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HomeMy WebLinkAboutProduct approvals2/25/2020 Florida Building Code Online rrrr. trrzr, rrrr OF Fr i BCIS Home Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts I Publications Contact Us I BCIS Site Map I Links search dbor Product Approval LY -0 Lt5ER; Public User f &ctAppWvai Menu > Pmdutt or app licaUon search > Apollrai ian l..t > Application Detail FL # FL251-R32 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Or N Venice, FL 34275 (941)486-0100 Ext 21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/27/2020 Date Validated 02/10/2020 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGgQjs4gJkxUg%3d Year 1994 UK! 2/25/2020 Date Approved of Products FL # Florida Building Code Online Model, Number or Name 251.1 I SGD - 670 (Non -Impact) 02/10/2020 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. 251.2 1 SGD - 670HP (Non -Impact) Description Aluminum Sliding Glass Door Certification Agency Certificate FI -251_R32 C CRC 19 1.126.A1,pdf Quality Assurance Contract Expiration Date 04/07/2025 Installation Instructions X51 R32 II 19-1126.01.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: IAluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R37 C CAC 19-1126Qpdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami Dade County Notice of Acceptance Fl 4_I_ -R2 IT 7,4_1126.02.pdf (NOA) for product performance information, anchorage details, Verified By: Miami Dade BCCO CER and anchor type, 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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate IL251 R32 C CAC 1.9-0130.02.pdf Quality Assurance Contract Expiration Date 03/18/2024 Installation Instructions Flt' 1 R32 IT 19-913(),[_72.pdf Verified By: Miami -Dade BCCO - CER 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 1-1.7.51 R32 G CAC 19-1126.03.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Impact Resistant: Yes 02/17/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FI -251 R32 II 19-1.126.03.pdf (NOA) for product performance information, anchorage details, Verified By: Miami -Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: - __ — -- _ _ 251.5 SGD - 770HP (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL251 R32 C CAC_19-1126,04.pdf Quality Assurance Contract Expiration Date 03/24/2025 Installation Instructions FLZF?_ R3 _J119-1126.04.pclf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 I SGD - 770HP (Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R32 C CAC 19-1126.05.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance I L ilil. R32 IT 19-1126.05,pdf (NOA) for product performance information, anchorage details, Verified By: Miami -Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGgQjs4gJkxUg°/o3d 2/3 2/25/2020 Florida Building Code Online 151.7 SGD - 780 (Impact) _imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance NCA) for product performance information, anchorage details, Ind anchor type, size, and spacing information. 151.8 SGD-2500 (Non -Impact) _imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance NCA) for product performance information, anchorage details, Ind anchor type, size, and spacing information. I l-51.9 SGD-5470 (Non -Impact) _imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance NOA) for product performance information, anchorage details, Ind anchor type, size, and spacing information. 151.10 WinGuard Aluminum Sliding Glass Door Certification Agency Certificate FL251 R32 C CAC 1704�0(lJ,pdf Quality Assurance Contract Expiration Date 08/02/2022 Installation Instructions FL251 R32 11 17042004.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Aluminum Sliding Glass Door Certification Agency Certificate FL251 1232 C CAC 19-0219.11 pdf Quality Assurance Contract Expiration Date 05/22/2024 Installation Instructions FL251. R32 11 19.0219.11,pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Vinyl Sliding Glass Door Certification Agency Certificate Fr_251 R32 C CAC 17042007-pdf Quality Assurance Contract Expirati 04/21/2021 Installation Instructions FL251 R32 11 1.7042007.p !Lf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: SGD-5570 (Large Missile Impact) 1 Vinyl Sliding Glass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL251 P32—C CAC 17042006.pdf Quality Assurance Contract Expiration 04/14/2021 Installation Instructions FL251 R32 II 17042006.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Lis :: 2601 Stair stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyri i007-2013 .. a e of Florida- :: Privacy Statement :: AcceWbllity Statemens :: Refund Sta eraent 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 electronlc mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.407.1395. -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 addressesare 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: �c Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGgQjs4gJkxUg%3d 3/3 MIAMIDA�DE MIAMI-DADE COUNTY a 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/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, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-670" Aluminum Sliding Glass Doors w/ 900 & 1350 corners -NI APPROVAL DOCUMENT: Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets I through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/179, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements to be reviewed by Building official. 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", unless otherwise 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 renews NOA # 17-0420.09 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMIDADE-CQUNTY NOA No. 19-1126.01 Expiration Date: April 07, 2025 Approval Date: January 09, 2020 Page 1 PGT Industries Iuc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED I. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SG D -Non- Impact", sheets l thru 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, Y.E. B. TESTS 1. REF Test report on 1) Uniform Static Air Pressure Test, per PBC, TAS 202-94 2) Large Missile Impact Test per FBG, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc,, Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16.06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniforni 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 Reports No(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13) 2. Reference Test reports 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by .Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11 /01 / 13, signed & sealed by Marlin D. Brinson, RE (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by Fenestration Testing 3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and AT172138.01-401-18. 4, Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08). C. CALCULATIONS (submitted under file #14-0123.11) 1. Anchor verification and comparative analysis dated 03118/14, 06/25/14 and last revised on 01 /30/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -04 & -09. D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic- Resources {RER Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.01 Expiration Date: April 07, 2025 Approval Dale; January 09, 2020 E-1 PGT lndustrics, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS I N one. 1F'. STATEMENTS (submitted under file #14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5" Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi -fold doors referenced to FBC 2014 (5`" edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. 