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HomeMy WebLinkAboutAPPROVED SGDM IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy CGI WINDOWS and DOORS, INC. 3780 W. 104" 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 A (former SGD150LMI-NOA Rev O), titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by manufacturer, dated 07/21/20, signed and sealed by Lyn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall control for the entire assembly. For Doors w/ corners, see limitation note 4, below. 3. Max shim not to exceed''/z" at Head/jambs &'/z" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Units containing 90' & 135' exterior corners must be limited to Max Dp= +/-60 PSF. See sheet 22 for anchor layout. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 19-0603.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4, E-5 and E-6, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 20-0729.06 Expiration Date: September 22, 2025 Approval Date: September 10, 2020 Page 1 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 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. yn�s ' f Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0729.06 Expiration Date: September 22, 2025 Approval Date: September 10, 2020 E-1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files # 12-0119.04/ 11-1031.05) along with marked —up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /#12-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5` 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 l . 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 5` Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. 1, Ll�,mj, Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0729.06 Expiration Date: September 22, 2025 Approval Date: September 10, 2020 E-2 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA # 15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq 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 (6�h edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA # 17-1011.18, expiring 09/22/2020. 3. Evidence submitted under previous approval A. DRAWINGS 1. Drawing No. SGD150LMI-NOA Rev O (former W10-31 Rev O), titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by manufacturer, dated 05/22/19, signed and sealed on 05/23/19 by Lyn Miller, P. E. (Note: This revision consists of Successor Engineer adopting another Engineer work as his own and addition of Dow 983 silicone) 1 1. L�yn�k Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0729.06 Expiration Date: September 22, 2025 Approval Date: September 10, 2020 E-3 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. REF Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings of an aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 19-936, dated 04/15/19, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS (submitted under file # 17-1011.18) 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS i. 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 6` 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. 20-0729.06 Expiration Date: September 22, 2025 Approval Date: September 10, 2020 E-4 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. New Evidence submitted A. DRAWINGS 1. Drawing No. SGD150LMI-NOA Rev A (former SGD150LMI-NOA Rev O), titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by manufacturer, dated 07/21/20, signed and sealed by Lyn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all CGI Windows and Doors, Inc. and PGT Industries, Inc., representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, per Proposal #19-1155TP, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: CGI Windows and Doors Inc. test specimens: FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window (unit 1 in proposal) FTL-20-2108.2, CGI CA238 Alum. Outswing Casement Window (unit 2 in proposal) FTL-20-2108.3, CGI SGD560 Aluminum Sliding Glass Door (unit 3 in proposal) FTL-20-2108.4, CGI PW410 Aluminum Fixed Window (unit 4 in proposal) and FTL-20-2108.5, CGI SH360 Aluminum Single Hung Window (unit 5 in proposal)all dated 08/24/20 and signed and sealed by Idalmis Ortega, P.E. PGT Industries, Inc. test specimens: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) all dated 07/13/20 and signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 7t1 Edition (2020), dated 07/20/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04, -09, -12 and -16. i s�­7 1, L�ti')-1-- Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0729.06 Expiration Date: September 22, 2025 Approval Date: September 10, 2020 E-5 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for their "Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core", expiring on 12/11/2023. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) (Former Solutia Inc.) