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HomeMy WebLinkAboutAPPROVED, NOA_20-0722.163/16/22, 1:45 PM Florida Building Code Online Busi.ness& Professional. Regi SCIS Home 1 Log In I User Registration i Hot lbpics Submit Surcharge Stats & Facts Publications Contact Us ' SCIS Site Map Links ��� Search Product Approval USER: Public User Product A-proval Menu > Prnduct or Apo ication Search > LU ication List > Application Detail FL # FL10597-R9 Application Type Revision Code Version 2020 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 CGI Windows and Doors Address/Phone/Email 10100 NW 25 Street Miami, FL 33172 (305)593-6590 Lmiller@pgtindustries,com Authorized Signature Jens Rosowski jrosowskl@pgtindustries.com Technical Representative Lynn Millerr P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941)466-0100 £xt21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging 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 year TAS-201 1994 TAS-292 1994 TAS-203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2021 htips://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM71611p%2bGpgMct)LpLMvidiL5UXQkgUokM2qrg%3d%3d 113 3I15/22, 1:45 PM Florida Building Code Onhne Date Validated 10/22/2021 Date Pending FBC Approval Date Approved 10/27/2021 5unur�!'I�roducts L # Model, Number or Na Description 10597,1 Series 160 "Sentinel' French Door Outswing, Aluminum, Large Missile Impact Resl ant w/wo Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL10597 R9 C CAC 20-0722.16b.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes OB/08/2023 Design Pressure: N/A Installation Instructions Other: Please see the enclosed documents for product FL10597 R9 II 20-0722.16b.pj�f performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent y: 10597.2 Series 165 "B ren oseswing, Aluminum, rge Missile Impact Resistant Door w/wo Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL1a597 R9 C CAC 21-0510.04b.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/28/2026 Design Pressure: N/A Installation Instructions Other: Please see the enclosed documents for product FL10597 R9 II 21-0510.04b.adf performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports i Created by Independent Third Party: 1059713 Series 165 'Balcony Breeze" French Inswing, Aluminum, Large Missile Impact Resistant Door wlwo Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10597 R9 C CAC 21-0510.05b.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/28/2026 Design Pressure: N/A Installation Instructions other: Please see the enclosed documents for product FL10597 R9 II 21-0510.05b.pff performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: -- 10597.4 �Serle.,450 French Door Transom ndo Aluminum, Large Missile impact Resistant Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10597 R9 C CAC 21-0917.01.ndf Approved for use outside HVHZ: Yes Quallty Assurance Contract Expiration Date Impact Resistant: Yes 11/19/2026 Design Pressure: N/A Installation instructions Other: Please see the enclosed documents for product FL10597 R9 11 21-0917.01.pdf performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10597.5 Series 450 French Door w/wo Inswing, Aluminum, Opaque, Large Missile Impact Resistant Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL10597 R9 C CAC 20-0619.05 "dd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/25/2022 Design Pressure: N/A Installation Instructions Other: Please see the enclosed documents for product FL10597 R9 II 20-0619,05tpdf performance information, anchorage details, and anchor type, Verified By: Miami -Dade UCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10597.6 Series 450 French Door w/wo Outswing, Aluminum, Opaque, Large Missile Impact Resistant Sidelites Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL10597 R9 C CAC 20-0619.06.0d https:ltwww.focidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM71611p%2bGpgMcbLpLMvldiL5UXQkgUokM2qrg%3d%3d 2/3 3115122, 1:45 PM Florida Building Code Online Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/25/2022 Design Pressure: N/A Installation Instructions Other: Please see the enclosed documents for product FL10597 R9 it 24-0.619.06,1?dF performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10597.7 Series 450 French Door w/wo Sidelites Outswing, Aluminum, Large Missile Impact Resistant Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL10597 R2_5; yAi~ 21-0917.03.p_df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/09/2026 Design Pressure: N/A Installation Instructions Other: Please see the enclosed documents for product FL10597 R9 II 21-0917.03.11df performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10597.6 Series 450 French Door w/wo Sidel Ites Inswing, Aluminum, Large Missile Impact Resistant Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Fi.10597 R9 C CAC 21-0917.02.