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HomeMy WebLinkAboutAPPROVED SGD M 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.Eov/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 MIAMI-DADE COUNTY 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. ' �s 7 f yn 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 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 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. Ll 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 I. 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 I 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 I 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 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 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. � 5��� � • L�itih�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-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 1. Chanda, P.E. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0729.06 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-6 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. "SENTINEL" SERIES SGD150A ALUMINUM SLIDING GLASS DOOR SHUTTERS ARE NOT REQUIRED. DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH 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. LAMINATED GLASS AND LAMINATED INSULATING GLASS STEP 4 VUU FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. LARGE/SMALL MISSILE IMPACT ttlt?li !Jltji rifle: Drawn By: o� C impact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(LMI) AGK Windows&Deers �� '\� '' ,GE � i WERE STRONGER— Description: Dotes CGI DOORS AND WINDOWS,INC. r 3780 W 104TH STREET ark No. 58705 33018 COVER, INSTRUCTIONS 5/22/19 (305)5�93.65900 _ Revision: Rev. By: Rev. Dote: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE UPDATED TO FBC 2020, ADDED ANCHORS&BACK. AGK 7/21/20 N.VENICE,FL34275 -��.�+ '• TATr ((,\ (941)480-1600 i fiLp"RI[}P•"°' q v\ Series/Model: Scale: Sheet: Drawing No. Rev: /( �\ REGISTRATION#29296 �/�t!�NAL��>>�� SGD-150 LMI NTS 1 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 6" 3" (8) ANCHORS n,P CLUSTER SHOWN oa 14" 3 TRACK z MAX. HEAD ANCHORS 282 13/16" MAX. M DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 48 1/8" AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 NOM. PANEL WIDTH AT 3" O.C. 6" MAX. 1 13/16" SEE CHART FALSE MUNTIN FOR CAPACITY CORNERS SHEEP 15 CORNERS MIN. OPTIONAL /� (✓ E to tD REINFORCING AT INTERLOCKS OPT= ONAL SEE I SHEET 13 J FOR CAPACITY in Q 2 1/8 .L. OP . 2 POINT 42 1/8"uj I J 0 to SINGLE LOCK D.L. OPG. Q io w i• i• SEE SHEET 24 i• �• �• —i to O FOR DESCRIPTION �� �� �� z I x o N L oo W i� i/ i/ i/ i/ F M z Y z o a . . o} I rnQ o Z Q II II W �ZU YM � � S B D F °� I J POCKET J MB x m SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE 48 1 8" (SEE SHEET 6, 8, 11 FT (6) ANCHORS 48 1 8" & 12 & DETAIL M ON � �z ENDS INTO CONC. AT 3" O.C. SEE CHART ON SHEET PANEL WIDTH / a M CLUSTER SHOWN SHEET 23) POCKET p 15 FOR CAPACITY PANEL WIDTH JAMB ANCHORS 3 TRACK (SEE SHEEP 23 FOR JAMB ANCHORS TYP. INSTALLATION) co 14"z 6" MAX. 3 TRACK TY"D ILL ANCHORS 8j" 18"T7 8" 8" �8�8 U88j- L8� 8" (1)WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER 2 WEEP CLUSTER 2 WEEP CLUSTER (1) WEEP CLUSTER tia •,,J �� i Title: Drawn By: Impact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.L) AGK WWindows&Doors :� �°�•' Lac Evs< VIM STRONGER— . TYPICAL ELEVATION Description: Date: CGI DOORS AND WINDOWS,INC. A N0. 58705 3780 W 104TH STREET _ TESTED UNIT ELEVATION 5/22/19 (305)�593-s590 18 = 0 PREPARED BY LYNN MILLER '. �t �V 4 Revision: Rev. By. Rev. Date: a °J D.L. OPENING s fi 11 e `• ATE F 1070 TECHNOLOGY DRIVE , D.L.O HEIGHT = DOOR FRAME HEIGHT — 9 11/16" NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 s�� .'40RIpN,. D.L.O. WIDTH = NOM. PANEL WIDTH — 6" (941)480-1600 i S'0NAIL PANEL HEIGHT = DOOR FRAME HEIGHT —1 3/16" Series/Model: Scale: Sheet: Drawing No. Rev: REGISTRATION#29296 llieL1,\\\ SGD-150 LMI N.T.S. 2 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 6" 3„ (8) ANCHORS P. CLUSTER SHOWN TY 2 TRACK HEAD ANCHORS 14" � z MAX. 190 9 16" MAX. DOOR FRAME WIDTH ANCHORS IN PAIRS HEAD ANCHORS 14" MAX. AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 6" MAX. AT 3" O.C. 1 13/16" SEE CHART ON SHEET 15 CORNERS FALSE MUNTIN HEAD/SILL � MIN. OPTIONAL A 1 C 1 FOR CAPACITY io X REINFORCING AT INTERLOCKS OPTIONAL G 1 II II H J 1 FOR CAPACITY 2 POINT 42 1/8" 42 1/8" SINGLE LOCK D.L. OPG. D.L. OPG. I a io w W a II II= SEE SHEEP 24 Qo J r� _ p FOR DESCRIPTION z I Z O W Q U Q 1) L) to L) � < o II % II 0 _ a = II II �'}W, W Za � J Q O V m = D1 = 00I � B1 ar En Frt x SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS 48 1 8" 2 TRACK m mz CLUSTERNCHORSSHOWN AT STILE ENDS AT 3" O.C. SEE CHART ON 48 1/8" POCKET _ SHEET 15 FOR CAPACITY PANEL WIDTH JAMB ANCHORS PANEL WIDTH 2 TRACK JAMB ANCHORS SILL ANCHORS z 6" 14" 3" MAX. TYP. D.L. OPENING B 1 1IN 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" (TESTED UNIT) 8" 8" 8" 8" 8" 8" " TYPICAL ELEVATION (1)WEP aL IM (2)WEEP dUSTIM (2)1W WHIM (2)WOP a (1)"m'awn �g�t4illl/,ll`J Title: Drawn By: ?...,, r REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. impact Resident � ?.• 1. �ir SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® Description: Date: Windows&Doors CGI DOORS AND WINDOWS,INC. NO 58705 s �" •° 3780 W 104TH STREET ELEVATION 5/22/19 (305)5593-65590 a� Revision: Rev. By: Rev, Date: PREPARED BY LYNN MILLER 2 1 c' 1070 TECHNOLOGY DRIVE r r'1TE F : NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL34275 i '°°,�t.ORIUI°.• (941)480-1600 may ' + '.