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Product Approval
MIAM MIAMI-DADE COUNTY M DADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy CGI WINDOWS and DOORS, INC. 3780 W. 103rd Street Hialeah, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I. APPROVAL DOCUMENT: 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., 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 controls for the entire assembly. For Doors w/ corners, see limitation note 4, below. 3. Max shim not to exceed lh" at Head/jambs & ''/z" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into cone. 4. Units containing 90° & 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 NOA # 17-1218.20 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18, 2019 Page 1 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 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 8 -panel, Alum SGD w/ Pockets & 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file #15- 0619.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of 6 -panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA -3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & sealed by Ramesh Patel, P. E. tC,�,. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18 , 2019 E-1 c 1►I l # ' � _ s ►1717�Z�7:7►�`1►CM NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /412-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5th Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 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 5th 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 I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18, 2019 E-2 1' 1� ,r� 1�•" I' 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 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, 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 (6th 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. New Evidence submitted 1 `0._VC: 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 consist 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. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18, 2019 E-3 CGI WINDOWS and DOORS INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. REF Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings of an aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 19-936, dated 04/15/19, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS (submitted under file # 17-1011.18) 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DE Nemours & Co., Inc.) for their "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 18-0103.01 issued Eastman Chemical Company (MA) (Former Solutia Inc.) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 12/11/23. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) (Former Solutia Inc.) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. (former E.I. DuPont De Nemours & Co., Inc.) for their "Trofosil® Ultra Clear, clear & color PVB Glass Interlayer", expiring 07/08/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Test Proposal No. 19-0219 issued by the Product Control Section, dated March 13, 2019, signed by Ishaq Chanda, P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15- 27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated May 22, 2019, signed and sealed by A. Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.20, expiring 09/22/2020. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18, 2019 E-4 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR 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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA - BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B 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—METALLIC 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. Title: Drawn By: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description. Date: COVER, INSTRUCTIONS 5/22/19 Revision: Rev. By: Rev. Date: ORIGINAL ISSUE Series/Model: Scale: Sheet: SGD-150 LMI N.T.S. 1 OF 28 Drawing No. Rev: SGD150LMI-NOA 0 LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT �IIIII Resistant ���\\\�`o� LYNN/LIj ®Impact Windows & Doors .��• \,ACENsF WE'RE STRONGERTM 3780 W. 104th Street, Hialeah, FL 33018 Tel: 305.593.6590 Fa:: 305.593.6592 = �C : No. 58705 _ •. 1 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE °. - N. VENICE, FL 34275 ®�'•MS !�� (941)480-1600COPYRIGHT i� '•.�<ORIDP.•'�y`((`'''\��� Q 2019 CGI WINDOWS &DOORS �/ �/ \ \\ ®NAL ALL RIGHTS RESERVED \� /III I 1 \ \ \ �.�. CERT. OF AUTH. #29296 A. LYNN MILLER, P.E.# 58705 1 13/16" MIN. U) M uj ¢Of �O � U 3 TRACK JAMB ANCHORS I 14" " :i MAX. M �- 48 1/8" NOM. PANEL WIDTH FALSE MUNTIN OPTIONAL I A C 2 w - _ X = 0 c0 U-1 o of _ w o z � a O 0 (8) ANCHORS CLUSTER SHOWN ANCHORS IN PAIRS AT HEAD/SILL/JAMBS E 282 13/16" MAX. DOOR FRAME WIDTH 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 FOR CAPACITY (6) ANCHORS SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE CLUSTER SHOWN 15 INTO CONC. AT 3" O.C. SEE CHART ON SHEET � 15 FOR CAPACITY U (z 6" IMme'' I I 3" 711/ \ 48 1/8" \ PANEL WIDTH 48 1/8" PANEL WIDTH I-- 3 TRACK HEAD ANCHORS 6" MAX. X HEAD/SILL < CORNERS iD - - - - ----� I I I I I i i I I I I I I i I � I ¢ o zz V) I Q U QO Mz 2n �=IO Y w ¢ I Cr " iD UO <uj w1 i Zwl O I I UJ 00 I ani I I POCKET JAMB (SEE SHEET 6, 8, 11 Frt & 12 & DETAIL M ON POCKET SHEET 23) JAMB ANCHORS (SEE SHEET 23 FORDtjC � � TYP. INSTALLATION) IgM fit code 3 TRACK AeccPt e N -,04961.0 LL ANCHORS Date (1) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (1) WEEP CLUSTER Title: Drawn By: �� O`er SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Impact Resistant ��\ �� ''``GENS ' jf ® Windows & Doors TYPICAL ELEVATION Description: Date: WE'RE STRONGER— No. 58705 ' TESTED UNIT _ 5/22/19 Tel: W. 593th Street, Hialeah, 59 .6592 = ELEVATION Tel: 305.593.6590 I Fax: 305.593.6592 — F 311 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER �°, D.L. OPENING %C; S ATE 1070 TECHNOLOGY DRIVE D.L.O HEIGHT = DOOR FRAME HEIGHT — 9 11/16" '� °' . F ORIGINAL ISSUE N. VENICE, FL 34275 (941) 480-1600 A0 PANEL ORIDI' , •' \�� D.L.O. WIDTH = NOM. PANEL WIDTH — 6" / SS PANEL HEIGHT = DOOR FRAME HEIGHT —1 3/16" Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 // /ONAL `, CGL RIGDOS RESERVED 0/111100\ ` SGD-150 LMI N.T.S. 2 OF 28 SGD150LMI-NOA 0 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 REINFORCING _ AT INTERLOCKS 71— OPTIONAL G �I CIH.SEE H SHEET 13 M FOR CAPACITY ,2 1 /811 2 POINT SINGLE LOCK 42 1/8" 11I.L. OP11L1 D.L. OPG. o II II ' SEE SHEET 24 FOR DESCRIPTION �• �. �. _--,T— 'TI--- a a i1 Ii II II II II Ld 0 Z U B D F (6) ANCHORS SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE CLUSTER SHOWN 15 INTO CONC. AT 3" O.C. SEE CHART ON SHEET � 15 FOR CAPACITY U (z 6" IMme'' I I 3" 711/ \ 48 1/8" \ PANEL WIDTH 48 1/8" PANEL WIDTH I-- 3 TRACK HEAD ANCHORS 6" MAX. X HEAD/SILL < CORNERS iD - - - - ----� I I I I I i i I I I I I I i I � I ¢ o zz V) I Q U QO Mz 2n �=IO Y w ¢ I Cr " iD UO <uj w1 i Zwl O I I UJ 00 I ani I I POCKET JAMB (SEE SHEET 6, 8, 11 Frt & 12 & DETAIL M ON POCKET SHEET 23) JAMB ANCHORS (SEE SHEET 23 FORDtjC � � TYP. INSTALLATION) IgM fit code 3 TRACK AeccPt e N -,04961.0 LL ANCHORS Date (1) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (1) WEEP CLUSTER Title: Drawn By: �� O`er SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Impact Resistant ��\ �� ''``GENS ' jf ® Windows & Doors TYPICAL ELEVATION Description: Date: WE'RE STRONGER— No. 58705 ' TESTED UNIT _ 5/22/19 Tel: W. 593th Street, Hialeah, 59 .6592 = ELEVATION Tel: 305.593.6590 I Fax: 305.593.6592 — F 311 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER �°, D.L. OPENING %C; S ATE 1070 TECHNOLOGY DRIVE D.L.O HEIGHT = DOOR FRAME HEIGHT — 9 11/16" '� °' . F ORIGINAL ISSUE N. VENICE, FL 34275 (941) 480-1600 A0 PANEL ORIDI' , •' \�� D.L.O. WIDTH = NOM. PANEL WIDTH — 6" / SS PANEL HEIGHT = DOOR FRAME HEIGHT —1 3/16" Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 // /ONAL `, CGL RIGDOS RESERVED 0/111100\ ` SGD-150 LMI N.T.S. 2 OF 28 SGD150LMI-NOA 0 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 1 13/16" MIN. FALSE MUNTIN OPTIONAL x REINFORCING AT INTERLOCKS 11� 2 TRACK - mLd Q ct JAMB ANCHORS in 0 III II SINGLE LOCK SEE SHEET 24 FALSE MUNTIN OPTIONAL 6 Io— I TYP. ANCHORS IN PAIRS AT HEAD/SILL/JAMBS _ C1 \ (8) ANCHORS CLUSTER SHOWN 190 9/16" MAX. DOOR FRAME WIDTH 14" MAX. HEAD ANCHORS 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3" 0. C. SEE CHART ON SHEET 15 FOR CAPACITY I I 1 i x REINFORCING AT INTERLOCKS w - _ II it --- II II Ij jl X x III II SINGLE LOCK SEE SHEET 24 I� �I w FOR DESCRIPTION w \ a- 0 714 O Q U- 00 / u') u') O Z Q IL 6 Io— I TYP. ANCHORS IN PAIRS AT HEAD/SILL/JAMBS _ C1 \ (8) ANCHORS CLUSTER SHOWN 190 9/16" MAX. DOOR FRAME WIDTH 14" MAX. HEAD ANCHORS 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3" 0. C. SEE CHART ON SHEET 15 FOR CAPACITY I I 1 i REINFORCING AT INTERLOCKS Ti it H II J 1 II it --- II II Ij jl 2 POINT III II SINGLE LOCK SEE SHEET 24 I� �I FOR DESCRIPTION 42 1/8" 42 1/8" D.L. OPG. D.L. OPG. / it l I I I� �I i Ld O' z U B1 = D1 v Jill 1 SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS — 48 1 /8" (6) ANCHORS CLUSTER SHOWN AT STILE ENDS AT 3" O.C. SEE CHART ON PANEL WIDTH 48 1/8" SHEET_15 FOR CAPACITY PANEL WIDTH 6„ � z M � wn (TESTED UNIT) TYPICAL ELEVATION (1)VEP CLUSTM REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. 14° I � 3„ MAX. __.dTYP• 8" 1 8" Wu CLUSU 1.� 8,. 