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/09/2026 Design Pressure: N/A Installation Instructions Other: Please see the enclosed documents for product FL10597 R9 II 21-0917.02.E performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information, Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 10597.9 Series 7700 French Door w/wo Outswing, Vinyl, Large Missile impact Resistant Sidelites/Transom Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FLIOS97 R9 C CAC 20-0427.07.E Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/23/2024 Design Pressure: N/A Installation Instructions Other: Please see the enclosed documents for product FLID597 R9 11 20-0427.07.pdf performance information, anchorage details, and anchor type, Verified By: Miami -trade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluatlon Reports Created by Independent Third Party: Contact us i 2§Ql Blair Slone [toad,lallahassee. FL 32399 -187_1824 [he State of Florida is an AA/EEO employer. CopvStatement :. Accessibi iLy Statemen1 :: Refund Stat merPriacy Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send electronic mall to this entity, Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.4B7.1345. 'pursuant to Section 455.275(l), 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 emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F,S„ please dick here , Product Approval Acceptst ® ®® week Credit Card Sete https:/Iwww.floddabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwlDgtfYB.i2%2fM716ilp%2bGpgMebLpLMv1diL5UXOkgUokM2qrg°/a3d%3d 313 MIAMhDIADE M1ANII-DADS 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 1, (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv CGI Windows & Doors, Inc. 3780 W. 103"' Street Hialeah, FL 33018 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 `1160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No. MD-160FD Rev A (former W13-01 Rev F), titled "Series Sentinel 160 Alum Outswing Door", sheets 1 thru of 14 of 14, , prepared by manufacture, dated 07/14/20, signed and sealed by Lynr A. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance numbe and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 3, single sidelite in sheet 4 and door mullion in sheet 5. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets land 2 and locking hardware options in sheet 10. 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 aver 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 # 17-1222.16 and consists of this page 1 and evidence pages E-1, E-2. E-3 & E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No. 20-0722.16 141AMHXMM COUNTY i ���.� [ . L]t Expiration Date: August 08, 2023 Approval Date: November 05, 2020 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED I, EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file ##13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 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, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, RE, 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE I . Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for "Saflex clear & color glass interlayer ", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) former Solutia Inc. for "Saflex CP-Satex & Saflex HP composite interlayer w/ PET core ", expiring on 12/11/18. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No 20-0722.16 Expiration Date: August 08, 2023 Approval Date: November 05, 2020 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of'conf'or►nance to FBC 2014 (5`h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/ 14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1, This file NOA revises # 13-0226.06, expiring 08/08/18, 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. EVIDENCE SUBMITTED UNDER PREVIOUS NOA(s) A. DRAWINGS 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.1./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1, 1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE L Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers ", expiring on 05/21/21. Ishaq [. Chanda, P.E. Product Control Unit Supervisor NOA No 20-0722.16 Expiration Date: August 08, 2023 Approval Date: November 05, 2020 E - 2 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue) 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core ", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifolm Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 611 Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Iavad Ahmad, P.E. G. OTHER 1, This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. New Evidence submitted A. DRAWINGS 1. Drawing No. MD-160FD Rev A (former W13-01 Rev F), titled "Series Sentinel 160 Alum Outswing Door", sheets I thru of 14 of 14, , prepared by manufacture, dated 07/14/20, signed and sealed by Lynn A. Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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 along with marked -up drawings and installation diagram of all CGI Windows and Doors, Inc. and PGT Industries, Inc., representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, per Proposal #19-1155TP, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: CGI Windows and Doors Inc. testspecimens: FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window (unit 1 in proposal) FTL-20-2108.2, CGI CA238 Alum. Outswing Casement Window (unit 2 in proposal) FTL-20-2108.3, CGI SGD560 Aluminum Sliding Glass Door (unit 3 in proposal) FTL-20-2108.4, CGI PW410 Aluminum Fixed Window (unit 4 in proposal) and FTL-20-2108.5, CGI SH360 Aluminum Single Hung Window (unit 5 in proposal)all dated 08/24/20 and signed and sealed by Idalmis Ortega, P.E. � 5t-7 I - �/_4,7nk Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No 20-0722.16 Expiration Date: August 08, 2023 Approval Date; November 05, 2020 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue): PGT Industries, Inc. test specimens: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) all dated 07/13/20 and signed and sealed by Idaimis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2020, Ve Edition, prepared by manufacturer, dated 07/14/20, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04, -09, -12 and-l6. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DE Nemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/23. 2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. (Former E.T. DuPont DE Neinours & Co., Inc. for the "Kuraray Trofosil Ultra clear and color PVB Interlayer (Former Kuraray Butacite ® PVB Interlayer)", expiring on 07/08/24. 3. Notice of Acceptance No. 184301.06 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/1 1/23. F. STATEMENTS I. Statement letter of conformance to FBC 2020 (71h Edition), issued by manufacturer, dated 07/ 14/20, signed and sealed by Lynn Miller, P. E. 2. Notification of Successor Engineer per the Florida Administrative Code Section 61 G 15-27.001, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 07/20/20, signed and sealed by A. Lynn Miller, P.E. G. OTHER 1, This NOA revises 17-0227.05 expiring 08/08/23 for FBC 2020 updates. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E. I ��,-7 1. C�,Tn., Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No 20-0722.16 Expiration Date: August 08, 2023 Approval Date, November 05, 2020 E-4 6" ANN. GLASS _075" Satlex CP W.Lh PET Care By 'Eoslman ChemicoT CO.' D90` Saffex Cl—, And Color Glass By 'Eoslman Chemical Co.' MY7RIAYERS .090" Kuramy SenlryGTos k 'Kurnray America. Inc.' .09D" T—ifol PV8 8y 'Kuraray Amefka, Inc.' 3/16- ANN. GLASS SILICONE DOW CORNING 191 rxNV CORNING 983 995 w m 3B __,/DL)WCORNING DD41 CORNING 9 DOW CE-1200 Iw i _ � m I t U SEWES L 160 ALUMINUM OUTSWING. APPROVAL APPLIES TD SINGLE (x) AND OODBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELI ES. SDELRES CAN BE ON ONE OR BOTH SIDES OF DOOR DOORS WITH SIAHOARD THRES"UW APPROVED FLRI INSTALLATIONS WHERE WATER tNFLTRATKIN RCA5FANCE IS REOlAtM DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER NMIM11ON RESISTANCE 114S PROOIICT HAS REEK DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (GTH WTION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WKZ). 