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. (former E.I. DuPont De Nemours & Co., Inc.) for their "Trofosil® Ultra Clear, clear & color PVB Glass Interlayer", expiring 07/08/24 F. STATEMENTS 1. Statement letters of conformance to FBC 2020(7th Edition), dated 07/20/20, prepared, signed & sealed by Lynn Miller, P. E. 2. Statement of Lab compliance as part of the test report. G. OTHER 1. This NOA revises & renews NOA #19-0603.03, for FBC 2020 update, expiring 09/22/25. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0729.06 Expiration Date: September 22, 2025 Approval Date: September 10, 2020 E-6 "SENTINEL" SERIES SGD150A ALUMINUM SLIDING GLASS DOOR THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. 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 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT %k?I11111// ro M 1 13/16" MIN. FALSE MUNTIN OPTIONAL iD io � a � w _ � ~ 0 to co M M M to N u- OD Z 0 w d O d- a 1 1 X. Q� � 0 m 0 3 TRACK JAMB ANCHORS TYPICAL ELEVATION 6" 3" (8) ANCHORS n,P CLUSTER SHOWN 14" MAX. 282 13/16" MAX. 48 1 /8" NOM. PANEL WIDTH A ANCHORS IN PAIRS AT HEAD/SILL/JAMBS . ,I DOOR FRAME WIDTH G II H H j, J D.L. OP 2 POINT SINGLE LOCK a 0 � • � • SEE SHEET 24 FOR DESCRIPTION i II a II a a II II w J � 4 ZQ U B D F 1 I I 1 \I 12/ 11 1 \\, I / 1 1 (6) ANCHORS SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE CLUSTER SHOWN ENDS INTO CONC. AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 14" z 6" MAX. 3" M (1) WEEP CLUSTER (2) WEEP CLUSTER TESTED UNIT 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" (2) WEEP CLUSTER HEAD ANCHORS 14" MAX. 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY 42 1/8" D.L. OPG. (2) WEEP CLUSTER �48 1/81/8" PANEL WIDTH WEEP CLUSTER (2) WEEP CLUSTER 3 TRACK HEAD ANCHORS 6" MAX. iEAD/SILL CORNERS -d �— --� to a 0 z z I � o m0 li a I Y rn 0 co 0 0� 0 J h- m 0 m awl 0 $ Z�I U m ILil J Lfl POCKET JAMB (SEE 48 1/8" 2 &EET DETAIL M ON POCKET ,NEL WIDTH SHEET 23) JAMB ANCHORS • (SEE SHEET 23 FOR TYP. INSTALLATION) 3 TRACK ..SILL ANCHORS WEEP CLUSTER M Iz 6" 3„ (8) ANCHORS CLUSTER SHOWN TYP. 2 TRACK HEAD ANCHORS 14" ANCHORS IN PAIRS AT HEAD/SILL/JAMBS 1 13/16" MIN. �Q FALSE MUNTIN OPTIONAL �Al C 1 G 1 II II H 11 II I) S2 2 POINT .M Lu `O 0 co 0 II I� SINGLE LOCK SEE SHEET 24� m M = LO p FOR DESCRIPTION • 0 ' 0 < J CZ -0 n a D1 b X IX SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS m z (6) ANCHORS AT STILE ENDS AT 3" O.C. SEE CHART ON 2 TRACK a CLUSTER SHOWN JAMB ANCHORS SHEET 157OR CAPACITY 6" 14" 3" z MAX. TYP. (TESTED UNIT) f4 8" 8" 8" 8" TYPICAL ELEVATION (1) WEP aLM (2) Wes' CLUSTR (2)1W a MIN REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. HEAD ANCHORS 14" MAX. 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 6" MAX. AT 3" O.C. HEAD/SILL SEE CHART ON SHEET 15 CORNERS FOR CAPACITY 42 1/8" D.L. OPG WIDTH REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 FOR CAPACITY 42 1/8" D.L. OPG. ° R Ln I H -, LL O� I— m QOIaw z IX U m a- �- I Frt 48 1/8" POCKET PANEL WIDTH 2 TRACK JAMB ANCHORS SILL ANCHORS 8" 8" 8 WEEP Cl9m (1) WEEP aj i i ) 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" Title: urawn ay. SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description: Date: ELEVATION 5/22/19 Revision: Rev. By: Rev. Date: NO CHANGES THIS SHEET AGK 7/21/20 Series/Model: Scale: Sheet: Drawing No. Rev: SGD-150 LMI N.T.S. 3 OF 28 SGD150LMI-NOA A .�1lt4illli,ll`J ®impact Resistant Windows & Doors cEiWEqESTROMM— CGI DOORS AND WINDOWS, INC. No. 58705 s 3780 W 104TH STREET HIALEAH, F1.33018 — a+ (305) 593-6590 PREPARED BY LYNN MILLER r 1070 TECHNOLOGY DRIVE,' • ATE DF: N. VENICE, FL34275 i °•,�t.ORl�jy. (941) 480-1600 REGISTRATION #29296 T 'OAL 1 \1a4� A. LYNN MILLER, P.E. P.E.# 58705 6" 1-1 LO M FALSE MUNTIN OPTIONAL 48 1 /8" NOM. PANEL WIDTH ID A - F -d 11 N F'rt POCKET JAMB ANCHORS 3" TYP. EXTERIOR 149 5/16" 146 9/16" DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 AT 3" O.C. 9 • SEE CHART ON SHEET 15 FOR CAPACITY 4- M II H 2 1/8 H c� 0 D.L. OP II I� \_ r ,. W ,. M ,. � '- � •% as .% 0 0 II II W _ J C U B D Q F SILL TYPE B2 ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS. SEE CHART ON SHEET 15 FOR CAPACITY 6" �_ 14" _• 1 3" (4) ANCHORS MAX T p• CLUSTER SHOWN (SEE SHEET 22) (8) ANCHORS (8) ANCHORS ---- CLUSTER SHOWN (SEE SHEET 22) CLUSTER SHOWN EXTERIOR 3 TRACK HEAD ANCHORS 97 3/4" DOOR FRAME WIDTH HEAD ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS 6" MAX. SEE CHART ON SHEET 15 HEAD 1 5' FOR CAPACITY SILL 1 13/16" CORNERS -0.114 REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 P FOR CAPACITY 2 POINT DOUBLE LOC S SEE SHEET 2 FOR 42 1/8" DESCRIPTION D.L. OPG. �O Lj M l W _ Q J � ZQ U S 0 4 1 1 1 � f I -, SILL TYPE B2 ANCHORS 48 1/8" 2, 3 OR 4 PAIRS AT STILE ENDS PANEL WIDTH AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY EXTERIOR (TESTED UNIT) TYPICAL ELEVATION 48 1/8" PANEL WIDTH j H i 2 POINT DOUBLE LOCKS N 4 2 1/8" 1 D.L. OPG. SEE SHEET 24 FOR DESCRIPTION ' Q _ J U ZQ d• ir ax m W 48 1 /8" g m z 48 1/8" PANEL WIDTH _1 o �NEL WIDTH 3 TRACK JAMB ANCHORS (6) ANCHORS EXTERIOR CLUSTER SHOWN Title: Drown By. SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK ELEVATION Revision: NO CHANGES THIS SHEET Series/Model: Scale: Sheet: SGD-150 LMI I N.T.S. 4 OF 28 Date: 5/22/19 Rev. By: Rev. Date: AGK 7/21/20 Drawing No. Rev. SGD150LMI-NOA I A 3 TRACK SILL ANCHORS a.lt@liltf}�, Impact Resista :t ��' ' Q� •�j'� `f t Jd! Windows &Doors wM ST80B8E8" ap' ''tc•;Wo e• \ '- CGI DOORS AND WINDOWS, INC. 3780 W 104TH STREET - ` % No, 58705 HIALEAH, FL 33018 (305)593- M f ( - PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ,,, S ATE )'F' r (941)480-1600 rr �Ct)ltC�•.