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HomeMy WebLinkAboutProduct Approval (2) M IAM I•bADE � MIAMI-DARE COUNTY ODUCT CONTROL SECTION NOV 26 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) St.Lucie County Miami,Florida 33175-2474 -BOARD AND CODE ADMINISTRATION DIVISION Per ittingT 7g6)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) v/econom CGI WINDOWS and DOORS,INC. 3780 W. 104"'Street FRe COPY CODE COMPLIANCE Hialeah,FL 33018 ST. L CIE Co Y SCOPE: (� [f I f This NOA is being issued under the applicable rules and regulations govern g W 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: 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 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 shun not to exceed'/2"at Head/jambs& '/2"at Sill(w/High strength poured&hardened grout). The Sill to be installed w/anchor type B-2,directly into conc. 4. Units containing 901& 1350 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. Chanda,P.E. MIAMI•DADE COUNTY 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: EVIDENCE SUBMITTED 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 150 Alum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 0l/I 1/16, 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 & 0XXX,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. signed& 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. 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 241 l 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 51 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. 14-0916.11 issued to Kuraray America, Inc. for their"Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 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 51 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. Ishaq L 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(61'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 917-1011.18, 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 SUBAUTTED 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 61 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. Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No.20-0729.06 Expiration Date: September 22,2025 Approval Date: September 10 2020 PP P 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 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. 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 Dowsi1791 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: . 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)FT1-20-2107.2, 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 71 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. 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 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. 19-0305.02 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 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 019-0603.03, 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 Date: September 10,2020 E-6 THESE DOORS ARE RATED FOR LARGE 8c SMALL MISSILE IMPACT. "SENTINEL" SERIES SGD150A ALUMINUM SLIDING GLASS DOOR 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 EDTDON)/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 BuiAND INSTALLED PER MANUT"S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE NOA-Ng code MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ' OA-No. 20-0729,08 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. 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 REOUIREMINT BASED ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE USING APPUCA13LE 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. I LAMINATED GLASS AND LUMATED INSULATING GLASS STEP 4 THE SHALL APPLY TO VALUE RESULTINGSYSTEM FROM STEPS 2 AND 3 LARGE/SMALL MISSILE-WACT `TI111111111 Rpo: Drown fTy: ♦ LYNjVtij� SENTINEL 150 ALUM SLIDING GLASS DOOR(LMI) AGK ®WIBdOU&DDOM tmtresmmmts- POaa Data COI DOORS ANDWPIDOWS.INC. �'• P Sm A10mSf�e� >r, No.58705HWH.FL sT- COVER,INSTRUCTIONS 5/22119 �gyTegig gg Revision: Re,W. Rm Data PREPARED BY LYNN MILLER 7 Q 1070 TECHNOLOGY ORWE �0••• � �;:�T[/` UPDATED TO FBC 2020.ADDED ANCHORS&BACK. AGK 712V O N.VIENICE,F034275 �,I%N'. AT F,FL ORID�.•'G\�� Sariee W deL• Seale: Sheeh plowing ft. Rev:: 'v�S/O• •.•••�\ ��� SGD-150LMI NTS 1 OF 28 SGD150LMI-NOA A REGISTRATIONffi2S2S0 �11j11VAI101��� A.LYNN MILLER,P.E. P.E#58705 6' 3' (8)ANCHORS CLUSTER SHOWN _ M X 3 TRACK M 282 13/16' MAX. HEAD ANCHORS DOOR FRAME WDTH 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. 1 13/16' SEE CHART ON SHEET 15 FALSE MUNTIN FOR CAPACITY HEAD/SILL MIN. OPTIONAL A C E � CORNERS PRODUCT REVISED as complying with the Florida m REINFORCING Building Code AT INTERLOCKS NOA-No. 20-0729.06 G II H H j, J FOR SHEET 1 M ONAL Expiration Date:29/2212025 Mleml-Dade Product Control io 2 1/B it 1a w \ a 2 POINT D.L.1 PG 1 J !E ti SINGLE LOCK . OPG. ED �• SEE SHEET 24 0 V FOR DESCRIPTION z // ro 1 I o4 1� . < O 0� -is z�UO g<� m 1 LIJ a�l y POCKET JL m� (6)ANCHORS SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE 46 1 8' (SEE SHEET 6,8, 11 �z ENDS INTO CONC.AT 3"O.C. SEE CHART ON SHEET PANEL WIDTH 48 1/8' & 12 k DETAIL M ON z CLUSTER SHOWN POCKET 15 FOR CAPACITY ppNp•WIDTH SH 3) JAMB ANCHORS 3 TRACK -' - (SEE SHEET 23 FOR JAMB ANCHORS 4, •.• ••• ••• TYP.INSTALLATION) z �6- -MAX• 3" 3 TRACK M g B TM D F LL ANCHORS B' B` (1)WEEP MUM (2)WEEP MUSTER (2)WEEP MIMM (2)WEEP CLU5IER 2 WEP M05TER WDP CLUSTER 1 WEEP WJSTER .`'`I:,I I yr t I I77 Titre: Dw n By: apl NOSIShRI �• ...•. ,�, SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®WIndon A Doors �� ' QCENSP wmRtcrmma" on: Cal DOORS ANDW00)a MG _. .; NO.58705 .4'TYPICAL ELEVATION pate: TESTED UNIT NLAL W L 397R1�1' xIALp ELEVATION 6/22119 �utFLxrole (�sltDaesao —_-O Revielan: I?.,By. Rev.Date: PREPARED BY LYNN MILLER D.L. OPENING 1070 TECHNOLOGY DRIVE D.LO HEIGHT = DOOR FRAME HEIGHT 9 11/16' NO CHANGES THIS SHEEP AGK 7121/20 N.VENICE;FL 34275 -'•.!°<ORIpP,.•' D.L.O. WIDTH — NOM. PANEL WIDTH — 6' (9 REGI 1600 S PANEL HEIGHT m DOOR FRAME HEIGHT—1 3/16- s-f./Modd: Scale: sheet Dmen9 No. Rev. REGISTRATION#292g6 �(VALI���'� SGD-150 LMI N.T.S.. 2 DF 26 SGD150LMI-NOA A A LYNN MILLER,P.E. P.E.#58705 �6" CLUSTER SHOWN 3" (8)ANCHORS .� 2 TRACK HEAD ANCHORS 'a 14' \3 roMAX. 