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HomeMy WebLinkAboutProduct Approval (2) " MIAMI-DADE � MIAMI-DADE COUNTY C O P' PRODUCT CONTROL SECTION /,0 q1 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOU •E Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION WED FOR(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) (CODE CPLIACEwww.miamidade.gov/economv CGI WINDOWS and DOORS,INC. ST. LUCIE COUNTY 3780 W. 104" Street r ff Hialeah,FL 33018l� f Z� 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 "Sentinel 150" Aluminum Sliding Glass Door w/wo Reinforcements—L.M.I. APPROVAL DOCUMENT: Drawing No. SGD150LMI-NOA Rev A(former SGD150LMI-NOA Rev O), titled Series"150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by manufacturer, dated 07/21/20, signed and sealed by Lyn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: I. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types, Interlock reinforcing&sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall control for the entire assembly. For Doors w/corners, see limitation note 4, below. 3. Max shim not to exceed ''/z"at Head/jambs& '/z"at Sill(w/High strength poured& hardened grout). The Sill to be installed w/anchor type B-2,directly into cone. 4. Units containing 900& 135'exterior corners must be limited to Max Dp=+/-60 PSF. See sheet 22 for.anchor layout. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises& renews NOA# 19-0603.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4, E-5 and E-6, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. C'handa,P.E. NOA No.20-0729.06 MIAMI•DADE COUNTY ' ( G L�q n Expiration Date: September 22,2025 Approval Date: September 10,2020 _ Page 1 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 8-panel, Alum SGD w/Pockets & 135' and 90' corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file#15- . 0619.06) 2. 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 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of 6-panels Alum SGD w/Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W& -W-1, dated May 22 &23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 3. 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 marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont"Butacite"PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont`Butacite"PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont"Butacite"PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. ` CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, sinned & sealed by Ramesh Patel, P. E. Ishaq 1. Chanda,P.E. Product Control Unit Supervisor NOA No.20-0729.06 Expiration Date: September 22,2025 Approval Date: September 10,2020 L. E- 1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B: TESTS (continue) 4. 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 6) Forced Entry Test, per FBC 2411 3.2.1,-TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD; prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /#12-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5th Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.1.1 issued to Kuraray America, Inc. for their"Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. - 1 . 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America;Inc. for their"Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 511 Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement,part of above referenced test report. 1 s��� f• L��n� ' Ishaq I. Chanda,P.E. Product Control Unit Supervisor NOA No.20-0729.06 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-2 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA# 15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control-Section, signed by Jaime Gascon, P.E. 3. Test.proposal# 14-0198, approved on 02/26/2014, signed by Ishaq 1. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and,revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal#09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. Evidence submitted under previous approval. A. DRAWINGS 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (61h edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA#17-1011.18, expiring 09/22/2020. 3. Evidence submitted under previous approval A. DRAWINGS 1. Drawing No. SGD150LMI-NOA Rev O (former W10-31 Rev O), titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by manufacturer, dated 05/22/19, signed and sealed on 05/23/19 by Lyn Miller, P. E. (Note: This revision consists of Successor Engineer adopting another Engineer work as his own and addition of Dow 983 silicone) Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA'No.20-0729.06 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-3 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. REF-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 marked—up drawings of an aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 19-936, dated 04/15/19, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS (submitted under file# 17-1011.18) 1. None. 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 their"Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 18-0103.01 issued Eastman Chemical Company (MA) (Former Solutia Inc.) for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/.PET core", expiring on 12/11/23. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) (Former Solutia Inc.) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. (former E.I. DuPont De Nemours & Co., Inc.) for their"Trofosil® Ultra Clear, clear & color PVB Glass Interlayer", expiring 07/08/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Test Proposal No. 19-0219 issued by the Product Control Section, dated March 13, 2019, signed by Ishaq Chanda, P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15- 27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated May 22, 2019, signed and sealed by A. Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA# 17-1218.20, expiring 09/22/2020. 1 s�G� 1 • L��n�s Ishaq 1. Chanda,P.E. Product Control Unit Supervisor NOA No.20-0729.06 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-4 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. New Evidence submitted A. DRAWINGS 1. Drawing No. SGD150LMI-NOA Rev A (former SGD150L'MI-NOA Rev O),titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by manufacturer, dated 07/21/20, signed and sealed by Lyn 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 6) Forced Entry Test,per ASTM F588 and TAS 202-94 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. test specimens: 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. PGT Industries, Inc. test specimens: F.TL-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 Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 7th Edition (2020), dated 07/20/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04, -09, -12 and -16. . - 1s�G� 1• L��h�. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0729.06 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-5 I CGI WINDOWS and DOORS,INC. { NOTICE OF-ACCEPTANCE: EVIDENCE SUBMITTED 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. for their . "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for,their"Saflex CP- Saflex and Saflex HP. Composite Glass Interlayers with PET Core", expiring on 12/11/2023. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) (Former Solutia Inc.) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 19-03051.02 issued to Kuraray America, Inc. (former E.I. DuPont De Nemours &.Co., Inc.)for their"Trofosil®Ultra Clear, clear & color PVB Glass Interlayer", expiring 07/08/24 F. STATEMENTS 1. Statement letters of conformance to FBC 2020(7th Edition), dated 07/20/20,prepared, signed & sealed by Lynn Miller, P. E. 2. Statement of Lab compliance as part of the.test report. G. OTHER 1. This NOA revises& renews NOA#19-0603.03, for FBC 2020 update, expiring 09/22/25. 2. RER Test proposals#19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E. " 1 s�G� l• L��na�! Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0729.06 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-6 'SENTINEL" SERIES SGD150A ALUMINUM SLIDING GLASS DOOR THESE,DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE PRODUCT REVISED ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS as complying with the Florida AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE Budding Code MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. NOA-No. 20-0729.06 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Expiration Date:09/22/2025 ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. By:_1 s1-2 I.CG,.,.i MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Miami-Dade Product Control COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE &ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ' FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT,WIND ZONE USING APPLICABLE ASCE 7 STANDARD, STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. - LAMINATED GLASS AND STEP 4 THE LOWEST VALUE RESULIING FROM STEPS 2 AND 3 LAMINATED INSULATING GLASS SHALL APPLY TO ENTIRE SYSTEM. LARGE/SMALL MISSILE IMPACT �l II III(illA TiBe: Drawn By: ImpaclHesistam SENTINEL 150 ALUM SLIDING GLASS DOOR(LMI) AGK ®1Dd 0018 � E I •• !! °n' Oote: CGI DOORS AND WINDOWS,INC. �: :�-�, 3780 W 104TH STREET ,, ND.58705 COVER,INSTRUCTIONS 5122/19 HIALEAH.FL33018P05)1934Ma Revision: Re,By: R.Y.Date: PREPARED BY LYNN MILLE UPDATED TO FBC 2020, ADDED ANCHORS 8 BACK. AGK 7/21/20 1070 TECHNOLOGY DRIVE N.VENICE,FL34275 Off'•. TAT F �(V�` (941)48 16DO .°coRiD�.•' Serin/Model: Smle: Sheet• Dm Il Na. Rev: i S G SGD-150 LMI NTS 1 or 28 8GD150LMI-NOA A REGISTRATION#29296 'r.S Or\I/��,00 A.LYNN MILLER,P.E. P.E.#58705 6. 3• (8) ANCHORS CLUSTER SHOWN . ... . . .... . . .... . .... . . .... . . . 14" 3 TRACK \z MAX. HEAD ANCHORS 'D > 282 13/16" MAX. DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. 48 1/8" ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 NOM.PANEL WIDTH AT 3" O.C. 6' MAX. E CHART ON SHEEP 15 HEAD/SILL FALSE MUNTIN FOR CAPACITY CORNERS MIN. OPTIONAL A C E in PRODUCT REVISED as complying with the Florida .Building Code io REINFORCING AT INTERLOCKS NOA-No. 20-0729.06 OPTIONAL Expiration Date:09/22/2025 II SEE SHEET 13 FOR CAPACITY_ M By:_I c:..•� 1.Gb,".�•. _ — Miami-Dade Product Control 2 1/8 .L Op , 42 1/6" 2 POINT a SINGLE LOCK D.L. OPG. SEE S /. HEET 24 z M 0 �/ �/ FOR DESCRIPTION �/ �/ �/ = I Z //. //. //. //. //. u ' go N IL m Z O II r��— O Y ��I o J Ila II a a a a a o aw I 3 g II II ~�� 11yZ� Q U U m a0J. J y / POCKET J MB Fr SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE 48 8" (SEE SHE 6, fi, 11 $d 6) NCHO SHEEP 23RS ENDS INTO CONC.AT 3"O.C. SEE CHART ON SHEEP PANEL WIDTH 48 1/8" DETAIL M ON POCKET CLUSTER 0 15 FOR CAPACITY PANEL WIDTH ) JAMB ANCHORS (3 TRACK U •.. •. •. ... TYP R INSTALLATION) . JAMB ANCHORS 14" 00 111 6" MAX. 3" 3 TRACK � — B TY ll D F ILL ANCHORS M 8. 8 (1)11F8'fADsTot (2)Y1fEP CWSIEA (z)Yh}P QI151E1t (2)M9FP CLUSTER 2 Yh1P cursor+ 2 1ffFP CLUSiot (i)lt4FP f1ll5TFR Tice: Drom fir• Impact Re81slald ��.•`; SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows&Dom . �,•' 1-ICENSF vmwBSlRaxsala `2: P . Deserip6on: not.: CGI DOORS AND WINDOWS,INC. =Kr N0.58705 TYPICAL ELEVATION 3780 W 1D47H STREET _ 71STE0 UNIT W.EAH,FL 3S01a _ ELEVATION 5/22/19 H(8a8)58sa58D - �;�,�_o Revisloe: - Rev.Sr. Rev. Date: PREPARED BY LYNN MILLER '1070 TECHNOLOGY DRIVE Qp'•. •'•40, D.L. OPENING AGK 7/21/20 N.VENICE,FL 34275 / �`•'•.'40MOP.••' N�, D.L.O HEIGHT = DOOR FRAME HEIGHT - 9 11/16" NO CHANGES THIS SHEEP S' In D.L.O. WIDTH = NOM. PANEL WIDTH - 6" (941)480.1600 �i� PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" Series/Model: scale: Drr q N. �17­ REGISTRATION#29298 /,,,NAL1���� SGD-150 LMI N.T.S. �27"LoF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 �6' 3• (B) ANCHORS .n,P CLUSTER SHOWN 2 TRACK HEAD ANCHORS i 14" M MAX' 190 9 16" MAX. DOOR FRAME WIDTH ANCHORS IN PAIRS HEAD ANCHORS 14" MAX' . AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 156" MAX. AT'3. O.C. 1 13/16" FALSE MUNTIN SEE CHART ON SHEET 15 HFAD/SILL MIN. OPTIONAL Al FOR CAPACITY CORNERS m REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY IIII 2 POINT 42 1/B" 42 1/8" w \ SINGLE LOCK D.L. OPG. D.L. OPG. SEE SHEET 24 ¢ .- ' _ , o IIII��. FOR DESCRIPTION Z I J . %% o aW I 3 II II w z PRODUCT REVISED ¢_ m as complying with the Florida Building Code B 1 a I NOA-No. 20-0729.06 J Expiration Date:09/22/2025 /•7I-!�i N _� r-� By: I ' SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS 1 Miami-Dade Product Control (6) ANCHORS 48 1 8" 2 TRACK = AT STILE ENDS AT 3" O.C. SEE CHART ON 48 1 8" ¢ CLUSTER SHOWN PANEL WIDTH / JAMB ANCHORS in-'0 SHEET 15 FOR CAPACITY PANEL WIDTH POCKET 2 TRACK JAMB ANCHORS SILL ANCHORS 14" 3 MAX. TYP. B� D� D.L OPENING D.LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.LO. WIDTH = NOM. PANEL WIDTH - 6" (TESTED UNIT) g•I 6" B. PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" TYPICA EVATION (Q ww aimrx (n®auslm (2)IW MMM ®CAM(z) N ca'tursrtx REFER TO PAGES 14, 15, 17 8c 18 FOR WEEP SIZE. rue: °oPO By. Impael Rewsw \ �C .•••`•'.! SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows 8 Doom 41,•'' �lcenlsF''•(( t7PI�57igI1CFR" TI sc plan: CGI DOORS AND WINDOWS,INC.Date: No.58705 375Dw1D4THSTnEEr = . •: �: — J ELEVATION 5l22/19 HMUM,FL 33018(305)593.M PREPARED BY LYNN MILLER Revieion: Rev.Hy: Rev.Gate: 1070 TECHNOLOGY DRIVE AT ,.'•.�� NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 ��� '•,F(OR10P.•'' \� senes/IuaaeL• TN e: shoe[•. o—mg No. Rev: (941)4601600 .,SS,/O•.....-•�,J�j\� REGISTRATION#29296 NAL(tt�� SGD-150 LMI .S. 3 of 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 (8)ANCHORS CLUSTER SHOWN (8)ANCHORS 5" 3" CLUSTER SHOWN • ... ttP. .... T-1 .... .... (SEE SHEET 14' EXTERIOR EXTERIOR 3 TRACK MAX HEAD ANCHORS 149 5/16" 146 9/16" 97 3/4• DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS 14' MAX. HEAD ANCHORS FALSE MUNTIN ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS OPTIONAL 48 1/8' AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS 6 MAX. NOM. PANEL WIDTH Ir AT 3-O.C. SEE CHART ON SHEEP 15 HEAD 9 • I FSEE OR CAPACITY CORNERS SHEET 15 1 � FOR CAPACITY SILL 1 13/16' 777 CORNERS MIN. r REINFORCING m AT INTERLOCKS OPTIONAL SEE SHEET 13 M II H H O FOR CAPACITY P ii H N Z c 0 2 POINT ,/.. o DOUBLE LOCKS 1/8 SEE SHEET 2 'c O Y 0 I .L OP co FOR 42 1/8" 42 1/8" w !E DESCRIPTION 2 POINT m �Io 11= x n = D.L. OPG. DOUBLE LOCKS D.L OPG. �. w , \ , , ,. 1• SEE SHEET 24 �• /.� FOR DESCRIPTION o N /,/. o /,/ �I I� m 0 00 La r J z " SILL TYPE B2 ANCHORS 48 1/8' 48 1/8 POCKET SILL TYPE B2 ANCHORS 48 1/8' 48 1/8" :e JAMB ANCHORS 2 OR 4 PAIRS 2, 3 OR 4 PAIRS PANEL WIDTH PANEL WIDTH PANEL WIDTH `�-' AT CORNER STILE ENDS. AT STILE ENDS PAH PANEL WIDTH 3 TRACK SEE CHART ON SHEET 15 AT 3'O.C. JAMB ANCHORS FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY 3' (4) ANCHORS EXTERIOR (6) ANCHORS__--- D(TERIOR 3 TRACK z� B" •ryp, CLUSTER SHOWN CLUSTER SHOWN SILL ANCHORS n (SEE SHEET 22) ,��j i!I liili rife: Impact Regant PRODUCT REVISED ( ) Dawn ®�� �Ot as complying With the Florida SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK Wlndaw&Doors Building Code (TESTED UNIT) ,•' Daecnption: Date: CGI DOORS AND WINDOWS,INC. NOA-No. 20-0729.06 TYPICAL ELEVATION 3780 W 104TH STREET NO.58705 Expiration Date:09122/2025 ELEVATION 5/22119 ISM FL33018 = n HUU 593ass0 -_ BY:_I s z N Lb,"� Revsion: Rev.By.,Rev.Date: P070PTECHNOLOGY DRIVE MILLERARED BY LYNN �� C(7� Miami-Dade Product Control %O S ATE F NO CHANGES THIS SHEET AGK 7/21120 N.VENICE,FL 34276 n F (941)480.1600 i�s <ORIDP,.•'G\Cl\ Sener/Mode. Srnle: Sheet: Drvwlnq No. SGO-150 LMI N.T.S. 4 OF 28 SGD16OLMI-NOA A REGISTRATION#29298 iVRL j 1l" A.LYNN MILLER,P.E. P.E.