°' ti��� 4ti REGISTRATION #29296 j llltillt�� A. LYNN MILLER, P.E. P.E.# 58705 N F L C L c C C c r- XXX (SHOWN) _ OXX LL XXO XXX (REVERSE) LL ik C C C nnnc roeur WHYrU H L J1 H H N i L XXXXXX (SHOWN) OXXXXO n/1/�� CAA\IC 1l/111TL1 G H H H H K J XXXXXX (SHOWN) H J ' G H � H H ell Xr � N XXXXXO (SHOWN) OXXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FRAME PANEL WIDTH EXTERIOR NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 0 NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 J FRAME WIDTH O I I HO EXTERIOR O 90' CORNER DETAIL '0' ON SHEET 220 135' CORNER DETAIL 'P' ON SHEEP 22 OPTIONAL IN LIEU OF J1 FRAME WIDTH O EXTERIOR H 1 90' CORNEI 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 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 O NOM. PANEL WIDTH o O II NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 PANEL WIDTH 01 L.14 I IJI I6 © O EXTERIOR O 90' CORNER DETAIL '0' ON SHEEP 2 O O O 135' CORNER DETAIL 'P' ON SHEET 22 NON—REINF. INTERLOCKS OPTIONAL IN LIEU OF J1 SEE CHART ON SHEET 13 �y: Impact Resistant t' '` 6VI G L t .. /V it� 'r. Aft' ' V",' r Windows & Doors `. `' 4 "C'E—N, CGI DOORS AND WINDOWS INC Trtle: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK THREE (3) TRACKS Uescript7on: Date: s�ao W 1oaTH sTReer , _ r No• 58705 CONFIGURATIONS 5/22/19 (305) 59U59033018 NOTE: PREPARED BY LYNN MILLER Revision: Rev. By. Rev. Date: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 107o TECHNOLOGY DRIVE TE C� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. NO CHANGES THIS SHEET AGK 7/21/20 N. VENICE, FL 34275 N. V NICE, F0 M, ; " 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. , s / Series Model: Scale: Sheet. DrawingNo. Rev: 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 5 OF 28 SGD150LMI-NOA A REGISTRATION #29296 ✓� A. LYNN MILLER, P.E. P.E.# 58705 F x w I� � Y U U` I a- m 0 0 o L I w L_j � Y Q U li I o 0 0 o L nnnR FRAMP W PXXX(SHOWN) XXXP nnnR FRAUF7 W,nTW PXXXXXXP (SHOWN) nnnR FRAMF WIDTH H J H H H 4 x K PXXXXXX(SHOWN) XXXXXXP nnOR FRAMF WIDTH H J H H H N PXXXXXO(SHOWN) 7 li IY U 0 0- i Y U O a r DOOR FRAME WIDTH PANEL WIDTH NON-REINF. INTERLOCKS -,"I-SEE CHART ON SHEET 13 OM II OH EXTERIOR t�H II nnnR FRAUD WInTW LA I LIVUM - 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH P NON-REINF. INTERLOCKS --ry-'-SEE CHART ON SHEET 13 „ 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 OII O II U 11 O � II O II O EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 PANEL WIDTH POCKET CAVITY NOT BY CGI 135' CORNER DETAIL 'P' ON SHEET 22 NOT PART OF THIS NOA OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS OM I I OH I I U 90' CORNER DdAIL '0' ON SHEET 22 (D I I I EXTERIOR 135' CORNER DETAIL 'P' ON SHEET 22 Iw OPTIONAL IN LIEU OF J z'PROVED CONFIGURATIONS OXXXXXP Title: POCKETED DOORS (NON -REINFORCED SHOWN) SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS NOTE: Description: THREE (3) TRACKS CONFIGURATIONS POCKETS ARE NOT PART OF THIS APPROVAL Revision: AND TO BE REVIEWED BY AHJ. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NO CHANGES THIS SHEET 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 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. 6 OF 28 II O PANEL WIDTH Drawn By: AGK Date: 5/22/19 Rev. By: Rev. Date: AGK 17/21/20 Drawing No. Rev: SGD150LMI-NOA I A n II O �impact Resistant �c= r kwftdows & Doors A: ;, vv WPM srnox9Ex- COI DOORS AND WINDOWS, INC. Z: :' No. 58705 3780 W 104TH STREET HWAAH, FL 33018 t° (305) 693-65W u PREPARED BY LYNN MILLER ' -1 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ` , ; 'D1 (941) 480-1600 rrr`i IA REGISTRATION #29296 A. LYNN MILLER, P.E. P.E.# 58705 MAY FRAME WIt1TH 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 H LL m XO (SHOWN) OX INN1R FRAME W XX OXO (SHOWN) OXO (REVERSE) nf)nP FRAME WInTI4 K1 Q H EXTERIOR'' G1 MAY FRAME WInTI-I INTERLOCKS SEE CHART ON `Y� W ril i ,MAI 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 LA 1 r-RIUM jl �J ( H OXXO \J �% 90' CORNER DIET%AIL '0' ON SHEET 22 XXXX(SIMILAR) 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 APPROVED CONFIGURATIONS NON -POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS 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. F w ¢� Y� U- 0 w Ia o C DOOR FRAME WIDTH � w U- rnr � lO a oM K1 PX (SHOWN) XP .DOOR FRAME PXXP 1'1/1/1� CAA\IC 1�IIf1TIJ IR POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA O EXTERIOR L H H J O M PXXXXP DOOR FRAME WIDTH H H J IHLjILJI @-I PXXXX (SHOWN) PXXXO XXXXP OXXXP Y' U� 0 a ti- Y U 0 IL IR