIONS: B. 3/18' TEMPERED GLASS. TEST REPORTS FTL-3116, FTL3117, FTL4277 AND FTL-5095. C. V4' TEMPERED GLASS. TEST REPORT FTL-3102. D. SW INSULATED GLASS (I.G.): (2) LITES OF 3/16' TEMPERED GLASS WRH A 114' AIR SPACE. TEST REPORTS FTL-4273, FTL-4275, FTL-4280, FTL4285 AND FTL4341. 2. CONFIGURATIONS: SEE SHEET 3. 3. DESIGN PRESSURES: SEE TABLES 1-3 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. 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, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALSSHALL MEET THE REQUIREMENTS OFTHE FBC. FOR ANCHORAGE DETAILS, SEE SHEETS 13 AND 14. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. B. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. 7. REFERENCES' TEST REPORTS FTL-3102, FTL.3116, FTL-3117, FTL i3596, FTL4273, FTL-4275, FTL-4277, FTL-4280, FTL-4285, FTL-4341 AND 5095, >ELCO ULTRACON AND CRETEFLEX NOA'S >ANSOAFSPA NOS FOR WOOD CONSTRUCTION A >ALUMINUM DESIGN MANUAL ' 8. THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. GLAZING VINYL SPECIFICATIONS (ITEMS 38, 37, 8131): a. PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS, INC., EXTRUDED BY TEAM PLASTICS, INC. b. HARDNESS: 70 SHORE A c. SPECIFIC GRAVITY: 1.43 e. TENSILE STRENGTH: 1460 PSI e. ULTIMATE ELONGATION: 380% 1. MODULUS @100% ELONGATION: 590 PSI g. TEAR STRENGTH: 210 LBBN 3l16" TEN 39 40 1/4" TEMI SPACER (TYP.) 3116" TEMPERED GLASS 1 /4" MONOLITHIC GLASS GLASS TYPE C NoNOYIS n &ne Raawlm NQms, R8 - 130 NOM. 5/8" I.G. AIR SPACE 3/16" TEMPERED GLASS 3/8" GLASS 5/8" I.G. GLASS GLASS TYPE D ac 2= I NISI 1 + 16 SHEET :RAL NOTES ............. 1 ING DETAILS ............ 1 3N PRESSURES....... 2 ;IGURATIONS........... 3 ATIONS..................... 4 '. SECTIONS ............. 5 Z. SECTIONS............ 8-8 -O' CLIP INSTALL... 9 'S LIST ....................... 10 No. 58705 •* '��SS/ONAIPE�G�. 'innl1II m``. A LttAIM11 RP.E. PFA saros COMPARATIVE ANALYSIS: TABLE I. COMPARATIVE ANALYSIS: TABLE3. >EXTENDED SILL, 2112" HIGH INTERIOR >EXTENDED SILL, 2112" HIGH >SINOLEISINOLE INTERLOCK >gINOLE1000BLE INTERLOCK (OUTSIDEf ip >NO REINFORCEMENT (SEE SECTIONS ON SHEET 6) >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 0) GLASS TYPES: GLASS TYPES: B. FIL-3117 8 FTL�271; 3116" OR 1/4' TEMPERED C. FTL-3102; 1/4" TEMPERED D. FTL4260 8 FTL4285: 518" TEMPERED I.G. (3116-T, 114•SPACE, 3116•T) D. FTL-0273 8 FTL4275; 518• TEMPERED I.G. (3118'T, 1/4'SPACE, 3/16'T) NOM. OVER-ALL DOOR HEIGHT EXTERIOR NOM. m OVER-ALL DOOR HEIGHT EXTERIOR PANEL SINGLE/SINGLE PANEL g �° (�) 64• C7°) 00' (7°) 98' (e°) SIN L DOUBLE WIDTH a ae�i(61) C"CI°) 90' (7°) B6' (8q IMERLOCK WIDTH 0) _�� B >85.0 8 + 5.0 1.0 +04.8 -64.0 +60.0 :80.0 �Q C 465.0 -127.1 +65.0 -120.0 +65.0 -110.8 +65.0 -102.9 JNTE OR LOCK 24° (2� REINFORCEMENT 24' (2^) REINFORCED D E. -1%.1 +85.0 -80.0 *85.0 -73.8 +85.0 58.6 D +85.0 •130.0 +85.0 •130.0 +85.0 -120.0 +65.0 -111.4 B +65.0 52.7 +56.4 -58.6 +53.8 -58.6 +49.8 -09.8 C-106.3 +65.0 -100.2 +05.0 -92.2 +65.0 -85.3 E. _ - 30"(0) _ 142" COMPARATIVE ANALYSIS: TABLE2. >EXTENDEO SILL, 2112" HIGH >SINGLEISINOLE INTERLOCK >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 7) GLASS TYPES: S. FTL-3110; 3116' OR 1/4" TEMPERED D. FTL4341: 618" TEMPERED I.G. (3/16"T,1/4'SPACE,3/16'0 NOM. OVER-ALL DOOR HEIGHT PANEL g 80° 84" (7°) 98° (8°) WIDTH (7 (6°) 24" (20) B,D +85.0 .105.8 +65.0 -100.0 +65.0 -85.7 30° (28) ETD +65.0 -88.8 +85.0 -83.6 +65.0 M-6&7+61.6 -71.1 B,D +65.0 -77.4 +65.0 -72.7 +61.6 -51.52° (3°) B,D +65.0 -55.3 +55.0 -85.3 20 +54.9 •54.948" (4°) B,D +50.0 .50.0 +50,0 +50.0 .50.0 48" INTERIOR 46 46 SEE NOTES 1 8 2 POS. SILL DESIGN EXTERIOR HEIGHT PRESS. (IN.) (PSF) IS NGLE/SIN 2112" +65.0 INTERLOCK 13/4" +35.3 REINFORCED INTERIOR NOT NOTES: SILL RATED I. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 21/2' HIGH SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1314. SILL. NEGATIVE PRESSURES ARE UNCHANGED 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. r1DXaM/S. n.wn, vtr/bb Beerc. s0ormo NTs 1 2 • 16 757 FQDDIICI'REYRIM tlL�yL�1t\IY f7o,IL lj�j�6pYk'itWei cwr 'r1' No. 58705 A LYNN MUM RE P.E.O Y705 CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: 1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 4B' NOMINAL LOCKSTILE R FIXED LOCKSTILE L.H. INTERLOCK WIDTH PANEL TYPES IS 44 118". A NTERLOCK 1 2. MAX. DLO HEIGHT = 91314' B R.H. NTERLOCK � INTERLOCK S FIXED LOCKSTILE STANDARD ASTRAGAL 3. DOOR CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY COMWATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE UP OF THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 AND 12 OF THIS NOA. C R.H. INTERLOCK REVERSE ASTRAGAL T REVERSE ASTRAGAL FIXED LOCKSTILE EXAMPLE MAXIMUM CONFIGURATIONS: INTERLOCK U REVERSE LOCKSTILE B. EIGHT PANELS ON FOUR TRACKS (CENTER MEET) LOCKSTILE ASTRAGAL B. FIVE PANELS ON FIVE TRACKS (BY-PASS) TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL R.H. L.H. 1I�H V FIXED FIXED LOCKSTILE LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS. E INTERLOCK [] INTERLOCK I C F L.H. L.H. INTERLOCK INTERLOCK W DOUBLE INTERLOCK STANDARD ASTRAGAL rj LOCKSTILE DOUBINTERLOCK Y LOCKSTILE IED NTERLOCK moDDCTRemm ��yr4. nlM roHr H INTERLOCK INTERLOCK Z LOCKSTILE LOCKSTILE K. - 60 . )O b DOUBLE �G1—y�� DOUBLE YR DOUBLE FIXEDD�R FIXED LOCKSTILE �� INTERLOCK I I —I I INTERLOCK INTERLOCK 4•- . -+ J LOCKSTILE ASTRAGAL GR �Gr INTERLOCK == LOCKSTILE K INTERLOCKLOCKSTILE LR ASTRAGAL INTERLOCK L INTERLOCK ASTA TRAGAL WR ASTRAGALD OUBLE INTERLOCK �GI—y,�, M LOCKSTILE ='u INTERLOCK ESD INTERLOCK j I —I I�� C INTERLOCK \"POOH% LYNN 4114�'G� •�� . 