90 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 15 6'MAX - AT 3'O.C. HEAD/SILL a 1 13/18' FALSE MUNTIN / SEE CHART ON SHEET 15 s MIN. OPTIONAL Al C1 FOR CAPACITY CORNERS REINFORCING AT INTERLOCKS OPTIONAL '' G1 II II H Jl SEE SHEET 13 FOR CAPACITY M 2 POINT 42 1/8- 42 1/8- SEE SINGLE SHEEf 24 D.L. OPG. _ p FOR DESCRIPTION Z ta I z N g m ­4 1�= III � '" Om $ m o� �,m I PRODUCT REVISED g zd c� x m as a Iying with the Florida = o Building Code B1 D1 a�I NOA-No. M-0729.06 J Expiration Date:09/2212025 By; m w (6)ANCHORS SILL TYPE B2 ANCHORS 2,3 OR 4 PAIRS 8 1 B" Mlaml-Dade Product Control 2 TRACK wz CLUSTER SH RS AT ST)LE ENDS AT 3'O.C. SEE CHART ON pANEL WIDTH 48 i/8' POCKET SHEET 15 FOR CAPACITY JAMB ANCHORS 8 PANEL WIDTH JAMB ANCHORS 2 TRACK SILL ANCHORS 6" 14" 3' MAX, TYP. D.L. OPENING B1In IIIII IN IN D.LO HEIGHT= DOOR FRAME HEIGHT- 9 11/16" D.LO.WIDTH = NOM. PANEL WIDTH - 6' PANEL HEIGHT= DOOR FRAME HEIGHT-1 3/16' TYPICAATYELEVATION (0 V (2)vvwxm WrmUlm (2)Imm'ml (g vim amm `111111111it�t"" RHe: Omen By: Impact 11041*14 , REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. SENTINEL 150 ALUM SLIDING GLASS DOOR(L 8 M.I.) AGK ®WI9dm Doors a� OGENS,,?��!! aentamux Q; ;Fq alpwre We. CGI DOORS AND WMOOWS,INC, ^* No.58705 A' 3Rmw11lmismEET _ ELEVATION 5/22119 HVEAKFL33MO = Revteron: Rev.Oy: Rev.Gate: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRNE ATE F NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34276 % F{ORro(•, G� \ (941)480.1600 i S Senee/AW.f: Saale: SAeetr proMtn9 No. f7av: REGISTRATION S29296 '/""S70NAL SGD-150 LMI N.T.S. 3 OF 28 SGD150LMI-NOA A A LYNN MILLER,P.E. P.E.#58705 6' 3' (8)ANCHORS (8)ANCHORS CLUSTER SHOWN � - ',� CLUSTER SHOWN (SEE SHEEP 22)... 14' EXTERIOR EXTERIOR/ 3 TRACK \z_ MAX; m HEAD ANCHORS 149 5/16' 146 9/16" 97 3/$ n DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH FALSE MUNTIN HEAD ANCHORS 14'MAX. HEAD ANCHORS OPTIONAL 48 1/8" ANCHORS IN PAIRS 2,3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS 6'MAX. NOM.PANEL WIDTH AT 3 O.C. 1 FSEE OR CAPACITY SILL SHEET 15 S� 1 13/16' SEE CHART ON SHEET 15 m A C E FOR CAPACITY CORNERS MIN. REINFORCING AT INTERLOCKS OPTIONAL SEE M II H H O FOR SCAPACITY P j, HHEET 13 N J \01 2 POINT I 2 1/8 tz SEE SHEET 2 1, Do .L OP 0 FOSCRlPf10N 42 1/8' �2 POINT 42 1/8' D.L OPG. DOUBLE LOCKS D.L OPG. Os SEE SHEET 24 Z FOR DESCRIPTION / ^ a I a II II paU �ZU gQU La r1r - , POCKET SILL TYPE 82 ANCHORS SILL TYPE B2 ANCHORS 48 1/8• 48 1/8- 48.1/8" 48 1/8' JAMB ANCHORS 2 OR 4 PAI(iS 2, 3 OR 4 PAIRS PANEL.WIDTH PANEL WIDTH �o AT CORNER STILE ENDS. AT STILE ENDS PANEL WIDTH PANEL WIDTH 3 TRACK SEE CHART ON SHEET 15 AT 3'O.C. JAMB ANCHORS FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY °ao �6" 14" 3' (4)ANCHORS EXTERIOR (6)ANCHORS EXTERIOR 3 TRACK MAX TYP, CLUSTER SHOWN CWSTER SHOWN SILL ANCHORS (SEE SHEET 22) ttltn I„1r title: oo.n ei IlnPnetResi&tegt ��` t,Y,. �d '�. PRODUCT REVISED ®womaninum- � O ..,N as complying with the Florida SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Mlindm A DOOTY ,��.'Ltcerl /�( Building Code (TESTED UNIT) 3F T NOA-No. 20.0729.06 TYPICAL ELEVATION ^A ' r)°t,; OOI DOORS ANOW,NOOWS'MM � � •'� 3MWI04THSTRM =y,<: No.58705 Expiration Date:09122/2025 NPAH.FLte ELEVATION 5/22119 W 53h QBY: 1. 1Om �, Sr. Rev Gate: PREPARED BY LYNN MILLER x) •, '7 12O (r Mleml-Dade Product Control 1070 TECHNOLOGY DRIVE O••. S qiE F � NO CHANGES THIS SHEET AGK 7/21/20 N.vENICE,FL 34275 �` <U� (941)480.16DO �ii�ts '•.0 ORION \?� Serfee/Madd.. sears: Sheer 01-1a9 NO. Rer. s/ V1G\� SGD-150 LMI N.T.S. 4 OF 28 SGD15OLMI-NOA A REGISTfiATION7J29296 �7rr��A111%%"�` A.LYNN MILLER,P.E. P.E.#68705 DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13If 11 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. XXX(SHOWN) OO— L FOR DOORS USING 99 & 135' CORNER STILES OXX c H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXX(REVERSE) 0 0 0 0 EXTERIOR 0 DOOR FRAME WIDTH FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 � H x LH r � o L 0 XXXXXX(SHOWN) © O EXTERIOR 0 90'CORNER DETAIL'0'ON SHEET 22 Jt HO QH OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NOM. PANEL WIDTH OPTIONAL IN LIEU OF J7 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH G H J H o K c XXXXXX(SHOWN) © 0 EXTERIOR O OVNIN-REINF.O O 90'CORNER DETAIL'0'ON SHEET 135'CORNER DETAIL'P'ON SHEET 22 INTERLOCKS DOOR FRAME WIDTH OPTIONAL IN LIEU OF J FRAME WIDTH SEE CHART ON SHEET 13 PANEL WIDTH Firs H J H H n g " XXXXXO(SHOWN) ® O O J O O O d OXXXXO EXTERIOR 90'CORNER DETAIL'0'ON SHEET PRODUCT REVISED 135'CORNER DETAIL'P'ON SHEET 22 NON—REINF.INTERLOCKS OPTIONAL IN LIEU OF J7 SEE CHART ON SHEET 13 111111 rrrrrr APPROVED CONFIGURATIONS as complying with the Florida ••�N Dullding Code TWM Dmon Dy: OImpact N9sistmd .•• i NON POCKETED DOORS NON—REINFORCED SHOWN ` ( ) NOA-No. 20-0729.06 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows 3 DDDTs ���•............ �1cenISF��!! SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS welasmoxtm^ Expiration Date:09/22/2025 stop�: CGIDOORSANDWINDOW9,INR THREE (3) TRACKS BY: 1.i;1:7/•':,,,-u 37H04 F STREEr = :: �rNo.5a7a5 18 Mlaml-Dade Product Control CONFIGURATIONS 5122119 (3aslsssess0 = vl ; R NO Rawalm R 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. . , By: ..Date: PREPARED BYLYNNMIUER-� ' � 41 1070 TECHNOLOGY DRIVE ��QTE ' •/ \ 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. NO CHANGES THIS SHEET AGK 712MO N_V IC.FL34276 ' •.,F((D41oRlnla.. 00 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. S.— odd: Srnle: she,tr DrawTn No. Rev /is5/ ... 9 REGISTRATiONiP29298 �N/Al_. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150LMI N.T.S. 5 aF 28 SGD15OLMI-NOA A /rlfjjjjjljl� A LYNN MILLER.P.E. P.E.968705 DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PANEL WIDTH NON-REINF. 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NO CHANGES THIS SHEET AGK 7121/20 N.VENICE,FL34275 '.,C(SS•.<oRIOA,.•`G��`: 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. (941)480-1600 ; �. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Spies/MadeL Smle: Sheet Drawing No. Rev: AL REGISTRATION#29296 r''�1111111 O��.�' 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER F8C. SGD-150 LMI N.T.S. 6 OF 26 SGD150LMI-NOA A A LYNN MILLER,P.E. P.ES 58705 DOOR FRAME W. MAX.FRAME WIDTH " THIS APPROVAL QUALIFIES DOORS WITH APPROVED REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 99 AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 � K ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO f60.0 PSF 0 0 Kt QH EXTERIOR Gt XO(SHOWN) OX D00� MAX. FRAME WIDTH REINF. INTERLOCKS - SEE CHART ON SHEET 13 Ki w 0: O Q EXTERIOR O L1 XX #8 X.3/4"SMS, DOOR FRAME WIDTH AT 24"O.C. ' MAX.FRAME WIDTH 1 ~s N H w J1 o . G NO J1 1 OH EXTERIO G7' - OXO(SHOWN) 90'CORNER DEMIL'0'ON SHEET 22 13T CORNER DETAIL'P'ON SHEET 22 OXO(REVERSE) OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 PRODUCT REVISED H H as complying with the Florida Building Code Non-No. 20.0729.06 Expiration Date:09/22/2025 a G By: G1 O EXTERIOR O O 0 Miaml-Dade Product Control Jt H G7 OXXO 8O'CORNER DETAIL'0'ON SHEET 22 " XXXX(SIMILAR) 135'CORNER DETAIL 10 ON SHEET 22 OPTIONAL IN LIEU OF A- Illlt APPROVED CONFIGURATIONS BDe: �0M" IMPACtReabw ��` �Y LYA! NON—POCKETED DOORS (NON-REINFORCED.SHOWN) �� OC,..