Y U 0 a O 0 nr)f)P P'PALAG WInTW DOOR FRAME W. g L1 PXX (SHOWN) XXP 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 /-SEE CHART ON SHEET 13 O " EXTERIOR O ' 1 O __11D 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 _ DOOR FRAME WIDTH -REINF. INTERLOCKS CHART ON SHEET 13 OH EXTERIOR I I O �U I 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 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 99 AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 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 0 0 R Y U 0 IL POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) I nnM COA\IC %Alln'rU H H J1 H H � H H L2 i XXXXXXXX (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS FRAME WIDTH 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 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. THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 99 & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF F Li 0 c c c nnno COAIAC IAOr%,ru H J H H H H H G G XXXXXXXX (SHOWN) OXXXXXXO fV1!\D CDAAAC IAI]r'%r J H J H i XXXXXXXO (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS 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 17DA►AG wlnT►.I 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J U EXTERIOR U 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. m L3 DOOR FRAME WIDTH L H � O yyH t1s H PXXXX (SHOWN) XXXXP nnno rceur LA/InTU L H H O J H H H M JL PXXXXXXXXP (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. J PQ FRAME WIDTH MOM PANFI WIIITH 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 1 OH EXTERIOR 0 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Title: urawn oy: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description: Date: EXTRUSIONS, BOM 5/22/19 Revision: Rev. By. Rev. Date: NO CHANGES THIS SHEET AGK 7/21/20 Series/Model: Scale: Sheet: Drawing No. Rev: SGD-150 LMI N.T.S. ill OF 28 1 SGD150LMI-NOA I A R Y U O a- a '' i ib�PFli £, P£ ®Im act Resistant Windows & Doors WEN SIRONGER CGI DOORS AND WINDOWS, INC. r 3780 W 104TH STREET k `' Hb4LEAH, FL 33018 - (305) 593.6590 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE °�'� .Z.� N. VENICE, FL 34275 '' C (941) 480-1600 REGISTRATION #29296 ,,;dt 91,t�•,4 A. LYNN MILLER,.E. P.E.#58705 H w � Y U to IL O 0 0 L Il(1l1R FRAMF WMTH PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP LT Y U O n. POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA L 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. O C NOM. PANEL WIDTH FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 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 II II 0 I I 0 I I � EXTERIOR 0 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOM. PANEL WIDTH Qj 0 FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 0 'I 0 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Title: urawn rry: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description: Date: CONFIGURATIONS 5/22/19 Revision: Rev. By: Rev. Date: NO CHANGES THIS SHEET AGK 17121/20 Series / Model: Scale: Sheet: DrawingNo. Rev: SGD-150 LMI N.T.S. 112 OF 28 1 SGD150LMI-NOA I A OImpact Resistant Windows &Doors CGI DOORS AND WINDOWS, INC. 3780 W 104TH STREET HIALEAH, FL 33018 (305) 5838590 PREPARED BY LYNN MILLE. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 REGISTRATION #29296 I .a�11si ilfit � ¢ 3L No, 58705 l Q . `'itBl(tt4@r A. LYNN MILLER, P.E. P.E.# 58705 DESIGN LOAD CAPACITY - PSF (GLASS) NOM. PANEL WIDTH INCHES DOOR FRAME HWH7 INCHES NUMBER OF PANELS ALL o GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & '111' INTERLOCKS W/O REM. INTERLOCKS WITH REINF. 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 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 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 'A', 'B', 'Al', 'Bl' 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 60.0 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 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 9 - - 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 GLASS CAPACITY CHARTS I NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. INTERLOCKS INTERLOCKS W/O REINF. WITH REINF. SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 f,lf .... 3 sra... 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS .075" Interlayer .075" Interlayer 075" Interlayer 075" Interta Saflex CP With PET Core Saflex CP With PET Core Y Yer By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Saflex CP With PET Core Saflex CP With PET Core OR OR By Eastman Chemical Co.' By Eastman Chemical Co.' .090" Interlayer .090" Interlayer OR OR Saflex Clear And Color Glass Saflex Clear And Color Glass .090" Interlayer .090" Interlayer Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Co.' OR OR By Eastman Chemical Co.' By 'Eastman Chemical .090" Interlayer .090" Interlayer OR OR SentryGlas 3/8" AIR SPACE SentryGlas .090" Interlayer 3/8" AIR SPACE .090" Interlayer By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' SentryGlas SentryGlas OR OR By Kuraray