#58705 DOOR FRAME W. FRAME WIDTH PANEL WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED NON—REINF. INTERLOCKS THIS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 XXX ARE PRESENT. OXX:REVERSE) SHOWN) G H L FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXOX rc 0 o ' © 0 EXTERIOR 0 DOOR FRAME WIDTH FRAME WIDTH NON—REINF. INTERLOCKS ' SEE CHART ON SHEET 13 ' H w L J1 H IF!El rx 0 o L XXXXXX(SHOWN) © 0 EXTERIOR O 90' CORNER DETAIL'0'ON SHEET 22 OH OH OXXXXO J1135' CORNER DETAIL'P'ON SHEET 22 NOM. PANEL WIDTH OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH G H J r t_Wr H H ` �- 0 0 o K XXXXXX(s11owN) © EXTERIOR 0 o I ET 90'CORNER DETAIL'0' ON SHE 22 135' CORNER DETAIL'P' ON SHEET 22 NON—REINF. INTERLOCKS DOOR FRAME WIDTH OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 PANEL WIDTH FRAME WIDTH 01 o g N O O O B XXXXXO(SHOWN) © O EXTERIOR O 90'CORNER DETA L'0'ON SHEET 2 J H OXXXXO 135,CORNER DETAIL'P' ON SHEET 22 APPROVED NON—REINF. INTERLOCKS PRODUCT REVISED OPTIONAL IN LIEU OF J1 SEE CHART ON SHEET 13 1111 I I i i i f,� N f)ONFI IRgTIONC as complying with the Florida `��' Gj,' L7 ON—POCKET hnnR4 (NON—REINFORCED SHOWN) Building Code Till. Drown By: bnpad HBSIS�TII "/V � SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS NOA-No. 20-0729.06 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK � Doors ���'��.•'�I��NS;;�N�(( Expiration Date:09/22/2025 R',•' •' THREE (3) TRACKS Dve^p'en: Dute: CGI DOORS AND WINDOWS.INC. 1� By:_Ise..--2I. 3780 W 104TH STREET _ NO.58705 NOTE: Miami-Dade Product Control CONFIGURATIONS 5/22/19 11 593.6590 Revlalon: PREPARED BY LYNN MILLER 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Rev.By: Rev.Dote: 1070 TECHNOLOGY DRIVE ;p TE r 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. AGK 7/21/20 �\ NO CHANGES THIS SHEET N.VENICE,FL34275 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. S'S (941)480.1600 \ C� '•.�ORIDP.•`•'` Seriee/Model; Scale: Draxin9 No. Rar 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. REGISTRATION#29298 , 1tNAL111 �' SGD-150 LMI N.T.S. 5 OF 28 SGD15OLMI-NOA A A.LYNN MILLER,P.E. P.E.#5B705 DOOR FRAME WIDTH TH THIS APPROVAL QUALIFIES S DOORS WITH APPROVED DOOR FRAME W. PANEL WID NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS r11 SEE CHART ON sHEE7 73 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 7r�g;�I T H ARE PRESENT. L FOR DOORS USING 90' & 135' CORNER STILES It3 H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF tola - 0 o M o PXXX(SHOWN) Q OH RIOR QH XXXP DOOR FRAME WIDTH DOOR FRAME WIDTH PANEL WIDTH NON-REINF. INTERLOCKS r- 1 SEE CT RT ON SHEET 13 g-1 JI_ J H yH Ci I ti IL 0 LM M J J PXXXXXXP(SHOWN) O O EXTERIOR O 90• CORNER DETAL'0'ON SO 22 O O O 135'CORNER DETAIL'P' ON SHEET 22 DOOR FRAME WIDTH OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEEP 13 H 10 la o M K o I L PXXXXXX(SHOWN) O O EXTERIOR O O O PANEL WIDTH O O XXXXXXP 9W CORNER DETAIL'0'ON SHEET 22 POCKET CAVITY NOT BY CGI 135'CORNER DETAIL'P'ON SHEET 22 NOT PART OF THIS NOA OPTIONAL IN LIEU OF J DOOR FRAME WIDTH DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 H J HFT EL l ° ° �a o M N o O OH 090' CORNER D L'0' ON SHEET 2 J HO HO ON _j PXXXXXO(SHOWN) EXTERIOR 135'CORNER DETAIL'P' ON SHEET 22 PANEL WIDTH PRODUCT REVISED OPTIONAL IN LIEU OF J APPROVED 'CONFIGURATIONS OXXXXXP as complying with the Florida MI., Drown By: \�• t� i Building cone mpeDt HaS1111eRt �?,......•.•., qq �'� POCKETED DOORS (NON-REINFORCED SHOWN) SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®INMdD►rs&Daols r•'' L1Genrs,•'�(( NOA-No. 20-0729.Or3 WM 917IG G01- :gyp SEE SHEET 13 FOR Op AND REINFORCING OPTIONS Expiration Date:09122/2025 Deecnp#on: D t. CGI DOORS AND WINDOWS,INC. _7C NO.58705 NOTE: 3780 W 104TH STREET THREE 3) TRACKS BY:—I z I «^-ti �159%FSL93D3oIS _ Q L CONFIGURATIONS 5122l19 POCKETS ARE NOT PART OF THIS APPROVAL Miami-Dade Product Control Revision: Rev.By: Rev.Date: PREPARED BY LYNN MILLER �� 2 Q AND TO BE REVIEWED BY AHJ. 1 CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070TECHNOLOGYDRIVE .(�'•, /iE F �' NO CHANGES THIS SHEET AGK 7121/20 N.VENICE.FL34275 i�n'•.�:=RID?...•'��: 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. (941I4eo-lsoo % S "' " 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. se /unde snare: sneer Dowing No. Rev: REGISTRATION#29296 ,OAT iC ; 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 6 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 DOORS FRAME W MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 K1 w ARE PRESENT. H FOR DOORS USING 90' & 135' CORNER STILES S LIMIT MAX. DESIGN LOADS TO ±60.0 PSF o G 0 0 K1 HO EXTERIOR c1 XO(SHOWN) ' ��u I; OX DDOR MAX. FRAME WIDTH ' REINF. INTERLOCKS SEE CHART ON SHEET 13 K1 H o: o L1 c K1 EXTERIOR O L1 XX #8 X 3/4- SMS DOOR FRAME WIDTH AT 24' O.C. MAX. FRAME WIDTH 1 N H w J1 K 0 Ll -1 G, o Q J7 1 pH EXTERIO Gl OXO(SHOWN) 9(r CORNER DETAIL'O'ON SHEET 22 OXO(REVERSE) OPTIONAL IN LIEU OF J7 135' CORNER DETAIL'P'ON SHEET 22 ' DOOR FRAME WIDTH MAX. FRAME WIDTH ' REINF. INTERLOCKS ` SEE CHART ON,SHEET 13 PRODUCT REVISED w as complying with the Florida GT J7 NOA iNng o Code 20-0729.06 o Expiration Date:09/22/2025 G7 O EXTERIOR J7 O G7 Miami-Dade Product Control OXXO 90' CORNER DETAIL'0' ON SHEET 22 XXXX(SIMILAR) 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF JI PPROVED CONFIGURATIONS NON—POCKETED DOORS (NON-REINFORCED SHOWN) Title: Dig""By. OI'mpactRedstam! ����� NY LYA! SEE SHEET 13 FORD AND REINFORCING OPTIONS SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK vAndan&Doors �� �`��•••" •N�YIj '; P —dpion: CGI DOORS WINDOWS.INC. a�''•. 1.1i.CTJs�''•. 0°ta: 37110 W 1D{TH STREET '.TWO (2) TRACKS HIAI>:Ax FLa1o,e :� No.58705 - CONFIGURATIONS 5/22/19 005)593-M - NOTE: PREPARED BY LYNN MILLER 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Rer.Jay Rev.Dete: 1070 TECHNOLOGY DRIVE �a ) NO CHANGES THIS SHEET N.VENICE,FL 34275 C7 STA fE . 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. AGK 7/21/20 T'•. (941)480-1600 �C�s �,(OHID?..•'G���` 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Se le/u°dec seem sroeer. D—iny No. Rev: 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150LMI N.T.S. 7 of 28 SGD150LMI-NOA A REGISTRATION#29298 S��NAILI�"P. �\\ A.LYNN MILLER,P.E. P.E.#58705 DOOR POCKET CAVITY NOT BY CGI - FRAME [NOT PART OF THIS NOA DOOR FRAME WIDTH WIDTH DOOR FRAME WIDTH DOOR FRAME W. � NON-REINF. INTERLOCKS (� SEE CHART ON SHEET 13 IUD m IOD U Iy W O ik Ia. U U KKK 3- jr ¢ la o I a M K1 S M L1 L O EXTERIOR K7 L O EXTERIOR O L7 PX(SHOWN) PXX(SHOWN) XP XXP DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Jt FOR DOORS USING 90' & 135' CORNER STILES x I Y Y I LIMIT MAX. DESIGN LOADS TO ±60.0 PSF I0 U U a a a $ I M M II NOTE: L J M EXTERIOR J1 M 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. PXXP 90' CORNER DETAIL'0' ON SHEET 22 135' CORNER DETAIL'P'ON SHEET 22 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. . OPTIONAL IN LIEU OF J7 DOOR FRAME WIDTH 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH NON-REINF. INTERLOCKS r —7 SEE CHART OW SHEET 13 `7 f: H H Om 0 DI IO of 0 Ia aI a a 0. M M L O EXTERIOR Q O 0 Q PRODUCT REVISED as complying with the Florida PXXXXP 90' CORNER DETAIL'O'ON SHEET 22 Building Code 135'CORNER DETAIL'P' ON SHEET 22 NOA-No. 20-0729.06 OPTIONAL IN LIEU OF J1 Expiration Date:09/22/2025 DOOR FRAME WIDTH DOOR FRAME WIDTH NON-REINF. INTERLOCKS By:—I s—z 1.G6„->• , r SEE CHART ON SHEET 13 Miami-Dade Product Control ' FS I H H am o I oTF POCKETS ARE NOT PART OF THIS APPROVAL a AND TO BE RENEWED BY AHJ. g M K L 0 (2) EXTERIOR O HO ©1 PXXXX(SHOWN) 99'CORNER DETAIL'0' ON SHEET 22 135' CORNER DETAIL'P'ON SHEET 22 PXXXO OPTIONAL IN LIEU OF Jt XXXXP Om-Ebn Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®IWdndows&Doors �`�0..(,...... OXXXP ..... i APPROVED CONFIGURATIONS UTR ciSntg - �� Description: Dta a CGI DOORS AND WINDOWS,INC. `2'•'• '•(C� POCKETED DOORS (NON-REINFORCED SHOWN) 3MW10{THSTREE'r •.� SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS HMLEAH,FL33oia r'Jo.5N7D5 TYPO TRACKS CONFIGURATIONS 5/22/19 (305)593.6690 - h Revision: Rev.By: Rev.Date: PREPARED BY LYNN MILLER- 1070 TECHNOLOGY DRIVE I Z� NO CHANGES THIS SHEET AGK 7121/20 N.VENICE,FL34275 fin'•, s ATE OF (941)480-1600 !.(�`s'•.j°i ORiDi�.•-'�J� Series/ModN: Srnta: Sheet: omwing No. Rev: REGISTRATION#29296 ���>V�Q SGID LMI N.T.S. 8 OF 28 SGD15OLMI-NOA A A.LY�JN MILL <i El.l IP.E.