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HomeMy WebLinkAboutNOA Sliding Glass DoorDEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION 22V,3 — NOTICE OF ACCEPTANCE (NOA) REVIEW CGI WINDOWS and DOORS, INC., CODE COh 3780 W. 1041h Street STo LU0IE Hialeah, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations ,gover. documentation submitted has been reviewed and accepted by Miami -Dade be used in Miami Dade. County and other areas where allowed by the Auth This NOA shall not be valid after the expiration date stated below. The M (In Miami Dade County) and/or the AHJ (in areas other than Miami D, product or material tested for quality assurance purposes. If this product i manner, the manufacturer will incur the expense of such testing and the suspend the use of such product or material within their ' jurisdiction. acceptance, if it is determined by Miami -Dade County Product Control S meet the requirements of the applicable building code. This product is approved as described herein and has been designed to con. including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 150" Aluminum -Sliding Glass Door APPROVAL DOCUMENT: Drawing No. SGD150LMI-NOA Rev A (I Series "150 Sentinel Aluminum Sliding Glass Door", `sheets 1 through 28 i 07/21/20, signed and sealed by Lyn Miller, P. E., bearing the Miami —Dade with the Notice of Acceptance number and Revision date by the Miami DI MISSILE IMPACT RATING: Large and Small Missile Impact Resis Limitations: 1. 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 reinforc panels for the entire unit, in sheet 13. See anchor clusters DP capacity the entire assembly.. For Doors w/ corners, see limitation note 4, below 3. Max shim not to exceed ''/z" at Head/jambs & ''/2" at Sill (w/ High stren�- installed w/ anchor type B-2, directly into cone. 4. Units containing 90' & 1351 exterior corners must be limited to Max DI LABELING: Each unit shall bear a permanent label with the manufacture following statement: "Miami -Dade County Product Control Approved", AC MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 - Miami,. Florida 33175-2474 T (786) 315-2590 F (786) 315-2599. FORwww.miamidade.gov/economy PLIANCE .,OUNTY O ig the use of construction materials. The ounty RER -Product Control Section to ity Having Jurisdiction (AHJ). ni-Dade CountyProduct Control Section County) reserve .the right to have this material fails to perform in the accepted HJ may immediately revoke, modify, or RER reserves the right to revoke this tion that this product or material fails to with the Florida Building Code, w/ wo Reinforcements —L.M.I. :)rmer SGD150LMI-NOA Rev O), titled if 28, prepared by manufacturer, dated County Product Control Revision stamp Lde County Product Control Section. g & sill riser and the max allowable sheet 15. Lower'capacity shall control for poured & hardened grout). The Sill to be +/-60 PSF. See sheet 22 for anchor layout. name or logo, city, state and series and d 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 Mia expiration date may be displayed in advertising literature. If any poi done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the us shall be available for inspection at the job site at the request of the Buil This NOA revises && renews NOA # 19-0603.03 and consists of this p E-5 and E-6, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. -Dade County, Florida, and followed by the in of the NOA is displayed, then it shall be by the manufacturer or its distributors and ag Official. e 1 and evidence pages E-1, E-2, E-3 & E4, . TILE c®�� NOA No. 20-0729.06 Expiration Date: September 22, 2025 Approval Date: September 10, 2020 . Page 1 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENC] 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series. "Sentinel 151 through 28 of 28, prepared by Al—Farooq Corporation, c 01/11/16. signed and sealed by Javad Ahmad, P. E. B.. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, T) 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, per FBC,. 4) Small Missile. Impact Test per F1 5) Cyclic Wind Pressure Loading p( 6) Forced Entry Test, per FBC, TALI along with marked —up drawings and installation diagram of and 90 corners, prepared by Architectural Testing, Inc., TeE 12/07/15 respectively, both signed and sealed by Joseph. A.1 Alum Sliding Glass. Door", sheets 1 ted 05/20/10 and last revised on S 202-94 Loading per FBC TAS 202-94 CAS 202-94 C, TAS 201-94 r FBC,. TAS 203-94 202-94 �-panel, Alum SOD w/ Pockets & 1350 : Report No. D8502.01-450-18, dated .eed, 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, AS 202-94 4) Large Missile Impact Test per FBIC; 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 seabed by Ramesh Patel, P. E. (Note this test reports have been revised by an. addendum l Certified Testing lab.). 3. Test reports on: 1) Uniform Static Air Pressure. Test, L, 2) Large Missile Impact Test per 1 3) Cyclic Wind Pressure Loading along with marked —up drawings and. installation diagram Impact Fixed Window, to qualify.DuPont "Butacite"'PVB Spacer® insulating glass spacer, prepared by Certified Te: CTLA-3056 WA dated 03/03/15, signed and sealed by Re along with -marked —up drawings and installation diagram c Frame Project Out Windows,. to qualify DuPont `Butacite' Spacer® insulating glass spacer, prepared by Certified Tee CTLA-3056 WB dated 03/03/15, signed and sealed by Ra dated SEP 24, 2014, issued by .ding per FBC TAS 202-94 iC, TAS 201-94 ;r FBC, TAS 203-94 a series, 7.500FW Vinyl Flange Frame iterlayer, Duraseal® and Super ag Laboratories, Test Report No. tesh Patel,. P. E. a series 7400PO Vinyl Impact Flange 3VB interlayer, Duraseal® and Super rig, Laboratories, Test Report No. .esh 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 "BuVC B tacite" Pinterlayer; Durasealg 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; sip-ned & sealed by Ramesh Patel, P. E. 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-1 CGI WINDOWS AND DOORS, INC. ANCE: E B. TESTS (continue),- 4. Test reports on: 1) Air Infiltration Test, per FBC, TASI 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TEAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 - 5)-Cyclic Wind Pressure Loading perlFBC, TAS 203-94 " 6) Forced Entry Test, per FBC 241113.2.1, TAS 202-94 along with marked —up drawings and installation diagram oflAlum 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 #12-0119.04/11-1.031.05) 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 51 Edition (2014), prepared by Al arooq 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 E. MATERIAL CERTIFICATIONS - 1. Notice of Acceptance No. 14-0916.11 issued to Kurare (Clear and White) Glass Interlayers", expiring on`04 2. Notice of Acceptance No. 14-0423.15 issued Eastman "Saflex CP-Saflex and Saflex HP Composites Inter] 3. Notice of Acceptance No. 15-1201.11 issued Eastman and colored glass interlayer", expiring on 05/21/2L 4. Notice of Acceptance No... 14-0916.10 issued to Kurar, PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with ] interest,. dated 02/24/16, signed and sealed by Javad . 2. Addendum letter dated SEP 24, 2014, issued by Cert Ramesh Patel, P. E. 3. -Lab Compliance statement, part of above referenced (RER). America, Inc. for their "Sentry Glas® A/18.. , hemical Company (MA) for their ier w/ PET core", expiring on 2/11/18. hemical Company (MA) "Saflex Clear America, Inca for their `Butacite® 511 Edition (2014), and of no financial Id, P. E. Testing lab, signed and sealed by report. 