4F STANDARD � t.H, L.H. DOUBLE INTERLOCK N ASTRAGAL INTERLOCK INTERLOCK— • •�. q No. 58700 P IN FIXED -T vaeaxlan �_� ALUM. SUDlNG GLASS DOOR, NOW 94D]WO NTS 3 +. 18 757 39' TYP. 48' NOM. I UPt a.a t44YLIGN so MA p HT MAX. PANEL W IDTH I �\ DXX'P 4 4W NOM. MAX. PANEL WIDTH, —I-'-- i 0 0 0 IL 98' MAX. H`T. 1 48- NOM. MAX. PANELWIDTH Xp or pX OX or XO NING FOR 48' NOMINAL, ALL CONFIGURATIONS L 7575 3/ p6 E 80' DAYLIGHT MX OPENING HT 48' NOM. MAX. PANEL WIDTH DXXXO or OXXXo DLO 11E- DLO WIDTH 4W NOM. MAX. PANEL WIDTH I OXXO Or XXXX S BB° MAX. HT. 1 48' NOM. MAX. PANEL WIOTH �— pXXXO or OXXXp P.Q6QC16'DI NO ;s. n91N4 fiGW1 NOTES: 1. SEE SHEET 3 FOR PANEL TYPES. 2. DLO WIDTH = NOMINAL WIDTH -3718" 3. DLO HEIGHT =DOOR HEIGHT -4.1/4' 91 314" 96' MAX. MAN DAYLIGHT OPENING L HT. I 4 s 16 1 757 MD I LYNN 4 �\GENSp No. 58705 212 r 1 r 1 u u 216 (5 - TRACK HEAD & SILL SHO 1 214 215 217 — — MAX. HEIGHT ALL CONFIG. NOTE: MAX. DP W/ 1 3/4" SILL = 435.3 PSF EXAMPLE MULTI -PART EXTERIOR FRAME ®ill_i1i® 94 V4° MAX. DLO ALL CONFIG. VERTICAL SECT. STANDARD SILL 212 u r-I u r-I 216 (5 - TRACK HEAD &SILL SHO i 74 215 217 EXTENDED SILL P.0.6O1 Ii EXAMPLE MULTI -PART INTERIOR FRAME EXT. EXTERIOR INT. NOTE: ITEM 74, INTERIOR SILL IS NOTAPPROVED WHERE WATER INFILTRATION IS REQUIRED. A e VERTICAL SECT. INTERIOR SILL VERTICAL SECTIONS ALUM. SLIDING GLASS DOOR, NOW ar n ryw aooasoo 1/2 15 + 16 1 757 �ILOOU[f RbY19TD �.row.n�arwr. noy♦;�f•/D ry�uY.an�ui'18 No. 58T05 SECT. A -Ai SECT. D-O 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) K, (6 1 OR 8 SECT. A -A MOVABLE INTERLOCK AT P-HOOK IN 106 OR O SECT. B-B MOVABLE SINGLE/SINGLE INTERLOCK 76 AND a I v OR 106 `AIR SPACER, TVP. ALL SECTIONS X SECT. D-D FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK P.O. Box 161E N°x°.ws.awm SECT. C-C LOCKSTILE AT ASTRAGAL X OR 0 OR 8 SECT. E-E LOCKSTILE AT JAMB HORIZONTAL SECTIONS TABLE 1- Df ALUM. SLIDING GLASS DOOR, NON-IM o. . soozsro 1/2 6 • 18 1757 X No. 50105 * ' SECT. A -AI SECT. H-H SE(:I. t-t _ INTERIOR (ALL SECTIONS) 7 I EXTERIOR SECT. F-F J SECT. G-G SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) X U OR 106 SECT. A -A MOVABLE INTERLOCK AT P-HOOK IN MOVABLE SINGLE/SINGLE INTERLOCK D6 AIRSPACER. TYP. ALL SECTIONS SECT. H-H FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK P.O.vlxl B NONOMI$fl.74 SECT. G-G LOCKSTILE AT ASTRAGAL x OR 0 OR 8 SECT. E-E LOCKSTILE AT JAMB HORIZONTAL SECTIONS TABLE2-L ALUM. SLIDING GLASS DOOR, NOW sowsm 1/2 7 a 16 757 a x is PA- ./0 IMM�"ptt 10\\IIIIIlll7: ` �`�•' GENS F _- No. 58705 O Sl TEO 8 7 ,10NA- E.• A LYNN MRLER P.E. REM W70 SECT. A -AI I SECT. JJ SECT. E-E INTERIOR (ALL SECTIONS) EXTERIOR SECT. 1-1 J SECT. G-G J SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) X O OR 106 SECT. A —A MOVABLE INTERLOCK AT P—HOOK 6 OR 106 X X 33 OR 134 SECT. 1-1 MOVABLE SINGLE/DOUBLE INTERLOCK ' � 134 OR 33 SECT. J—J FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK P.0.BQX IStB NOKCb13,0.J11)1 SECT. G—G LOCKSTILE AT ASTRAGAL X OR 0 USED ONLY WI' FIXED PANEL, OR 8 SECT. E—E LOCKSTILE AT JAMB s(wz 1 112 1 8 1 16 1. 