2. Evidence submitted under previous submittal A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of'22, prepared by manufacturer. dated 02-02-14 and last revised on 04/1$/17, signed and sealed by Lynn Miller, RE. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/09/17, complying with FBC-217 (61' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTMS -1300-02, -04 &-09. 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 IBC 2014(51h edition) & 1`I3C 2017(60' Edition) and letter of no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.L. G. OTHER 1. This NOA revises NOA # 16-0629.03, expiring April 07,2020- 3. 7,2020_3. New Evidence submitted A. DRAWINGS Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed by Lynn Miller, P.E. \ " S.- lb%aq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.01 Expiration Date: April 07, 2025 Approval Date. January 09, 2020 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1 None: F. STATEMENTS (submitted under file #14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5"' Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring April 07, 2020. 2, Test proposal # 16-0125 dated 03/09/16 approved by RER. 3, AAMA's Technical Paper for SGD & Bi -fold doors referenced to FBC 2014 (5`h edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.F. 5. 'fest proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. 2. Evidence submitted under previous submittal A. DRAWINGS 1. Drawing No, PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, preparedby manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/09/17, complying with FBC-217 (01 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. N one. F. STATEMENTS 1, Statement letter of conformance to FBC 2014(5`h edition) & FBC 2017(6" Edition) and letter of no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. 'Phis NOA revises NOA # 16-0629.03, expiring April 07, 2020. 3. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled "Series 670 Altura SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11 /22/19, signed and sealed by Lynn Miller, P.E. I Ishaq 1. Chanda, P.E. Product Control Unit Supervisor TOA No. 19-1126.01 Expiration Date., April 07, 2025 Approval Date: January 09, 2020 E-3 PGT Industries, rn�. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS (submitted under file #17-0420.09) 1. None 2. Glazing complies with ASTMS -1300-02, -04 &-09. 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 2017 (6d'Edition) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, PIE. G. OTHER 1. This NOA renews NOA # 17-0420.09, expiring April 07, 2025. hhaq 1. Chanda, PIE. Product Control Unit Supervisor NOA No. 19-1126.01 Expiration Date: April 07, 2025 Approval Date: January 09, 2020 E-4 SERIES 870. NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 66"MI5" CIORNERS t1 OTs4lNdG iT+=E OPTIONS SEE TABLES, THIS SHEET & GLAZING DETAILS ON SHEETS 465 2) [£LK:N PRLS;JJREt: A, NE(iA'I NE OESIGF. LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300_ C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, A5D_ 31 A"VIORAGE; THE 331,3%&TRESS W-CR$ASE HA -'. 'QT. BEEN USED 14 THE De94'7.4 OF 11"IS PROOVCT, MATERIALS, INCLUDINU SUT 401 EILBTED tOSTEEL 5:CR£a+r THAI COME IN IO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. B) �i[FL4ENCEE; EI.C4T LIL.xRACOY CRETaUX MID AGnntGAMR NOAS, ANSUAFBPA NDS FOR WOICCI LONST7RUCTItdN 04P ADV AttAUAUM OESIGN MANUAL 7j THIS t R6130CT HAS BEEN Of' IGNED 8 TESTED TO r.OMPL.Y WITH F1 IF P7:0L4Rf MENf5 Gr THII C I.AtRER7 FLORIDA BUILCAW, C;IDE, INCLUDING THE HIGH VELOC ITV IkUR RIC ANT: ZCIN€ fHVM7J 81 DOOR SUES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. AS APPLICABLE 9) TEST REPORTS: FTL-5254, FTL.5979. FTL •:98C, FTL-6987, FTL-15M, fTL-NO2. FTL•0034, FTL•6035: FTL-7554 AND ATI 72138 01.1401.18 TlFrtCR GGF IIF1AIrNTW'YHFFTSAAFr F'I°sT D4s000n (Lis1B0 from EJ4enorto "-w) Tyf e 'ft LTING OET'ATLS. - 41 TrJerrAF.h 1,h•_ _ i:r, I. b1.IlLUCAR 5 _.Ord ,� T1.r2mfi Y.7.Ass • &s YLRaPASi . iEh' 1rWER{,Tl9tAT1 Iw4+lweiww =t MJI�(Ib:J fH.4:`••: .53ltrRr� 1EAIF£RETfGLA53� r�9.. lYPFES3U.._M'n/D 1iF%K:FR} l - lA1%FaATiaN!F}134' Vh�On tll AA,lLr�.MI'^Aa''-9^k�E"�� .rae Ems.. �DsrsatT. fpr A•reM111Yi.IZAEc 001tt kiddtl(S�I ►U►GINO [tl0E IFDCi 6T1/FD1110X +All FL gi `KAL"Vo"ObE(FBC!, STH EDITION oAq iM E}IgYtn ,r lwtgw +E6' NRA-'ir olow An -TORS tRyOrgn aAw:Lslw DESIGN IfAJAl4_A1aeAl05i cAnc xIH1e ._ TC 1F. er • 1 REV —. J-11 A GENERAL NOTES ...--.-__ 1 - EXAMPLE CONFIGS ._ _ 23 'ft LTING OET'ATLS. - 41 ANCHIAtu46E _.-_-... . &A msr, N YRE]BLIII£5. _.Ord INSTALL DETAILS .....12.ta' Iw4+lweiww EIEVATIKN{'S: _. 5fr.i6 PN7EL F GILLTIVE_. R CROSS SECTIONS ,.,18,14 PARTS LIST.......... .,. 20 FMuSMDNS ..21,22 � �4rTr a awe rvenmva L T NA:l.'N a]A]efi >� A. Ay T1VF BWMAk E4. INn O.L . TwnEdtlwlN Ar pwrp 4EY WD NETA! d164TRR'E MweOer Iwwrla DWrla Iw4+lweiww pnA%A-DARE COLn1TY APPF'UVEG NJCHORS. SFE TABLE A ON THIS SHEET FOR EMRF,DArENT, EDGE .TF 1D2 StAb, 6r�n 3 •sM'I ■1s' 71- I.1e" M,I+av c e ra+ar'r�9 !wm!'M •Aa P'rW ;F,•ltl Ac F,"95 Aa1 Arkw •'-- i� J17C. p1 �• vilT4 wU'r+d".YI' 711- z� �wAw+�4�'�•�•t LOADS TL1�MF. SSTR11 T:IR B fCK OEOICsR4lATF.JLL11STi LON IS ti•ri Gm. - M2410 A IF," 90 kr f. - 110 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO Ss' vur BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION 5)IF501L PkTIG-HT TO:SLIR5r-ATE..Gl"JT OR OTHER MATERIAL IS FI ..-!lrra snn . tf4 a.1p.Mlh Fik 11— W-fd➢1 T THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF _ 5N U w eke AyF+/'. •l _ nw. + ''"r F :vii: 1`.,. _ `r € r5ERIES q0 Af.C1AL SCL7- NON -IMPACT I t � +r + 1,9W FRSE aY N AeKk"^Er.4 95• 351 1125:ed SAYS IG $1 ^' ro� i5.1rA.sse+ R.c 4'•C 0 rH0' B i"m dAllaeaN Eeyak AE a,}c e_,lyd. rr ±+Ort 4 F` a'•F 6tlJb' :IG3' lll�� IT meld sAalatlt `�`.. L'e•Ekel -Cord .---"' Fi .� iLIIA •_ • x !. F, -165 k. F.=,T?v. _ � e• t x _.... }%Y dltl 55 Elro beleFla6 ,ki, __ .__.. F,•IZT4kr F,- INTla, .kc l •: - -- 1•:'r "11Q rIW ,, AW_ATE 00,CK*Iaf3 T L ^^` v^`� • ^^• •.• lAD Tl�AhCH]RRI!CM1F'd�'r{;,rr�i 4EilTN I'lIF rWI t,HBFFP: Tr31 hRGRvsW SI ALF ..-afa• r+n IrN"rK" MIN.rYK T1fiIM 4TiEi GRJci;,-MW T1r., asrgl AlW F- = nYsl d) 7n.tfq rIAd YAL1MY N ka- ties .� �oc aFGLIGITIONS IMiM E f(S 1 NAUAI CF 1 TIRENI9 ERLND alq.. +d�,yry3f (Ygtf=e,AEr'!. F.Mrrir , 0 1 � u,T A NIN IF, 4EY WD NETA! d164TRR'E AN4'jiQR NATE IifCrR y.C1NCN8TT�ieiU'dLrgSTRATE APPI,ICATNON59V MIALO-DADS I:(yIJNTY. USE CN1.Y pnA%A-DARE COLn1TY APPF'UVEG NJCHORS. SFE TABLE A ON THIS SHEET FOR EMRF,DArENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. 71115 SI IET.T. - 3J1YtTCiJ BtIC45 i9EFIGTfDAS 1XARE LESSTIfNR t-IfT"THICK. M,I+av c e ra+ar'r�9 !wm!'M •Aa P'rW PROPERLY SE0REP. 1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS Arkw •'-- i� J17C. p1 �• INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS T'•""' r4P���y++rr+rPJ1Ry�5k,.b'I`}J+kK DEPICTEDAS M ARE 1.112" THICK OR GREATER, 1X AND 2.X BUCKS �wAw+�4�'�•�•t LOADS TL1�MF. SSTR11 T:IR B fCK OEOICsR4lATF.JLL11STi LON IS aW ltii THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF - RECORD 6 TO BE REVIEWED BY THE BUILDING OFFICIAL_ 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION 5)IF501L PkTIG-HT TO:SLIR5r-ATE..Gl"JT OR OTHER MATERIAL IS NOT RE QU1RCD.IF USED, NLVN-Sl Wt11N-NLW-ME iµJ,R: TiRUUT,';.'