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HomeMy WebLinkAboutCremins FL NOA 19060303HAWDADE MIAMI-DARE 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. 103rd Street Hialeah, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. SGD150LMI-NOA Rev O (former W10-31 Rev O), titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by manufacturer, dated 05/22/19, signed and sealed on 05/23/19 by Lyn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/ corners, see limitation note 4, below. 3. Max shim not to exceed lh" at Head/jambs & ''/z" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into cone. 4. Units containing 90' & 1350 exterior corners must be limited to Max Dp= +/-60 PSF. See sheet 22 for anchor layout, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 174218.20 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18, 2019 Page 1 NOTICE OF ACCEPTAN(.E: 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. Be 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. D8502.0145048, 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 & -W4, 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 Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18 , 2019 E-1 c 1►I l # ' � _ s ►1717�Z�7:7►�`1►CM NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL40804208-090, 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—00733.03-45048, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #134121.08 /412-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5th Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 154201.11 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 Sth Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 245 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18, 2019 E-2 1' 11 111 i 1 111r� 1�4I' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER l . 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 # 134098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 114225 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 074 9- 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 E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS l . Letter of conformance to FBC 2017 (6th edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA # 17-1011.18, expiring 09/22/2020. 3. New Evidence submitted 1. Drawing No. SGD150LMI-NOA Rev O (former W10-31 Rev O), titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by manufacturer, dated 05/22/19, signed and sealed on 05/23/19 by Lyn Miller, P. E. (Note: This revision consist of Successor Engineer adopting another Engineer work as his own and addition of Dow 983 silicone) Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18, 2019 E-3 CGI WINDOWS and DOORS INC. NOTICE "r 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. 1&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. 154201.11 issued Eastman Chemical Company (MA) (Former Solutia Inc.) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 19A305.02 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 6t'' Edition (2017), dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 23, 2019, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Test Proposal No. 19-0219 issued by the Product Control Section, dated March 13, 2019, signed by Ishaq Chanda, P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15- 27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated May 22, 2019, signed and sealed by A. Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.20, expiring 09/22/2020. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22, 2020 Approval Date: July 18, 2019 E-4 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LAMINATED GLASS AND INSTRUCTIONS: LAMINATED INSULATING GLASS SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR USE CHARTS AS FOLLOWS, LARGE/SMALL MISSILE IMPACT DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG, HEIGHT, WIND ZONE MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS, USING APPLICABLE ASCE 7 STANDARD, STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED FOR THE GLASS TYPE AND REINFORCING TO USE. BY BUILDING OFFICIAL. STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED aviding Code THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE IN STEP 1 ABOVE. 11 —co03®b3 Areft1taser N REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA to 2 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BEPftdw 4. 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. �IIIII A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, Title: Drawn By: `o�� LYNN ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Resistant \�` ,`� \`.'• • " • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ®Impact Windows & Doors , ' \,\CEN3F COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Description: Date: WE'RE STRONGER'" �. REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 5/22/19 3760 W. 104th Street, Hialeah, FL 3307E No. 58705 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION COVER, INSTRUCTIONS Tel: 305,593,6590 1 Fa:: 305.593,6592 _ FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR �A WATER INFILTRATION RESISTANCE ETC, ORIGINAL ISSUE N. VENICE, FL 34275 �®�'•MATE ��\ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, (941) 480-1600 �S' .�<ORIOP • AND TO BE REVIEWED BY BUILDING OFFICIAL. Series/Model: Scale: Sheet: Drawing No. Rev: �\��� COPYRIGHT© 2019 /®NAL CGI WINDOWS & DOORS / 'E \�\` SGD-150 LMI N.T.S. 1 OF 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED /III I 1 \ \ CERT. OF AUTH. #29296 A. LYNN MILLER, P P.E.# 58705 6" 3" (8) ANCHORS �P SHOWN -CLUSTER 14" 00 3 TRACK ? MAX, HEAD ANCHORS 282 13/16" MAX, M DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. 48 1 /8" ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 NOM, PANEL WIDTH AT 3" O.C. 6" MAX. 1 13/16 SEE CHART ON SHEET 15 HEAD/SILL < MIN. FALSE MUNTIN OPTIONAL q C E FOR CAPACITY CORNERS CD I X REINFORCING I AT INTERLOCKS I 71- I OPTIONAL iO Q G I I H ,. Fi i SEE SHEET 13 M II FOR CAPACITY (D Q 1f2 1 /8" /� I F _ OP(#1I 42 1/8" 1 X w = `D = 0 CO II.L. 2 POINT SINGLE LOCK D.L. OPG. J a (j CO Q w M z o II II ' SEE SHEET 24 i• i. /. Z I J a = FOR DESCRIPTION /� /� /� I X X o O O W o 11 �/ II �/ �/ �/ �/ V) I Q U Q = z = i o Y - / o a Ii iI Q i \ 00 O I I Ij a ;I a a a Orl m p J 1 p m Q ---I�--�I--- a a F- Q a 1 ---�1-=--7i--- EL � I I I I--w1 i Did-Q li i1 W Zw I Ij rtl I d'QU Ym 1 B D F a0 I I low v� `�_,�/ `�_.��`� -�� POCKET J MB x � SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE 48 1 /8" (SEE SHEET 6, 8, 1 1 2z 6 ANCHORS () ENDS INTO CONC. AT 3" O,C, SEE CHART ON SHEET Wi PANEL WIDTH 48 1/8" & 12 & DETAIL M ON DA , � p CLUSTER SHOWN 15 FOR CAPACITY PANEL WIDTH SHEET 23) POCKET -_\ JAMB ANCHORS 3 TRACK (SEE SHEET 23 FOR MODUC f JAMB ANCHORS � TYP. INSTALLATION) pj 14 code 6„ � z_ -� MAX. 3,. 3 TRACK to !