•.., SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® Rd nCKUUENSF CGI DOORS AND WINDOWS.INC, eC p nn: Oote: 8780w1041H91REET - No.58705 TWO (2) TRACKS CONFIGURATIONS 5/22/19 HuuEAx.FLs3018 n= NOTE: Rw3Wrr, Rev.By. Rev.Oates. PREPARED BY LYNN MIL 1. 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POCIx l �i= ANDKETS ARE NOT PARTTO BE REVIEWED B OF THIS APPROVAL J. 0 I M 1 c L ® QH EXTERIOR UJ 0 ©1 PXXXX(SHOWN) so,CORNER DETAIL'0'ON SHEET 22 PXXXO 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF Jl XXXXP 7Rm: D`om Er fill" �a` OxxxP ( ` Y LY�+Nri SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I.) AGK Wigdors 6 Doors APPROVED CONFIGURATIONS YIeREBflmttSDl� cS,• �ICENgt•.'f( %, POCKETED DOOR 4 (NON-REINFORCED SHOWN) l.. Date; CGiD00RSANDWINDOWS,m '2': ••�((� SEE SHEEP 13 FOR Dp AND REINFORCING OPTIONS µ, 1 =0M STREET N0.5870g `0 TWO (2) TRACKS CONFIGURATIONS 5/22119 M Ra,W-: Rev.DY Rev.Data: PREPARED BY LYNN MILLER- 1070 TECHNOLOGY DRIVE ��Q••, NO CHANGES THIS SHEET AGK 7121/20 N..4VEN�;FL34275 . ATE OF t. mi�lq No. Raw. SGD-150 LMI N.T.S. D S. 8 OF 28 SGD15OLMI-NOA A REGISTRATION#29296 ''f,S/C)IVAL 0'` .,�� A.LYNN MILT F,1011ti P.E.G 58705 THIS APPROVAL'QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS DOOR FRAME WIDTH FRAME WIDTH WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 NOM. PANEL WIDTH NON-REINF. INTERLOCKS ARE PRESENT: SEE CHART ON S 13 FOR DOORS USING 9V & 135' CORNER STILES H UMTT MAX. DESIGN LOADS TO f60.0 PSF o -0 o- 0 c XXXX(SHOWN) OXXX XXXX(REVERSE) © EXTERIOR Q DOOR FRAME WIDTH FRAME WIDTH NON-REINF.INTERLOCKS SEE CHART ON 11 IEEr 13 yyN. Ag, H J1 H H 0 g XXXXXXXX(SHOWN) OXXXXXXO Q Q Q EXTERIOR Q J1 OH HO HO g0•CORNER DETAIL'O'ON SHEET 22 NOM. PAN0.,WIDTH 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF A NOTE: PRODUCT REVISED as complying 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. RDA-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., �as� a By_Is4-j T; �„x �$ 4 TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE.PER FBC. Miami-Dade Product Control ,1luun/ 7i5o: Don By. ®ImpaclResl3tent ```�oW�YNpj �d SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK 6�ors a�,.-•LICE tiSF.•!{{^ CGI DOORS AWWINDOW5,INC. �:' P nn. Qei81 No.58705 578D W I OATH STREkT CONFIGURATIONS 5/22M9 HVk1EM.FLL33W8 i1= PREPARED BY LYNN WEER- 'O RZ�7 ReHaton: Rev.By: Rev.Oats: 0 c,10707ECHNOLOGY DRNE .�'. S NO CHANGES THIS SHEET AGK 7121l20 N.VENICE.FL 54275 R� ��� (941)480-1800 /C��'•.,oRIDT�..•G1��` Sadao/AT0&I: Smla: Sheaf Growing No. Rar. �//S/ -••• v \\, SGD-150LMI N.T.S. 9 OF 28 SGD15OLMI-NOA A REGISTRATION#2g298 /!//O NA(_ 1\\\ 1� A.LYNN MILLER,P.E. 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 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF DOOR FRAME WIDTH FRAME WIDTH NOM. PANEL WIDTH NON-REINF.INTERLOCKS SEE CHART 0 1 SHEET 13 ~s H Q J HyR� z o O c XXXXXXXX(SHOWN) OXXXXXXO © O O UH Q OH EXTERIORO OH 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 is H J l^J— XXXXXXXO(SHOWN) OXXXXXXO © OH OH OH OJ OH EXTERIOR OH LO 9O CORNER DETAIL'0'ON SHEET 22 135'CORNER DETAIL'P'ON SHEET 22 PRODUCT REVISED OPnONA_IN LIEU 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 D ORS (NON-REINFORCED SHOWN) 2• FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. By SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Mlaml-Dade Product Control FOUR 14J TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FI3C_ ru. Drmm itr ImpadReahw LY!VA "" SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows 6 Dom `.` �............ /,v'/,�, ' wEll61R0lCER� ` �.•' UGEtJg f•.�{ snip on: Dote: CGI DOORS AND WOMOWS,INC. �: •to CONFIGURATIONS 5/22/19 HALEAH,FL3WIS =zr No,58705 A ' (30O 6946590 Revision: Rev.By, Rev,Data: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE D 4: NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL34275 �'•. �:e F (941)480.1600 •`.'ORIDi•.,.•'�$ � Seliee/A(edel: INT7,SIhO oft• Ororing N. Rev: �� s SGD-150 LMI OF 28 SGD15OLMI-NOA A REGISTRATIONt<29298 A.LYNN MI1-299 P. . P.F-#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' do 135' CORNER STILES DOOR FRAME WIDTH LIMIT MAX. DESIGN LOADS TO ±60.0 PSF DOOR FRAME WIDTH NOM PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON S EET 13 la mo H o t o M H to PXXXX L XXXXP (SHOWN) Q OH EXTERIOR Q FRAME WIDTH NOM. PANEL WIDTH NON-REINF, INTERLOCKS DOOR FRAME WIDTH SEE CHART.ON SHEET 13 H H J H � 1 x Y IY. ti H H xI Ip p l 10 al l� a l LM M J PXXXXXXXXP (SHOWN) OM OH OH OH OO EXTERIOR O 0) 90'CORNER DETAIL'0'ON SHEET 22 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J PRODUCT REVISED as complying with the Florlda APPROVED CONFIGURATIONS Building Code POCKETED DOORS (NON-REINFORCED SHOWN) 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:_t�u T 1.!b^^' 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Mlam1-Dade Product Control POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ, 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. tutu , Title OImpact RasWed SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK WNdOWs&UoOtsD. :�\��•"tCErt �� �% ItFiSfIRWCEII� \ L SC ,�� a ptlon: Date CGIDOORSANDYM3OWS,INC.3TODW EXTRUSIONS,BOM 5122/19 HWEAi No,58705 •FL3m1 DITHSTREET = r;' (so�t.D•sssD _ Revlslart: Rev.W. Rev.Date: PREPARED BY LYNN MILLER�"fin -`�Z+z 0 :•!Q` V TECHNOLOGY DRIVE NO CHANGES THIS SHEET AGK 7/21/20 N. ENICE•FL 3'1275 , , gT Te F L� (941)480-1600 Sarfes/Modeh. IS calo: MILLER•P.E Sheet Dm�fng ft. R. �i S' ��\� SGD-150LMI N.T.S. 11 or26 SGD15OLMI-NOA A REGISTRATION 'i��'r0lllta(ttO\\\\` A.LYNN . P.E.iA 58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 99 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 FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 FS H O H Ira IoO10 H H H H to a -4 o M G L XXXXXXXXPPXXXXXXXX(sHDWN) Q Q (2) EXTERIOR OH OH OXXXXXXXP POCKET CAVITY NOT BY CGI 90'CORNER DETAIL'0'ON SHEET 22 NOT PART OF THIS NOA 13T CORNER DEFAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH NOM. PANEL WIDTH NON-REIN F. INTERLOCKS SEE CHART ON SHEET 13 DOOR FRAME WIDTH ~S H J H to bi 30.� I fi a lamrd H HH H o: g I M L3 a L 0 0 OH EXTERIOR OH PXXXXXXXO(SHOWN) 9D'CORNER O[TAIL'0'ON SH!]:I'22 APPROVED CONFIGURATIONS 135'CORNER DETAIL'P'ON SHEET 22 POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: OPTIONAL IN LIEU OF J PRODUCT REVISED SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Building complying the Florida BUR �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:09/2212025 POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. BY:_2�: 2.1:Zl— AND TO BE REVIEWED BY AHJ. Miami-Dade Product Control ,��llll llll 17Dm Drosn By: OInind Reslsw �.� DgY LY1VjV SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK NRndws&Ours 1RPttIRtbRO1- .