-`"+"'—"^ MAX 1N' THICK 9 3400 PSI MIN, (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO .f THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF _ 5N U SUBSTRATE IS W000. 30d FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTKNI _ -- GENERAL NOTESF1ND AMP ''"r F :vii: 1`.,. _ `r € r5ERIES q0 Af.C1AL SCL7- NON -IMPACT I t � +r + iii ��T` .wnarJ ^AfT$ 1 22 PGT012B ICE 41, vssA 41 .l r,E nrA EXAMPLE CONFIGURATIONS NW UNIT WIDTH - - MAX. UNIT WIDTH NOM PANEL WIDTH _ NOM.PANELWIDTH _ PER TABLES 1.3 ' } PER TABLES 1-3 J R i MAX V._UNIT , _.; ' p MA% UHIT �. HEIGHT ��� HEIGHT PER TABLES I-3 ! T`z PER TABLES Ia t -PANEL --� 2 -PANEL CLiN-FIGI7RAT14N5 iqONFIGURATIONS' _- 'MAX UNITWIDTH NOM, PANEL WIDTH _ NOM PANEL WIDIH PER TABLES 1-3 `• PER TABLES 1.3 T � MAX.. U� Ad S_ MAX. UNIT I HEIGHT IRI FIGHTPER PER TABLES 1-3 �' TABLES 1-3 3 -PANEL CONF#GURATEDNS MAX. UNIT WID714 - NOM. PANEL WIDTH PER TABLES 1 3 --1 - PD[NET CONZiLWATTLm AT EHHEH OR BLTTH JAMB LOCATIONSU2ING DETAIL'JV,'Jc','KW* DR WC INSTALLATION F,OATPLt; 4 PANEL XMX xJ PCCKET I,II CONFIG.IRATIQ%CAte BE P'{Kxxp rwwxt.OR XXXXV OX%%III PC+L1iE:F COW4 ORATION CAN BE OXXXP- J 2)90` 6155• CORNER CONFIGURATIONS CAN BE A COMBINATION j$ }y 3) FOR NOM, PANEL WIDTH, SEE TABLES 1J E � HEIGHT iR 'O' =INOPERABLE PANEL wr-Fr 'p•=POCKEt �OG7AIl l ETTEN }, T__ _� PER TABLES 1-5 'C -COWRETE INSTA1LATUNN �1 }` SHEET NUMBER MAX. UNIT WIDTH OLD WIDTH = NOW PANEL WIDTH - 7" DLA HEIGHT - DOOR UNIT HEIGHT -10.12:" PANEL HEIGHT DOOR UNIT HEIGHT -1 B/6' pY_MFI I��W. r 5 -PANEL CONFIGURATIONS + urw r N rra�r n aw -«tr 4 -PANEL CONFIGURATIONS MAX. UNIT WIDTH •r.r NOM. PALL WIDTH PER TABLE51-3 MAX UNIT ( SEE HEIGHT PER TABLES 1-3 CORNER, TYP.°--- jjQ (O11T51De:,i�aiVEFr ET16nMI+. IHSIOB C*RAWA Se, "O EXAMPLE C6N+FFIGURAWNS SERIES B7G1ALUM. SGO-NON•IWACT Isco tx NTS 2 +?.0 ~'PG7O12B If'k1uIS-11e�rP ,��.yy.tM W Ybrllr ✓1. uprea. N— �pr�� r�oNae_uR�LrmpSY„n�-�tEs: — -- 1I.�CONr1OURATN7H5 BHOV+I+ARE ALSO AVAILABLE AS PD[NET CONZiLWATTLm AT EHHEH OR BLTTH JAMB LOCATIONSU2ING DETAIL'JV,'Jc','KW* DR WC INSTALLATION F,OATPLt; 4 PANEL XMX xJ PCCKET I,II CONFIG.IRATIQ%CAte BE P'{Kxxp rwwxt.OR XXXXV OX%%III PC+L1iE:F COW4 ORATION CAN BE OXXXP- J 2)90` 6155• CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONROURATIONS. 3) FOR NOM, PANEL WIDTH, SEE TABLES 1J E � 'X' = OPERABLE PANEL iR 'O' =INOPERABLE PANEL wr-Fr 'p•=POCKEt �OG7AIl l ETTEN }, T__ _� ✓ = WOOD OR METAL IJSINAATION 'C -COWRETE INSTA1LATUNN �1 }` SHEET NUMBER MAX. UNIT WIDTH OLD WIDTH = NOW PANEL WIDTH - 7" DLA HEIGHT - DOOR UNIT HEIGHT -10.12:" PANEL HEIGHT DOOR UNIT HEIGHT -1 B/6' r 4 -PANEL CONFIGURATIONS MAX. UNIT WIDTH •r.r NOM. PALL WIDTH PER TABLE51-3 MAX UNIT ( SEE HEIGHT PER TABLES 1-3 CORNER, TYP.°--- jjQ (O11T51De:,i�aiVEFr ET16nMI+. IHSIOB C*RAWA Se, "O EXAMPLE C6N+FFIGURAWNS SERIES B7G1ALUM. SGO-NON•IWACT Isco tx NTS 2 +?.0 ~'PG7O12B If'k1uIS-11e�rP ,��.yy.tM W Ybrllr ✓1. uprea. N— �pr�� EXAMPLE CONFIGURATIONS NOM, f PE MAX HFi 96-C MAX TESTED UNIT WIDTH = ANEL WIDTH TABLES 1.3 300-1 W C' 120' HEIGHT ^� UNIT 3HT R 120" 6 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 l� MAX. UNIT { I HEIGHT PER TABLES LJ NOM. PANEL'A9DTH PER TABLES 1.3 MAX HEI PER TA 7 -PANEL CONFIGURATIONS tr^?IFiGI1FnkTKiN3 PiL its : 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING OETAIL'Jw-,'Je",'KW OR'Kc' INSTALLATION EXAMPLE:IfANEL XW IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp, OXXX IN POCKET CONFIGURATION CAN BE OXXXP 2) 90'& 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS 3) FOR NOM. PANEL WIDTH, SEE. TABLES 1-3. 'X"= OPERABLE PANEL "0' = INOPERABLE PANEL, V= POCKET • _ AtIOD OR METAL I.NSTAILATIOON .F—.TL It,' TALLATION --------SHEET NUMBER DLOWIDTH = NOM. PANEL WIDTH - T• DLO HEIGHT = DOOR UNIT HEIGHT - 10 125" PANEL HEIGHT = DOOR UNIT HEIGHT • 1.966' 8 -PANEL CONFIGURATION$ y4k2i I.t fYl n �rc LF r_.� J cFn .ar uI�I Ax'x� �{ { MONS .RAES6A)At VA; SGL}-NOWMPACT - ArTSf v 22, - PGTJI2B ,*owlIWY snirrw r� {1_ Ilzfy„r.1' GLAZINGDETAILS ILS 1 & GIA tar { {, t 3W NOM GLASS EXTERIOR— } jig, TEb4PcAEi7 GLA&:LSPa G1, lLd WWa"N S Li GLASS �a 1/4" TEMPERED G TYPE G7R ' ' �c r = TEY�ERFo i � AZINO VETAXS L rrxc xnN.rmw �SvraA4fJYbl,SCtl •NON•IA(PACT —ryPG771728 �h» *NPB a•fd 1rRr6 I X+�it � u.t I • 22 C GLAZING DETAILS (G2 & G2A) W16'1 rX sm, A'M MWT 01 1�0 314" P90M CLASS arre V I.G. GLASS, TYPE G2 IWJQLA.9� or AIR splo 3N' NOM GLASS EWE 1- 1.0, GLASS. TYPE 02A wil 10 i WO &S STP'XI LqW MKOW �ULIM JTILEW P97. WrH DEWCANT EXT GLASS XASS 40,ri 'rP.cj rAn! A, EAT W. GLASS IA,f-VELI &All wor Now FOAM - NYSH Er.fAA30 '0 4 an mL&" SUPER SPACER-"NXT' POLY06- =FAW FILL AREA bur,%DA wvm.v SEEPUL SRJCCNE MAL .,jimwwn STA#&Ess STEEL XL Egg -s , r 124 U5jQUvftXSoper SP"wrL;TMmmmom Tmvl Sm this 126 Geerlelt DW" r27 I�rdiral 1d Edpe Spacer GLAZWa DETAILS SERIES 67OAt.UM, siro 7,F TABLE 4' Design Pmtm 0100 and Anchw QuatdiBes Nstgkmd. ()w' a4 approved wA'hgi h"Ik W8Me%2471 •'+%+ "a+s a,sa.a io Y Cyn. y[:a aitl W 1.41 5va;pR.4[ngaf bsinnRq� W L'-Aslra[al res u t''an.a.. I Ca' ^•FI b M4Y 4 AlaFar AtM[ N+ .+-Lb•L. TeNe 1A _ _ A 1 s T W 7 jfj u P A—.bFy 5trawI&IFUal AminWT 90'Aslraltl A utff,* Ir A,Ydrys f rF' fA t-Gi-_ Ll t I •G, t +. a 4„V :-'I Y..t - 41srw+d stk 31al,eorld;l•Te 1rardrTd Sl.;k -4 f ry1 t ueart-tluN51aF Heavv-dWy stile ��.. - __— .. ..__........._ lf#wa� 7 1 7! r. 6 1• 7-1 =14:A_,. '•R t rrr I G�t ;>lxret+BAxle.g4 fl;mlde C,� j I.. L { T`7ir _•.•.-Iwr[yf .eI.A iM'i!Gi•i ALF 1 A: :.- .: -• • -: :. mo 1p k f t 1:r Part k60(al) Pa!11160 Pari M60 Part i69(SMe) i ParF16115vk1 Pur 1119 (Our) Peri 167 IAfvpl) Part 460 Put Alls(Cbr" Part 1120111n) A'an K,i-l6rral Pa,ll 0?1 t 132 Part R61 i1" I.ge = Cl Y !� R�L'laA La•I D+tl I.Wr lll` _.- D -C IH Ta c4 - � t G -A rd -i ca�rT ar D-0 • Jr ....' . __ ff Iw C rfw cn ; 1-T I - IULO iit t�' '.a_ 9 r un car ArrR C.eM' wrPna r,Wut. •.I. -. . ; ; . DLO WIDTH - NOM. PANEL WIDTH -T• DLO HEIGHT - DOOR UNIT HEIGHT - 10,125" 'rmu ISR: 601 Haight to M X. 1+11 DP IWtler k1WINItrt Rtlagy 54R+y ! 1 4 I+1 Das, ion y{Fla` u a,.., !1+ P_RulePal 6Fa�+'1 tl {II{LEHGTM FkaA 1r2- Fos 14Yf 7 off lurro=--- _-� 2 -Ir,- 4T tIH PF1CJiT 11l�gyn )t.' • 60A Se,E NtI) ES 7 •J g Olt LENGTH �-- '' y{[ OH RATIO 21 SEE NOTE 3 NOTES; 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4' SILL. 21 WHEN U51MG 1TIL 3-IrT SILL. rlGSI'TIVE'nATER OP IS 4"7 P9F MAXWREN USING THE 3.114• SILL, POSITN1 WATER DP IS 0 0 PC MAX WHEN UGING THE A' SLi.. P0WtivE WATER DP IS 00.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 31='- }Ira' ANCI 2•l. 7' S1a Ktafxl$ A]ic 1EStFD FOR WAFER IRaB iFiAT1f1N 14MER£A:% THE Id Z- S>LL. IS "OT 04D MUST ON0 BE UaEO 1'AIERI_ wATER RESISTANCE ISNOT RECOIREV MAY.IIU^,I?NE TX-SIGU PREESURES 5:•,RSN Ni IWE IIWti K Lrurl, Wi'^_?N THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE fSEE ADJACENT DIAGRAM): T14S CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SI FEE TS 10.14 FOR ANCHORAGE SPACING EDGE DISTANCE AND EMBEDMENT INFORMATION S) DOOR SIZE 10 COMPLY VATH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. B) JAMS ANCHORS ARE SPECIFIED AS THE TOTAL _ OUANItTV, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PANEL HEIGHT - DOOR UNIT HEIGHT - 1,B4$• rax 4I AflC L!_ cFIT a�A1•� Iazas SEMES 670 AL Vhf. SM NOW- FARACT -__�-NTSI A r n�- PGT0128 raprt �2, inuu'h� rt..byr.