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 Spacerg 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 I. 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, 200, 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 I. 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 (6'h 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. SGD150LM1-NOARev 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-np 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 12111/23. 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 61 Edition (2017), dated May 23, 2010, 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. 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-4 CGI WINDOWS -and DOORS,. INC. . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' 5. New Evidence submitted A. DRAWINGS 1. Drawing No. SGD15OLMI-NOA Rev A (former SGD15OLMI-NOA Rev O), titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through•28 of28; 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, CGFPW410 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: 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 0.7/13/20 and signed and sealed by Idalmis Ortega, P.E. C. CALCUL- ATIONS 1. Anchor verification calculations and 'structural analysis, complying with FBC 711 Edition .(262.0), 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. 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 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 "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 "Saflez CP= Saflez and Saflez 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.) "Saflez 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 "Trofosilg 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,,prep"ared, 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. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0729.06 Expiration Date: September 22, 2025 Approval Dater September 10, 2020 E-6 "SENTINEL" SERIES SGD150A ALUMINUM SLIDING GLASS DOO 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 EDIDON) 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. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING.OR STUCCO. . A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL -SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCTAPPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ' OF STRUCTURE RECEIVING THIS PRODUCT ANDSEALINGAROUND 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 VELOCTIY, 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. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.• . SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0729.06 ExplratlonDate: 09/2212025 " By:_ IS /• 411rn_5 _ Mlaml-Dade Product Control But,: - - mown SENTINEL 150 ALUM SLIDING GLASS DOOR (LMI) AGK, COVER, INSTRUCTIONS 5/22119 , R.W.1mi I Rev. By: I Ro, Dale: UPDATED TO FBC 2020, ADDED ANCHORS & BACK. AGK 7/21/20 SGD-150 LMI I NTS I OF 28 1 SGD15OLMI-NOA I A LAMINATED GLASS AND" LAMINATED INSULATING GLASS. LARGE/SMALL MISSILE IMPACT " ,1y111111/// ImpactNesmant ®Window & DODis '� �IGENSF.'•.C� . wexespwxoEa- C� •'. �•' •••�'� COI DOORS AND WINDOWS. INC.- 3M W 10M STREET •No. 58705 HWFAH,FL33018 CV)5)5838580 PREPARED BY LYNN MILLE 107Q TECHNOLOGY DRIVE•, '•• ; l ,O ;• R �- ;- N. VENICE, FL 34275 (941)480.1600 ��` iX%S•, F(O IDI`.-'•G� 7S TONAL REGISTRATION #29298 A LYNN MILLER, P.E. P.E# 58705 "YI 1 13/16' FALSE MUNRN OPTIONAL in 0 io a 3 TRACK JAMB ANCHORS 202 48 1/8', ANCHORS IN PAIRS AT HEAD/SILL/JAMBS PANEL WIDTH C IICH % 2 1/8 2 POINT SINGLE LOCK L. OP 7=1I I � v. �I I� i•. SEE SHEET 24 FOR DESCRIPTION Il a ll__ a a II II rQU B) IF , N I 1/ 11 1 \12- 1/ -I SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE NOS INTO CONC. AT 3' D.C. SEE CHART ON SHEET 1 15 FOR CAPACITY 3 TRACK ' HEAD ANCHORS. HEAD ANCHORS 14' MAX: - 2, 3 OR 4 PAIRS HEAD/SILL- AT. STILE ENDS SEE SHEET 15 ` AT 3' O.C. SEE CHART ON SHEET 15 6' MAX. . ' FOR CAPACITY HEAD/SILL CORNERS - PRODUCT REVISED as Complying with the Florida Building Code NOA-No. 20-0729.06 Expiration Date:9912212025 Miami -Dade Product Control z I z • 0 96 �.� o li� l Ol � t9 O m 3 o. z zm min Um ail JLU POCKET JAMB 48 1 8' (SEE SHEET 6, B. 11 ry PANEL WIDTH 48 1/8- & 12 & DETAIL M ON POCKET .. ... PANEL WIDTH. ,SH 3) JAMB ANCHORS (SEE SHEET 23 FOR TYP. INSTALLATION) 3 TRACK „SILL ANCHORS = . REINFORCING , " AT INTERLOCKS OPTIONAL .M SEE SHEET 13 FOR CAPACITY 42 1/8' D.L. OPG. %% a a a / " (1) WEEP DUSTER (2) WEEP MUSTER (2) WEEP MUM (2) WEEP CLUSTER 2 WEEP OUSTER 2 W V CLUSTER I WEEP CLUSTER - \\\ v,.7 . . TTNe D.Drn Dr OImpact Resident YYlndows & Doors `.• �� SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK TYPICAL ELEVATION Des p on: fie: COI DOORS MIDWINDOWS, INC. 3780 W 1041M S _ r N0.58705 _ TESTED UNIT ELEVATION 5/22/19 HUUEWEET AH,FL33018 (305)503-0590 - O �1 (� " ReJfston: R. 13y: R..Date: PREPARED BY LYNN MILLER '. O��` D.L. OPENING D.LO HEIGHT = DOOR FRAME HEIGHT _ 9 11/16' NO CHANGES THIS SHEET AGK 7/21/20 1070 TECHNOLOGY DRIVE N. VENICE, FL34275 ' `' °CORIDP.• ' \��� S '••.,,,,. G '���'SNA111%, PANEL HEIGHT sal Sedea/Model:- Smote: Sheetr Mawin9 No. Rev. (9REGISTRATION4262B8 \ =NOM. PANEL DOOR FRAMEIH HEIGHT 3/16' _ SGD-150 LMI N.T.S. 2 of 28 SGD15OLMI-NOA A " A LYNN MILLER, P.E P.E:# 58705 1 13/16' FALSE �63• (8) ANCHORS , _ TYP. CLUSTER SHOWN ' 2 TRACK " HEAD ANCHORS UJ JCC JI'1GL1 IJ ;ITC' %C ON SHEET 15 �ITY I 6" MAIL HEAD/SILL - CORNERS ' REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 ' FOR CAPACITY . M 42 1/8" 42 1/8- D.L. .OPG. D.L. OPG. /Z O J - Z fA x\ O z �L) mo \ O �I o m �I 3 a� o� ZIx PRODUCT REVISED m as Complying with the Florida Building Code a I NOA-No. 20-0729.06 Expiration Date: 09/22/2025 ' z SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS - 48 8• Mlaml-Dade Product Control ' g5 CHORS AT STILE ENDS AT 3" O.C. SEE CHART.DN 48 1/8" 2 TRACK ` �d CLUSTER SH WN . SHEET 15' FOR CAPACITY PANEL WIDTH POCKET 'JAMB ANCHORS in -'cmi _ . PANEL WIDTH 2 TRACK JAMB ANCHORS SILL ANCHORS I jawEw n MAX. TYP. - D.L. OPENING B 1 D.LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" _ D.L.O. WIDTH - NOM. PANEL WIDTH - 6' - PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/15' (TESTED UNIT) 8" 8' 13 8 8' 8- TYPICAL ELEVATION (1) 1 OP MLEM (r) wrr nusna (4Im airl a (2) VP au m h)+ff? MMO - . `II I1111117f ff'' •. IIRe: - Drom By: Impact .... REFER To PAGES 14, 15, 17 & 18 FOR WEEP SIZE SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M,L) -• AGK ®Y indResIsticritom & D `�`��UcENSF .. wearaamxcrR- - g';' '•. �1. Bescnp6an: pole: - COI DOORS ANDWINDDWS, INC. •� -'No. 58705 _ 3780 W 104TH STREET 5l22/19 HWEAH,FLW018 - ELEVATION (3M593a590 By: Rev. Date: PREPARED BY LYNN MILLER ��O'•, ( I F L '• Revteton: - Rev. • . (V�[/ 1070 TECHNOLOGY DRIVE � � •,• NO CHANGES THIS SHEET AGK 7/21/20 N. VENICE. PL34275 : •, �[oR1oP,. (941)480-leo0 :, S / •........ �G SeAae/NodaL• Score: -t. - o. Ravr //�Sif�NALIREGISTRATION029296 SGD-150 LMI N.T.S. ODSsinDN A. LYNN MILLER, P.E. P.E.# 68705 6. 3e - 14' - EXTERIOR ' MAX 140 5/16" 146 9/16' n - - DOOR FRAME WIDTH DOOR FRAME WIDTH iE MUNTIN - ,HEAD ANCHORS 14' MAX. HEAD/SILL OPTIONAL 46 1/8' ANCHORS IN PAIRS 2, 3 OR 4 PAIRS NU PANEL WIDTH AT HEAD/SILL/JAMBS AT STILE ENDS SEESHEET CLUSTER SHOWN `•"' """"... CLUSTER SHOWN. • (SEE SHEET 22) ... EXTERIOR - , 3 TRACK , .. HEAD ANCHORS 97 3/4' � -- DOOR FRAME WIDTH -. HEAD ANCHORS 2 OR 4,PAIRS AT CORNER STILE ENDS 6" MAX - SEE CHART ON SHEET 15 HEAD ., g A 'SEE CHART ON SHEET 15 I '2 FOR CAPACITY SILL 1 13/76' - FOR CAPACITY CORNERS � MIN. r I . JI \zolU z v� 0 C ) m zz �IN 6 0Q I �� W I n. r- z� P a� — 2 1/8 _ C3 � /• i% m x d i% M o r% � as •�i II II a< B D F REINFORCING AT INTERLOCKS 'OPTIONAL - SEE SHEET 13 FOR CAPACITY i. 2 POINT/.