757 X No, 50705 ti D W4 po`.. 5 , k, A RE a$B70LTRE 05 (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB 78 63114T OINSTALLW/ ffi, EMS (2) „O. (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD rl \ INSTALL W/#tOx1°SMS (4) RE4NSTALL010x 3/4° PANEL SCREWS (2) 77 INSTALL W/#10xl" SMS (4) / RE -INSTALL 114-20 � PANEL SCREW (1) F „X„ ` y \ (1) FIXED PANEL CLIP (BOTTOM) INSTALLED \ ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL nX „ C� „X„ FIXED PANELS (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO ITS RESPECTIVE SILL TRACK z--- — \ OPERABLE PANELS PA BOX I6m wre vs a,+rw xax0evS.awn4 wlbb Berm. s0#zsw 1/2 1 9 > 16 767 e crop~ 1r.ID Pb1Y eAti11YtiWy�No I r-rr6o5J0 h� nf..+ i • cr.w V LYNM 4111 -•rp uC[NSc''',.� No.00.. 5�W05 '-it'_ ir S TE 1$ : lu. ITEM PART# I 708 LOCKSTIIE,MONIJU DESCRIPTION PGT# 1 I 1 1 D17YI PART#DESCRIPTION PGP# 693G2 62 522 COLONIALINTFRSECfION 141630 2 1 JLATCHASSMBLyk�a7LOCK 63 124 APPLIED COLONIALMUNfIN 66631 3 LATCH ASSEMBLY 7DUMY 64 1240 I/I6X IFLATBAR 68926152 4 #I0-32X1.25PH. FL MS(LATCH) 71114K fib 754 TRACKCLIPGUIDE 41754B/W 67 756 TRACK CLIP COVER 6756WW 6 705 INTERLOCK STD. MONOLITHIC 69409 68 96X3/8PPSM5 18.8SS 76X38PPAX 7 1119 # 10 X.750PH. PN. SMS-S.S. 7S134X 69 740 HOOKSTRIP (P-HOOK) 63713 8 1/4.20XLl25PH.PN.MS 7142OX118PPMSX 70 722A HIGH-RISETRACKADAPTER 69371 9 1209 WSTP,.187X320-PILE 6FELTK 71 702 2-TRACK HEAD 168179 11 706 TOPRAI MONOLITHC 68172 72 703B 2-TRACKEXTERIOR SILL 16703B 12 1281 WSTP,.187 X.290 FIN SEAL 16MIW 73 704 2-TRACK JAMB 169180 13 72511 I TOP PANEL. GUIDE 141801 74 637 2-TRACK INTERIOR SILL 68271 15 707C I BOTTOM RAIL, MONOLITHIC 68173 76 717 FD{ED PANEI.CLNP TOP 7LA13A 17 726 BOTTOM PANEL GUIDE 4I802 77 717B FIRED PANE BOTTOM 7717FPCA 18 661 SINGLEROLLYRASSY. 7SRAZ 78 646 FIX® PANELBRACKEF 41814 19 661 SINGLE Rol LERASSY.-3.5. 7SRAX 20 683 TANDEM ROLLERASSY. 12683Z 90 1136 96X 1/2 PPSMS 76X12A 21 683 TANDEM ROLLER ASSY.-S.S. 7683SS 101 736 LOCKST LG GLASS 60392 23 609 ASTRAGAL, MONOLITHIC 68315 106 735 INTERLOCK STD. I.G. GLASS 60393 24 720 ASTRAGAL MONOLITHIC 169492 111 618 TOPRAIL,LG.GLASS 69088 ecrREUMD .h1e.IbN� R,/ • o r<WTI" tt 26 653 LATCHKEEPFR 115 619 BOTTOMRA LG GLASS 69089 27 653 LATCHKEEPE'R-SS. 7SDKEEPX 121 1737 ASTRAGAL I.G. GLASS 160394 28 29 30 31 33 36 37 39 40 42 45 46 49 51 52 53 54 55 56 57 58 60 61 #8 X.312 PH. TR. SMS 78X56A1 130 5/8" I.G. GLASS; 3/16" TEMPERED 1/4"SPACE 3/16"TPJYIPERID 729 JAMB BUMPER 172087K 06 X.375 PH. PN. SMS 7IX38PPA 131 1006 GLAZINGVINYI.