8„ WEEP C USTM (2) WEEP CLUSIB (1) WEEP CLUSIB 2 TRACK HEAD ANCHORS 6" MAX. HEAD/SILL CORNERS • r. Frr POCKET 2 TRACK JAMB ANCHORS SILL ANCHORS J z J n Y J n D.L. OPENING D.L.O HEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH = NOM. PANEL WIDTH - 6" PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" Titre: urawn cy: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description: Date: ELEVATION 5/22/19 Revision: Rev. By: Rev. Date: ORIGINAL ISSUE Series/Model: Scale: Sheet: Drawing No. Rev: SGD-150 LMI N.T.S. 3 OF 28 SGD150LMI-NOA 0 Illlrl ®Impact Resistantj Windows & Doors L10ErvsF WE'RE STRONGER'" 3780 W. 104th Street, Hialeah, FL N0. 58705 33018 _ Tel: 305.593.6590 1 Fax: 305.593.6592 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE — N. VENICE, FL 34275 ®�'•. SATE 0 �` (941)480-1600 i .P<ORIDP.• COPYRIGHT© 2019'"�g ' • ° • • • ' �v\` CGI WINDOWS & DOORS / T °° ggg•••,,v®` \\ ALL RIGHTS RESERVED /Sl OVAL' CERT. OF AUTH. #29296 A. LYNN MILLER, �I.�. P.E.# 58705 REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY M 42 1/8" 42 1/8" D.L. OPG. D.L. OPG. i v Jill 1 SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS — 48 1 /8" (6) ANCHORS CLUSTER SHOWN AT STILE ENDS AT 3" O.C. SEE CHART ON PANEL WIDTH 48 1/8" SHEET_15 FOR CAPACITY PANEL WIDTH 6„ � z M � wn (TESTED UNIT) TYPICAL ELEVATION (1)VEP CLUSTM REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. 14° I � 3„ MAX. __.dTYP• 8" 1 8" Wu CLUSU 1.� 8,. 8„ WEEP C USTM (2) WEEP CLUSIB (1) WEEP CLUSIB 2 TRACK HEAD ANCHORS 6" MAX. HEAD/SILL CORNERS • r. Frr POCKET 2 TRACK JAMB ANCHORS SILL ANCHORS J z J n Y J n D.L. OPENING D.L.O HEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH = NOM. PANEL WIDTH - 6" PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" Titre: urawn cy: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description: Date: ELEVATION 5/22/19 Revision: Rev. By: Rev. Date: ORIGINAL ISSUE Series/Model: Scale: Sheet: Drawing No. Rev: SGD-150 LMI N.T.S. 3 OF 28 SGD150LMI-NOA 0 Illlrl ®Impact Resistantj Windows & Doors L10ErvsF WE'RE STRONGER'" 3780 W. 104th Street, Hialeah, FL N0. 58705 33018 _ Tel: 305.593.6590 1 Fax: 305.593.6592 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE — N. VENICE, FL 34275 ®�'•. SATE 0 �` (941)480-1600 i .P<ORIDP.• COPYRIGHT© 2019'"�g ' • ° • • • ' �v\` CGI WINDOWS & DOORS / T °° ggg•••,,v®` \\ ALL RIGHTS RESERVED /Sl OVAL' CERT. OF AUTH. #29296 A. LYNN MILLER, �I.�. P.E.# 58705 00 \ z L M FALSE MUNTIN OPTIONAL X a :i Frr POCKET JAMB ANCHORS 00 Lo z M 6" 48 1/8" NOM. PANEL WIDTH A? 3" TYP. 149 5/16" DOOR FRAME WIDTH ANCHORS IN PAIRS AT HEAD/SILL/JAMBS C� EXTERIOR I I _T Drawn By: DOOR FRAME WIDTH REINFORCING HEAD ANCHORS 14" MAX. 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3" O.C. QOf M ; 1 I H I PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE &H - OPTIONAL Rev. Date: 4 2 1/8" —TT - D.L. OPG. SEE SHEET 13 P i42 1 /81'I / w FOR CAPACITY (0 ~ x I.L. OP(31 w /. Q _ w/. 00 -77- O - X SGD150LMI-NOA 0 W�� M z W J o U a zQ 42 1/8" DESCRIPTION 71. i1 1i D.L. OPG. I I 11 11 = = = w Z o IF ff I 2 o B D = F SILL TYPE B2 ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS. SEE CHART ON SHEET 15 FOR CAPACITY 6" 14" _� 13" (4) ANCHORS MAX. TYP. CLUSTER SHOWN (SEE SHEET 22) (8) ANCHORS (8) ANCHORS CLUSTER SHOWN CLUSTER SHOWN (SEE SHEET 22)- EXTERIOR 3 TRACK HEAD ANCHORS 146 9/16" Drawn By: DOOR FRAME WIDTH REINFORCING HEAD ANCHORS 14" MAX. 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3" O.C. QOf SEE CHART ON SHEET 15 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE FOR CAPACITY OPTIONAL Rev. Date: 4 2 1/8" —TT - D.L. OPG. 97 3/4" DOOR FRAME WIDTH HEAD ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS 6" MAX. SEE CHART ON SHEET 15 HEAD 1 5' FOR CAPACITY SILL CORNERS jj H Drawn By: N REINFORCING X. N Description: Date: M AT INTERLOCKS �ILLI QOf / PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Revision: OPTIONAL Rev. Date: 4 2 1/8" 2 POINT D.L. OPG. SEE SHEET 13 P (941) 480-1600 / FOR DESCRIPTION FOR CAPACITY Drawing No. Rev: 2 POINT DOUBLE LOC S N.T.S. 4 OF 28 SGD150LMI-NOA 0 SEE SHEET 2 W J U FOR zQ 42 1/8" DESCRIPTION 71. x D.L. OPG. 2 0 /LOui/ J O J zz U x 97 3/4" DOOR FRAME WIDTH HEAD ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS 6" MAX. SEE CHART ON SHEET 15 HEAD 1 5' FOR CAPACITY SILL CORNERS jj H Drawn By: N ; X. N Description: Date: M 5/22/19 �ILLI QOf / PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Revision: Rev. By: Rev. Date: 4 2 1/8" 2 POINT D.L. OPG. DOUBLE LOCKS SEE SHEET 24 (941) 480-1600 / FOR DESCRIPTION Sheet: Drawing No. Rev: COPYRIGHT© 2019 CGI WINDOWS & DOORS SGD-150 LMI N.T.S. 4 OF 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED W J U zQ x - -" SILL TYPE B2 ANCHORS 48 1/8" 48 1/8" 2, 3 OR 4 PAIRS PANEL WIDTH AT STILE ENDS PANEL WIDTH AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY jr=: / irEP\ EXTERIOR (6) ANCHORS ---'EXTERIOR CLUSTER SHOWN (TESTED UNIT) TYPICAL ELEVATION ME�11 MIN WIDTH 11 48 1/8" PANEL W 48 1PANEL WIDTH 1 13/16" MIN. ifl Q M i0 X LIQ X Q M al' 3 TRACK SILL ANCHORS Title: Drawn By: ; X. N Description: Date: M 5/22/19 �ILLI QOf PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Revision: Rev. By: Rev. Date: �o 3 TRACK O 3 TRACK SILL ANCHORS Title: Drawn By: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK ®Impact Resistant Windows & Doors WE'RE STRONGER'" Description: Date: ELEVATION 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 Tel: 305.593.6590 I Fax: 305.593.6592 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Revision: Rev. By: Rev. Date: ORIGINAL ISSUE N. VENICE, FL 34275 (941) 480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 CGI WINDOWS & DOORS SGD-150 LMI N.T.S. 4 OF 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 !!tL T iV4/ ! 0 i No.58705 0 S ATE O �Cd A. LYNN MILLER, P.E. P.E.# 58705 H L 0 L c c c c XXX (SHOWN) _ OXX XXO XXX (REVERSE) L C 0 0 o- nnnR PRAAAF W nnnD CDA%AC IAnnTW XXXXXX (SHOWN) OXXXXO nnnD CDA%AC Wlnru Impact Resistant�ccrvs°•�� Doors ' H •�� WE'RE STRONGER'" 104th Street, Hialeah, Fl. 3301 L 3780 W. 05.593.659 Tel: 305.593.6590 1 Fax: 305.593.6592-- J1 �q23 4tj H % S° TE N. VENICE, FL 34275 (941)480-1600 H COPYRIGHT© 2019 CGI WINDOWS & DOORS � • • • • • ° •F,� �.O NAI- H / , �1 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 06 . A LILJ LjL_ 1L �Jill LA XXXXXX (SHOWN) OXXXXO nnnD CDA%AC Wlnru XXXXXX (SHOWN) r)nnD CDA%AC 1A/Ir1TU Impact Resistant�ccrvs°•�� Doors ' H •�� WE'RE STRONGER'" 104th Street, Hialeah, Fl. 3301 G 3780 W. 05.593.659 Tel: 305.593.6590 1 Fax: 305.593.6592-- J �q23 4tj H % S° TE N. VENICE, FL 34275 (941)480-1600 H COPYRIGHT© 2019 CGI WINDOWS & DOORS � • • • • • ° •F,� �.O NAI- H / , �1 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 06 . A LjL_ 1L �Jill LA XXXXXX (SHOWN) r)nnD CDA%AC 1A/Ir1TU XXXXXO (SHOWN) OXXXXO PANFI WIDTH 0 v NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 FRAME WIDTH EXTERIOR U NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 FRAME WIDTH 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 EXTERIOR U 90' CORNER DETAIL '0' ON SHEET 22v 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 N LJ L PANNI winTW v90° CORNER DETAIL '0' ON E 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH U EXTERIOR U 90' CORNER DETAIL '0' ON SHEET 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF 11 APPROVED CONFIGURATIONS ifi O WCC REVIMO Title: NON—POCKETED DOORS (NON—REINFORCED SHOWN) 6ujangC 11-s403-03 SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Aa`eogt et `%0 Description: THREE (3) TRACKS g CONFIGURATIONS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Revision: 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORIGINAL ISSUE 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Series/Model: Scale: Sheet: 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 5 OF 28 O � v NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 `�IIII// AGK Date: 5/22/19 Rev. By:j Rev. Date: Drawing No. Rev: SGD150LMI-NOA 0 Impact Resistant�ccrvs°•�� Doors ' H •�� WE'RE STRONGER'" 104th Street, Hialeah, Fl. 3301 G 3780 W. 05.593.659 Tel: 305.593.6590 1 Fax: 305.593.6592-- J �q23 4tj H % S° TE N. VENICE, FL 34275 (941)480-1600 H COPYRIGHT© 2019 CGI WINDOWS & DOORS � • • • • • ° •F,� �.O NAI- H / , �1 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 06 :6k 0111 1L �Jill N XXXXXO (SHOWN) OXXXXO PANFI WIDTH 0 v NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 FRAME WIDTH EXTERIOR U NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 FRAME WIDTH 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 EXTERIOR U 90' CORNER DETAIL '0' ON SHEET 22v 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 N LJ L PANNI winTW v90° CORNER DETAIL '0' ON E 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH U EXTERIOR U 90' CORNER DETAIL '0' ON SHEET 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF 11 APPROVED CONFIGURATIONS ifi O WCC REVIMO Title: NON—POCKETED DOORS (NON—REINFORCED SHOWN) 6ujangC 11-s403-03 SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Aa`eogt et `%0 Description: THREE (3) TRACKS g CONFIGURATIONS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Revision: 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORIGINAL ISSUE 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Series/Model: Scale: Sheet: 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 5 OF 28 O � v NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 `�IIII// AGK Date: 5/22/19 Rev. By:j Rev. Date: Drawing No. Rev: SGD150LMI-NOA 0 Impact Resistant�ccrvs°•�� Doors ' Windows & •�� WE'RE STRONGER'" 104th Street, Hialeah, Fl. 3301 N0. 