1BY OR 29Y WOOD BUCKS A BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIm PRODUCT LOADS TO THE BUILDING MUCTURE. ANCHORS SHALL BE CORRO0ON RE9S ANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER YANUrS INSTRUCTIONS- SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS 10 BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE, HATER NS TAIMUOING BLIT NOT LIMDED TO STEEL/UUAL SCREWS, THAT COME NM CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TITS 2017/2a2o Fumm RLOC. COOS h ADOPTED STANDARDS, THIS PRODUCT APPROVAL S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, L . LIEF SAFETY OF THIS PROOUCT. ADEQUACY OF STRUCTURE RECE WNG THIS PROOUGi AND SEALING AROUND OPENING FOR WATER INFILTRAIMN RESISTANCE ETC. CONDITIONS NOT SHOWN N THIS DRAWING ARE TO 19E ANALY7M SEPAPATCLY. AND TO BE REVIEWED BY BUILDING OFEXUL 2 STTNNG BLOCK. EPDLA E DUROMETER - 8015 �5 2 PER CITE AT 1/4 POINTS ON PIFS WIDER THAN 36' 3/16" HEAT STREN'D GLASS .075" Snfl— CP W101 PET Care By 'Eastman Chemical Co.' .090 SO},— C{co, And Color Goss By 'Eastman Chemical Co.' .U90' Kuraray SentryClas By 'hurray Arnvico. Inc,' .090" Traslfoi PV8 8y 'T(uraray America, Inc.' 6- NEAT STREN'D CLASS SILICONE DOW CORNING 791 DOW CORNING 983 DOW CORNING 995 " CORNING 899 GE-1200 I I SETTING ROCV.. EPOLO ' DURDMErEeot5R - 2 PER L17E AT t/5 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'B' 7/16" OVERALL LAIR. GLASS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WPM LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGM, WINO ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (x) AND DOUBLE (xx) DOOR CAPACITIES SEF SHEET 3 STEP 3 FOR SIQELITE PANEL (0) CAPACITY SEE SHEET 4. FOR SIOELRE COMBINATION WITH DOOR - IFP - SEE MULLM CAPACITY CHART ON SHLEE 5. STEP THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 STALL APPLY TO MIRE SYSTEM. DOORS/SIDELTTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as c wHh the Florida pNllding HOA-Mo. 20-0722.16 Fa plrntion p4ta 023 By 151 71 Miami -Dade Produet Ceiiiral A) UPDATED TO FEC 20211. o AK-081l7f10 o +a O i W n v�r 'III F4 ri c� Q ❑ c� o 1 gW S d1!9 z EliQ O 0 m f7 FhMLL co F :3z ❑ ZHZ NO 59705 i C� ORIOT' i /, NAL rr_lv 1, A Lvw Aftmm PE P"mm 6" TEMPERED GLASS �3/0" AIR SPACE r 3/ 16- ANNEALED GLASS 090" lnterlayer Saflet Cieor And Color GICSs By 'Eastman Chenned Co.' G" TEMP£R£D GLASS V3/6' AIR SPACE r3/16" ANNEALED GLASS -075" Interlayer Salle. CP With PEt Care By 'Eastman Chemical Co- 3116" HEAT STAEN'D GLASS 3/16" HEAT STREN'O GLASS SILICONE DOW 791 DOW 9B3 DOW 995 DOW B99 z k' mXL Z EDGE SPACER m _ - GE- z XL EDGE SPACER �ST. STEEL BY -CARDINAL' 5T, STEEL BY 'CARDINAL' OR nOR raj 12 (__GI'D DURASEAL BY 'QUANEX• n DURASEAL BY-QUANEX' OR OR SUPER SPACER BY QUANEX' I I SUPER SPACER BY 'OUANEX' OR i OR KODISPACE 4SG TPS BY 'KDWMERUNG'KOOrSPACE SSG TPS BY 'KOAIIAERLINC' SETTING BLOCK, EPOY � SETTING BLOCK, EPDY DUROMETER = 80f5 DURONETER = 8015 2PER LITE AT 1/4 POIN15 ON LITES 2 PER LITE AY 1/4 POINTS ON LITES -SNIDER THAN 36' -____ WIDER THAN 36' 7' OvERALL IliSUL LAILGlA4 GLASS ME 'C2' 1' OVERALL INSUL, DIY. GLASS 3/%6" TEMPERLT! GLASS t�3/8' AFR SPACE 5 —3/16' ANNEALED GLASS .090" Kuraruy SentryGlas RS�i By 'Kurwoy AmerKa, Inc. A9o" Tros41n1 PJB By )(—My Amer:Ca. Inc. HEAT STREN'D GLASS 5(__'-E- DOW DOW XL EDGE SPACER ST, STEEL BY 'CARDINAL' iZ38 OR OURASEAL BY 'OUANEX' OR IrSUPER SPACER BY 'QUANEX' I1KODISPAGE OR 4SG TPS BY-KOMWERUNG- SETTING BLACK, EPOY BL DETTING BO2 PER LITE AT 1/4 PCINIS ON LITES -�---` WIDER TITAN 36' crass _TYPE 'C3' 1' OYEltal INSUL. LAY. GLASS PRODUCT REVISED ae canPMrr9 wAM the Flauida Building Co" NOA-No. 2"722.16 Expfrstlon Qoti0612312023 By w- 4-- MraneL-0ede Product C"trnl A)ADDED 13MM INC, AK - 08117120 i Q a _CI ;n O LL UUq o° 0 ck au° ra h pLp] o Z 3' ON e t rr U) p I»us i3 Wa� z_ �e �33 0 " _ U -SsaO �Ila sayay `tijlllllnrrr r i ANY LYNN _ * : No.58705 s E Z�r CY k/ iJ�s'-.ry ORLOP...'G�=: "''t lit O, A LYNN M.L.192, P.E. PE/ 587t6 TYPICAJ ELWnON ( x ) 81 1j2' ":HORS A', 'R' 'C' DOORFRAME WIDTH DR 1LE ENDS 5' MAX --y SEE CHART FOR QUANTITY HFAO/SILL}' HINGES CORNERS I A I ll SEE NOTE BELOW I I I I I I l� f U ao 5 3 F'OiLOCK SEE SHEET 19 gW q � J O •�t' ACTIVE NAC JRS AT STILE ENDS a n a B I„ 4l4 28 1/4' 28 D.L OPG. D.L OPG- 4 ANCHORS SURFACE APPLIED TYPICAL E TYPE 'B' FALSE MUIMNS ( xx ) AT SOLE ENDS MAY BE USED sf NaE SXl OR DOUBLE- (XX) DOORS L.UA D CA PA CTTY - t PSF (LASS TYPLS'A'.'Ir.'C 1'.'C2' &'C3' FXA1vIF. W'IQTH{X} WIOTH [XX) HFJ(Cf' LEAF 1F'IDT'11 1'HRI HOLDTYP- LOCKSL--T'ti INSUL - . %CRS STD_ AUA SCII 4C BI}]W CXL KUD QLi.4N 37-IH° 96` s" 60.0 70.n a6.0 BnA 8U.0 80.0 R49 SQfl 42" 81-[Ir 96" }9-$f4" IHF.l1 76.0 90u 80.0 1 700 1 70.0 80,0 NOTE: VERIFY COMPLIANCE WITH EGRESS UM1TATiONS WHERE REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 NOTE - FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. WW ANCHORS AT STILE ENDS QUANTrrT CRART ANCHOR TYPE SHIM 'A' .1. C. 4 4 4 3/8. 