• F '':l�, �,; „� Dote: cSIDooRaurowDmows.wa � T•: '•.� ; 3MW161THSTPEET ,,, No.58705 CONFIGURATIONS 6/22119 HIAIPAH•FL3301a _ �5aassto _ Revi.. Rev.lbr Rev.Dote PREPARED BY LYNN MILLER jrY 1070 TECHNOLOGY DRIVE �O 7 T 'F !L NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL34276 ;�� ,• o�oRlon.• (941)4R0.1600 �cS, Self"VA—h. Stela: Sheet Di—In9 Na E vi/t5'/O SGD-150 LMI N.T.S. 12 of 26 SGD150LMI-NOA REGISTRATION#29290 v7�ll NAL.IiII111,�� A LYNN MILLER,PZ P.E#59705 i DESIGN LOAD CAPACITY-PSF(MASS) GLASS CAPACITY CHARTS GLASS TYPES GLASS TYPES 'A' &'At' *a,&'Bt' NOW. Doos NeHBDt OF MTERLOCES LNTHRLOC83 PANEL 191DIH FRAME HMM PAHOS if/0 BM4'. W=BEINF." . NCHM WCHES ALlOMD1 Dc7.(+) 'INT.(-) L:M(+) Kr.(-) . 24-1/8 10 mo 60.0 80.0 80.0 30-1/8 uD sob 60.0 80.0 60.0 36-1/8 82 10 $0.0 6D.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 *1.1. NEL WIDTH 4871/8 10 60.0 60.0 80.0 Bodo " 54-1/8 9 63.3 53.3 7191 71.1 24-1/8 10 6D.0 610 80.0 BOA _ 30-t/e 10 60.D 60.0 80.0 80.0 NOM.PANEL WIDTH ' 36-1/8 84 10 160.0 60.0 80,D 00.0 - 42-1/8 1D 60.0 60.0 SD,D 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 - 24-1/8 10 60.0 60.0 BOX 80.0 30-1/8 10 60.0 60.0 0a.0 80.0 36-1/8 90 10 60.0 6D.0 80.0 80.0 NOM: PANEL WIDTH . 42-1/e 10 60.0 60.0 80.0 BOA - 48-1/8 9 60.0 60.0 80.0 60.0 - 24-1/8 10 Bob 60.0 9040 Bob 30-1/8 10 60.0 60.0 80.0 80.0 EB E8.1 36-1/8 98 10 60.0 6D.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0- 80.0 48-1/8 9 60.0 60.0 00.0 .00.0 NOM. PANEL WIDTH GLASS TYPES m e APPLICABLE FBC EGRESS H4TEROCES REQUIREMENTS TO BE WITH HIM. REVIEWED BY.AHJ. EXL(+) INL(-) 24-1/8 iD 60.0 60.0 PRODUCT REVISED as complying with the Florida 30-1/B 10 - - 60.0 60.0 10 Building Code 36-1/8 102 10 - - 60.0 60.0 SILL RISER ITEMS E8 OR ESA ARE REQUIRED FOR LOADS NOA-No. 20-0729.0B 4z-1/8 10 - - fioo sO.D ABOVE +60.0 PSF ONLY. Expiration Date:09/22/2025 4a-1/e to - - 60.0 60.0• HaTERMCES HNTHBLOCES 54-1/e 9 Hy' - - 54A 54.4 W/o Azov. WITH ERINP. - .2. 24-1/8 10 60.0 60.0 Miami-Dade Product Control 30-1/8 10 - - 60.0 60.0 NOTE: 36-1/8 108 To - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE 42-1/B - - 60.0 60.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 48-1/8 - - 60.0 60.0 AND FLORIDA BUILDING COMMISSION 53-1 B 1 'a - - 54.4 54.4 DECLARATORY STATEMENT DCA05-DEC-219 _ 24-1/e 10 - - 60.0 60.0 '30-1/a 10 60.0 60.0 - 36-1/8. 114 10 - - 60.0 60.0 42-1/8 1D - - 60.0 60.0 - 718e: Gram S)r ♦ \ •:.• V 48-1/8 9 - - 60.0 60.0 Impact Rat ISM \ 10EA!^ f 24-1/e 10 - - 60.0 60.0 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.1.) AGK Windmillh 11110112 ��,• 6 .,l��:± 30-1/8 10 - - 6D.0 60.0 ecnPBen: Date: CCI DOOMANOWIM)OWS,INC. No.58705 36-1/8 120 10 - - 60.0 80D s7s0w10FL33018 6T (� 42=1/8 m - - 60.0 60.0 GLASS CAPACITY,CHARTS 5122119 r 18 _.a 48-1/e 9 - - 60O 60.0 Ravisfon: Rev..BY: Rev.0alc PREPARED BY LYNN MILLER ( �l =��^ 1070 TECHNOLOGY DR NE :�,T SATE F NO CHANGES THIS SHEET AGK 1 7/21120 N.VENICE,FL 34275 % 1�'•,�CORtD� 1�� (941)480-1600 Sedes/Model• Scare: Sheet: Orowinq No. Rev: REGISTRATION#29296 r 1 i if SGD-150 LMI N.T.S. 13 Of 28 SGD150LMI-NOA A A LYNN MILLER,P.E. P.E.#58705 3/16-ANN. GLASS 3/16"ANN. GLASS 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS 075'Interloyer 075'Interlayer 075'Inter)Saflex CP With PET Core Saflax CP With PET Coro over 075'Interlayer OBy R'Eastman Chemical Co.' By'Eastman Chemical Co.' Safex CP With PEr'Core Sailex CP With PEr Core OR By Eastman Chemical Co.' By Eastman Chemical Co.' 090'Interloyer 090" Interiayer. Saflax Gear And Color Glass Saflax Clear And Color Glass 090'Interlayer 090'Interlayer Eastman Chemical Co.' SuRex Clear And Color Glass Saflax Clear And Color Gales By' By'Eastman Chemical Co.' OR OR By'Eastman Chemical Go.' By'Eastman Chemical Co.' 090"Intertayer 090"Interlayer OR OR Sen Glas 3/8"AIR SPACE � - 090"Inter) 3/8-AIR SPACE Interlayer t7' Sent los oYer 090'Inter) er By"Kuraroy America, Inc.' By'Kuraray America, Inc.' SentryGioe SentryGlas OR OR By'Kumray America,Inc.' By'Kuraray America,Inc: 090'Interloyer 3/1C TEMP. GLASS 090"1 terlayer OR OR Trosifol PVB Trosifol PVB G90'Interlayer 4/16'TEMP. GLASS .090"Interlayer B Kuro America,Inc.' Trosifol PVB Troalfol Y roY BY'Kuroray America, Ina.' By'Kuraray America,Inc.' By'Kuraray America,Inc.' 3/16"HEAT STREWD GLASS 3/16'HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS 3/16'HEAT STREMD GLASS SILICONE SILICONE GE SCS 1200KING GE SCS KING SILIGE SCS 1200 GE ONE SILICONE 1200 m DOW CORNING 791, m DOW CORNING 791, 899,963 &995 3 899 983&995 m OOW CORNING M DOW CORNING 791, � 5 in , z 899, 983&995 z 899, 983&99595 s M1 M1 XL EDGE SPACER c"' ST.STEEL BY'CARDINAL' v M1 �w M1 XL EDGE SPACER OR n SETTING BLOCKS n ST STEEL BY CARDINW OR DURASFlIL 81('QUANIX' WI 1R POINTS ON LfIES DURASEAL BY'OUANEX' IYi SETTING BLOCKS I1'x OR WIDER THAN 36" OR 0 AT 1/4 POINTS ON UTES O SUPER SPACER BY'OUANEX' P'i EPDM µ1 1 WIDER THAN 36° a O DUROMETER 85t5 O SUPER SPACER BY'OUANEW ({� EPOM N 1 SETTING BLOCKS t rrr•••��I DUROMETER 85±5 AT 1/4 POINTS ALL 5¢ES 1 AT BLOCKS ADM �[WWE�5 -AT 1/4 POINTS ALL SIZES DUROMETER 85f5 W EPDM WWW W DUROMErER 85f5 GLdSS TYPE 'A' GLASS TYPE 'AI' GLASS TYPE I* GLASS TYPE 'EIV 7/16-OVERALL LAM.GLASS 1"OVERALL INSUL LAM.GLASS 7/16'OVEMI.1.LAM.GLASS 1'OVERALL INSUL LAM.GLASS PRODUCT REVISED GLAZING OPTIONS as complying with the Florlda Building Code NOA-No. 20-0729.06 Expiration Date:09/22/2025 BY:_asp'-Z.l,:•c:b..s, Mlaml-Dade Product Control . t11t111!!li/! ADe: Drown BY., Impact NeslSW ..r 1 ' r/i SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®YPI9dotas&Dom WM SUMMER �i evss en. o 378OW W17HHIREE 91C. : No.5870,5 GLAZING DETAILS 5/22/19 HIMMU 1.33 fa Rer'dom Reg,&. Rex Dote: PREPARED BY LYNN MILLER �1•: a(�.b 1070 TECHNOLOGY OR NE ��••. XTE ADDED BACKBEDDINGS AGK 7/21/20 N.VENICE,FL 34275 %�(C�' c10RICT .•' ��`\ (941)4M1600 i S •.... Serfes/Node4 Scale; Sheetr Drmrinp No, Rer. REGISTRATION S29288 //rrS/rONAL 1 Ct SGD-15O LMI N.T.S. 14 OF 28 SGD150LM1-NOA A A.LYNN MILLER,P.E. P.E.S58705 DESLGN LOAD CAPACLTf:-PSF(ANCHORS) ._TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPICAL ANCHORS IN TYPICAL ANCHORS IN ANCHORS ANCHORS TYPE 'A'- 4" ULTRACON BY 'ELCO'(Fu-177 KSI,Fy-155 KSI) CLUSTERS AT ENDMTG STILE CLUSTERS AT END STILE 1/ INTERLOCK ENDS,SEE ZBY W090 OR &INTERLOCK ENDS,SEE Mn A.8 h C) (TYM H2) AT BEAD THRU 113Y BUCKS OR DIRECTLY INTO CONCRETE CHART FOR QUANTITIES STRUCTURE CHART FOR QUANTITIES cwslm a CLUSTER AT 1 BY WOOD BUCKS snLe CHanER A vms snlE/wDRuxK Elms JAMBS 1-1/4" MIN. EMBED INTO CONCRETE EDGE DIRT, EDGE DisT. SEE NOTE SHEET 1 NDu DOos a e e a e B THRU 19Y BUCKS OR DIRECTLY INTO MASONRY 3 5/8' PANEL NDiH HOG H7 EXY.(+)IXE.(+)Ect.(+) EXT.(+) EXT.(+) EXT.(+) 1-1/4" MIN. EMBED MASONRY ® JAMBS F,c.' Vie.9m�m BICIRS INf.