-INSULATED GLASS 658GLK 663/664 BUMPERSHIM .0300R.060 41831 134 745 DOUBLEINTERLOCK STD. I.G.GLAS 60551 734 DOUBLEINTERLOCK(STD.),MONO. 69494 201 629 1-TRACK HEAD -POCKET DOOR 168176 1DD7 GLAZINGVINYL-3/16 6T304 202 1628 1 1-TRACKJAMB POCKET DOOR 16628 GLAZINGVINYL-114 614GLK 203 666 OPT. SCREEN RAIL, POCKET DOOR 61394 3/16"TEMPERED GLASS 20q 627 1_ TRACK SILL, EXT. POCKET DOOR 68178M „uunr 1/4"TEMPERED GLASS 1 208 1631 13-TRACK HEAD 68182 645 ADD -ON STILE OXO ONI.Yl 09LIZ 209 632 3-TRACK JAMB 68183 755 1/2X 15/8REI1,1F.-ALUM 6755M 210 633 3-TRACKSIII-, EXT. W/SCREENRAH. 68184M 1214 1/2X11/4REINF.-ALUM. 161214M 211 613 ADD-0NTRACKBFAD 68187 749 REINFORCEMENT SPRING CLIP 7BRKTM25 212 614 ADD-ONI CKFORFRAMEHFAD 68185 1040 ° MORTICELOC. EADIAT 71040 213 617 2-TRACKF0AMEJAM0, ADD -ON 68188 1040-2 MORTICELOCK(DFADLATCH)S.S. 17104OX 214 615 3-TRACKMJ. ADD•ON 61181M CYLINDFRlHOUSINGASSY. ORTI 70288K 2I5 6l6 ADD-0N TRACKW/S&R FOR SLL 6819DM 1016 #8X.625PH.FLSMS 7858ZA 216 634 ADD -ON HEAD 68186 657 1045 BACKINGPLATE ORTIC MORTICEHANDLESET 4183ON `. Nv LYNN .� 1��.••••. MiY , _ No. 58705 '•. =_ ,PO�: S CD 71045 217 635 ADD -ON SILL 68191M 218 638 LOW-RISB2-TRACKS EXTERIOR 68952Mu�E�sF'.�F?', COVIILPLATE 71C43 659 MORTICELATCH KEEPER 7SDSPSXI 220 1636 I -TRACK SUJ.,INT0UOR 68274M 1239 3/16" APPLIEI)MUNTIN 68421 222 671 TAW -RISEN -TRACKS EXTERIOR 60803M 665 COLONIAL ESDPIECE 141628 225 732 HIGH-RISEETRACK ADAPTER 68313M FK JJ. LM. W. 1. F.K. 1 ,mero7 L raavaeixroarle-Er CNWOETKISSMEET ,omiEcwAvmraarve (AYIMOAiL3,%,E va�rrEn NOIfOW&/L.M1)1 P T �— VL/6y Be[rcr PARTS LISTS :iy,'•.�;<onmP .:'�<� O/VAL ENG��• ',, 11 ALYNN IAiLL RPE. REA50105 10/IY11 M Im ALUM. SLIDING GLASS DOOR, NON -IMPACT =,f5 N we iH188NEE/ a� 0091A0 w'@ 6002600 NTS �` . i5 a i5 °i-'�� 757 7 N OANBNO J.J. ---1 .890 1--- .890 T--� .002 1.378 JUL�J` 1.375 I1.— .082 L�{1 L--i5ocl— 1.0�36 I.G. TOP RAJL TOP RAIL MATT: 6063—T5 MAT'L: 6063—T5 111 #618 O #706 �1 1.036 I-- .062 2.438 L +1 .890 F"" I.G• BOTTOM RAIL MATL: 6063—T6 ii 619 T—I h -- .500 ,.61 in L �— 2.437 �— 2,310 �"— 2.310 --+� 7.032 062 — .093 093 101 I.G. LOCKSTILEI T1.816 MAT'L;- 6063—T6 LL I #736 I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK 2.437 �1 MATL:6063—T6 MAT'L: 6063—T6 134 #745 33734 32 66z 0 OSTD. LOCKING STILE 1 MAT'L: 6063—T6 #708 062 2.438 L —�i .eBO 1-- BOTTOM RAIL MAT'L: 6063—T5 15 #707 500— 1.250 45 REINFORCEMENT 46 REINFORCEMENT S—T6 MAT'L: MAT'L�75563 ITEMS 45 AND 46 LENGTH = PANEL HT. — 4 1/4" 2.845 L U— I.G. ASTRAGAL MAT'L: 6063-T6 727 #737 FT T 1.09 1.575 1 2.845 — .125 H.D. ASTRAGAL GMAT 6063—T6 23 #720 O O I o O I r 1.750 � --j 1.000 �- 2.10E 125 77 FIXED PANEL CLJP, BOTTOM MAT'LL,,�:p717B6063—T6 O O I O O I 1-- 1.760 +I -�{ 1.000 r+ t12T50 6 L FIXED PANEL CLIP, TOP 76 MATL: 6063—T6 717 H� 2,310 ,r 093 I.G. INTERLOCK MATL: 6063—T6 8 #735 F— 2.310 i.4>2M 093 STD. INTERLOCK MAT'L-. 