• - .. DOUBLE LOC .. SEE SHEET 2 S- t'o FOR 42 1/8' 42 1/B' DESCRIPTION 2 POINT DOUBLE LOCKS D.L. OPG. D.L. OPG. i• �. r. SEE SHEET 24 m FOR DESCRIPTION . 4-3 W J •� L_ .48 1/8' 1/8" g. - POCKET SILL TYPE B2 ANCHORS SILL TYPE 82 ANCHORS �. 3 OR 4 PAIRS 46 1/8' PANEL WIDTH - 4fi 1/fi" -4B PANEL WIDTH - JAMB ANCHORS 2. OR4 PAIRS • AT CORNER STILE ENDS. AT STILE ENDS PANEL: "PANEL WIDTH 3 TRACK 0 • SEE CHART ON SHEET 15 AT 3' D.C. - _ JAMB ANCHORS ' .. FOR CAPACITY SEE CHART ON SHEET 15 • - FOR CAPACITY ` m �fi" 14" 3' (4) ANCHORS EXTERIOR (6) ANCHDRS EXTERIOR \ z Typ. CLUSTER SHOWN - MAX. (SEE SHEET 22) CLUSTER SHOWN SILLMIQHORS 716e: Drown By: ImpactReditant �` (p? •_,NN PRODUCT REVISED as compi ing with the Florida y ° SENTINEL.150 ALUM SLIDING GLASS DOOR L.M.I. (. ) AGK ®YfindoYB 8 Daals wexEsnToalim^ �� \�• ' L10ENS'' • •• F••'•!.n ,. Building Code (TESTED NOA-No. 20-0729.06 TYPICAL UNIT) ELEVATION D—dpeon: Date: WIN ��� 811 DOWS'07C• No.58705 TIC ;• '•. Expiration Date:09/2212025 ELEVATION 5/22/19 HWbV1•FL83018 . (W5)5ea6590 = a gy Isw 1 l.. 4,•,.i. Rmrislon: - Rev. By., Rov. Dpto: PREPARED BY LYNN MILLER _ '• �0 '•, S ' ' Mleml-Dade Product Control 1070 TECHNOLOGY DRIVE N. ATEI FF C(/ T t�' NO CHANGES THIS SHEET AGK 7/21/20 VENICE, FL 34275 ' •: <ORIOi�..G\?� - - (941) 490-1600 ,C�ss 3enes/d(odeh Smle! Sheatr omwin9 No. Rev: REGISTRATION #29296 ��� \ �/�N.4�.1� 28 tiiy1 ' SGD-150 LMI N.T.S. 4 GF SGD15OLMI-NOA A A. LYNN MILLER, P.E. P.E.# 58705 XXX (SHOWN) OXX. XXO XXX (REVERSE) DOOR FRAME WIDTH H L J7 H ' L XXXXXX (SHOWN) OXXXXO XXXXXX (SHOWN) - - XXXXXO (SHOWN) OXXXXO APPROVED CONFIGURATIONS as complying with the Florida Building Code NON —POCKETED DOORS (NON -REINFORCED SHOWN) NOA-No: 20-0729.06 SEE SHEET 13 FOR Dip AND REINFORCING OPTIONS Expiration Date: 09/22/2625 THREE (3) TRACKS By: _ ! �"7. 1. 44-1, NOTE: Miami --Dade Product Control 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FRAME WIDTH PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 © EXTERIOR 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 99 & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF II O II JoL� II O II O II O EXTERIOR gP CORNER DETAIL '0' ON SHEEP 22 135' CORNER DETAIL 'P' ON SHEET 22 - NON-REINF.. INTERLOCKS OPTIONAL IN LIEU OF J. SEE CHART ON SHEET 13 135' CORNER DETAIL 'P' ON SHEET 22 NON-REINF. INTERLOCKS- OPDONAL IN LIEU OF J1 SEE CHART ON SHEET 13 1111t Il ill ll� TtHe: . Dmm Br. ImpactReBIS1EId pNLy NI i �r�• SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.1.) AGK ®NMdors & Doors IYF1 ff"" Na s. CDI DOORs AHD WINDOWS' INC. 3760 t ` ' �1cENSC��l� �' ` �.:.. ^• .. NO. 58705 T� ; ••• sc p = Data: CONFIGURATIONS 5/22/19� AIOR4TH90t�8 - TfC- � � ••, 7�: 0 6TNTE (7� .•' .�z Revision: - Rev. By: Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE NO CHANGES THIS SHEET AGK 7/21/20 N. VENICE, FL 34275 i�� FC ORIDP,.• \�� � /'v/sS�QNA1 G Ser7es/Modal: Sehfe: Sheet• Dresinp Na Re . REGISTRATION#29290 111111f11� ' SGD-150 LMI N.T.S. 5 OF 28 SGD15OLM1-NOA A A LYNN MILLER, P.E. P.E.# 5B705 DOOR FRAME W. PXXX(SHOWN) XXXP I w � �0 IL 0 0 C I PXXXXXXP (SHOWN) DOOR FRAME WIDTH !ELi H J H 0a m O FI H S LM K PXXXXXX(SHOWN) XXXxXXP r DOOR FRAME WIDTH I H J H IL H H - 00. m O 4 o: 0 M N oL YI 0. 0 J !-PANEL WIDTH NON-RFJNF. INTERLOCKS ON SHEET 13 PXXXXXO(SHOWN) PRODUCT REVISED APPROVED CONFIGURATIONS- OXXXXXP as complying with the Florida lidiPOCKETED DOORS (NON -REINFORCED SHOWN) B.DA-ng Code NOA-No. 20-0729.06 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Expiration Date:0912212025 NOTE: THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL Mlaml-Dade Product Control AND TO BE REVIEWED BY AHJ. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC., DOOR FRAME WIDTH _PANEL WIDTH NON-REINF. INTERLOCKS 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 r� W O/ oil ei U L'l EXTERIOR v 90' CORNER DETAIL '0' ON SHVEET 22\D 135' CORNER DETAIL 'P' ON SHEET' 22 OPTIONAL IN UEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS L= ; i ------------ -W-0 - -0-0y �gg �T=� .aa LPOCKET CAVITY NOT BY CGI NOT PART OF THIS NOA 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU, OF J nnno rnnuc wmn, NON-REINF. INTERLOCKS - ' SEE CHART ON SHEET 13 U l0 °a . OM HO O90' CORNER D L'0' ON SHEET 22 J EXTERIOR 135' CORNER DETAIL 'P' ON SHIFT 22 OH OH PANEL WIDTH' ON Dmwn SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK CONFIGURATIONS 5122/19 ReHelon: - Rev. E?o- Rev. Date NO CHANGES THIS SHEET AGK• 7121120 SGD-150 LMI I N.T.S. 16 OF 28. 1 SGD16OLMI-NOA I A Reslllnnt 1ICENg� '•- ((� (DImpact VAndaws & Doors rmlMSTRONml- `: P�.• ••.� -. CGI DOORS AND WINDOWS, INC. Z 1lC .' No.58705 •: 3780 W 104TH STREET HIMEM. FT. 33018 - - PREPARED BY LYNN MILLER C) •'•• / 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 A�IF TS(V •••;C<ORIDP•. •'• ��� l: (941)480-1600 SS '•...-• G� REGISTRATION#29298 /0NACC-M,��� ' A. LYNN MILLER, P.E, 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 ±60.0 PSF XO (SHOWN) O—X—��{ . DOOR . FRAME W ". MAX. FRAME WIDTH RE1NF. INTERLOCKS SEE CHART ON SHEET 13 - w K1 EXTERIOR O L1 XX--� #8 X 3/4- SMS " DOOR FRAME WIDTH AT 24" O.C. - . - MAX. FRAME WIDTH 1 N H o G \ QN J7 1 HO EXTERIO Gt _ OXO (SHOW 00' CORNER DETAIL '0' ON SHEET 22 " X SE) PTIONAN CORNER DErAIL EU OF'P1 ON SHEET 22 DOOR FRAME WIDTH MAX. FRAME WIDTH - REINF. INTERLOCKS SEE'CHART ON SHEET 13 / G O D00 FRAME W uev caeuc wmru PRODUCT REVISED as complying with the Florida " Building Code " NOA-No. 20-0729.06 Expiration Date: 06/22/2025 Mlaml-Dade Product Control - - - G7 OH EXTERIOR Jt OH G7 . 00' CORNER DETAIL '0' ON SHEET 22 �XXXXCMIMUR)' 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J7 _ 111171/ APPROVED CONFIGURATIONS PH.: Drown By. �� i ��p1YLYA/ N NON —POCKETED DOORS (NON -REINFORCED SHOWN)- SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK wind1Be>;Islent ®NMdoW11 & D00I8 WHEt7R0118H1� -•••'Y ICEM 4 S�"•.• �� - Desenptton: - CGI DOORSANDWWXYWUNC. ��•.•'• ••.� TWO U TRACKS Data 5/2u19 3780 W tefiFl sTREET HALEAP05)6W,R39o18 No. 58705 i CONFIGURATIONS (3os1 sasD2, . NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. R-I ion: - Rev. By: Rev. Gate: PREPARED BY LYNN MILLER 1070TECHNOLOGYDRIVE NO CHANGES THIS SHEET N. VENICE, FL34275 - •, .o STATE F 2. FOR APPLICABLE NON REINFORCED OR REINFORCED. DESIGN PRESSURES SEE SHEEP 13. AGK 7/21120 (941) 480-1600 � (ems RIDP•..•' F<0 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. i "t. D. ��\� ��'�.S�ONALIEN�:`�� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. _ SGD-150LMl NaT. .S. 7 0 28 SGD150LMI-NOA A REGISTRATION#29296 I . A. LYNN MILLER, P.E, P,E# 58705 Y °a PX (SHOWN) XP NOT BY CGI HIS NOA DO( O EXTERIOR I L to O of la al LM �J PXXP DOOR FRAME WIDTH r� H H �o° o of la al s LM M J PXXXXP DOOR FRAME WIDTH r SEE CHART ON SHEET 13 I H H lOm o IUp 0 la a o M K o L EXTERIOR D00R FRAME W. 1 1 Q U W lO O] I0 a a a gM L1 INTERLOCKS ON SHEET 13 K1 L 0 EXTERIOR O. - " Qi L1 . PXX (SHOWN) XXP 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 d-60.0 PSF NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 90' CORNER DETAIL '0' ON SHEET 22 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 135' CORNER DETAIL 'P' ON SHEET 22 - " OPTIONAL IN LIEU OF Jt DOOR FRAME WIDTH 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. , NON—R�NF. INTERLOCKS E -��� nwa�!