America, Inc.' By Kuraray America, Inc.' .090" Interlayer 3/16" TEMP. GLASS .090" Interlayer OR OR Trosifol PVB Trosifol PVB .090" Interlayer 3/16" TEMP. GLASS .090" Interlayer By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' Trosifol PVB Trosifol PVB By Kuraray America, Inc.' By Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE � GE SCS 1200 m DOW CORNING 791, Z 899, 983 & 995 U) M � M1 Ri SETTING BLOCKS O AT 1/4 POINTS ON LITES O 16 WIDER THAN 36" ai (s� EPDM W DUROMETER 85±5 W W GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 bOW CORNING 791, N 899, 983 & 995 M1 XL EDGE SPACER ro ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1 SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM nr—ten DUROMETER 85±5 GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS 3/16" HEAT STREWD GLASS 3/16" HEAT STREN'D GLASS SILICONE F GE SCS 1200 DOW CORNING 791, z 899, 983 & 995 g V) M1 M SETTING BLOCKS AT 1/4 POINTS ON LITES WIDER THAN 36" EPDM O DUROMETER 85±5 W 1 W GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 791, N 899, 983 & 995 S M1 XL EDGE SPACER M ST. STEEL BY CARDINAL' OR DURASEAL BY 'QUANEX' OR 'QUANEX' O SUPER SPACER BY a 1 SETTING BLOCKS W AT 1/4 POINTS ALL SIZES EPDM W DUROMETER 85±5 GLASS TYPE 'Bl' 1" OVERALL INSUL. LAM. GLASS DESIGN LOAD CAPACITY - PSF (ANCHORS) NOM. PANEL WIDTH INCHES DOOR FRAMES HEIGHT INCHES ANCHORS (TYPE A. B & C) ANCHORS (TYPE B2) CLUSTER AT STILE/INTERLOCK ENDS CLUSTER AT STILE/INTERLOCK ENDS 4 6 8 4 6 8 EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24-1/8 30-1 /8 36-1/8 42-1/B 48-1/8 54-1/B 82 80.0 - - 80.0 - - 80.0 - - 80.0 - - 80.0 - - 76.2 80.0 - 72.4 80.0 - 6B.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 1 80.0 - 67.8 80.0 - 64.3 80.0 - 62.3 80.0 - 59.1 80.0 80.0 58.4 71.1 71.1 55.3 71.1 71.1 24-1 /B 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 56.7 80.0 80.0 53.7 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 46-1 /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 1 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 - - 60.0 - - 80.0 - - 55.3 60.0 60.0 52.5 60.0 60.0 49.1 60.0 60.0 46.6 60.0 60.0 44.5 41.6 60.0 54.4 60.0 54.4 42.2 39.4 60.0 54.4 60.0 54.4 24-1/8 30-1/8 36-1/8 42-1/B 48-1/8 114 60.0 - - 60.0 - - 60.0 - - 57.2 60.0 60.0 51.9 60.0 60.0 49.2 60.0 60.0 45.9 60.0 60.0 43.6 60.0 60.0 41.5 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 60.0 60.0 38.9 58.4 60.0 38.9 55.4 60.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1 /4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) AT HEAD THRU 1 BY BUCKS OR DIRECTLY INTO CONCRETE OR 1-1/4" MIN. EMBED INTO CONCRETE JAMBS THRU 1 BY BUCKS OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED MASONRY (® JAMBS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPE 'A'- 1/4" KWIK-CON II+ BY 'HILTI' (Fu=138 KSI, Fy=137 KSI) AT HEAD, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD JAMBS TYPICAL ANCHORS IN TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE CLUSTERS AT MTG. STILE & INTERLOCK ENDS, SEE 2BY WOOD OR &INTERLOCK ENDS, SEE CHART FOR QUANTITIES STRUCTURE CHART FOR QUANTITIES EDGE DIST. EDGE DIST. 3 5/8" 3.5/�" 3 KSI CONCRETE- TYPE 'B'- 1/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) AT HEAD THRU 1 BY BUCKS OR DIRECTLY INTO CONCRETE OR 2" MIN. EMBED INTO CONCRETE (® HEAD) JAMBS 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY (® JAMBS) 1/4" ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) THRU 1 BY BUCKS OR DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY (® JAMBS) TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) AT HEAD INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR OR JAMBS INTO METAL STRUCTURES (HEAD/SILL/JAMBS) uj (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) v (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Q TYPE 'B2'- -1/4" DIA. ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) AT SlU 1 /4" DIA. ULTRACON+ BY 'DEWALT- (Fu=164 KSI, Fy=148 KSI) z DIRECTLY INTO CONCRETE a 1-3/4" MIN. EMBED INTO CONCRETE to o /4" KWIK-CON II+ BY 'HILTI' (Fu=138 KSI, Fy=137 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Iw 1-3/8" MIN. PENETRATION INTO WOOD DEWALT ULTRACON+ AND HILTI KWIK-CON II+ o ANCHORS LIMITED TO A MAX. SHIM SPACE OF 1/4". g 0 °- reANCHOR EDGE DISTANCES z INTO CONCRETE OR MASONRY = 2-1/2" MIN. - INTO WOOD STRUCTURE = 1" MIN. WU u� Z ANCHOR TYPE A m EnINTO 2BY WOOD BUCKS a OR WOOD STRUCTURES o TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS, SEE CHART FOR QUANTITIES 'CONCRETE c� ANCHOR TYPE B N m V)) DIRECTLY INTO 3 KSI CONCRETE o J POURED & HARDENED, NON-METALIC, NON -SHRINKAGE HIGH -STRENGTH GROUT; f'c = 5000 PSI MIN. NOT BY CGI; MUST TRANSFER SHEAR LOADS TO STRUCTURE Y ANCHOR TYPE A THRU 1BY WOOD BUCKS INTO 3 KSI CONCRETE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS, SEE CHART FOR QUANTITIES EDGE , 3 5/8" 1BY WOOD BUCKS SEE NOTE SHEET 1 METAL STRUCTURES SEE SPEC BELOW ANCHOR TYPE C \ o N INTO METAL STRUCTURES o OR APPROVED MULLIONS J SILL RISERS z