6 6 6 1/2' 7 7 - HINGES A SEENOTE BELOW I I c rjy x n i n a J P m J;PTamf'��r�T�li LOCK SETS: SCH = SCHLAGE liIbGFS: CC = COPPER CREEK $LDW = BALDWIN +" % 4-1/2' BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END (MASS INSULATORS- INTERMEDIATE HINGES EQUALLY SPACED C%L - CARDINAL XL (3) HINGES PER LEAD UP TO 35- LEAD WIDTHS (STD. THRESHOLD ONLY) KOD = KODISPACE (4) HINGES PER LEAF ABOVE 35" LEAD WIDTHS (STD. THRESHOLD) QUAN = QUANEX DURASEAL QUANEX SUPERSPACER (4) HINGES PER LEAD ALL WIDTHS (SADDLE THRESHOLD) PRODUCT REVISED as c with the Fl-tda 6agding e NOA-Ne. 20.0722.16 DOOR D.LO. DIMS. D.LO. HEIGHT - FRAME HEIGHT - 12.875' '''NeA ua1e08f23M023 D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75 I3y O.LO. WIDTH (XX DOORS) R (FRAME WIDTH - 25)/2 Mi.ml-Dsdo Preduet Gantry A) NO CHANGES THIS SHEET. AK - 013117120 J N N O LL � � N Q °1°Q i � a� a a O O Ly ��o U Q F a, —'a C',O oN aro a IZ11' Q ap}{ �z� U O a N O 0 z � r 0 c w p ]Z Fes- rowC U 0 ul H cc w z O o o m z 6 = M Q (D J Ld 2r°.ic g o5g.. W Z LU p LL ® _ (n LU m u.nv V.LYi'frd .rr{ ;� hJo_ 587U5 - -0 r''rrrrra rt``�� A LYNN MILLER, P E. P E 0 567DS 43 6• km. AFAD/SlU CORNERS 166 1/-)" MAY. FOR QUANTITY FAD ANCHORS E & UUI.I.iON ENDS &NTIT'Y CHART ANCHOR 7PP& W 4 4 4 8 8 B 7 7 - SUR AP LIEU ti H J MAY A) NO CHANGES THIS SHEET, AK - OB117120 / E FASTENERS SEE SHEET 10 i \ p.� ' ' A5 ANCHORS SHOWN OTIONS 37 1 /1l" TYPICAL ELEVATtON ( O ) .1DL13T1;. IAA➢ CAPACITY-PSF ' NDA fNFS N 1 FRAMI: U-ASS TYPES LNA5I TYPE L1Jl>5"TYPE wIDT1[ I kFi(ari' I tT. > ENF.T-1 aT, + T 1 0P7'l- E7tT. + INF.-) 30" 33" 36' 37-I1ir 3'r q2• �" 80.0 80.0 80.0 go.0 80.0 80.0 KO 80.0 E0.0 80.0 80.0 solo solo solo 80.0 80.0 80.0 we 80.0 solo solo goo KILO solo 10.0 80.0 8D.0 BO.0 solo solo 80.0 80.0 80.0 80.0 80.0 80.0 30• 33" 36• 374r8' 39, 42• 90' ft0.0 80.0 80.0 90.0 SILO solo no Sao 80.0 80.0 80.0 solo 80.0 solo 80.0 solo 80.0 SILO solo 80.0 Rao no W.O 80.0 mo 80.0 BOA Solo 80.0 8D.0 _ _ 70.0 70.0 30.0 solo Ar 33" 3N^ 37•I18" .v 42' 96" $0.0 s0.0 wo 80.0 80-0 8D.0 80.0 80.0 80.0 80.4 80.0 M. 80.0 solo 80.0 80.0 80.0 80.0 8p.p 80lo 80.0 80A so-O 80.0 7t1.11 101o 800 80.0 70.0 70.0 80.0 8D.0 rJ1J_n.n,<.R"aa-ewws ..' d;1LeL1M1(lmffJtUlk AT STIK1-'D MULLION 1 OXXO GLASS INSULATOR LIMITATIONS FOR SIDQ-M WIDER THAN 37-1/8" ONLY PRODUCT REVISED 9O• do 06• HEIGHTS FOR CLASS TYPES 'C2' & 'C3' as c-flying with the F1olida Building Code QUANEX DLIRkSEAL & SUPERSPACER NOT ALLOWED No4-No. 20-0722.16 FOR GLASS TYPE 'C3• CARDINAL XL (LIMIT MAX. LOADS TO 370.0 PSF) EaPlratlon o+teOW2312023 By Mlansl-Dnda Ptodllct Conho SIDEUTE D.LO, DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH m SIDELTTE WIDTH - 6" STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDE_UTE WIDTH - 4.875 S10ELITE TO DOOR ONLY NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA - 1003 50. FT. rc o Q .y J N 0 Z N O ! C� W O ��1 � ZmS Q ❑ wL) V6 Ow a aG av 940 W tv cc 0 w >Y S O 0 CL 7 m UIL Z d d wC 1 rn M 0 iwVS EO Z ro a � O 0 u7 � m $ ep y z EE a O° C DELL$ g� LU l- z W W In U = ill to +p v ^ i1:•Iiil;'r C f Lr;,ir� NO-58705 _ 7 ArE F V VONAL �� .. iil"i. l,,1 A LYNN MILLER P.E. P�M517p1 DOOR DOOR DOOR ODOR FRAME WIDTH SIOELITE WIDTH L.—SIDED FRAME 51111UTE FRAME SIDEUTE FRAME--��..{{ WIDTu I oTH WIDTH 4 D18 I I WIDTH W0114 - R C r S --. (x0) (OX0) (xOX ) (Ox ) SIDEUTE DOOR FRAME I IT ODOR FRAME �_SIDEUTE _' WIDTH W*TH H H U s L-- MULLION I Oxx } �1 c� DOOR STILE ( Oxxo ) O OJ END ANCHORS SEE SHEET 4 xX0 J END AtJCHORS SEE SHEET 1 PRODUCT REVISED as complying with the Fledda -- Budding bade N0/MNo. 2"722.1 B L� WIDTH Espiratlan not-0812312023 SIOEL(TE WIDTH DOOR FRAME WIDTH -. SINGLE (X) 42- MAX. �---- YtiamLOatle Pratlnct Control SEDETRE DOUBLE (XX) 81-1/2- MAX. TO DON NOTE! NOTE., GLASS CAPACITIES ON THIS SHEET ARE FOR ODORS CAPACITY SEE SHEET 3. FOR SIDELRE OAPAc ES SEE SHEET 4. BASED ON ASTM f1300-09 (3 SEC. GUSTS) FOR smtuTE MULLION CAPACITY SEE CHART ABCvE- AND FLORIDA BUILDING COMMISSION LOWER VALVES FROM DOORS, SIOELfTE. DOOR/SIDEI E DECIARATORY STATEMENT DCA05-DEC-2l9 OR DDOR/DOOR MULLIDN CHART WILL APPLY TO ENTIRE SYSTEM. fJES[GN LUA D CAPACTFY • PSF SIOEIJ7E W[D'THLFAF nac�l>=s ODOR JMME wllYl'H rn�cllkx _TTE k1F3Gt{T kNCF[FS S1f3EA..IT£TOCIOOR MULLION (sFlrNoreBFa.ow) Fes- + INT . 