=-� �. �. u 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF Jt DOOR FRAME WIDTH moorRFINF- INTFRI ftt:KS PRODUCT REVISED as comply,"g with the Florida Building Code NOA-No. 20-0729.06 Expiration Date: 09/22/2025 By: 151—x I. Mlaml-Dade Product Control POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. JO OH K1 .. PXXXX (SHOWN) 90' CORNER DETAIL '0' ON SHEET 22 PXXXO 135' CORNER DETAIL 'P' ON SHEET 22 _ XxxxP OPTIONAL IN LIEU OF JI TrR°: Impact RuIstad - .� �( LY 1A.... ��y� OXxxP 'CONFIGURATIONS SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. ( ) AGK ®YYlndows & Doors wexEtmoK6[9- �� �� '. `� h LICENSE •. �(( - APPROVED - 8'INc' ,•' `t' '•:�� J •-POCK_ ETED DOORS (NON —REINFORCED SHOWN) -sF P °^0 Dote: 37�DOORS �� - SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS CONFIGURATIONS 5/22119 HW.EAH,R.33018 (305)683.6680 = fVO, 58705 - jj Revisledr - Rev. By.FR'D2"'-.1070 TECHNOLOGY DRNE. Gr NO CHANGES THIS SHEET AGK N.VENICE,.FL34275. ��p'•, SSS ATE OF (941)480.1600 iC� •'. Pt ORIDP,,.•' a4`\ Sedes/l6del: Scnle: Sheet• 0mrinp No. Rev. ' iiS . ('2\ SGD-150LMI N.T.S. 8 of 26 SGD150LMI-NOA A REGISTRATION#28296, `vi//1A1AL �N�\\` XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) . PANEL e INTERLOCKS SEE CHART 0 00 Ma 0 —(t) IDUERIOR H H THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 99 AND 135 CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEEP 22, ARE PRESENT. FOR DOORSUSING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXXXXXXX (SHOWN) OXXXXXXO �---� (--j Q Q Q EXTERIOR j---� OH J1 _ OH QH �—I HO 0 9D' CORNER DETAIL '0' ON SHEET 22 _ 135' CORNER DETAIL 'P' ON SHEET 22 NOM. PANEL WIDTH . ' OPTIONAL IN LIEU OF J1 PRODUCT REVISED ' NOTE: as camp)ying with the Florida APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Building Code ' NON —POCKETED DOORS NON —REINFORCED SHOWN - ( ) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. NOA-No. 20-0729.06 Expiration Date: 09/22/2025 SEE SHEET 13 FOR Dp AND REINFORCING OFTON5_ 3. FOR'ANCHOR DETAILS SEE SHEETS 15 THRU 23. _ FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Mlaml-Dade Product Control - 111111111� r1dw - Dann W. Impact RuIstm �`�NY,•YAily SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.1.) AGK ®WIndows; &FDoorc ,• �ICENSF �l�� ;, Descnp - - CGI DOORS AND N7NDOW8, INC. 4� •;� on: Odle: areo W 104TH STREET X No. 58705 — CONFIGURATIONS 5/22119 HM.EAH,FL33019 pas) 5M.& o y� ReNaton: Rev. W. Rev. D. PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE �'7 7J ; L v� .z 0 � '•, NO CHANGES THIS SHEET AGK 7/21/20 N. VENICE, FL 34275 . Q SATE F •: (U�1 F S-W Sheet D—In9 (941)480.1600 - %��'•.;ORIOP,.•' �/� Sj Sader/lfodeh No. Rev. REGISTRATIONil29296 NAI_it", w�I�III SGD-150LMI N.T.S. 9 OF 28 SGD150LMI-NOA A I I • X LYNN MILLER, P.E. P.E.# 68705 XXXXXXXX (SHOWN) OXXXXXxo DOOR FRAME WIDTH 0 1 0100, 11L 1111 � 10�a IT 'Lie 1 w L LPIS 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 t60.0 PSF -�k7llt.E , A _NOM. NON-REJNF._ aSHEET 13 Ali 90' CORNER DETAIL•'O' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J o I r `_ --_,� = M L XXXXXXXO (SHOWN) - . OXXXXXXO © OH OH HO (D lz�OH EXTERIOR 9) OHO - 90' CORNER DETAIL '0' ON SHEET 22 ' 13.7 CORNER DETAIL 'P' ON SHEET 22 PRODUCT REVISED OPTIONAL IN UEU-OF J as complying with the Florida " NOTE: - Building Code 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION' PURPOSES ONLY. NOA No. 20-0729.06 APPROVED CONFIGURATIONS Expiration Date:09/22/2025. NON —POCKETED DOORS NON -REINFORCED SHOWN 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13._ ( ) By:_1s-71,"_/,U SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Mlam4Dade Product Control 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FOUR (4) TRACKS - . Title: Drown By: ImpllctResistant 'XI, LyN/I/ SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK ®Windows & Doors - .. COI DOORS AND WINDOWSINC. �: • - Cn Deecrfp an: Dole: . 3HAIEW,FLH93018 T 5122/19 - N0.58705 •� CONFIGURATIONS C'wsl t;r�+aseo � a ReHsfon: --- Rev. Dy. Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE 7 •z.l o ' NO CHANGES THIS SHEET AGK 7/21/20 N. VENICE. FL 34275 (B41)480.1600 .:441 OT "•. 3 1TE F \ - Series/Model: Scale: Sheet - Drawfng A.. Ravi - •.j 4DRI01, •'• NR' �i/ S REGISTRATION#20298 ////7O(�IAL - SGD-150LMI N.T.S. 10 OF 28 SGD150LMI-NOA A A LYNN M58705 ' PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH w A Y� p � O a o lM 0L ILIdliqL .1 lE) U LXILNIUK IEJ - LJ d/ LJ 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 PXXXXXXXXP (SHOWN) MO HO. Q9 O EXTERIOR 0 Q 90' CORNER DETAIL '0' ON SHEEr 22 135' CORNER DETAIL 'P' ON SHEET 22 - oPnONAL IN LIEU OF J PRODUCT REVISED _ as complying with the Florida APPROVED CONFIGURATIONS - Building Code POCKETED DOORS (NON —REINFORCED SHOWN) NOTE: NOA—No. ' 20-0729.06 SEE SHEET 13 FOR Dip AND REINFORCING OPnONS 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: 1tw•7 I-^^a' _ 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. MIamI-Dade Product Control POCKErS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. - ' -ImpsstRe;tsinnt title: - Dmwn Bic �wY.LYNN ''',; SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK . ®WInd011n 80DDrs wexEtmoNam-, `\.\\ . ' 1 SF' •!! Desc p6on: OPt": CGI DOORS AND WINDOWS, INC. 3M W 1011H BrREEr P• \� = y!T : No. 58705 EXTRUSIONS, BOM 5/22/19 HXEAKFL33015 (305)69945aa PREPARED BY LYNN MILLER — �1 ' Ravisfan: THIS SHEET Rev. Sr. Rev. Dote: 1070 TECHNOLOGY DRNE N. VENICE, FL 34276 _ � ` ! �•I .i' 0- �� �.(\ ••. ST TE F NO CHANGES AGK 7121/20 (941)480-1600 %i�3, '••; 40RION_.•' ' Sades/Nodel: cale: is Sheet: Dmwfng N. Rov. REGISTRATION#29296 ls� G\\� i,7 E�\\ SGD-150 LMI N.T.S. 11 OF 28 SGD15OLMI-NOA A r()NA_ r r I 1 �1 A. LYNN MILLER, KIl. P.E.# 58705 11 DOOR FRAME WIDTH U p:Fo- PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP r DOOR FRAME WIDTH I L �0O O rr a o M L THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 13S CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES - LIMIT MAX. DESIGN LOADS TO. f60.0 PSF /-SEE CHART ON SHEET 13 -- POCKET CAVITY NOT•BY CGIJ NOT PART OF THIS NOA PXXXXXXXO(SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp..AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 90' CORNER DETAIL '0' ON SHEET 22 135* CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 ' OPTIONAL W LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) I AGK Desedp0on: - - Dots CONFIGURATIONS 5/22119 " Ravislon: - Rev, 4, Rev, Datp: NO CHANGES THIS SHEET AGK 7/21/20 Selves/Model• Scale: SheeC - D—Ing SGD-150 LMI N.T.S. 12 OF 28 SGD150LMI-NOA PRODUCT REVISED - as comp)yIng with the Florida Building Code NOA-No. 20-0729.06 Expiration Date: 09/22/2025 Br.._la::,,. Mlaml-Dade Product Control ' 11111111!/ Impel NeslstRm �.\' O'NY LYNIV CGI DOORS AND WINDOWS. INC, Ham, FL�g' ND. 58705 13os15Ins590 -_ PREPARED BY LYNN MILLER •. % 1070 TECHNOLOGY DRIVE • • ` �� O S TE F O 4/ N. VENICE, FL 34275 .n (941)48G•1800 i�s ••:°<ORIOi`.••G\�� REGISTRATION#29298 A. LYNN MILLER, P.E. P.E.# 58705 C DESIGN LOAD CAPACITY - PSP (GLASS) NOM' PAN11 WI610i wGBs DOOR FRAME -HMW ulcws NUMBER OF PANELS Au°W'm. GLASS TYPES 'A' & 'AI' GLASS TYPES 'B' & 'BI' Drlrxitlom R/0 RWF. TERM �� WITH REM. EXL.(+) INT.(-) EM.(+) INT.(-) 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 82 10 60.0 60.0 86.0 BOLO 10 60.0 60.0 90.0 80.0 10 60.0 60.0 60.0 80.0 10 80.0 60.0 80.0 00.0 10 50.0 60.0 BOLO 60.0 9 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 B4 10 60.0 -80.0 80.0 BO.0 10 60.0 60.0 80.0 -80.0 10 - 60.0 60.0 80.0 BO.0 10' 60.0 60.0 80.0 ' 80.0 10 60.0 60.0 80.0 40.0 9 533 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 10 60.0 60.0 80.0 00.0 10 , 60.0 86.0 80.0 80.0 10 60.0 BOLO 80.0 80.0 10 60.0 `60.0 80.0 BO.0. 