-)INL(-)IM.(-) INr.- TNT.- INr,- ( ) CRETE• 77. 24-1/8 60.0 - - 80.0 - - INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 30-1/8 60,0 - - Soto - - 1-1/2" MIN. PENETRATION INTO WOOD 36-1/8 80.0 - - 76.2 80.0 42-1/8 82 72.4 80.0 68.7 80.0 TYPE 'A'- 1/4" KWIK-CON II+ BY 'HILT](Fu-138 KSI,Fy-137 KSI) 48-1/8 66.6 80.0 - 63.4 80.0 - AT HEAD, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES z z 5ht/e 6M 71.1 - 59.5 71A 71.1 sin& 1-3/8" MIN. PENETRATION INTO WOOD 24-1/8 80.0 - - 60.0 - - JAMBS 9 1 30-1/8 80.0 - - 80.0 - - ANCHOR TYPE A N mN ANCHOR TYPE A N mN TYPE 'B'- 1/4' ULTRACON BY'ELCO'(FU-177 KSI,Fy-155 KSI) INTO 2BY WOOD BUCKS 3s-1/e 7s.5 Soto - 7fs - eD.o - THRU 1BY WOOD BUCKS g 42-1/8 84 67.8 80.0 64.3 80.0 AT Hl� THRU 113Y BUCKS OR DIRECTLY INTO CONCRETE OR WOOD STRUCTURES INTO 3 KSI CONCRETE 48-1/8 82.3 80.0 - 59.1 6040 soma JA1R 2" MIN. EMBED INTO CONCRETE (® HEAD) 54-1/8 38.4 71.1 71.1 55.3 71.1 71.1 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY (®JAMBS) 24-1/8 80.0 - - 80.0 - - 30-1/8 79.7 60.0 75.6 80.0 1/4" ULTRACON+ BY 'DEWALT' (Fu-184 KSI,Fy-148 KSI) TYPICAL ANCHORS IN 36-1/8 9D 69.2 60.0 65.6 80.o THRU 1BY BUCKS OR DIRECTLY INTO CONCRETE CLUSTERS AT MTG.STILE METAL STRUCTURES _ & INTERLOCK ENDS,SEE42-1/0 0 TYPICAL ANCHORS W SITE SPEC BELOW 48-1/8 58.7 Soo Soto s3.7 e0.0 eo.a 1-3/4" MIN. EMBED INTO CONCRETE CHART FOR QUANTITIES CLUSTERS AT MTG.STILE 24-t/e Soto eo.o _ _ 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY (®JAMBS) &INTERLOCK ENDS, SEE 30-1/B 73.8 80.0 - 69,9 80.0 - TYPE 'C'- 1 4" DIA. F DRILLING ING SCREWS GRADE 5 Cis EDGE diST:- °3 5/8" '•3 KSI CHART FOR gUANI'ETIES 38-t/S gs 83.9 Soto - sots eo.o - / ( ) CONCRETE EDGE 3 5/8" 42-1/e 57.0 80.0 80.0 54.0 80.0 80.D AT R D INTO MIAMI-DADE COUNTY APPROVED MULLIONS DIRT. 48-1/8 51.9 77.9 00.0 49.3 73.9 80.0 DH OR 24-1/0 60.0 - - 6040 - - JAMBS INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 30-1/8 60.0 - - 60.0 - - (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE z z 30-1/8 59.3 Wei) BOX 5e.2 60.0 -60.0 kk ALUMINUM: 1/8'THK. MIN. (6063-75 MIN.) �S 42-1/8 102 52.7 60.0 60.0 50.0 80.0 6060 b STEEL• 1/8"THK. MIN. (Fy = 36 KSI MIN.) 48-1/8 .47-9 60.0 60,0 45.5 60.0 60.0 (SIi>:1.IN CONTACT WITH ALUMINUM TO BE PUTTED 6R.PNNTET)) ANCHOR TYPE B axt my ANCHOR TYPE C sN 54-1/8 ".3 34.4 s4.4 42.0 54.4 54.4 DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES 7 24-1/8 60.0 60.0 TYPE'B2'- 1/4" DIA. ULTRACON BY 'ELCO' (Fe-177 KSI,Fy-155 KSI) OR APPROVED MUWONS 30-1/B 60.0 - - 60.0 - - a AT SM 1/4" DIA. ULTRACON+ BY 'DEWALT'(Fu-164 KSI.Fy"148 KSI) x POURED & HARDENED, NON-METALIC, 38-1/e 108 55.3 60.0 60.0 52.5 60.0 Boa o DIRECTLY INTO CONCRETE NON-SHRINKAGE HIGH-STRENGTH GROUT; 42-1je 49m! Soto 60.0 ae.e 60.0 so.D 1-3/4" MIN. EMBED INTO CONCRETE f'c = 5000 PSI MIN. 51L1. RISERS 4e-1/a 44.5 60.0 60.0 42.2 60.0 s0.o n z SEE SHEETS 14, 15, 17& 54-1/e 41.6 54.4 5A4 39.4 6a.4 54.4 F 1/4" KWIK-CON II+ BY 'HILTI'(F0e13B W.Fj=137 K51) NOT BY CGI; MUST TRANSFER SHEAR gg 18 FOR OPTIONAL SILL DETAILS s LOADS TO STRUCTURE cam AND SHEET 13 FOR CAPACITY 24-t/e ao.o - - Bo.o - - '= INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a m 30-1/8 60.0 - - 57.2 60.0 60.0 2 1-3/8" MIN. PENETRATION INTO WOOD t a 38-1/8 114 51.9 00.0 60.0 49.2 60.0 60.0 4z-1/S 4s.9 sD.o so.0 43.8 so.o bo.o m DEWALT ULTRACON+ AND HILTI KWIK-CON II+ 48-1/B 41.5 60.0 80.0 39.4 59.1 60.0 -� TYPICAL ANCHORS 24-t/S 60.0 - - eD.o - _ o ANCHORS LIMITED TO A MAX. SHIM SPACE OF 1/4". .a IN CLUSTERS p I AT MTG. STILE 3 5/830-1/e 5e.9 60.0 60.0 54.0 60.D 60.0 g e' • .. &INTERLOCK ENDS38-1/8 120 48.0 80.0 80,0 ;8.3 60.0 60.0 a ANCHOR EDGE DISTANCESY $a• •4. FOR QUANTITIES SEE CHART 42-1/8 43.1 60.0 BD.O 40.9 60.0 80.0 - 40-t/6 3Ba 58.4 60.0 3&9 55.4 .eo.o INTO CONCRETE OR MASONRY 2-1/2"MIN. ,• •� EDGE DlST. INTO WOOD STRUCTURE= 1"MIN. I (" ' ANCHOR TYPE A NOTE: INTO METAL STRUCTURE= 3/4-MIN. ANCHOR TYPE 82 INTO 2BY WOOD BUCKS ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN WOOD AT HEAD OR JAMBS SG- 0.55 MIN. DIRECTLY INTO 3 KSI CONCRETE OR WOOD STR (ST,19REBIIIii�� CONJUNCTION WITH GLASS CHARTS ON SHEET 13 LOWER CONCRETE AT HEAD, SILL OR JAMBS f e-3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I m -2000 PSI MIN. 7iBc. Dr �" Im ee!Rubbmt APPLICABLE VALUES CONTROL 3 TRACK SYSTEM SHOWN ALSO P .••••-••••.!Ll/� APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE PRODUCT REVISED SENTINEL 150 ALUM SLIDING GLASS DOOR(LM.I.) AGIC )Wb*=8 BOOB � •' LICENSE •'•(� as complying with the Florld WEIIESf6019Ea- ` T..' FOLLOWING SHEETS FOR DETAILS. Building Code CGI DOORS ANDWINDOWS,M anp on: Dote:LIMIT DCT.(+) LOADS TO 60.0 PSF FOR ODORS W/O REINFORCING ALL SIZES NOA-No. 20-0729.0 HIAL W f047H N0.58705 B1RFk7 -'i}: LIMIT E7R.(+) LOADS TO 80.0 PSF FOR DOORS W/REINF.UPTO 96 IN.HT. Expiration Date:09/22/202 ANCHOR LOAD CHART/ANCHOR DETAILS 5/22/19 HMEFAH.FLslote - LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/REINF.ABOVE 96 IN.M.UPTO 120 W. HIGH. •O lY gy_Is 7 i-G4+ Revbfan: Rev.By: Rev.Data PREPARED BY LYNN MILLER�� .5�s 1 o�Q 1070 TECHNOLOGY DRIVE WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHO-inWN ATan'PPLY TO UU-PtControl ADDED ANCHORS AND RE-FORMATTED SHEET AGK 7/21/20 N.VENICE,FL34275 %O'��'•.,F(CRID?.••' TRACK (941)480.1800 �i s TRANSFER THEM MUST SUSTAIN LOADS TO THEPOSED BUILDINCY STRUUCTURENG EM AND BOTSTDN FRAME HEAD ANDLLK SYSTEMS WITH SeAea/Node!• Soafe: Sheetr Omafn9 No. Rev: REGISTRATION 429296 ivv�S jONAL 1S ``` SGD-150 LMI N.T.S. 15 OF 28 SGD150LMI-NOA A A LYNN MILLER,P.E. P.E.i!68705 SEE SHEET 15 FOR ANCHORS EDGE DIST. 3 5/8 EDGE EDGE DIST. 3 5/8' EDGE[)LT. 3 5/8" :. DIST.. .. - .. WEEP SIZE.1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. ' OPTIONAL SLANT SILL ADAPTORS O1 M71 (ID ® PRODUCT REVISED E7 as complying with the Florida Building Code ® ® NOA-No. 20.0729.06 Expiration Date:09122l2025 By--1---2 1 G!r""i`- DECORATIVE Miami-Dade Product Contra) SILL COVER DLL COVER rs O W W c4 w = ao z o W � a 0 o I I II SILL RISER 'POURED k HARDENS E8.1 REOD. FOR LOADS HIGH STRENGTH GROUT ABOVE+60 PSF NON-SHRINK, NON-METALUC SILL RISER f' a 5000 PSI MIN. E8 REDD. FOR LOADS N&r BY CGI WINDOWS ABOVE+60 PSF MUST TRANSFER SHEAR f7 LOADS TO STRUCTURE I 1 O ® O ® O ® ® ® 1 t w ' - y\g � d s a' e' a. 3 KSI CONC. • to 3•KSI CONC. EDGE•DIST.••' '•3 S/g�• j EDGE'DIST. ' '•3 5/B."• (DGE'DIST.••. Ir SEE SHEET.15 FOR ANCHORS •�111U Ill;lr Tie°: Omwn DY: ImP 88t 111 818R1 asi ... J 0 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.1.) AGK Wfndors&Doors r.- L1..LNSE .•{� OwLResrRnxorn- •�.: •,F� CGI DO0RSANI)WD=WS•INC. THREE (3) TRACK DOOR DETAILS °° °ata' 3730W.104THSrREEr __w. : No.567D5 3-TRACK DOOR DETAILS 5l22119 pwl4m PREPARED BY LYNN MILLER y 7 Revision: Rev.By. Rev.Dore: ( 1�� j 1070 TECHNOLOGY DRIVE �Q TAT OF � ' NO CHANGES THIS SHEET AGK 7121120 N.VENICE•FL 34275 (941)400.1600 ,CCS t5' W. •'•.1URIU�`.