6063—T6 _ O #705 P.Q BOX.M2 re xoKom�s. rtwa74 v4;Ny 8ceee. sGOZ600 NTS 11 + 1B 757 A.V�—0 0 ./0 efarl '': No.53705 '%* 3,624 r 1.687 REF. •082 —�I ANCHOR It' HOLES 77 MAT'L? 0063 T6 HEAD #702 L ice— 3.600 687 ' ' 1.694 REF. ANCHOR HOLES O732 — TRACK JAMB MAT'L: 6063—T6 #704 1.687 REF. +� ANCHOR I HOLES 1.760 4.676 72 2 — TRACK EXTERIOR SILL MAT'L: 6053—T6 #703B 1.687 HER ANCHOR HOLES 062 1 I 166662 Yam" — 3.798 74 2 — TRACK INTERIOR SILL MAT L#637 3—T6 2.500 1 .062 70 HI —RISE TRACK ADAPTER MAT'L: 6063—T5 #722A 2.370 �{ �.060 1.0110 HOOKSTRIP 68 MAT'L: 6063—T5 #740 1�r .062 .500 L- 7p .750 203 OPTIONAL SCREEN RAIL, POCKET MAT'L:#6663—T5 .550—�III'IUI�III1I� 01350 13 1 225 HI —RISE TRACK ADAPTER MAT'L: 6063—T5 #732 P.O. BOX im NOXON18 nwm Wm=- I NITS 12 a 16 1 757 w�0n�u� eev�� rWyc°c' 0 No sii0.�an 8 Yr :' No. 50705 I.^ 14 A r 5.218 �I I 1.000II i .062--�{�+— r 208 3 — TRACK HEAD MAT'L: 6063—T6 #631 062 1 667 5.094 I I 209 3 — TRACK JAMB MAT'L.#6323—T6 .062 T 6.184 3 —TRACK SILL, EXTERIOR 210 W/ SCREEN RAIL MAT'L: 6063—T6 -#633 L062 .5r62 �Z! 2.446 215 ADD —ON TRACK W/ SCREEN FOR FRAME SILL MAT'L: 6063—T6 #616 ADDED FRAME COMPONENTS L{.--- 4.016 �I 9T U U �'� .062 T{h.-- 211 ADD —ON TRACK HEAD MAT'L:#6033—T6 61 062 687 2 — TRACK FRAME, 213 JAMB ADD —ON MAT'L: 6063—T6 #617 LI --- 3.0022 1.000 II II T u .062 II ADD —ON TRACK, 212 FOR FRAME HEAD MAT'L: 6063—T6 #614 .440 -1 r 625 062 2.394 222 1 —TRACK SILL, LOW —RISE EXTERIOR W/ ADD —ON MAT'L: 5063—T6 #671 Imo— 1.600 --]-1 1.000 .032 —IIu— I OADD —ON HEAD 216 MATT: 6063—T6 #634 .062 t 0 L .062'440 50 1 J� .682 1 .662 .627 5.582 3.885 3 — TRACK ADD —ON SILL 218 2 —TRACK SILL, LOW —RISE 214 MAT'L: 6063—T6 EXTERIOR W/ ADD —ON #615 MAT'L:#6363—T6 1 062 .6r62 I I- — 1.844 217 1 —TRACK ADD —ON SILL MAT'L:#6353—T6 L_ .062 582 I ��-- 3.796 2 —TRACK SILL, 119 INTERIOR W/ ADD —ON MAT'L:#6373—T6 1_ 062 .662 r�--- 2.204 1 1 —TRACK SILL, 220 INTERIOR W/ ADD —ON MAT'L: 6063—T6 #636 P. BOX I= em�onns. n ra7a vo-�bh Berzr sa.. NTS 1 13 • 16 1m000fmv m r rupl`[�IHOe(bW 4�rro o ./d cWrr 8 * r Na. 58705:* IP TABLE REF.> SHEET 2, TABLE I. GLASS TYPE? B,CORD INTERLOCK 8 > 88N HEADS SILL JAMB P-HOOK :EINFORCEMEN NCHORNIPE SUBSTRATE CCpLUBTER cc�op NOM. Y ANEL UNIT 5$ pp 5 pp Z 5 (o 2 NIDTH % T. NIA 2 .00 % 80. 8 8 CB C4 8 8 —rip 4 84.000 90.000 C8 C6 C4 8 B B I, <„ 90.000 C8 CB C4 8 8 8 .4. 4 ,' 4 30000 %'. ,BO.D00 CB CB C6 .Bt 80 7, 4... 90.000 96.000.4.....4.'- 36. O z 0.000 84.000 B -eCA.. C CB 8 ....�.-.8..._6. 8 ..,..4.._ _4.. 5 eo.oOG c6 ��' co is-...8- ..5..0 4.. 96.DO 'C6 C6 .�.-'9' .. .8 .&. ....-4 ........._ 4 42. D X 0.000 CB CB C4 8 8 5 6 90.000 c4 C4 a .-6"..6•' .6.....4 4 96.000 C4 C4 C4 e 8 6 W. 4, 48.00D X 80,000 CB CB C4 8 8 8 5 5 B4.0D0 C4 54 C4 8 r S 8 4 -4 90.000 64 C4 C4 B 5 5 4 4{„ BB.000 64 64 C9 5' B 8 4. 