9 60.0 60A 80.0 80.0 24-1/8 30-1/8 3E-1/8 - JB 48-1/8 96 10 60.0 60.0 80.0 80.0 BOLO 60.0- 10 60.0 fi . 80.0 80.0 0 60.0 60.0 9 60.0 60.0 80.0 80.0 GLASS TYPES W. 'B'. 'At'. 'Bl' INTERLACES WITH REM. E-W 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/B 102110 10 - - 60.0 60.0 10 - - 60.0 60.0 - - 80.0 60.0 - 60.0 60.0 60.0 60.0 - - 54.4 54.4 24-1/8 30-1/8 35-1/8 42-1/8 48-1/8 53-1/8 - ia8- 60.0 60.0 - - 60.0 60.0 - 60.0 60.0 - 60.0 00.0 - - 60.0 60.0 - - 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 - 114 - - - 60.0 60.0 60.0 00.0 60.0. 60.0 60.0 60.0 - - 60.0 60.0 24-1/e 30-1/8 36-1/5 42-1/8 48-1/e _120 - . 60.0 .60.0 ' 10 - - 60.0 60.0 10 - - B0.0 B0.0 10 - - 60.0 60.0 9 - - 60.0 80.0 GLASS CAPACITY CHARTS NOM..PAN0. WIDTH PY,07ANE, WIDTH _ I NOM. PANEL WIDTH NOM. PANEL WIDTH APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. EB E8.1 N is N is ` PRODUCT REVISED ' - - as complying with the Florida Building Code SILL RISER ITEMS Efi OR E6.1 ARE REQUIRED FOR LOADS NOA-No. 20-0729.06P ABOVE t60.0 PSF ONLY. Ez iration Date: 09/22/2025 ' By; Is-2 - Mlam�Dade Product Control NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 .1111111��IF1 F�Ii. 3/16" ANN. GLASS 3/16' ANN. GLASS 3/16' HEAT STREN'D 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. Soflex CP With PET Core Saflex CP With PET Core - OR OR By yR 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 090" Interlayer Saflex Clear And Color Gloss 09D' Interlayer Soflex Clear And Color Giese 090" Interlayer ' 090' Interlayer By 'Eastman Chemical Co.'_ By 'Eastman Chemical Co: Saflex Clear And Color. Glass Saflex Clear And Color Glass OR OR BByR'Eastman Chemical Co.' By 'Eastman Chemical Co,' ' ' 090' Interlayer SentryGlae 3/B' AIR SPACE .090" Interlayer - SentryGlas - 090" Interlayer 3/8' AIR SPACE. O .090" Interlayer .. - By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' SentryGlas _ SentryGlos - OR - OR By Kuraray America, Inc.' By 'Kuraray America, Inc.' - 0904 Interlayer 3/16- TEMP. GLASS Trosifol PVB 090" Interlayer Trosifol FVB OR '% . 090" Interloyer• 3/16'' TEMP. GLASS Xl OR .090" Interlayer - By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' Trosifol - Trosifol PVB. By 'Kuraray America, Inc.' By 'Kuraray America, Inc. 3/1¢"HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS 3/16' HEAT 'STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 791, M SILICONE GE SCS 1200 DOW CORNING 791, SILICONE GE SCS 1200 SILICONE GE SCS 1200 m 898„ 9ti3 & 995 m i 899, 983 & 995 ? m DOW CORNING 79'1, m Dow CORNING 791, ' � M1 � m M1 XL EDGE SPACER m 899, 983 & 995 z 899, .983 & 995 r, \ m ST. STEEL BY 'CARDINAL' a Ls M1 Cr 5 M1 XL EDGE SPACER . 'CARDINAL' OR n m SEATING BLOCKS n ST' STEEL BY - - DURASEAL BY 'QUANEX' - AT 1/4 POINTS ON LITES OR .. DURASEAL BY 'QUANEX' O SITTING BLOCKS - - AT 1/4 POINTS ON LITES -P'i O OR SUPER SPACER BY 'QUANEX' P'i YODER THAN 3fi a PDM - _ OR SUPER SPACER BY 'QUANEX'-.. W 1 WIDER THAN 36' PDM OUROMETER. 85t5 1 SETTING BLOCKS AT 1/4 POINTS ALL SIZES O py j j[[���� DUROMEfER 85t5 Q 1 , 1 SETTING BLOCKS [y [r PDM [WE� - AT 1/4 POINTS ALL SIZES W W DUROMLTER 85±5 SS PDM . WW �j W DUROMETER 85f5' GLASS TYPE 'A' GLASS TYPE 'At' GLASS TYPE 'B' GLASS TYPE 'Bl' 7/16' OVERALL LAM. GLASS 1' OVERALL INSUL LAM. GLASS _ � � 7/16' OVERALL LAM. GLASS 1' OVERALL INSUL LAM.. GLASS - PRODUCT , GLAZING OPTIONS ggREVISED e�iia ng icodewltn the Florida NOA-No. 20-0729.06 Expiration Date: 09/22/2025 - _ Miami -Dade Product Control �11111117111r _ I Title: _ ' Ore- W. Impact 11631 and �/( SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK ®Windows & Doom \� ���'' �icEnlS'' • Imelremwxa>sl- Date: - � R': CrI DOORS 0. RASD WINDOWS. 1(:• No. 58705 ' . GLAZING DETAILS 5122/19 s HIALEAH, F1.33a19 (305) SO&W90 _ �^I Revfslan: - Rev. 8Y• Rev. Date: PREPARED BY LYNN MILLER ;x1 •:, �r h ;' �' 7070 TECHNOLOGY O DRNE •, 1 TE ADDED BACKBEDDINGS AGK 7/21120 � N.VENICE•FL34275•F(pRDI,.•' (941) 480-1600 i lS ... I \ Serfes/1116de6• Style: Sheeh Draw(ng -No. Rev: 0NAL•1E�G��� SGD-150 LMI N.T.S. 14 OF 28 SGD150LMI-NOA A REGISTRATION $29296 _ _ _ A LYNN MILLER. P.E. P.E# 58705 DESIGN LOAD CAPACITY - PSF (ANCHORS) M PANEL W iNCNEs FW_OL�HBGHI alnm ANCHORS (TYPE A. S tr C) ANCHORS (TYPE 112) CLUSTER AT SnLEAqMrKK ENDS CLUSTER AT - STILE/INIUMON ENDS 4 8 a - 4 6 a EM.(+ INT.-) I INT.(- IXT.(+) INT.(-) EKr.(+) INT. -) EM.(+) INT.-) DR.(+) INT.-) 24-1/8 30-1/e 35-1/8 42-1/B 48-1/8 54-1/8 a2 80.0 - - 80.0 - . - aO.O - - 80.0 - - 80.0 - - 79.2 80.0 - 72.4 00.0 - 60.7 80.0 - 89.8 80.0 - 63.4 80.0 - .2.11 71.1 - 59.5 71.1 71.1 24-1/B 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 84 80.0 - - 80.0 - - BO.0 - - 80.0 - - 75.5 80.0 - 71.6 80.0 - 67.8 80.0 64.3 BO.0 62.3 80.0 - 59.1 80.0 80.0 58.4 71.1 71.1 55.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8, 90 sMo - - 80.0 - - 79.7 SD.o - '75.6 80.0 - 89.2 80.0 - 55.6 50.0 - 51.9 8D.0' - 58.7 80.0 SO.O 58.7 80.0 1 80.0 53.7 80.0 ED 24-1/8 3 - 38-1/e- e 4E1-1/8 96 BO.0 80.0 73.8 - 69.8 63.9 60.0 80.6 60.0 57.0 80.0 54.0 80.0 . IiEO 51.9. 77.9 1 80.0 49.3 73.9 BO.O 24-1/8 30-1/8 38-1/8 42-1/8 48-1/e 54-1/B 102 60.0 60.0 60.0 - - 60.0 - - 59.3 - 60.0 60.0 56.2 60.0 80.a 52.7 60.0 60.0 50.0 60.0. 60.0 47.9 8O.O 45.5 80.0 60.0 44.3 54.4 42A 54.4 54.4 24-1/8 30-1/a 42-1/8 48-1/8 108 90.0 60.0 60.0 - 60.038-1/8 55.3 60.0 [54.4 52.5 60.0 60.0 49.1 60.0 48,8 60.0 BO.O 44.5 41.6 60.0 54.4 42.2 39.4 60.0 64.4 ED.D54-1/8 54.4 24-1/8 30-1/8 36-1/B 42-1/8 48-1/8 - 114 60.0 -...0 6D.0 - - 57.2F55.4 60.0 51.9 60.0 60.0 49.260.0 45.9 60.0 60.0 43.660.0 41.5 80,0 60.0 39.460.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/B 120 60.0 60.0 58.8 60.0 80.0 54.0 60.0 48.a 60.0 60.0 46.3 43.1 80.0 60.0. 40.9 V 3B.9 88.4 60.0 38.8 .TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1 /4" ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) AT BRAD THRU 1BY BUCKS OR DIRECTLY INTO CONCRETE JAMBS 1-1/4" MIN. EMBED INTO CONCRETE EDGE THRU 1BY BUCKS OR DIRECTLY INTO MASONRY 1-1/4" MIN: EMBED MASONRY (® JAMBS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURESI 1 1/2" MIN. PENETRATION INTO WOOD 'TYPE 'A'- 1/4 KWIK-CON II+ BY HIL-n (FU-138 KSI, Fy-137 KSI) AT READ, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES SILT. & 1-3/8" MIN., PENETRATION INTO WOOD JAMBS TYPE 'B'- •1,/4" ULTRACON BY 'ELCO' (F-177 KSI. Fy-1s5 KSI) AT HEAD THRU 1BY BUCKS OR DIRECTLY INTO CONCRETE OR JAMBS 2" MIN: EMBED INTO CONCRETE (® HEAD) 1-1/4" MIN, EMBED INTO' CONCRETE OR MASONRY (0 JAMBS) 1 /4" ULTRACON+ BY 'DEWALT' (Fu-164 KSI, Fy-148 KSI) -THRU 1BY BUCKS OR DIRECTLY INTO CONCRETE ^1-3/4' MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY (0 JAMBS) TYPE 'C'- 1 /4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) AT HEAD' INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR OR , JAMBS INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 3 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) c TYPE 'B2'- �/4" DIA��LTRACON�'ELCODIA LILTRACON�'ELCO' (F-177 KSI. FY-155 KSI) c AT SILL �/4" DIA. LLTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) DIRECTLY INTO CONCRETE 1-3/4- MIN. EMBED INTO CONCRETE n 1 /4" KWIK-CON 11+ BY 'HILTI' (F-138 K51. FY-137 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD o DEWALT ULTRACON+ 'AND HILTI KWIK-CON II+ ANCHORS LIMITED TO A MAX. SHIM SPACE OF 1/4". HART FOR QUANTITIES 51Kuulum \ ART FOR QUANTITIES - �10GE DIST. 1B ODD BUCKS DIST -SEES TE SHEET 1 3 KSI I CONCRETE•• Z rr g�g ANCHOR TYPE A IBM O m= 2BY. WOOD BUCKS N N ANCHOR TYPE A p N OR WO s Y WOOD BUCKS INTO 3 KSI TYP