•••• o` Series/Model: Scale: Sheet: Drawing No. Rev: REGISTRATION#29296 /O AL 1 \0 SGD-150 LMI N.T.S. 3 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 (8) ANCHORS (8) ANCHORS 6" 3" CLUSTER SHOWN lyp (SEE SHEET 22) CLUSTER SHOWN 14" EXTERIOR EXTERIOR 3 TRACK Go z MAX, HEAD ANCHORS M 149 5/16" 146 9/16" 97 3/4" DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH FALSE MUNTIN HEAD ANCHORS 14" MAX. HEAD ANCHORS OPTIONAL ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS 48 1/8" AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS 6" MAX. NOM. PANEL WIDTH AT 3" O.C. SEE CHART ON SHEET 15 HEAD •9 SEE CHART ON SHEET 15 125, FOR CAPACITY SILL 1 13/16" FOR CAPACITY CORNERS MIN. ID A C E N REINFORCING AT INTERLOCKS OPTIONAL a I M H H SEE SHEET 13 FOR CAPACITY z 2 POINT DOUBLE LOC S o Y 2 1/8 SEE SHEET 2 ' CD L oD.L. OPG' FOR 42 1/8" 42 1/8" _ DESCRIPTION 2 POINT DOUBLE LOCKS O m II I� D.L. OPG. D.L. OPG. i. w i• w r. i. �. �. SEE SHEET 24 r �2 OD I % cj % % I FOR DESCRIPTION O i D i i OJ i r °' o Ila II � a a a �m = = a �W II II a w 20 Z Z U Z U Z U ¢ ¢ ¢ F U O] O O Q mw POCKET SILL TYPE B2 ANCHORS SILL TYPE B2 ANCHORS 48 1/8" 48 1/8" 48 1/8" 48 1/8" g <Z JAMB ANCHORS 2 OR 4 PAIRS 2, 3 OR 4 PAIRS PANEL WIDTH PANEL WIDTH _1 o AT CORNER STILE ENDS. AT STILE ENDS PANEL WIDTH PANEL WIDTH 3 TRACK SEE CHART ON SHEET 15 AT 3" O.C. JAMB ANCHORS FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY 00 6" 14" 3" (4) ANCHORS EXTERIOR (6) ANCHORS EXTERIOR z MAX TYP CLUSTER SHOWN 3 TRACK CLUSTER SHOWN SILL ANCHORS M (SEE SHEET 22) 1ltlltt}t; Title: Drown By. Impact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows&Doors ° etc•,_ .° =xs � `y �.� ,r��°.•�'�°-� -r (TESTED UNIT) WPIMM0NGE11- Description: Date: CGI DOORS AND WINDOWS,INC. c - TYPICAL ELEVATION 3780 W 104TH STREET NO. a8705 ELEVATION 5/22/19 (30�)593-6 90 018 a `° Revision: Rev. By: Rev. Date: / PREPARED BY LYNN MILLER c Z V 1070 TECHNOLOGY DRIVE �' °'. S ATIw 3, 44/ NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 (941)480-1600 Seriesl Model: Scale: Sheet: Drawing Rev.No. fdr �4ti REGISTRATION#29296 i` SGD-150 LMI N.T.S. 4 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PANEL WIDTH NON—REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. XXX SHOWN = H L FOR DOORS USING 90' & 135' CORNER STILES ( ) LIMIT MAX. DESIGN LOADS TO ±60.0 PSF OXX M G H XXO XXX (REVERSE) 0 0 0 © � EXTERIOR DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 � H LLJ = L J1 H H H o L 0 XXXXXX (SHOWN) OL O EXTERIOR O 90' CORNER DETAIL '0' ON SHEET 22 J1 O O OXXXXO 135' CORNER DETAIL 'P' ON SHEEP 22 NOM. PANEL WIDTH OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH H G J H H Ld C71- 71 0 K O 0 XXXXXX (SHOWN) © 0 EXTERIOR 0 OVNON-REINF. O 0 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 -- G J H w H H ell x O Lj ULJ N 0 0 XXXXXO (SHOWN) © O EXTERIOR O 90' CORNER DETAIL '0' ON SHEET 2 J O O O 6 OXXXXO 135' CORNER DETAIL 'P' ON SHEET 22 NON-REINF. INTERLOCKS „ OPTIONAL IN LIEU OF J1 SEE CHART ON SHEET 13 APPROVED CONFIGURATIONS Title: Drawn By: ImpactResista� NON—POCKETED DOORS (NON-REINFORCED SHOWN) SEE SHEEP 13 FOR Dp AND REINFORCING OPTIONS SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK W &OOHS THREE �3) TRACKS Description: Date: CGI DOORS AND WINDOWS,INC. 3780 W 104TH STREET _ NO. 6�3T0� NOTE: CONFIGURATIONS 5/22/19 (305)5599U59D33018 �' Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER �( d 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070 TECHNOLOGY DRIVE F � [� � N.VENICE,FL 34275 AGK 7/21/20 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. NO CHANGES THIS SHEET (941)480-1600 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Series Model: Sca►e: Sheet: Drawin No. Rev: %'s ` ` B REGISTRATION#29296 ✓ ONAL. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 5 OF 28 SGD150LMI-NOA A 0' 1° 110 4� A.LYNN MILLER,P.E. P.E.#58705 DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS r SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 I ARE PRESENT. = H LF FOR DOORS USING 90' & 135' CORNER STILES Y H Y LIMIT MAX. DESIGN LOADS TO ±60.0 PSF a 0 la o M oLL UL P PXXX(SHOWN) O OH EXTVRIOR OH XXXP DOOR FRAME WIDTH DOOR FRAME WIDTH PANEL WIDTH NON—REINF. INTERLOCKS SEE Cl' RT ON SHEET 13 = H J H �i �ird F nn I (1 L) E a la o o I M M I n Lj PXXXXXXP (SHOWN) O O EXTERIOR 0 90' CORNER DETAIL '0' ON SHEET 22 O O O 135' CORNER DETAIL 'P' ON SHEET 22 DOOR FRAME WIDTH OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON—REINF. INTERLOCKS 71 SEE CHART ON SHEET 13 = H J H w H H TV i i i Y COLIO 4 x 0 a o M K o PXXXXXX(SHOWN) O O EXTERIOR O O O PANEL WIDTH O O XXXXXXP 90' CORNER DETAIL '0' ON SHEET 22 LPOCKET CAVITY NOT BY CGI 135' CORNER DETAIL 'P' ON SHEET 22 DOOR FRAME WIDTH NOT PART OF THIS NOA OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON—REINF. INTERLOCKS 7 SEE CHART ON SHEET 13 = H J H w H H I. 0 10 o (a (L o7 IL N o OM OH O 90' CORNER D A L '0' ON SHEET 22 J t�H OH NO PXXXXXO(SHOWN) EXTERIOR 135' CORNER DETAIL 'P' ON SHEET 22 PANEL WIDTH OPTIONAL IN LIEU OF Jti APPROVED CONFIGURATIONS OXXXXXP Title: Drawn ey: Impact Resistant POCKETED DOORS (NON-REINFORCED SHOWN) SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows&Doors �' A.•' SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS DescriP bon: Dates CGI DOORS�AN WINDOWS,INC. t; No NOTE: s705 THREE ,3) TRACKS CONFIGURATIONS 5/22/19 ( ,5 3-65WsrREeT = a µy HIALEAH,FL 33018� t° POCKETS ARE NOT PART OF THIS APPROVAL Revision: Rev. By. Rev. Date: PREPARED BY LYNN MILLER '• 7 }�) 1070 TECHNOLOGY DRIVE '.• mil® f., AND TO BE REVIEWED BY AHJ. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ,� N.VENICE,FL 34275 ` NO CHANGES THIS SHEET AGK 7/21/20 � '°•�;��p'? �'',••' 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. (941)480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. REGISTRATION#29296 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 6 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 DOOR FRAME W. MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 = K1 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES H g LIMIT MAX. DESIGN LOADS TO ±60.0 PSF � G1 0 O 'LL K1 OH EXTERIOR G1 XO(SHOWN) OX DOOR FRAME W. MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 = K1 w H w o L1 0LL I K1 EXTERIOR 0 L1 XX #8 X 3/4" SMS DOOR FRAME WIDTH AT 24" O.C. MAX. FRAME WIDTH 10 = N H Lu J1 o G1 0 0 ® 0 r' 1(1900nH EXTERIO G1 OXO(SHOWN) 90' CORNER DETAIL '0' ON SHEET 22 135' 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 = H H L&I G1 J1 p G1 0L JL_j G1 OH EXTERIOR J1 HO G1 OXXO 90' CORNER DETAIL '0' ON SHEET 22 XXXX(SIMILAR) 135' CORNER DETAIL 'P' ON SHEEP 22 OPTIONAL IN LIEU OF J1 tttlttl APPROVED CONFIGURATIONS Title: Drawn By: �,`• F a> /�, Aftimpact NON—POCKETED DOORS (NON—REINFORCED SHOWN) SEE SHEEP 13 FOR Dp AND REINFORCING OPTIONS SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows&Doors a t WPM BYRIN SER" ti rq . 1. Description: Date: C 'I DOORS AND WINDOWS.INC. 3780 W 104TH STREET - No. 58705 TWO (2) TRACKS R 5/22/19 HH'FL 33018 o — CONFIGURATIONS (305)593.85590 NOTE: Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLERr 1" �� 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070 TECHNOLOGY DRIVE . STATE ELF 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 ; (941)480-1600 `� ., C)i {w r� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Series/Model: Scale: Sheet: Drawing No. Rev: i t3' ,REGISTRATION#29296 // f A`L 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 7 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA WIDTH DOOR FRAME WIDTH DOOR FRAME W. DOOR FRAME WIDTH NON—REINF. INTERLOCKS I SEE CHART ON SHEET 13 Lu I� H ' ------ � I ci r o: oa O IU 0 rn Io o `` o 0 a a Ia a o M K1 0 Ju 0 O EXTERIOR K1 0 M LL L1 O EXTERIOR O L1 PX (SHOWN) PXX (SHOWN) XP XXP DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 99 AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 _ - ARE PRESENT. Lu M J1 FOR DOORS USING 90' & 135' CORNER STILES o o>r U I Y x( LIMIT MAX. DESIGN LOADS TO t60.0 PSF 0_ la al a a o M M NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. O EXTERIOR J1 Q 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. PXXP 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH NON—REINF. INTERLOCKS H H SEE CHART ON SHEET 13 uj Y U- I O�rl� 4:. I " 4 4 O� O OI of a a a a o M M O EXTERIOR O O O PXXXXP 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH DOOR FRAME WIDTH NON—REINF. INTERLOCKS r SEE CHART ON SHEET 13 = I H H w J �s CUP —I POCKETS ARE NOT PART OF THIS APPROVAL o l O K1 AND TO BE REVIEWED BY AHJ. IL a M EXTERIOR O OH K1 PXXXX (SHOWN) 90' CORNER DETAIL '0' ON SHEET 22 PXXXO 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 XXXXP Title: Drawn By: r xf jf{� Impact ReResistanto x x x P SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.1.) AGK Windows&Doors °' •' "sr� "g 'ems APPROVED CONFIGURATIONS WE S7RDNM- POCKETED DOORS (NON—REINFORCED SHOWN) Description: Date: CGI DOORS AND WINDOWS,INC. 3780 W 104TH STREET i'p, ?fF SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS HIALEAH,FL 33018 _ 5 — TWO (2) TRACKS CONFIGURATIONS 5/22/19 (305)593-6e90 a � • Revision: Rev. By. Rev. Date: PREPARED BY LYNN MILLER • . �� 1 1070 TECHNOLOGY DRIVE Tl ry NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 ", �a ul (941)480-1600 Series/Model: scale: Sheet: Drawing No. Rev. REGISTRATION#29296 °j iV SGD-150 LMI N.T.S. 8 OF 28 SGD150LM1-NOA A [!, A.LYNN MILLE�i,01. ` P.E.#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS DOOR FRAME WIDTH FRAME WIDTH WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 NOM. PANEL WIDTH NON-REINF. INTERLOCKS ARE PRESENT. 11 SEE CHART ON S ET 13 FOR DOORS USING 99 & 135' CORNER STILES r LIMIT MAX. DESIGN LOADS TO ±60.0 PSF = H @ � G H 0 -0 o- 0 0 0 L LL— 11 XXXX (SHOWN) OXXX XXXOX (REVERSE) G2 EXTERIOR Q 0 0 DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON ENEET 13 = H H J1 H H LL H o L2 0 XXXXXXXX (SHOWN) Ji OXXXXXXO Q 0 Q EXTERIOR Q J1 0 HQ HQ 0 90' CORNER DETAIL '0' ON SHEET 22 NOM. PANEL WIDTH 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 NOTE: APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �l}1lil?lii Title: Drawn By. Olmpact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows&Doors WPM STROW111- Description: Date: CGI DOORS AND WINDOWS,INC. ' 3780 W 104TH STREET 7()5 CONFIGURATIONS 5/22/19 305 59D Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLED 1070 TECHNOLOGY DRIVE ",A TF44) NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 (941)480-1600 �01 `•,` 3F Series/Model: Scale: Sheet: Drawing No. Rev: REGISTRATION#29296 SGD-150 LMI N.T.S. 9 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF DOOR FRAME WIDTH FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART 014 SHEET 13 = H J H L H H H H of o EG G 0 XXXXXXXX (SHOWN) — OXXXXXXO G2 0 0 EXTERIOR G2 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NOM. PANEL WIDTH = H J H S G L3 0 XXXXXXXO (SHOWN) OXXXXXXO © O � O OH EXTERIOR 0 L3 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. APPROVED CONFIGURATIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. NON—POCKETED DOORS (NON—REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Title: Drawn By: Aah Impact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows&Doors Description: Dote: CGI DOORS AND WINDOWS,INC. ` 3780 W 104TH STREET HIALEAH,FL 33018 58,7(j5 CONFIGURATIONS 5/22/19 (305)5936590 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE 7 24 1 �V :b " N.VENICE FL34275 - irf 'e�^ 1�`� ° NO CHANGES THIS SHEET AGK 7/21/20 .