58705 3780 W. 05.593.659 Tel: 305.593.6590 1 Fax: 305.593.6592-- PREPARED BY LYNN MILLER- PREPARED 1070 TECHNOLOGY DRIVE �q23 4tj % S° TE N. VENICE, FL 34275 (941)480-1600 ! ` ,"ZORM`,•'`, COPYRIGHT© 2019 CGI WINDOWS & DOORS � • • • • • ° •F,� �.O NAI- ALL RIGHTS RESERVED / , �1 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 FRAME WIDTH DOOR FRAME W. THIS APPROVAL QUALIFIES DOORS WITH APPROVED —�{ PANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 Willi -Iii ARE PRESENT. XXX (SHOWN) = H L FOR DOORS USING 90' & 135' CORNER STILES OXX G H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXO i XXX (REVERSE) L` 4L 0LLL0 © 0 EXTERIOR DOOR FRAME WIDTH FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 = L J1 H � H H O L 0 XXXXXX © O O 90' CORNER DETAIL `0' ON SHEET 220 OH 81 0 (SHOWN) OXXXXO EXTERIOR 135' CORNER DETAIL 'P' ON SHEET 22 NOM. PANEL WIDTH OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH I H J H w H H Z Q s d d af O K 0 OLl XXXXXX (SHOWN)© O /NON—REINF. EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 INTERLOCKS OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH H j � H H O N O 0 L �L�ui -L-4— XXXXXO (SHOWN) © � EXTERIOR O 90' CORNER DETAIL `0' ON SHEET 2 JOHO ON OXXXXO 135' CORNER DETAIL 'P' ON SHEET 22 NON—REINF. INTERLOCKS OPTIONAL IN LIEU OF J1 SEE CHART ON SHEET 13 APPROVED CONFIGURATIONS ft sawTitle: Drawn By: ��� L ✓��e NON—POCKETED DOORS (NON—REINFORCED SHOWN) JAji Code i SENTINEL 150 ALUM SLIDING GLASS DOOR (L°M°I°) AGK °1��R Impact Resistant � � p °•°° �EGENS ®Windows SEE SHEEP 13 FOR Dip AND REINFORCING OPTIONS �atseP�®a �¢e & Doors tom' ° THREE (3) TRACKS Description: Date: WE'RE STRONGER— •a No.58705 i CONFIGURATIONS 5�22�19 3780 W. 104th Street, Hialeah, FL 33018 - Te 1: 305.593.6590 I Fa:: 305.593°6592 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION Revision: PURPOSES ONLY. Rev. By: Rev. Date: PREPARED BY LYNN MILLER r 1070 TECHNOLOGY DRIVE 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORIGINAL ISSUE N. VENICE, FL 34275 ATE O LORiD�°,° (941) 480-1600 e�, °lc 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Series/Model: Scale: Sheet: Drawing No' 4� Rev: COPYRIGHT© 2019 �/� /Oa , ft R `l 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 5 of 28 SGD150LM1-HOA CGI WINDOWS & RS ALL RIGHTS R RESERVED 0 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 �V I = j H -- L I� � IY _ H W 10 O 01. Ia- a D I O I M 0 1 L_ PXXX(SHOWN) XXXP DOOR FRAME WIDTH PXXXXXXP (SHOWN) nr)nP FRAMF WInTH H J AGK H Description: Date: H 5/22/19 H PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Q Rev. By: Rev. Date: ORIGINAL ISSUE N. VENICE, FL 34275 M PXXXXXXP (SHOWN) nr)nP FRAMF WInTH PXXXXXX(SHOWN) XXXXXXP nnnR FRAMF WIDTH H J AGK H Description: Date: H 5/22/19 H PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Q Rev. By: Rev. Date: ORIGINAL ISSUE N. VENICE, FL 34275 K PXXXXXX(SHOWN) XXXXXXP nnnR FRAMF WIDTH PXXXXXO(SHOWN) W IW IY 10 la I PANFI WIDTH DOOR FRAME WIDTH "'^"' F. INTERLOCKS T ON SHEET 13 DANICI WInTW lam/ DOOR FRAME WIDTH nlnnl_RCI nIC InITCGI nrV<Z I— L_, r L__ r -AI CfCIVr\ 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH OII O II O EXTERIOR POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA O II O 11 EXTERIOR WaAwrIEVNIM PROVED CONFIGURATIONS OXXXXXP W C=Plybilg with uuwinc Cwk POCKETED DOORS (NON—REINFORCED SHOWN) AceeptanceNo SEE SHEET 13 FOR Dp AND REINFORCING OPTIONSDa to NOTE: THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AFIJ. 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. NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON—REINF. INTERLOCKS 90' CORNER DETAIL '0' ON SHEET 22- 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J O I O PANEL WIDTH O PANEL IWIDTH 0] 11 O O Title: H J AGK H Description: Date: H 5/22/19 H PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE i Rev. By: Rev. Date: ORIGINAL ISSUE N. VENICE, FL 34275 N PXXXXXO(SHOWN) W IW IY 10 la I PANFI WIDTH DOOR FRAME WIDTH "'^"' F. INTERLOCKS T ON SHEET 13 DANICI WInTW lam/ DOOR FRAME WIDTH nlnnl_RCI nIC InITCGI nrV<Z I— L_, r L__ r -AI CfCIVr\ 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH OII O II O EXTERIOR POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA O II O 11 EXTERIOR WaAwrIEVNIM PROVED CONFIGURATIONS OXXXXXP W C=Plybilg with uuwinc Cwk POCKETED DOORS (NON—REINFORCED SHOWN) AceeptanceNo SEE SHEET 13 FOR Dp AND REINFORCING OPTIONSDa to NOTE: THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AFIJ. 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. NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON—REINF. INTERLOCKS 90' CORNER DETAIL '0' ON SHEET 22- 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J O I O PANEL WIDTH O PANEL IWIDTH 0] 11 O O Title: Drawn By: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK ®Impact Resistant Windows & Doors WE'RE STRONGER - Description: Date: CONFIGURATIONS 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 Te I: 305.593.6590 , Fax: 305.593.6592 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Revision: Rev. By: Rev. Date: ORIGINAL ISSUE N. VENICE, FL 34275 (941) 480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 CGI WINDOWS & DOORS SGD-150 LMI N.T.S. 6 of 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 �\`,1;iltliiplJ NO. 58705 ATE OF X41 - `®ilk \�eE A. LYNN MILLER, P.E. P.E.# 58705 DOOR FRAMM—E WW. MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED I REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 = Kt ARE PRESENT. w FOR DOORS USING 90' & 135' CORNER STILES HLIMIT 011 MAX. DESIGN LOADS TO ±60.0 PSF IJ_ Of G1 O 0 0 L K1 HO EXTERIOR G1 XO (SHOWN) OX DOOR FRAME W. MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 = K1 w iT �H OX L1 _r L J O 0 K1 EXTERIOR O L1 XX #8 X 3/4" SMS DOOR FRAME WIDTH AT 24" O.C. MAX. FRAME WIDTH Ir .-- w J1 O G1 O 0 O J1 10 O EXTE RIO G1 90' CORNER DETAIL '0' ON SHEET 22 OXO (SHOWN) 135' 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 O H = Ezp" FMI I w G1 Jt irg C04 (If, / Anccept ce No ILL< x 1)e G1 O EXTERIOR J1 O G1 OXXO 90' CORNER DETAIL 'O' ON SHEET 22 XXXX(SIMILAR) 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 lllltiJl APPROVED CONFIGURATIONS Title: Drawn By: �s LY \\ '� NON—POCKETED DOORS (NON—REINFORCED SHOWN) SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant \�� ���. CEN • r,��o SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS ®Windows & Doors � ' Description: Date: WE'RE STRONGER" •' No. 58705 TWO (2, TRACKS CONFIGURATIONS 5/22/19 TeL 305.593.6590e It Fax: 305.593.6592 — NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER _ 1070 TECHNOLOGY DRIVE '. Q„� _ S AIE OF ORIGINAL ISSUE VENICE, FL 34275 ���°'. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. Mme\ (941)480-1600 %® F<ORiC>p•.•`•��;'� �` (9 � 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019�/ ° •° ��p99 CGI WIN DOWS & DOORS ✓/ vy� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 7 OF 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 nnnR FRAMF W. DOOR DOOR FRAME WIDTH FR�AME� Q WIDTH J I I � I 3780 W. 104th Street, Hialeah, FL 33018 Tel:305.593.6590 I Fax:305.593.6592 I L~jjI jF- T_ I 1 iI JTJI UI ly Q Y U d IU la I jQ O All I I Scale: I I O. L C la --J 0 M K1 CGI WINDOWS & DOORS SGD-150 LMI 90' CORNER DETAIL '0' ON SHEET 22 I 7SGDOLMI-NOA Q PX (SHOWN) XP nnnR FRAMF W. PXXP nnnR FRAMF WInTH POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA nnnR FRAMF WInTH r -- I I I Iy IU la I I (M) to I tKIUM (K 11 nnnR FRAME W J1 DOOR FRAME WIDTH H Q PXXP nnnR FRAMF WInTH POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA nnnR FRAMF WInTH r -- I I I Iy IU la I I (M) to I tKIUM (K 11 nnnR FRAME W PXX (SHOWN) XXP H DOOR FRAME WIDTH H Q LjLj J PXX (SHOWN) XXP PXXXXP nnnR FRAMF WInTH H DOOR FRAME WIDTH H AGK ®Impact Resistant Windows & Doors WE'RE STRONGER'" J � I 3780 W. 104th Street, Hialeah, FL 33018 Tel:305.593.6590 I Fax:305.593.6592 L~jjI jF- k iI JTJI UI ly rn 11 d IU la UI al i (941) 480-1600 I I Scale: I I O. L COPYRIGHT© 2019 --J O EXTERIOR J1 0 CGI WINDOWS & DOORS SGD-150 LMI 90' CORNER DETAIL '0' ON SHEET 22 8 OF 28 7SGDOLMI-NOA Q 135' CORNER DETAIL 'P' ON SHEET 22 CERT. OF AUTH. #29296 OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH PXXXXP nnnR FRAMF WInTH H - H AGK ®Impact Resistant Windows & Doors WE'RE STRONGER'" J CONFIGURATIONS Q 3780 W. 104th Street, Hialeah, FL 33018 Tel:305.593.6590 I Fax:305.593.6592 1 LA -'I� Rev. By: 1M PXXXXP nnnR FRAMF WInTH PXXXX (SHOWN) PXXXO XXXXP OXXXP r-- r-- O O NON—REINF. INTERLOCKS r -- I ( Y l0 la I FRAME WIDTH NON-REINF. INTERLOCKS HART ON SHEET 13 v 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 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. LAILMIUM (H1 v — v �J 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH NON-REINF. INTERLOCKS v LA I LINIUM u 90' CORNER DETAIL `0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS O rLLd �I 01 I O POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. Title: a H AGK ®Impact Resistant Windows & Doors WE'RE STRONGER'" J CONFIGURATIONS 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 Tel:305.593.6590 I Fax:305.593.6592 LjK1 Revision: Rev. By: Rev. Date: PXXXX (SHOWN) PXXXO XXXXP OXXXP r-- r-- O O NON—REINF. INTERLOCKS r -- I ( Y l0 la I FRAME WIDTH NON-REINF. INTERLOCKS HART ON SHEET 13 v 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 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. LAILMIUM (H1 v — v �J 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH NON-REINF. INTERLOCKS v LA I LINIUM u 90' CORNER DETAIL `0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS O rLLd �I 01 I O POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. Title: Drawn By: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK ®Impact Resistant Windows & Doors WE'RE STRONGER'" Description:Date: CONFIGURATIONS 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 Tel:305.593.6590 I Fax:305.593.6592 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Revision: Rev. By: Rev. Date: ORIGINAL ISSUE N. VENICE, FL 34275 (941) 480-1600 Series/Model: Scale: Sheet: O. Rev: COPYRIGHT© 2019 CGI WINDOWS & DOORS SGD-150 LMI N.T.S. 8 OF 28 7SGDOLMI-NOA Q ALL RIGHTS RESERVED CERT. OF AUTH. #29296 �\\IILYNIV BdIBiI� : No -58705 - 4 '. STATE F . F<DRID�, //�� % s I�`v°AL fill ` \ � A. LYNN MILLER, P.E. P.E.