4 ANCHOR LOCATIONS, TYP.. (2) PER HEAD 8 SILL JAMB I P-HOOK I SILL 48"NOM. —48'NOM. 48-NOM. �48'NOM. V U U FANCHOR '� LOCAIIION. ? ANCHOR LOCATION, PERAT 6- 28' MAX. - 2-TRACK K K K TYP., (I A%. O.C, JAMBS.Si 0 PERAT L SHT. 16 F P-HOOK Y MULTI- oTRACKS 0xAPPLICA d 8' MAX. �-6"MAX. 225H6"MAX. O.C.-k-1 48" NOM MA%. TAULC 4. NOTES: A 3, TAB 3. 1. ANCHOR TYPES: C OR D 1) 1/4' ELCO ULTRACON 2)1/4" ELCO $84 CRETE-FLEX 3) 612 STEEL SCREW (G5) Offff 2.GLASSTYPES: B-3116°TEMPERED C-1/4'TEMPERED D-518'TEMPEREDI.G. JAMB P-HOOK 3. INTERLOCK AND REINFORCEMENT KEY: SSN - SINGLE/SINGLE WITH NO REINFORCEMENT. al O SSR-SINGLE/SINGLE WITH FULL REINFORCEMENT. 111mi py�o0 SDR-SINGLE/DOUBLE WITH FULL REINFORCEMENT, niI U U q, gNCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: I — N t 8 8 8 5 5 5 JAMRS AND P-HOOKS SPACING-6- MAX. FROM CORNERS AND 28' MAX. O.C. 8 0 5 5 ....5. ..8.. 'i0 ..5. ...5_... ..... _ ........ HEAD AND SILL SPACING - 6' MAX. FROM CORNERS AND 22 5/18° MAX. O.C. 38810 5�5 5 Y 8 10ff 10 6 6 6 5. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL S B 10j t0 6 8 '-5 CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 4e'1010 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK SECTIONS. SEE SHEET IB FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, 0 10 1 8 B SILT AND JAMB TRACK SECTIONS. 6 "10"'TO?'196 8- "6' 18" MAX. 6..t6. .{.6.I..ip _5.. ..5.....5.. 5 "t6'I'70i 70"B'1"6 5- ANCHOR MAX. 8 10 10 8 6 5 LOCATION, 5 to id io e s B 'P DUCT EVISED w 4 8 8 8 5 515 ASTRAGAL OR 4 B 8 10 5 5 6 INTERLOCK, TYP. (4)ANCHOR CLUSTER -04 .Ifni, C /$ 4 10 10 10 8- -8 15 S t0I 10 10 B 6 iii 8 16° MAX. 8' Ai.w MAX. 1 11/16- MIN. O.C. TYP. EXAMPLE SOLUTION 2W MAX. HEAD 8 SILL = 6" MAX. FROM O.C. CORNERS, 226118' MAX. O.C. AND C6 AT EACH ASTRAGAL OR INTERLOCK. JAMBS B P-HOOKS = 6" MAX. FROM CORNERS AND 28" MAX. O.C. TOTAL AT HEAD =30 ANCHORS TOTAL AT SILL =30 ANCHORS TOTAL AT JAMB= 8ANCHORS TOTALATP-HOOK= 5ANCHORS L HEAD/SILL CLUSTER LOCATION TYP. SEE C4, CS OR C8 CLUSTER DETAILS P.O.60X 14A (WANCHOR CLUSTER -CB 16' MAX. 8" MAX. 3" MIN. (Bl ANCHORCLUSTER • C8 CLUSTER DETAILS SGDM I NTS 1 14 > 16 1 757 \\\\Illll rrl J pN 56705 • lY1_, '.��•'. ATE 1' :' '' Tom''•. Ftomo A. LYMV MILLER P.E. 4-� CONCRETE ANCHOR 3.4 KSI MIN. CONC. A 1'MIN. E.D., TYP. (2) A 1.687 (SEE NOTE t) CRETEFLEX), IN E.D. YP. (2 FOR 2x WOOD CRETEFLE%), TYP. (2) (EXTERIOR) � O.C. (BEE NOTE 2) ALUMINUM MULL ANCHORAGE IN. E.D.,AAPPLICABLE TO HEAD OR JAMBS WOOD YP. (2) '"j: �� !',2:,: :�;'(.-'� NOTE 1. 