� (941)480-1600 Series/Model: Scale: Sheet: 7SGD150LMI-NOA No. Rev: ' REGISTRATION#29296 Pal ,`•° SGD-150 LMI N.T.S. 10 of 28 A r ;1. A.LYNN MILLEF ,`P. PE:#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES DOOR FRAME WIDTH LIMIT MAX. DESIGN LOADS TO ±60.0 PSF DOOR FRAME WIDTH NOM PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART ON S EET 13 FF x H L2 I� Y v H d 0 V C71-1 IO o H M a o PXXXX (SHOWN) MO XXXXP 0 EXTERIOR OH OL2 FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS DOOR FRAME WIDTH I 1 1SEE CHART ON SHEET 13 175 w I� 0 �I I � �` 00 a o o I M M LIL oI 1 J PXXXXXXXXP (SHOWN) ® OH QH Q 0 OH EXTERIOR 0 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS POCKETED DOORS (NON—REINFORCED SHOWN) NOTE: SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. t1013`•, 11 £, Title: Drawn By: Olmpact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK � Windows&Doors ` ' _ °. ( WEN STRONGER— Description: Date: CGI DOORS AND WINDOWS,INC. ` 3780 W 104TH STREET k `c�. �".'05 5/22/19 HIAIMAH,FL 33018 EXTRUSIONS, BOM (305)593-6590 �_ ~ Revision: Rev. By: Rev. Dat®: PREPARED BY LYNN MILLER1070 TECHNOLOGY DRIVE °�'� .Z.0 NO CHANGES THIS SHEET AGK 7/21/20 ,k`v �^ N.VENICE,FL 34275 (941)480-1600 �U r Series/Model: Scale: Sheet: Drawing No. Rev: �Sl REGISTRATION#29296 e SGD-150 LMI N.T.S. 11 OF 28 SGD150LMI-NOA A `e I I I I"% A.LYNN MILLER, .E. P.E.#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS jo DOOR FRAME WIDTH SEE CHART ON SHEET 13 H H H n. 10a- o M G o L PXXXXXXXX(SHOWN) O O HO 0 XXXXXXXXP EXTERIOR OH G2 J OXXXXXXXP POCKET CAVITY NOT BY CGI 90' CORNER DETAIL '0' ON SHEET 22 NOT PART OF THIS NOA 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEEP 13 DOOR FRAME WIDTH r wH H J H H Io ru IYsFoM All o ® O OHO O O EXTERIOR O OH L3 PXXXXXXXO(SHOWN) 90' CORNER DETAIL 'O' ON SHEET 22 APPROVED CONFIGURATIONS OPTIONAL J CORNER DETAIL ' ON SHEEP 22 OPTIONAL IN LIEU OF POCKETED DOORS (NON—REINFORCED SHOWN) NOTE: SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR 4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Title: Drawn By: ,°� i� 12( '✓✓Olmpaet Resistant � ,, �f ,. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows&Doors `.° ' � , j ✓ WE'RE PRONGE6" Description: Dote: CGI DOORS AND WINDOWS,INC. 3780 W 104TH STREET No, 58705 . HIALEAH,FL 33018 ; CONFIGURATIONS 5/22/19 (305)5838590 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVETT F + NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 �-, �, •,. ,:> .,,.,,, i ` "� �; (941)480-1600 °✓ C° (. _. 3I°. `° � � Series/Model: Scale: Sheet: Drawing No. Rev: f✓ �3/ REGISTRATION#29296 r/;r ' I I ��' , SGD-150 LMI N.T.S. 12 OF 28 SGD150LMI-NOA A li A.LYNN MILLER,P.E. P.E.#58705 DESIGN LOAD CAPACITY - PSF (GLASS) GLASS CAPACITY CHARTS GLASS TYPES GLASS TYPES 'A' & 'Al' 'B' & '1111' NOM. DOOR NUMBER OF INTERLOCKS INTERLOCKS PANEL WIDTH FRAME HWH7 PANELS W/O REM. WITH REINF. I INCHES INCHES ALL o EXT.(+) INT.(-) EXT.(+) INT.(-) 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 36-1/8 82 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH 48-1/8 10 60.0 60.0 80.0 80.0 2221 54-1/8 9 53.3 53.3 71.1 71.1 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH 36-1/8 84 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 48-1/8 10 60.0 60.0 80.0 80.0 54-1/8 9 53.3 53.3 71.1 71.1 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH 36-1/8 90 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 48-1/8 9 60.0 60.0 80.0 80.0 * 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 E8 E8.1 36-1/8 96 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 B0.0 48-1/8 9 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH GLASS TYPES 'A', `B', 'Al', APPLICABLE FBC EGRESS U) INTERLOCKS REQUIREMENTS TO BE 1 uO M ,n WITH REINF. REVIEWED BY AHJ. cv c*4 EXT.(+) INT.(-) 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 10 36-1/8 10 - - 60.0 60.0 SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS 42-1/8 102 10 - - 60.0 60.0 ABOVE +60.0 PSF ONLY. 48-1/8 10 - - 60.0 60.0 INTERLOCKS INTERLOCKS 54-1/8 9 - - 54.4 54.4 W/O REINF. WITH REINF. 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 NOTE: 36-1/8 108 10 - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE 42-1/8 10 - - 60.0 60.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 48-1/8 10 - - 60.0 60.0 AND FLORIDA BUILDING COMMISSION 53-1/8 9 - - 54.4 54.4 DECLARATORY STATEMENT DCA05-DEC-219 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 36-1/8 114 10 - - 60.0 60.0 42-1/8 10 - - 60.0 60.0 Title: Drawn By: Impact RBSIStBflit 48-1/8 9 - - 60.0 60.0t 24-1/6 10 - - 60.0 60.0 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows&Doors WEE STRONGER- 30-1/8 10 - - 60.0 60.0 Description: Date: CGI DOORS AND WINDOWS,INC. C ^>. 5`87 D 36-1/8 120 10 - - 60.0 60.0 3780 W 104TH STREET 42-1/8 10 - - so.o so.o GLASS CAPACITY CHARTS 5/22/19 305)593 s5�so18 vtFSm 48-1/8 9 - - 60.0 60.0 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 (941)480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: REGISTRATION#29296 SGD-150 LMI N.T.S. 13 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 3/16" ANN. GLASS 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS .075" 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 3/16" HEAT STREN'D GLASS 3/16" HEAT STREMD GLASS 3/16" HEAT STREN'D GLASS SILICONE SILICONE o a SILICONE SILICONE GE SCS 1200KING GE SCS 1200 ° w GE SCS 1200 GE SCS 1200 m DOW CORNING 791, m DOW CORNING 791, m DOW CORNING 791, m DOW CORNING 791, z 899, 983 & 995 z 899, 983 & 995 U) to g 899, 983 & 995 N 899, 983 & 995 M1 M1 XL EDGE SPACER �t 0 � c� _ � M1 S M1 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR M iff SETTING BLOCKS M ST. STEEL BY CARDINAL' DURASEAL BY 'QUANEX' AT 1/4 POINTS ON LITES OR OR WIDER THAN 36" DURASEAL BY 'QUANEX' Ri SETTING BLOCKS Q'i OR O AT 1/4 POINTS ON LITES O SUPER SPACER BY 'QUANEX' P' EPDM py SUPER SPACER BY 'QUANEX' r► " H O DUROMETER 85t5 O 16 WIDER THAN 36 ai H rr EPDM 1 SETTING BLOCKS 1 a W W 1 SETTING BLOCKS DUROMETER 85f5 AT 1/4 POINTS ALL SIZES TA (� i EPDM E E EPDM 4 POINTS ALL SIZES W W DUROMETER 85±5 W W DUROMETER 85±5 GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'Bl' 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS Title: Drawn By. Impact Resistant + � ° L :,/V SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows&Doors wee slxa�r '- Description: Date: CGI DOORS AND WINDOWS,INC. ¢, i'u y ° 3780 W 104TH STREET .