� -� €€ � �� ®� LO B D F ILL ANCHORS � to , zo LS 2 �` 3 (1) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (1) WEEP CLUSTER Title: Drawn By: �� IN ' V SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I.) AGK (DDAA Impact Resistant a AAA ��\ N� ''`�cENsAIDA ' jf 46�° ®Windows &Doors •' �'.AAA TYPICAL ELEVATION Description: Date: WE'RE STRONGER•" _1AD No.58705 _ AD' TESTED UNIT ELEVATION 5/22/19 W. Street, Hialeah, = Tel: Tel: 305.593.6590 593.6 I Fax: 305.593.6592 59 .6592 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE �\ % C� SATE D.L. OPENING F D.L.O HEIGHT = DOOR FRAME HEIGHT - 9 11/16" ORIGINAL ISSUE FL 34275 V) ��' '� °' . F %� •. Z ORIDP`,•'• D.L.O. WIDTH = NOM, PANEL WIDTH - 6" (941) (9 480-1600 480-1 / SS ��C7�� // 'ON `E, PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16 Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 fl i \ RS SGD-150 LMI N.T.S. 2 OF 28 SGD150LM1-NOA 0 AGL RIGDHTOS RESERVED // CERT, OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 ANCHORS 6„ 3„ SHOWN TYP, —CLUSTER 2 TRACK a u • • a a . . HEAD ANCHORS ` 14" z: MAX. 190 9/16" MAX. Cis DOOR FRAME WIDTH 14" MAX. ANCHORS IN PAIRS HEAD ANCHORS HEAD/SILL AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS AT STILE ENDS SEE SHEET 15 6" MAX. HEAD/SILL a 1 13/16" FALSE MUNTIN SEE3CHART ON SHEET 15 CORNERS MIN. OPTIONAL A 1 C 1 FOR CAPACITY /11 11 I X¢ REINFORCING I 1 i AT INTERLOCKS NAL j is QOPT DG1 ij H J 1 SEESHEET13 < II 11 II FOR CAPACITY I X x II II I I I I 2 POINT 42 1 /8" 42 1 /8" I x w x _ i, _- II II --_______= SINGLE LOCK SEE SHEET 24 CPO D.L. OPG, D.L. OPG. a 1 i I Q c� } X¢ < w w n x a O I� �I FOR DESCRIPTION z i z g Q Ln I I a O ¢ O o� 00 Z 1n 0 - a I I i/, I I i�, i�, i%. L� Q I am io 0 I I j� O m 0 m o col O w I ~Ow I Q i� II w z� I I o z U Y Co UJ l Q O I X a0 Th • R OR 4 PAIRS - 48 1/8"Frr Elpfrackila to SILL TYPE B2 ANCHORS 2, 3 z (6) ANCHORS AT STILE ENDS AT 3" O.C. SEE CHART ON.)PANEL WIDTH 48 1/8 POCKET (""°` < ofCLUSTER SHOWN SHE�T_15 FOR CAPACITY PANEL WIDTH JAMB ANCHORS t JAMBAANCHORS O 2 TRACK O 1 SILL ANCHORS \ 6„ 14„ 3„ z rT MAX. TYP. D.L. OPENING B 1 1 D.L.O HEIGHT = DOOR FRAME HEIGHT — 9 1 1 /16" D.L.O. WIDTH = NOM. PANEL WIDTH — 6" ittitt PANEL HEIGHT = DOOR FRAME HEIGHT —1 3/16" (TESTED UNIT) 8 It 8" 8" 8 8 8 8 TYPICAL ELEVATION (1)VEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (2) WEEP CLUSTER (1) WEEP CLUSTER Title: Drawn By: TllTri \\\\ � � LYNN A REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. ( )ffi AGK ` Resistant ��_ .. �l�'O �� '��, ®Impact Windows & Doors ��`. L10EIvsF s Description: Date: WE'RE STRONGERT"t e No. 58705 ELEVATION 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 _ Tel: 305.593,6590 I Fax: 305.593.6592 — Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER '• 1070 TECHNOLOGY DRIVE — '. ® S 4TE 0 ORIGINAL ISSUE N. VENICE, FL 34275 / %N <t✓ (941) 480-1600 .�<O}�IDP.• '(\�� Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 c,° °"' g�tv fie` WINDOWS & DOORS /// , •�®,\\ CGI SGD-150 LMI N.T.S. 3 of 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED ///It 1 000 �'.�. P.E.# CERT. OF AUTH. #29296 A. LYNN MILLER, 58705 (8) ANCHORS (g) ANCHORS CLUSTER SHOWN CLUSTER SHOWN TYp• i' (SEE SHEET 22),� 14 EXTERIOR EXTERIOR 3 TRACK � z_ MAX. HEAD ANCHORS 11 149 5/16" 146 9/16" 97 3/4" M DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH FALSE MUNTIN HEAD ANCHORS 14" MAX. HEAD ANCHORS ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS OPTIONAL 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 a 9 ' SEE CHART ON SHEET 15 1 5 FOR CAPACITY SILL 1 13/16" FOR CAPACITY CORNERS A C E Mw, I I REINFORCING `° Q I I AT INTERLOCKS �1= it OPTIONAL M II I H H 0 SEE SHEET 13x¢ P H N FOR CAPACITY /, � }i 11 Z 0 I -=-I� ___ �i--- - -t t--- 2 POINT DOUBLE LOC S oY i 112 1 /8" I SEE SHEET 2 �o a v 1 .L. OP (# FOR 42 1/8 " 42 1/8 " 0 O of m i 1 I II W == x = = '0 c� I I DESCRIPTION I D.L. OPG. I 2 POINT DOUBLE LOCKS D.L. OPG. o 3 x I Q II i. 2 Ld i. w = i. I i. i. i. I i. i0 x Q I a II II �' a �' �' 00 1 �' FOR DESCRIPTION x I O II I I o —j /� M I /� /� /� r, I Q _ 1 z II i1 II N LL ,�, Z .�, 1 i�, O _ _=--.7 ____ - .�' Q 1 �' 1 to o a 1 �Q 1; a 1 �a a a Q 1 1 Q o II II 1 3 11 11 LLI w LLI d Q 1 z =;fi===rt;= z 0 z U z U 1 Y m 2 2 S ?� X 1 0 a. --- low Frr SILL TYPE B2 ANCHORS 48 1/8" 48 1/8" 48 1/8" 48 1/8" Q < m :2Z a POCKET SILL TYPE B2 ANCHORS Of JAMB ANCHORS 2 OR 4 PAIRS 2. 3 OR 4 PAIRS PANEL WIDTH PANEL WIDTH in � O AT STILE ENDS PANEL WIDTH PANEL WIDTH 3 TRACK O AT CORNER STILE ENDS. SEE CHART ON SHEET 15 AT 3" O.C. JAMB ANCHORS FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY ao 6" 14 3" (4) ANCHORS EXTERIOR (6) ANCHORS EXTERIOR 3 TRACK � MAX. TYP• CLUSTER SHOWN CLUSTER SHOWN SILL ANCHORS (SEE SHEET 22) \\\ 191111/0/, t7 Title: Drawn By: ,\�` cL Y I VA/ 00/ SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant ®Windows �•° �\CENSVIRODUF �l Cf REVMM (TESTED UNIT) & Doors � :gyp % PI'th Fbrw TYPICAL ELEVATION Description: Date: WE'RE STRONGER'" - . N0.58705 ja"ng Code rd� � m 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 ,� ELEVATION Tel:305,593,6590 1 Fax:305.593.6592 e to ® Revision: Rev. B : Rev. Date: y PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE . 0 '•• S ATE O ° r ORIGINAL ISSUE N. VENICE, FL34275 �'��°°.. 'fL0�2tOP .°°° (941) 480-1600 ` e` r� • ° • .... ° • �\y / �`� 4 ` Series/Model: Scale: Sheet: Drawing NO. Rev: COPYRIGHT© 2019 ONft �� \��` CGI WINDOWS & DOORS f 1 /' l/ SGD-150 LMI N.T.S. 4 OF 28 SGD150LMkNOA 0 ALL RIGHTS RESERVED I l l l CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 FRAME WIDTH DOOR FRAME W. THIS APPROVAL QUALIFIES DOORS WITH APPROVED PANEL WIDTH NON-REINF, INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 - ARE PRESENT. XXX SHOWN ( ) ~ H L FOR DOORS USING 90 & 135' CORNER STILES OXX � G H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXO � XXX (REVERSE) L 0 0 0 0 0 EXTERIOR FRAME WIDTH DOOR FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 �— = L J1 H Hllpllpllp < %H L` o LL[7 ii 0 ra XXXXXX (SHOWN) © O 11 O 90' CORNER DETAIL 10' ON SHEET 22 J1 HO O OXXXXO EXTERIOR 135' CORNER DETAIL `P' ON SHEET 22 NOM, PANEL WIDTH OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH G Jalp,H w Hpplpllpll H 0 K 0 XXXXXX (SHOWN) © O O O O EXTERIOR 90' CORNER DETAIL `O' ON SHEET 22 135' CORNER DETAIL 'W ON SHEET 22 NON—REINF. INTERLOCKS OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH i H G J H I w H H Of 0 NIlk MEN 1 XXXXXO (SHOWN) apal © EXTERIOR O 90' CORNER DETAIL `0' ON SHEET 2 OHO /NON­aaalREINF, O OXXXXO 135' CORNER DETAIL 'P' ON SHEET 22 INTERLOCKS OPTIONAL IN LIEU OF J1 SEE CHART ON SHEET 13 APPROVED CONFIGURATIONS Title: Drawn By: ,\\ LYN NON —POCKETED DOORS (NON —REINFORCED SHOWN) 6ulmungC o3 � � SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.L) AGK Impact Resistant P `` 9� '" ' •° \GE -Ns • ° SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS ACCO e� NO at �papa 6e Description: Date:al WE'RETRONGEDOOtSpall 1 ' THREE (3) TRACKS ®(� � 104th Street, Hialeah, Fl. 3301 NtJ 58705 _ CONFIGURATIONS 5/22/19 3780 W. Tel: 305.593,6590 I Fax: 305.593.659 _ NOTE: g Revision: Rev. By: Rev. PREPARED BY LYNN MILLERw Date: 07 °. _i I*s 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070 TECHNOLOGY DRIVE Opal TE2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORIGINAL ISSUE N. VENICE• FL 34275 OFIOP,•'`pall (941)480-1600 !f,4 Appa '/`'� . • . • ° . •�aq 3, FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 CGI WINDOWS & DOORSIN � \\ 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 5 of 28 