ANCHORS IN _ CLU RS AT MTG, STILE METAL STRUCTURES NTERLOCK ENDS,_SEE- SEE SPEC BELOW CHART-FOR"QUANTITIES TYPICAL ANCHORS IN CLUSTERS AT MTG.. STILE & INTERLOCK ENDS, SEE CHART FOR QUANTITIES EDGE TA °3 5/8" p '"C NCRETE EDGE 3 5/6' DIST. jFE7UF7jVj Q _ ANCHOR TYPE B N ANCHOR TYPE C IRECTLY INTO 3 KSI CONCRETE g INTO METAL STRUCTURES o _ OR APPROVED MULLIONS -3 POURED & HARDENED�N-ML A NON -SHRINKAGE pG STRENGTH GROUT; - f'G = 5000 �S MISERS IN.' RSILL""�'-` l z SEE SHEETS 14, 15, 17 k NOT BY C I, MUST TRANSFER SHEAR- 18 FOR OPTIONAL SILL DETAILS LOADS STRUCTURE _ m N AND SHEET 13 FOR CAPACITY - t o g ...... ......... ... .... ...... + .... ...................... ..... • ICAL ANCHORS a' N CLUSTERS MTG. STILE CHART - a ANCHOR EDGE DISTANCES -Y3 5 '`• •4+ F EQUANTTTES INTO CONCRETE OR MASONRY = 2-1/2" MIN. w �• INTO WOOD STRUCTURE - 1" MIN. .EDGE NOTE:, INTO METAL STRUCTURE - 3/4-.MIN. R TYPE B2 ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN WOOD AT HEAD OR JAMBS SG = 0.55 MIN. DIRECT TO 3 KSI CONCRETE CONJUNCTION WITH GLASS CHARTS ON SHEET 13 LOWER CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. Dtawn By. APPLICABLE VALUES CONTROL 3 TRACK SYSTEM SHOWN ALSO 0-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. Tine: APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE PRODUCT REVISED SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK FOLLOWING SHEETS FOR DETAILS. as complying with the Florid Building Code - ' ese peon: Data UMR EXL(+) LOADS TO B0.0 PSF FOR DOORS W/0 REINFORCING ALL SIZES NOMNo. 20-0729.0 - UMIT EXL(+3 LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPFO 96 IN. HT. Expiration Date:09/22/202 ANCHOR LOAD CHARTGSNCHOR DETAILS 5/22/19 UMR FIT.(+ LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. Hi. UPTO 120 IN. HIGH. - By: Ira �� t.G/,., . Ravlon: Rev. By. Ra Date: WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION.CONDITIONS SHOWN APPLY TO ct Control ADDED ANCHORS AND RE -FORMATTED SHEET AGK 7/21/20 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH - Sedv/Model• Scale: Sheet: - DmMing No. -Rei TRANSFER THEM TO THE BUILDING STRUCTURE STD: FRAME HEAD AND SILL SGD-150 LMI N.T.S. 15 OF 28 SGD150LMI-NOA A -'� ANCHOR TYPE A INTO 29Y WOOD BUCKS OR WOOD STRl11C1T,l9REBIII/i�7 ®Imp2e1REIBieterd �.`� r0 I.•..•.. Windows & D0013 _3,\N V10ENS''•���'; reREBmox6ER- � Q-.• '•.� COI DOORS AND WINDOWS, IND. - NO. 56705 3780 W 1041H STREET - '{T .� HWFAH, FL33018. /j _ (305) 593-UN (�\, PREPARED BY LYNN MILLER •'. 7 �r_�Fo.-- 1070 TECHNOLOGY DRIVE 0 S AT N. VENICE, FL 34275 (941) 4B0-1600 %,T�.''•.•FIOIDI'.•'' \',`��. �, s • RG REGISTRATION 829296 TONAL A. LYNN MILLER. P.E. P.E.# 58705 SEE SHEET 15 FOR ANCHORS EDGE DIST. 3 5/8" EDGE • Dlsr.. O a 0 a POUREC HIGH 5 NON -SI NOT BY / MUST T ►� w w Ilt`�-f�Jl� SEE o FOR ANCHORS THREE (3) TRACK 111. DETAI WEEP SIZE 1/4" X 1/B" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0729.06 Expiration Date: 09/22/2025 By: DECORATIVE MlamFDade Product Control SILL COVER OPTIONAL ILL RISER EOD. FOR LOADS BOVE +60 PSF 11 SILL RISER REOD, FOR LOADS ABOVE +60 PSF, 1 3•KSI CONC. . . . •' • ' EDGE DIST.•.. e •x� ;� 3 5/$. rBa: Drawn By ImpeetResistant ONNN �_��•'' ?��C�''; SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK ®WiindB s & Doors ` LICENSE �P rip an: ... - Data: - CGI DOORS AND WINDOWS, ING 37e0 W I01TR STREET �.• . _ No. 58705 3-TRACK DOOR DETAILS . 5/221.19 HIAIEw,rtsaota t3as)sas-esen Rwvtslan:. Rev. By: Rev. ., PREPARED BY LYNN MILLER -'D . •, 1070 TECHNOLOGY DRIVE 0 •• TAT 441 NO CHANGES THIS SHEET AGK 7121/20 N. VENICE. FL 34275 OF ORION •'\G\\ Series Model: Scala: Sheet: Omwin No, - # Rev. (941)480-1600 `// S/ `_ // Na(- `- SGD-150 LMI N.T.S. 16 of 28 SGD150LM1-NOA A REGISTRATION#29296 r/. Ic r t r i i I t i i I I A. LYNN MILLER, P.E. P.E# 58705 EXTERIORall LOCK STIL INTERLOC (REINFORCED) DOOR F 1XB OR LARGER WOOD BUCKS 0 RODUCT REVISED complying with the Florida hiding Code )A -No. 20-0729.06 piration Date: 09/22/2025 lama -Dade Product Control INTERLOCK (REINFORCED) 810 X_1-1/4- SS PH O- 1 PER C'. N 3 PER PANEL - AT 1a" FROM EACH END- O L12 AND AT MIDSPAN #8 X 3/4e SS FH SMS LOAD BEARING SHIM .METAL ,1 PER CUP STRUCTURE 1/27 MAX. LOAD BEARING SHIM w TYPICAL ANCHORS SEE ELEV. U Z. FOR SPACING,- . - z, TYPICAL ANCHORS • SEE ELEV. - •.:� fFOR SPACING - -� M ii Lj DOOR FRAME WIDTH I - tl - - • , FIXED PANEL EXT. 1II'i u u i/ii i..•°; n0e: nmwn By. Impact HildstaldN�4i''�.� t... •� • SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ®Windows & Doors ttawssnmll�t� .•'• CEN EXTERIOR escnP an Dote: CGI DOORS ANDWINDOWS, INC. s78ow1oaTHsl�r :; NO.58705 i uuurt rrtnma muin _ lY 3-TRACK DOOR DETAILS 5/22/19 HUIFAKFLM8 DOOR FRAME WIDTH O� 2X8 OR LARGER WOOD BUCK Revision: Rev. qr Rev. Oats: PREPARED BY LYNN MILLER �} P OR 1070 TECHNOLOGY DRNE �0�`•, ST TE•' (V�� WOOD STRUCTURE NO CHANGES THIS SHEET AGK 7121/20 N.vENICE,FLsaz7s ��•:,F(ORIOw,.°'G���` (941) 480-1500 THREE TRACK DOOR DETAILS sedr�/uaee� sesia: Sh"t; omwing Na. Rer REGISTRATION #28298 �// / NAL N `�� SGD-150 LMI N.T.S. 17 OF 28 SGD15OLMI-NOA A I'ltill It"' \ � A. LYNN MILLER, P.E. P.E.# 68705 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS , cs ca WEEP SIZE 1/4" X 1/8p gZ EDGE DIST. 1 3/4• z5 e EDGE DIST. m= a; 3 KSI. CONC. 'jd • ms m; 3 KSI CONc. REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS N N V, .. . POURED & HARDENED HIGH STRENGTH GROUT SILL RISER ' NON —SHRINK, NON —MET djjC EB REQD FOR LOADS _ 1'0 — 50110 PSI MIN. CGI WINDOWS ® ABOV +60 PSF - M3 - MUSTNOT.BYT MUST TRANSFER SHEAR , LOADS TO STRUCTURE _ Et y '�� a y G • • e 1 OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL 1 SILL RISER Eat OPTIONAL FOR LOADS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0729.06 Expiration Date: 09/22/2025 By;. 1 sr: z 1. 4!1,-1. Miami -Dade Product Control a KSI CONC.3 KSI CONO. EDGE DIST. "SEE,.,SHEE@7r EDGE DIST. 1. S/4"SEE SHEET 15 FOR ANCHORS 15 FOR ANCHORS - -- - TW (2) TRACK DOOR DIET AIIS 71u.. Dmrn 8,. Impact Rl sMairt SENTINEL 150 ALUM SLIDING.GLASS DOOR (L.M.I.) AGK ®Windows & Doors •' vCENsF'•.!� Desrafp on: COI DOORS WINDOWS, INC., = No. 5R705 Date: -, - 2-TRACK DOOR DETAILS 5/22119 37HWLEAH,FL=18 (305) 5s. - L -_ 7) ••• ' Revlslm: - Rev. W. Rev. Date: PREPARED BY LYNN MILLER d"IPFO..1070 o'S NO CHANGES THIS SHEET AGK TECHNOLOGY DRIVE N. VENICE, FL 34275 ATE'��- '•. �[oRIDa,. 7121/20 (941) 46D-1600 �` [� �j� ���Si�01�ALIE:, • SeAes/Nodeli Smle: Shael: Drawing No. Rev. REGISTRATION#2p208 SGD150A N.T.S: 18 of 28 SGD150LMI-NOA A ' ALYNN MILLER, P.E. P.E.# 58705 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2' MAX. ' LOAD BEARING '#10 X 1-1/4' SS PH SMS - SHI 31 1 PER COP #8 X 3/4- SS FIR SMS - - M2 1 PER CUP z z U . O n ,' w :.. EB U FIXED PANEL WOOD BUCKS NOTE SHEET 1 TYPICAL FOI 0 O O O- O PRODUCT REVISED Ea E9 as 1iing with the Florida , ASTRAGAL Building ode .. INTERLOCK NOA=No. 20-0729.06 - (REINFORCED) EXTERIOR Expiration. Date: 09/22/2025 By- ' Mlaml-Dade Product Control _ DOOR FRAME WIDTH Oz L1 Z o X 1-1/4- SS PH SMS 1/4' MAX. �o #10 1 PER COP LOADSHIEARING METAL .. . 1/2- MAX. LOAD BEARING TYPICAL ANCHORS SEE ELEV. 8 X 3/4' SS FH SMS . STRUCTURE - SHIM FOR SPACING 1 PER CUP - ' TYPICAL ANCHORS ' ELEV. . ' USEE FOR SPACING - . ,• • ,�, L EXT. EXTERIOR DOOR FRAME WIDTH DOOR FRAME -WI " - tWO 2 TRACK - DOOR DETAIL FIXED PANEL nte: omrn Rr• , Impact Realstwit •...�..!,g� . SENTINEL 150 UM SLIDING GLASS DOOR (L.M.I.) AGK ®WiDdoara A Dlmra ��•• UcenrS.' �! tuelEtlnloa�n— � Q-.: %F�y . - Oste: CGI DOORS AND WINDOWS, INC. NO. 5870 97AIN104THS eEEr 5 '.