#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 99 AND 135' CORNERS DOOR FRAME WIDTH FRAME WIDTH WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 NOM. PANEL WIDTH NON-REINF. INTERLOCKS ARE PRESENT. Ja SEE CHART ON S1 I ET 13 FOR DOORS USING 90' & 135' CORNER STILES H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF G H H tL -0 0 0 0 0 XXXX(SHOWN) OXXX XXXO XXXX(REVERSE) © Q EXTERIOR Q Q DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON EET 13 = H H J1 0 S XXXXXXXX(SHOWN) OXXXXXXO 1 DR Q 0 EXTERIOR Q J7 OOM. PANEL WIDTHO O O SIT CORNER DETAIL'O' ON SHEET 22 135' CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF Ji PRODUCT REVISED NOTE: as complying with the Florida APPROVED CONEIGUR&TIONc 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Building Code NON—PQQKET-D DOOR C (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, NOA-No. 20-0729.06 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Expiration Date:09/22/2025 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (4) TRACKS By:_1----2 1.Zs•.,-,. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER F6C. Miami-Dade Product Control 111111l/i/ Impact R&SIS nt `��` •OW(LYNN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®�of 3 Dom T�•' UCOI�SF �1�� Deacriprion: Data CGI DOORS AND3780 WW 1oM STREET INDOWS�INC, 'w:� No.58705 � CONFIGURATIONS 5/22/19 HIALEAH,FL 33016 (905)593 590 _ PREPARED BY LYNN MILLERrr Rev.By. Rev.Bin: x; AGK 7/21/20 1070 TECHNOLOGY DRNE -Q F NO CHANGES THIS SHEET N.VENICE,FL 34275 T (941)480-1600 %�s•'•.<ORIDT`.. SGD�OLMI N.T.S. 9 of 28 OSGD150LMI-NOA Ar REGISTRATION#29296 /ONALIG�G A.LYNN MILLER,P.E. P.E.tf 58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF I i FRAME WIDTH DOOR FRAME WIDTH NOW PANEL WIDTH NON-REINF. INTERLOCKS - `SEE CHART OV SHEET 13 = H J H CH o G G 0 XXXXXXXX(SHOWN) OXXXXXXO © OHO OHO OH EXTERIOR OH G2 90-CORNER DETAIL'0'ON SHEET 22 -" 135- CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NOM. PANEL WIDTH Cl- H o G L3 0 XXXXXXXO(SHOWN) OXXXXXXO © OO OO OH EXTERIOR 9O- CORNER DETAIL'0'ON SHEET 22 135'CORNER DETAIL'P'ON SHEET 22 PRODUCT REVISED OPTIONAL IN LIEU OF'J as complying with the Florida NOTE: Building Code NOA-No. 20-0729.06 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Expiration Date;09/22/2025 APPROVED CONFIGURATIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. NON—POCKETED DOORS (NON-REINFORCED SHOWN) By:_Ise--z 1­G4.-.t SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Miami-Dade Product Control FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Title: Dm-By: Oimpact RUIS18Rt ' SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK �`C�,.• IC[Tt��,l;`j;. DescriPtlon: Date: CGI DOORS AND WINDOWS,ING 37BOW'ILOLMNTHSTREFT _ i:'O.SSi05 CONFIGURATIONS 5/22/19 1M) �90 1e Revision: Re,By: Re, Date: PREPARED BY LYNN MILLER= �^7 1070 TECHNOLOGY DRIVE T I O •:. NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 Ct '•. t r ` Series/Model: Scale: Sheet: Drawing No, Rev: REGISTRATION#29296 SGD-150 LMI N.T.S. 10 0 28 SGD150LMI-NOA A A.LYNN MILLEff,P. P.E.#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES DOOR FRAME WIDTH LIMIT MAX. DESIGN LOADS TO ±60.0 PSF DOOR FRAME WIDTH NOM PANEL WIDTH .NON-REINF. INTERLOCKS r SEE CHART ON S ET 13 I H � .0 ¢ la C1 H la o M H L7E PXXXX XXXXP (SHOWN) O Q EXTERIOR Q Q Q ` FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 Li lam' la a L7' I T[13 �: tu I oLM M JI � PXXXXXXXXP.(SHOWN) O OH OH Q Q OH EXTERIORO OH OM 90' CORNER DETAIL'0' ON SHEET 22 135'CORNER DETAIL'P.ON SHEET 22 OPTIONAL IN LIEU OF J PRODUCT REVISED APPROVED ONEI.I 1RATIO S as complying with the Florida POCKETED DOOR C (NON-REINFORCED SHOWN) Building Code NOTE: NOA-No. 20-0729.06 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Expiration Date:09/22/2025 FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. By:_11 -2 1.-4., POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS.SEE SHEETS 15 THRU 23. Miami-Dade Product Control AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. . r111trr . rift Drown Sy: Impact Resisted Ll SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK O Windows 3 Doors .` ���•y �i•y' wEwtmlaflml- t��.•' �ICEr���:. /i, sc p an. Sate: .DOORS ANDWINDOWS,DIC. te: 3780 W 1041H STREET HIALEAH.FL330/8 No.SS705 EXTRUSIONS,BOM 5/22119 (305)58&4590 _ �( Revision: Rev-By: Rev.Dote: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE wZ.I,Z,O O;._ NO CHANGES THIS SHEET AGK 7121/20 N.VENICE.FL 34275 �� '. T.rC 7�i` (941)4BO-1600 s CF:Dr Segeadeh Scold: Sheet: Growing No- JRev: REGISTRATION#29296 S��I�J,^' SGD-150 LMI N.T.S. 11 OF 28 SGD160LMI-NOA A10 :l r r~L111' A.LYNN MILLER,b.�. P.E.#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 139 CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 99 & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO f60.0 PSF FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 ~s I L H J H T �V Y� Iam M $ H la G XXXXXXXXP PXXXXXXXX (sHowN) ® EXTERIOR OXXXXXXXP POCKET CAVITY NOT BY CGI 90'CORNER DETAIL'0' ON SHEET 22 NOT PART OF THIS NOA 135' CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 r DOOR FRAME WIDTH I wI� H H J H H IYp am H H o I M L3 Q L PXXXXXXXO(SHOWN) O 0 EXTERIOR 0 O 90'CORNER DETAIL'0'ON SHEET 22 APPROVED CONFIGURATIONS 135' CORNER DETAIL'P' ON SHEET 22 POCKETED DOORS (NON-REINFORCED SHOWN) OPTIONAL IN LJEU OF J PRODUCT REVISED NOTE: as complying with the Florida SEE SHEET 13 FOR DP AND REINFORCING OPTIONS I..CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. g Bulldin Code FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. NOA-No. 20-0729.06 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Expiration Date:99/2212025 POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 4- DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. By:—15"7 1.«"- Miami-Dade Product Control ,,L11111II ii rDe: Dr Sy: IiDTG Impn01 HesistDO LYAIN�/ Wlndorc&D �� / SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.L) AGK � � �' �10Erls�''• WPfL SaWNBEA" C —1pion: Dote: CGI DOORS AND WINDOWS.INC. P- 3780W104THSTREET _ No 58705 ; 5l22l19 HVURAH,FI=18 CONFIGURATIONS (WS)5wlaw = = Rer::ion: Rev.Sy, Ray.Dato: PREPARED BY LYNN 7 I D _ 1070TECHNOLOGY DRIVE Q S.FJE F NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE.FL 34275 (941)480-1600 %�cCs'••:'t O;ao1`..'G��� -- S-iee/Madet: Scale: Sheet: Drmring No. Rav: REGISTRATION#29298 ,'�iiS70Nr1L SGD-150 LMI N.T.S. 12 O 28 SGD15OLMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 DESIGN LOAD CAPACITY-PSF(GLASS) .GLASS CAPACITY CHARTS , GLASS TYPES GLASS TYPES 'A' k'At' 'B' A: 'BI' NOLL DOOR NUMBER OF D•:T'E87ACKS D4TERLOCKS PANEL WDTH FRAME HW49 PANELS W/O RE1NF. ALTB REINF. INCHES INCHES aLnwm EXT.(+) INT.(-) EXT.(+) INT.(-) 24-1/8 10 60.0 60.0 80.0 so.0 ' 30-1/8 10 60.0 60.0 130.0 80.0 36-1/8 10 60.0 60.0,. 80.0 80.0 42-1/e 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH ' 48-1/8 10 60.0 60.0 00.0 80.0 54-1/8 9 53.3 53.3 71.1 71.1 24-1/8 10 6D.0 60.0 80.0 80.0 30-1/8 70 60.0 60.0 80.0 90.0 NOM. PANEL WIDTH 36-1/8 84 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 48-1/8 10 60.0 60.0 80.0 80.0 54-1/8 9 53.3 53.3 71.1 71.1 HE 24-1/8 10 60,0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 60.0 NOM. PANEL WIDTH ' 36-1/8 90 10 60.0 60.0 60.0 80.0 42-1/8 10 60.0 50.0 80.0 60.0 48-1/8 9 60.0 60.0 80.0 00.0 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 B0.0 80.0 EB EB.1 36-1 8 96 10 60.0 BOA 80.0 80.0 ' 42-1/8 10 60.0 60.2 '80.0 80.0 48-1/e 9 60.0 sD.O Bo.o M.D NOM. PANEL WIDTH GLASS TYPES m 'A','B','AS','BI' APPLICABLE FBC EGRESS , II TR REC&R REV EW ED BY TO BE I . 1IT'B RE1NP• REVIEWED BY AHJ. v1 EXT.(+) INT.(-) 24-1/ 10 - - 60.0 60.0 PRODUCT REVISED 30-1/8 10 - - 60.0 60.0 as complying with the Florida 1 Building Code 42-1/6 10' 60.0 600.0 36-1/8 1Dz 10 - - 60.0 6.D SILL RISER ITEMS E8 OR EB.1 ARE REQUIRED FOR LOADS ZOA-No. 20-0729.06 - --1/8 10 . .0 ABOVE +60.0 PSF ONLY. Expiration Date:99/22/2025 54 - - 54 544 0� -7/8 9 - - 54.4 54. W/O REMP. WITH RED4F. By:_I sr•-7 1. 