# 58705 F - LL a LL C C C DOOR FRAME WIDTH I XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) nr1nD CDAAAI= WIr1TW H H � G J1 H H H 3780 W. 104th Street, Hialeah, Fl 33018'-a Tel: 305.593.6590 1 Fac: 305.593.6592 I j H 1070 TECHNOLOGY DRIVE '. v AT E H i � o- e ``f ALL RIGHTS L2 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) nr1nD CDAAAI= WIr1TW XXXXXXXX (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON–REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR 4) TRACKS U CDAAIC U/InTU Q E FRAME WIDTH J1 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 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 NON–REINF. INTERLOCKS CGP rWART nM C41FFT 1'i 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. Title: urown uy: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description. Date: CONFIGURATIONS 5/22/19 Revision: Rev. By: Rev. Date: ORIGINAL ISSUE Series/Model: Scale: Sheet: Drawing No. Rev: SGD-150 LMI N.T.S. 9 of 28 SGD150LMI-NOA 0 O '! Lvkkng rc A"taac,CNO' 11-0446.S.0,3 y��11i911{{�� H Resistant H J1 ' H H 3780 W. 104th Street, Hialeah, Fl 33018'-a Tel: 305.593.6590 1 Fac: 305.593.6592 I PREPARED BY LYNN MILLER H 1070 TECHNOLOGY DRIVE '. v AT E H i V, ' 0R1D �✓ 'SI/ COPYRIGHT© 2D19 WINDOWS e ``f ALL RIGHTS L2 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 L2 XXXXXXXX (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON–REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR 4) TRACKS U CDAAIC U/InTU Q E FRAME WIDTH J1 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 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 NON–REINF. INTERLOCKS CGP rWART nM C41FFT 1'i 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. Title: urown uy: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description. Date: CONFIGURATIONS 5/22/19 Revision: Rev. By: Rev. Date: ORIGINAL ISSUE Series/Model: Scale: Sheet: Drawing No. Rev: SGD-150 LMI N.T.S. 9 of 28 SGD150LMI-NOA 0 O '! Lvkkng rc A"taac,CNO' 11-0446.S.0,3 y��11i911{{�� � `�ecEnrs� �& Resistant � �°��•°' 4� ®Impact Windows & Doors, ' WE'RE STRONGER•" NO 58705 3780 W. 104th Street, Hialeah, Fl 33018'-a Tel: 305.593.6590 1 Fac: 305.593.6592 - e PREPARED BY LYNN MILLER °> s 1070 TECHNOLOGY DRIVE '. v AT E N. VENICE, FL 34275 (941) 480-1600 V, ' 0R1D �✓ 'SI/ COPYRIGHT© 2D19 WINDOWS e ``f ALL RIGHTS {({ i�iN CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 r,r)r)D CDAxAC unnTW XXXXXXXX (SHOWN) OXXXXXXO r nnM COA\AC U111",TU VIUwl1 oy. SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK H Date: J 5/22/19 H Rev. By: Rev. Date: I H °•CC _' H '. S A TE OF �. 's H fi �s 0 n• ...• e� H ... /;r��/�'E ! & DOORS ��<\ ! / / r I ALL RIGHTS RESERVEDWINDOWS l I I I CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 i G G XXXXXXXX (SHOWN) OXXXXXXO r nnM COA\AC U111",TU XXXXXXXO (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON—REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS NOM. PANEL WIDTH NlnkA PANFI winTH 01 U FRAME NON—REINF. INTERLOCKS SEE CHART ON. SHEET 13 Q U 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 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 IN LIEU OF J U EXTERIOR U U EXTERIOR U 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. U Title: VIUwl1 oy. SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK H Date: J 5/22/19 H Rev. By: Rev. Date: ORIGINAL ISSUE H °•CC _' H '. S A TE OF �. 's H fi �s 0 n• ...• e� H ... /;r��/�'E ! & DOORS ��<\ ! / / r I ALL RIGHTS RESERVEDWINDOWS l I I I CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 i G2 L3 XXXXXXXO (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON—POCKETED DOORS (NON—REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS NOM. PANEL WIDTH NlnkA PANFI winTH 01 U FRAME NON—REINF. INTERLOCKS SEE CHART ON. SHEET 13 Q U 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 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 IN LIEU OF J U EXTERIOR U U EXTERIOR U 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. U Title: VIUwl1 oy. SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description: Date: CONFIGURATIONS 5/22/19 Revision: Rev. By: Rev. Date: ORIGINAL ISSUE PREPARED BY LYNN MILLER °•CC _' Series/Model: Scale:Sheet: SGD-150 LMI N.T.S. �10 OF 28 Drawing No. Rev: SGD150LM1-NOA 0 L3 ft-OiDuc C REVroso Plying Wift theFU46 inn C AecaP se No� 401.6 1 e5 fC �\\Illllrrrrr;, V_ 4 /� ®Impact Resistant Windows & Doors. �ICEr�IV . WE'RE STRONGER— No. 58705 3780 W. 104th Street, Hialeah, Fl. 33018 — r Tel: 305.593.6590 1 Fax: 305.593.6592 ; eq PREPARED BY LYNN MILLER °•CC _' 1070 TECHNOLOGY DRIVE '. S A TE OF �. 's N. VENICE, FL 34275 (941) 480-1600 fi �s 0 n• ...• e� COPYRIGHT© 2019 ... /;r��/�'E ! & DOORS ��<\ ! / / r I ALL RIGHTS RESERVEDWINDOWS l I I I CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 PXXXX (SHOWN) XXXXP nnnR FRAMF winTH nnnR FRAMF winTH L -- PXXXXXXXXP (SHOWN) ----J 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. r-- iW IY to la I O FRAME WIDTH NnM PANFI winTH 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 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J al ff"ZIN 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. Title: Drawn By. SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description: Date: EXTRUSIONS, BOM 5/22/19 Revision: ORIGINAL ISSUE Series/Model: Scale: Sheet: SGD-150 LMI N.T.S. �11 OF 28 Rev. By: Rev. Date: Drawing No. Rev: SGD150LMI-NOA 0 Q O AccoplrmceNo 11-0403,61 CXorstion Dat" �t H H J H ®Impact Resistant H Windows & Doors A z H 01 Qt. NO 58705 3780 W. 104th Street, Hialeah, FL 33018 - H PREPARED BY LYNN MILLER L-4—tJ-1 1070 TECHNOLOGY DRIVE STATE F N. VENICE, FL 34275 (941) 480-1600 `f '•, ¢1C1FZ0�. .°` tg� ��°"s✓y� ul M PXXXXXXXXP (SHOWN) ----J 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. r-- iW IY to la I O FRAME WIDTH NnM PANFI winTH 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 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J al ff"ZIN 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. Title: Drawn By. SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description: Date: EXTRUSIONS, BOM 5/22/19 Revision: ORIGINAL ISSUE Series/Model: Scale: Sheet: SGD-150 LMI N.T.S. �11 OF 28 Rev. By: Rev. Date: Drawing No. Rev: SGD150LMI-NOA 0 Q O AccoplrmceNo 11-0403,61 CXorstion Dat" �t `t�`y41111i//'> ,! L /�✓ o ° ®Impact Resistant . CEN Windows & Doors WE'RE STRONGER- NO 58705 3780 W. 104th Street, Hialeah, FL 33018 - Tel: 305.593.6590 1 Fax: 305.593.6592 PREPARED BY LYNN MILLER -� °• 1070 TECHNOLOGY DRIVE STATE F N. VENICE, FL 34275 (941) 480-1600 `f '•, ¢1C1FZ0�. .°` tg� ��°"s✓y� qa ,P! IO 8 COPYRIGHT© 2019 CGI WINDOWS & DOORSIgl �,fig, g ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 nnnR FRAMF winTH PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP r)nC)P FRAMF WIIITH L__ POCKETCAVITY NOT BY CGI NOT PART OF THIS NOA H H ' 1cENs.`. J •' S 3780 W. 104th Street, Hialeah, Fl. 33018 Tel: 305.593.6590 1 Fa:: 305.593.6592 H a �� H PFH Q QH 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 H Z F '� d Q H Q COPYRIGHT© 2019 WIN DWS &DORS H t 4/L 4 L3 CERT. OF AUTH. #29296 A. LYNN MIL/L�,1p.t� P\14 58705 G PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP r)nC)P FRAMF WIIITH L__ POCKETCAVITY NOT BY CGI 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. r-- m O N10KA PAKim winTW U U FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 U 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 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH hinhi DAMM UHnTU NON-REINF. INTERLOCKS U EXTERIOR U 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J EXTERIOR U 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. Title: Drawn By: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK CONFIGURATIONS Revision: ORIGINAL ISSUE Series/Model: SGD-150 LMI Scale: I Sheet: N.T.S. 112 OF 28 Date: 5/22/19 Rev. By: Rev. Date: Drawing No. Rev. SGD150LMI-NOA 0 Impact Resistant H H ' 1cENs.`. J •' S 3780 W. 104th Street, Hialeah, Fl. 33018 Tel: 305.593.6590 1 Fa:: 305.593.6592 H a �� PFH Q QH 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 r '.Vj : .°. Z F '� (941) 480-1600 i°qy °LpplDr COPYRIGHT© 2019 WIN DWS &DORS Via. S.d q�q • ..... • °.�®4, IONAL AGLRIGHTOSRESERVOED �,� \ L3 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. r-- m O N10KA PAKim winTW U U FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 U 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 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH hinhi DAMM UHnTU NON-REINF. INTERLOCKS U EXTERIOR U 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J EXTERIOR U 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. Title: Drawn By: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK CONFIGURATIONS Revision: ORIGINAL ISSUE Series/Model: SGD-150 LMI Scale: I Sheet: N.T.S. 112 OF 28 Date: 5/22/19 Rev. By: Rev. Date: Drawing No. Rev. SGD150LMI-NOA 0 Impact Resistant \\\t f// `\ 3V4�?,y ` Windows & Doors ' 1cENs.