` 8=U,a GLAZING DETAILS 5/22/19 (305)593-3-6t.33o19 �5) 8590 Revision: Rev. 8y: Rev. Date: PREPARED BY LYNN MILLER Zl b -' 1070 TECHNOLOGY DRIVE I , { f ADDED BACKBEDDINGS AGK 7/21/20 N.VENICE,FL34275 � (941)480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: 1 s` REGISTRATION#29296 / t° SGD-150 LMI N.T.S. 14 of 28 SGD150LM1-NOA A A.LYNN MILLER,P.E. P.E.#58705 DESIGN LOAD CAPACITY - PSF (ANCHORS) TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPICAL ANCHORS IN TYPICAL ANCHORS 1N CLUSTERS AT MTG. STILE CLUSTERS AT MTG. STILE ANCHORS ANCHORS TYPE 'A'- 1/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) & INTERLOCK ENDS, SEE 2BY WOOD OR & INTERLOCK ENDS, SEE (TYPE A. B & C) (TYPE B2) AT HEAD THRU 1BY BUCKS OR DIRECTLY INTO CONCRETE CHART FOR QUANTITIES-\ F STRUCTURE CHART FOR QUANTITIES CLUSTER AT CLUSTER AT OR EDGE DIST. 1 BY WOOD BUCKS STILE/INTERLOCK ENDS STILE/INTERLOCK ENDS JAMBS 1-1/4 MIN. EMBED INTO CONCRETE EDGE DIST. SEE NOTE SHEET 1 NOM DOOR 4 6 8 4 6 6 THRU 1BY BUCKS OR DIRECTLY INTO MASONRY 3 5/8" 3'5%�" ° PANEL WIDTH FRAME HEIGHT EXT4+)EXT.(+)EXT.(+) EXT.(+) EXL(+) EXT.(+) , 3 KSI " • INCHES INCHES INT.(-) INT.(- INT.(-) INT.(-) INT.(-) INT.(-) 1-1/4' MIN. EMBED MASONRY (® JAMBS) CONCRETE•• <e' ;,'a °'• + ° 24-1/8 80.0 - - 80.0 - - INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 30-1/8 80.0 - - 80.0 - - 1-1/2" MIN. PENETRATION INTO WOOD -� 36-1/8 80.0 - - 76.2 80.0 - 42-1/a 82 72.4 N1. - 6B.7 80.0 - TYPE 'A'- 1/4" KWIK-CON II+ BY 'HILTI'(Fu=138 KSI, Fy=137 KSI) 49-1/8 66.8 - 63.4 80.0 - AT HEAD, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c� 54-1/8 s2.a - 59.5 71.1 71.1 SILL & 1-3/8" MIN. PENETRATION INTO WOOD x 24-1/8 ao.0 - 80.0 - - JAMBS wANCHOR TYPE A mx s m30-1/a so.o - ao.o - - N ul ANCHOR TYPE A a f�TYPE B- 4" ULTRACON BY ELCO' (Fu=177 KSI, F =155 KSI) INTO 2BY WOOD BUCKS 3s-1/e 75.5 - 71.6 80.0 - y- a THRU 1BY WOOD BUCKS a 42-1/8 67.8 80.0 - 64.3 80.0 - 84 AT HEAD THRU 1 BY BUCKS OR DIRECTLY INTO CONCRETE OR WOOD STRUCTURES INTO 3 KSI CONCRETE 48-1/8 62.3 80.0 - 59.1 80.0 80.0 JAMBS 2" MIN. EMBED INTO CONCRETE (® HEAD) 54-1/8 58.4 71.1 71.1 55.3 71.1 71.1 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY (® JAMBS) 24-1/B -80.0 -_ 80.0 - - 30-1/8 80.0 S - 80.6 a- - 1/4" ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) TYPICAL ANCHORS IN 36-1/8 90 69.2 80.0 - 65.6 80.0 - THRU 1BY BUCKS OR DIRECTLY INTO CONCRETE CLUSTERS AT MTG. STILE METAL STRUCTURES & INTERLOCK ENDS, SEE TYPICAL ANCHORS IN SEE SPEC BELOW 48-1/8 56.7 80.0 80.0 53.7 80.0 80.0 1-3/4„ MIN. EMBED INTO CONCRETE CHART FOR QUANTITIES CLUSTERS AT MTG. STILE 24-1/8 80.0 - - 80.0 - - 1-1/4 MIN. EMBED INTO CONCRETE OR MASONRY (® JAMBS) & INTERLOCK ENDS, SEE 3o-1/a 73.a so.o - 69.9 80.0 - CHART FOR QUANTITIES TYPE 'C'- 1/4 DIA. SELF DRILLING SCREWS (GRADE 5 CRS) EDGE'&T. °3 ,5/8" •GONCIRETE EDGE 3 5/8" 36-1/8 96 63.9 80.0 - 60.6 80.0 - AT HEAD ' ;� ' 42-1/8 57.0 80.0 80.0 54.0 80.0 80.0 OR INTO MIAMI-DADE COUNTY APPROVED MULLIONS :: DIST. 46-1/8 51.0 7- 80.0 60.3 73s 6- JAMBS INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 24-1/6 so.o - - so.o - - w (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 30-1/8 60.0 - - 60.0 - - -j Z Z 36-1/8 59.3 60.0 60.0 56.2 60.0 60.0 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 102 a STEEL: 1/8" THK. MIN. (Fy = 36 KS1 MIN.) W d W 6� 42-1/8 52.7 60.0 60.0 50.0 60.0 60.0 w 48-1/8 47.9 60.0 60.0 45.5 60.0 60.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR TYPE B N m N ANCHOR TYPE C :t o N 54-1/8 44.3 54.4 54.4 42.0 54.4 54.4 N DIRECTLY INTO 3 KS1 CONCRETE o INTO METAL STRUCTURES o 24-1/8 60.0 - - 60.0 - - P TYPE 'B2'- B2- 1/4' DIA. ULTRACON BY ELCO (Fu=177 KSI, Fy=155 KSI) OR APPROVED MULLIONS J 30-1/8 60.0 - - 80.0 - - = AT SELL 1/4" DIA, ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) POURED & HARDENED, NON-METALIC, 36-1/8 108 55.3 60.0 60.0 52.5 60.0 60.0 o DIRECTLY INTO CONCRETE NON-SHRINKAGE HIGH-STRENGTH GROUT; 42-1/8 49.1 60.0 60.0 46.6 60.0 60.0 a „ , SILL RISERS 48-1/8 44.5 60.0 60.0 42.2 60.0 60.0 U, 1-3/4 MIN. EMBED INTO CONCRETE f c = 5000 PSI MIN. z SEE SHEETS 14, 15, 17 & 54-1/8 41.6 54.4 54.4 39.4 54.4 54.4 0 /4" KWIK-CON II+ BY 'HILTI'(Fu=138 KSI, Fy=137 KSI) NOT BY CGI; MUST TRANSFER SHEAR 18 FOR OPTIONAL SILL DETAILS 24-1/8 60.0 - - 60.0 - - 3 LOADS TO STRUCTURE m= AND SHEET 13 FOR CAPACITY INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d rn 30-1/8 60.0 - - 57.2 60.0 60.0 Z w 1-3/8" MIN. PENETRATION INTO WOOD qo 36-1/8 114 51.9 60.0 60.0 1 49.2 60.0 60.0 W 42-1/8 45.9 60.0 60.0 43.6 60.0 1 60.0 m DEWALT ULTRACON+ AND HILTI KWIK-CON 11+ .... . TYPICAL ANCHORS 48-1/8 41.5 60.0 60.0 39.4 59.1 so.o Z ANCHORS LIMITED TO A MAX. SHIM SPACE OF 1/4". „,, ,, c IN CLUSTERS 24-1/8 60.0 - - 60.0 - - o a.'.:. '' AT MTG. STILE T 3 5/8" 30-1/B 56.9 60.0 60.0 54.0 60.0 60.0 g G & INTERLOCK ENDS 36-1/8 120 48.8 60.0 60.0 46.3 60.0 60.0 a .. .'" :a. SEE CHART It ANCHOR EDGE DISTANCESFOR QUANTITIES 42-1/8 43.1 so.O so.o 40.9 60.0 60.0 INTO CONCRETE OR MASONRY = 2-1/2" MIN. T.