24-1/8 10 - - 60.0 60.0 Miami-Dade Product Control 30-1/8 10 - - 60.0 60.0 36-1/8 19e 10 - - 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE 42-1/8 10 - - 60.0 60.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) se-1/5 10 - - 54.4 54.4 AND FLORIDA BUILDING COMMISSION 24-1/8 1053-1/8 9 - - 60.0 60.0 DECLARATORY STATEMENT DCA05-DEC-219 30-1/8 �10 - - 6D.0 60.0 36-1/8 114 - - 60.0 60.0 42-1/8 - - 60.0 60.0 48-1/e 9 - - 6D.0 so.o nue: Drawn By: Impact Raskillat �at������' • ';l"SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ®�smits A Dore 30-1/8 10 - - 60.0 60.0 36-1/8 720 10 - - 60.0 60.0 DescripUan: 37 000R9ID4TM�� ,BiC. Date: HIAIEAH,FL 33018 42-1/8 to - - � 60.0 60.0 GLASS CAPACITY CHARTS 5122/19 60.0 60.0 Rev7slOn: Rev.By: Rev.Gate: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE ATE F NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 (941)480-1600 Series/M.d0.' Smle: Sheet: 0towin9 No. Rer. '•i,/GNAI- REGISTRATION#29298 �ri7jl Il:l'1` SGD-150 LMI N.T.S. 13 OF 28 SGD15OLMI-NOA p A.LYNN MILLER,P.E. P.E.#58705 3/16'ANN. GLASS 3/16'ANN. GLASS 3/16" HEAT STREWD GLASS 3/16" HEAT STREWD GLASS 075" Interlayer 075" Interlayer Saflex CP With PET Core Saflex CP With PET Core 075"Interlayer. 075' Interlayer By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Saflex CP With PET Core Saflex CP With PET Core OR OR By'Eastman Chemical Co.' By'Eastman.Chemical Co.' 090" Interlayer 090" Interlayer OR OR Saflex Clear And Color Glass Saflex Clear And Color Glass 090' Interlayer 090'Interlayer By'Eastman Chemical Co.' By 'Eastman Chemical Co.' Saflex Clear And Color Glass Saflex Clear And Color Glass OR OR By'Eastman Chemical Co.' By'Eastman Chemical Co: .090" Interlayer 090' Interlayer OR OR SentryGlas 3/8-AIR SPACE SentryGlas 090"Interlayer 3/8"AIR SPACE 090"Interlayer By SentryGlas SentryGlas 'Kuray America, Inc.' OR 'Kuraray America, Inc.' By'Kuraray America, Inc: By'Kuraray America, Inc.' .090' Interlayer 3/16"TEMP. GLASS 090' Interlayer OR OR Trosifol PVB Trosifol PV13 090' Interlayer 3/16'TEMP. GLASS 090" Interlayer By 'Kuraray America. Inc.' By 'Kuraray America, Inc.' Trosifol PVB Trosifol PVB By Kuraray America, Inc.' By Kuraray America, Inc.' 3/16" HEAT STREWD GLASS 3/16" HEAT STREWD GLASS 3/16'HEAT STREWD GLASS 3/16" HEAT STREN'D GLASS SILICONE SILICONE GE SCS 1200 a: GE SCS 1200 d SILJCONE a: SILICONE GE SCS 1200 w GE SCS 1200 m DOW CORNING 791, m DOW CORNING 791, t i 899, 983 & 995 z 899, 983 & 995 m DOW CORNING 5 m DOW CORNING 5 � m � in ? � 899, 983 & 995 � � 899, 983 & 995 ;r M1 a M1 XL EDGE SPACER '� M1 S M1 XL EDGE SPACER ST. STEEL BY 'CARDINAL' ca ST. STEEL BY'CARDINAL' OR ,n SETTING BLOCKS n OR DURASEAL BY'QUANEX' AT 1/4 POINTS ON UTES DURASEAL BY'QUANEX' 14 SETTING BLOCKS (.Y, OR WIDER THAN 36" .OR O SUPER SPACER BY'QUANEX' Q'i EFDL', 04 SUPER SPACER BY'QUANEW AT 1/4 POINTS ON LTTFS O N H O DUROMETER BStS O Wi WIDER THAN 36' W 1 SETTING BLOCKS X 1 III ,yq�-�III Gi 1 SETTING BLOCKS [� DUROMETER 85±5 F AT 1/4 POINTS ALL SIZES W L.NLJ W AT 1/4 POINTS ALL SIZES SC 7{ EPDM ��!! �'� EPDM W W DUROMETER 85±5 PS W DUROMETER 85t5 GLASS TYPE 'A GLASS TYPE 'A1' W GLASS TYPE 'B' GLASS TYPE 'B1' 7/16"OVERALL LAM. GLASS 1"OVERALL INSUL LAM. GLASS ' 7/16'OVERALL LAM. GLASS 1' OVERALL INSUL LAM. GLASS PRODUCT REVISED GLAZING OPTIONS BuildinglCodeW`th the Florida NOA—No. 20-0729.06 Expiration Date:09/22/2025 Miami-Dade Product Control rtre: OmMn By. OI➢IIoeC NeslsteM `.SOS SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK W1ndows&DDors Ll�=+s, '•.!` Description: Date: CGI DOORSAM WINDOWS,NC. No.58705 •. 378D w 104TH STREET GLAZING DETAILS 5/22119 (30HIALEAI15934asao m0 v Revision: Rev.By: Rev.Date: PREPARED BY LYNN MILLER;' 7 Zl b Cr -- 1070 TECHNOLOGY DRIVE O\''. L1TE v: ADDED BACKBEDDINGS AGK 7/21120 N.VENICE,FL 34275 C� (sat)460.1600 i,SS' series/Mader: ware: sneer. Dmrmg No. Rev: /ANAL SGD-150 LMI N.T.S. 14 OF 28 SGD150LMI-NOA A REGISTRATION#29296 "011 l l i 1111� A LYNN MILLER,P.E. P.E.#68706 DESIGN LOAD CAPACITY- PSF ANCHORS TYPICAL ANCHORS. SEE ELEV. FOR SPACING TYPICAL ANCHORS IN (ANCHORS) TYPICAL ANCHORS IN ANCHORS ANCHORS TYPE 'A'- 1/4" ULTRACON BY ' Len'(Fu=177 KSI.FY-155 KSI) CLUSTERS AT MTG. STILE CLUSTERS AT MTG. STILE (TYPE A,B&C) (TYPE Bz) & INTERLOCK ENDS, SEE 29Y WOOD OR & INTERLOCK ENDS, SEE AT HEAD THRU 1BY BUCKS OR DIRECTLY INTO CONCRETE CHART FOR QUANTITIES STRUCTURE CHART FOR QUANTITIES SnLF/IMERLOLOCKTENDS slnF%IwERLDCKTENO6 JAMBS 1-1/4" MIN. EMBED INTO CONCRETE EDGE DIST. EDGE DIST. 1BYSEE WOOD BUCKS SEE NOTE SHEET 1 NM. DOOR 4 e e 4 8 a THRU 1BY BUCKS OR DIRECTLY INTO MASONRY 3 5/8" PANEL WIDTH FRAME HEIGHT EXT.(+)EM.(+)EXT.(+) EXr.(+) EXr.(+) EXT.(+) 3 KS('...•j . .3..5/�"...•' 1c wclny irn,(_) INT.(-)INT.-) TNT.- INT.- INT.(-) 1-1/4" MIN. EMBED MASONRY (® JAMBS)24-1/e 80.0 CONCRETE•• a - - 50.0 - - INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 30-1/8 eo.o - - EEO - - 1-1/2" MIN. PENETRATION INTO WOOD 36-1/8 80.0 - - 76.2 80.0 - 42-1/S 82 72.4 SD.O - 68.7 80.0 TYPE 'A'- 1/4" KWIK-CON II+ BY 'HIITI'(Fu-138 KSI,Fy-137 KSI) 48-1/8 66.8 80.0 - 63.4 80.0 - AT HEAD, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES sa-t/e sz.e 71.1 - 59.5 71.1 71.1 SIM & 1-3/8" MIN. PENETRATION INTO WOOD t1Fff7U7wj g - z 24-1/8 ao.o - - 80.0 - - JAMBS C� 30-1/8 80.0 - - 80.0 - - ANCHOR TYPE A gm= gg 3s-1/e 75.s eo.o - 71s eo.o - TYPE 'B'- 1/4" ULTRACON BY ' LCO'(Fu-177 KSI.Fy=155 KSI) INTO 2BY WOOD BUCKS c oN ANCHOR TYPE A mN 84 a THRU 1BY WOOD BUCKS 42-1/8 67.8 80.0 - 64.3 .80.0 - AT HEAD THRU 1BY BUCKS OR DIRECTLY INTO CONCRETE OR WOOD STRUCTURES o o INTO 3 KSI CONCRETE 48-1/8 62.3 80.0 - 59.1 80.0 80.0 JAT�S 2" MIN. EMBED INTO CONCRETE (® HEAD) 24-1/B 54-1/ .4 7L7 7 .3 7- 7- 1-1/4" MIN, EMBED INTO CONCRETE OR MASONRY (® JAMBS) 8 800.0 - 8 800.0 30-1/8 79.7 80.0 75.6 80:0 1/4" ULTRACON+ BY 'OEWALT' (Fu-164 KSI,Fy=148 KSI) TYPICAL ANCHORS IN 36-1/6 90 69.2 80,0 - 65.6 80.0 - THRU 1BY BUCKS OR DIRECTLY INTO CONCRETE CLUSTERS AT MTG. STILE & INTERLOCK ENDS, SEE _ METAL STRUCTURES 42-1/s st.9 aD.o - SB.7 eo.0 BD.o 1-3/4" MIN. EMBED INTO CONCRETE CHART FOR QUANTITIES TYPICAL ANCHORS IN SEE SPEC BELOW 48-1/8 56.7 eo.o 80.D 53.7 80.0 80.0 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY (® JAMBS) CLUSTERS AT MTG. STILE 24-1/6 80.0 - - 80.0 - - & INTERLOCK ENDS, SEE 30-1/B 73.8 80.0 - 69.9 80,0 - TYPE 'C'- 1/4" DIA, F DRILLING SCR (GRADE 5 cRs) EDGE'dl•:' " °3,5/8" '.3 KSI CHART FOR QUANTITIES 36-1/8 96 63.9 60.0 - 60.6 80.0 - r CONCRETE 4z-1/s s7.o eo.D eo.o sa.o eo.D eo.o AT HEAD INTO MIAMI-DADE COUNTY APPROVED MULLIONS EDGE 3 5/B" OR pR T. 48-1/8 61.9 77.9 80.0 BOX 73.9 e- INTO METAL STRUCTURES HEAD SILL JAMBS Th 24-1/e so.0 - - so.0 _ _ JAMBS ( / / ) . 3 THREADS MIN. PENETRATION BEYOND SUBSTRATE 30-1/8 60.0 - - 60.0 - - � ) 36-1/8 59.3 BO.O 60.0 56.2 50.0 6D.077 ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) z i 42-1/8 102 52.7 60.0 60.0 50.0 60.0 6D.0 STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) W gg� 48-1/8 47.9 60.0 60.0 45.5 6o.0 60.0 ¢ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR TYPE B m= faN to ANCHOR TYPE C 54-1/8. _ 44.3 54.4 5'44- 42.0 54.4 54.4 DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES 24-1/8 60.0 - - 60.0 - - TYPE 'B"L'- 1/4" DIA ULTRACON BY 'ELGO' (Fu-177 M.Fy�155 KSI) o 0 30-1/e 60.0 - - eo.o - - w AT 1/4" DIA. ULTRACON+ BY 'DtIVALT'(Fu-t64 Ksl,Fy=1a8 K51) -' OR APPROVED MULLIONS = POURED & HARDENED, NON-METALIC, 36-1/8 108• 55.3 60.0 60.0 625 60.0 60.0 DIRECTLY INTO CONCRETE NON-SHRINKAGE HIGH-STRENGTH GROUT; 42-1/13 49.1 60.0 60.0 46.6 60.0 60.0 1-3/4" MIN. EMBED INTO CONCRETE f'c = 5000 PSI MIN. SILL RISERS 48-1/8 44.5 60.0 60.0 42.2 60.0 60.0 rn z SEE SHEETS 14, 15. 17 & 54-1/B 41.6 54.E 1 54.4 39.4 54.4 54.4 0 1/4" KWIK-CON II+ BY 'HTLTI'(F.