�F. c rNr1r:ra.Ilw zTl-}�3ai I- "H.rN•�sirI ■ y. 5 . L rul it � e PF AVS 5va;pR.4[ngaf bsinnRq� 5V Aaualal lsxksWe� L'-Aslra[al LoekAlle� 1 t 1.6 PMnk LwYade0 J2m6 A—.bFy 5trawI&IFUal AminWT 90'Aslraltl A utff,* 13 _1 rajh Sty^da;t krw Var'.0 dStIL: 41srw+d stk 31al,eorld;l•Te 1rardrTd Sl.;k HeavfdrAV Slde Nmr4utv`sNlr ueart-tluN51aF Heavv-dWy stile ��.. - __— .. ..__........._ - 1"de � tp YI? .—..... ;>lxret+BAxle.g4 fl;mlde C,� j I.. L { T`7ir �Ir;ra+k l`eflij�^n, ivtrw D.a1^Id�11�r@a�I�� Part k60(al) Pa!11160 Pari M60 Part i69(SMe) i ParF16115vk1 Pur 1119 (Our) Peri 167 IAfvpl) Part 460 Put Alls(Cbr" Part 1120111n) A'an K,i-l6rral Pa,ll 0?1 t 132 Part R61 Ae,e_l D+tl I.Wr lll` _.- L!_ cFIT a�A1•� Iazas SEMES 670 AL Vhf. SM NOW- FARACT -__�-NTSI A r n�- PGT0128 raprt �2, inuu'h� rt..byr.�F. c rNr1r:ra.Ilw zTl-}�3ai I- "H.rN•�sirI ■ y. 5 . L rul it � e PF AVS i f2 - gasiws ihasswrY NYFra¢ii he.la,e,.YYea argaLatl. para!! Yppiny ./rFlni+Ynls ¢n abRU la xl r. re•. '... +w+L uaW'T�+we �•••w. � sir '.04 PANT 16N. Kr's`ic 3. ra A IR Aux A3SufAu.x wl y - a w..a. ++w a L9Usokam lamb ssfal4hl Astra`al Assembly l¢aLltile (4 Snayht Astraea' 9(1•Asha6al Atac. Gly sotkfsPe� 90•M-pl Pup fk+sl'dsRi Salh a ` .fir .! iii ki ^•ar 1 L::.n � Paae416AWSda s.. ^• i a• a { �F.1 '�} l i. "!� t ¢ 1 i- � }./ 1� wi M' Na F:{ aM +'e NFr HeayydWY Shct Harr wer Sl:M a,A I r. as % 4 f i a 1p F 1' Fa' ir• ' i r v t.. f.1 1.1 M.i s. 4 4��+i¢.i: 3 Ir�Idar>ma1 Hi' FI I'_ Ci' i a—t c „e Parl Y6'1 ia7) Part YSI !• wsN se a.a w F s a 64 Pan P6I IS Pei Pa11411[s ( n Part 8119 �Culy Pan:110IM V Pan:G1T5\aeJ ,131 pall P6l '. lt'cIiICem f ��'! IN. -1 u• cox a '•a' i '!� ":X'- 'yam' i .•1•• NalMawelnleae saes kVPLE ON SHEET 9 TF$ FQI,1.01MNGiirILE } AS'TRADAL TYPES a!NL! PK LMFM ^ FOR TABLE i Sri SAEEi'S D i_22 '.04 PANT 16N. 5fUN¢ RPIP `1�' 'E 3. ra A IR Aux A3SufAu.x wl y - Intwilr4 ►-ansa !Ea✓+alna 4NF� L9Usokam lamb ssfal4hl Astra`al Assembly l¢aLltile (4 Snayht Astraea' 9(1•Asha6al Atac. Gly sotkfsPe� 90•M-pl 195'Asltagal \¢iafl0.d� Aa br I1S'Ast p1 fk+sl'dsRi Salh I.ca_Y rt.rty H;1t He#Wduly SY+Ie Paae416AWSda HeaWdm Sole Krr Auiy SHe IaW a e�lee, HeayydWY Shct Harr wer Sl:M a,A C 1� SIa b,d Aslrgal evYwwerw,+._{ t ham'—'—trp—je. Ir�Idar>ma1 t wtK* Parl Y6'1 ia7) Part YSI Pan tl61 Pan Y6715tik1 qn Y67 f 891) Pa+t M61 Pan P6I IS Pei Pa11411[s ( n Part 8119 �Culy Pan:110IM V Pan:G1T5\aeJ ,131 pall P6l lt'cIiICem W. hRL�_ II MO IITVE PFL5%URES kl TABLE 1 ARE SASEO[N THE USE.OFi# {'SkLI_ ?'V w1YEF! U54NG 776E •ti 51V.OaTTMf WATER DP 17 4fi.8i PSIF M0, YAHEN U5Yi6 2NE,1.YK'SILL. MIMPVC WATER GP I.5 FG G PB�P I m. � WHEN U9yLG ThE'1'bILL.'FH787TkVE WAi€R GP l599.1)6SF MM(NE"TIN-€ PRE8. UNCRANSEDL SEE TABLE Zt. OH LENGTH I� 1) 4'. &I A' AND . 1iZ 2RL HEIGHTSARE TESTth FOR WATER, IhIpYLTRAT'KW WaiEREAS THE 1-11" SILL IS NOT" MUST UM.Y SE Vail] 1YITtpZ WAl'ER RESMAkM 15 HOT K-OUSIED. VA%. INDSITIVE DESIST: PRES'QURES 1040" IN TABLE. AihY BE.MD W31EN TP6[ 004dm 1'S FROTECTEO BY AIi OVETOI+UM COWPLYING WITH I'HE CUMONT FEC ISPE ADJACE IFF DI-WRAM'1 tl AS C(NS:ITIO111S NOT RATED 1749 f OH RATIO?. i WATER INFILTMT*N. f 1}SEE SHEETS 1044 FOR AN WXW.+E SPACING, EDGE DWAkCC A40nAlEOMENT VOC111VAHON. 61 DOORSr4E TO:COmwf WITH CURRENT FOC EGRE88 REGUIpEWENTB 6%VFN REOLOR ii.. C44 R_.TO= ON Is" J. A)JAMCFIORB ARE SlPfCfFN f1 AS THE ANTIYY TOTAL CU. WYIOC Ely 2 FCsA PARS TO BE K!1TASLED. OH HMIIT B ANSEE IJOTE 3 It -y DPANI)ANCHDRAGE _— >w— x.$ERM Glp AL CIM, WD - Nr)N 1MPA1C T � nzwia ^�- � scDery rNl9 7 � 71 PGT4728 �.. SUI Hoightm A}a7c. (+J DP (wale NhPra:ian ftalillpl a9 i6s� Ib� irk �� IPlar V Bur. R PN{a1+1l, Pal Shaer Ry `4 vz MR? I Mpha1T ?tri- • �o jl SEE NOTES 1.i OLO WIDTH = NOM. PANEL VMTH - 7 - DLO HEIGHT - DOOR UNIT HEIGHT -10.125' PANEL HEIGHT - DOOR UNIT HEIGHT. 1.866' kel YPLAx u e.laki+s.na lAsdlk I flax"Y+r aw..�ygy,.4 I TA@LF a. Design Praeaute (OP) and Alrchbr Quanalks Required, (tor f8 kppraved wnflguraaons an Sheets 2 gal P-!1ppY Fa i9ma afl.apY aKlvaar an ke' 0 1�' 4P.4 aaS rw sAast 11 Tw 4"d-c,,,a.a,.Iww tkr zlra w�.sv IM Sldc'AHriyl h'Fa3 rFu+n Kr M- -"PlTN"llit�-- .Tfflrx '-s`' I.. OP mal te _ IlenaTdwr5,-t 07 •A ,r s wd'+I u=14[s•r a= -ca �Ti•G+ir a {. �ir'1 urid::i {aal • tic -t ci•I DLO nrus's^dmP 51de P%ss I'.3 ]+k 'rH ]H .JF TH rF..?.F I' k.. +ik ?•a +1 F«♦! :�3 -fir rF1i •Pe'3:-iTa oto - ss r. e a e H4atlyr1wiY AfttJyal rw� Tc v -Ta 1 r+a -rT! 4•si�'iT s:Tt' G`{+ �•1 i=m z a. r`T,. 7t+: S+^5 C •..•�,• Ct-•7 $Y-21+- C-: "+._ CI! J r_•..T n_ .! S!«] oE1F. ] L=•- 13 k.. .-! oa ♦ • r! ! MI .R �. OLO ...._...s . .-f4 s5 r - ! la 31116 3111 .1 • l M M1a. rte qri@ ?r f E 111 I+YO Y-16 1.49JZ. Iniele Tvr ur -mn4 ,'Lit Pan f61(0) f%+« CG Li- 1.5: tiG n rA•1 ] P•- CI T [><»]r�: PaH a6115641 part f6A lAnraeaR par!k6] Part k6i 151be1 Part fl7B lemner Fart tl119 (Qui) pgl Alio{Int pxt ati! lielki Pa'h Fl11; a1] Parl aEl R I+4M L?!.JmP.p Aeeal•fN ! f F YEMn. L FM.MtT.11T1 lrid N } I•, '_r �WY M7 (R F 7P 9«IG NiL WtE bw bt,0 --_.-_ ]_ ryi i•.*"r,{+ - rt rX7 :Y' &';e•a .a 5" + � 2 r.:= .1a _ 1 9 1 CLO i .fes , a lA DLO WIDTH -NOM [PANEL VADTHF7', r. DLG HEIGHT= DOOR UNIT HEIGHT - 10125' PANEL HEIGHT = DOOR UNIT HEIGHT �I ON' - TAB;E 3.A BIII Haight to Max. (+) DP (Waley W.i-Ra11np1 FII a1.I wlp•.! ;Traw p acs aaa F:g,r-� ra1 Srv7 7]I OH RATIO = 4!t LClrtl=ll OH HE'JG}TT NOTES: t) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4- SILL 2) WHEN USING 1 HE 2.1f? SILL. POSITIVE WATER DP IS 48 67 PSF RAX. WHEN USING T11E 31 r4• Slt L POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4+ SILL POSITIVE WATER OP IS 80.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED) SEE TABLE 3A 3) 4',3-114- AND 2-112- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1? SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE I$ NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE_ (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION 41 SEE SHEETS 10-14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION 5) DOOR SIZE TO COMPLY WITH CURRENT FOC EGRESS REQUIREMENTS WHEN REQUIRED 6) JAMB ANCHORS ARE SPECIFIEDAS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. . wr}asM'T k[I+[rrrP i+.drW .w �' T4+✓d fasr�3'aN OMB AND yy10ETS tit A ]ti TOR, ASSEMBLY DETAIL B. • -.."' InterlxL P-!1ppY L lodsslik@IamR SiragHt Astwm lcca4lN +p frrlgtRl AaflaFP 9U'plira6al A51PmNT tactsule¢ 90"Aflra a .tai"AaVgkal Awrnl' 135'Aslrae4t IlenaTdwr5,-t IFbMgs-slu!a a'.k HeaW-dWy Suie Y!eavy&.I, 571I�- Newt Ai Stile nrus's^dmP 51de Hfatya,ty Htlr. R—y Ir4}Srrk Heavy duty 51ik H4atlyr1wiY AfttJyal &—d,<—,. r, 1yL ,'�'`]h,.-�i..r''y-j_-IILe ch� l��y�1`iCRfnel tclr '!ldf Iniele Tvr ur CC+I`ar Pan f61(0) Pan 1'61 Pan a61 PaH a6115641 part f6A lAnraeaR par!k6] Part k6i 151be1 Part fl7B lemner Fart tl119 (Qui) pgl Alio{Int pxt ati! lielki Pa'h Fl11; a1] Parl aEl Aeeal•fN YEMn. L FM.MtT.11T1 ®mss® r H'wra n.YeJ.Y IxAr a +eni eYma .unt!a __I NTSI 8 • 22 1 PGTOf26 A 414Y A4Lt[A.P,[ pe'araxn 5fE SPLICE NOTE THIS 3bSEI 24' MAX OC O.C, I- 42' NOM: PANEL WIDTH aLa EXTERIOR L�awTE'RLIAAE*« 1 ;ANl'llRAGE—' L�ffl-i7fR1 rw «.Y ANC1iCrhALiE. 1«' I OF PANEL 3 OF PANEL 4 ''-SEE SHEET 11 FOR OTHER BJTERMELJATE AWi 0315 _ it T u c-Jj6RiF$ ANOAC (W SPACING & EX PL€Pb 070 ALUM. SGFJ NCW-(AfPACT c;.�„ NTSl+• S:deN I:�PCT0128 NO FRAME } 4'P-H[>OROI AW-iXRAOE OON'SWtSDA. •-,.— `L EE'C5'CLUSTER JiVAB IE y p lit.CI'IAWCHC'R4 SEE f; CLUSTETA MAX UNIT WIDTH ra{ TALL$, SEE'C5� OF101A, SHEET 10 FOR ASTRAGAL Rf.OUiRE01E IPERPE3ipTClILAR Til GiA69 EXTERIOR PLmo I BEE TABLE 2.. sl tc T I GE TAILS, SHEET WFOR REQUIRES'CB` SHEET rO FOR WTEAAL j �•�' O C POOI M �yTTD INTFRLIiLA CLUSTER SEE tl , 4Y NOM DETAII.'