7q 30 33 36 3T-I!8 39 r_ 39-3l4 84 80.0 8D.0 BOA B0.0 BD.O 80.0 80.6 SOA 80.0 80.0 80.0 80.0 so.a BD.o 24 3tl 33 � 37-1l8 3q 42 39->r 4 9tl BOA 80.0 50.0 50.0 BOA 80.0 80.tl BR.a 80.tl 86.0 89A 80.9 8D.0 80.0 24 3O 33 36 37dlg 39 42 39.314 9G BD.O ea.tl B0.0 B0.0 sD.o eo.D 763 78.3 77.2 77-2 75.4 T5.4 72.6 726 0 llarailtli� fo a�a6�ka I li� �J ` L H J C �/ J r11�►>_�07a�r�l� A) NO CHANGES THIS SHEET. `o AK-0&17l2O a J 9 � zr a O ry o F =Ioo X {t} r�� mYLL z O a {] N wUUo � F ar W Q a 9nsn woy. 7 a�Z$ p T z O In z i m U O ¢ W a w z i awg U aI n £3g� p Z =4m J ~ 0 U$Y 2 U " -tea ins soTs No Zo SO705 =o G T7z0 w c�S,' •F7r.FIoi•,. ,v ���'�� �/il il:dtllt� A. LYN"MILLER, P.E. P ER SWO EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 4 z m= 9 � 3 4t 0 4 0- tEO V' v tX W � O PRODUCT REVISED as complying with the Ftbrida B.ildiag Coda B Z NOA�ta. 20-0722.116 E.Pirati— Dote04r2312023 6 5 By d Mlaml-Bado Product Control P. POURED $ HARDENED �5 HIGH STRENGTH GROUT n, fc - 5000 PSI MIN. NOT EY CGI WINDOW TRANSFER SHEAR ¢ OMUST B L.OAOS TO STRUCTURE �t 4 LOAD SEARING 3 S (SOLID SHIMS I to OPTIONAL TO GROUT) H 4 II 3 ' i '� , r• .° :. ' ° EDGE OfS1. TYPICAL ANCHORS SEE ELEVATIONS • ' a• - .. . FOR SPACING ° TYPICAL ANCHORS EDGE GIST. SEE ELEVATIONS FOR SPACING STAND THRESHOLD WATER INFILTRATION RESISTANCE SAftnl F fAnAl THRESHOLD NOT APPROVED FOR WA1EN INflLTRATWN RESISTANCE DQOR DE'FAIIS APPROVED FOR UMIT MA%. DESIGN LOADS TO t70.0 PSF Aj No CHANGES THIS SHEET- AK - OBJ17120 's Z Q ij O ❑ Z O � O r p +wa Y o O r C'1 0 � Z u' y uvd o M' aY a F a D 3tt( W07' 0 IL Z. ❑ v C7 � u O 5 z F f.eVS or F O U3 zu U O Z era Pro �Ka y � E ¢$ Q IL }s 333 0 �oo � m - 7 CO U�z_ prop �r� •��� NY LY1d �, �s ���.-" �,-IGE•: sue•-✓(����Y ' NO `s9?65 =:D tyUTE OT R'fs�alvAL LNG �rf/l If 11111\ A LYNN MILLER. RE P.E 0 587f , BUCK tBY WOOD BBUCK2BY WORD DGE DrST. _ J SEE NOTE SHEEP 1 W �D STRUCTURE METAL CONCRRf •.. a SEE NOTE SHEET 1 STRUCTURE EDGE EDGE DIST. W ` P TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING U 4] � I � w rt 444rc111 el i mS � m ON h 0 1YPKAANCHOR SEVOS ETNS TYPICAL ANCHORS FOR SPACING SEE ELEVATIONS FOR SPACING nTICAL ANCHORS'. SEE ELEV. FOR SPACING TYPE 'A'- 1/4' DIA LTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) 1/4" DIA. ULTRACON+ BY 'DEWALT(F-164 KSI. Fy-1413 KSI), t/4' MAX. SHIM SPACE [4" DLA_ KWIK CON II+ BY 'HILT[' (Fa=184 KSI. Fy=157 Xg) MIN. LENGTH = 2-3L INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/JAMBS/SILL) THRV 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE '8'- ' (Fu-177 KSI, Fy-155 KSI) 1/4" DIA, ULTRACON+ BY 'DEWALT' (Fw184 KSI, Fy=148 KSI), 1/4- MAX. SHIM SPACE ' (fu-184 KSI, fy=157 KSI) MIN. LENGTH = 2- DIRECTLY INTO CONC. DR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) PRODUCT REVISED 1-1/4' M)N, EMBED INTO CONC. OR BLOCKS (JAMBS) as eo nplySng with the Flon'do Building Cade N*A,No. 2"T22.76 Expiration Oa1e0812312023 ey .. Miaml�Dada ucl Cartrel DOOR DETAII . MIAMi-DARE COUNTY APPROVED CUPPED MULLION SEE SEPARATE NOA t__......_.............. ......J � TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPE 'C'- (GRADE 5 ORS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN. STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE D15TANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN, WOOD AT HEAD, JAMBS OR SILL SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-BO HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. NOTES: ANCHORS MAY BE HEX OR FLAT HEAD. 1/4- ULTRACON+ ANCHORS BY 'DEWALT' ARE LIMITED TO A MAXIMUM 1/4' SHIM SPACE. ALL OTHER ANCHORS MAY USE 1/4% 3/8- OR 1/2" SHIM SPACE. WOOD BUCKS AND METAL STRUCTURE NOT BY CGi WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. A) ADDED IRTRACON+a KVAK o CON II+ANCHORS, AK-08f1720 * No. 58705 O r•'si���fVA�77E������`� A RYMIwrw P P" UP05 o 3/5- IAAX. t/ 2 2 I,2" MAX. SHIM J SHIM Q� I QQ�I 1BY woad euCK SEE NOTE SHEEF S I � TYPICAL MCHORS SEE EL FV. TYPICAL ANCHORS =•a. " FOR SPACING SEE ELEV. FOR SPACING q 4 � 3 A) NO CHANGES THIS SWEET. O AK - W17M W W l•) 3 q 3 ] ] 7 ] O.L. CPG. ] • Iq q w PRODUCT REVISED ' as complying With the Florida llund" Code 4 EXTERIOR Ho".. 