• 2-TRACK DOOR DETAILS 5/22/19 H10 CM5)593-6M Q _ -p ' Revision: - Rev. By. Rev. Oota.- PREPARED 6Y LYNN MILLER • 7i� ,:� ��` •'. `� :glATl7L+ NO CHANGES THIS SHEET 1070 TECHNOLOGY DRIVE O N.VENICE,FL34275 �� AGK 7/21/20 •.,F(pRIDP,.•' \_ (941)480.1fi00 i is ••. RI C• Serles/Madel: Smlc- Sheep nq No. Rer. ''� s/onVaL SGD-150 LMI N.T.S. [tD15OLMI-NOA 19 OF 28 A REGISTRATION#2929fi- " A LYNN MILLER. P.E. P.E.# 58705 SHEET 15 FOR ANCHORS la" A, rnn-r C POURED & HARDENED ,HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC •fie = 5000 PSI MIN. - NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS,TO STRUCTURE �C .NZ= • SEE SHEET 15 FOR ANCHORS FOUR (4) TRACK DOOR DETAILS EFER TO SHEET 15 FOR VARIOUS ISTALLATION CONDITIONS. WEEP SIZE C II II OPTIONAL SLANT SILL ADAPTORS - DECORATIVE SILL COVER ' OPTIONAL 1 II .I I. OADS PSF SILL RISEEB REOD. FO® � ® ABOVE + JAB ® T T O ® 1 PRODUCT REVISED as comp)y)ng with the Florida BUIId10 Code .. .... ......... ... .... ..... ......... ......... :... ..-.. ....: B ...... ...... .... ...... ............................ NOI1rNo. 20-0729.06 �.... . Expiration Date:99122/2025 . • .� n. 3 KSI CONC. • �' . _, ;�!a. 3 KSI CONC. - BY: rnrc nIST _ • 3 5/$" • . EDGE DIST ' ' 3 5/B Mleml-Dade Product Control SENTINEL 150 ALUM SLIDING GLASS DOOR D—n 6b, AGK OImpact IIBI• ent Windows & Doors. `• `�� 'C� •' tGEM •' l��! /: (L.M.I.) we9tsmoxnen- COI DOORS ANDWWDOWS,INC. - 7¢ f . NO.58705 De pll= Data • 4-TRACK DOOR DETAILS 5/22/19 3780W1DRHSTREE'rHIALE (305)5 3-H. 5DO, 5 -• ;.. Rev. PREPARED BY LYNN MILLER (U; Revision: Sy. Rev. Date: 1070 TECHNOLOGY DRIVE .�. Q••, : T •ATE 1 c<SS•°tomo);..�G���� NO CHANGES THIS SHEET AGK 7/21/20 �saijaeois6oFIL S4z75 vv/l QNAL C•� ���\ Series./Madd. - Scala: Sh-t: Dmrrng No. Rev. - _ REGISTRATION #29206 111 1 1 1 1 1 01 % SGD-150 LMI N.T.S. 20 OF 28 SGD150LMI-NOA A ' A LYNN MILLER, P.E. P.E.# 58705 SEE ELEV. FOR SPACING 1/2• MAX. LOAD BEARING SHIM M1 W N UW. �pyp Z N 4 N ; •• v �.: B Z1XBOR LARGER WOOD BUCKS 1 /2" MAX. TYPICAL FOI PRODUCT REVISED _ as complying with the Florida. ' - Building Code ' NOA-No. 20-0729.06 Expiration Date: 09/22/2025 ' Mia'"ade Product Control 1/2" MAX. LOAD BEARING #10 X 1-1/4" SS PH SMS OO SHIM 1 PER CLIP 00 3 PER PANEL Z o TYPICAL ANCHORS AT 18" FROM EACH END M2 SEE ELEV. AND AT MIOSPAN 1/4" MAX. FOR SPACING �8 X 3/4" SS FH SMS LOAD BEARING. METAL - - 1/4" MAX. 1 PER CLIP SHIM STRU STRUCTURE LOAD BEARING METAL - - • L3 SHIM STRUCTURE TYPICAL ANCHORS SEE ELEV. ' m FOR SPACING EXTERIOR TYPICAL ANctloas Ll N •; SEE ELEV. n FOR SPACING m • O N ' N EXTERIOR o DOOR FRAME WIDTH c ' w EXTERIOR EXTERIOR w - Titfe: umwn N': hoped Resistant .\" ' r yI � ff/ SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.L) AGK® �8301> !I'I��!!� ` �� O �ENSeCGI DOORS AND WINDO Y- Dote:, 4 TRACK DOOR DETAILS 5/22/19 3700 W 104TH STREET: tIIALEAH,FL3301B (30�69y�g� .*- :. NO.587D$ _ i s'r 2X6 OR LARGER WOOD BUCK FOUR 4 TRACK DOOR DETAILSDOOR DETAILS PREPARED BY LYNN MILLER _ ' —� - Revlefan: Rev. By.* - Rev. Date: OR - WOOD STRUCTURE N, VENICE, F1070 � 5LOGY DRIVE �1' i�O •. r2-0 = W NO CHANGES THIS SHEET AGK 7/21/20 . J. 342 (841)480-1BOO %'��'•.• f4 GRID r•.••• Sed /Model• Scale: . Sh-t. Dmwing No. Rev: REGISTRATION#29296 i is C7 '�.,S70AIAl- SGD-150LMI - N.T.S. 21 of 28 SGD150LMI-CA A A. LYNN M`1 f �k1. 0.b 1 P.E.# 58705 y10-16 x 1/2• . HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12' O.C. O135' CORNER �4,�, #10-24 X1/2- FH THREAD CUTTING SCREWS AT 6' FROM ENDSI & 12" O.C. EXTERIOR' 4BLE FOR OUTSIDE CORNERS ONLY AT 6" FROM ENDS & 12' O.C. 1 3/4' 3 5/6". 3 5/8" . (4) ANCHORS (4) ANCHORS EMT 6 Ig• 8' (6) ANCHORS -7- -�1 _ (6) ANCHORS 6 -1-- 1,63 k-j 6" 3• r� 3 T- (8) 3 k.43T ANCHORS • (8) ANCHORS 16 -3 1 The: -�I a. I 3' �. 1 3' B' SENTINEL 150 ALUM SLIDING -GLASS DOOR (L.M.I.) AGK TWO (� TRACK- THREE '(,'� TRACK FOUR (41 TRACK TWO P(2) TRACK . THTHRECK FOUR (4) TRACK LIQSCILDI • CORNER DETAILS &0.1— . NO CHANGES THIS SHEET SGD-150 LMI I N.T.S. 122 OF 28 r1a1e: '5122/19 7AGK .t7/21/20 "Wag No. - Rm S0D150LMI-NOA A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0729:06 ' Expiration Date:09/22/2025 By.._ ist....�..t. Miami -Dade Product, Control 11111Ilr! OIMPSGIRedstaot k vAndow & DoomWHErniomm- ,` �� .. Ices '! •� P:• '•.� OGI DOORS AND WMDOW6, INC. 3788w 104Ti STREET - , No. 56705 NULEH,FL33018 _ PREPARED BY LYNN MILLER U(�7 �p •'. v ' 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 S AZI Z CV (941)480-1600 T i�`s'-•;�[ORIDi`.••;G\?� REGISTRATION#29206 l rr711111111� A. LYNN MILLER, P.E. P.E*58705 . - TYPICAL ANCHORS TYPE A. 8 OR C M AT 6' FROM ENDS AND 9' O.C. INTO WOOD/CONC./METAL 1-1/8' MIN. 6' O.C. INTO BLOCK ONLY - 1-1/2- MIN. WOOD EMBED TYPICAL PAD PILE INSTALLATION LOCATION SEALANT- EDGE DIST- 1-1/4- MIN. BLOCK EMBED 1-3/4' MIN. CONC. EMBED - 1/8- MIN. METAL -THICKNESS EXTERIOR MOUNTED ;, CLOBLOCG. z POCKETED JAMB + .f wooD METAL COX TYPICAL AT PANEL 4 CORNERS EXTERIOR POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ PRODUCT REVISED O noO - as Complying with the Florida Bullding Code _ NIOA-No. 20-0729.06 Expiration Date: 09/2212m - Mlaml-Dade Product Control 111 fl/j `�+lull 7Nle: Drawn W. OImpeetRsWstard �`` �.Gr.... �/ 4,1 ••!(� SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK W ridan 6 Doors Y,MS19ONBEF& _�.•' �iDEr-1 `2. - _ No.58705 '. Descdp6an: CGIDOORS AND ��DDOWS,I=. HW.FAH,FL33018 DETAILS 5/22/19 =-gyp •. �% z l Z .••• $ .; :�,�'•• ATE F RaWsron: Rev.By Rev. Dote: PREPARED BYLYNNMILLER PREPARED 1070 TECHNOLOGY.DRNE NO CHANGES THIS SHEET AGK 7121/20 N.VENICE,FL34275- •. (�\ %(0 •.POFIOP'G��� ` S :• (941)480-1600 , ''rs�oNAL Series/Model: Scare: Sheet: Dmwing No. Rev, REGISTRATION#29296 7jl 1+1`. 111111 SGD-150 LMI N.T.S. 23 of 28 SGD150LMI-NOA A • A. LYNN MILLER, P.E. P.E#58705 CODE PART No. DESCRIPTION MATERIAL MANOF. RENARRS CODE PART No. DESCRIPTION MATERIAL MANUP. -- REMARHS E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - M2 CGI-171C FIXED PANEL CUP (2-1/2' LONG) 6063-T5 - ' 3 D FIXED PANEL E2 CGI-151 FRAME JAMB-2 TRACK 6063-T6 CGI EXTRUDER - M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL , E3 CGI-186 - FRAME HEAD 2. TRACK _ 6063-T6. CGI EXTRUDER - - MID _ CGI-170 FRAME HEAD ANTIUFT k PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - M11 W2320ING 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-T6 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 CORNERPANELSSTLIST AMESBURY. 2 PER OPERABLE PANEL . EB CGI-157 SILL RISER 6083-T6 CGI EXTRUDER - M14 SGD-5DO - DUAL MORTISE LOCK STLIST SULLIVAN ATTACHED TO 'SGD-503 E6.1 CGI-181 ALT. SILL- RISER(OPTIONAL) 6063-TS CGI EXTRUDER - M14A PSOI-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO MISA E9 CGI-158 INTERIOR TRACK ASTRAGAL - - - - 6063-TS CGI EXTRUDER. - M15 SGD-507 .KEEPER ZINC SULLIVAN INST. W/ 2 #10X3/4- PH E10 CGI-159 INTERLOCK REINFORCING (LENGTH FRAME HT. - 87 6063-T6 CGI EXTRUDER - M1SA SGD-507N KEEPER ZINC INTERLOCKS - INST. W/ 2 #10X3/4- PH Ell CGI-1B2 FRAME SILL 3 TRACK 6063-T6" CGI EXTRUDER - M16 SGD-5G3 RECESSED ADAPTOR _ZINC SULLIVAN INST. W/ 2 g10X3/4' FH E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - Mt6A PS61-0036-117 RECESSED ADAPTOR - ZINC INTERLOCKS INST. W/ 2 #lOX3/4- Fit E13 CGI-1115 FRAME HEAD 3 TRACK 6063-76 CGI EXTRUDER - M17 SGD-5500 HANDLE SET - ZINC - SULLIVAN/INTERLOCKS - E14 CGI-168 OUTER TRACK ASTRAGAL 6053-76 CGI EXTRUDER - M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - E15- CGI-170- - POCKET HOOK 6063 T6 CGI EXTRUDER - M19 SCS2000 SILPRUF SEALANT SILICONE GE - E16 CGI-121 . 