�. SHEET 11 � {l • - 54-E POCKET IAAy P.HTI(N( � JAMB AI(7i16jTING 1 _ PANEL WIDTH r " ,-.•' r; �• �tf — cww ^"'y r.- INSTALLATION, ADAPTER k4 ;./.— w 7 °• j THIS SHEET ANCHORS MIDWAY �_ } .- S SNECT 14 BETWEEN P -HOOK 1� "►' . A ANC41OR6 &AT1 G , PTL rAAK It +�4 FRAME 4 PAIRS OF HORS FROM OPtN .t, •• BOTTOM z YAc u� 7rr� I 11-IIAX oG 'I ANCHORS G1 UNIT iiFEliiTT ]t'MA%. OD (TOTAL B ANCHORSI PER JAMB UA7L, TO OPENING I�� ' L•.T �-p.I(OOK MB EDGE.CAF Pp..KP=T INSTALL.ATIGN a `" j ANCHORS DETAIL BELOW f?ETAILS `Jb Te' m� L.,I n P.HOOK BELOW) END PANE? SHEEP 1# b PART '• 11 1 �� .YNCML1rTAGE UETAILS'SIl1.- to �c rm.' 4 MOUNTING ADAPTER J S I 12ANCHORS) SHEET/O FOR L' N4Y wn`� ANCHORS ;'• _ P•r100K ff ".2 ANCHOR-«" ff ° , �r+�FL END PANEL ` ANCHORAGE - T`P{='� A°A.A§T 0 -SLF S/ fn llgtOr, • : -- -• � •,•' W LOX J ANCHORAGE Is" SkE ItH BELDN) ANr:;rgpA-�L ' CF'NTFNdRlE !'4A#_#1'P- ANCHORAGE ANCAbRIAE AHdACf1AGE 204' i'AF'-FAr1EL I.. PiE. 6#AA1EL.2 TRM�, 47ANER• 1(I% I �DRAUE PL.ANL i Y i Bh' NON. PANFI:Q, N1ri.OR CittO:]P O LN CDIICNETE8LlBSTRATE (Sam rA>baJE 2. ¢HEE.T Yy ' ,_ 6- SPLICE NOTE: NON'•S.TRIlDT{INAL ANC1dOP.AGE: EtAUI'L.E NOTES• a Nu F A Y"[W AYCiFTLLFI • r' a x4?L ouLr. AN HM MAY BE ADDED 1I RPT3ti71^L0 AA1d AW. S '-� TAMC A, SHE:ZT 1 ... -- AS NEEDED 70 ALIGN THE 2lANCHOR L,4CJ1710Y SA'AGP40 FL3R AAiC_, HN3. 'Al —mat - F;�,gpq HEAD OR SILL IF A SPLICE i' CiEAATt:RL1AiF ArtrnE$$PEd♦=B:(7M TAHti91•.S1P TS �B: OF lrr 'n!tF> I I 21' �� OCCLRS AT THE P -HOOK. 'I11 FR'R[GCrT F. tf>_: b"AWK FROM FRAMECORNERS U9E FROM TA'BL-S. _ ' r 16, O.C, '*A.EywL.a+Ay SEE'C5'CLUSTFJi SPECIFIEEsCL.LiSitiAt APPALOPPIATE 4.A.rr•+.: yy -pETA1LS; SHEE710 SHEET&&BAT EACH INTERLOCK ANOSTRAIGHT AND CORNER ABTRAGAL LOCATION, PLUS FOR RiTERLOGX +M ec9X As lne btnaell W LNn Aw f..41 etz wLn+rt•r+' laveur, arnY�.rc zc»L r.c .w cel ) yye^ o.lsntwa 4„„„e••A, �_IT71w0� "�PiR1 `'�J 1` SPECI=IED QUANTITY OF ADDITIONAL INTERMEDIATE '-.TAN"ITAOE ANCHORS PER PANEL ADDITIONAL ANCHORS 26" ct+.5r Ak �r.Bs+' r.An x�nA UCAgNA Ar N.1• ILXIAao Al"W"—.#*t�1.4i - O -C. MAXIMUM - - 6' MAX. ' j AJ.tM liir A=7 Cf717FR(TEE �A?rl�,d P -Ii GMS. 6'MAx. FROM OTTTAI21'MA%. ANCHOR PAIR O,C.(WABS), 14' MAX. ANCHOR q7--�- CF PANEL 1 O.C. {p,H00Aiy1fsL-VJIJG ANCkLW 4WA11 "It" FROM APPROPRIATE TABLES. SHEETS ". SEE ^ FRAMES P.HOOI! ANCHCW reTA[5 fiN SHEET 11. AM1Ej9R PAIR REQUIRES.r A.i1CHCRAfAE SEE'C5'CLUSTER CENTERLINE ENO PANEL j AEHlI CEN -k'.A' LYUSTF3A, SEE l �. DETAILS SHEET 1O--\�,. hIJi;IIORLCaE FORASTRAGAL I�AS7RAGAL 12ANCHOtM gam• DETAILS, SHEET 11 :' P 1NTL7ttOCH .•+ 41551' L�awTE'RLIAAE*« 1 ;ANl'llRAGE—' L�ffl-i7fR1 rw «.Y ANC1iCrhALiE. 1«' I OF PANEL 3 OF PANEL 4 ''-SEE SHEET 11 FOR OTHER BJTERMELJATE AWi 0315 _ it T u c-Jj6RiF$ ANOAC (W SPACING & EX PL€Pb 070 ALUM. SGFJ NCW-(AfPACT c;.�„ NTSl+• S:deN I:�PCT0128 AZIRAOAL CY1 ASTRAGAL OK ff SPLIG€ LOCATION ABI TFRLL CK I CONDITWA, If NEE LDCATSCiN I I 2 04" .. YI{TERLc}CH�{'�I=NEEDED INTEHLf?CK-r CONDYTIDN, USE lNTERLCGtI.+•�"IF NEEDED 2.(m' CENTERLINE , CENTERLINE 'C6'CLUSTER DETAIL) CERTERLiNN 11 175' ,. �. D -.'—.1 , MAX i fi'DAG175' O,C. 2w'..-_._�St_.-_.. 200 ::... _r`-- � -- f � �. � " - — _ .. � � s.�1• MILL ,, y L'a RiOR ' 3S 7 e>zrEluoe 6' DWG. r vL rca.,}5 7 9 [r[ _ O G F fv 7' ... g• MAX I 2 -TR ACK FRAME HEAMSA1 `� "•'IRf�.'Sit,..._ FSE`� F,,y' ]5, � 2�T=/RCI{ FRAAiE HC:llddl:4.1_ L45'bL' fs A511 WHERE Ei 4 CLUSTER CtR tvSE WH CLUSTER � (USE WHERE 6 LUSTS �. 2 -fir (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED 'C6'? ANCHORS ARE REOi11RE0, •C57 ANCHORS ARE REQUIRED, 'C0') riI(G �P 61 MAX Fd -TRACK ASTRAUNL. GR I SPLICE LOCATION ASTRAGAL OR 1,,OA SPLICE ASFAAL'i 1:ORSPLICE L17CATION I + V OIAG, FRAME JAMB INTrTAOCL.-rIF NEEDED MIER1ick- CONDITION, USE INTER03r,K I'IF NEEDmANCHOR ' PAIR CENTERLINE CENTERLINE GT CLUSTER DETAIL] CENTERLINE {` 2w -I 35" 35^ I d ANCHORS MAY BE INSIALLE 21' EITHER IN THE T •- OR INT. D EE C _.._._ .-..... "..^-`. ?=1P DFAf.�}Y MAX.. TRACK TINT. SHOWN) <OB 606• d OC 1 2.04 i 564` L ALL DIMENSIONS SHOWN A' DIAL [� I o _ ARE BASED ON MIN. 1 'I S � q ALLOWED TRACK.FR�1y9Efl REILL ``� m �P71(�i MAME I1EAG7111,L 3 C%„A H4AL45ik.L MAX - Y 2 FOR HEAD OR SILL SPLICE 1g AMTRARM CMR P(TFRIr K '�'!! F" S+tAI_ R INTF12LOCK ASTR I iJ,R 4FjT[R}i♦�II }r LOCATK SEE S CHORAOE AT (USE WHERE 6 CLUSTER NSE WHERE 5 CLUSTER JuSE WIARE 0 CLUSTER 3,TRACKFRRh9EM P -HOOK SEE SHEET B. ANCHORS ARE REQUIRED, -C<'1 ANCHORS ARE REQUIRED. -W) ANC.IKIRE AM. RT:ALITRF0'iz-I gT74H0R PAI,i Ariry.i.II++I` FOR SPLICED ASTRAQAI.GR SPLICE L4CJ4TkYJ ASTFNQAL OR J1STTiAGA1 OR (FDF SPLICE CCaNpl;tt7NS ONLY.^if ;� I1�,•h1 LRAGAL ON -1- S LICE EO (FOR SPLICE 'I DITION, D0110T .�..+. " B� INTERLOCK« 4N'FERL+]C*:^^ SPLICE LOCATION CENTERLINE crNTEFL'INE CONDITION.CLVSTER CENTERI.mt: USE IRIS UE1All) ' DED 1t5" CS`CLUSTER OEI AIL) � 111, -- T NEE � Y T,Ar_I 204' - - - - 2.09' , -.03r IilAp a TRACK FMME HEADISILL i-T�l Lh rRA'#tiF�H„ U'$I�L ARM (IITMk r({'�L1r511L IL M 112Af3A4 CHt U:TER.90 3c A.r., AItAL OR INTEMOCK 44AL INTEIiL K .._. ]USE WHERE 6 CLUSTER (USE WHERE 5 CLUSTER (USF WHER€ 6+CLATKIiICiRS ARE iBIr OUIREO, •C0') " ANCHORS ARE REQUIRED, `C6`) ANCHORS ARE REQUIRED C5") ITVTH i V41 HUM SPLICE: CYNIOIT ION i' f •;e - %ML'ffa•k7A,GE EYAV6F gCLUS7-EC X S ..a. I y.—. - ' ,+ f .'. r _• seEcr cTrrr a -+gym+ yrnic- ,SERIES 670 C1�L1 SW- NQW-IMPACT • a "- - - �o�pF-[ NTS 70 • 11 PGi0f29 G •*+'+ �" ----- 2.W 204' y MTErrIOLt 2.W' 4 NTEpICR t,+-, }W _,� NOTES: 7 ALL DIMENSIONS SHOWN J' ARE BASED ON MINIMUM Y ON a" bIAG 6 12' 6.12'!•y. OETAILS DEPICT ANCHOR iN•EWGW j UREA OR r• T- ,�; �, �r�o �r1 r' OLl4NTITV AND SPACING, 5E IDENTICAL 11 Ea'TERIOR j r v�..,K,R - 4' DIAD OIAG FOREXTERIOROR INTERIOR � A + a"' CORNER CONFIGURATIONS. 1. ANCHOR 2.03' €� { 2.w - 7.---4 204' ^ fxTERMR ,r � 2.or R_94' EMRIO 511• G1E7ER' CtTNAQR ,bts' GC+RHER 139' C CEN RLMtE. TRA[R FRAMENi-AP]ISILL 2TR_Ay�T6F AL 2. RAL`K,F7tAME HF.i fifi, s•�ACI4 FRAME HERiAY§IiL f #IPAMtI: APSE 4Vrl 4.CLVST6R Iti>-"iERE 5�WER y7AE VA-EFE a CLOT SieEe unfcA& 5 C7rc' 60.UsrER AMi.HDRSPA4E R€ffitIRED, L4'; ANCHORS ARF REQUIRED, 'X) ANCHORS ARE REOUIRED,'W4` ANCHORS ARE REQUIRED, °C_¢•1 "`�"ANCHOR 4 4,\ 4A8 IN+ERICR'�A'Cu1wa7A4'7' 136 / % v OF PANEL 3'ANCHOR dj 40B 2 I;fNYFRLINE4' 3b' +. t .. OFPrNF-t ALL F, ._.. f [Lr.rS 7` 4� '.Z' ANCHOR T 1 - 4' DIAG. PR t3: CORNER VIEWS - _ CfJHI'FALIRE OF,F)4NCL� 0-T F f�tE,__I IsOIS�LF 4tpR KF{�Jl3i4EFIE ISILL .- ..__—-- »_• R4iE-WAM(KfV t AT ALL }TRACK CORNERS) AT ALL 34RACK CORNERS) _ A, jW _ .�,11Y'r rillARrllr p1EER Bir uv .� 2.04• _.. „� _. : a.. i-I174•r>f - 204'tf 35'�� I 4rrwsrtar_ id 11.%ri4. rERUNE 4"KalEluoR 5 or jh '.H 'vr 1; I�� OF PAWI f tgmwc ` 7'ANCHOR i - s.fr dos 7. 2S 4•. 4'OIAG � ..� - r ...— •-.- - - _ I I E"ERIOR T' F —s 36 # d 21, - CENTERLINE [�}' GSR i35 _`CEN_ EER �—OFPANEL 4 -TRACK FRAME HEADISILL 41RACKF ,ARE N 'Sfl.L 4 -TRA" $:RAMP 11FAY36'r11L . VCB' ANCHOR CLUSTER REOUIREP {'C8 fX:HD�2 C11 R REIIlUIRL[I INTERMEDIATE ANCHOR LAYOUT - AT ALL 4 -TRACK CORNERS) AT ALL 4•TRACK t.AR14ERS1 (3 -TRACK SIMILAR)_ N �r�.rrwn i ANCHORAGE EXAMPLE CLUSTERS - � r +..m aozas SERIEg 00 AL LIM, SGQ NOHi MPACT .IA I,+aa,� c ,w rtYw�TE�s stiar - JAI :iF:4 `� 4ce.aro]NTs ,7 z2 PG70128 C I. INSTALLATION DETAILS - EMBEDMENT: SEE TABLE A SHEET I EMEDMENT: SEE TABLE A. SHEET EDGE DISTANCE: -MK METALS SUBSTRATE EYOND EDGE DISTANCE' EDGE DISTANCE: �,'� THE METAL SUBSTRATE SEE TABLE A, Ll _7SEE TABLEA, SHEET 1 SHEET 1 SEE TABLE A SHEET 1 2-1116" 2-llifi"' 2-1116"' NOTES: ��� I!4' V4 1. ALL DIME " NSIONS ( I- MAX SHOWN ARE BASED EI(iFR10A y MAX. MAX R SHIM aL`r=! SHIM Lr`.F_..:J:! + SHIM ON MIN ALLOWED. _ ._ ._.