`. WE'RE STRONGERTM •' S 3780 W. 104th Street, Hialeah, Fl. 33018 Tel: 305.593.6590 1 Fa:: 305.593.6592 -- ' 58705 a �� PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 r '.Vj : .°. Z F '� (941) 480-1600 i°qy °LpplDr COPYRIGHT© 2019 WIN DWS &DORS Via. S.d q�q • ..... • °.�®4, IONAL AGLRIGHTOSRESERVOED �,� \ CERT. OF AUTH. #29296 A. LYNN MIL/L�,1p.t� P\14 58705 GLASS CAPACITY CHARTS NOM. PANEL WIDTH P NOM. PANEL WIDTH NOM. PANEL WIDTH P NOM. PANEL WIDTH APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. INTERLOCKS W/O REINF. E8 E8.1 \ � � � In LN EE -j su=� If 10 SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS EE ABOVE +60.0 PSF ONLY. INTERLOCKS WITH REINF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE haWingC pt €e Nol ( .P 0463-03 BASED ON ASTM E1300-09 (3 SEC. GUSTS) � pirstim t0. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219, \;^199111)!A Title: Drawn By: LYJV/V !J, SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant \ `� ° IGEN q .' ��� Windows &Doors .° f \i WE'RE STRONGER" Description: Date: ° P .� �'; • �`�0. 5u705 _ 3780 W. 104th Street, Hialeah, Fl. 33018 GLASS CAPACITY CHARTS 5/22/19 Tel: 305.593. 6590 I Fax: 305.593.6592 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER r °• 1070 TECHNOLOGY DRIVE 0°° f(/ ORIGINAL ISSUE N. VENICE, FL 34275 °�0 A� E rF (941) 480-1600 !� �R! D' • `' �, Series/Model: Scale: Sheet: Drawing No. Rev: COarRiGHT© 2019�✓ g`\ CGI ALL RIGHTS WINDOWS RESERVED /l !!I/I�l I�' ` �,\\\ SGD-150 LMI N.T.S. 13 OF 28 SGD150LMI-NOA 0 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 DESIGN LOAD CAPACITY - PSF (GLASS) NOM. PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES GLASS TYPES GLASS TYPES `A' & `Al' `B` & `B1' NUMBER OF INTERLOCKS INTERLOCKS PANELS W/O REINF. WITH REINF. ALLOWED EXT.(+) INT.(-) EXT.(+) 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 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 1 80.0 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 84 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 9 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 1 90 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 9 60.0 60.0 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 96 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 9 60.0 60.0 80.0 80.0 GLASS TYPES 'Al', `B1'\ INTERLOCKS WITH REINF. EXT.(+) INT.(-) 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 102 10 - - 60.0 60.0y 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 9 - - 54.4 54.4 24-1/8 30-1/8 36-1/8 4z -1/s 48-1/8 53-1/8 108 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 9 - - 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 114 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 s - - 60.0 60.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 120 10 - - 60.0 60.0 10 - - 60.0 60.0 - 10 - - 60.0 60.0 10 - - 60.0 60.0 9 - - 60.0 60.0 3/16" ANN. GLASS 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS .075" Interlayer .075" Interlayer Saflex CP With PET Core Saflex CP With PET Core .075" Interlayer Saflex Interlayer S By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR OR OR .090" Interlayer .090" Interlayer Saflex Clear And Color Glass Saflex Clear And Color Glass .090" Interlayer .090" Interlayer By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR OR OR .090" Interlayer .090" Interlayer 3/8" AIR SPACE Sent Glas .090" Interlayer 3/8" AIR SPACE .090" Interlayer SentryGlas ry SentryGlas SentryGlas By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By `Kuraray America, Inc.' OR OR OR OR .090" Interlayer 3 16" TEMP. GLASS .090" Interlayer y / .090" Interlayer 3/16" TEMP. GLASS .090" Interlayer Trosifol PVB Trosifol PVB Trosifol PVB Trosifol PVB By `Kuraray America, Inc.' By `Kuraray America, Inc.' By `Kuraray America, Inc.' By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS SILICONE SILICONE SILICONE SILICONE a GE SCS 1200 a GE SCS 1200 a: GE SCS 1200 a GE SCS 1200 DOW CORNING 899 DOW CORNING 899 �_ DOW CORNING 899 M DOW CORNING 995 Z m DOW CORNING 995 w M DOW CORNING 899 Z V) DOW CORNING 983 cn DOW CORNING 983 z m DOW CORNING 995 Z m DOW CORNING 995 g � DOW CORNING 983 g N DOW CORNING 983 g M1 I M1 j "j XL EDGE SPACER g M1 g M1 XL EDGE SPACER c� I. I. I. !• l ST. STEEL BY 'CARDINAL' c� M � ST. STEEL BY `CARDINAL' OR M �I �I SETTING BLOCKS I j! j! OR DURASEAL BY 'QUANEX' I :I AT 1/4 POINTS ON LITES I I .I !I !I !I !I !I Ij Ij WIDER THAN 36" jj II Ij DURASEAL BY `QUANEX' ai OR OR SUPER SPACER BY `QUANEX' fYi EPDM � SETTING BLOCKS AT 1/4 POINTS ON LITES O Q DUROMETER 8515 O SUPER SPACER BY 'QUANEX' 16 WIDER THAN 36" a 1 SETTING BLOCKS {Y.I 16 a+ EPDM W AT 1 4 POINTS ALL SIZES W WV SETTING BLOCKS DUROMETER 85±5 E-4EPDMEi F AT 1 /4 POINTS ALL SIZES W EPDM DUROMETER 85±5 W W DUROMETER 85±5 GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'B1' 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS - GLAZING OPTIONS as P1z wim buWing G Accapt ce No(.63.0 E'tPiration Date Mir- orf' t fi1111lI/ Title. Drawn By:01. SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK I impact Resistant Windows & Doors WERE STRONGER— ��� �• ° ° ° "' °'r •gym '; e. " ° �c��''� ' No-58705. d Description: Date: GLAZING DETAILS 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 3780 Tel: 305.593.6590 ( Fac: 305.593.6592 -- _ PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE - °57 e ATE Revision: Rev. By: Rev. Date: ORIGINAL ISSUE N. VENICE, FL 34275Al O `r, `°•�OQir� (941) 480-1600 �` Sheet: Drawing No. Rev. COPYRIGHT© 2019 Series/Model: Scale: CGI WINDOWS & DOORS SGD-150 LMI N.T.S. 14 OF 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 U TYPICAL ANCHORS TYPICAL ANCHORS NOM. PANEL WIDTH INCHES I TYPICAL ANCHORS HEAD ANCHORS (TYPE A, B & C) 3 KSI IN CLUSTERS 26Y WOOD BUCKS IN CLUSTERS tt,�ui IN CLUSTERS TYPICAL ANCHORS CONCRETE AT MTG. STILE & INTER LOCK, ENDS SEE NOTE SHEET 1 AT MTG. STILE & INTERLOCK ENDS 1BY WOOD BUCKS AT MTG. STILE IN CLUSTERS AT MTG. STILE METAL STRUCTURES w II ® tuvul U U .d n v . SEE, CHART 3 KSI SEE CHART SEE NOTE SHEET 1 & INTERLOCK ENDS & INTERLOCK ENDS SEE SPEC BELOW - EDGE I.S1? ° .. 0,R- QUANNTITIES, CONCRETE FOR QUANTITIES ANCHOR TYPE B SEE CHART SEE CHART ANCHOR TYPE C - 'd INTO 2BY WOOD BUCKS EDGE D 3 5/�'IST, ° THRU 1BY WOOD BUCKS� FOR QUANTITIES FOR QUANTITIES DIRECTLY INTO 3 KSI CONCRETE \ Q 5 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 o °IT°d °d'<' °' O -I _ EDGE DIST. °3.5/8"-' 3 KSI CONCRETE 3 5/8" o 79.7 80.0 - 75.6 80.0 - o OR APPROVED MULLIONS 61.9 80.0 - 58.7 80.0 J 55.7 80.0 80.0 1 53.7 80.0 80.0 EDGE 96 80.0 - - 80.0 - - 73.8 80.0 - 69.9 80.0 - 1 - 57.0 80.0 80.0 54.0 80.0 80.0 DIST. 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 a 60.0 - - 60.0 - - 60.0 - - 60.0 - - 59.3 60.0 60.0 56.2 60.0 60.0 52.7 60.0 60.0 50.0 60.0 60.0 47.9 60.0 60.0 45.5 60.0 11 1 U DESIGN LOAD CAPACITY - PSF (ANCHORS) Resistant NOM. PANEL WIDTH INCHES I DOOR FRAME HEIGHT INCHES HEAD ANCHORS (TYPE A, B & C) in - 4 6 8 4 6 8 tt,�ui 24-1/8 30-1/8 36-1/8 42-1/8 48-1 /8 54-1 /8 82 luvul U w - Q w tuvul - Q w II ® tuvul U U < Q 2 W II U m U < C ANCHOR TYPE A - m 2 to ANCHOR TYPE A 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 m 00 In ANCHOR TYPE B N M °° (nn ANCHOR TYPE C - = o = INTO 2BY WOOD BUCKS - o Q THRU 1BY WOOD BUCKS� 67.8 80.0 - 64.3 80.0 Q DIRECTLY INTO 3 KSI CONCRETE \ Q INTO METAL STRUCTURES 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 o OR WOOD STRUCTURES - O -I INTO 3 KSI CONCRETE - o 79.7 80.0 - 75.6 80.0 - o OR APPROVED MULLIONS 61.9 80.0 - 58.7 80.0 J WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. - AT HEAD - • - - • - -TyPE 'A'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) �PE `A'- THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE THRU 2BY BUCKS INTO CONCRETE 1/2" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) I TYPE 'B' - DIRECTLY INTO CONCRETE 2" MIN. EMBED TYPE `C'- -1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) I TYPE `C' - INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) - STEEL: 1/8" THK. MIN. (= 36 KSI MIN.) CO - - (STEEL IN CONTACT WITH ALUMINUM UM TO BE PLATED OR PAINTED) r-;PAT SILL - E '82'- 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE W - ' - ' - m NOTE: W ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION N WITH GLASS CHARTS ON SHEET 13 = LOWER APPLICABLE VALUES CONTROL. w 3 TRACK SYSTEM SHOWN ALSO APPLICABLE o TO 2 AND 4 TRACK FRAMES. a PLEASE SEE FOLLOWING SHEETS FOR DETAILS. r N 3 Z W w m o LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES gLIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS o a W/ REINF. UPTO 96 IN. HT. w LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS z W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. - ' - ' - AT JAMBS - • - - - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN, PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 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) POURED & HARDENED NO-METALLIC/NON-SHRINKAGE HIGH STRENGTH GROUT Vc = 5000 PSI MIN. - NOT BY C.G.I. x MUST TRANSFER SHEAR W LOADS TO STRUCTURE 111 - CV CV ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE Title: urawn SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK ANCHOR LOAD CHART/ANCHOR DETAILS Revision: ORIGINAL ISSUE Series/Model: SGD-150 LMI Scale: I Sheet: N.T.S. 115 OF 28 ANCHOR EDGE DISTANCES INTO CONCRETE OR MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SILL RISERS SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS AND SHEET 13 FOR CAPACITY z X Of m 2 \ O x J W ° f J.d 4 ,TYPICAL ANCHORS' IN CLUSTERS AT MTG. STILE_ & INTERLOCK ENDS SEE CHART Date: 5/22/19 Rev. By: Rev. Date: Drawing No. Rev: SGD150LMI-NOA 0 ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE d G °a 5/8., DESIGN LOAD CAPACITY - PSF (ANCHORS) Resistant NOM. PANEL WIDTH INCHES I DOOR FRAME HEIGHT INCHES HEAD ANCHORS (TYPE A, B & C) SILL ANCHORS (TYPE B2) CLUSTER AT CLUSTER AT STILE/INTERLOCK ENDS STILE/INTERLOCK ENDS 4 6 8 4 6 8 EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) 24-1/8 30-1/8 36-1/8 42-1/8 48-1 /8 54-1 /8 82 80.0 - - 80.0 - - 80.0 - - 80.0 - - 80.0 - - 76.2 80.0 - 72.4 80.0 - 68.7 80.0 - 66.8 80.0 - 63.4 80.0 - 62.8 71.1 - 59.5 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 84 80.0 - - 80.0 - - - 80.0 - - 80.0 - - 75.5 80.0 - 71.6 80.0 - 67.8 80.0 - 64.3 80.0 - 62.3 80.0 - 59.1 80.0 80.0 58.4 71.1 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 80.0 - - 80.0 - - 79.7 80.0 - 75.6 80.0 - 69.2 80.0 - 65.6 80.0 - 61.9 80.0 - 58.7 80.0 80.0 55.7 80.0 80.0 1 53.7 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 96 80.0 - - 80.0 - - 73.8 80.0 - 69.9 80.0 - 63.9 80.0 - 60.6 80.0 - 57.0 80.0 80.0 54.0 80.0 80.0 51.9 77.9 80.0 49.3 73.9 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 102 60.0 - - 60.0 - - 60.0 - - 60.0 - - 59.3 60.0 60.0 56.2 60.0 60.0 52.7 60.0 60.0 50.0 60.0 60.0 47.9 60.0 60.0 45.5 60.0 60.0 44.3 54.4 54.4 42.0 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 108 60.0 - - 60.0 - - 0.0 - - 60.0 - _- 5.3 60.0 60.0 52.5 60.0 60.0 49.1 60.0 60.0 46.6 60.0 1,60.0 60.0 44.5 60.0 60.0 42.2 60.0 41.6 54.4 54.4 39.4 54.4 60.0 54.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 114 - - 60.0 - - 60.0 - - 57.2 60.0 60.0 51.9 60.0 60.0 49.2 60.0 1 60.0 45.9 60.0 60.0 43.6 60.0 60.0 41.5 1 60.0 60.0 39.4 59.1 60.0 24-1/8 30-1 /8 36-1/8 42-1/8 48-1/8 120 60.0 - - 60.0 - - 56.9 60.0 60.0 54.0 60.0 60.0 48.8 60.0 60.0 46.3 60.0 60.0 43.1 60.0 60.0 40.9 1 60.0 1 60.0 38.9 58.4 60.0 36.9 1 55.4 60.0 WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. - AT HEAD - • - - • - -TyPE 'A'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) �PE `A'- THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE THRU 2BY BUCKS INTO CONCRETE 1/2" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) I TYPE 'B' - DIRECTLY INTO CONCRETE 2" MIN. EMBED TYPE `C'- -1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) I TYPE `C' - INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) - STEEL: 1/8" THK. MIN. (= 36 KSI MIN.) CO - - (STEEL IN CONTACT WITH ALUMINUM UM TO BE PLATED OR PAINTED) r-;PAT SILL - E '82'- 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE W - ' - ' - m NOTE: W ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION N WITH GLASS CHARTS ON SHEET 13 = LOWER APPLICABLE VALUES CONTROL. w 3 TRACK SYSTEM SHOWN ALSO APPLICABLE o TO 2 AND 4 TRACK FRAMES. a PLEASE SEE FOLLOWING SHEETS FOR DETAILS. r N 3 Z W w m o LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES gLIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS o a W/ REINF. UPTO 96 IN. HT. w LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS z W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. - ' - ' - AT JAMBS - • - - - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN, PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 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) POURED & HARDENED NO-METALLIC/NON-SHRINKAGE HIGH STRENGTH GROUT Vc = 5000 PSI MIN. - NOT BY C.G.I. x MUST TRANSFER SHEAR W LOADS TO STRUCTURE 111 - CV CV ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE Title: urawn SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK ANCHOR LOAD CHART/ANCHOR DETAILS Revision: ORIGINAL ISSUE Series/Model: SGD-150 LMI Scale: I Sheet: N.T.S. 115 OF 28 ANCHOR EDGE DISTANCES INTO CONCRETE OR MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SILL RISERS SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS AND SHEET 13 FOR CAPACITY z X Of m 2 \ O x J W ° f J.d 4 ,TYPICAL ANCHORS' IN CLUSTERS AT MTG. STILE_ & INTERLOCK ENDS SEE CHART Date: 5/22/19 Rev. By: Rev. Date: Drawing No. Rev: SGD150LMI-NOA 0 ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE d G °a 5/8., � Resistant °LyN,V�z>>,> ,� ®Impact Windows & Doors. WE'RE STRONGER•" 3780 W. 104th Street, Hialeah, FL 33018 N0. 58105 , ° Tel: 305.593.6590 I Fa[: 305.593.6592 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ° S I ATE jam` (941)480-1600 1>'� ° ° ' ` •�..' COPYRIGHT© 2019 ' ` • ' ° >>> /O�a CGI WINDOWS & DOORS ALL RIGHTS RESERVED 1d g 1 i" @.. CERT. OF AUTH. #29296 A. LYNN M I LL9I4,'O.L' i 'P. E.# 58705 SEE SHEEP 15 FOR ANCHORS z 3 5/8 X EDGE DIST. EDGE EDGE DIST. 3 5 8' EDGE DIST. 3 5/8" �a g w_ m(n d°• 'dd a a. .. QIST.. , de .aQ a ° ' 4 I a. .. I ° 4 I °' a. .. — a I WEEP SIZE 1/4" X 1 /8" N ° I a a I e e' a ° a ° ° ° REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS 13 1 M11 O 1 O 1 O E7 j• I I :I Ij li I' I' i I Ij !j I i Ii !i DECORATIVE 24 SILL COVER I I I I I I I I I I I I OPTIONAL j o w x M�-0 II x c� w = E-t tr w _j w I II II II II II w II II o o I I• I I I• I I p I' II ' I' I' I' AI' I: ij Ij I;I Ij Ij II Ii SILL RISER E8.1 READ. FOR LOADS I! I! POURED &HARDENED II ABOVE +60 PSF Ii I! HIGH STRENGTH GROUT I! I! I! I! I I NON—SHRINK, NON—METALLIC f'c = 5000 PSI MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEAR ! I ® I 'I ® ® SILL RISER E8 REQD. FOR LOADS ABOVE +60 PSF 1 E7 LOADS TO STRUCTURE ® ® 6r 13 1 00 0 \z = E11 In N J N X = X ' \ < .. \ .. .......,..,..... ...... I......... � I........ ` . ........ a '. ... d d............. as m9 ¢✓✓e C141 cF \ Q ° .a n eII d n ._ ri ° ti 'd•a I a] A.a .v ° ' ° ' °°°O . I 3 KSI CONC. e 'a . ` ° e rindO 3 5�'r I g@ p[ 3 KSI CONC. �t EDGE DIST. - - . a : 3 5/'13" ° w EDGE DIST. a 3 5/8" EDGEDIST. a WAW SEE SHEET 15 FOR ANCHORS a Title: Drawn By: � LYMIVIV�, SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant l �� Windows & Doors �a���s • s ® WE'RE STRONGER" � •' Description: Date: THREE 3) TRACK DOOR DETAILSNo.53705 3780 W. 104th Street, Hialeah, Fl. 33018 •. 3-TRACK DOOR DETAILS 5/22/19 Tel: 305.593.6590 1 Fa:: 305.593.6592 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER — 1070 TECHNOLOGY DRIVE ISSUE N. VENICE, FL 34275 °° S F,T - ORIGINAL '',•�LOR4Cyp.° (941)480-1600 r ��� 2019 �i & Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© / CGI WINDOWS & DOORS p e g;, . h �� SGD-150 LMI N.T.S. 16 OF 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED //`f a ,` ` \P\ CERT. OF AUTH. #29296 A. LYNN MILLEW P8Et .E.#\58705 . .0 TYPICAL ANCHORS PANEL WIDTH SEE ELEV. FOR SPACING 1/2" MAX. O E6 D.L.O. O REINF. AS REQD. O O LOAD BEARING SEE CHART ON SHIM SHEET 13 FOR CAPACITY MI 5A 1 1 E5 10 w � It_ z U p _._._. _._. ._._._. z 0 0 x a _.._.. ...... _.._. — — _ _.._.._.._.. U0:2:1E a l —77 t O O O O O I ".1 1 1 O O O O O O on _ a II M 4 M16A — — — — — — — — — — — — � 9 W ' D.L.O.D.L. OPG.EXTERIOR /1X NOM. PANEL WIDTH PANEL WIDTH LOCK STILE INTERLOCK INTERLOCK ASTRAGAL (REINFORCED) DOOR FRAME WIDTH (REINFORCED) #10 X 1-1/4" SS PH SMS OR LARGER 1 PER CLIP 3 PER PANEL WOOD BUCKS O AT 18" FROM EACH END M2 1/4" MAX. L O M2 AND AT MIDSPAN #8 X 3/4' SS FH SMS LOAD BEARING METAL SHIM STRUCTURE O PANEL WIDTH 1 PER CLIP 1/2" MAX. 1/2" MAX. LOAD BEARING SHIM D.L.O. LOAD BEARING SHIM w — — — II TYPICAL ANCHORS SEE ELEV. Z: II FOR SPACING U p II II �. TYPICAL ANCHORS SEE ELEV. °, •. TYPICAL ANCHORS SEE ELEV. II �� NEVNM 4WODUas FOR SPACING FOR SPACING II d C48QAy%& Wilt me Fbd& bukking Code Ae"PtanceNo —0403® _ IIA HF_ II e �7 is In — _—_ — Lu 8 0 w DOOR FRAME WIDTH_I FIXED PANEL uw EXT. �ttts;dtrff, o o Title: Drawn By: + U w o ° w} ° Q . o SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant 0 Windows & Doors ...'... ✓ a EXTERIOR ° ° G Description: Date: WE'RE STRONGER'"° r - .° ISO. 58705 DOOR FRAME WIDTHFl.33018 DOOR FRAME WIDTHn 3 -TRACK DOOR DETAILS 5/22/19 Rev. By: 3780 W. 104th Street, Hialeah, f e Tel: 305.593.6590 1 Fax: 305.593.6592 Rev. Date: PREPARED BY LYNN MILLER � • � 2X6 OR LARGER WOOD BUCK Revision: 1070 TECHNOLOGY DRIVE °° sA1E F ` OR ORIGINAL ISSUE N. VENICE, FL 34275 t® WOOD STRUCTURE Sheet: No. (941)480-1600 Rev: COPYRIGHT ©2019 r��'°s°°.•�O�"OI'.•° '�,//////INA t.A�' THREE �3) TRACK DOOR DETAILS Series/Model: Scale: Drawing CGI WINDOWS & DOORS ®g jj �V®-yg,,,. ALL RIGHTS RESERVED k\ j/ 6 SGD-150 LMI N.T.S. 17 OF 28 SGD150LMI-NOA D f I i f I I'• CERT. OF AUTH. #29296 1 A. LYNN MILLER, P.E. P.E.# 58705 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS x Z Q EDGE DIST. 1 3/4 0 x EDGE DIST. :2REFER 1 3/4" WEEP SIZE 1/4" X 1/ 8" �— M = ' 3 KSI CONC. - MM a ; 3 KSI CONC. TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS N (/l a d °. 'n4 e• I a. ..I < (V •°4 e. I a a. ..I ° 0 OJ E3 I OPTIONAL SLANT SILL ADAPTORS A l 2 M11 10 Els C 1 1 E DECORATIVE ® 24 SILL COVER OPTIONAL II II it 11 (�� ii jl j� I� I 'I 1 11 �I � II II •I :I F I� I• I :I I w = 0 II II O w O w = wO (j j w P40 2 w w J H a I I I I Of E-4 _J w o Q 0- jl jl Of W jl jl d 00 0 II �I 0 jl jl I i Ij Ij �j �i Ij II POURED & HARDENED h� h� jl jl HIGH STRENGTH GROUT I� I� SILL RISER SILL RISER NON—SHRINK, NON—MET LLIC E8 REQD FOR LOADS E8.1 OPTIONAL FOR LOADS f'c = 5000 PSI MIN. NOT BY CGI WINDOWS ABOV +60 PSF ABOVE +60 PSF M3 MUST TRANSFER SHEAR r LOADS TO STRUCTURE B1JUL—iD1 O O ® 0 1 1 1 25Do = 0 0 1 \z w E1 In — = II If 2 N J N L 4IsIll .... IF .... < Vkh ...... .... I g c ode I....... I I ........... ...... dg ggpp@@mceNol ..... a.: ..... e. .. ' a a. .. f'e ° 1 f@ $ d ° • ° ". ° o.e... " d.a.: 3 KSI CONC. ae.. a I ,. ea.