7/16- GLASS GLAZING BEAD 6063-75 CGIEXTRUDER- M20 CGI-177 PANEL. TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL_ E17 CGI-123 1- GLASS GLAZING BEAD 6063-TS CGI EXTRUDER - M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUN. 1 PER INTERLOCK/ASTRAGAL E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-TS CGI EXTRUDER - M22 - WS-201 SILL INTERLOCK PILE PAD - WOOL - ULTRAFAB OR EQUIV. " E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-TS CGI EXTRUDER - M23 HB-12-10042 •350" REACH POCKET SEAL - -AMESBURY - - F20 cm-155A MAIN STILE (OPTIONAL) 6063-TS CGI EXTRUDER - S2 - #10 X 1 1/4' LG. PHL PH: SMS. ST/ST. ASY. SCREW - - .2 OR 3 PER CORNER E21 CGI-15SA TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI 'EXTRUDER SINGLE LOCK' FOR ALL PANELS WITHOUT CORNERS - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT PRODUCT' REVISED MAIN STILE AT 40" FROM BOTTOM as complyingwith the. Florida SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) Buildinoe ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-11.7) NO -No. 20.0729.06 ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) Expiration Date: 0912212025 ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) ey; _ 1s •-� Miami -Dade Product Control DOUBLE LOCKS: READ. AT 90' AND 135' CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM BOTTOM ' SS MORTISE LOCKS WITH RECESSED. ADAPTORS (PART #HD-3310141) ; E22 CGI-15BA ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E23 cm=168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E24' CGI-180 DECORATIVE SILL COVER "(OPTIONAL) 6063-T6 CGI EXTRUDER - E25 CGI-184 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - E27 _ CGI-187 - 2, 3 & 4 TRACK FRAME HEAD. SCREW COVER 5063-T5 CGI EXTRUDER - - E27 CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 8083-T5 CGI EXTRUDER - E28 CGI-1028 FRAME HEAD 4 TRACK 6063 T6 CGI EXTRUDER . - E29 CGI-1029 FRAME SILL 4 TRACK 6063-TB CGI EXTRUDER - E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - E31 CGI-1057 FEMALE CORNER ADAPTOR (9(1') 6003-TG CGI EXTRUDER - E32 CGI-I058 FEMALE CORNER ADAPTOR (135•) 6063-T6 • CGI EXTRUDER - E33 CGI-1059 MALE CORNER ADAPTOR - 6063-T6 CGI EXTRUDER - M1 CGI-382V GLAZING BULB VINYL (DUROMETER 75-BD SHORE A) PVC - -- ,_/ 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 . Title: - - - Orarn Ny. SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) - AGK OlmpactRedsW Windows 8 Doors W¢I�5180R10DP Date: - CGI DOORS AND WINDOWS, INC. 3790 W 104TH STREET BILL OF MATERIALS 6/22/19 „1A1YJY,M,cv. s (305) 5935590 Ravtdon: - - Rev. By: Rev. Date: PREPARED BY LYNN MILLE 1076TECHNOLOGY DRIVE NO CHANGES THIS SHEET AGK 7/21/20 N. VENICE. FL 34275 (941) 48D-1600 Sedea/ModeF Sole. Sheet• OmWng Na. Rev: SGD-160 LMI N.T.S. 24 OF 28 1 SGD15OLMI-NOA I A REGISTRATION JY19296 �� C ,. r 1,IGEIJSF •. �(�� ; No. 58705 A. LYNN MILLO� EJ I hf1_# 58705 ' 4.735 L .070 .850 .847 25 1.0 FAI;i � 1.25 E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) I a n I .995 .075 ,075 070 2.600 2.600 Q TOP/BOTTOM HORIZ .640 ,753 3.000 995 =735-�.070 5.921 E7 0 FRAME SILL (2 TRACK) _ 1.490 1.415 FRAME SILL (3 TRACK) i man-3.750 -2.005 OUTER TRACK ASTRAGAL STILE E23 OUTER TRACK ASTRAGAL (OPTIONAL) E9 INTERIOR TRACK ASTRAGAL STILE . - r.1 1.825' - I I r.125 ' ,rLj L-- INTERLOCK REINFORCING .625 1.920 �0 ® F ,625 SILL COVER(OPTIONAL) Ee MAIN STILE 3.000 995 095 1.770 1.415 oso 2.005 EO INTERIOR INTERLOCK 1.186 .995 �-• .060 1.831 1.501 .15fi 3.000 E4 EXTERIOR INTERLOCK 741 .675 .995 .050 .975 1.184 GLAZING BEAD , LAM. GLASS 1.508 .725 ,065 I 64 .125 M2 FIX. PANEL CLIP 120 .0070 1.366 .695 . 265 E8 SILL RISER (OPTIONAL) ��.120 .995 .05DI 75 .1.184 f� GLAZING BEAD INSTIL LAM. GLASS 1,186 i .060 1.831 1.501 .156 3.000 EXTERIOR INTERLOCK (OPTIONAL Ll 1.625 .5B2 2.120 C C POCKET HOOK TRACK SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.1.) I AGK TOP/BOTTOM HORIZ 1.415 ® MAIN STILE (OPTIONAL) 3.000 095 1.770 - -1.415 oso' 2.005 INTERIOR INTERLOCK (OPTIONAL) L-T -- o6z. EXTRUSIONS 5122/19 ReHslen: - Rev. 6y: Rev.. D.I. I NO CHANGES THIS SHEET AGK 7121/20 .625 I Se,WlNodal: Scale: Sheaf: D-!ng N.. I I Rei SILL RISER (OPTIONAL) SGD-150 LMI N.T.S. 25 OF 28 SGD15OLMI-NOA A PRODUCT REVISED as compiling with the Florlda Building COde ' NOA-No. 20-0729.06 - - Expiration Date: 09/22/2025 Miami -Dade Product Control. ` �1 L1111r1rlr� Olmpacl Res1> laid ON wens SmnaltR- CGIDDDRSANDWINDOWS,INc. • P va0wiaaTHs'IAEEr - 1*i ::. No.58705 HWLEAH,FL=18 (305) 6936590 PREPARED BY LYNN MILLER •'. 1070 TECHNOLOGY DRIVE flF' N. VENICE, FL 34275 �'.�'••;F(ORIGF�,••'G�R (941) 480-1600 i lS REGISTRATION #29296 A LYNN MILLER, P.E. P.EA 5B705 4 IF') FEMALE CORNER FEMALE CORNER MALE CORNER 510 J .060 � .260 .640 ® FRAME HEAD'COVER., .080 1.621 .640 .344. .625 ® FRAME SILL COVER E2 FRAME JAMB (2-TRACK) .243-�i 1.781 - .080 1.620 —IL © FRAME JAMB COVER - 5.951 .080 1.620 .725 b .Ds5 .125 . .545 090 1.620 1.508 ' . .065 .825 .664•—I 1�• FRAME JAMB (3 TRACK) tf2 FIXED PANEL CUP PRODUCT REVISED ' - as compsyIng with the Florida Bullding Code - NOA-No. 20-0729.06 Expiration Date: 09/22/2025 Miami -Dade Product Control _ ��111111f11��• 7i8e: — Dram W. ImpactReeilit811t r SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ®vAndews & Doors '' . q,�•'• 1,1GEPJS�'•, (�� YIFPESIItgN�i� CGI DOORS ANDWINDOW9, INC. 8TM W 1G4TH STREET i ND. 58705 . °a EXTRUSIONS 5/22/19 (305)593 4580 tor- ( Revlefan: - - Rev. 6Y Rev. Data: PREPARED BY LYNN MILLER ••• '•• �11I 12 O Q' NO CHANGES THIS SHEET 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 S Q TATE OF AGK 7/21/20 (941)480-1600 %�'n ''•:�omD�..'G=�` /uSI • • . • • • • • •t�N ��\ �17j�NAL Sed /Yodel Scnle: Sheet- D—Ing Na Rev. SGD-150 LMI N.T.S. 26 OF 28 SGD150LMI-NOA A REGISTRATION#29286 10o ' A LYNN MILLER. P.E. P.E.1158705 9 FRAME BOTTOM CORNER 4 TRACK SHOWN 7.750 .0180 � .925' .857 1•250 FRAME HEAD (4 TRACK) .oe0 2.600 753 T 7.730 -. E29 FRAME SILL (4 TRACK) PRODUCT REVISED as complying with the Florida Building CCode NOA-No. 20-0729.06. Expiration Date: 09/2212025 By; S2 Miami -Dade Product Control SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) I AGK DaaMpHom Date: INSTALLATION DETAILS, EXTRUSIONS 502119 Radaion: Rev. By. R-. Data: NO CHANGES THIS SHEET AGK 7121120 SeAaa/Lfodet Smle: Sheet - Dmwfng No: - R., SGD-150 LMI N.T.S. 27 OF 28 SGD15OLMI-NOA A FRAME JAMB �11111111, . Impact Waled - �•` t\Y L,I! I .Nl ..... ,r ��O COI DOORS AHD W NDOWS, NO. P' 3780 W 10fM STREET _ -; No. 58705 HALEMLFLSWIB tom) _ -PREPARED BY LYNN MILLER TECHNOLOGYDRNEN. "; 7QQ1070 e VENICE, FL 34275 �.P • ••••"�oRIDL`.••.G\=� (941)480-1BOO �0 ALL REGISTRATION il29296 \k.���� A. LYNN MILLER. P.E. P.E# 58705 - J PANEL TOP/BOTTOM CORNER MITERED BEAD CORNER (TYPICAL) %: PRODUCT REVISED as eompiying with the Florida Butlding Code NOA-No. 20-0729.06 Expiration Date: 09/22/26" , By:_ Ir'-a PANEL TOP/BOTTOM CORNER MlamHDade Product Control FRAME BOTTOM CORNER 2 TRACK SHOWN SQUARE BEAD CORNER (OPTIONAL) Tiff. - Dmwn W.ImpactReslstaBt �` \�� .. •. A-1• SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK ®WIndma & DoorsDe @': •.��' rieraEslenllntR- CGI DOORSANDWNDOWS, INC. � _ .: No, 58705 ... fptlm D.M. INSTALLATION DETAILS 5122/19 378ow104TtSTREET C30b)6rs93 5 J901B 3osieseo PREPARED BY LYNN MILLER _ _ ''� •t ��_(77 fl •' al ••, Revision: Rev. By. Rev. D. 1070 TECHNOLOGY DRIVE ��T o� F��- NO CHANGES THIS SHEET AGK 7/21/20 N. VENICE, FL le41j4e0-1600 : '• �<ORlpf •.• \�� ,/SSA •..... �G��� // �niqL Series/Modph. Smla: Sheet Omwing Na. Rer. - REGISTRATION#282B6 /iillllllltt�` SGD-150LMI N.T.S. 28 of 28 SGD15OLMI=NOA A A. LYNN MILLER. P.E. P.Ed 58705