- 2 METAL OR WOOD MBF'DAIE4T 1 + . _ ° -. .� •� 1 k SUBSTRATES RAY BE 1Ec. TABLE A. J � USED FOR ALL FRAME SHEET I r TYPES PER TABLE A, V1000 ANCHOR TYP.. 2X WOOD IA'f`OD ANCt K1R TY P,. METAL TYP SEE /SMS ANCHORTYP„ 2X 5100D f'r j SHEET 1 TYP- SEE ANCHOR -SEE ANCHOR NOTES TVP.. SEE ANCHOR r . SEE kllrHr-ill !ar i1-5 TABLE 8 ANCHOR BLE ANCITGR NOTES NOTE 3, SHEET 1 d TABLE A, SHEET 1 H07E 3. SHEET 1 4 TABLE A, SHEET 1 NOTE 4, SHEET 1 6 TABLE A, SHEET 1 IS t•TRACYLFti 6 HEAFJ S. HDAD ,1�t 4•iRAGK FRAUE HE 'DIAGONAL O.C. L MW 4' (HEAD 6 SILL) „,!4 V' AL 4iJSTALLATyN- OR 8' (JAMB) SEE WOOD ANC40R TYP. 2X WOOD WOODANCHORTYP„ 2X WOOD FMS ARCl407d TYP'.. METAL TYP, SEE DETAILS, SHEETS 10611 SEE ANCHOR NOTES -7 YP, SEE ANCHOR fEE ANCHITR N07E5 -j TYP , SEE ANCHOR SEE AW -40a NOTES. TABLE A 6 ANCHOR &E A: SHEET I,/ NOTE 3, SHEET I SEE 5 TgBI E A SHEET 1 . NOTE 5, SHEET 1 SEE 4 TM3 E A. SHF�T 1; NOTE 4, SHEET 1 SEEANCHOR/ ANCHOR - ANCHOR ,p, -MIN OF 3 THREADS BEYOND NOTE 5 OTE SHELT_ I NOTE 5 N 3 THE METAL SUBSTRATE t (IX MAX) I SHEET 1 F [ 1 SHE,;t' (iM"MAX,'. J f1N'A{Al1 �j - i Lint"- - O'a?Pr+:'.:` ESIBEDMENT. SEE --_ ._ r [ j TABLE A, SHEET 1 1 _ EDGE DISTANCE: EDGE DISTANCE: 1SFE TABLE A, SNEFT 1 EDGE DISTANCE: _ SEE TABLE A SHEET 9 1111 _T t EMB M EDMENT SE TABLEA, SHEET I •-+ EMBEDMENTESEE TABELEA, SHEET 1 0 �E[; K FFW,TE SILL -TRA R/LLIE IU; 4•TR,At�K 11 AAIE $II D ll&$TALLM1iq>� 64,158 RFJ;, A_jATiON - - TAL INSTALLS±4,L,`! EMBEDMENT.SEE l TABLE q, SFEET 1 �{ - "- 1 '1tnDCJI] EDGE DISTANCE: EAB3EDMENT: SEE TABLE A, SHEET 1 i WOOD '- { EDGE CISTANCE: SEE TABLE A, EMBEDMENT: SEE TABLE A SHEET 1 —i - EDGE DISTANCE: BEE TABLE METAL TYP, SEE SHEETI TABLEA 6 ANCHOR ATE 4: SHEET 1 - - "'t1P*^R' �•� I1 A. T' h ]�� �• aa+d.d.n lr�kuT SEE WLITABLE A, T'rW' TC -1A kEtT I SHEETI 14(iTE. 3., SHEETI 7YNOTE 3ANCHOR NOTE 3, SHET 1 SHEET 1- g•i.Y6-• ^T�[ 1 SMS ANCHOR TYP„ 2 1718.1 SEE ANCHOR NOTES - a WY1D ANCHOR TYP. .& TABLE A, SHEET 1 SEE ANCHOR NOTES d TABLEA, SHEETI WOOD ANCHOR TYP., SEE ANCHOR NOTES -- MIN, OF3 HREADS&TABLEA rSUBSTRATE SHEETI E%lfAgq BEYOND THE Wit. 114'MA%, SHIM -MAX LAE TAL `J SHIM ir4'MAX SHIM 1 A�T['yAr.3:_FRAME JA m, y 3•TRACK FRAME JAMB ,+SE`I, j�jlA!'HFRAh-"JAN (f," Sj'AOq(T YYSTFd1ATKiN Y 1400D I1t3TA1LATION IAFTA tr TA �I fj�.�1J ntM tY M.,X(J bent .v �:.nF�--� <n_ ANCHOAAlaETAf1Slroa ,,.� ��m -vss•\ -I SERlES6i0A1UM.SGO•NON-IMPACT ,... �,. sectre NTS. Ip X71 PG7D I18 C n1:�€eres �. �"� INSTALLATION DETAILS AI(.Ov' - EMBEDMENT: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE K SHEET t NOTES_ EDGE DISTANCE: SEE j EDGE DISTANCE: EDGE DISTANCE: I ALL DIMEHSKIN3 CONCRETE CONCRETE SEE TABLE A,SHEETt CCNGRETE SEE TABLE A, SHEET RENIN ARE RA.u'U TABLEA. SHEET 1 _ (zN MIN F�LYOSVTi7 PERTALiLE.— P, SHEETS A, SHE �' 2lt16" PER TABLE 2-tfl6" p 2 1116" }_\-_.�� A SHEETI i r A, SHEET ,1 _ .~1 1fd` DiA4rTtAS.00 19 .til ... � t �„`� SH 61 MIf1 �'{HEAOA SILLI T — tpR E^(1M1k1Dl SEE. �{ t � hETAILS. SHEETS iTE TABLE MAX,•"�I'_: MAT( EXIFRIGB IEE TABLE i MA. C'r� SMM SHEET 1 SHIM PROPERLY SECURED IX CONCRETEANCHORTYP„ PROPERLY SECURED IX % CONCRETE ANCHOR TYP., PROPERLY SECURED 7% CONCRETE ANCHOR TYP. WOOD BUCK TYP., SEE !! SEE ANCHOR NOTES 6 WOOD BUCK TYP,. EE SEE L - SANCHOR NOTES 8 WOOD BUCK TYP .SEE TCL .ANCHOR NOTES 8 ANCHOR NOTE 3, SHEET I TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET k ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1 V� �1yLaE FAnqt;+ cpm—TEISM17K, lo1E31L rlREIa-Rr�;ABI.,aAsLs H'tAVR51s �rrlr - CONCRETE ANCHOR TYP, PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP-, PROPERLY SECURED IX SEE ANCHOR NOTES 8 WOOD SUCK TYP-. SEE SEE ANCHOR NOTES 6 ^ WOOD BUCK TYP, SEESEE ANCHOR NOTES 6 -+ WOOD BUCK TYP- SEE. TABLE R SHEET I ." ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET I,- ANCHOR NOTE 3 SHEET 1 TABLE A, SHEET 1,1 ANCHOR NOTE 3, SHEET I SEE ANCHiA. , ` SEE ANCHOR / e SEE ANCHOR - d - NOTE S,:BH{�t' NOTE 5 { NOTE 1 (IW MAX I SHECf1I ti" 1 SHEET/ wim"I- �(r' } CONCRETE 2-1116•` _r1 .V1p5^ !.- --�. _. 1 "'•1PfG^ _-�.� �L Pk ri TABLE EDGE DISTANCE:. CONCRETE EDGE DISTANCE: C1-iP7.atETE EDGE DISTANCE: A, SHEET 1 9E£ TABLEA SIFT 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET I l FMBFTIW'.NB' SEE TAfiFE A SHEET 1 A, SHEET 1 EMBEDMENT: BE TABLE A. SHEET 1 -- SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 - s•1RACK F il-IL1ILLsIRA kRAME 3LL MIN -TH�FR.hM� ally. GONCREi'E pNSTFI',4ATpGA{ ©_.:LIHCRETE 446TALt�aRYl LUI.tiNti IE B.'x1ALL'aTIuN EMBEDMENT: SEE 4 TABLEA SHEET 1 PROPERLY SECURED EDGE DISTANCE: SEE TABLEA. 1X WOOD BUCK TYP SHEET k bF} ANCHOR NOTE 3, SHEET 1 f CONC.CMU ANCHOR 2.1/16•• T+P.. SEE ANCHOR •_y NOTES d TABLEA, SEE ANCHOR NOTE 3. SHEE.T1 CONCRETE -' Na_OR CMU • MAX. SHIM �••� 3--- A, SHTEAEBT I x JAVA �� ii�'BibLLATIDN EMBEDMENT: SEE TABLE A, SHEET 1 j mAMtTM� kCOC 0153 F710E' CONCJCMU ANCHOR SEE TABLE A, TYP.- SEE ANCikOR - SHEET 1 NOTES 8 TABLE A, f SHEET 1 3-U16" 1 PROPERLY SECLRFD I X WOOD BUCK TYP.. — - SEE ANCHOR NOTE 3. SE£ ANf_.HOR P87TE 3 d]EiCRiTT•SHEET1 \,—RC.Wlj SHEET 1 ER TABLE E • 1!9' MAX. SHIM TYP„SEEANCHOR � N wax CPI f C1 M.•IM Rllb EMBEDMENT.5CE TABLE A, SHEET 1 '� 1 mAMtTM� EDGE DISTANCE. Er.r1.++A�i;;j1j� PROPERLY SECURED SEE TABLE A. SHEET 1 �t.l. �'- IXWOODBUCKTVP.- ywy_,,A p.y2' SEE ANCHOR NOTE 3. - SHEET 1 ---� CONC,ICMU ANCHOR TYP„SEEANCHOR i NOTES A TABLE A, +T SHEET 1 i C.ONGriETE Faft CMU EXTEAIM PER TABLE R A. SHFFT ! - 114' MAX. SHIM -y I-- / {i'M{CR-f1FrlF rr w�l, il��ri�twllru+ — � /1})� +” _ ANC 40RAGE WTATLS SEMES 670 ALUM. SGD NON -IMPACT _ bu:�v NTS t3 • 72 GTO28 INSTALLATION DETAILS METAL TVP„ SEEANCHOR NOTE 4, SHEET t, MIN, OF 3 TTiREA05 BEYOND THE METAL SUBSTRATE E_L19EOMEW: SEE TABU A. $NEET I FRAMEJAMB ILLLIBThAI'N'£ PURP09"OIILY SEE REQUIRED AT ALL ANCHOR TYP. SEE • �, is'� ,y ANCHOR NOTES 6 INSIDE POCKET'S EMBEDMENT: SEE TO PREVENT )01) WANG— TABLE A, SHEET I P•HOCK MQUWfI40 ADAPTER WATER LTIS"TANCE WOW ANC1 6;011 TYP,. INFILTRATION IfOC"i w FOR SiSE WITH 9.OW%SRJ.."Pj$EFS ?k. _ _ SEE ANCHOR NOTES EMBEDMENT: _ ITTABLEA. SHEET ,I. SEE TABLE A - AL ,,,,, tt ( SO SEE TYP. SHEET I ANCHOR TYP„ SEE ILLUSTRATION. SHEET 9) ANCHOR NOTES & TABLE ASN 4TGcrN TI SJ DIS TANCI� SEE ALSO �T( EXAMPLE AL O &PE EMBEDMENT: SEE TABLE A. SHEET 1 - (ALSO SEE TYP. A SHEET I EMBF..DMENT; ILLUSTRATION, SHEET 9) SEE TABLE A �P IIILPOR USL wrI1 F F4t%jgk -�0 ME T E"ENDR SHEET I PHOOK WOOD ANC+M IVP„ / } L Vfl P+IODK SEE ANCHOR WDYES •• CONCRETE DR 6 TABLE A. SHEET 'I CMU PERTABLE (ALSO SEE TYP2693' . MLN. A SHEETT ILLUSTRATION, SHEET e) EDGE DISTANCE 14U IFJk TC3T Ai!TH - Ax 911.g_R) �' PAITT°U Atq, A'ib. /,"'! OTT EE4a WOOn R.�.T1�I E%TEA,�,R M+741NF STiCryA1, (ME TABLES. IA. 2A IL 3A MAYALBO LIE NTSr mto-N FOR WATER RAT11K5) IIaTBR MlOTi4'T12 METAL TVP„ SEEANCHOR NOTE 4, SHEET t, MIN, OF 3 TTiREA05 BEYOND THE METAL SUBSTRATE E_L19EOMEW: SEE TABU A. $NEET I EMSEDMENT.SEE P -HOOK MOUNTING CONCRETE OR CMSEDMENT!EEB ADAPTER CONCJCMU TABLE A, SHEET 1 ADAPTER SMS CMU PER TAEI.E TABLE A. SHEET 1 i A.WtW* Tr7' SEE ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES 6 TABLE -. ANCHOR NOTES ' �,� - A. SHEET I 6 TAbtf. A, SHEET 1 •�' ' fALSO SEE TYP. (I ^'IA.LEOSEETYPEMBEDMENT; 120KR SHEET 9) �.AYTFILAi� IIALr!1TRATIOR' SEE TABI.