-I38 KSI,Fy=137 KSI) NOT BY CGI; MUST TRANSFER SHEAR x gg 18 FOR OPTIONAL SILL DETAILS 24-1/8 60.0 - - 60.0 - - 3 -INTO 2BY WOOD BUCKS OR WOOD STRUCTURES LOADS TO STRUCTURE m= AND SHEET 13 FOR CAPACITY 30-1/8 60.0 - - s7.z so.o so.o w 1-3/8" MIN. PENETRATION INTO WOOD t Qy 36-1/B 114 51.9 GOOD 60.0 49.2 60.0 60.0 42-1/e 45.9 60.0 eo.o 43.8 60.0 so.D m DEWALT ULTRACON+ AND HILTI KWIK-CON II+ J 48-1/8 41.5 60.0 60.0 39.4 59.1 60.0 " TYPICAL ANCHORS 24-1/B 60.0 - - so.o - _ F ANCHORS LIMITED TO A MAX. SHIM SPACE OF 1/4". IN CLUSTERS AT MTG. STILE 30-'1/8 56.9 60.0 60.0 54.0 60.0 60.0 S ••, " 3 5/8" ' o i' & INTERLOCK ENDS 36-t/B 120 48.8 60.0 80.0 48.3 60.0 fio.D ANCHOR EDGE DISTANCES �' •.x " 1 n. SEE CHART 42-1/8 43.1 60.0 60.0 4M9 GO.o so.a N •• •, FOR QUANTITIES 48-1/8 38.9 58.E 60.0 36.9. 55.E so.o INTO CONCRETE OR MASONRY= 2-1/2" MIN. INTO WOOD STRUCTURE 1"MIN. EDGE DIST. NOTE: INTO METAL STRUCTURE= 3/4" MIN. ANCHOR TYPE B2 ANCHOR TYPE A ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN WOOD AT HEAD OR JAMBS SG = 0.55 MIN. DIRECTLY INTO 3 KSI CONCRETE INTO 2BY WOOD BUCKS CONJUNCTION WITH GLASS CHARTS ON SHEET 13 LOWER CONCRETE AT HEAD, SILL OR JAMBS V. - 3000 PSI MIN. OR WOOD STRUC1TWRI-SII IIII APPLICABLE VALUES CONTROL 3 TRACK SYSTEM SHOWN ALSO C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. DU.:. D.-By: Impact Hui :• 0 APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE PRODUCT REVISED `r / as complyin with the Florid SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Winders 6 BDDr8 �1GGNSt '•.�( FOLLOWING SHEETS FOR DETAILS. Building GadO WEIVESTRON�'" B[DC •:�� , - LIMIT LOADS TO 6D.0 PSF FOR DOORS W/O REINFORCING ALL SIZES NOA-No. $0-0729.0 oe criPBon: Date: CGI DOORS AND WINDOWS INC No.58705 INC..ar8GWID47HSTREEr -. - LIMIT EXT.(+) LOADS TO 80.D PSF FOR DOORS W/REINF. UPTO 96 IN. FIT. Expiration Date:09/22/202 ANCHOR LOAD CHART/ANCHOR DETAILS 5/22/19 HIALEAH,FL30018 *_ LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/REINF.ABOVE 95 IN, HT. UPTO 120 IN. HIGH. (305)%16590 a, _ By:_I s� 2 I Z,;".. Revision: Rev. PREPARED BY LYNN MILLER �l�Q (Q` By: Rev.Doto: 1070 TECHNOLOGY DRIVE •. 'C""' ADDED ANCHORS AND RE-FORMATTED SHEET N.VENICE,FL 34275 SATE F ((, WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO AGK 7/21Y20 ` 'n F (941 480-1600 •'•.(OR... •' \�� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH ) i S TRANSFER THEM TO THE BUILDING STRUCTURE STD. FRAME HEAD AND SILL SerfwlModel: Scale: sheet DrowIn9 No. Rev-. �'�S/OVAL aN REGISTRATION#29296 ",/ ttt SGD-150 LMI N.T.S. 15 OF 28 S DD15OLMI-NOA A I.7 7 A.LYNN MILLER,P.E. P.E.#58705 SEE SHEET 15 FOR ANCHORS 9 EDGE DIST. 3 5/8^ EDGE EDGE3 5/8' DIST EDGE DI ST 3 5/B' DIST— N ; WEEP SIZE 1 9 REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. 1 4A OPTIONAL SLANT SILL ADAPTORS. O 1 M11 O 1 O 1 ® ® PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0729.06 Expiration Date:99/22/2025 By;_I sw7 I.Cb.�_t. DECORATIVE Miami-Dade Product Control SILL COVER [k� OPTIONAL �x O W W w 5E 14 1 W R WF 0 W oa o I II II II I II ' SILL RISFR 'I POURED k HARDENED 'I'I 1 ABOVE F+0 0 PSDS HIGH STRENGTH GROUT NON—SHRINK, NON—METALLIC SILL RISER f'a 5000 PSI MIN. EB REOD. FOR LOADS NOT BY CGI WINDOWS ® ABOVE +60 PSF MUST TRANSFER SHEAR 1 L7 LOADS TO STRUCTURE W E11 ��_ 4 A .. .a.: ' ... ..•. • .. 3 �F� •.v ` s. m `' 'n. 3 KSI CONC. `' ••.x e. 3•KSI CONC. EDGE DIST.••! '3 5/.�y w EOGE'DIST.•-• .a3 SI.g? EDGE'DIST.v! '3 5/1i," SEE SHEET 15 FOR ANCHORS `111illlr/t;, nee: Drown BY, Impact Resistant ` aQ�w I-./1.... 4/1.; SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.j AGK Wlr.lars&DOOfC CGI DOORS MID WINDOWS,INC. THREE (3) TRACK DOOR DETAILS °G5C"Peen: Date: H,�3,o,8r — N0.58705 3-TRACK DOOR DETAILS 5/22/19 pp5)5gg66p0 _ Revision: PREPARED BY LYNN MILLER ti �7 eZ I j-O Rev.1� Rev. Date: 1070 TECHNOLOGY DRIVE O '.• 'TAT'OF '•.t ` NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 ''.,F'(p l0`,•'' �� (941)480-1600 Serieslu.deh Scale: �Slh6� et•. Drawing NRav: IONALREGISTRATION#29296 '�!I1SGD-150 LMI N.T.S. OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 TYPICAL ANCHORS SEE ELEV PANEL WIDTH . FOR SPACING 1/2" MAX. LOAD BEARING G E6 D.LO. O E AS REOD.S , O O SHIM SEEE C CHART ON ' M15A 1 SHEEP 13 FOR CAPACITY , ES 1 1 Z UZ O U O f QO OQ QO OO PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0729.06 Expiration Date:09/22/2025 1 1 1 QO QO O O O O O M14A M16A Miami-Dade Product Control w o E27 w/1. , D.LO. 1 D.L. OF-G. EXTERIOR NOM. PANEL WIDTH 1 PANEL WIDTH LOCK STILE INTERLOCK INTERLOCK AS�L (REINFORCED) DOOR FRAME WIDTH (REINFORCED) #10 X 1-1/4"SS PH SMS WOOD BUCK1X6 OR S O 3 PER PANELUP AT 18" FROM EACH END M2 1/4" MAX. O M2 PAN #8 X 3%4D SS AT FH SMS LOAD BEARING PANEL WIDTH SHIM METAL 1/2" MAX � 1 PER CLIP STRUCTURE LOAD BEARING 1/2" MAX. ' SHIM D.L.O. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. o FOR SPACING TYPICAL ANCHORS ��- SEE ELEV. •.,TYPICAL ANCHORS FOR SPACING SEE ELEV. ,r FOR SPACING .� n � a 0 w o DOOR FRAME WIDTH FIXED PANEL EXT. T ll�: O van By: Impact Resistant t. w SENTINEL 150 ALUM SLIDING GLASS DOOR L M.I. AGK ®Windows 6 Doors ���•'' ��ii '; EXTERIOR w o a on: o,r, cal 000RB nArT W1Hoays,INC DOOR FRAME WIDTH 3TBOwiDFTHSTRFET =-k tJo.58705 3-TRACK DOOR DETAILS 5122/19 IBALPAH,FL33018 = DOOR FRAME WIDTH t"W59:.6590 =-y 2X6 OR LARGER WOOD BUCK Revision: Rev.By: Rev.Dato: PREPARED BY LYNN MILLER OR - 1070 TECHNOLOGY DRIVE %Q S i k T F -'(� WOOD STRUCTURE NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 i'�^•., F ((� (941)480-1600 :OS •..CURIL�i^.,.•'.•��• THREE (3) TRACK DOOR DETAIIS seiee/Meeer: soere: sne.t. 0exng No. Rev. REGISTRATION#29296 'S;�NAL �� SGD-150 LMI N.T.S. 17 of 28 SGD150LMI-NOA A A LYNN MILLER,P.E. P.E.#58705 c SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS z t 3 4' z 1 3 a' WEEP SIZE 1/4- X 1/8" 1 ;qoo,5y5 EDGE DIST. b EDGE DIST. mN <;• ',ya 3 KSI CONC. �N a;• '„Q. 3 XSI CONc. REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS J � O E3 OPTIONAL SLANT SILL ADAPTORS M11 10 1 A l 2 E26 C 1 ® DECORATIVE SILL COVER OPTIONAL 1 x O O O � w w a pj w p'i a 11 11 i d DC � DS o z o ° W Op o W a PRODUCT REVISED POURED & HARDENED as complying with the Florida HIGH STRENGTH GROUT SILL RISER Building Code NON-SHRINK. NON-MET C SREOD ILL ISER FOR LOADS E8.1 OPTIONAL FOR LOADS EB NOA-No. 20-0729.06 50 PSI MIN. ROVE +60 PSF NOT BY CGI GI WINDOWS � ABOV +60 PSF Expiration Date:O9/22I202$ M3 MUST TRANSFER SHEAR LOADS TO STRUCTURE BY: B 1 1 D 1 W' 4 Miami-Dade Product Control E7Z Wix JN.':.'.':: :'.'. ..: E3 KSI CONC. •• 3'KSI CONC. EDGE DI"' •.1.3/4• W EDGE DIST. •.1,3/4' SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS `t1tltlll�i;/r TWO 2 TRACK DOOR DETAILS tNawn By., 1`,I,...,v �--� Tom: impact Resistant .�,0 .. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows&Doors CGI DOORS AND WINDOWS,INC. No.seta;sc p on: Data: -lc! 3700W 1D4TH STREET - '.•-t 5/22/19 HIALEAH,FL33018 2-TRACK DOOR DETAILS (305)593Z 0 = p Revision: Rev.By: Ray.Date: PREPARED BY LYNN MILLER ��•'. �'� T : �1070 TECHNOLOGY DRIVE 1•, •. NO CHANGES THIS SHEET AGK 7/21120 N.VENICE,FL 34275 % DR10i.. (941)480-1600 �'�ss'/p/V •>✓�\10�\\ Senaa/Model: Scale: Sheet Drawing No. Rew REGISTRATION#29296 /���!/I AL'a' SGD150A N.T.S. 18 OF 28 SGD15OLMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 TYPICAL ANCHORS SEE ELEV. FOR SPACING _ 1/2"MAX. PANEL WIDTH LOAD BEARING #10 X 1-1/4'SS PH SMS 1 PANEL WIDTH SHI G 1 1 PER CLIP OH D.L.O. J 1 X 3/4'SS FH SMS 1 �' M2 1 PER CLIP 7 E5 D.L.O. ¢ Z OU (y0 M UO3 o •" O O Op O O w w Fy PRODUCT REVISED EG 8 as complying with the Florida D.L.D. INTERLOC Building Code (REINFORCED) FIXED PANEL K NOA-No. 20-0729.06 NOM. PANEL WIDTH EXTERIOR Expiration Date:09/22/2025 By,_1 c—'2 I.Z-4,. DOOR FRAME WIDTH Miami-Dade Product Control /1BYOOD BUCKS I-.+ SEE NOTE SHEET 1 L1 z U #10 X 1-1/4-SS PH SMS 1/4"MAX. 1/2- MAX. 00 1 PER CLIP LOAD RING � SHIM METAL LOADSH TYPICAL ANCHORS STRUCTURE 1/2"MAX MRING SEE ELEV. #8 X 3/4' SS FH SMS E LOAD BEARING K 1 'FOR SPACING 1 PER CLIP SHIM PANEL WIDTH — TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L.O. TYPICAL ANC RS --- SEE EL FOR SPACI G •• n ' o � • w t '•� EXT. I w E) EXTERIOR DOOR FRAME WIDTH _ DOOR FRAME WIDTH or^ O w Q7 FIXED PANEL EXT. TWO (2) TRACK DOOR DETAILS 1i II III fIl RDa: Darn By. Impact ReSIStant `� 0.......i. DOOR FRAME WIDTH SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®V atnaRA Doors 2BY WOOD BUCK �-, OR Oncnptlon: Data: CGI DOORS AND y/D100rtS.INC. � No.58705 WOOD STRUCTURE 3780IN 104TH STREET SEE NOTE SHEET 1 2-TRACK DOOR DETAILS 5/22119 MAL 1a D RaKslon: Re,BY, Rev.'Data: PREPARED BY LYNN MILLER 'SJ•'. 