< \ I e, eda 3 KSI CONC. e� EDGE DIST. 1 , 3/4" LLJ EDGE DIST. SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS i`1I I 1611 f�JE TWO (2 TRACK DOOR DETAILS -1 � Title: Drawn By: \\ SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant Windows & Doors t�t��4 �eGENs� WE'RE STRONGER'" Description: Date: e No. 587 05 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 2-TRACK DOOR DETAILS Tel: 305.593.6590 1 Fa:: 305.593.6592 — °•• Revision: PREPARED BY LYNN MILLER Rev. By: Rev. Date: 1070 TECHNOLOGY DRIVE c ��} °• S ATE c ORIGINAL ISSUE N. VENICE, FL 34275 ORIDF' (941) 480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2016=� CGI WINDOWS BDOORS ids fA.�- E� SGD-150 LMI N.T.S. 18 OF 28 SGD150LMI-NOA Q ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIM w cr U p Z (n O tro< U'O � e M v a � 9 , � d• O w 0 0. 0 v TYPICAL C FOR 1BY WOOD BUCKS SEE NOTE SHEET 1 #10 X 1-1/4" SS PH SMS G1 1 PER CLIP #8 X 3/4" SS FH SMS M2 /-1 PER CLIP FIXED PANEL 1/2" MAX. �1 WOOD STRUCTURE SEE NOTE SHEET 1 D.L.O. NOM. PANEL WIDTH PANEL WIDTH 1 PANEL WIDTH OD.L.O. J 1 J��, D.L.O. `-71 O O O E4 E9 INTERLOCK ASTRAGAL (REINFORCED) EXTERIOR DOOR FRAME WIDTH #10 X 1-1/4" SS PH SMS 1 PER CLIP #8 X 3/4" SS FH SMS 1 PER CLIP EXT. EXTERIOR DOOR FRAME WIDTH FIXED PANEL TWO (2) TRACK DOOR DETAILS Title: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) 2 -TRACK DOOR DETAILS Revision: ORIGINAL ISSUE Series/Model: Scale: Sheet. SGD-150 LMI N.T.S. 19 OF 28 1/4" MAX. LOAD BEARING SHIM DOOR FRAME WIDTH Drawn By: AGK Date: 5/22/19 Rev. 13y. -I Rev. Date: Drawing No. Rev: SGD150LMI-NOA 0 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING w L1 Z o �haiding C Otra 1/2" MAX. u O m ^. _ ° TYPICAL ANCHORS LOAD BEARING SEE ELEV. SHIM :FOR SPACING ° N N (941)480-1600 — COPYRIGHT(D 2019 CGI WINDOWS & DOORS ALL RIGHTS RESERVED 1 p Y 1 p f'� 1 '� �• A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 N 0 a n w �• o #10 X 1-1/4" SS PH SMS 1 PER CLIP #8 X 3/4" SS FH SMS 1 PER CLIP EXT. EXTERIOR DOOR FRAME WIDTH FIXED PANEL TWO (2) TRACK DOOR DETAILS Title: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) 2 -TRACK DOOR DETAILS Revision: ORIGINAL ISSUE Series/Model: Scale: Sheet. SGD-150 LMI N.T.S. 19 OF 28 1/4" MAX. LOAD BEARING SHIM DOOR FRAME WIDTH Drawn By: AGK Date: 5/22/19 Rev. 13y. -I Rev. Date: Drawing No. Rev: SGD150LMI-NOA 0 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING kOtlflla'/ t r� Impact Resistant•`.�c „ ODUC C . VOW as plying Wkh �haiding C CI .m v°No-58705 w ^. _ ° w kOtlflla'/ t yl d Impact Resistant•`.�c Windows & Doors WE'RE STRONGER'" .m v°No-58705 3760 W. 104th Street, Hialeah, FL 33018 Tel: 305.593.6590 I Fax: 305.593. 6592 ^. _ ° PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE_ N. VENICE, FL 34275 0 —4Or�iDN (941)480-1600 ra N� e� °s t,�t • • • • • • °,�^ � `, � '�/ g ()NAL COPYRIGHT(D 2019 CGI WINDOWS & DOORS ALL RIGHTS RESERVED 1 p Y 1 p f'� 1 '� �• A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 SEE SHEET 15 FOR ANCHORS Q 0 EDGE DIST. 3 5/8 EDGE EDGE DIST. 3 5/8" EDGE DIST. 3 5/8" -- 1 VARIOUS m = d ° DIST. , ' „ ' d ; 'dd INSTALLATION CONDITIONS. tV N O'd °' d ° a. ° I' a ., 'nd ° I ° a ° a ° a I' °' a a. 4 (. I °' a' ° ° a O a J Wn Ivi I I Lui 11 65 � WEEP SIZE 1/4" X 1/ 28 1 M11 O 1 O 1 O E7 ® it •j :j OPTIONAL it I! II it ! ! it it it ! �! �I II SLANT SILL ADAPTORS O a I I :I :I I•I :I :I I•I' :I :I DECORATIVE 24 SILL COVER OPTIONAL E -I ; ; i i i 'i F w w I I :I :I I :I II Q LL Li w O a jl jl it it jl jl L .I ;I Ij Ij •I :I it !I •I ;1 it !i II IJ jl jl Ii I! POURED & HARDENED I! I! jl jl �I it SILL RISER E8.1 REQD. FOR LOADS ABOVE +60 PSF HIGH STRENGTH GROUT NON—SHRINK, NON—METALLIC f'c = 5000 PSI MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEAR J`P ® IT ® ® SILL RISER E8 REQD. FOR LOADS ABOVE +60 PSF 1 E7 LOADS TO STRUCTURE I O II 25 13 1 00 O ® '' ® ® ® L� L uj J N X Qf8r C Q ' \ ............... I ............. ..... ........ {....... A ........ I...................... a I....... .. ...... .. I...................... .. .... .............. ..... t....... Ye " ............'.'.'.'... .. ... .... ... d .............. ... .... . .•. •.•. •.•..•...•..... ..' .' d .... .. .. .. ....... .... d d ' 1 ° Q. \N XF .°• a. DIST. ° 3 5 L m EDGE DIST. ° ad °3 5/.� 3 KSIONC. .,a.d ° . 3 5/jEDGE ° I 3 KSI CONIC. LLJ �`y`slBEfdi;. SEE SHEET 15 FOR ANCHORSf' Title: Drawn By: • ,€:.. , °'/. FOUR (4) TRACK DOOR DETAILS SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK y�\� ���i,`� , •Jr�/� Impact Resistant , L\CENs ® Windows & Doors • > Description: Date: WE'RE STRONGER— °` No 58705 4 -TRACK DOOR DETAILS 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 e Tel: 305.5 3.6590 1 Fee: 305.593°6592 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER °. 1070 TECHNOLOGY DRIVE S E F ORIGINAL ISSUE N. VENICE, FL 34275 480-1600 i, s ° , O: Sheet: Drawing No. (941) . Rev: COPYRIGHT© 2019 /°1`,�\ Series/Model: Scale: �!{ CGI WINDOWS & DOORS 1 \ SGD-150 LMI N.T.S. 20 OF 28 SGD150LMI-NOA 9 T i (I f ! , 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 TYPICAL ANCHORS SEE ELEV. PANEL WIDTH FOR SPACING 1/2" MAX.G 2 E6 LOAD BEARING SHIM M15A 1 _ D.L.O. 1 v w~. ° ftomt r REVOWIfokung Atciet No L a -6 L2 Elpwsuft amic _. 1/2" MAX. 00 ° v II 1 1 1 O LOAD BEARING SHIM #10 X 1-1/4" SS PH PER SMS CLIP t Of1 N :' e II �N M14A M16A v 0 o 3 PER PANEL AT 18" FROM EACH END M2 ° II o < TYPICAL ANCHORS SEE ELEV. FOR SPACING AND AT MIDSPAN 1/4" MAX. LOAD BEARING #8 X 3/4" SS FH SMS METAL ° (n •• '° Q IIMAX. < 1/4" 1 PER CLIP SHIM STRUCTURE L3 LOAD BEARING SHIM METAL STRUCTURE u TYP CELE ANCHORS a` 4' SEE E27 II ao FOR SPACING EXTERIOR TYPICAL ANCHORS : ^ 4 N — --_ — SEE ELEV. 30 DOOR FRAME WIDTH ° FOR SPACING II _J 1X8 OR LARGER II WOOD BUCKS II 11 00 — — — — — — — ° 4 N > N LC) 1/2" MAX. _—_ _ _ _'_ t" LOAD BEARING >. a H 00 SHIM �. `') N II N EXTERIOR II — -- — — N TYPICAL ANCHORS SEE ELEV. I FOR SPACING DOOR FRAME WIDTH 77771 0 II o EXTERIOR LJ w EXTERIOR00 DOOR FRAME WIDTH N N eggqillitl/tf Title: Drawn By: w SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant Windows &Doors � •'•��`' "3 Description: Date: WERE STRONGER" � e° NO. 58705 4-TRACK DOOR DETAILS 5/22/19 3780 W. 104th Street, Hialeah, Fl. 33018 Tel: 305.593.6590 1 Fax: 305.593.6592 — " 2X8 OR LARGER WOOD BUCK FOUR (4) TRACK DOOR DETAILS Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER - °. OR 1070 TECHNOLOGY DRIVE TATSr..° WOOD STRUCTURE ORIGINAL ISSUE N. VENICE, FL 34275 ' . °• °�ORiDP.•' (941)480-1600 //J Series/Model: Scale: Sheet: Drawing No. Rev: COPVRiGHT© zots c5�p gg��� SGD-150 LMI N.T.S. 21 OF 28 SGD150LMI-NOA 0 AGILL RINDOSS&DOORS ED 'i11[61liggq\`� CERT. OF AUTH. #292967 A. LYNN MILLER, P.E. P.E.# 58705 10-16 X 1/2" HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" O.C. it jl O 90' CORNER O 135' CORNER � Ii ij a_11 ij #10-24 X 1/2" #10-24 X 1/2" it I!i! FH THREAD CUTTING SCREWS FH THREAD CUTTING SCREWS 33 1 AT 6" FROM ENDS & 12" O.C. o ji! AT 6" FROM ENDS & 12" O.C. w Ii jj L w LL p 2 E32 p 3 0— ...... 2 �F' O� E31 p0 EXTERIOR EXTERIOR D.L. OPG. PANEL WIDTH PANEL WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH z#10-16 X 1/2" HH SELF DRILLING SCREWS DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY AT 6" FROM ENDS & 12" O.C. 1 3/4° 3 5/8" 3 5/8" (4) ANCHORS Al 0 �\� ^� (4) ANCHORS PROULIC f REV1660 as C"bift Wkh the Fl�rw Acceptance 6' g NO ®0 (6) ANCHORS =i (6) ANCHORS S °� T— 6 3 6 3 8 3 _,• I 3" fi" I 3 8.. 3" L>' (8) ANCHORS sr'. (8) ANCHORS `��116111I/li! 6 3 6 3 $" i 3" $ Title: Drawn By: ��t y Vv! err (2) G" C„ 3" TWO (2) TRACK THREE TRACK FOUR (4 TRACK SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant ® Windows &Doors ` TWO TRACK THREE (3) TRACK FOUR (4) TRACK (3) Description: Date: WE'RE STRONGER— No. 537055 CORNER DETAILS 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 Tel: 305.593.6590 1 Fau 305.593.6592 _ Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER v% 1070 TECHNOLOGY DRIVE TE 01C% ' ORIGINAL ISSUE N. VENICE, FL 34275 •° °�<CRi© ®` (941) 480-1600 r�t Series Model: Scale: Sheet. Drawin Na. Rev: Series/A ... COPYRIGHT© 2019 rre '3/ !!!!i �1iy,\ SGD-150 LMI N.T.S. 22 OF 28 SGD150LMI-NOA 0 CG I ALL RINDDTOSS& DOORS ��i CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 TYPICAL ANCHORS TYPE A, B 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 CONC. 2 POCKETED JAMB 15 I wood METAL z_ — — — — — — — — X of O J 1-- Ld EXTERIOR TYPICAL AT PANEL 4 CORNERS DOOR FRAME WIDTH POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ Title: Drawn By: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK ®Impact Resistant Windows & Doors WE'RE STRONGER - Description: Date: DETAILS 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 Te 1: 305.593.6590 1 Fa::305.593.6592 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Revision: Rev. By: Rev. Date. ORIGINAL ISSUE N. VENICE, FL 34275 (941) 480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 CGI WINDOWS & DOORS SGD-150 LMI N.T.S. 23 OF 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 \y` %` t E 01.1.jII// N0. 53705 7ATE e /N( AL A. LYNN MILLER, P.E. P.E.