SEE SHEETS 14, 15, 17 & a 18 FOR OPTIONAL SILL DETAILS 6 AND SHEET 13 FOR CAPACITY mx d• N \� Lu TYPICAL ANCHORS 1- c IN CLUSTERS T ' AT MTG. STILE 6 ' a °. ° & INTERLOCK ENDS A' SEE CHART 3 5/13';. FOR QUANTITIES NOTE: INTO METAL STRUCTURE = 3/4" MIN. ANCHOR TYPE B2 ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN WOOD AT HEAD OR JAMBS SG = 0.55 MIN. DIRECTLY INTO 3 KSI CONCRETE CONJUNCTION WITH GLASS CHARTS ON SHEET 13 LOWER CONCRETE AT HEAD, SILL OR JAMBS f'C = 3000 PSI MIN. APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Title: APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) FOLLOWING SHEETS FOR DETAILS. Description: LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. ANCHOR LOAD CHART/ANCHOR DETAILS LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. Revision: 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 TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. AGK Date: 5/22/19 Rev. By: Rev. Date: ADDED ANCHORS AND RE -FORMATTED SHEET I AGK 7/21/20 Series/Model: Scale: Sheet: Drawing No. Rev: SGD-150 LMI I N.T.S. 115 OF 28 I SGD150LMI-NOA I A 3 5/8" ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUC�TURESI Resistant ®Impact Windows Doors' wet srT1Om6T 6- CGI DOORS AND WINDOWS, INC. 3780 W 104TH STREET' - N0. 58705 }� � - HiALEAH, FL 33018 593-6590 fa _ (/ l (305) �)� PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE r oZ� Q S ATE F t� N. VENICE, FL 34275 �`� fiE OR'sCi 480-1600 (941) REGISTRATION #29296 � �OAL A. LYNN MILLER, P.E. P.E.# 58705 SEE SHEET 15 FOR ANCHORS w w o- 0 0 0 N POURED & HARDENED HIGH STRENGTH GROUT NON —SHRINK, NON—METALLIC f'c = 5000 PSI MIN. — NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE 1�:: O SEE SHEET 15 FOR ANCHORS THREE (3) TRACK DOOR DETAILS WEEP SIZE 1 /4" X 1 /8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS SILL RISER READ. FOR LOADS ABOVE +60 PSF Title: urawn usy. SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description: Date: 3-TRACK DOOR DETAILS 5/22/19 Revision: Rev. By: Rev. Date: NO CHANGES THIS SHEET AGK 7/21/20 Series Model: Scale: Sheet: Drawing No. Rev: / 4 SGD-150 LMI I N.T.S. 116 OF 28 1 SGD150LMI-NOA I A DECORATIVE SILL COVER OPTIONAL SILL RISER READ. FOR LOADS ABOVE +60 PSF Aah ) VAndImpact Resistant Windows &Doors WPM STRONGER- CGI DOORS AND WINDOWS, INC. 3780 W 104TH STREET HIALEAH, FL 33018 (305)593-8580 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 REGISTRATION #29296 i3?P A. LYNN MILLER, P.E. P.E.# 58705 TYPICAL ANCHORS PANEL WIDTH SEE ELEV. FOR SPACING 1/2" MAX. O E6 D.L.O. O SREINF. AS EE CHARTONO CO LOAD BEARING SHIM .Y ,� 1 ,C,SHEET 13 FOR CAPACITY r— — is i FOR 1X6 OR LARGER WOOD BUCKS 4AIM16A L! 1 PAMF71 WIIITH WOOD STRUCTURE EXTERIOR INTERLOCK (REINFORCED) O�� NOM. PANEL WIDTH vn �d 31 �� Ij .. r THREE (3) TRACK DOOR DETAILS INTERLOCK WIDTH (REINFORCED) O O #10 X 1-1/4- SS PH SMS 1 PER CLIP 3 PER PANEL AT 18" FROM EACH END C AT #8 X 3/4D SS FHDSMSN 1 PER CLIP FIXED PANEL 1 /4" MAX. )AD BEARING METAL SHIM STRUCTURE Title: urown try: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Description: Date: 3-TRACK DOOR DETAILS 5/22/19 Revision: Rev. By: Rev. Date: NO CHANGES THIS SHEET AGK 7/21/20 Series/Model: Scale: Sheet. Drawing No. Rev. SGD-150 LMI N.T.S. 17 OF 28 SGD150LMI—NOA A TYSEE ELEV FOR SPACING PICAL ANCHORS s w c� 0 w �I,ttl!Irdirr EXT. Impact Resistant Windows &Doors O we11F STRONGER - CGI DOORS AND WINDOWS, INC. 3780 W 104TH STREET . -) .� ,�, HIALEAH. FL 33018 (305)593-W90 , e rj PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE : {1 •, S -rF 1 F N. VENICE, FL34275 (941) 480-1600 A { .1 ¢ . 1 � � � ; REGISTRATION #29296 A. LYNN MILLER, P.E. P.E.# 58705 SEE SHEET 15 FOR ANCHORS F- C9 w w 0 0 0 3 KSI CONC_ POURED & HARDENED HIGH STRENGTH GROUT NON —SHRINK, NON—MEI Vc = 5000 PSI MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE a ° 3 KSI CONC. SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS EDGE DIST. 1 3/4" m = n : . ' 3 KSI CONIC. O • J SILLISER REQD FOR LOADS ABOV +60 PSF El G04 \ A". .2 ° °, .. aGv a e 3 KSI CONC. EDGE DIST. 1. 3/4" SEE SHEET 15 FOR ANCHORS TWO (2) TRACK DOOR DETAILS WEEP SIZE 1 /4" X 1 /8 REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE 2 SILL COVER OPTIONAL 1 SILL RISER E8.1 OPTIONAL FOR LOADS BOVE +60 PSF 1 t TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH 1/2" MAX 1 LOAD BEARING #10 X 1-1/4" SS PH SMS PANEL WIDTH SHIM Ci 1 1 PER CLIP OH D.L.O. J 1 #8 X 3/4" SS FH SMS D.L.O. L M2 1 PER CLIP 1 E5 � z z V. ALL. M •. o off;' 0 O O O O p INTERLOCK ASTRAGAFIXED PANEL D.L.O. (REINFORCED) EXTERIOR z1BY NOM. PANEL WIDTHDOOR FRAME WIDTH WOOD BUCKS w L 1 1 /4" MAX. SEE NOTE SHEET 1 z N #10 X 1-1/4" SS PH SMS cm 1 PER CLIP LOAD BEARING < 1/2" MAX. SHIM METAL LOAD BEARING TYPICAL ANCHORS SEE ELEV g X 3 4" SS FH SMS # / STRUCTURE 1/2" MAX, LOAD BEARING K 1 SHIM e -'FOR SPACING ° 1 PER CLIP SHIM PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L.O. TYPICAL ANC RS .� s SEE EL FOR SPACI Gtj s I;. e •Ld EXT. W w o. w EXTERIOR ; •.