7/8 AL. MIN. (SEE l13/8. tz WOOD BUCK MIN. 1 (EXTERIOR) 8083-TS (SEE NOTE 2)(EXTERIOR) 1.687114'MAX. SHIJ �lf4"MAX. SHIM#125M5 2xWOOD O,C WOOD ANCHOR (SEE NOTE 2) ,DETAIL -C DETAIL - D (SEE NOTE 1) DETAIL - J i/4'TERIOR L TIONS ( ) NOTES: TYPICAL FRAME HEAD INSTA LA DETAIL - F 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' ULTRACONS OR 1/4" SS4 A CRETE-FLEX EMBEDDED 13/4' MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4' (21/2' FOR CRETEFLEX OR SEE NOTE I. �II— 1.5 KSI MIN. CMU CMU). FOR WOOD INSTALLATIONS USE #12 SCREWS OR ELCO 1/4. SS4 CRETE-FLEX ANCHORS EMBEDDED 1 318" MIN. THICKNESS IS LESS THAN 1112". WOODBUCKS OR 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE TOTAL 3.4 KSI MIN. CONIC. DEPICTED AS 2. ARE 11/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS '4 APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENtTO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK. THEALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B. DAND F 59 '14 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM DETAILJ). ':;:+.i., CONCRETE O.C. ® IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN INTHISNOAMAYBE USED. ANCHOR -.: 1 3/4' MIN. E.D. 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, (SEE NOTE i) GROUT NE OTHNSFERS) PPORT SILL E ENTIRELENGTHTRAIS :;;:, ^; (21/2^ FOR NON-METALLICISNOTIGHT EAR LOAFULLD R TO SUBSTRATE. WOO `4 �� CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, TTOTHE SUB TRAMIN.TE, A I WOOD BUCK (SEE NOTES 2) (EXTERIOR—� TYP 2 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY () THE AUTHORITY HAVING JURISDICTION. 'ROBUCT DETAIL - TYPICAL RAME JAMB INSTALLATIONS NOTE 1. CONIC. ANCHC (SEE NOTE 3.4 KSI MIN. CONC. CONC. ANCHOR (SEE NOTE 1) lx WOOD BUCK, (SEE NOTE 2) WOOD , (SEE MIN. E.D. 114" MAX 1.687 O.C. (SEE NOTE 5) WOOD ANCHOR (SEE NOTE t) '•'!> (EXTERIOR) I _I 1318'MIN. ITN. 1' MIN. E.D., TYP. (2) A ---111���'1 2x WOOD DETAIL-B (SEE NOTE 2) 2x WOOD (SEE NOTE 2) 1f4' MAX (EXTERIOR) (EXTERIOR) (EXTERIOR) DETAIL-0 DETAIL -H DETAIL-1 TYPICAL POCKET P-HOOK INSTALLATIONS 1.687 O.G—I�--�I I— (SEE NOTE 4) (EXTERIOR) 'ir,•:!' I )•• •.1 .+'a' •:' NOTE 1. �I4J�� 1 3l4" MIN. E.D. (2 112- CONCRETE ANCHOR'J FOR CRETEFLEX), TYP. (2) (SEE NOTE I) 3.4 KSI MIN. CONIC. DETAIL -A TYPICAL FRAME SILL INSTALLATIONS P.O. BOX Im tie NOI(OMIS, RJl1l9 1 h6, Ba. 1500600 xj/4 15 > 16 P.+vx. 757 R vLSED OdVbIHNH14 Rorlr 414Ixx COG A". O /D LYIJN Q "',, No. 58705 •��� Score VS f n'•.A1 1.69 MWIN .O. . 7 6 ANCHOR LOCATION, TYP. 5 4 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: I. 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 ANDIOR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER DIMENSIONS FOR ANCHORS ARE 1.69" AT HEAD AND SILL AND 1.59FOR JAMBS. 2. EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK FRAMES ON SHEET i6 ARE ALSO APPLICABLE TO ALL MULTI- u TRACK SECTIONS. 5 HEAD/SILL EXTERIOR 1. IN.69O. 6.1 NO% A, FL 91175 P.O. AOX I= NOI(O 1411=74 JAMB EXTERIOR HEAD/SILL INTERIOR \naunul NON...;.... y" N., 58705 T �K' '.00ATIONS NAI-OC�� NON -IMPACT ""I 3I.,,,; ` `� SGDx 1 114 1 16 w 16 1 757 1 1