-n- 3 5/$48-1/8 38.9 58.4 60.0 36.9 55.4 60.0 ? EDGE DIST. I INTO WOOD STRUCTURE = 1" MIN. ANCHOR TYPE A NOTE: INTO METAL STRUCTURE = 3/4" MIN. ANCHOR TYPE B2 INTO 2BY WOOD BUCKS ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN WOOD AT HEAD OR JAMBS SG = 0.55 MIN. DIRECTLY INTO 3 KSI CONCRETE OR WOOD STRUCITIJRESI t 1 1//�! CONJUNCTION WITH GLASS CHARTS ON SHEET 13 LOWER CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 11 C-90 HOLLOW FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Title: Drawn By: Impact Resistant L APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO / d ��' �C� ..•••••••.• / ii ndows&Doors APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Wi1 STROH - FOLLOWING SHEETS FOR DETAILS. CGI DOORS AND W►NDOWS,INC. - -_ Description: Date: N0. 58705 LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES HIALLEAAH,F�18E� � � ' � - LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. ANCHOR LOAD CHART/ANCHOR DETAILS 5/22/19 (305)593.6590 LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. PREPARED BY LYNN MILLER -7 �n Revision: Rev. By: Rev. Date: 1070 TECHNOLOGY DRIVE Q S ATE F t� N.VENICE,FL 34275 i fi ti ADDED ANCHORS AND RE-FORMATTED SHEET AGK 7/21/20 EORIt� . ' N WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO ` (941)480-1600 i �'' •••• lC? z MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH Series/Model: Scale: Sheet: Drawing No. Rev: �lS, A` 9 °'� TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. i� SGD-150 LMI N.T.S. 15 of 28 SGD150LM1-NOA A REGISTRATION#29296 �/11 j 11110 A.LYNN MILLER,P.E. P.E.#58705 SEE SHEET 15 FOR ANCHORS / A EDGE DIST. 3 5/8" EDGE EDGE DIST. 3 5/8" EDGE DIST. 3 5/8" DIST.., °• cn •d °a ° e a •• s ♦ i s ♦ WEEP SIZE 1/4" X 1/ N8" \ Q .d dt • •• d ' <d, • •• d Ada • °• ' rINSTALI EFER TO SHEET 15 FOR VARIOUS ATION CONDITIONS. Lwj W 14- OPTIONAL SLANT SILL ADAPTORS O 1 M11 O 1 O 1 E7 I IT DECORATIVE E I ( SILL COVER OPTIONAL = O W H 1 w a. W J Z 0 r, O YY O SILL RISER POURED & HARDENED E8.1 READ. FOR LOADS HIGH STRENGTH GROUT ABOVE +60 PSF NON—SHRINK, NON—METALLIC SILL RISER f'c = 5000 PSI MIN. E8 REQD. FOR LOADS MOUSTBTRANS ER CGI D HEAR OWS ® ® ® ABOVE +60 PSF E7 LOADS TO STRUCTURE 1 FN 13 1 00 O w E11 _ ♦ ♦ . .. .. •. • ................... . .. ... ...... ... . .. ..... ... .... ................ .. .. .... ...................... ....... d ...... . d .. ... ............... .. .. .. .. ... ... .. .. .. 1 \ Q °•" .e ♦ ,� •C•♦ m °, .Y ° ' cd 3 KSI CONC. °." •: ° �„ a•♦ 3 KSI CONC. EDGE"DIST. ' e : 3 5, ° w EDGE"DIST. e ; 3 5/18- ° EDGE DIST. ' ' e : 3 5 ° SEE SHEET 15 FOR ANCHORS Title: Drawn By: "kEif Aah Impact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows&Doors THREE (3 TRACK DOOR DETAILS Description: Date: DOORS AND WINDOWS,INC. cG 378 IN 5 3780 104TH STREET � No •�:�I�1! HWEAH,FL 3—TRACK DOOR DETAILS 5/22/19 (305)593-6M 18 4 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE '. T"TI- ok- ! NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 : ' °•, � <,` Series Modei: Scale: Sheet: DrawingNo. Rev: REGISTRATION#29296 ",, \�; f(, t � SGD-150 LMI N.T.S. 16 of 28 SGD150LMI-NOA A � �r i I s I�'`� 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 CHART ONO CO LOAD BEARING SHIM M15A 1 SHEET 13 FOR CAPACITY E5 10 1 w tu- Z N�N -- o w U O m e s} a O O O M14A M16A o 'a w • w e mwr- E27 10 E4 1 D.L.O. D.L. OPG. 1 EXTERIOR NOM. PANEL WIDTH 1 PANEL WIDTH LOCK STILE INTERLOCK INTERLOCK ASTRAGAL (REINFORCED) DOOR FRAME WIDTH (REINFORCED) #10 X 1-1/4" SS PH SMS 1X6 OR LARGER 1 PER CLIP 3 PER PANEL WOOD BUCKS N AT 18" FROM EACH END M2 1/4" MAX. O M2 AND AT MIDSPAN LOAD BEARING O #8 X 3/4 SS FH SM5 METAL PANEL WIDTH L 1 PER CLIP SHIM STRUCTURE 1/2" MAX. LOAD BEARING 1/2" MAX. DL O SHIM . . LOAD BEARING TYPICAL ANCHORS SHIM r N, % x I SEE ELEV. z FOR SPACING .z• o TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS FOR SPACING SEE ELEV. FOR SPACING M z e. 0 W DOOR FRAME WIDTH _I FIXED PANEL EXT W s . Title: Drawn By: Impact Resistam �'` `'' 'r'u`,`f oW `�. a .•' ,:....... sue"• .', o SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK �� ,°,• t ;'x; ,°.'x (OWFIESTRONGER %, w P Date: CGI DOORS AND WINDOWS,INC. 5 )3 EXTERIOR Description: g - ' 3780 w 1 oaTH STREET DOOR FRAME WIDTH ° 5/22/19 HIALAH E ,FL=19 3-TRACK DOOR DETAILS (305)593-6590 DOOR FRAME WIDTH PREPARED BY LYNN MILLER 2X6 OR LARGER WOOD BUCK Revision: Rev. By: Rev. Date: OR 1070 TECHNOLOGY DRIVE { FIB WOOD STRUCTURE NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL34275 % c, (941)480-1600 THREE (3) TRACK DOOR DETAILS Series/Model: Scale: Sheet. Drawing No. Rev. ✓,J � ` 1 ,� REGISTRATION#29296 A { 'I SGD-150 LMI N.T.S. 17 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS EDGE DIST. 1 3/4" EDGE DIST. 1 3/4" WEEP SIZE 1/4" m= a; 3 KSI CONC. m= n; 3 KSI CONC. REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS O O � J J E3 J M11 10 OPTIONAL SLANT SILL ADAPTORS 1 A l 2 E2s C 1 DECORATIVE 2 SILL COVER ® OPTIONAL 1 X F w O w � Lu = o W W o = z 0 Lu 0 z a W a II o Q W II POURED & HARDENED 115 HIGH STRENGTH GROUT SILL RISER NON—SHRINK, NON—METALLIC SILL RISER ES READ FOR LOADS E8.1 OPTIONAL FOR LOADS Vc = 5000 PSI MIN. ABOV +60 PSF BOVE +60 PSF NOT BY CGI WINDOWS M3 MUST TRANSFER SHEAR VLOADS TO STRUCTURE O W E1 LO� _ 2 N J J N a ... ..... ..... I .e..o.: . a. .e.............. ... ... ...... .. ........ .......... .. ... .... ..... G ... .. ... . . ... .. ... . ..... . ....... �. :. ;. .. a. ;;Q .d a , •a am 3 KSI CONC. \ 6' "` °e'; .s ° aa. 3 KSI CONC. EDGE DIST. �/4" w EDGE DIST. 1•�/4" SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS TWO (2) TRACK DOOR DETAILS Title: Drawn By: l ,g (W Impact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows&Doors TAI RESTR4NGE — Description: Date: CGI DOORS AND WINDOWS,INC. J P � 3780 W 104TH STREET 2-TRACK DOOR DETAILS 5/22/19 (305)5 H,iR.3301a 305)593-6590 - -,a !Jl ) . Revision: Rev. PREPARED BY LYNN MILLER 7 �) oC o By: Rev. Date: 1070 TECHNOLOGY DRIVE SMITE ,tF ��fi� . NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 (941)480-1600 % ••..