7 l,�(, ��` NO CHANGES THIS SHEET 1070 TECHNOLOGY DRIVE �O^•, SPATE OF (U AGK 7/21/20 N.VENICE,FL34275 (941)480-1600 •'•F,tGRIDP,.•'G\'�� Senm/Modd: Srofa: SAeat Orcring No. Rar. REGISTRATION ii29298 , Un/�+(- SGD-150 LMI N.T.S. 19 of 28 SGD150LMI-NOA q f l I I l I + A LYNN MILLER,P.E. P.E.*58705 SEE SHEET 15 FOR ANCHORS Z EDGE DIST. 3 5/8" EDGE . EDGE DIST. 3 5/8" EDGE DIST. 3 5/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. 0 Wil J 14 WEEP SIZE 1/4" X 1/8" O 1 M11 O 1 O I E7 OPTIONAL SLANT SI�ADAPTORS (1f' DECORATIVE O SILL COVER a OPTIONAL _ W w o a •I II•II•I I . 0 SILL RISER POURED & HARDENED E8.1 REOD. FOR LOADS ABOVE +60 PSF HIGH STRENGTH GROUT NON-SHRINK, NON-METALLIC SILL RISER f'c= 5000 PSI MIN. EB READ. FOR LOADS NOT BY CGI WINDOWS ® ABOVE +60 PSF &LOAD NSFER SHEAR 1 STRUCTURE (71-) PRODUCT REVISED as complying with the Florida DOA ing Code::::::::: ::::.::::.. :::::. - o. 20-0729.06 .. ...... ...................... ........ ::'':_'':':''' :::::: Expiration Date:09/22/2025 ......... ...... ..................... •' VS ' 3 KSI CONC. ' .y e. 3 KSI CONC, yEDGE DIST. '3 5� EDGE 01ST. 3 5/.,8. EDGE 015T. '3 5/8" Miami-Dade Product Control CHORS - FOUR 4 TEACK DOOR DETAILSDOOR DETAILS nNe' Dm n By: ImpactNDalateM SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®WIndows&UDD(E _ �'• wel�tmlali:Ea^ . Descnphon: Date: CGI DOORS AND WINDOWS.MG 3780W104TH STREET •, �` 4-TRACK DOOR DETAILS 5/22/19 Ham•FL3a°1s leas)rs345e0 Revision: Rev.By. Rev.,Oats: PREPARED BY LYNN MILLER �'�••. � , 1070 TECHNOLOGY DRIVE NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 'r�,, '• :fi!p1% 941 480.1600 t5'I SeAas/Model: Scale: Sheep Drawing No. Rer. ( REGISTRATION#29296 SGD-150 LMI N.T.S. 20 OF 28 SGD15OLMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 TYPICAL ANCHORS --- SEE ELEV. FOR SPACING PANEL WIDTH ' 1/2" MAX. G`z E6 - LOAD BEARING SHIM M15A 1 ' D.L.O. • 1 z PRODUCT REVISED as complying with the Florida Building Code NDA-No. 20-0729.06 Expiration Date:99/22/2025 L2 By._1,-.2 1.L6,.,.i 1/2" MAX. Miami-Dade Product Control LOAD BEARING #10 X 1-1/4"SS PH SMS SHIM >- 1 PER CLIP N o: . •. +• •a M14A M16A z 3 PER PANEL I DA w O M TYPICAL ANCHORS AT 18"FROM EACH END M2 . SEE ELEV. AND AT MIDSPAN 1/4" MAX. FOR SPACING #B X 3/4" SS Fill SMS LOAD BEARING �-' 1 PER CUP SHIM METAL 1/4"MAX. STRUCTURE LOAD BEARINGRING METAL STRUCTURE TYPICAL ANCHORS .c E27 .: m SEE ELEV. EXTERIOR FOR SPACING TYPICAL ANCHORS N SEE ELEV. 1X8 ORARGER DOOR FRAME WIDTH '° FOR SPACING L WOOD BUCKS 1/2" MAX. o N . LOAD BEARING N SHIM N TYPICAL ANCHORS EXTERIOR SEE ELEV. FOR SPACING DOOR FRAME WIDTH LZ m o o w 8 EXTERIOR m EXTERIOR ii DOOR FRAME WIDTH N G e w NO.: Dawn By: Impact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.IJ AGK ®Wladaals 8 oDols . ``,,,7,�`'..�:..''' °'u n 6on: 1YES�i11Wp0D1" ``.•�1GFr.1��: •!��. F Date: CGI DOORS AN13"DOWS,INC. ..D W 104TH STREET ` 4-TRACK DOOR DETAILS 5/22119 PDs)OS) ,FLMOIS T 1, N;o 58705 2X8 OR LARGER WOOD BUCK FOUR (4) TRACK DOOR DETAILS lalssa5e0 _ OR ReviW— Rev.By: Rev.Oat.: PREPARED BY LYNN MILLER ' WOOD STRUCTURE OJT NO CHANGES THIS SHEET N.7VENICE,FOL 34275LOGY DRIVE •,��11 AGK 7/21/20 0, ST.•IT (941)48D-16DO .• ^C OFiIC�i'•, \S.rtes/Model: Srnle: Sheet: Drawing No, Rew. �C• . f•�.� REGISTRATION#29296 r�u5 Ui\I. •rC� ��,SGD-150 LMI N.T.S. 21 OF 28 SGD150LMI-NOA q A.LYNN MIL«{21,17.E 1 b.E.#58705 • #10-16 X 1/2- HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" O.C. O90' CORNER ©135' CORNER o II II #10-24 X 1/2' #10-24 X 1/2-FH THREAD CUTTING SCREWS F}{THREAD CUTTING SCREWS 1 d AT 6" FROM ENDS& 12' O.C. AT 6" FROM ENDS & 12"O.C. 3 o 3 w - • III E32 O 0 0 Q O� E31 00 EXTERIOR EXTERIOR D.L. OPG. PANEL WIDTH PANEL WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH #10-16 X 1/2" DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" O.C. 1 3/4- 3 5/8". 3 5/8" hy`0 PRODUCT REVISED (4)ANCHORS h as complying with the Florida „ n Building Code ,y� (4)ANCHORS NOA-No. 20-0729.06 I'M Expiration Date:09122/2025 �6 �6" 8' By: Miami-Dade Product Control (6)ANCHORS (6)ANCHORS �6 3 __�6 3 3" 8- 6" � 3 3' J (8)ANCHORS +r• (a) ANCHORS T1l1:1 I111 r: �6 3 �6 3 g• 3 3" B. Tula: Drown ey: ®ImpaDtRumeM ...... SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK IIVIIIdOriS I)OOD ��•- .I�.;r;;;: •.(�^ . ltexa stn9n9m- C•• TWO (2)TRACK THREE (,'�TRACK FOUR f41'TRACK TWO (2)TRACK THREE (3) TRACK FOUR (a)TRACK Cci DOORSANDWNDO scrip'on: Data: 3780WINTHSTREET HWEM.FL33018T`- CORNER DETAILS 5/22119 (305)6936590 _ i1 Revision: Ray.W. Ray.Data: PREPARED BY LYNN MILLER C��J z :• 1070 TECHNOLOGY DRIVE ( 123 �iJ 13 N.VENICE,FL 34275 %rJ.�'. ATE I F ('J.; NO CHANGES THIS SHEET .AGK 7121/20 F (sa11460-1soo ;�S,'-.,,or-:11,r•.•'\C��. _ Serfes ModU: Swfa: Sheet: Droving No. Rev: \ / REGISTRATION#29296 'r S�C�i`i/al..��••�\ SGD-i50 LMl N.T.S. 22 OF 28 SGD150LMI-NOA A l't1 A.LYNN MILLER,P.E. P.E.#58705 OM TYPICAL ANCHORS TYPE A. B OR C AT 6' FROM ENDS AND 9' O.C. INTO WOOD/CONC./METAL 1-1/8' MIN. 6'O.C. INTO BLOCK ONLY TYPICAL PAD PILE INSTALLATION LOCATION 1-1/2- MIN. WOOD EMBED SCANT EDGE DIST. 1-1/4' MIN. BLOCK EMBED 1-3/4' MIN. CONC. EMBED 1/8" MIN. METAL THICKNESS EXTERIOR MOUNTED 2 POCKETED JAMB 1 , wood METAL mx o EXTERIOREl Y QD U O a TYPICAL AT PANEL 4 CORNERS POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ DOOR FRAME WIDTH 2 NOM. PANEL WIDTH O O O O 0 PRODUCT REVISED O O O O O O O as complying with the Florida Is liding Code NOA-No. 20-0729.06 Expiration Date:09/22/2025 Miami-Dade Product Control EXTERIOR Tine: Drawn By: '• ' •' �� Impact 6slsfant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®WlillingA Doan ��.• �Icl;rrs,>'�! ' meactlnmxeDt^ `r; '•!{c��' scrtp on: Date: CGI DOORS AND WINDOWS,INC. - No.58705 3780 W 104TH STREET DETAILS 5/22119 RuuEnIt,FLx1BtB P05)893.8590 —l ReNsion: Rea By: Rer.Data: PREPARED BY LYNN MILLER "1 �J- 1070TECHNOLOGYDRIVE O 'I S n�l p NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275(941)480-1600 : •, c.CF1LI. ��� Serin/Alodeh Scale; Sheet: �ng 'i REGISTRATION#29296 ,IrALSGD-150 LMI N.T.S. 23 OF 28 till A.LYNN MILLER,P.E. P.E.#58705 CODS PART No. DESCRIPTION HATERIAL MANUF. RIDIARES CODE PART No. DESCRIPTION MATERIAL HANUP. 11211ARS5 E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - M2 CGI-171C FIXED PANEL CLIP(2-1/2-LONG) 6063-T5 - 3 0 FIXED PANEL E2 CGI-151 FRAME JAMB 2 TRACK 6063-TB CGI EXTRUDER - M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL E3 CGI-186 FRAME HEAD 2 TRACK 6063-76 CGI EXTRUDER M10 CGI-176 FRAME HEAD ANTIUFT& PAD PILE WOOL/NYLON SULLIVAN_ 1 PER INTERLOCK/ASTR. E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - M12 - BOTTOM RAIL STIFFENER, 1' LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL E6 CGI-155 MAIN STILE 6063-TG CGI EXTRUDER - M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL E7 CGI-156 TOP&BOTTOM HORIZ 6063-T6 CGI EXTRUDER - M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL EB CGI-157 SILL RISER 6063-T6 CGI EXTRUDER - M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 ES.