•''G\?� Series�ode): Shn e DmWn9 No. Rev: //: - REGISTRATION829296 ✓l/�NAL1�`N�t SGD-150 LMI N.T.S. 16 of 28 SGD15OLMI-NOA A I A.LYNN MILLER,P.E. P.F-#58705 TYPICAL ANCHORS PANEL WIDTH SEE ELEV. FOR SPACING 1/2" MAX. G EB D.LO. REINF.AS REOD. LOAD BEARING OO SEE CHART ON O J SHIM M15A 1 SHEET 13 FOR CAPACITY E5 1 Wn i z o UO O O O O O PRODUCT REVISED aS complying with the Florida Building Code NOA-No. 20-0729.06 • ' ' Expiration D2te:09/22/2025 + t t 11 QO QO O O O O O By: Miami-Dade Product Control + M14A Mi6A 5 8 E27 10 E4D.L.O. 7 D. m- D.L.OPG: t EXTERIOR NOM. PANEL WIDTH 1 PANEL WIDTH LOCK s'n„ INTERLOCK INTERLOCK gSTRAGA (REINFORCED) DOOR FRAME WIDTH (REINFORCED) #10 X 1-1/4"SS PH SMS 1 PER CLIP 1X6 OR LARGER 3 PER PANEL WOOD BUCKS N AT 18" FROM EACH END M2 1/4'MAX, © M2 #8 X 3/44D�FH SMS LOAD SHBE ING IM SMEIAL TRUCTURE O PANEL WIDTH 1 PER CUP 1/2"MAX. 1/2" MAX. LOAD BEARING D.L. . LOAD BEARING SHIM SHIM TYPICAL ANCHORS SEE ELEV. z, o FOR SPACING MAIL ANCHORS ,�`� TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING n M :t,.ri G•i 0 W O c"I ._ DOOR FRAIdE WIDTH _I FIXED PANEL EXT. 2i Tipe: Orovn Br. ®Impact Resistant ���� ...... SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK vAndon✓I Doors �•' 4�cEr1s'�% ' t:••. � ( ) trrrtrslnmtsm- a'• F '•l� EXTERIOR ° , Pen Oat.: 378 W104THSTREETOWs,iN0. No,58705 DOOR FRAME WIDTH a7 ,0Fls7A8EE,T 'K• 3-TRACK DOOR DETAILS 5/22/19 (aos)t�se.so DOOR FRAME WIDTH PREPARED BY LYNN MILLER �J 2X6 OOR R LARGER WOOD BUCK Revision: Rev.By: Rev.Date: 1070 TECHNOLOGY DRIVE %O S7 7E (U�` WOOD STRUCTURE NO CHANGES THIS SHEET AGK 7121/20 N.VENICE,FL 34275 ''�` ,cl (941)480.16M i�� '•..O... ••'.�� THREE 3 TRACK POOR DETAILS Sed-Iu.e.i: s001e: sn.et: proving No. v.Re REGISTRATION 029298 v""1 fit 1 10 0% SGD-150 LMI N.T.S. 17 of 28 SGD15OLMI-NOA A A.LYNN MILLER,P.E P.E#58705 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS z EDGE OISI'. i 3/4' Z EDGE DISf. T 3/4' WEEP SIZE 1/4" X 1/8" aq b gg •3 KSH CONC. m= n,' •3 KSI CONC. REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS N N 'jd N N 'jd E3 OPTIONAL SLANT SILL ADAPTORS Mtt to t Al 2 C1 , ® DECORATIVE SILL COVER ® OPTIONAL i _ C OO ai w 0 a TL w Q'i a x o W W o x o: a O K a POURED&HARDENED PRODUCT REVISED HIGH STRENGTH GROUT SILL RISER as complyingCod with the Florida NON-SHRINK,NON-MET C SILL ISER Building code EB READ FOR LOADS E8.7 OPTIONAL FOR LOADS NOA-No. 20-0729.Ot3 i'o= 5000 PSI MIN. OVE+60 PSF NOT BY CGI WINDOWS ABOV +60 PSF M3 MUST TRANSFER SHEAR Expiration Date:09/2212025 LOADS TO STRUCTURE By._.t zti..2.I.., Mlaml-Dade Product Control -----i.w ......... .... N � f(1 �' . .. .•-x, .`• "; 3 KS] CONC. :a•�', ':'. .r •3 KSI CONC. EDGE DISi. •3•�/4"• EDGE DISf. •.�.3/4' SEE SHEET 15 FOR ANCHORS SEE SHEET "r, FOR ANCHORS 1tt11t ltltt/J7 TWO (2) TRACK DOOR DETAILS RRe Dnern W. w+ SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®mil&D00tS \1 d1ce,`asc cdP on: Data: CMDOORSANDWINDOW3,INQ ,_Ht: TVO.58705 3760 W 10RHSTRErr _ % 2-TRACK DOOR DETAILS 5122119 HxE4kLFL3W16 _ grog 65ses6o —-O : �.4;1 ftey.8y: Rev.Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE �C:) F •�4J NO CHANGES THIS SHEET AGK 7121/20 N.VENICE,FL 3427$ (� Fc or3tDQ.. (941)460-1600 :�S .'••...... G��� SaAes/NodeL 7N-T.' Draw]a9 Na Rew. REGISTRATION 029296SGO150A S. [18 of 28. SGD15OLMI-NOA A A.LYNN MILLER,P.E. P.EO 7O5 TYPICAL ANCHORS _ SEE ELEV. FOR SPACING PANEL WIDTH O LOAD BEARING #10 X 1-1/4"SS PH SMS '11 PANEL WIDTH SHI G 1 1 PER CLIP D.L.O. J 1 M2 �B X 3/4"SS FH SMS D.L.O. 1 PER CUP 1 E5 0. O n 0 0 o O O O W PRODUCT REVISED '� E4 as complying with the Florida eertaer-eL Building Code FIXED PANEL D.L.O. INTERLOCK NOA-No. ' 20.0729.06 (REINFORCED) EXTERIOR Expiration Date.0 9/22/2025 NOM.PANEL WIDTH BY. Miami-Dade Product Control DOOR FRAME WIDTH - .. 10Y WOOD BUCKS L1 z 1/4"MAX. SEE NOTE SHEET 1 .= O Q10 X 1-1/4"SS PH SMS LOAD BEARING 1/2"MAX. 0o i PER CUP SHIM METAL TYPICAL ANCHORS STRUCTURE SHIM 1/2`MAX. LOAD BEARING SEE ELEV. �f8 X 3/4"SS FH SMS FOR SPACING 1 PER CUP ING LOAD BEARING K 1 ` SHIM PANEL WIDTH TYPICAL ANCHORS SEE ELEV. t'r•�'• FOR SPACING D.LO, —4U TYPICAL ANC RS SEE D FOR SPACI C 0 0 Wp - b B EXT. W O EXTERIOR DOOR FRAME WIDTH DOOR FRAME WIDTH 8 FIXED PANEL EXT. TWO TRACK DOOR DETAILS 11 t 1 t t n t DOOR FRAME WIDTH laic: Drown W. Impact Realstaot `�`�0``,1I L. i.'•�j/��'i� SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®vand ows&OOooea /1EY WOOD BUCK p note. CGIDdDR4AN0WiNDOW9,wc. No.5II705R = WOOD STRUCTURE s1e0w106iH S1REET <<' 5/22/19 'FLatme SEE NOTE SHEET 1 2-TRACK DOOR DETAILS ( set s�so Revision: Rw.* Rev.Data: PREPARED BY LYNN MILLER• •'•• `Zo 1070 TECHNOLOGY DRIVE �q, STATE OF (V� NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 94275 (941)480-1600 : is •''•••.... G Senee/dlodeh SWIM* Sheet: Drawing Na. Rev: REGISTRATION*29296 'Itl,,I1 11AL 111 SGD-15O LMI N.T.S. 19 OF 28 SGD15OLMI-NOA q A LYNN MILLER,P.E. P.E.#5670.5 SEE SHEET 15 FOR ANCHORS Z e EDGE DISL 3 5/5 EDGE EDGE DIST. 3 5/9• EDGE DIST. 3 5/8" REFER TO SHEET 15 FOR VARIOUS . d::' •.. GIST• :' a;' INSTALLATION CONDITIONS. N y •'d A4• •� •AA J WEEP SIZE 1/4e X 1/8- Mil O 0 ® O ® m OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL W i si si W I I I I o a SILL RISER POURED&HARDENED E8.1 REO➢.FOR LOADS HIGH STRENGTH GROUT ABOVE+80 PSF NO SHRINK,NON-METALUC SILL RISER f c 0 5000 PSI MIN. E8 REDD. FOR LOADS MNOT BY CGI WINDOWS UST TRANSFER SHEAR ® (3) T ABOVE+60 PSF E7 LOADS TO STRUCTURE I f 1 f m S2 'fr W 9 N _ N N PRODUCT REVISED rn B lding Cod with the Florida Building Code NO a ^ Expiration Date:0 ... ... • . . ..o.. 1 ...: ;... 'ate.. w.. .� � .... ;.'. 9/22/2025 �F91, +••x �• n.. m a. 3 KSI CONC. •�' . a' a. 3 KSI CONC. EDGE DS'T. 3 5/5. EDGE DI§T. 3 5/8'• EOGE DL§T. '3-5/$ Miami-Dade product Control • - `it,xl xl7 flllf SEE SHEET 15 FOR ANCHORS w Vcr 11, FOUR (4) TRACK DOOR DETAILS Will.: °"'"°°j �Impact110*1[tiTit �w: ''' • 11�j, SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK w1mim&DDDre ��• 4tCCr wDA8a Ra8aor. '•.?� on: Date: CGI 3MWW1oATHHSTRREErDOWB.INR ;1r:' No.5870e" -t 4-TRACK DOOR DETAILS 5/22/19 HIAEAH,F1.33018 PREPARED BY LYNN MILLER i0 .•, a-I g Revfsfan: Rev.By' Rev'D°t°° 1070 TECHNOLOGY DRIVE ��.5�'•. hTC '.f � NO.CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 3427548600 %f�V�''-''LOTtIOF*•.•'�� Sages/AfodO. Scafe: Sheet Drawxn9 Na. 941)R— ( REGISTRATION#29296 1,f1��U 1 i SGD-150 LMI N.T.S. 20 DF 28 SGD15OLMI-NOA A A.LYNN MILLER,P.E. PZ#58705 TYPICAL ANCHORS SEE ELEV. PANEL WIDTH FOR SPACING 1/2"MAX. (i'Z E6 .. . LOAD BEARING _ SHIM M15A t t o.