SGD150LM1-NOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 FRAME WIDTH DOOR FRAME W° THIS APPROVAL QUALIFIES DOORS WITH APPROVED —�{ PANEL WIDTH NON—REINF° INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 — ARE PRESENT. XXX (SHOWN) = H L ��F E; FOR DOORS USING 90' & 135' CORNER STILES OXX LIJ 2 G H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXO < i XXX (REVERSE) L` 0 0ILIL © 0 0 EXTERIOR DOOR FRAME WIDTH FRAME WIDTH NON—REINF° INTERLOCKS SEE CHART ON SHEET 13 = L J1 H � H H tr O L 01 u I XXXXXX (SHOWN) i - © O EXTERIOR O 90' CORNER DETAIL `0' ON SHEET 220 OH HO OXXXXO 135' CORNER DETAIL 'P' ON SHEET 22 NOM° PANEL WIDTH OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH G J H w H H ell ox O O Lj K 0 XXXXXX (SHOWN) © O O O O O EXTERIOR 90' CORNER DETAIL 10' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 NON—REINF. INTERLOCKS OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH H j � H H O OIlk N 0 XXXXXO (SHOWN) ) © � EXTERIOR O 90' CORNER DETAIL `0' ON SHEET 2 J OHO ON /NON-REINF, OXXXXO 135' CORNER DETAIL 'P' ON SHEET 22 INTERLOCKS OPTIONAL IN LIEU OF J1 SEE CHART ON SHEET 13 APPROVED CONFIGURATIONS Title: Drawn By: ��� L ✓��e NON —POCKETED DOORS (NON —REINFORCED SHOWN) jztgC i SENTINEL 150 ALUM SLIDING GLASS DOOR (L,M,I,) AGK °IA, Im act Resistant r p °•°° �EGENS SEE SHEEP 13 FOR Dp AND REINFORCING OPTIONS AatseP�®a ®Windows & Doors • Detom' a s¢eL!l Description: Date: WE'RE STRONGERTM ° No. 5II705 THREE (3) TRACKS e 3780 W. 104th Street, Hialeah, FL 33013 - •a "- i CONFIGURATIONS 5�22�19 Tel: 305.593.6590 I Fa:: 305.593,6592 NOTE: 1&chf;. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY, Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER r 1070 TECHNOLOGY DRIVE r 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 130 ORIGINAL ISSUE N. VENICE, FL 34275 ,� ATE O 4<6/ LORiD�°,° (941) 480-1600 �/� 3, FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 /0a , ft R /®�A 0 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC, SGD-150 LMI N.T.S. 5 of 28 SGD150LM1-NOA ALL RIGHTS R RESERVED l l l 11 t ! 0 CERT, OF AUTH. #292967 A. LYNN MILLER, P.E. P.E.# 58705 DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED jam-- PANEL WIDTH NON—REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 r-- ARE PRESENT. FOR DOORS USING 90 & 135' CORNER STILES � I� i w H I W LIMIT MAX. DESIGN LOADS TO t60.0 PSF to to o ! I io Ia a 9 ,a Df I I 0 M L� 1 I L-- L �== HO EXI RIOR Hzo PXXX(SHOWN) XXXP DOOR FRAME WIDTH DOOR FRAME WIDTH PANEL WIDTH NON—REINF, INTERLOCKS SEE CHART ON SHEET 13 = t H J H 1 I j7W I i ui I I� H ._ F1 w, I� w 1 I Y 0 Y. t 1 I , I I o , M LLJL:1—.,00,00j I 1 IaI1 L ------I O O O O O O PXXXXXXP (SHOWN) EXTERIOR 90' CORNER DETAIL `0' ON SHEET 22 135' CORNER DETAIL `P' ON SHEET 22 DOOR FRAME WIDTH OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON-REINF, INTERLOCKS --- SEE CHART ON SHEET 13 LLJ C) F7 C5 10 Q 10 I I 0 1 M K I o I I 1 L— O O O O O O O PXXXXXX(SHOWN) LPOCKET EXTERIOR 10' PANEL WIDT H XXXXXXP 90' CORNER DETAIL ON SHEET 22 CAVITY NOT BY CGI 135• CORNER DETAIL `W ON SHEET 22 NOT PART OF THIS NOA OPTIONAL IN LIEU OF J DOOR FRAME WIDTH DOOR FRAME WIDTH NON—REINF. 000000000000r00000000--00000 SEE CHART ON SHEET 13 U O % H H % � Io Iw Q o to Iw O I M N 1 o I I I L-- L OM OH O 90' CORNER DETAIL 10' ON SHEET 22 HO HO ON PXXXXXO(SHOWN) EXTERIOR 135' CORNER DETAIL `P' ON SHEET 22 PANEL WIDTH OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS OXXXXXP P b Title: Drawn By: ���° �" d l$ rr POCKETED DOORS (NON —REINFORCED SHOWN) uuwinz C tea I � oo SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant \` �'°`,�tc�ri� °�% t1a _ SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS X ate Windows &Doors to:P v J NOTE: @\ Description: Date:Z WE'RE STRONGERTM d O 58705 to THREE cc77 \ (J J (''�Tjc TRACKS P tZ CONFIGURATIONS 5�22�19 3780 W. 104th Street, Hialeah, FL 33018 Tel: 305.593.6590 , Fax: 305.593.6592 POCKETS ARE NOT PART OF THIS APPROVAL Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER `•oo e441 1070 TECHNOLOGY DRIVE °•, S AND TO BE REVIEWED BY AHJ. � ATE OF to 4, `V` 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ORIGINAL ISSUE N. VENICE, FL34275 •. �OR4D�.° °�® 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. (941) 480-1600 s a rr c� ° • ... . ///�`® +� �.t\C1� Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 it a 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. CGI WINDOWS a r i \\� I `� t SGD-150 LMI N.T.S. 6 of 28 SGD150LM1-NOA 0 ALL RIGHTS RESERVED if l � 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 DOOR FRAMM—E WW. { MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED I REINF, INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 = Kt ARE PRESENT. w FOR DOORS USING 90' & 135' CORNER STILES H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Of G1 O O 0 K1 HO EXTERIOR G1 XO (SHOWN) OX DOOR FRAME MAX. FRAME WIDTH REINF, INTERLOCKS SEE CHART ON SHEET 13 = K1 w �H O L1 O 0 JA K1 EXTERIOR O L1 XX #8 X 3/4" SMS DOOR FRAME WIDTH AT 24" O.C. MAX. FRAME WIDTH .-- w J1 lei O O L!t 0 ILJL� O J1 10 O EXTERIO G1 90' CORNER DETAIL '0' ON SHEET 22 OXO (SHOWN) 135' CORNER DETAIL 'P' ON SHEET 22 OXO (REVERSE) OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 O H = 14 , w G1 J1 irg C04 / / rKp Anc�tet1u w x 1),de CK 6IIIQ o L± Jf �j G1 O EXTERIOR 0 O G1 � a JWrILI OXXO 90' CORNER DETAIL `O' ON SHEET 22 XXXX(SIMILAR) 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 lllltiJl APPROVED CONFIGURATIONS Title: Drawn By: �s LY '� NON —POCKETED DOORS (NON -REINFORCED SHOWN) SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK \\ Impact Resistant \�� �. �\crv;,°• SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS ®Windows &Doors Description: Date: WE'RE STRONGER'" •' ' N� 87�i5 TWO (2, TRACKS CONFIGURATIONS 5/22/19 TeL 305,593,6590e It Fax: 305,593,6592 — NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Revision: Rev. By: Rev. Date: _ PREPARED BY LYNN MILLER �" � •• • 1070 TECHNOLOGY DRIVE '. r�4TE ORIGINAL ISSUE N. VENICE, FL34275 �� . F 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. Mom\ (941) 480-1600 i® F<ORIIDIN ` ` 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Series/Model: Scale: Sheet: Drawing No, Rev: COPYRIGHT© 2019 , ° •99° � ��p CGI WIN DOWS & DOORS ✓/ vy� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 7 OF 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA DOOR FRAME WIDTH WIDTH DOOR FRAME WIDTH DOOR FRAME W. I I Io-- NON—REINF. INTERLOCKS r-- r---- SEE CHART ON SHEET 13 I 1 w cILi- 1 I w I H I I Y O / `� IU IU rn O � IU � 10 O la 10 � 10 a M K1 �--- 0 1 M L1 I L-- O EXTERIOR K1 �___— 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 900 AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 1 r-- --� ARE PRESENT. w i J1 i ; FOR DOORS USING 90& 135' CORNER STILES Q i Y �, %, , Y i I w I LIMIT MAX. DESIGN LOADS TO ±60.0 PSF ;Q O 0O; � Oj 10 IL a NOTE: 0 1 M M 1 1 I 0 I 1 1___ --J 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. L____ ��� ____J O EXTERIOR J1 0 2, FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. PXXP 90' CORNER DETAIL '0' ON SHEET 22 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH DOOR FRAME WIDTH NON-REINF. INTERLOCKS --- ---� SEE CHART ON SHEET 13 1 I � -, I wLLJ LLI ;H WI O j j j ! VI IU I UI Q 01 10 al 10 Ia �1 la I o oLj I M L±I[ I I I 1 1 O EXTERIOR O O HO MO �t PXXXXP 90' CORNER DETAIL 'O' ON 'P' SHEET 22 Campion WkI4 135' CORNER DETAIL ON SHEET 22 Aa�2�� OPTIONAL IN LIEU OF J1 $e DOOR FRAME WIDTH v DOOR FRAME WIDTH NON—REINF. INTERLOCKS r— I SEE CHART ON SHEET 13 PM44et _ a H r-- _ I LLJ 1 J I I rij Li Q l Y p1To,* %%%IU Io POCKETS ARE NOT PART OF THIS APPROVAL CL CL AND TO BE REVIEWED BY AHJ, 1 I 0 I M K1 I o IJu �_-- L-- ISHO EXTERIOR O aNEEMENEW K1 PXXXX (SHOWN) 90' CORNER DETAIL '0' ON SHEET 'P' 22 135' CORNER DETAIL ON SHEET 22 PXXXO OPTIONAL IN LIEU OF J1 XXXXP Title: Drawn By: \Y1 LYNN OXXXP SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) Im act Resistant AGK lift P ��' °" CEN • ' 'l �1� APPROVED CONFIGURATIONS Windows & Doors ° POCKETED DOORS (NON —REINFORCED SHOWN) Description: Date: WE'RE STRONGER'" No. 58705 TWO (2) TRACKS SEE SHEET 13 FOR D AND REINFORCING OPTIONS p CONFIGURATIONS 3780 W. 104th Street, Hialeah, FL 33018 5/22/19 Tel: 305.593.6590 I Fax: 305.593.6592 r ° PREPARED BY LYNN MILLER Revision: Rev. By: Rev. Date: 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N. VENICE, FL 34275 STATE .+ �� °"F<ORID�.°�� (941)480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 /�� t /O 'a� \�t �`\\'�` SGD-150 LMI N.T.S. 8 OF 28 SGD150LMkNOA 0 ALL RIGHTS R RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. 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. SEE CHART ON SH ET 13 FOR DOORS USING 90 & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO f60.0 PSF = H � LLJ G H 0 0 0 Ll 0 IULJ XXXX (SHOWN) OXXX XXXXX (REVERSE) G2 0 EXTERIOR L2 DOOR FRAME WIDTH FRAME WIDTH NON—REINF, INTERLOCKS SEE CHART ON HEET 13 H H J1 we H H I Ld H H Q i i i i Of o L2J Ll Lj I 4(gHO 0 Lj j XXXXXXXX (SHOWN) OXXXXXXO O EXTERIOR 0 0 a a L2 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. bukkagC A"tuct No � 6 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. ct y��11i911{{�� Title: Drawn By:Ift err SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant ��P•°'`�ecEnrs° �45 Windows & Doors Z Description: Date: WE'RE STRONGER TM = No. 70 CONFIGURATIONS 5/22/19 °•` 3780 W. 104th Street, Hialeah, FL 33018a Tel: 305.593.6590 I Fax: 305.593.6592 e PREPARED BY LYNN MILLER °> Revision: Rev. By: Rev. Date: s 1070 TECHNOLOGY DRIVE 0'. v ATE 1 ORIGINAL ISSUE N. VENICE, FL 34275 F e V (941)480-1600 S` Series/Model: Scale: Sheet: Drawing No, Rev: COPYRIGHT© 2D19 /✓ kSON z f L 0�! CGI WINDOWS& DDOOR { ({ f ° \ SGD-150 LMI N.T.S. 9 of 28 SGD150LM1-NOA 0 ALL RIGHTSESERVEi�i l ! i CERT. OF AUTH. #292967 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 FRAME WIDTH DOOR FRAME WIDTH NOM, PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 = uj H H H H Of 0 G G 0 XXXXXXXX (SHOWN) — OXXXXXXO G2 O H O H O H O J O H O H EXTERIOR O H 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 - w H H H H LL 0 01LjLL G2 L3 0 XXXXXXXO (SHOWN) OXXXXXXO G2 O O O O L3 EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 ftoiDucC OPTIONAL IN LIEU OF J I complying w NOTE: Inn Code ��1e 1. CONFIGURATIONS SHOWAccoptaaN FOR ILLUSTRATION PURPOSES ONLY. APPROVED CONFIGURATIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 4 NON -POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. tC 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.III FOUR (4) TRACKS Title: Drawn By: O ` 1 0jV /dr� ° , 1'4 SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant '' �,�cEr�l. idle �. � ••°°• �,.• � 0Windows & Doors gyp' Description: Date: WERE STRONGER'" PLO 58705 CONFIGURATIONS 5/22/19 3780 W. 104th Street, Hialeah, Fl. 33018 — r Tel: 305.593.6590 I Fax: 305.593.6592 VIVO ,. Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER - °• _' '. 1070 TECHNOLOGY DRIVE S A T E OF �. N. VENICE, FL 34275 's '• fi`` ORIGINAL ISSUE (941)480-1600 t��n,°�CilRiD�°° ✓rst�/AL� , Series/Model: Scare: Sheet: Drawing No. Rev: COPYRIGHT© 2019 CGI WINDOWS & DOORS SGD-150 LMI N.T.S. 10 OF 28 SGD150LM1-NOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 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 DOOR FRAME WIDTH LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOM PANEL WIDTH NON—REINF, INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 — I--WMMW I 1 I < IY H I� L` 10 A I S ICL 0 1 1 1 L' ---- I J PXXXX (SHOWN) O EXTERIOR HO L2 XXXXP FRAME WIDTH NOM, PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 DOOR FRAME WIDTH I 1 1 I I H LLJ LLJ rj IU U I y_ U � H H I l a 10 1d Q � C � Q o_I 1 ERE I Of I I I I 0 1 M Ljul M I I I I�j jnj I --- �j ---� 1 PXXXXXXXXP (SHOWN) O O �O OH EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS f REVIW POCKETED DOORS (NON —REINFORCED SHOWN) NOTE: as i`plyfVWh SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Accop�at"c il e tY® 11�®0` Cxoratiw �� t 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. �. FOUR (4) TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. c AND TO BE REVIEWED BY AHJ. ` 01lvlllllll'> Title: Drawn By: L A/ �9 � ° ` SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant � ; • ° ° • 9 `. ° ��✓EB!se ° .'C� 0 Windows & Doors ° Description: Date: WE'RE STRONGERTM •`o8 05 EXTRUSIONS, BOM 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 '- Tel: 305.593.6590 I Fax: 305.593.6592 ; Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER —� °• 1070 TECHNOLOGY DRIVE °. STATE F ORIGINAL ISSUE N. VENICE, FL 34275 (941) 480-1600 �� Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 !fir CGI WINDOWS & DOORSIgl ` S SGD-150 LMI N.T.S. 11 OF 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 900 AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90a & 1350 CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 r--- I � I I L ff H �Yro w H _ H s 1 0ell � I I 0 I M Lj G I o I I 1 L--- I I L-_ PXXXXXXXX (SHOWN) O OH OH �O OH G2 XXXXXXXXP EXTERIORO OXXXXXXXP POCKET CAVITY NOT BY CGI 90' CORNER DETAIL '0' ON SHEET 22 NOT PART OF THIS NOA 1359 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS — SEE CHART ON SHEET 13 DOOR FRAME WIDTH r I r--- I i i iw IY = I H J H w 11 H H 10 d � O 1 10 � i I M LT o i 1 L L ® O O 0 0 0 0 L3 EXTERIOR PXXXXXXXO (SHOWN) 90' CORNER DETAIL `0' ON SHEET 22 APPROVED CONFIGURATIONS 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J POCKETED DOORS (NON —REINFORCED SHOWN) NOTE: SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS IRODUCE 1, CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. C@ i ®0 (4 Aecepsc No 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. t'e Za POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. AND TO BE REVIEWED BY AHJ. 5g i Clow Title: Drawn By: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant Ytv'/'/;•r ®Windows &Doors ' \,`CElO&?4' Description: Date: •• WE'RE STRONGERTM •' S CONFIGURATIONS 5/22/19 3780 W. 104th Street, Hialeah, FI. 33018 -- ' 58700 Tel: 305,593.6590 I Fa:: 305,593,6592 a Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE r '.MF j ORIGINAL ISSUE N. VENICE, FL 34275 %�3 °. ` (941) 480-1600 0 '• °LpplDr \~ Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 CGI WINDOWS & DOORS � ALL RIGHTS RESERVED /// OAL SGD-150 LM1 N.T.S. 12 OF 28 SGD150LMkNOA 0 CERT. OF AUTH. #29296 A. LYNN MIL/Lb�q,1p.t� \ P\14 58705 GLASS CAPACITY CHARTS NOM. PANEL WIDTH P NOM, PANEL WIDTH PI NOM, PANEL WIDTH P E8 E8.1 tp NOM. PANEL WIDTH C0 tO \ \ APPLICABLE FBC EGRESS 00 � In REQUIREMENTS TO BE REVIEWED BY AHJ. LN 10 SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. INTERLOCKS INTERLOCKS W/O REINF. WITH REINF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE haWingC Ist €e Nci ( P BASED ON ASTM E1300-09 (3 SEC. GUSTS) %pi �0. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219, \;^199111)!A Title: Drawn By: �A*Y LYfV/V !J, SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant \ ° �IGENS4 .'0. � Windows & Doors WE'RE STRONGER'" P 013 Description: Date: Nod 58705 _ 3780 W. 104th Street, Hialeah, Fl. 33018 • ' GLASS CAPACITY CHARTS 5/22/19 Tel: 305.593.6590 1 Fax: 305,593.6592 0 °° Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER r °•� 1070 TECHNOLOGY DRIVE °° ° 44) ORIGINAL ISSUE N. VENICE, FL 34275 °� AQE rF (941) 480-1600CGI !� �R! D' • `' �, Series/Model: Scale: Sheet: Drawing No. Rev: COarRiGHTO© 2019 �✓ 0/00 g NDS&DO D /l!!I/I�l SGD-150 LMI N.T.S. 13 OF 28 SGD150LMkNOA 0 ALL RIS R CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 DESIGN LOAD CAPACITY - PSF (GLASS) NOM. PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES NUMBER OF PANELS ALLOWED GLASS TYPES `A` & `A1' GLASS TYPES `B` & `B1' INTERLOCKS W/O REINF. 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 A 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', `B1' INTERLOCKS WITH REINF. EXT.(+) INT.(-) 24-1 /8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 102 10 - - 60.0 60.0 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 4z-1/s 48-1/8 53-1/8 108 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60,0 60.0 10 - - 60.0 60.0 9 - - 54.4 54.4 24-1 /8 30-1/8 36-1/8 42-1/8 48-1/8 114 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 s - - so.o 60,0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 120 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 10 - - 60.0 60.0 9 - - 60.0 60.0 3/16" ANN, GLASS 3/16" ANN, GLASS 3/16 HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS .075" Interlayer .075" Interlayer .075" Interlayer Interlayer Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PET Core S cale By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR OR OR .090" Interlayer .090" Interlayer .090" Interlayer .090" Interlayer Saflex Clear And Color Glass Saflex Clear And Color Glass Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR OR OR .090" Interlayer 3/8" AIR SPACE .090" Interlayer .090" Interlayer 3/8" AIR SPACE .090" Interlayer SentryGlas Sent Glas ry 'Kuraray SentryGlas SentryGlas By 'Kuraray America, Inc.' By America, Inc.' By 'Kuraray America, Inc.' By `Kuraray America, Inc.' OR OR OR OR .090" Interlayer 3 16" TEMP. y / GLASS .090" Interlayer .090" Interlayer 3/16" TEMP. GLASS .090" Interlayer Trosifol PVB Trosifol PVB Trosifol PVB Trosifol PVB By `Kuraray America, Inc.' By `Kuraray America, Inc.' By `Kuraray America, Inc.' By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS SILICONE SILICONE SILICONE SILICONE a GE SCS 1200 a GE SCS 1200 no GE SCS 1200 a GE SCS 1200 DOW CORNING 899 uj DOW CORNING 899 w � DOW CORNING 899 M DOW CORNING 899 m DOW CORNING 995 Z 0° DOW CORNING 995 °7 DOW CORNING 995 Z °� DOW CORNING 995 Z DOW CORNING 983 g cn DOW CORNING 983 z DOW CORNING 983 g N DOW CORNING 983 g M1 M1 "j XL EDGE SPACER M V) - g M1 g M1 XL EDGE SPACER I Not0 I. I. � j I. !• I ST. STEEL BY `CARDINAL' � c� I! I! � ST. STEEL BY 'CARDINAL' M I! I! OR M �I �I SETTING BLOCKS r7 I j! j! OR I :I I ! 'l DURASEAL BY 'QUANEX' I :I AT 1/4 POINTS ON LITES I I .I DURASEAL BY `QUANEX' !I !I !I !I !I OR Ij Ij WIDER THAN 36 jj II Ij OR SETTING BLOCKS IYi SUPER SPACER BY `QUANEX' X EPDM Q'i SUPER SPACER BY 'QUANEX' O AT 1/4 POINTS ON LITES O O DUROMETER 85±5 O 16 WIDER THAN 36 % 1 SETTING BLOCKS Q.I' 16 a+ Wo W EPDM W AT 1/4 POINTS ALL SIZES W W AT 1/4 PONTSSALL SIZES E-1 DUROMETER 85±5 E•+ EPDM Ei E" EPDM W W DUROMETER 85±5 W W DUROMETER 85t5 GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'B1' 7/16" OVERALL LAM, GLASS 1" OVERALL INSUL, LAM, GLASS 7/16" OVERALL LAM, GLASS 1" OVERALL INSUL, LAM. GLASS GLAZING OPTIONS as P1z vvkk kutding Accaptance NG. = 63a 3 Elipiration Date t. *f t f�1111lI/ Title: Drawn By: \`� a L i N , `r, SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK impact Resistant `\� � • ° "" S • io,' Windows & Doors e. " ° �c��''� ' `N Description: Date: WERE STRONGER ° d PLO.58705 GLAZING DETAILS 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 Tel: 305.593.6590 ( Fax: 305.593.6592 Revision: _ Rev. By: Rev. Date: PREPARED BY LYNN MILLER - ° e Of 1070 TECHNOLOGY DRIVE •• ?f to •° S TE OF ORIGINAL ISSUE N. VENICE, FL 34275 •°• `?�61 480-1600 °`°got,• �ORQ 0IN (941) ° " ° ' ' • . q � \` Series/Model: Scale: Sheet: Drawing PIG. Rev: COPYRIGHT © 2019% ,°` CGI WINDOWS & DOORS SGD-150 LMI N.T.S. 14 OF 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 TYPICAL ANCHORS 3 KSI IN CLUSTERS CONCRETE AT MTG. STILE_ & INTERLOCK, ENDS .aa e SEE CHART EDGE 1.51`? ° .. Q(�a QUQt�bTITIES,� •• .'d a ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES TYPICAL ANCHORS 2BY WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS SEE NOTE SHEET 1 AT MTG. STILE IN CLUSTERS & INTERLOCK ENDS 1 BY WOOD BUCKS AT MTG. STILE 3 KSI SEE CHART & INTERLOCK ENDS FOR QUANTITIES SEE NOTE SHEET 1 CONCRETE SEE CHART FOR QUANTITIES EDf� DIST, d 3 5/�'` . .. a.'., "Qa. °a'<' °' EDGE DIST. °3 •5/8"-' 3 KSI ••CONCRETE •p e b J, e..>' e e e. . e. TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES EDGE 3 5/8" DIST. % METAL STRUCTURES SEE SPEC BELOW � w � tuvul f' � Q � w II �+ tuvul 1� II � Q � w � 1� t�vul � � � � � � � u ANCHOR TYPE A IJ N LaJ v=i U ANCHOR TYPE B p N t00J uzi ANCHOR TYPE C a. o v�i Q THRU 1 BY WOOD BUCKS � Q DIRECTLY INTO 3 KSI CONCRETE � Q INTO METAL STRUCTURES � o � INTO 3 KSI CONCRETE � � � OR APPROVED MULLIONS J DESIGN LOAD CAPACITY - PSF (ANCHORS) NOM. PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES HEAD ANCHORS (TYPE A, H & C) SILL ANCHORS (TYPE B2) CLUSTER AT STILE/INTERLOCK ENDS CLUSTER AT STILE/INTERLOCK ENDS 4 8 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 42-1/8 48-1 /8 54-1 /8 82 60.0 - - 80.0 - - 80.0 - - 80.0 - - 80.0 - - 76.2 "'- 80.0 - 72.4 80.0 - 68.7 -• 80.0 - 66.8 80.0 - 63.4 80.0 - 62.8 71 .1 - 59.5 71.1 71 .1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1 /8 84 so.o - - so.o - - - .•- 80.0 - - 80.0 - 75.5 80.0 - 71.6 80.0 - 67.8 80.0 - 64.3 80.0 - 62.3 80.0 - 59.1 80.0 80.0 58.4 71 .1 71.1 55.