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - M14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - M15 SGD-507 KEEPER ZINC SULLIVAN INST.W/2#10X3/4-PH E10 CGI-159 INTERLOCK REINFORCING(LENGTH = FRAME HT. -8' 6063-T6 CGI EXTRUDER - M1SA SGD-507N KEEPER ZINC .INTERLOCKS INST.W/2 #IDX3/4' PH Ell CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST.W/2 01OX3/4"FH E12 CGI-161 FRAME JAMB 3 TRACK 6063-TB CGI EXTRUDER - M16A PS01-0036-117 RECESSED ADAPTOR ZINC I INTERLOCKS INST.W/2#1OX3/4-FH E13 CGI-185 FRAME HEAD 3 TRACK 6063-76 CGI EXTRUDER - M17 SGD-5500 HANDLE SET ZINC SULLNAN/INTERLOCKS E14 CGI-158 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - E15 CGI-170 POCKET HOOK 6063-TS CGI EXTRUDER M19 SCS2000 SILPRUF SEALANT SILICONE GE - E16 CGI-121 7/16'GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - M20 CGI-177 PANEL TOP& BOTTOM DUST PILE' WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL E17 CGI-123 1"GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUN. 1 PER INTERLOCK E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAS OR EQUIV. E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) S063-T6 CGI EXTRUDER - M23 HD-12-10042 .350'REACH POCKET SEAL - AMESBURY - E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - S2 - 010 X 1 1/4-LG. PHL- PH. SMS. ST/ST.ASY. SCREW - - 2 OR 3 PER CORNER E21 CGI-156A TOP&BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-TB CGI EXTRUDER SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CGI EXTRUDER - TWO POINT LOCK BY 'SUWVAN' OR 'INTERLOCK' LOCATED AT ,E25 CGI-184 2,3&4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - PRODUCT REVISED ' E26 CGI-187 2,3&4 TRACK FRAME HEAL,SCREW COVER 6063-T5 CGI EXTRUDER - MAIN STILE AT 40" FROM BOTTOM aS complying with the Florida ' SS MORTISE LOCK (PART #SGD #SG 503) 0036-117) Building Code E27 CGI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063-75 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART SGD- 03) (PS01-0036-117) NOA-No. 20-0729.06 E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) Expiration Date:09122/2025 E29 CGI-1029 FRAME SILL 4 TRACK 6063-TB CGI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) By:_Ise--7 I,Z/ -,- E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - Miami-Dade Product Control E31 CGI-1057 FEMALE CORNER ADAPTOR(90-) 6063-T6 CGI EXTRUDER - DOUBLE LOCKS: READ. AT 90' AND 135' CORNER PANELS ONLY E32 CGI-1058 FEMALE CORNER ADAPTOR (135') 6083-T6 ccl ExrRUDER — TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - BOTTOM Mi CGI-362V GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - - SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) SECURED WITH (2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD-3310142) ZINC HANDLE SET SECURED WITH ,(2) 6-32 X 1-1/2" OH MS STEEL KEEPER (PART #HD-3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS UNe: Drawn ei< OImpact HEISIMM :.. f ri WIDdoYi 8 Doors �vN.(YII-,I/.I; SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK �. . WM 70110MM31- �' : DesalpNun: Date: CGIDCORSANOWINDOWS.01C. 3780 W 104TH STREET i^ BILL OF MATERIALS 5122119 ((305)nH6Tctiss9o33018 55?0S Revision: Ray.W. Rev.Date: PREPARED BY LYNN MILLER -:J 1070 TECHNOLOGY DRIVE -iJ NO CHANGES THIS SHEET AGK 7121120 N.VENICE.FL 34275 Jam'. S l:fE P (941)480-1600 Senes/MadaL• Scale: Sheet: Drawing No. REGISTRATION#29296 /(ll\I CAL- SGD-150 LMI N.T.S. 24 OF 28 SGD150LMI-NOA A A.LYNN MILCgR!PIE.I I f1.E.#58705 4.735 5.921 1.340 1.340 .070 -� m 70 �.675 r.120 .860 FK�47y"L'q 1.250 .847 � .995 .0�5 .995 - 7 t.250 .050 975 3.255 I 3.255 4.250 1.184 -� �1.1 B4 F� ' 4.250 E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) •D70 GLAZING BEAD GLAZING BEAD •070 LAM. GLASS INSUL LAM. GLASS LEI--T 995 .995 .075 .075 1.508 1.186 070 2.so0 2.600 � TOP/BOTTOM HORIZ (OPTIONAL) �_ .070 O TOP/BOTTOM HORIZ -E .640 753 3.000 •725 .065 .664 .070 995 I� 1. 000 501 •O60 1.831 3.070 �4.735-�i � 5.921 F1.125 .070 1.490 �5 M2 FIX. PANEL CLIP .156 E7 FRAME SILL (2 TRACK) � FRAME SILL (3 TRACK) 3.000 1.490 � 1.415 120 3.750 3750 2.755 2.005 EXTERIOR INTERLOCK (OPTIONAL) 2.D05 .155 .125 EB .070 1.366 MAIN STILE 695 3.750 MAIN STILE (OPTIONAL) .070 3.000 2.755 1.61 1.B70 .995 .2135 .125 3.000 3.510 .095 O 3.572 .095 1.600 SILL RISER (OPTIONAL) .870 1.610 1.870 1 .070 1.770 1 .060 .415 I.-no .060 1.415 3.188 3.572 2.005 11.255 2.005 .070 •070 2.005 2.005 1.625 E5 INTERIOR INTERLOCK .582 1 --I 1.IB6 t - 1.255 INTERIOR INTERLOCK (OPTIONAL) Eta OUTER TRACK ASTRAGAL STILE Es INTERIOR TRACK ASTRAGAL STILE •995 I 2.120 ® 2.005 1.825�{ INTERIOR.TRACK ASTRAGAL 125 1.B31 POCKET HOOK t.sot •ofio (OPTIONAL) PRODUCT REVISED as Complying with the Florida 3.750 125 1.310 Building Code .158 NOA-No. 20-0729.06 .155 INTERLOCK REINFORCING 3.000 Expiration Date:99/22/2025 EXTERIOR INTERLOCK .070 Miami-Dade product Control .572 \t y1{I;lil iir 3.51 D .625 .741 Tee: Dram ey: Impact Resistant ;.1`10%1•L Y P,�,t/i``•i'. 1.so0 1.87o SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windovis •. ylr;er•;`,:•.,l� 7.9202.591 srnphan: Date: DOORS AND WMDOW9NO. �' •�0 2.670 3.341 3760 W 10aTH STREET - No.58705 .062 EXTRUSIONS 5/22/19 HOI EM.F7330'S (305). 2.005 I 'Revision: Rev.By. Rev.Date: PREPARED BY LYNN MILLER -� (� •I �Q NO CHANGES THIS SHEET 1070 TECHNOLOGY DRIVE 1 j © I•�-.625 I TA,r'r Fo-• AGK 7/21/20 N.VENICE,FL 34275 <. .625 (941)480-1600 '•,�Ui;l i��•, F23 Drawing No. Rer. '•.�� Sarks Ilodeh Scale: Sheet: i . p\�-7 SILL COVER(OPTIONAL) REGISTRATION 929296 'r \ OUTER TRACK ASTRAGAL (OPTIONAL) 1 SILL RISER (OPTIONAL) SGD-150 LMI N.T.S. 25 0> 28 SGD150LMI-NOA AP.E. A P LYNN MILLER, P.E.#58705 1.886 �-{ 1.375 510 .125 *2,41�2� 2.270 I .060 .128 .128 7 .260� ��—��3-- .190 1.650 -=•I 1�.640 I(l 'III 3.528 �Ir-T-----�J ® FRAME HEAD COVER U1.886 .125 1.485 4.765 .065 �^- .OBO 1.621 0 .190 .774 0' 1. 201.886 I •344 .060 2.581 .625 ® FRAME SILL COVER E2 FEMALE CORNER'ADAPTOR (90') E32 FEMALE CORNER ADAPTOR (135') a3 MALE CORNER ADAPTOR FRAME JAMB (2 TRACK) .243-�i 1.375 1.791 O60 1.620 © FRAME JAMB COVER 5.[.5q45 1.620 .725 .125 1.620 1.50� .065 II II .625 .664 -�I h� FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0729.06 Expiration Date:0912212025 Miami-Dade Product Control `,ll:ll ii:rrr 1Da: Dmvn 13y Impact Resistant `' .C) .�.:?.�''4,r,., ;. SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I.- AGK ®Wlnitawc b ( Dears txattms& < Description: Dots: COt DOORS AND WINDOWS,INC. _ TJC. ';ii,Q 3760 w 104TH STREET HIMMAH.FL33018 5I22/19 EXTRUSIONS P05)5was90 Revislon: Rev.By. Rev.Date: PREPARED BY LYNN MILLER i�,•, �]�I JZ O _ 1070 TECHNOLOGY DRIVE NO CHANGES THIS SHEET AGK 7l211Z N.VENICE,FL 34275 (941)480.1600 Sedes/Yodah Srnle: Sheet. Dmwin9 No. Rev: `n,„1j•,,:�I' �. REGISTRATION#29296 SGD-150 LMI N.T.S. 26 OF 28 SGD15OLMI-NOA A A LYNN MILLER,P.E. P.E.#58705. 7.750 .O8D .925 .857 1.250 / E26 FRAME HEAD (4 TRACK) / .080 ' 2.60D .77533 i 7.730 E29 FRAME SILL (4 TRACK) FRAME TOP CORNER , 4 TRACK SHOWN 1.375 1.620 PRODUCT REVISED as complying with the Florida 1.620 Building Code NOA-No. 20-0729.06 Expiration Date:99/22/2025 7.750 Miami-Dodo Product Control 1.620 .080 .095 .1.620 -�I �-.625 E3D FRAME JAMB (4 TRACK) 1'.'.11I1:1j Tnm: Om■n Br Impeel Rubtaat SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Wlndm&Doors ` �•�' t^ D—dp ion: DOW CGI DOORS AND WINDOWS,INC. •,JO 3780W1011H STREErFIL INSTALLATION DETAILS,EXTRUSIONS 5/22119 (306)5 3.6M1°te :-- (3os)sssess3 _ Revision: Rev.By: Rev,Data: PREPARED BY LYNN MILLER-q••.1070 TECHNOLOGY DRIVE B1P.�/ZI r a •'•[� L it NO CHANGES THIS SHEET AGK 7121/20 N.VENICE,FL 34275 (941)480.1600 �•\;`pF�O;i'pC•,.••�•��\� FRAME BOTTOM ORN R Serle e1: scale: Sheet: D—Mg No. Rer. �� u' ••' C3 4 TRACK SHOWN SGD-150 LMI N.T.S. 27 OF 28 SGD150LMI-NOA A REGISTRATION#29298 'A.LYNN MILLER,P.E. P.E.458705 S2 FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER S2 MITERED BEAD CORNER(TYPICAL) S2 1 S2 PRODUCT REVISED 4r as complying with the Florida Building Code NOA-No. 20-0729.06 Expiration Date:99/2212025 By:_I,'—, I.L6,.,_s PANEL TOP/BOTTOM CORNER Miami-Dade Product Control FRAME BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) 2 TRACK SHOWN MI.; D.-By. Impact Restated ,�`, \�1.. `�•/ ;4• '!: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows A Doors Dewriocon: Dote: CCI DOORS AND WINDOWS,ING. _ _ Na 537U5 3780 W 104TH STREET , INSTALLATION DETAILS 5/22119 HUIEAH FUM18 = / FRAME BOTTOM CORNER - Rev. Revision: PREPARED BY LYNN MILLER '� �"[7 q D _Y 3 TRACK SHOWN By. Rev, Dote: 1070 TECHNOLOGY DRIVE `� •' F_ NO CHANGES THISSHEET AGK 7/21/20 N.VENICE,FL34275 % �^;,E:;pF;pl, .•'^ v Sales/Modal Smle: Sheet: Om wing No. Rev: I!I l IIII1'l\ SGD-150 LMI N.T.S. 28 of 28 SGD150LM1-NOA A REGISTRATION#2929A ' A.LYNN MILLER,P.E. P.E.#58705