�o. Pcomplying p Y 9 w ROmREVISEDoAda — Building Code $�4 NOA-No. 20-0729.06 Explratlon Date:09/22/2025 Miami-Dade Product Control 1/2"MAX. ^0 LOAD BEARING #10 X 1-1/4 'SS PH SMS t 1 1 OO SHIM . - 1 PER CUP `� ;•••.' a' o 3.PER PANEL . 6114A M7 W o TYPICAL ANCHORS AT 18"'FROM EACH END M2 SEE ELEV; AND 9 MID SPAN FOR SPACING #8 X 3/4"SS FH SMS LOAD BEARING METAL ��••• 1/4'MAX. 1 PER CUP SHIM STRUCTURE H - LOAD BEARING METAL - g .• _ L3 SHIM STRUCTURE TYPICAL ANCHORS SEE 7 'm FOR SPACELEV.ING EXTERIOR TYPICAL ANCHORS N SEE ELEV. DOOR FRAME WIDTH FOR SPACING 1X8 OR LARGER WOOD BUCKS t•• 1/2"MA)L N LOAD BEARING I.^;•� SHIM > 8 m N EXTERIOR TYPICAL ANCHORS .. SEE ELEV. FOR SPACING t 0 DOOR FRAME WIDTH ' Q 5 EXTERIOR B EXTERIOR DOOR FRAME WIDTH N N m Title: Drawn By. Impact llOSISant ��`��•C1(Ll'l�(,�� U�f,r SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK is ```� .•• ' �l/ '•' 0 ENSC•,!� estop on: Dato: CW DOORS AND WINDOWS,INC. = V�•• ';��;• 3180 W 101TH STREET ,R3301e `..:• No.58705 /�� 4 T HIALEAH RACK DOOR DETAILS 5/22119 (300593a S0 2X8 OR LARGER WOOD BUCK FOUR (4) TRACK DOOR DETAILS PREPARED BY LYNN MILLER Revision: Rev.By: Rev.Data: OR � 1070 TECHNOLOGY DRIVE :.14Z`` .ZD WOOD STRUCTURE NO CHANGES THIS SHEET AGK 7/21/20 N,VENICE,FL 34275 Q••, � .1 OF (941)480-1600 ES'•.�f,ORID�;.•••�����` Smd /Wodeh Seale Sheeh Drvain9 No. Rav: �� SGD-150 LMI N.T.S. 21 OF 28 SGO15OLMI-NOA A REGISTRATION#29298 �.,s�r0lltAL ` A LYNN MILLW,,kv I Y.E.#58705 \� J #10-16 X 1/2" HH SELF DRILLING SCREWS AT 6"FROM ENDS& 12"O.C. O90' CORNER ©13S CORNER c5 - 0 I #10-24 X 1/2" $10-24 X 1/2"J FH THREAD CUTTING SCREWS F - - FH THREAD CUTTING SCREWS 1 - 5 o AT 6'FROM ENDS& 12'O.C. AT 6"FROM EN & 12"O.C. 'i J 0 W 1 II C E32 o — o _ o - 1 I �O 1 p EXTERIOR EXTERIOR D.L.OPG. PANEL WIDTH PANEL WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH - Z110-16 X 1/2" DETAILS APPUCABLE FOR OUTSIDE CORNERS ONLY HH SELF DRILLING SCREWS AT 6"FROM ENDS & 12"O.C. _ 1 3/4° 3 5/8" 3 5/8" .. � �y1� PRODUCT REVISED as complying with the Rarlda (4)ANCHORS x+ ,yea (4)ANCHORS Building Code } NOA-No. 20-0729.06 Expiration Date:09/2212025 �B B, ®y_Isw2;f Gb,ei (6)ANCHORS -F (6)ANCHORS Miami-Dade Product Control r 46 3 k. j 6. 3 6' J (8)ANCHORS -E- #• (8)ANCHORS :tttlrrr . B" TWe: a1°1°^Sr. IDIQaelNB8018R1 �� ���VAIV C. I 3" I 3" e" SENTINEL 150 ALUM SLIDING GLASS DOOR(LM.I.) ASK ®WInd61Ys 3 DooR �c�•4;�Er��F TWO jy TRACK THREE T31 TRACK FOUR(gl TRACK =TW—O=1S7)TRH TN=RE�I (,31 iRAGK FOUR(4)TRACK phan: Ode. r _ COI DOOMANO WINDOWS,Mr. 378O W 1047H STREET _7:: NO,58705HWEAH - CORNER DETAILS 5/22119 (. s9sassh iM5W R.S301S _ s f _ PREPARED BY LYNN MILLER •; Revision: Rev.DY: Ray.D.N. q ri`. 1070 TECHNOLOGY DRIVE ll7�" -3.v 22 NO CHANGES THIS SHEET AGK 7/21120 N,vENICE,FL 34275 F ;4 Sedas/Nadd: Sheet oraroing N. Rev. SGD-15OLMI N.T.S. 22 OF 28 SGD15OLMI-NOA A REGISTRATION#29296 Scala l'1q�1� A.LYNN MILLER,P.E. P.E#58705 TYPICAL ANCHORS TYPE A. 8 OR C O 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 ;�. BLOCK . 2 - POCKETED JAMB 1 ,;L WOOD METAL m z mN 9 J EXTERIOR ® a TYPICAL AT PANEL 4 CORNERS POCKET CAVTTY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ DOOR FRAME WIDTH NOM. PANEL WIDTH PRODUCT REVISED O O O O OO O as complying with the FTorlda Building Code NOA-No. 20.0729.06 Expiration Date:09/22/2025 Miami-Bade product Control EXTERIOR ,�tttl;tlilrrrr�. 7TUe: Dawn SY•• Impact 1189 tact ........ SENTINEL ISO ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® orc4taEnrS p n; Date: CGID00R3AN0WD=W8,ING ZN0.587DJ '� 3780 W iDGH STREET DETAILS 5/22/19 "MI.M'/71-3101e = - raos593.e590 —_ o Lq �1 Reviskn: Rev.W.i Rev.Date: PREPARED BY LYNN MILLER ' 1070 TECHNOLOGY DRIVE �40'•, SKATE F (V+ NO CHANGES THIS SHEET AGK W21/20 N.VENICE,FL34275 (r''•.°i ORIO -.•' �� ~ (941)48D-1600 ��S '•-•-- C Series/Madel: Scale: Sheet Growing N. R., s'v. prdgl. REGISTRATION 429298 r r i t;I l l l t t t SGD-150 LMI N.T.S. 23 OF'28 SGO15OLMI-NOA A A.LYNN MILLER,P.E. P.E.058705 CODE PARS'No. DESCRIPTION MATERIAL MANDF. REMARKS CODE PART No. DESCRIP'IION U&7'ERIAL MANUF. REMARKS ' E7 CGI-183 FRAME SILL 2 TRACK 5063 76 CGI EXTRUDER M2 -CGI-171C FIXED PANEL OUP(2-1/2'LONG) 6063-T5 - 3 0 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 CC]EXTRUDER - M10 CGI-176 FRAME HEAD AN71UFT&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 UORAFAB OR EQUIV. - E5 CGI-154 INTERIOR INTERLOCK 6063-TS CGI EXTRUDER - M12 BOTTOM RAIL STIFFENER, V 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/Sr AME58URY 2 PER OPERABLE PANEL E7 CGI-158 TOP&BOTTOM HORIZ 6063-TB CGI EXTRUDER - I MM 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL EB CGI-157 SILL RISER 6063-16 CGI,EXTRUDER M14 SGD-500 DUAL MORTISE LOCK SIM SULLIVAN ATTACHED TO SGD-503 EB.1 CGI-181 ALT.SILL RfSER(OPTONAL) 6063-T6 CGI EXTRUDER - Mm PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-76 CGI EXTRUDER - MIS SOD-507 KEEPER ZINC SULLIVAN INST.W/2 a10X3/4-PH E10 CGI-159 INTERLOCK REINFORCING(LENGTH-FRAME HT. -87 6063-76 CGI EXTRUDER - MISA SGD-507N KEEPER ZINC INTERLOCKS INST.W/2 B70X3/4-PH E71 CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST.W/2 g10X3/4-FH E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - M16A PSO1-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.W/2 g10X3/4"FH E13 CGI-185 FLUME HEAD 3 TRACK 6063-76 CGI EXTRUDER M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER MIS SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - E15 CGI-170 POCKET HOOK 6063 76 CGI EXTRUDER M19 SCS2000 SILPRUF SEALANT SIUCONE GE - E16 CGI-121 7/1V GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - M20 CGI-177 PANEL TOP&BOTTOM DUST PILE WOOL./PVC SULLIVAN OR FAUN. 4 PER PANEL E17 CGI-123 1"GLASS GLAZING BEAD 6053-T5 CGI EXTRUDER - M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAS OR EQUIV. i PER INTERLOCK/ASTRAGAL E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. E79 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-76 CGI EXTRUDER M23 HD-12-10042 ,350"REACH POCKET SEAL - AMESBURY - E20 CGI-155A MAIN STILE (OPTIONAL) 6083-76 _COI EXTRUDER - S2 - #10 X 1 1/4-LG.PHL PH.SMS. STJS.ASY.SCREW - 2 OR 3 PER CORNER E21 CGI-156A TOP&BOTTOM HORR (OPTIONAL) 6063-T6 OGI EXTRUDER - E22 CGI-15BA ASTRAGAL (OPTIONAL) 6063-TS CGI EXTRUDER - E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-T6 CGf EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CGI EXTRUDER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT E25 CGI-184 - 2.3&4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - MAIN STILE AT 40" FROM BOTTOM PRODUCT REVISED E26 _CGI-187 2,3&4 TRACK FRAME HEAD.SCREW COVER 6083-75 CGI EXTRUDER - as complying with the Florida E27 CGI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063-T5 CGI EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) Building