# 58705 CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS E1 CGI -183 FRAME SILL 2 TRACK 6063—T6 CGI EXTRUDER — M2 CGI -171C FIXED PANEL CLIP (2-1/2" LONG) 6063—T5 — 3 ® 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 — M10 CGI -176 FRAME HEAD ANTILIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. E4 CGI -153 EXTERIOR INTERLOCK 6063—T6 CGI EXTRUDER — M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. — E5 CGI -154 INTERIOR INTERLOCK 6063—T6 CGI EXTRUDER — M12 — BOTTOM RAIL STIFFENER, 1" LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL E6 CGI -155 MAIN STILE 6063—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 CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL E8 CGI -157 SILL RISER 6063—T6 CGI EXTRUDER — M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 E8.1 CGI -181 ALT. SILL RISER(OPTIONAL) 6063—T6 CGI EXTRUDER — M14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A E9 CGI -158 INTERIOR TRACK ASTRAGAL 6063—T6 CGI EXTRUDER — M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 #10X3/4" PH E10 CGI -159 INTERLOCK REINFORCING (LENGTH = FRAME HT. — 8") 6063—T6 CGI EXTRUDER — M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 #10X3/4" PH Ell CGI -182 FRAME SILL 3 TRACK 6063—T6 CGI EXTRUDER — M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 #10X3/4" FH E12 CGI -161 FRAME JAMB 3 TRACK 6063—T6 CGI EXTRUDER — M16A PS01-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #10X3/4° FH E13 CGI -185 FRAME HEAD 3 TRACK 6063—T6 CGI EXTRUDER — M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS — E14 CGI -168 OUTER TRACK ASTRAGAL 6063—T6 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—T5 CGI EXTRUDER — M20 CGI -177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL E17 CGI -123 1" GLASS GLAZING BEAD 6063—T5 CGI EXTRUDER — M21 WS -202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL E18 CGI -153A EXTERIOR INTERLOCK (OPTIONAL) 6063—T6 CGI EXTRUDER — M22 WS -201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. E19 CGI -154A INTERIOR INTERLOCK (OPTIONAL) 6063—T6 CGI EXTRUDER — M23 HD -12-10042 .350" REACH POCKET SEAL — AMESBURY — E20 CGI -155A MAIN STILE (OPTIONAL) 6063—T6 CGI EXTRUDER — S2 — #10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASY. SCREW — — 2 OR 3 PER CORNER E21 CGI -156A TOP & BOTTOM HORIZ (OPTIONAL) 6063—T6 CGI EXTRUDER — E22 CGI -158A ASTRAGAL (OPTIONAL) 6063—T6 CGI EXTRUDER — E23 CGI -168A OUTER—TRACK ASTRAGAL (OPTIONAL) 6063—T6 CGI 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 E26 CGI -187 2, 3 & 4 TRACK FRAME HEAD SCREW COVER 6063—T5 CGI EXTRUDER — SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) E27 CGI -188 FRAME JAMB SCREW COVER (OPTIONAL) 6063—T5 CGI EXTRUDER — ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) E28 CGI -1028 FRAME HEAD 4 TRACK 6063—T6 CGI EXTRUDER — ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) E29 CGI -1029 FRAME SILL 4 TRACK 6063—T6 CGI EXTRUDER — ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) E30 CGI -1030 FRAME JAMB 4 TRACK 6063—T6 CGI EXTRUDER — E31 CGI -1057 FEMALE CORNER ADAPTOR (90') 6063—T6 CGI EXTRUDER — DOUBLE LOCKS: REQD. AT 90' AND 135' CORNER PANELS ONLY E32 CGI -1058 FEMALE CORNER ADAPTOR (135') 6063—T6 CGI EXTRUDER — TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM E33 CGI -1059 MALE CORNER ADAPTOR 6063—T6 CGI EXTRUDER — BOTTOM M1 CGI -382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC — — SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD -3310141) SECURED WITH (2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED PRODUCf CONNECTING BAR (PART #HD -3310142) as CQMP!Yi"With ZINC HANDLE SET hu*ncc Acceptance Fitz s ®° SECURED WITH (2) 6-32 X 1-1/2" OH MS E ° to STEEL KEEPER (PART #HD -3310143) 6 SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS t ��q�4llEli/i, Title: Drawn By: �� L Y ' r� a SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant ®Windows & Doors �••• CEN� \S�/� �! Description: Date: WE'RE STRONGER— NO. 58705 ,.p 5/22/19 3780 W. 104th Street, Hialeah, Fl. 33018 BILL OF MATERIALS Tel: 305.593.6590 1 Fa:: 305.593.6592 Revision: PREPARED BY LYNN MILLER °°,Qf Rev. By: Rev. Date: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ATE O ORIGINAL ISSUE R1DP.•''�* (941)480-1600 is�� d f/so� Series/Model: Scale: Sheet: No. Rev: COPYRIGHT© 2019 aL TraGwing CI f j� SGD-150 LMI AGL RIGHTGS RESERVED N.T.S. 24 OF 28D150LMI-NOA 0 CERT. CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 4.735 5.921 1.340 � � • 675 �°j jam- • 120 1.340 .070 .860 847 1.250 .070 -IJI.847 1.250 T 3.255 � � T- .995FL 050 975 T- .995 050 975 _97 1.184 �- 3.255 E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) 4.250 070 1.184 I� GLAZING BEAD LAM. GLASS GLAZING BEAD INSUL. LAM. GLASS 4.250 070 .075 .075 995 .995 21 1.508- 1.186 � .070 2.600 .640 4.735 -moi .070 2.600 753 5.921 E7 TOP/BOTTOM HORIZ 725 065 664 � 1.125 I 060 1.501 1.831 TOP/BOTTOM HORIZ (OPTIONAL) 3.000 .070 3.000 995 070 � 1,415 1 O FRAME SILL (2 TRACK) 11 FRAME SILL (3 TRACK) 1.490 M2 FIX. PANEL CLIP .156 3.000 1.490 1.415 120 1 EXTERIOR 3.750 .155 3.750 2.755 F.1.366 125 2.005 E6 MAIN STILE .070 .695 INTERLOCK (OPTIONAL) 2.005 MAIN STILE (OPTIONAL) 3.750 .070 5 3.510 7 1.600 1.870 L 1.870 JL3.572L .070 265 E8 SILL RISER (OPTIONAL) 1.610 2.755 125 1.870 3.000- .095 1.770 1.415 .060 3.000 .995 095 1.415 1.770 .060 LE L7 2.005 3.188 3.572 .070 2.005 L 2.005 OUTER TRACK ASTRAGAL STILE E9INTERIOR 1.255 2.005 TRACK ASTRAGAL STILE E5 INTERIOR INTERLOCK .070 1.625 .582 t9 INTERIOR INTERLOCK (OPTIONAL) watwtanuo125 cep to .; 1.255 2.0051.8251 TRACK ASTRAGAL (OPTIONAL) TINTERIOR 1.501 .995 � 1.186 31 11, 2.120 POCKET HOOK 3.750 F. 155 .125 1.310 INTERLOCK REINFORCING Oho .156L*r O 3.000 E4 EXTERIOR INTERLOCK .070 3.510 1.soo 1.870 ,w It 111/11 .625 1.920 2.670 f� 2 .625 SILL COVER(OPTIONAL) .572 150 ALUM SLIDING GLASS DOOR (L.M.I.) Drawn By: AGK Impact Resistant �w 1Atls RaN& Doors: 3780 W. 104th Street, Hialeah, FL 33018 Te 1: 305.593 6590 1 Fa:: 305.593.6592 `y� .l I-YNIV ✓/ :^ e•°�ICEr�f�� �� = No.58705 e ° -` FATE O� s . • e % . ZORIO3 l •' N ///a�5��a�8s6 i v \\\\ /ell Bll'IIL�-\`\ A. LYNN MILLER, P.E. P.E.#58705 11 .741 2.591 3.3413.7803W..104 ,062 .625 E8.t SILL RISER (OPTIONAL) Title: SENTINEL Description: EXTRUSIONS Date: 5/22/19 LBYLYNN 2.005A E23 OUTER TRACK ASTRAGAL (OPTIONAL) ARED 1070P EC NOLOGY DRIVE MILLER N. VENICE, FL 34275 (941) 480-1600 Revision: ORIGINAL ISSUE Rev. By: Rev. Date: Series/Model. SGD-150 LMI Scale: N.T.S. Sheet: 25 of 28 Drawing No. SGD150LM1-NOA Rev: COPYRIGHT© 2019 CGI ALL RIGHTS WINDOWS &DOORS RESERVE CERT. OF AUTH. #29296 3 4 FEMALE CORNER ADAPTOR (90') im FEMALE CORNER ADAPTOR (135') 2.270— .128 .270—.128 x.190 1.886 125 1.485 1.520 E33 MALE CORNER ADAPTOR 1.375 4.765 .065 1.650 080 1.621 ---I I---.625 E2 FRAME JAMB (2 TRACK) 1.620 5.951 1.620 N &Y411 .625—moi Io— FRAME JAMB (3 TRACK) Title: Drawn By: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description: Date: EXTRUSIONS 5/22/19 Revision: Rev. By: Rev, Date: ORIGINAL ISSUE Series/Model: Scale: Sheet: Drawing No. Rev: SGD-150 LMI N.T.S. 26 of 28 SGD150LMI-NOA 0 Q FRAME SILL COVER .243 1.791 .060 0 FRAME JAMB COVER `EII!(i 1—Ir510 f 060 .260 �� -F-9 .640 FRAME HEAD COVER No. 58705 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE �^ 640 .3441— a " •060 Q FRAME SILL COVER .243 1.791 .060 0 FRAME JAMB COVER M2 FIXED PANEL CLIP `EII!(i .725 -F-9 ®Impact Windows & Doors WE'RE STRONGER- .125 1.508 No. 58705 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE 71-0 `• N. VENICE, FL 34275 .065 .664 (941)480-1600 M2 FIXED PANEL CLIP `EII!(i Resistant ®Impact Windows & Doors WE'RE STRONGER- 3780 W. 104th Street, Hialeah, FL 33018 Tel: 305.593.6590 1 Fax: 305.593.6592 No. 58705 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE 71-0 `• N. VENICE, FL 34275 °' S C\T (941)480-1600 , P<ORIO�.•° ✓/J • ' ' • ' \�` COPYRIGHT© 2019 CGI WINDOWS & DOORS ,r qA'3"° ✓// 1 OVAL � \\`�\ ALL RIGHTS RESERVED ///11I`p1I\;1 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 7.750 S2 –.080 L�L .925 M=F .857 1.250 ju FRAME HEAD (4 TRACK) .080- 2.600 .753 7.730 FRAME SILL (4 TRACK) FRAME TOP CORNER 1.375 4 TRACK SHOWN B 1.620 1.620 7.750 _=M S2 1.6120 ==m .080— — 1' camplytog with tue F-1%4& .095 — 1.620 F .625 Cos" FRAME JAMB (4 TRACK) Drawn By: LYNA/ SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant ocENs,�, Windows & Doors % Description: Date: WE'RE STRONGER– z * - NO.53705 INSTALLATION DETAILS, EXTRUSIONS 5/22/19 3780 W. 104th Street, Hialeah, Fl. 33018 Te I: 305.5936590 I Fax: 305.593.6592 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE B® 7_� 0 S -ATE ORIGINAL ISSUE N. VENICE, FL 34275 (941) 480-1600 F OR', FRAME BOTTOM CORNER Series/Model: Scale: Sheet: Drawing No. Rev. COPYRIGHT© 2019 CGI WINDOWS & DOORS NA 4 TRACK SHOWN SGD-150 LMI N.T.S. 27 OF 28 SGD150LMI-NOA o ALL RIGHTS RESERVED III I CERT. OF ALITH. #29296 A. LYNN MILLER, P.E. P.E.#58705] S2 S2 S2 FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER S2 MITERED BEAD CORNER (TYPICAL) V` S2 m V S2 COMA 3 Re Iratthe &4tib / Ift*hug code t cc No �0 PANEL TOP/BOTTOM CORNER / FRAME BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) 2 TRACK SHOWN Title: Drawn By: \\\`Ilslll/ar� �� O\A , ..... •/V ti �, SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant °°° iGEN,SF Windows & Doors Description: Date: WE'RE STRONGER— NO 58705 INSTALLATION DETAILS 5/22/19 3780 W. 104th Street, Hialeah, Fl. 33018 Tel: 305.593.6590 1 Fa:: 305.593.6592 = a FRAME BOTTOM CORNER Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER ' - Z7 1070 TECHNOLOGY DRIVE °• SAT L\ 3 TRACK SHOWN ORIGINAL ISSUE N. VENICE, FL 34275 `cLORID�.•' ` (941) 480-1600at ° • • ...... �a�� oar ✓ Series Model: Scale: / Sheet: DrawingNo. Rev: COPYRIGHT© 2019 o� pp g CGI WIN DOWS & DOORS \\ /�/ f! a SGD-150 LMI N.T.S. 28 OF 28 SGD150LMI-NOA Q te��L l ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705