€►, SHEET BS SHEET t E DISTANCE: SEE - AY/�. �`• T� T E A. SHEET t 1-1/4' MIN EDGE DISTANCE fA iyM1 or—f— P-110p11 SMS ANCHO'TYP, EtTell¢R SEE ANCHOR NOTES -I II TABLE A, SHEET 4� CONCJCMU ILLLIBThAI'N'£ PURP09"OIILY SEE 1 AT �. nIVE14NDNS ANCHOR TYP. SEE • �, is'� ,y ANCHOR NOTES 6 SHLIWN Are BASER 1.69Y All DN MIN ALL VME-UU,. ETTr.E + LTIS"TANCE 2-FKkovES OH Trus IfOC"i w FOR SiSE WITH 9.OW%SRJ.."Pj$EFS SHEET ARE POn EMSEDMENT.SEE P -HOOK MOUNTING CONCRETE OR CMSEDMENT!EEB ADAPTER CONCJCMU TABLE A, SHEET 1 ADAPTER SMS CMU PER TAEI.E TABLE A. SHEET 1 i A.WtW* Tr7' SEE ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES 6 TABLE -. ANCHOR NOTES ' �,� - A. SHEET I 6 TAbtf. A, SHEET 1 •�' ' fALSO SEE TYP. (I ^'IA.LEOSEETYPEMBEDMENT; 120KR SHEET 9) �.AYTFILAi� IIALr!1TRATIOR' SEE TABI.€►, SHEET BS SHEET t E DISTANCE: SEE - AY/�. �`• T� T E A. SHEET t 1-1/4' MIN EDGE DISTANCE fA iyM1 or—f— P-110p11 SMS ANCHO'TYP, EtTell¢R SEE ANCHOR NOTES -I II TABLE A, SHEET 4� CONCJCMU ILLLIBThAI'N'£ PURP09"OIILY SEE (ALSO SEE TYP 2 693` MIN. ANCHOR TYP. SEE • �, is'� ,y ANCHOR NOTES 6 TABLE A. SHEET 1 FOR ALL APPROVED ILLUSTRATION, SHEET 9) EDGE DISTANCE T TABLE A. SHEET 1 SUBSTRATES 1.1 W"MNJ F,fTAF fMS7ANCF, IfOC"i w FOR SiSE WITH 9.OW%SRJ.."Pj$EFS "mw son 1}5£�T H apsALL RI @P rAq"Te n18 s_e K PARTS f49, iYf.ERORiF7t. idEWHREn PJIOd�i PJIO'gJl"lfflaNT'IWG. E{xp[JREE �QiSTALLATNDR EKTERIO . .- ADAPTERGONC ICA}li AND P44WN I; WJER ANCHOR TYP„ SEE ANCHOR NOTES & TABLE ASN 4TGcrN TI �. A, SHEET I ALSO �T( EXAMPLE AL O &PE EMBEDMENT: SEE TABLE A. SHEET 1 - (ALSO SEE TYP. 6 ILLUSTRATION, SHEET 9) ANC"ORAGEDETAItS �P IIILPOR USL wrI1 F F4t%jgk -�0 ME I�� CF CFM )11�"+ 1'AI:.TSI116 A:LI: i77 -QR 2j;':.. CUNC_RIz"TEo—W-k;W A-TALIAMN 0 111 � r�„w-•'.••i'w•,"•'. •• u. �PGT0126 {SEE TABLES IA $A 37A Me -ALSO B N9 T9tf0IN ZIWATEA �1xnA 'A"" } PATLNG3} EY,�EyRx}R CLTNLTl 4 P.FASFios P -HOOK MOUNTING EMSEDMENT.SEE P -HOOK MOUNTING CONCRETE OR CMSEDMENT!EEB ADAPTER CONCJCMU TABLE A, SHEET 1 ADAPTER SMS CMU PER TAEI.E TABLE A. SHEET 1 i A.WtW* Tr7' SEE ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES 6 TABLE -. ANCHOR NOTES ' �,� - A. SHEET I 6 TAbtf. A, SHEET 1 •�' ' fALSO SEE TYP. (I ^'IA.LEOSEETYPEMBEDMENT; 120KR SHEET 9) �.AYTFILAi� IIALr!1TRATIOR' SEE TABI.€►, SHEET BS SHEET t E DISTANCE: SEE - AY/�. �`• T� T E A. SHEET t 1-1/4' MIN EDGE DISTANCE fA iyM1 or—f— P-110p11 SMS ANCHO'TYP, EtTell¢R SEE ANCHOR NOTES -I II TABLE A, SHEET 4� P -HOCA C(NJCJCMU ♦:YTEArpli ANCHOR TYP„ wEk ANCHOR (ALSO SEE TYP 2 693` MIN. NOTESLTABLE K BREEt 17.693' MIN ILLUSTRATION, SHEET 9) EDGE DISTANCE ..;ALSO SEE TYP, EDGE DISTANCE ILLUSTRATION, SHEET9I IfOC"i w FOR SiSE WITH 9.OW%SRJ.."Pj$EFS "mw son 1}5£�T H apsALL RI @P rAq"Te n18 s_e K PARTS f49, iYf.ERORiF7t. �IET_AL Ijf51.h uoL K1M E#T RWI E{xp[JREE �QiSTALLATNDR EKTERIO " I8£E TABLES IA,. 2A S TAMOUNT ONLY (SEE' TABLES IA, 7A A 3A QALY FORYfATER RAFWD') F OR WATER RAT BYGS] ANC"ORAGEDETAItS I�� CF CFM )11�"+ �SL�RfES '7tlALUM, SGA'-NOMIMPACT d� l� �r 1 :•.O+:xAMdl2 Tra59:EFT, 111 � r�„w-•'.••i'w•,"•'. •• u. �PGT0126 I A IT*Al lkx rE, Yh �1xnA 'A"" srcAn NTS 14 •, 22 F= P.FASFios CONFIG. EXAMPLES HEADER OE1AK'A'. ._��. MAX UNIT_�_� wmnl SHEET 18;,N51ALLAtKM DETAILS 'AW A Ae.'.. " MAX, SHEETS 12 It 53MAX Fr RK -A 1 PANEL IrFiGHT MAX, UNIT 1 NOM: PANEL WIDTH ._��. MAX UNIT_�_� wmnl TYP. PER TABLES 1.3 MAX, Fr RK -A DLO CORNER AE7AIL'Y�. wI11H MAX, UNIT ANCHORAGE SHEET 11 1 PANEL PANEL DLO PER PANG TYPE TYPE PANG TYPE low 'AS' TYPE 19: INSTALLATION DEI.S TA.s I 'QN 8'GC. SHEETS 126 13 NOM. PANEL wIO1H TVd'. , SEE PER NOTE 7 TA9LE51.3 NOM: PANEL WIDTH _� TYP. PER TABLES 1.3 IN 1113' di Fr RK -A CORNER AE7AIL'Y�. SHEET T9 S CORKER MAX, UNIT ANCHORAGE SHEET 11 1 MAX. HEIGHT INTERLOCK DETAIL f DLO PER V SHEET 19 HEIGHT TABLES x L� ypgg 1� y JAMB DETAIL G3-, SHEET f i 19: INSTALLATION DEI.S TA.s I 'QN 8'GC. SHEETS 126 13 90' STLL DET AIL'D'. 61(EIET 1d: � INSTALLATION DETAA4 EXAMPLE., 90' INSIDE CORNER 4 PANEL$ - XXM VW E.'De.. SHEETS 12 6 13 — r10 x 1.11T PH SMS SILICONE THERS PANEL CORNER FR_ A_ ME C RNE_R DETAIL DETAIL 1) SEE SHEET 11 FORINDNIDUAL PANEL CONFK;URATIONS AS APPLICABLE SEE OPIANCHOR TABLES, SHEETS BS FOR MAX PANEL HEIGHT AND -10TH SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS 2) (1) LOCH (ITEMS 75 & 107-110) AT EACH LOCKSTILE. LOCKINO INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL, 3) PLEASE SEE APPLICABLE ASTRAGAL d INTERLOCK COMBINATIONS PER DPIANCHOR TABLES " x 1' PH SIAS mm 01000TH n NOM. PANEL WIDTH - 7" DLO HEIGNT • DOOR UNIT HEIGHT � MAW PANEL HEIGHT • DOOR UNIT HEIGHT -1 866' u tw�,n»rs AN 4MA(73CVE'i" Al16XRAfF'LERE' ovjl — axr a w n AVAe SEINES BW AL UM, $60 • APL7A1- WACT amus =1 NTS 15 1 22--POT0128 �wi9 n-1 xtsKvlb RC,R yYA r CONFIG. EXAMPLES Flx'ED JAMB DETAIL'G7, /ASTRAGAL 5HEET 1&; INSTALLATION DBTAILS'0' a DETAILS GW &'GC, L2, SHEET 19 INYERLWK DETAIL SEE NOTES ON SKTIT If 1M'. aLiEET 19 WERASLE. IAJ.Mlf DETAIL 'G.', SHEET 1&; T I I�.�? M3TALlATK41i DETAILS IG V &'Ge SHEETS 12 a 13 HEADER DETAIL'A'. SHEET HEADER DETA&'A', SHEET I&. 10, P1410I1AT"I DE7AIl.3— -•INSTALLAn0" DETAILS'AW SAC, 'in' a'A_". SNEE I'S 12 a 13 ,i SHEETS 12 & 13 r ASTRAGAL DEI AILS LL 1'6INTEPLOOK DETAIL W', SHEET 19 SHEET 19 a$] ff f 5 _ - _' I1EATfFR DETAIL � SHEE 11S; PANEL rypE pETAIL'C', SHEET DETAILS K � JAMS pE f AR Y/2', SHEET Pa10pK DETAIL'J' 11 W SHEET_ W INSTALLATION OETAILS 19; INSTALLATION DETAILS J,Y INSTALLATION — �,�'�' y JMIB DETAIL'S SHEET I&: INSTALLATION 'GW & G[, DIIR: Tfl 4i J11? Ph'tEL PANEL PANEL SHEETS 12 6 13 - MAX.. UNIT WIDTH I TYPE TYPE TYPE MAX. PANEL ,A 'CS' 'OS' PANEL UNIT t.A,krr�a�",c PANEL TYPE PANEL TYPE PANEL TWE HEIGHT .BILL DETAIL TYPE NOM, TYPE TYPE PER 'D'. SHEET PANEL L. SEE TABLE S. MAX -. ,i5.� H IYP. Y^ -NOTE J: 13 INSTALL DLO PER .-- SHEET iS NOM,�'c DETAILS ItEl4}1t YA6LES 1-'. ^�- NOM UNIT HEIGHT x PAN@L SHEETS 1. CrJL PANEL HEIGHT x TH 'V S MAX UNIT WIDTH MAY DLO WIDTI{_ n,l PANEL TYPE w MAX UNIT HEIGHT SEE PER TABLES NOTE;. -g 1EE-t- 15 Y x JAMB DETAIL'G3' SHEET INSTALLATION DETAILS 'GJ/ a'GC. SIiEETS 12 & 13 k INTERLOCK DETAIL 'M', SHEET 19 90" OUTSIDE CORNER DETAIL'NI', ViEET 196 CORNER ANCHORATJ,E SHEET 11 1 [;nEfibn FKM.1 PANEL 'NIUTH TVP. w iN4R TABLES uN1T WIDTH -- — PANEL CORNER SILL DE A L , SH i .-- CONSTRUCTION EXAMPLE: OXXX INSTALLATION DET.Al" CO.,- DETAILS SHEET 15 .'L_jRACKj 'Cr Ar D.'. SHEET512 a 13 EXAMPLE; W 0lITSIOE CQRNlj&.„XX= 'd{,_!R-ACK} JAMB DETAIL'Il', SHEET 1S; r ASTRAGAL DEI AILS LL 1'6INTEPLOOK DETAIL W', SHEET 19 SHEET 19 14STALLATION DETAILS W & 'IC. L2, ,_,r ,- INTERLOCK DETAIL Y,T, SHEET 15 SHEETS 12 a :.5+. 5 _ - _' I1EATfFR DETAIL � SHEE 11S; >... HEADER `1 JA 1 1!; INSTALIA'TION �' ` pETAIL'C', SHEET DETAILS K � JAMS pE f AR Y/2', SHEET Pa10pK DETAIL'J' 11 W SHEET_ W INSTALLATION OETAILS 19; INSTALLATION DETAILS J,Y INSTALLATION — �,�'�' y JMIB DETAIL'S SHEET I&: INSTALLATION 'GW & G[, DIIR: Tfl 4i J11? 'HW d'Hc', SHEETS 12 a 13 'Ji,'KW d'KC, SHEET 11 DETAILS BW a'Bc', `pETAi�S'Iw' 6'k', SHEETS 12 a 13 SHEETS 12 6 13 - MAX.. UNIT WIDTH AJAX UNIT WIDTH----+�� PANEL FAFIEi. PANEL PANEL t.A,krr�a�",c PANEL TYPE PANEL TYPE PANEL TWE PANEL TYPE TYPE TYPE TYPE TYPE 'R' L. 