Code ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) NOA-No. 20-0729.06 F28 CGI-1028 FRAME HEAD 4 TRACK 6063-176 CGI EXTRUDER - ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) Expiration Date:09/22/2025 C29 CGI-1029 FRAME SILL 4 TRACK 6063TS CGI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) 1:<� r: j,"i. E30 CGI-1Q30 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - By._ 7. E31 CGI-la57 FEMALE CORNER ADAPTOR(SIT) 6063-TB CGI EXTRUDER - Mleml-Dade Product Control E32 CGf-1058 FEMALE CORNER ADAPTOR(136) - 6083-TS CGI EXTRUDER - DOUBLE POINT LOCKS:LOCATED AT AI AND 13 T CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40"AND 78" FROM E33 CGI-1059 MALE CORNER ADAPTOR 8063-T6 CGI EXTRUDER BOTTOM M1 CGI-382V GLAZING BULB VINYL(DUROMETFR 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 TI.: OImpadReddant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK WIndone A Doors �. ONY Ly�fV�� MIeIm81AOA0ER" . `y�.,• -,WEHSC •.C�'" COIDOORSANDWWDOM INC. oescric Tote: 31m W 1e11H stREEr 5122119 HwFAH.FL33a18 �' NO.587� BILL OF MATERIALS Revtsian: Rev.W. Rev.Date: PREPARED BY LYNN MILLER1070 NO CHANGES THIS SHEET AGK 7/21120 N.VENICHNOLOGY L34275 RIVE La4lvjasaisoo az7s ;SOT s�r-Z) tl Sew/Modek Scale: 5haeh DmrtnH Na. LA i s Q.... . N SGD-150LMI N.T.S. 24 OF 28 SGD16OLMI-NOA REGISTRATIONA29298 sQNAL aG� A LYNN RI PIE,I 1 I'�#58705 4.735 F5.921 1.340 1.340 .070 -� 6 70 -^{ r--675 �-L 860 .847 1 250 .847 '750F .995 I I .0 00 .975 .995 - 5 3.255 A250 1.184 1.184 3.255 4250 O FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) Lto.7 GLAZING BEAD GLAZING BEAD •070 III rtrtrt nnnLAM. GLASS INSUL.LAM.GLASS .995 .075 .075 1.508 1.186 .070 E o 07D 2,60D Q Top/BOTTOM HORIZ _� TOP/BOTTOM HORIZ (OPTIONAL) *40 .75� A3.000 .725 .065 -664 1.501 •O60 1.831 3.000 .070 •995 ,070 F�----4.735-�i 5.921 '� .125 1.490 1.415 O FIX. PANEL CUP 156 1.490 1.415 El FRAME SILL (2 TRACK) � FRAME SILL (3 TRACK) 3,00D .120 i 3.750 3,75D 2.005 ® 2.005 02. .D7D EXTERIOR INTERLOCK (OPTIONAL) .155 •125 Q MAIN STILE .695 1 366 ].750 ® MAIN STILE (OPTIONAL) 3.000 2755 .070 .265 .125 3.000 1.610 1.870 ,015 995 ,095 3.510 O 3.572 1.600 71-If0 •07D 1.770 A60 1.415 SILL RISER (OPTIONAL) 1.610 1.870 1.770 .060� 1.415 L�J- 3.108 3572 2.005 1.255 2.005 •070 .070 2.005 1.625 2.005 Q INTERIOR INTERLOCK 582 1 I 255 INTERIOR INTERLOCK (OPTIONAL) E14 OUTER TRACK ASTRAGAL STILE Q INTERIOR TRACK ASTRAGAL STILE '995 L18s 2120 ® 2.005 1.825-42 osD 119 INTERIOR TRACK ASTRAGAL 1•g31 POCKET HOOK (OPTIONAL) PRODUCT REVISED 1.501 as complying with the Florida DuIlding Code 3.750 125 1.310 NOA-No. 20-0729.06 .155 ..156 Expiration Date:09/22/2025 INTERLOCK REINFORCING 3.000 Dy:_l y"7 I.«•may E4 EXTERIOR INTERLOCK Mlaml-Dade Product Control .070 .572 ,V 1tllt lltt77, 3.510 .625 1711e: bllpact Resistant poll'LY rtf2/��': 1.870 741 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windom&Doors t�•'•1-1GEkgi''•���^ 1.60� 7 � - 1.920 2.591 sanp on: Dato: CDI DOORS AND Y7INDOW9,INC, 379nw10a1ttGMU No.56705 ' 2.670 3,341 5l22l19 NW.EA1t,FL33016 L.L .082 EXTRUSIONS M515936sw 2.005 Revision: Rev.W.. Rev.Data: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE C^. TAT6 OF <U n +�4✓; NO CHANGES THIS SHEET AGK 7l21/20 N.VENICE,FL34275 `L OnID"- E23 ® .625 .625 Sones/M.*L• Seale: Shoat: Draw7ng No. Rer. U�V••..'-•G\"� SILLCOVEROPTIONAL REGISTRATION#29296 l:;7NA' t,, OUTER TRACK ASTRAGAL (OPTIONAL) ( ) ®.t SGD-150 LMI N.T.S. 25 of 28 SGD150LMI-NOA q 11 i 100, t'• SILL RISER (OPTIONAL) A.LYNN MILLER,P.E. P.E.058705 1.886 1.375 510 .125 1.615 2270 .060 .128 7.888 .12� .126 Lf 260 .190 7.850 +I 125 .640 3.528 ® FRAME HEAD COVER 1.E2. 1.485 4.765 .065 774 .190 .774 ,190 1.330 HOBO21 ��64102.412 1.520 1.886 \ / 1.347 ,344 2-581 Y .625 FRAME SILL COVER 61 FEMALE CORNER ADAPTOR (9(r) r32 FEMALE CORNER ADAPTOR (135') E33 MALE CORNER ADAPTOR@ FRAME JAMB (2 TRACK) 243-, 1.375 1.791 O60 1.620 1 © FRAME JAMB COVER 5.951 .OBO 1.620 .725 •085 .125 .545 1.620 1.508 ,I .090 -065 625 .664-�•I I FRAME JAMB (3 TRACK) M2 FIXED PANEL CUP PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20.0729.06 Expiration Date:09P22l2025 By,_I s -7 l L h+s Miami-Dade Product Control Rfle: Dram 7 � 1Y Lpv -�; Impact Re>datatd ti.....,,N SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK WIBdm&Dam 0'' ( ) rnrEtalrorclgn- ��.' L1t,Er15�.�� D-dPtiom OoM: CMDOORSA37WWIDM STR QIWW9,INC. 37811W1067H 81REEf N0.38705 EXTRUSIONS 5/22/19 (t0* Masote ="-' 7- �� '. •3; Revision: Rev.gy. V.Date; PREPARED BY LYNN MILLER J1 I)2.O t','r- 1070 TECHNOLOGY DRIVE Q Z oT„T OF •' Q` NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34276 �� (941)480-1600 'PCs•'•�t6R1Di,.-' \S Serios/Modeh scale SA7" jDSGD150LMI-NOA mriry No, Ren ,i,SJ ••Grp ��• SGD-150 LMI N.T.S. 26 OF 28 A REGISTRATION#29298 ,�A l)I I I 1 lL A LYNN MILLER,P.E. P•E.#58705 7.750a OB S2 .925 .057 12550 E2e FRAME HEAD (4 TRACK) ago- 2 .800 .753 7.730 O FRAME SILL (4 TRACK) FRAME TOP CORNER 1.375 4 TRACK SHOWN 1.620 PRODUCT REVISED as complying with the Florida 1.620 Building Code NOA-No. 20-0729.06 L7 Expiration Onto:09/2212025 7.750 1.820 •� Miami-Dade Product Control .080 .095 1.620 .6. 0 FRAME JAMB (4 TRACK) .ittlttirr;i. TiOe: DfO1'"�' wad Reslsle0t ����• f!'i f�f "% SENTINEL 150 ALUM SLIDING GLASS DOOR(L,M.1.) AGK ®Wlndmvc III Doorsowaip `ICE;,;'•-.Ji on: Dotes CGIDODRSANDWINDOW9.0iC. ` '� •, •`�'O 3MWI04THSTREET 5S705 INSTALLATION DETAILS,EXTRUSIONS 5122/19 H1AIEAH,FL33010 C�sesesm Revision: Rev.By: Rev.Dote: PREPARED BY LYNN MILLER 7'�•'1 Z D It NO CHANGES THIS SHEET AGK 7/21/20 107o TECHNOLOGY ORNE -'O '. sT TE; F : N.VENICE.FL 34275 i'n P L� 941)480-1600 :Cis• ORIO•,, �C�; FRAME BOTTOM CORNER Serle:/ModeL• Scale: sheet: Omring No. Rev: ,s REGISTRATION#29290 �r�1 '�1vAL 4 TRACK SHOWN SGD-150 LMI N.T.S. 27 OF 28 SGD150LMI-NOA A 'lilt t 1I I III'I A.LYNN MILLER,P.E. P.E#58705 52 / Q e FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER MITERED BEAD CORNER(TYPICAL) G 52 PRODUCT REVISED" as co plying with the Florida Buildinmg Code NOA-No. 20-0729.06 Expiration Date:09/2212025 PANEL TOP/BOTTOM CORNER Mlaml-Dade Product Control FRAME BOTTOM CORNER SQUARE BEAD CORNER(OPTIONAL) 2 TRACK SHOWN `;jlllf�illl7j 719e: Drown Dr OIRIpEE1 Res4ttet ��. \U\. ,,,vn�1 i� SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.1.) AGK windmil Dom `�`��' �•IC[Dlsf /��� sanp Date: CGI DOORSAN01MND0WS.INC. _ No.587O5 3MWI04THSTREET INSTALLATION DETAILS 5/22119 M5)503 4590 FLssmePREP FRAME BOTTOM CORNER Rtdsfon: Rev.SY: Rev.Onto: 1070 TEC NOLOGY OME MILLERBY LYNN '�� „ TIE F D'•��� 3 TRACK sHowN NO CHANGES THIS SHEET N.VENICE.FL 34275 AGK 7/21/20 (941)480.1600 Senee/Nadel• Dr—fn0 Na R°v' REGISTRATION#29296 SGD-150 LMI N.T.S. 28 of 28 SGD15OLMI-NOA A A LYNN MILLER,P.E P.EB 58705