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1 /8 90 eo.o - - ao.o - - 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 48-1 /8 96 80.0 - - 80.0 - - 73.8 80.0 - 69.9 _ 80.0 - 63.9 80.0 - 60.6 80.0 - 57.0 80.0 80.0 54.0 80.0 80.0 51.9 77.9 80.0 49.3 73.9 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1 /8 54-1/8 102 60.0 - - 60.0 - - 60.0 - - 60.0 - - 59.3 60.0 60.0 56.2 60.0 60.0 52.7 60.0 60.0 50.0 60.0 60.0 47.9 60.0 60.0 45.5 60.0 60.0 44.3 54.4 54.4 42.0 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1 /8 54-1/8 108 60.0 - - 60.0 - - 60.0 - - 60.0 - 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 42-1/8 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 5 • 4.0 6 0.0 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 36.9 55.4 60.0 WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. AT HEAD TYPE `A'- �4" X 3-1/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)I I TYPE `A'- THRU 1BY BUCKS INTO CONCRETE 1-1 /4" MIN. EMBED INTO CONCRETE THRU 2BY BUCKS INTO CONCRETE 1 /2" MIN. EMBED INTO CONCRETE TYPE `B'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu=177 Ksl, Fy=155 KSI) • I TYPE `B'- DIRECTLY INTO CONCRETE 2" MIN. EMBED ' ' TYPE `C'- 1 /4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) I TYPE `C'- INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) - STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) - - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AT SILL - �PE `82'- 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 Ksl, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4 MIN. EMBED INTO CONCRETE J - a NOTE: w ANCHOR CAPACITIES LISTED ON THIS � SHEET TO BE USED IN CONJUNCTION N WITH GLASS CHARTS ON SHEET 13 = LOWER APPLICABLE VALUES CONTROL. w 3 TRACK SYSTEM SHOWN ALSO APPLICABLE o TO 2 AND 4 TRACK FRAMES. a PLEASE SEE FOLLOWING SHEETS FOR DETAILS. 3 Z W w m zo LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/0 REINFORCING ALL SIZES go LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS a W/ REINF. UPTO 96 IN. HT. w LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS z W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. Title: INSTALLATION CONDITIONS SHOWN APPLY TO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH STD. FRAME HEAD AND SILL - -- AT JAMBS--�- 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 16Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY 1 /4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.) STEEL: 1 /8" THK�MIN. (Fy = 36 KSI MIN.) - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) POURED &HARDENED NO-METALLIC/NON-SHRINKAGE HIGH STRENGTH GROUT f'c = 5000 PSI MIN. - NOT BY C.G.I. x MUST TRANSFER SHEAR w LOADS TO STRUCTURE r ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE � � SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) ANCHOR LOAD CHART/ANCHOR DETAILS Revision: ORIGINAL ISSUE Series/Model: SGD-150 LMI Scale: I Sheet: N.T.S. 115 of 28 0 AGK Date: 5/22/19 ANCHOR EDGE DISTANCES INTO CONCRETE OR MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. �� � r x< r .�. t,,: ,. SILL RISERS SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS AND SHEET 13 FOR CAPACITY z ANCHOR TYPE B � � � DIRECTLY INTO 3 KSI CONCRETE m= � Q H � W 4 a d 4 ' ,TYPICAL ANCHORS° IN CLUSTERS AT MTG. STILE_ & INTERLOCK ENDS SEE CHART Rev. By: Rev. Date: Drawing No. Rev: SGD150LM1-NOA 0 G ° a ° e. n u �S`' �✓/ Impact Resistant .��\ ��t��.LY��I;����/>>,>, �• Windows &Doors � �`�.•'• �-,cE��s� •°• �� -'s WE'RE STRONGER•" r �`,°° •, .�y .,.. 3780 W. 104th Street, Hialeah, FL 33073 ��� �� (�°� , Tel: 305.593.6590 I Fa[: 305.593.6592 � ° PREPARED BY LYNN MILLER -_ °._ ,,�, 1070 TECHNOLOGY DRIVE -' ` � `"`� N. VENICE, FL 34275 '- � S t ATE ° jam` (941) 480-1600 f � .e���-jRiO� •.• .� COPYRIGHT © 2019 1> ��'� • ° " "' ` •� �..'� � CGI WINDOWS &DOORS >>> ���d� g �� , �� ALL RIGHTS RESERVED 1 � @.. ` \ CERT. OF AUTH. #29296 A. LYNN M LL�I�,IF�.�� i P.E.# 58705 SEE SHEEP 15 FOR ANCHORS X z EDGE DIST. 3 5/8 EDGE EDGE DIST. 3 5 8' EDGE DIST. 3 5 8" a w_ g DIST.. — to m(n°• a° .. de a 'A a' °'°4 a. .. ° I WEEP SIZE 1 /4" X 1 /8" N 'ed 1 a a. a I e Ad I e' a ° e a ° REFER TO SHEET 15 FOR VARIOUS of INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS 13PF 1 M11 O 1 O 1 O E7 j • I • I' 1i DECORATIVE li li 1j !j !i 24 SILL COVER I I I I I I I I I I I I OPTIONAL I! j! o I a w j' I Fn � w � Q'i 1 x x c� w i ao E-t 0f w -i w 1 11 II 11 II II J Ltd.Z p I . Lj 0� ¢ w 'I 0 0 1 j I. 1 I I'I 1 • I I I 1:1 ij Ij I;I Ij 11 I:I II Ii SILL RISER E8.1 READ. FOR LOADS 1! I! POURED & HARDENED II jl I! I! ABOVE +60 PSF Foddddddiffit I. HIGH STRENGTH GROUT I! I! I! I! Ir:1 :1 NON -SHRINK, NON-METALLIC ! 1 P1 I '1 SILL RISER abluil f'c = 5000 PSI MIN. E8 REQD. FOR LOADS NOT BY CGI WINDOWS ® ® ® ABOVE +60 PSF MUST TRANSFER SHEAR 1 E7 /�� LOADS TO STRUCTURE .......... O � ® ® 6r 13 1 0 00 \z 2 E11 Indod N J N X = X ' \loddd� \ orddd .. .. ...... p .......................� 1........ ............ I I...........4............� .... .. ......l,.. ...... a .. .. '. ... ..... a d p as JIB �`_. m9 . . a. a. O 1 < a a. G Q° v e. ° radw �yy ,fig ¢ e✓✓ to c ° .a n ea n ._ ° ti 'd•a d° a: a .v ° ' ° 4°d.4 3 KSI e CONC. 'a . ` ri ° e L a 3 KSI CONC. dot g@ p[ \ Q EDGE DIST. ' ' ri 3 5/8pp. ' 1 a] e w '° EDGE DIST. a 3 5/�g„ 1 EDGE DIST. a 3 5/ nd.O I L� �t a : SEE SHEET 15 FOR ANCHORS a Title: Drawn By: LYN/V1 �`°/ SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant ,\,\ 00 l o ® � �\N .. °" s �� Windows & Doors ����Ns • Description: Date: WE'RE STRONGER' ` � •'ddo THREE 3) TRACK DOOR DETAILS No.53705 •. 3-TRACK DOOR DETAILS 5/22/19 3780 W. 104th Street, Hialeah, Fl. 33018 .° Tel: 305.593.6590 I Fa:: 305.593.6592 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER _ 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N. VENICE, FL 34275 0ado"°° S F,T - (941)480-1600 r '',•�LOR4Cyp.°do ��� Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 oxi�� �a\a CGI WINDOWS & DOORS p e g;, . h /`/11 SGD-150 LMI N.T.S. 16 OF 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED ,\\ P. P.E0 CERT. OF AUTH. #29296 A. LYNN MILLE ZI t. P.E.# 58705 TYPICAL ANCHORS SEE ELEV, FOR SPACING 1 /2" MAX. FIFFIFFII LOAD BEARING SHIM n M1 1X6 OR LARGER WOOD BUCKS 1 /2" MAX. O LOAD BEARING SHIM ;AL ANCHORS SEE ELEV. FOR SPACING O LOCK STILE 1 PANEL WIDTH DOOR FRAME WIDTH 2X6 OR LARGER WOOD K OR WOOD STRUCTURE BUC PANEL WIDTH D.L.O. O O EXTERIOR D.L.O. EXTERIOR O REINF, AS SEE CHARTROND O W SHEET 13 FOR CAPACITY OI I O D.L. OPG. NOM. PANEL WIDTH INTERLOCK INTERLOCK ASTRAGAL (REINFORCED) DOOR FRAME WIDTH (REINFORCED) 0 1 /2 LOAD BEARING SHIM DOOR FRAME WIDTH THREE �3) TRACK DOOR DETAILS w � z U O pZ, (n c9 O'er TYPICAL ANCHORS SEE ELEV. ° FOR SPACING O #10 X 1-1/4" SS PH SMS 1 PER CLIP 3 PER PANEL AT 18" FROM EACH END M AND AT MIDSPAN #8 X 3/4" SS FH SMS 1 PER CLIP\ 'o DOOR FRAME WIDTH _I Title: LOAD BEARING SHIM FIXED PANEL Dry SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) 3-TRACK DOOR DETAILS Revision: ORIGINAL ISSUE Series/Model: SGD-150 LMI Scale: I Sheet: N.T.S. 117 of 28 AGK Date: 5/22! 19 Rev. By: Rev. Date: Drawing No. Rev. SGD150LMkNOA 0 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 15 FOR ANCHORS-j SEE SHEET 15 FOR ANCHORS EDGE DIST. 1 3/4 Q EDGE DIST, 1 3/4° g� m= a d' 3 KSI CONC. p � O J E3 M11 10 :Air A l 2 r-�,--I 6 I 1 C 1 ® Lr 3 KSI CONC. 0_ 0 it (�' �I �I � w 1--O II 11 II O II II = _ C7 Oj H O w = 11 C7 w w w w �i p 2 Ld m = p W w x w J [�+ II II II II —� w zz a �,' ji jl W jI ji z CL O p jl jl o Ij Ij �j �i Ij II POURED & HARDENED T l jl HIGH STRENGTH GROUT I� I� SILL RISER NON —SHRINK, NON —MET LLIC E8 REQD FOR LOADS f'c = 5000 PSI MIN. ABOV +60 PSF NOT BY CGI WINDOWS 00 M3 MUST TRANSFER SHEAR LOADS TO STRUCTURE B1 25 O \z W O 2 N J y � O .. .... .......... .. ... .. ........ G ...... .... .. ...... G e a, G e _ d •a ° • ° �. ° a I ,. ea.< "I , 3 KSI CONC. \ ° ° a' "a e V I ° ed< 3 KSI CONC. EDGE DIST. 1 , 5/4" w EDGE DIST° SEE SHEET 15 FOR ANCHORS TWO �2) TRACK DOOR DETAILS SEE SHEEP 15 FOR ANCHORS WEEP SIZE 1 /4" X 1 /8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE 24 SILL COVER OPTIONAL r` 1 �11 I I it �I I I L � I I I IJ SILL RISER E8.1 OPTIONAL FOR LOADS ABOVE +60 PSF ro I 11 LL �� II J Title: SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) 2-TRACK DOOR DETAILS Revision: ORIGINAL ISSUE Series/Model: Scale: Sheet: SGD-150 LMI N.T.S. 18 of 28 Drawn By: AGK Date: 5/22/19 Rev. Date: Drawing No. Rev: SGD150LM1-NOA 0 ``11lB6(Ifif Impact Resistant Ve✓EN� •, d®� Windows & Doors ° WE'RE STRONGER'" No, 705 3780 W. 104th Street, Hialeah, FL 33018 Tel: 305.593.fi590 ! Fa:: 305.593.6592 -- PREPARED BY LYNN MILLER c 1070 TECHNOLOGY DRIVE �C) C ATE N. VENICE, FL 34275 s ° (941)480-1600 e'40RIOF. COPYRIGHT© 2019 �+�� '°/'��' AGL RIIGHDTOS WS RESERVED i I g j 1 l l 1 I w i,�\ CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705. TYPICAL ANCHORS SEE ELEV, FOR SPACING PANEL WIDTH 1/2 1p MAX, 1 PANEL WIDTH LOAD BEARING SHIM G 1 #10 X 1-1/4" 1 PER CLIP SS PH SMS O D,L°O, J 1 #8 X 3/4" SS FH SMS D.L.O. w M2 1 PER CLIP 10 E5 � z U O Z N 0o< n I L 2 a' II O O r�'E � L I a .—.—.—.—.—.—.—.—.—.—.—.—. d a O O O �- v .. O O � d O � o E4 E9 W E6 ASTRAGAL INTERLOCK E2 FIXED PANEL D.L.O, (REINFORCED) EXTERIOR NOM. PANEL WIDTH DOOR FRAME WIDTH w 1BY WOOD BUCKS L1 z 0 #10 X 1-1/4" SS PH SMS 1/4" MAX. SEE NOTE SHEET 1 O 1 PER CLIP LOADSB RING 1/2" MAX. a < M METAL TYPICAL ANCHORS % STRUCTURE LOAD BEARING SEE ELEV. 8 X 3 4" SS FH SMS # / �\ 1/2" MAX. SHIM e FOR SPACING 1 PER CLIP LOAD BEARING K 1 ANCHORS SHIM PANEL WIDTH EEICL ELEV. n > 'a p FOR SPACING D,L,O, e. J TYPICAL ANC RS SEE EL ''� ------�� FOR SPACI G ----- — — — "a ------ 4bw camilily"lig Wkra the na" o ing C cn A vptaaee No E ^0 O a II '. to e .. w a o w EXT. o t'tit EXTERIOR DOOR FRAME WIDTH _ g ui DOOR FRAME WIDTH ~ o `n O E27 FIXED PANEL TWO (2) TRACK DOOR DETAILS EXT. `I I l l r, Title: Drawn By: \A°t LY114AI DOOR FRAME WIDTH SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK impact Resistant °.• vfGEI\! • ���'; 0 Windows & Doors11 •° � 2BY WOOD BUCK Description: Date: WE'RE STRONGER"m OR m o° O. 5i?O s WOOD STRUCTURE 2-TRACK DOOR DETAILS 5/22/19 3760 W. loath street, Hialeah, FL 33018 Tel: 305.593.6590 Fax: 305,593,6592 _ SEE NOTE SHEEP 1 Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER ° rERF 1070 TECHNOLOGY DRIVE e ORIGINAL ISSUE N.VENICE,FL34275�� (941) 480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 CG I WINDOWS & DOORS L l SGD-150 LMI N.T.S. 19 OF 28 SGD150LMkNOA 0 ALL RIGHTS RESERVED i? P I I I 1 1 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 SEE SHEET 15 FOR ANCHORS 0 � EDGE DIST. 5/8Q 3 E. EDGE DIST, 3 5'/8" EDGE DIST. 8" V—ARI—S 15 FOR OU DIST. =N d „ d INSTALLATION CONDITIONS. t<V ' °EDGa. ° d° I 4 °m . ( dd 'd a5'/ °3 W a O Q ° ..A a .% 4 4 ° O J omptIII I � WEEP SIZE 1 /4" X 28 1 M11 O 1 OJL 1 O ® E7 IT,FVI L OPTIONAL II it it it 1t t ! 11 II SLANT SILL ADAPTORS I•I I•I' DECORATIVE O I I :I :I :I :I :I :I 24 SILL COVER a OPTIONAL i— W Jill E-I w Ld = w I I I :iI II QLL w O a jl jl it it jl jl L J •I :I I :I I;I Ij Ij i. I I:I it !I it !i jl jl I! I! jl jl SILL RISER E8.1 REQD. FOR LOADS Ii I! POURED &HARDENED j! I! �I it ABOVE +60 PSF HIGH STRENGTH GROUT �I Iti NON —SHRINK, NON—METALLIC SILL RISER = 5000 PSI MIN. E8 REQD. FOR LOADS /ItItIf'c NOT BY CGI WINDOWS ® ® ® ABOVE +60 PSF MUST TRANSFER SHEAR 1 E7 LOADS TO STRUCTURE I O II 25 13 1 ao O L� JPRoDuc C mvmw 29 J cmpwft N X Q \ Q ug C64 2 rn)a e� Nss . a .. ...... .. .... .... ..... . Ye " .... d .............. 1 11 1 ' .•.•.•. •.•..•...•..... ..' .' d .... .. .. ... . .. .. d° in ° °° % d a .a °' Q X III �'. < °• a ° LJ m a .n aa 4,4 KSICONC. < .,•a. ° .n a ''ddQ 3 KSI CONC. \N DIST. a 3 5 DIST. e 3 ` °. . Se 3 5jEDGE /EDGE It �`y`slBiidl;. f' SEE SHEET 15 FOR ANCHORS Title: Drawn By: J /. FOUR (4) TRACK DOOR DETAILS SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK y�\��� Impact Resistant , L�CEN�� ® Windows & Doors • > Description: Date: WE'RE STRONGERTM ) 58705 4-TRACK DOOR DETAILS 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 e Tel: 306.593.6690 I Fa:: 306.693°6692 °. Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE S ATE F ORIGINAL ISSUE N. VENICE, FL 34275 (941) 480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 CGI WINDOWS & DOORS SGD-150 LMI N.T.S. 20 OF 28 SGD150LM1-NOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #292967 A. LYNN MILLER, P.E. P.E.# 58705 TYPICAL ANCHORS SEE ELEV, PANEL WIDTH FOR SPACING 1/2" MAX. G 2 E6 LOAD BEARING SHIM M15A 1 D.L.O. _ 1 v w~. ° o� P cam r as caupwft _. 1 /2" MAX.Lea" 00 ° II LOAD BEARING #10 X 1-1/4" SS PH SMS AW d*Ft v 1 1 1 O SHIM L � 1 PER CLIP v 0 3 PER PANEL �N M14A M16A o w < TYPICAL ANCHORS AT 18 FROM EACH END M2 II SEE ELEV, AND AT MIDSPAN 1/4" MAX. ° FOR SPACING #8 X 3/4" SS FH SMS LOAD BEARING '° Q II 1 PER CLIP SHIM METAL STRUCTURE (n •• 1 /4" MAX. Ld < ° LOAD BEARING METAL W , 1 L3 SHIM STRUCTURE u TYPICAL ANCHORS It ' °' EE E27 II ao FOR SPACING EXTERIOR _ _ _ = TYPICAL ANCHORS N SEE ELEV, 30 ° FOR SPACING II DOOR FRAME WIDTH 1X8 OR LARGER II WOOD BUCKS II 11 00 ---- — — — °� N ui 1 /2" MAX. _-_ _ _ _'_ t" LOAD BEARING >. a 0 H � SHIM �. o to N II N EXTERIOR N TYPICAL ANCHORS Ei SEE ELEV. Lij FOR SPACING DOOR FRAME WIDTH 0 II o EXTERIOR w EXTERIOR00 DOOR FRAME WIDTH N N eggqillitl/tf w Title: Drawn By: e�\, � .Nj lV SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant . °� gCEN& �� i ` Windows & Doors Description: Date: WERE STRONGER'" e° NO. 58705 4-TRACK DOOR DETAILS 5/22/19 3760 W. 104th Street, Hialeah, Fl. 33018 Tel: 305,593,6590 I Fax: 305,593,6592 — "Zi 2X8 OR LARGER WOOD BUCK FOUR (4) TRACK DOOR DETAILS PREPARED BY LYNN MILLER Revision: Rev. By: Rev. Date: OR 1070 TECHNOLOGY DRIVE 0 •. TAT WOOD STRUCTURE ORIGINAL ISSUE N. VENICE, FL34275 � ' . °�ORiDopi"P.•' (941)4801600 °• Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 //J c5�p gg��� /`�' GWINDOWS DOORS SGD-T. 150 LMI N.S. 21 OF 28 SGD150LM1-NOA 0 AL RIGHTS RESERVED CERT. OF AUTH. #292967 A. LYNN MILLER, P.E. P.E.# 58705 10-16 X 1/2 PP HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" O.C. IN .1: II II O 90' CORNER O 135' CORNER / r i.. it jl r%% ii • N, Ii ij it jj ij #10-24 X 1/2" #10-24 X 1/2" I! IN FH THREAD CUTTING SCREWS FH THREAD " CUTTING SCREWS " 33 1 o ji i! AT 6" FROM ENDS & 12" O.C. AT 6FROM ENDS & 12O.C. II w Ii jj a. L w E32 � p 2 p 2 �F' O� E31 p0 EXTERIOR EXTERIOR D.L. OPG. 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„ 0 Ob h� (4) ANCHORS Al ^� (4) ANCHORS PRORUC f REV1660 �\� as C"bift Wkh the Fl�irII& 6„ 6„ 8„ ccoptance No X# to =i S °� (6) ANCHORS (6) ANCHORS 6 3 6 3 8 3 I 3" 6 I 3 8.. 3" L>' (8) ANCHORS to (8) ANCHORS Drawn By: `��116111I/li! err 6 3 6 3 $" G" i 3" C„ 3" $ Title: ��t y /�uf ! Impact Resistant �,`°°° SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK �g�CE TWO (2) TRACK THREE (3) TRACK FOUR (4 TRACK TWO (2) TRACK THREE j3� TRACK FOUR (4 TRACK ® Windows &Doors Description: Date: ° WE'RE STRONGERTM No, 53705 ' CORNER DETAILS 5/22/19 3780 W. 104th Street, Hialeah, Fl. 33018 Tel: 305.593.6590 I Fax: 305.593,6592 Revision: Rev. By: Rev. Date: _ PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE 'C/ ORIGINAL ISSUE N. VENICE, FL 34275 ' •° ° ®` °�<CRi© (941)480-1600 r �t°......