'A7 'F' M Y^ F 1T MAX, MAX UNIT NOM,�'c NOM UNIT HEIGHT PAN@L PANEL HEIGHT PER 'N1DTH TYP a DTHTY7' PER TABLES MAX .SEE PER ` SEE MAX PER TABLES 1-3 DLO NOTE R-. TABLES 1 i hOrC 2. DLO TA.HLP4 1.1 L3 SHEET 10 '�. StILFI I EIGHT xx LE x x BOLL DUAiL'E. 9FiEI7 IB:+�AARPL�.1x70f(i- INS TAILAI'lON SILL DETAILT', SHEET 14. TI INSTALLATION UETAIIS U+.i 3• TRACK- t RIGHT POCKETS DEINIS 'EW 8 Ed SHEETS 12 d 13 A fACL( Qr-PFi�4 FW &W, SHEET S 12 a 13 Yti. rl v:.y rnrMPlrAc cccvn.luna r�. s r s .TV'Z' sew •oW+waQcB c A HMS+' l M7ffi1NrClw fYilY fefY! Ek! F ..�... �1 IY L i f- E 3A-Ri PANEL'S RIGHT STILE TYPE PANEL SMN IF 31N 3E zE0 LQ LaTLLE IMD 1 ASINA A ASTRA AL � fN A TRAGRL IN CORNER EM fCRNER EiT 3R:RRF Wltafln�. Ill CORI1CA TaTCR [R iR f3W IE0. -1 CAR Mn RC>. N 1W LCCASTLE IK, LOOM W NECENEN 90 RECENEA 5>3 f:E'Y.TI' TN fTS.'>;PdCA BOflECENER TYPES LNTEw.00R OUT EJTERLOfN N RAnIIXF OU7 EOY N Wijb C W'IUNCLE W UND E w NAI E Wi RANOIE 1W HANDLE f11f �' ! Yh INlIRi •--LC] -Q:m ecr'- - F PP K L TR TQ TC TA N TW CGT B E P A C C /C SQ SC SA SV Sw INTS'ERLpCN �- J R S FD FC FV FW ;TED RR y/ .LlSci:C w LL r'T"-°✓+ca `� PANEL NOTES; } W ^ F mu <..+: _ 1, SEE AP TABLES 1-3, SHEETS 6-0 FOR PANEL F' ASY,AQR ��I,,ee..�� Bri.(MI �L / ! V SIZES 6 DESIGN PRESSURE LEFT ' BIGHT 2. PANELTYPES NO] $HOWN OR L:ROSSEOOFF w -�' PANEL PANEL ARE NoREWIRED FOR ANY CONFIGURATIONS ..I A9=.aAnR:- T U FfT1 EnEwoN STILE C� - STILE pty't}AftE ROT AVAlL4BLE STB N Nmpt. 3, go, ASTRAGAL 5 TO USE HEAVY-DUTY -ES ILL.Af;TAAOAL n _ T n u PANEL •E` SHOWN SEE TABLE FOR OTHER PANEL TYPES AND (IM51), CORNER RECEIV!<R jai 10l ANIJ EITHER EMERbR l'3110) 60. BtTEii1Li11K1;%ry) {:GRniER - R APPLICABLE STILE/ASTRAGAL REQUIREMENTS ASTRAGALS - 1 a. 135' ASTRAGALS TO USE HEAVY-DUTY STILES �eranA w LarorcE�F RT / Cl (061) AND CORNER ADDON 1031). J z IR !WALE Enc�fl1Efl W4a AfN1 QT QS - Q � ` w twt% v w OG 7 Efctr 4fi �'rv. c r CS c�7 _ E __' AMiM{wYeMPnT�l► .'ns M:m�... s.li.-i4 �6•af INr rolufa.� E"_ AT AS DF111 1f FFA•-+�- CF SILL RkSER. FLAP S!{1 R19ER.FLAT,la, ISEN,fihT -M?_IFUT '�'�'� zR �� MEY1cULR }-i.Y•I'k1fL9H�d" �JELUS 16 fli�.Y:R A4{{'TJBR= VT VS VF U7 3.N � L1 .IN iu+YILE a EL1fYTi24R L,�Rrclki i r-7' u-e�.� SCG: �^� a3 RASEIVfR �--� WT ws WF. �} �, �:�•-, � �1. II i �- �t6ER. . BILL RISER, BOX B[ (•-%Et7Vd L-.i1A 1.i - 2-V2"L':f LYECNUN 311+i,' HiOH.{' 'NOT VALID FOR WATER INFILTRATION RESISTANCF REQUIREMENTS, SEE: SHEETS 64 Gwen _ PSL TYPES --' _ ......... . y SERIES 670i4Li1NI hf SGC7 i�IC1M-iAiPAI"7 . a oacs,r c w.+CsWKIrl M#x..ea 7. ,-.. RYnIy�2i -1x61r. Fr. -�'�- '--' '• -�'=� bc, c;a WFS 1I •• 22 PGTQIPB C Y[Ys+•,a ASSEMBLY DETAILS YSEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) �10]N6THH t< Y lt"QM tlH r� Tsix ac�c,u►He KK �{,1.y�6] pHA LIP gIfI}fl} ,� ti IMIA.EPAH IS++D'1aN WI7N �:. FI%EO pANF,L TG lv THE It�NETAWHY . �LFxiFwaa tl1cx93•.� 1 'OF JI�LI9 7Fi L'K] X7 2 -TRACK JAMB ;: .� ts'i,QND .. IS RETAINER 8123 LnSP !f� (SHOWNNITH EL AN, ` fl bl FIXED TO THE EXTERIOR) TERIOR) 1.11 v-- SHOWNWITH '�TRAC:PI-LVwSCHF:€N E" OPT. SCREEN L._ `€R,tyt,f1[Ae TRACT( J �Bi jIAC+E�ir ER'ERL'7t - - M€WLLy;IiLL ! _ fl�)v I'im PANEL JAMB LENGTH l�S�4 C7 1rtt�l • �r'i :;TR11C K y�. SEE DETAIL G1.y ;l tYc dt F�� F_ WITH FOR FIXED OPERABLE �o) PANEL CLIP -- a NF SEE DETAIL G2 on FOR •ti.TIifGI,J4 FOR FI%Eb PANEL CLIP - 17} Y4'J rho 4 4'°1 � M 2•YtiA1}t.w.1++ � _ .r Enw ,�FyTeAwA V"*�—uCS };j'ETACk JAlA4 i i�IA�K � a- 97 -�[ �•T'RFG+14 JMWd OP LEPAREL) �FDT-0 PANCL 10 11 i fDftmVE 106 O EkEkAABLEPANELI THE EXTERIOR) THE INTERIOR) .,� Faaaa -f'�3 ELaERWN ..��I f_ S AUX UNIT FRA0 ��a h=usayc "eu1 Fpgy,E F IrD HEIGHT PER TABLES 1-3 EXTER" T7 Iur. 'ITEM 61 SHOWN, REM EO ALSO APPLICABLE, SEE TABLES 7.3 SHEETS S -S FOR OP 1PSFI ASSOCIATED WITH S71LE. 5F I t M ex•e� fa �v.Y f!rI1NRt1CP ctyi. d •4"fH s.+Aae 4 -TRACK F FRAME SILL sa I IVTS I fa = 22 ml ASSEMBLY QUAILS !SEE SHEETS 1Y-14 FOR FOR INSTALLATION DETAILS) j {TF r; Y7 4'uT N7 TT fATEAILw 711} Ayll �j "F.-3--E`'S il•�1 r1 P.leyiRK ¢S9RgLAT 5551LL11$y,1.,7 V,i1001i FDR KS1LL8 E.wf+mG �ll T H ,'✓t6U11��- r STAFli'MRDA T ®Wxj"'H�LA V- LJT 5 ,�4 Ll W�Tj3 BTAA!MR097aE3 ri+? L4iINFIEA4Y•DUTY.y- ter EXTERIOR BOX AS—GAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN IBOX-OUT) MAY ALSO BE INSTALLED [BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR IBOX-IN) TOWARDS INTERIOR ISOX-IN) Is INTEFHJR Bo` I u+�LX}' OUTS!DL: GORKII t!Mr l,7[431S7R1! �i36' OUTSIDE GORNfTS O F•TRh'F; SHDN�4f I A I I , I � " fm�, "� I fF ALIn, u INTERIOR l r YlfEN10R 1� �, tis• iss• o<s>ra�c�tR�� 1 � � Kci�r�'rr�rrA SERIES 670 exp ClO -I ' ITEM #61(HEAVYQUTY eG.7�I Nt1U�Crygtaf—R STILE) SNOWN. IT[M ON . LI—M�J119M (STANDARD STILE) ALSO APPLICABLE SEE TABLES 1-3, SHEETS 6$ FOR DP (PSF) ASSOCIATED WITH STILES - KTEAlDR E1tTETTRIOR CJ 4W rw A•¢. ' ITEM #61(HEAVYQUTY eG.7�I Nt1U�Crygtaf—R STILE) SNOWN. IT[M ON . LI—M�J119M (STANDARD STILE) ALSO APPLICABLE SEE TABLES 1-3, SHEETS 6$ FOR DP (PSF) ASSOCIATED WITH STILES - 740N DETAILS, COMERS C SG4. AWN-OMPACT is zz �PGTorzo c .._� _ 6o G 6w 0,060' �[ «t 1` � JL JI tL0 CBI .�JI� CJ7rn Al l C 1�-LA-� 6.031' 2 ]TF'AG'[ ' Y.'/SGREEJi M_{. id)Ar 6,221" – U,U60- I. 1,211` 1'505 o.ofii• – (s :t-TRAM'K fK'A� Ae)..TIRN k.. L 1145 L ALS 4A9' TUT Boer "` i 1 /;� f O-T6;a-E} (DW T rap 1.36' 0081` 6.166' r—j JA4� W1: (��►-Rte+-Ti,r '{0fID3-T0 A�1 ---� 136' I �I� 0.081" 7.105" Ifi1 .i T0xL1r 6.067 I k19• 6 681• �. (8663-76 AL) 5,069" --� I-- 1.015' l_.. o ofir 7 � (+7�IRACkya�7ZC-- (flFiV!-46 AL). {t�6k�7e Jam; 0.875 1w La Y.� v � Wpr,a�.aArt'w/e 9..b.5e� KJ1 {te0� 110 AL' { $C,U - NON -IMPACT y n,cra� apt -==ice 21 - 22 _PGrD"29 1^C re r * q.e164' ��'`�'PRA,AE Y6er4W.1h1AFS 5Lg[,EfT, 1.1 ABO•?JM RAA1E SILL SCREEN 12 A: 0 �R,yfA£51CL �>�GN to E#1G,AG5 (6063.6 AL) (6063-T6 AL) �fi08'3•T5 ALf REQUIRES MON. 910 SMS REQUIRES MIN 010 SMS OR 3/18' MASONRY OR 306' MASONRY ANCHORS @ 24' MAX 0 C. ANCHORS @ 24' MAX. O.C. ♦ t tem �� SEE SHEET 12 FOR SILL RISERS w wJ�rtz naleax* . 1 ti 1.36' 0081` 6.166' r—j JA4� W1: (��►-Rte+-Ti,r '{0fID3-T0 A�1 ---� 136' I �I� 0.081" 7.105" Ifi1 .i T0xL1r 6.067 I k19• 6 681• �. (8663-76 AL) 5,069" --� I-- 1.015' l_.. o ofir 7 � (+7�IRACkya�7ZC-- (flFiV!-46 AL). {t�6k�7e Jam; 0.875 1w La Y.� v � Wpr,a�.aArt'w/e 9..b.5e� KJ1 {te0� 110 AL' { $C,U - NON -IMPACT y n,cra� apt -==ice 21 - 22 _PGrD"29 1^C re r * I 3 902• 11 0.671' 080'— n:2a1 01 tF08 9 AL,' tGG91.,k! AL) Ll .016' 1 9Ta• •–� u II g C-,gg, 0135" IFl= 61DUNI 2304" — fl,T'62` 0199' 0 082" P ��a3eDDM_11 { .S (806378 ALS 1.980 3.12 O5TAFFDAr'dY STp� "3.1251� s1 } FA17Y DUTY 46/itY1. T8 At Saar al o.aea Mall f 0.096' � O .CQ;B.�h AOSE� 1 9 AL} I.P3P' 0.082' 1 130Y - �, arn•' 11 j699T16ALf C6Ob1T6AL1 3.9�IY 3.979' — i. _ 1- �.fi' 11876' –t,�„ { 00W' _d .� 1,3M' F�•}'. 1w L 1 r.+.;• –��jj Rie j r .e49 .rte 81 r,5 npP/4r:1 RADAL IIEAW DUTY ASTRAGAL OT a 1 ru OMT rMG yr16'B 17a<" jB08n FB ALJ rii0P3•T6 Al.) {0Pa3•TE?IF. "Wr� +l.,lu 1k#rMa k.3 RW -TM AAI - Gf a 1.0 3' .. 4- am' Q 0060' V=7 r M �- Q..fi9' 2993' 0133• t _ 1498'sm P.133' l tga' 0.P88 Y .bra's' --• r 6.A8 n.a_, _.-.j� V' 4` 6701' 13 TI C' 5.621" Il _ �._.. H 7,'9" � i�n1 PQ' WrilyE C.LR!16RA$7RAGaL '.. 0.060' I S$P83•TR.117 2 82N" • 5Q' i1llISlDC C€3RKR ASTRAFi94 46CI53-T3 A11 - 1 Fl%�D1 N,,afcpL! Ir G'GR11£R RECEI'Y$�-R- � �kf88RtiT8 Aij � f•F8,1t1 1 �� .'.. w lMrr4wMcu9•Nnr 6'1 � �'i ty.� r _ '�.i1 'r caxr c' �n ctwrrtF n,r,w aarl -. - .. aFnr c�.�m�.asr "IFS 6WALUM, SOD N'MIMPACT .rw -.� --•—• `r �A kYMi�CILTH E •••"•. � ' ' -�'—.- aF.-E>� � IJ7$ 72 , 22 PG70176 C nt.rs,u