>' DOOR FRAME WIDTH W � O DOOR FRAME WIDTH o _ w E27 FIXED PANEL EXT• TWO (2) TRACK DOOR DETAILS Title: Drown By: impact Resistant e°t �• . `; :.: F T DOOR FRAME WIDTHAft SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Windows & Doors �' •• ' Ou --3 s, ' 2BY WOOD BUCK Description: Dote: wIMsraataexw CGI DOORS AND WINDOWS, INC.. � �,.• •.,., �. i`�3 5,8705 OR w 1, srREer . - WOOD STRUCTURE SEE NOTE SHEET 1 2-TRACK DOOR DETAILS 5/22/19 HIAL FL 33018 H�-6590 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER - 1070 TECHNOLOGY DRIVE °, ( E Oi- NO CHANGES THIS SHEET AGK 7/21/20 N. VENICE, FL 34275 N , (941) 480-1600 .- c,, t-a • • . , .. [� R Series/Model: Scale: Sheet: Drawing No. Rev: REGISTRATION #29296 SGD-150 LMI N.T.S. 19 OF 28 SGD150LMI-NOA A A. LYNN MILLER, P.E. P.E.#58705 2 C-4 /-SEE SHEET 15 FOR ANCHORS FOUR (4) TRACK DOOR DETAILS k HARDENED -NGTH GROUT NK, NON-METALLIC )0 PSI MIN. G1 WINDOWS NSFER SHEAR STRUCTURE - O 1-1 Lo al IFIM! P- L �-- EDGE DIST.'. IN O ........ .... . .............. ....... ............ ............... 3 KSI CONC. ' EDGE DIST. 5/18 EFER TO SHEET 15 FOR VARIOUS JSTALLATION CONDITIONS. I WEEP SIZE 1/4" X 1/ 1-$ I -iwo ,u Lin., '3 ; 111113M. SILL RISER REQD. FOR LOADS ABOVE +60 PSF DECORATIVE SILL COVER OPTIONAL L SILL RISER REQD. FOR LOADS ABOVE +60 PSF TYPICAL ANCHORS SEE ELEV. PANEL WIDTH WOOD BUCKS 1 /2" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 2X8 OR LARGER WOOD BUCK OR WOOD STRUCTURE EXTERIOR w z z 0 W � TYPICAL ANCHORS SEE ELEV. FOR SPACING DOOR FRAME WIDTH FOUR (4) TRACK DOOR DETAILS 1 /4" MAX. LOAD BEARING L3 SHIM EXTERIOR #10 X 1-1/4" SS PH SMS 1 PER CLIP 3 PER PANEL AT 18" FROM EACH END M2 AND AT MIDSPAN #8 X 3/4" SS FH SMS 1 PER CLIP STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING ro LO s 0 o EXTERIOR w title: Drawn By: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK 4-TRACK DOOR DETAILS Revision: NO CHANGES THIS SHEET Series/Model: Scale: SGD-150 LMI N.T.S. Date: 5/22/19 Rev. By: Rev. Date: AGK 7/21/20 Sheet: Drawing No. Rev: 21 OF 28 SGD150LMI-NOA A 1 /4" MAX. LOAD BEARR SHIM DOOR FRAME WIDTH METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING a w V t= 0 w 0 w Impact Resistant ' Windows & Doors r, w IM61201im- ` CGI DOORS AND WINDOWS, INC. 3780 W 104TH STREET HULLEAH, FL 33018 (305) 593f580 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE O N. VENICE, FL 34275 44 STATE uF , (941) 480-1600 REGISTRATION#29296 � d ei'� A. LYNN MILLER( O.L ,_ p.E.# 58705 1 3/4" (4) ANCHORS (6) ANCHORS (8) ANCHORS __�6 3 AT 6" FROM ENDS 3 5/8" 3 5/8" , 1 • -: • ■ ► i,: • • i ►: . mraem'smis • • i ►: O135" CORNER #10-24 X 1/2" FH THREAD CUTTING SCREWS AT 6" FROM ENDSI & 12" O.C. EXTERIOR WIDTH DOOR FRAME WIDTH 4BLE FOR OUTSIDE CORNERS ONLY (4) ANCHORS (6) ANCHORS (8) ANCHORS Title: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) I AGK CORNER DETAILS Revision: NO CHANGES THIS SHEET Series/Model: Scale: Sheet: SGD-150 LMI I N.T.S. 122 OF 28 Date: 5/22/19 Rev. By. Rev. Date: AGK 7/21/20 Drawing No. Rev. SGD150LMI-NOA I A #10-16 X 1/2" HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" O.C. Resisunt ®Impact Windows & Doors WE41E STRONGER CGI DOORS AND WINDOWS, INC. 3780 W 104TH STREET ," N ra _ t HIALEAH FL.33018 a (305) 593-6590 (/L PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE � la N. VENICE, FL 34275 4_,: §°t ® ,,"FEtF (941) 480-1600 `',r' REGISTRATION #29296 V,-,, A. LYNN MILLER, P.E. P.E.# 58705 TYPICAL PAD PILE INSTALLATION LOCATION TYPICAL AT PANEL 4 CORNERS 1G11. 1 JM K%l V n, DOOR FRAME WIDTH MOM PAMP WIr)TH O 1-1/8" MIN. SEALANTS EDGE DIST. EXTERIOR MOUNTED POCKETED JAMB EXTERIOR POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ Title: urawn try. - SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) I AGK Description: Date: DETAILS 5/22/19 Revision: Rev. By: Rev. Date: NO CHANGES THIS SHEET AGK 17/21/20 Series/Model: Scale: Sheet: SGD-150 LMI I N.T.S. 123 OF 28 TYPICAL ANCHORS TYPE A, B OR C AT 6" FROM ENDS AND 9" O.C. INTO WOOD/CONC./METAL 6" O.C. INTO BLOCK ONLY 1-1/2" MIN. WOOD EMBED 1-1/4" MIN. BLOCK EMBED 1-3/4" MIN. CONC. EMBED 1/8" MIN. METAL THICKNESS CONC.BLOCK WOOD METAL Impact Resisilant Door Windows &Doors WERE STRONGER" CGI DOORS AND WINDOWS, INC. 3780 W 104TH STREET HIALEAH, FL 33018 (305) 593-65N PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 Drawing No. Rev: REGISTRATION #29296 SGD150LM1-NOA I A IV Yam,: Nab 4jr 71 e, . r;t i,,llii S4 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 Q 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 I 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' READ. 