20-0722.16 METAL ENPIMUM PatOO812312023 STRUCTURE LEAF WIDTH By_ —".de Produtl�ena 7 �p ODOR FRAME WIDTHgi =K ❑ 4 ❑ LL o a> F i7 >�, ru TYPICAL Af4CHORS w x ul Cj O ',a c a w r w0.' �+ ` FOR SPACING 2 2 2 1/2" MA% w o W- O ©OR 1 1 2 2 I OR 1� i LOAD BEARING SHi4e 4. N Z LL COHCREW—:k OR 0 IwOSONRY ' wUDD lil1GK r�F S . . 3 rq SEE S 1 1'0y °� o ❑ O F O to Z ¢ C Z J qa- q; q q E3�t CCK� Q z max¢! N 0 S$ ES w pp t0 U w q 3 3 ]4 7 13 7, D.L OPG. 3_ t; 7 a' ve q RT 7 I} D.L. OPG. TYPICAL ANCHORS •' r!Y FOR SPACING �?.J�'i-I f 1 LEAF WIDTH EXTERIOR LFAF YliDYFf = _� T'r : Na Sff705 DOOR FRAME WIDTH -r �Q. 711Y 1 FLF v- AL /�7llIf75151'.1�` A LYNN PALER. P_E P.EN 59705 e 2 2 MATING JAMB fASTENERS FOR Dws TYPICAL ANCHORS 1 2 2 2 �I K, 5 JAMB SPACING as DIORLOCA"JA - SEE ELEVATIONS �! ON SHEETS 3 A 4 ON SHEET FOR SPACING .--EDGE loat.7 .. - .5,- E CONERfTC - MICREYe. - 3 U . Z F my ! O 12 PRODUCT REVISED 7 4 14 4 as camp ]ag with tha Fl,.,da B.Ildiag ode D.L. OPG- 3 NOA-No. 20-0727-16 HxpimHt Datc R2_} 9 1si,.,; -.,.,_ LEAF WIDTH Mom: -Dada Pradaet Cerdnvl DOOR FRAME WIDTH SIDEUTE WIDTH 42" kW. SINGLE (X) 81-1/2- MAX. DOUBLE (XX) 25 1/2' *AX- H o MATING JAMB FASTENERS z �i $HSIa! a -' --"' 4 S 2 +5 SU a. 0 CONCRETE - IS 3 DOORnJAMB SPACING ON SHEETS 3 & 4 w d OR MASONRY kl 2a O •- 4 ii �'• 3 4 EXTERIOR O-L OPG. i r. LEAF 'NTH - SIDEUTE WIDTH DOOR FRAME WIDTH —o— l7 _ G\ 73 81-1/2- UM. .DOUBLE (XX) fJQW.SEE \� FRAME WIDTH TYPICAL ANCHORS 4. ONG SEE ELEV. SE ELL APPLY SEALANT —_ FOR SPACING BEFORE MATING _ EDG TYPICAL ANCHORS ELEVATIONS FOR SPACING NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8• SIDELITE DETAILS A) NO CHANGES THIS SHEET. AK - Wt712D a iy 2 � LL J Q SIoU C9 a m r w=w 15 a -Mo R• W U Ll aMwv a ,u O x Z Q d Uri (9 z S LL O a z d [S!1 A•+45 .� C H � f- H cc 8� o co l- a zw e `fin z O p m z o «o= d z F o Z w m -�s•Q sf]:I sq�as No 58705 S _ ,s TONALitio6r A LYNN MILLER, P E- ELL OF NATEZWS IIEN PART ALa UuwvTTY BE30NP- MTOtlAL L /Amway I A689 IS Km ME IFJ9 L mi. NJR 6061.16 IETNW / SAPA 2 AL-1w AS Rm FREE JARI AIJAL ACWT6 K711VIL r SAPA 1 AL-196 AS e m SIDOJTE WA L SILL ALLI. 6063-T6 NEY011 a I SAPA / N_-197 AS wo FREE STNSMUTL JAMB MM6 ALAI 600-76 WIAAmc I SAVA 5 AL-A9B AS REOL IATBR SIIELLITE An ALIRL 666-T6 TIDY r WA 6 AL-PA'i AS mac. PANEL TIP L MITTEN AIM 6063-T6 LC000d / WA 7 K-19A AS LFY PANEL 9itUrAI STILE ALM 6063-76 Armw / SN5A I K_m AS Um SPAR AM AM 6161-76 LL111A1a / UK 9 AL-M AS RM FRAME HERD L SU SCREW COVER ALLK 6163- 5 IR11ABc / WA M AL-I92 AS MM FWK WA t SILL MARTEII SOEV EWER AAIR fines Tm jwffm / SAM B AL-121 AS REM MAIM6 TA 0/I6' LNO MIM 6M3-T5 wfw a I SAPA 12 AL-0 AS REM amm LIM now BL4"m AUK 6063-TS AEYIAALE I SAPA 13 AL-200 AS REM WAR RATE ALML 606746 WOW ! SAPA 14 AL -I" AS REM 0 ASTW-AL ALLIL 6067-T5 WWAR: ! WA IS IL- Ew AS RM FREE 1140 4" sov mm FAIT 6KJ-73 AinM / SAPA is AL310 AS RmL SMRX TAW13W (AM c3Rlwn Milt WO-16 11YIM / WA 17 LMSAPL AS REM TIIEE POW LLI( AM W KTTME PMEL U313 It ALL WFM IL7AL CGL F1ICPIWARY IB AM-mm AS 2ECI FLEL9=T AWmy (AT BIACITYE PAID, 1® TIE ALL WTXW NLIY. STEEL CGI PRt WAW"V 19 0-5M PASS AS IEM LEVER LAHR LOW, Al ACTIVE PANEL L= SET a mI I W SS 110L" 26 Fb-5495 AC Rm MIME WIM AT INACTIVE Ma 21 1M-12a AS R= SAEILLT (TKNU 0. Al ACTIVE POE P2 JN "Tom AS REM LEVER LATCH LM51. AT ALTLVE PANEL LOIX SET WTLR 2 IRASS 5(SEASE 23 A0 TWINS AS RM KW LEVM AT IPCTM PANE 21 L60 AS REM TEMW ItHRINT106. AT ACTIVE PANEL IS IM-34-M AS Rm LEVU LAIM IID4 AT ACTIVE PAR LOIX SET WTEN 3 WASS, STEEL Cal" EMCEE 26 R--M-mu AS mm BW LEVER, AT IWZ" PANEL 27 Ho- P2/A AS REIP WAMT (011f(R.M AT AURE PANEL 26 W-= AS REM LATOT LEM SnW PLATE, SMREII V/M m x 3/4' f W, M SAG SSTEEL - 29 11}g7B AS REIi TFp1MLT STM PLATE, SEI7M W/O ♦m . 214' PW. FLL S1S LSTCFL. - 31 I4-SCifiR AS am LAIN Lml Sma RATE Am wm C 31 It2w AS REM I LATEST LM71 L IEAIIILT STRIPE PLATE TRII NYIL( fad 32 fD S1TMZ XK AS REM IAIMI LOX L ICALILLT PIBPECWt = UK KILT CM M 2 AM M71L aT LMEK ASSMI 1mirEcim Dm YM Hl--= I tFLUS 1ELT njiNK SILT am (" t Embe CAST 4AE) CEi 34 91-0HBL A AEAF 4-VT2' A 4' NW AUMMM MI WM'AIETMIY 34 III -AMA 4 (LEAF 1-fIR'. 