• ° e, Series/Model: Scale: Sheet: Drawing No. Rev: f p 1Vj'L 4 REGISTRATION#29296 f F i i 7 t ieI SGD150A N.T.S. 18 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. PANEL WIDTH LOAD BEARING #10 X 1-1/4" SS PH SMS 1 PANEL WIDTH SHIM Ci 1 1 PER CLIP OH D.L.O. J 1 M2 #8 X 3/4" SS FH SMS D.L.O. Li 1 PER CLIP 1 E5 � z z V. __. a v O O M • 25 a W p w z1BY INTERLOCK ASTRAGAE2 FIXED PANEL D.L.O. (REINFORCED) EXTERIOR NOM. PANEL WIDTHDOOR FRAME WIDTHw WOOD BUCKS L 1 SEE NOTE SHEET 1 z N #10 X 1-1/4" SS PH SMS 1/4" MAX. 0 0< 1 PER CLIP LOAD BEARING 1/2" MAX. SHIM METAL LOAD BEARING TYPICAL ANCHORS g X 3 4" SS FH SMS STRUCTURE 1/2" MAX, SHIM e -'FOR SPACING SEE ELEV. # / 1 PER CLIP LOAD BEARING K 1 ° SHIM PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 D.L.O. ••• TYPICAL ANC RS .� s SEE EL FOR SPACI Gtj s o W I;. e• Ld EXT. w o. w EXTERIOR ;•. DOOR FRAME WIDTH _ O DOOR FRAME WIDTH w E27 FIXED PANEL EXT. TWO (2) TRACK DOOR DETAILS Title: Drown By: impact Resistant F T DOOR FRAME WIDTHAft SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows&Doors Ou-- s,' wIMsraataexw � �,.• •.,., �. 2BY WOOD BUCK Description: Dote: CGI DOORS AND WINDOWS,INC. . N . 5,8705 OR - WOOD STRUCTURE HIAL w 1,FL 33018 srREer SEE NOTE SHEET 1 2-TRACK DOOR DETAILS 5/22/19 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 '' , t .• , ti (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 SEE SHEET 15 FOR ANCHORS X z EDGE DIST. 3 5/8" EDGE < DIST. EDGE DIST. 3 5�8" EDGE DIST. 3 5�8" REFER TO SHEET 15 FOR VARIOUS N m t=i) :a • , a °: :a < a• < •d v e' • . °• %a a' a INSTALLATION CONDITIONS. \ p a, . da da a e• d da a a O LUJI � J 2 WEEP SIZE 1/4" X O 1 M11 O 1 O 1 E7 ® ® QD OPTIONAL SLANT SILL ADAPTORS DECORATIVE O SILL COVER _ OPTIONAL EWE W = W 1 d 0 0 •) I •I I •I •I p •I I .I I .I SILL RISER POURED & HARDENED E8.1 REQD. FOR LOADS HIGH STRENGTH GROUT ABOVE +60 PSF NON—SHRINK, NON—METALLICPIN I SILL RISER f'c = 5000 PSI MIN. E8 REQD. FOR LOADS NOT MUST BTRANS ER CGI D HEAR OWS ABOVE +60 PSF E7 LOADS TO STRUCTURE 1 O O ® ® O ® ® ® 1 2 13 1 ao \Z W g LOB = N N \ \ Q . . . .. . ° . .... ... N �,d .. °. .: .. .. .. . . .: .. .. ....... .6W a: e. al. •x ,r' •4 m A. 3 KSI CONC. ":' . •a /�" 3 KSI CONC. EDGE DIST. a : 3 5/�• • w EDGE DIST. a , 3 5/�p EDGE DIST. a , 3 5 Si4317i1 1 Af SEE SHEET 15 FOR ANCHORS FOUR (4) TRACK DOOR DETAILS Title: Drown ey: impact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows&Doors VIPM STRONGER- 4 Description: Date: CGI DOORS AND WINDOWS,INC. N o. 8 c 3780 W 104TH STREET 4-TRACK DOOR DETAILS 5/22/19 (305)5HME H,t133o18 305)593.8590 PREPARED BY LYNN MILLER x 1 0 i 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: REGISTRATION#29296 SGD-150 LMI N.T.S. 20 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH 1/2" MAX' G 2 E6 LOAD BEARING SHIM M15A 1 D.L.O. Li • •v W r W Z. U r OU .a L2 1/2" MAX. 00 LOAD BEARING #10 X 1-1/4" SS PH SMS i v♦ 1 1 1 O SHIM > 1 PER CLIP N � 0 3 PER PANEL M14A M16A o o TYPICAL ANCHORS AT 18" FROM EACH END M2 SEE ELEV. AND AT MIDSPAN 1/4" MAX. ° FOR SPACING #8 X 3/4" SS FH SMS LOAD BEARING 1 PER CLIP SHIM METAL 0 1/4" MAX. STRUCTURE d � LOAD BEARING METAL W L3 SHIM STRUCTURE TYPICAL ANCHORS SEE ELEV. E27 FOR SPACING EXTERIOR Ln TYPICAL ANCHORS ° •° N SEE ELEV. 3 DOOR FRAME WIDTH ' FOR SPACING 1X8 OR LARGER WOOD BUCKS U) 1/2" MAX. o N e LOAD BEARING t. • , •�. co SHIM LO �• w N P ` 6 ' EXTERIOR TYPICAL ANCHORS SEE ELEV. w FOR SPACING DOOR FRAME WIDTH w LLJ 0 EXTERIOR 0 w 00 EXTERIOR DOOR FRAME WIDTH 11-1 LO N N title: Drawn By: I w Impact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows&Doors ° N WESEsmosaER- CGI DOORS AND WINDOWS,INC. Description: Date: 3780 W 104TH STREET a} No,No,4-TRACK DOOR DETAILS 5/22/19 (sos)ss3rso78 LL 2X8 OR LARGER WOOD BUCK FOUR (4) TRACK DOOR DETAILS PREPARED BY LYNN MILLER W a OR AGK 7/21/20 Revision: Rev. By: Rev. Date: 1070 TECHNOLOGY DRIVE WOOD STRUCTURE NO CHANGES THIS SHEET `'`" •��i" N.VENICE,FL 34275 (941)480-1600 Series/Model: Scale. Sheet: Drawing No. Rev: k REGISTRATION#29296 f tC ��aA a SGD-150 LMI N.T.S. 21 OF 28 SGD150LMI-NOA A / A.LYNN MILLER(P.E p.E.#58705 #10-16 X 1/2" HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" O.C. O90' CORNER O 135' CORNER o 0 #10-24 X 1/2" 10-24 X 1/2" = f II II FH THREAD CUTTING SCREWS FH THREAD CUTTING SCREWS 3 1 ~ o AT 6" FROM ENDS & 12" O.C. AT 6" FROM ENDS & 12" O.C. 0 3 J = W 0 3 WApr— 1111 E32 O 2 0 0 3 p-CZ' QP O� F E31 p0 EXTERIOR D.L. OPG. EXTERIOR PANEL WIDTH PANEL WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH #10-16 X 1/2" DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" O.C. 1 3/4" 3 5/8" 3 5/8" (4) ANCHORS ,'sts ,y�� �j0\ (4) ANCHORS 6" .46 6 6" 8" (6) ANCHORS (6) ANCHORS 1I6 3 --t II6" 3" k8r n' —�I --i 6" 3" 6" 3 8" 3 (8) ANCHORS �A, (8) ANCHORS 6 3 6 3 g" 3„ 3" 8" Title: Drawn By: Impad Resment , t SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows&Doors b `, WPM STrMBEN,• TWO (2) TRACK THREE (,3) TRACK FOUR (4)TRACK TWO (2) TRACK THREE (3) TRACK FOUR (4) TRACK Description: Date: CGI DOORS AND WINDOWS,INC. •'f 3780 W 104TH STREET a No _t MEM,FL CORNER DETAILS 5/22/19 (305)5 5590W78 _. PREPARED BY LYNN MILLER i Revision: Rev. By. Rev. Date: 'q ,Z++ 2 la: 1070 TECHNOLOGY DRIVE 1 .• NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 ` : tiiE < - (941)480-1600 G # Series/Model: Scale: Sheet: Drawing No. Rev: REGISTRATION#29296 r4VAL SGD-150 LMI N.T.S. 22 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 TYPICAL ANCHORS TYPE A, B OR C AT 6" FROM ENDS AND 9" O.C. INTO WOOD/CONC./METAL 1-1/8" MIN. 6" O.C. INTO BLOCK ONLY 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 :_ WOOD METAL m _ z U mx �r N ® \ 0 o EXTERIOR J ® ° [A TYPICAL AT PANEL 4 CORNERS POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ DOOR FRAME WIDTH 2 NOM. PANEL WIDTH ion O O O O O O O O O O O CO) 2 2 EXTERIOR Title: Drawn By: �.'� du Impact Reslstant - SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows&Doors MIERE STROMIMI— a` w� Description: Date: CGI DOORS AND WINDOWS,INC. Nab 05 3780 W 104TH STREET w DETAILS 5/22/19 (305)593 580W18 Revision: Rev. PREPARED BY LYNN MILLER „, S 2 - By: Rev. Date: g) T 1070 TECHNOLOGY DRIVE rr 3 NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL34275 .° (941)480-1600 Series/Model• Scale: Sheet: Drawing No. Rev: , ? REGISTRATION#29296 SGD-150 LMI N.T.S. 23 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 CODE PART No. DESCRIPTION MATERIAL 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 — E25 CGI-184 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063—T6 CGI EXTRUDER — TWO POINT LOCK BY 'SULLIVAN' OR `INTERLOCK' LOCATED AT 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. n, 3780 W 104TH STREET BILL OF MATERIALS 5/22/19 ��5)533o1a •` i c , ; Revision: Rev. By. Rev. Date: PREPARED BY LYNN MILLER `n 1070 TECHNOLOGY DRIVE rb 7 Z� 2 U NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL34275 i (941)480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: REGISTRATION#29296 SGD-150 LMI N.T.S. 24 OF 28 SGD15OLM1-NOA A r=' ` . A.LYNN MILL`E0 PiE.i t PEE.#58705 4.735 7 � 5.921 -�j 1.340r I -I r•675 -1r.120 I 1.340 070 70 I _ .860 .847MI 1.250 .847 .99�5R .050 .98 5 .995 L. 050 .9775 1.250 T- r 3.255 1.184 - 1.184 t� 3.255 4.250 4.250 E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) 070 LD @ GLAZING BEAD GLAZING BEAD 070 LAM. GLASS INSUL. LAM. GLASS 995 .995 .075 .075 1.508 � 1.186 070 2.600 070 2.600 E7 TOP/BOTTOM HORIZ TOP/BOTTOM HORIZ (OPTIONAL) 640 753 3.000 .725 .065 �664 1 5� 060 1,g31 3.000 5� 01 4.735 -�I .070 •995 1.125 .070 5.921 � .156 1.490 1.415 M2 FIX. PANEL CLIP 1.490 1.415 E1 FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) 3.000 .120 1 3.750 3.750 2.005 ® 2.005 2.755 EXTERIOR INTERLOCK (OPTIONAL) .155 .125 E6 .070 1.366 2 MAIN STILE .695 3.750 ® MAIN STILE (OPTIONAL) 2.755 .070 � 3.000 265 125 3.000 1.610 1.870 .995 .095 .095 3.510 E8 3.572 SILL RISER (OPTIONAL) 1.610 1.870 1.600 1.870 .070 1.770 .060 1.415 1.770 .060 1.415 3.188 L dL 3.572 LA2.005A 1.255 2.005 .070- - .070 2. 005 1.625 2.005 E5 INTERIOR INTERLOCK .582 1 1.255 INTERIOR INTERLOCK (OPTIONAL) 1.186 OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE '995 2.120 2.005 E14 �1.8251 F.1 INTERIOR TRACK ASTRAGAL .060 1.501 1.831 POCKET HOOK (OPTIONAL) 3.750 125 1.310 1 .155 56 INTERLOCK REINFORCING L,3.000_�j E4 EXTERIOR INTERLOCK 070 572 0:i41.< =i=rtB., 3.510 .625 Title: Drown By. r-% .741 OImpact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows&Doors L .870 1.600 tYeISTRONGER" i(: r y 1.920 2.591 Description: Date: CGI DOORS AND WINDOWS,INC. 2.670 3.341 3780 W 104TH STREET - 062 EXTRUSIONS 5/22/19 (305)5HW.E 3-6590 018 A 2.005 J Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER ° 1070 TECHNOLOGY DRIVE A ° NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL34275 F�-.625 (941)480-1600 h ° F23 ® 625 SerieslModel: Scale: Sheet: Drawing No. Rev: SILL COVER(OPTIONAL) REGISTRATION#29296 OUTER TRACK ASTRAGAL (OPTIONAL) E8.1 SGD-150 LMI N.T.S. 25 OF 28 SGD150LMI-NOA A SILL RISER (OPTIONAL) A.LYNN MILLER,P.E. P.E.#58705 1.886 -�{ 1.375 -1 �.510 125 1.615 2.270 ��.060 128 1Fr] .886 .128 .128 .260 190 1.650 -�I L.640 .125 3.528 ® FRAME HEAD COVER 1.886 .125 1.485 4.765 .065 .774 .190 .774 .190 1.330 .080 1.621 .640 2.412J L1.520 E 886 1.347 .344- .060 2.581 -�1 1-.625 ® FRAME SILL COVER E31 FEMALE CORNER ADAPTOR (90-) E32 FEMALE CORNER ADAPTOR (135-) E33 MALE CORNER ADAPTOR E2 FRAME JAMB (Z TRACK) .243-�I �j 1.375 r 1.791 .060 - 1.620 T=F--d ri j © FRAME JAMB COVER 5.951 .080 1.620 .725 d .065 � �I .125 .545 T 090-�i 1.620 1.50� .065 .625 .664� FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP Title: Drawn By: Impact Resisihant t ``' r d, Af�\ 4 �y r SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK tP ors)Wlndows&Do wee STm=m- t:: Description: Date: CGI DOORS AND WINDOWS,INC. 3780 W 104TH STREET N u.wz FL EXTRUSIONS 5/22/19 ��5)5 18 a� Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER 7� �2 O 1070 TECHNOLOGY DRIVE '. ` �b y NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 -1600 (941)480 Series/Model: Scale: Sheet: Drawing No. Rev. SGD-150 LMI N.T.S. 26 OF 28 SGD150LMI-NOA A REGISTRATION#29296 i rt � A.LYNN MILLER,P.E. P.E.#58705 7.750 —.080 rL S2 i 925 j=.857 1.250 AA E26 FRAME HEAD (4 TRACK) .080 1 2.600 .753 7.730 F29 FRAME SILL (4 TRACK) FRAME TOP CORNE 1.375 4 TRACK SHOWN 1.620 1.620 7.750 S2 1.620 .080 .095 1.620 —�I F —.625 E3o FRAME JAMB (4 TRACK) Z Title: Drawn By: Impact Resistant r r SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows&Doors vim snmmm— Description: Date: CGI DOORS AND WINDOWS,INC. "1 3780 W 104TH STREET t , r i/ INSTALLATION DETAILS, EXTRUSIONS 5/22/19 HIALEAH,FL33018 (305)59M590 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER NO CHANGES THIS SHEET AGK 7/21/20 N.V TECHNOLOGY DRIVE ` N.VENICE,FL 34275 `" °°``., '• .,,`,r `- (941)480-1600 4 ' u' FRAME BOTTOM CORNER Series/Model: Scale: Sheet: Drawing No. Rev: " 4 TRACK SHOWN REGISTRATION#29296 SGD-150 LMI N.T.S. 27 OF 28 SGD150LMI-NOA A r 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 + 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