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 CONNECTING BAR (PART #HD-3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1-1/2" OH MS STEEL KEEPER (PART #HD-3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS Title: Drawn By: impact Resistant f SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK ®Windows & Doors .. Description: Date: CGI DOORS AND WINDOWS, INC. 3780 W 104TH STREET BILL OF MATERIALS 5/22/19 (I5, M, FIF 33301a 693-6590 •` i c , ; PREPARED BY LYNN MILLER `"€ 4 Revision: Rev. By. Rev. Date: 1070 TECHNOLOGY DRIVE '. % NO CHANGES THIS SHEET AGK 7/21/20 N. VENICE, FL34275 (941) 480-1600 = , Series/Model: Scale: Sheet: Drawing No. Rev: u,� t�,,( REGISTRATION#29296 - �// "\` ` SGD-150 LMI N.T.S. 24 OF 28 SGD15OLM1-NOA A ` . A. LYNN MILL`E PIE. i P'E.# 58705 �4.735 --�{ 070 I � 5.921 70 -�j 1.340 r I -I r•675 5R5 -�jr•120 I _ 050 L. I 1.340 .860 .847 1.250 .847 1.250 .99� .050 .98 .995 .9775 3.255 � 3.255 4.250 1.184 - 1.184 t� 4.250 E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) 070 LD @ GLAZING BEAD LAM. GLASS GLAZING BEAD INSUL. LAM. GLASS 070 995 .995 .075 .075 1.508 1.186 070 2.600 070 2.600 E7 TOP/BOTTOM HORIZ � TOP/BOTTOM HORIZ (OPTIONAL) 3.000 .070 •995 640 5� 4.735 -�I 753 .725 .065 �664 1.125 1 5� 060 1,g31 01 3.000 .070 5.921 � M2 FIX. PANEL CLIP .156 E1 1.490 1.415 3.000 1.490 1.415 FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) .120 1 ® 3.750 3.750 2.005 EXTERIOR INTERLOCK (OPTIONAL) 2.005 2.755 .070 1.366 2 ® .155 � .125 E6 MAIN STILE .695 3.750 2.755 MAIN STILE (OPTIONAL) 3.000 .070 3.510 1.610 1.870 3.572 .995 .095 265 E8 125 3.000 .095 SILL RISER (OPTIONAL) 1.610 1.870 1.600 1.870 1.770 1.415 1.770 1.415 .070 .060 L .060 LA2.005A 1.255 2.005 3.188 .070--.070 dL 3.572 2. 005 1.625 1 2.005 E5 INTERIOR INTERLOCK .582 1.255 INTERIOR INTERLOCK (OPTIONAL) E14 OUTER TRACK ASTRAGAL STILE Es INTERIOR TRACK ASTRAGAL STILE '995 1.186 2.120 2.005 INTERIOR TRACK ASTRAGAL �1.8251 F.1 1.501 .060 1.831 POCKET HOOK (OPTIONAL) 3.750 .125 1.310 1 56 .155 INTERLOCK REINFORCING L,3.000_�j E4 EXTERIOR INTERLOCK 070 572 0,t41.<=i=rtB., 3.510 .625 Title: Drown By: .741 SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK OlmpaCIRBSISI<aFlt Windows & Doors c 1.600 L870. 1.920 2.591 CGI DOORS AND WINDOWS, INC.EE 3780 W 104TH STRT - Description: Date: 2.670 3.341 062 EXTRUSIONS 5/22/19 (305)5 3-6590 o18 (305)593-6590 A - PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE 2.005 1-3 A ° Revision: Rev. By: Rev. Date. NO CHANGES THIS SHEET AGK 7/21/20 N. VENICE, FL34275 (941) 480-1600 h ° ® F -.625 625 Series�Model: Scale: Sheet: Drawing No. Rev: REGISTRATION #29296 , F23 SILL COVER(OPTIONAL) OUTER TRACK ASTRAGAL (OPTIONAL) E8.1 SILL RISER (OPTIONAL) SGD-150 LMI N.T.S. 25 OF 28 SGD150LMI-NOA A A. LYNN MILLER, P.E. P.E.# 58705 4 FEMALE CORNER ADAPTOR 30 1.'86 .125 FEMALE CORNER ADAPTOR (135' 2.270 - .128 i-.190 1.485 1.520 MALE CORNER ADAPTOR -�{ 1.375 � -1 �.510 ,-1 .060 .260 1.650 -�I L.640 ® FRAME HEAD COVER 4.765 .065 080 1.621 .640 .344 060 -�I 1 -.625 ® FRAME SILL COVER E2 FRAME JAMB (2 TRACK) .243 �j 1.375 r F771 1.791 O60 71.620 © FRAME JAMB COVER 5.951 .080 1.620 .725 d .065 � �I .125 .545 T 0 090 � 1.620 1.50 ! L 1 1 .065 .625 -- .664 � FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP Title: Drawn By: Af�\ Resisihant t / r d, %Impact SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK t )Windows & Doors wm STm =m- CGI DOORS AND WINDOWS, INC. J Description: Date: 3780 W 104TH STREET No.HIALEAH, EXTRUSIONS 5/22/19 FL soslsss 18 a� PREPARED BY LYNN MILLER Revision: Rev. By: Rev. Date: 1070 TECHNOLOGY DRIVE NO CHANGES THIS SHEET AGK 7/21/20 N. VENICE, FL 34275 (941) 480-1600 s Series/Model: Scale. Sheet: Drawing Ho. Rev: REGISTRATION #29296 SGD-150 LMI N.T.S. 26 OF 28 SGD150LMI-NOA A A. LYNN MILLER, P.E. P.E.#58705 FRAME BOTTOM CORNER 4 TRACK SHOWN 7.750 WFj S2 *.925M r.857 Pq 1.250 Title: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) INSTALLATION DETAILS, EXTRUSIONS Revision: NO CHANGES THIS SHEET Series/Model: Scale: Sheet: SGD-150 LMI I N.T.S. 127 OF 28 E AGK Date: 5/22/19 Rev. By: Rev. Date: AGK 7/21/20 Drawing No. Rev: SGD150LMI-NOA I A FRAME HEAD (4 TRACK) IN FRAME SILL (4 TRACK) 7. FRAME JAMB (4 TRACK) AMNImpact Resistant Windows & Doors CGI DOORS AND WINDOWS, INC. 3780 W 104TH STREET HMEAH, FL 33018 (305) 59MM 71 .Q n PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE `,_;r N. VENICE, FL 34275 x- (941) 480-1600 _ R REGISTRATION #29296 f , , A. LYNN MILLER, P.E. P.E.# 58705 S2 I S2 Q FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER S2 MITERED BEAD CORNER (TYPICAL) Q S2 Q S2 PANEL TOP/BOTTOM CORNER FRAME BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) 2 TRACK SHOWN �tlilii'> Title: Drawn By: Impact Resistant ' SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK OVAMSTRONGER- Description.Windows& Doors Date: CGI DOORS AND WINDOWS, INC. NO 5L97i 5 3780 W 104TH STREET - 5/22/19 HIAL.EAH, FL 33018 INSTALLATION DETAILS (305)593-090 PREPARED BY LYNN MILLER e� Revision: Rev. By: Rev. Date: ".. _ s FRAME BOTTOM CORNER 1070 TECHNOLOGY DRIVE %E + F ". 3 TRACK SHOWN NO CHANGES THIS SHEET AGK 7/21/20 N. VENICE, FL34275`.; (941)480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: _ N< L r i r SGD-150 LMI N.T.S. 28 OF 28 SGD150LMI-NOA A REGISTRATION #29296 t � ; � , A. LYNN MILLER, P.E. P.E.# 58705