1' HINU TR,L3S NAM 3s IM-AIW644 4 ALAF 4-T/E2' , t' HINZ Lsm Mg➢ 37 03/8'-16 RID 2 A.LW GLIB' -A FULLY THWAKI LLD MW MTL➢7 STEEL - 3I w3KY AS 9M IIA3A6 RLA C W13111 173M PVC PRIf017PE 31 VS-VJM AS RM 4I7' x 3W ULTRA S WT FIX VEATI OMW - LLTRAEAB 40 FM-2Pi 2J1-EAF MW TLLT PWWUM4 AT MM FOME WA 6 Sli PVC PYE - 11 HI-V-1019 AS RE49 i " REAm PB027 SEAL OMAE PEIII M MILD - /2 vS-32Mi AS REA1 rOWTHE MM CI3L FOW LTIPRESM SEAL - AESW 43 1m-0.iP Anil 21El" 2 x 2 x VT CLIP AMID E (AEA 110021" M -M ATTAOEW(D AlL0M11 - 44 to. i-v r IXP. TXL PS BMIEL % TREE ASSOMY) L S1FEL - 45 IIE ELEV. 114 . l0r W TEI OW 0 ATTAOMI I E. on - K LAM, 4M P 412-24 . We PW. FN IG IFIEAI FMIMfi S. STEEL 47 - 2/ERTI M , L? RP, TR SRi. MIW.JL AEIMAim L STRL - p VEADI Na , 3I1' PW. PR M (ELT L= / FI. MMLT OAIE AM3 S. SPIR - h P31B"16 MIL xnFAr 021v-A SEA2ATn4LPW NW CDC PI.ATEP StIn - SB _ PJFLRMRM.T IB-]2 , 1? PIP. PN IS 6LUNCLT ASSLRF) SSIER - 9 W-MIR S" I/EAL11 91R SMQP ffpTml(U. Zma V/ 16 9 L? RP. PH 8S XUKIN PI SOEO( TEEN y2 R""M IAsf%ET( IdL IYiB6T.LTmi SLSEV I= am (AT = MALE JNMS MLY) WLW - 53 //MMB w . LL' ML 9Q (9IEAN a= AM.) G Sim - AcTNE OPERATION Or TJEAOBOLT (WITH KEY FRC% THE EKTERIOR OR THUMTITUNN FROM THE iAFTtWOR) ACINAIES THE THNLL-POINT LOCK MECHANISM RLGAROLESS pF LACK SET OPTION INSTALLED• ExTER10R SECTH)m Al' DEAO.1BOLT LOCK SECTION AT LEVER LATCH LOCK I)(1MIR' ccai gNSc: ALL JOINTS AND FRAIAE CONNECTIONS SEALED WrTH GE SCS2000 SILICONE SEALANT PRODUCT REVISED as "—Irnp w4th the Florida Building rodo NOA-No. 20-0722.16 E WratLon o,rt.Q�12312023 9V miamPands Product Cent A) NO CHANGES THIS SHEET AK - 08A77120 rt o Q a: W N 'i g R Q' > g o,ea Y lL -to $ < Y J K W- Uo LU 0 RfA JMG IQ aFWa w W^fie Q �iOO d(9 O Tn z ILL O = f- Iee45 Qa'B 8� O N i O z 6 C Z R O J We E3 xS�s a LU z JF Z ILL ® o d p W to G3 No- 587O5 - =roiCr' _ "III111ill A LYNN MILLER P.E. P Et Sim LOCK (ACTIVE) STILE CD ASTRAGAL N II 1HP-24 P.- oM 6�.031" lUCrN NLON ER 0-295 ko0SPRI040 : 2- 41 S. STE_ NG e.490" ((OD .031" NYLON W ER TOP HEX ROD WITH i A) - 0 CHANGES THIS SHEET °AK O611 rf20 I COUPLING NUT (L-STILE HT,- 49.675*) I -� 2 jl I I W µµy1�,2pN SILENCER BLPCK r` •3.500 S. STEELkA- WHEEL 4 N O slop Y � W C7 r ® oo 0 �e �ULW1d O .oxr bF a ¢ Q .7A10 Y cc O Q i I a�i°i d LL m z o Of rN aII U U O � � § � Z PRODU1C1nTyREMED o +jtl'G �a ld y �odaWM nw PWrW d $ z LU MDA-W �0.0722.iB N a z a"'S 0orMm HEx ROD I Q ExPIMU" onaOB}2312023 3 u7 M w o N W/ COUPLING NUT - — "' °• ,1 (LENGTH-34"} ``I Y� ' Q Mirmi..Dslde Produc4 Coned �sa0 wll ssus5 I.7 Ncr5F,705 �J o a, � rt�l.-i d r,li14�15 UNLOCKED POSITION Lili,k L:I %'O54riON A LYNN MILLER P.E IT 0 SB7p5 ASTRAG� Oip[K (M TM) SDLE uwA Eu P M- ilk LOCKED rOSIV N PRODUCT REVISED mp �rg wlth the FloAda Bugding da Plop-".. 20-0722.16 F_"InstEon 0atsQW2312023_ BY Minor Raduet turbo NorE au9P am AT **c E smr (PART4U. Top m smoK smmm. DOrrcm ENo suLm) A) N4 CHANGES THIS SHEET. n AK-M17M a° Q w r2 � NN N 20R O E1 U. a n o r aoa x U aQ� 6 = 41 awz w 0 �r ire O w O 'JMO dd2 ZO fa a z o C ero �q A 3p W F taa� co y°0 gr O O w R v O Z O O w Z 07- j �3 U gw Z 6 0 w U�2� ZO a �5 3.825 125 750 1.590 .f00 i,—,� DOOR FRAME HEAD/SILL lt_? O FRAME COVER l' SILL COVER .4B5 �+ .075 1.063 o TOP & BOTTOM RAIL 5.500 r.080 1.828 1.440 4.495 HINGE & LOCK STILE G SIDELITE TOP & BOTTOM FRAME t5 SIOELITE JAMB COVER .328 5.a7D1.500 .185 245 �135 .SOS 1.822� .115 1.060 U 1J t4 ASTRAGAL ADAPTER �J SHEAR BLOCK SHEAR BLOCK PLATE 0 DOOR FRAME JAMB SIDELTTE FRAME JAMB Ll SIDEUTE MATING JAMB PRODUCT REVISED as complyi.w with the FWA" BaOd,, g Cnde NUA-Na 20-072278 Eapf-lla. Dataggf2312023 MlamfAada roduct Control .125 .500 4.000 f8 SADDLE THRESHOLD .05D - .4 1.1R4 IP 1f GLASS STOP (LAM. GLASS) 120 995 050 L184 I+ 12 GLASS STOP (INSUL. LAM. GLASS) A) 140 CHANGES THIS SHEET. AK - 08f17f2O a G N as j ti W Z K 2 ❑ Z O neap `a LL 0 � Mn r a O 2�m Fg 7u0 4wWe K wo>r adxw OO 0 ul < z U o r �e = F e+s w or o a 0 o H z d C L7 N� �d O J alas: g K A z lu m $ 7 z lu oLL 0 V � ^ Uf asap aryl sa��a,5 No_�h70g tx 0. LYNN MILLER, P E PE F 58705 Q4 �.{ ASSEMBLY FASTENERS TO BE INWALLE13 Y --- ASSEMBLY FASTENERS TO BE ;NSTALLED PRIOR TO JOINING IAATING JAMBS kkk/// 4 PRIOR TO JOINING MATING JAMBS I 1 3 / A} NO CHANGES THIS SHEET. AK - 06117120 a HOLEHOLECAP ACCESS Ii4LE oPIy », 9 MAn%G JAIAB FASTENERS 5 w Q SILO X U. O SEE 514EET 9 FOR DETAIL 2 F �p a ❑ m W 1p7�,2LL� Luan S[DELITE JAMB CORNER `6 Lµ� O DOOR FRAME TOP & BOTTOM CORNER y }{,7FMA l3 ZLI� & BOTTOM ��,ITF TING JAMB CO$j�IER TOP & BOTTOM a s !W4S TA ry i t�•I f r7..c S s U pd pra p� a PRODUCT REVISED 3 Z ae comgy.nng with the Flodda Muildmg Cade p 1L NOA-no. 2"722AG E.piratioa D•t.go12312023 •, LYNN By MTam adoPtodImt J No. 58745 =, 46 T TEf 4�� ��••, s J�''•,SEONAL LEAF TOP & BOTTOM CORNER SADDLE THRESHOLD CORNER ALYNN PAR I ER PE . - P." 6m