•IN 40 rre Series Model: / Scale: Sheet. Drawing A No. Rev: COPYRIGHT© 2019 k3/ !!!! DOOR i NAL 1 i y,\ SGD-150 LMI N.T.S. 22 OF 28 SGD150LMI-NOA 0 ALL RIGHOTOS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 TYPICAL ANCHORS TYPE A, B OR C M AT 6" FROM ENDS AND 9" O.C. INTO WOOD/CONC./METAL 1-1/8" MIN, 6" O.C. INTO BLOCK ONLY 1-1/2" MIN. WOOD EMBED TYPICAL PAD PILE INSTALLATION LOCATION SEALANT EDGE DIST, 1-1/4" MIN, BLOCK EMBED 1-3/4" MIN. CONC. EMBED 1 /8" MIN. METAL THICKNESS EXTERIOR MOUNTED CONC, 2 POCKETED JAMB 15 I wood NtXA METAL z_ In O J � EXTERIOR TYPICAL AT PANEL 4 CORNERS t0 L''X'1•L'.'tGl V tG DOOR FRAME WIDTH POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.L) AGK impact Resistant 'mow`.° v���f�1sF °•. C Windows & Doors � WE'RE STRONGERTM _ No. 53705 Description: Date: s DET AILS 5/22/19 3780 W. 104th Street, Hialeah, Fl. 33018 Tel: 305.593.6590 Fax: 305.593.6592 — 13, PREPARED BY LYNN MILLER 41jzOF Revision: Rev. By: Rev. Date: i ORIGINAL ISSUE N. VENICE, FL 34275 % "✓a'°•. "' (941)480-1600 ✓jar '••.....•°e �` A� 1 /�/f NAt�. Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 CGI WINDOWS & DOORS SGD-150 LMI N.T.S. 23 OF 28 SGD150LMkNOA 0 ALL RIGHTS RESERVED CERT, OF ALITH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS E1 CGI-183 FRAME SILL 2 TRACK 6063—T6 CGI EXTRUDER — M2 CGI-171C FIXED PANEL CLIP (2-1/2" LONG) 6063—T5 — 3 ® FIXED PANEL E2 CGI-151 FRAME JAMB 2 TRACK 6063—T6 CGI EXTRUDER — M3 CGI-173 FIXED PANEL SHIM NYLON — 2 PER FIXED PANEL E3 CGI-186 FRAME HEAD 2 TRACK 6063—T6 CGI EXTRUDER — M10 CGI-176 FRAME HEAD ANTILIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. E4 CGI-153 EXTERIOR INTERLOCK 6063—T6 CGI EXTRUDER — M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. — E5 CGI-154 INTERIOR INTERLOCK 6063—T6 CGI EXTRUDER — M12 — BOTTOM RAIL STIFFENER, 1" LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL E6 CGI-155 MAIN STILE 6063—T6 CGI EXTRUDER — M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL E7 CGI-156 TOP & BOTTOM HORIZ 6063—T6 CGI EXTRUDER — M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL E8 CGI-157 SILL RISER 6063—T6 CGI EXTRUDER — M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063—T6 CGI EXTRUDER — M14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063—T6 CGI EXTRUDER — M15 SGD-507 KEEPER ZINC SULLIVAN INST, W/ 2 #1OX3/4" 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 ggggggg E11 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) Eta CGI-1028 FRAME HEAD 4 TRACK 6063—T6 CGI EXTRUDER — ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) E29 CGI-1029 FRAME SILL 4 TRACK 6063—T6 CGI EXTRUDER — ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) E30 CGI-1030 FRAME JAMB 4 TRACK 6063—T6 CGI EXTRUDER — E31 CGI-1057 FEMALE CORNER ADAPTOR (90') 6063—T6 CGI EXTRUDER — DOUBLE LOCKS: REQD. AT 90' AND 135' CORNER PANELS ONLY bobbobbobb E32 CGI-1058 FEMALE CORNER ADAPTOR (1350) 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 Vy FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED PRODUCf REVIWO CONNECTING BAR (PART #HD-3310142) as campkingWith ZINC HANDLE SET ftu*ucc Accept u0 j ° 0 e) SECURED WITH (2) 6-32 X 1-1/2" OH MS E ° to STEEL KEEPER (PART #HD-3310143) (42 SECURED WITH (4) 10-24 X 1/2 vp PH THREAD FORMING SCREWS 6 �,�. t ��q�4llEli/i, Title: Drawn By: �� L / l' s� SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I) AGK Impact Resistant b bog el ®Windows & Doors 4 Description: Date: WE'RE STRONGERTM NO. 58, rrae _ GJ BILL OF MATERIALS 5/22/19 3780 W. 104th Street, Hialeah, Fl. 33018 Tel: 305,593,6590 I Fa:: 305,593,6592 Revision: PREPARED BY LYNN MILLER , Rev. By: Rev. Date: 1070 TECHNOLOGY DRIVE � ATE O ORIGINAL ISSUE N. VENICE, FL34275 y '� °�.�g oboof (941) 480-1600 is �� •'' �* p p d f//�P Series/Model: Scale: Sheet: Drawing NO. Rev: COPYRIGHT© 2019 g°'�' ,�i a ,r5 8 f SGD-150 LMI AGL RIGHTOS RESERVED N.T.S. 24 OF 28 SGD150LM1-NOA 0 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 4.735 5.921 1,340 •675 j j� • 120 1,340 .070 � .860-H Ap 847 LW 1,250 .070 .847 1,250 3,255 4,250 995 050 975 1.� 1.184 I� II .995 050 975 _A 1.184 �- 3,255 El 4,250 E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) .070 GLAZING BEAD GLAZING BEAD .070 LAM. GLASS INSUL, LAM. GLASS .995 .995 .075 .075 1.508 �{ 1,186 21 .640 .070 2.600 753 .070 2,600 E7 TOP/BOTTOM HORIZ 725 .065 .664 L*125 1.501 I 060 1.831 TOP/BOTTOM HORIZ (OPTIONAL) 3.000 .070 3.000 995 070 1 O FRAME 4.735 SILL (2 �i TRACK) 11 � 5.921 FRAME SILL (3 TRACK) 1.490 1,415 M2 FIX. PANEL CLIP 1.490 1.415 .156 3.000 .120� 1 EXTERIOR INTERLOCK (OPTIONAL) 2.005 3,750 3.750 2.005 2,755 .070 .155 .125 E6 MAIN STILE 1.366 695 3,750 MAIN STILE (OPTIONAL) 2.755 1,600 .070 3.510 1.870 1.610 1.870 3,572 .070 1.770 L3.188 3.000 .995 095 1,415 .060 265 E8 SILL RISER (OPTIONAL) 1,610 125 3.000 .095 1,770 1,415 .060 1.870 3.572 L2.005 1.255 2.005 .070 1.625 .070 2,005 19 2.005 E5 INTERIOR INTERLOCK 582 INTERIOR INTERLOCK (OPTIONAL) 1.255 1.186 E14 OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE .995 � � 2,120 2.005 1.501 Oho 1.831 POCKET HOOK INTERIOR (OPTIONAL) TRACK ASTRAGAL watwtanuo Wang CO& ce N0 = &fj L*rto .; I _ � 3,750 F.155 1,825-�{ 125 .125 1,310 INTERLOCK REINFORCING .156 E4 EXTERIOR INTERLOCK .070 3.510 1.soo 1,870 .625 1.920 2.670 2 f� .625 SILL COVER(OPTIONAL) .572 ttllEill//. III 150 ALUM SLIDING GLASS DOOR (L.M.I.) Drawn By: AGK Impact Resistant �Windows iAtls RaN& Doors 3780 W. 104th Street, Hialeah, Fl. 33018 Tel: 305.593.6590 1 Fa:: 305.593.6592 `y� iL�/f�A ✓/:^ e•°�tCEr� a �� a, ,� = �Ic3. 5705 e ° -` `• FATE O� s . • e Vat toot�ORIC3Q . •' �\ /// &�5�� 6 i f�(t B! l i i L t \`\ A. LYNN MILLER, P.E. P.E.# 58705 741 2,591 3.341 ,062 .625 E8.1 SILL RISER (OPTIONAL) Title: SENTINEL Description: EXTRUSIONS Date: 5/22/19 A 2.005 E23 OUTER TRACK ASTRAGAL (OPTIONAL) 1070P TECHNOLOGY DRIVE R N. VENICE, FL 34275 (941) 480-1600 Revision: ORIGINAL ISSUE Rev. By: Rev. Date: Series/Model. SGD-150 LMI Scale: N.T.S. Sheet: 25 of 28 Drawing No. SGD150LM1-NOA Rev: COPYRIGHT© 2019 CGI ALL RIGHTWINDOWS S&DOORS RESERVE CERT, OF AUTH. #292967 1.886 1,375 510 5 2.270 1060 1254,125 L7128 .128 260 �'640 190 1,650 2 FRAME HEAD COVER 3.528 11 886 125 1 485 4,765 .065 -Y7 1.330 .080 1.621 640 L 190 .774 � 17� 0 1.1 r LC ( 2.412 1.520 1 j � 344 .060 886 --�I 1.347 �L=r 2.581 -.625 Q FRAME SILL COVER E2 FRAME JAMB (2 TRACK) E31 O FEMALE CORNER ADAPTOR (90') E32 FEMALE CORNER ADAPTOR (135') O E33 MALE CORNER ADAPTOR .243-1 1.375 1.791 060 1.620 j 2 Q FRAME JAMB COVER 5.951 ,080 1,620 .725 .065 125 .545 1.620 1.508 090 - .065 .664 .625 - - FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP C REYMM 81, g with The Fkwi& 0'cmPly W4diagode Acceptance No 1 �640*3403 tc redactLa caliI `EI11(1 Title: Drawn By: f LYNNImpact SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK \\�\� Resistant Windows &Doors�0® \cENs v' 4 Description: Date: WE'RE STRONGER"' `7`�.",° o 13 No. 58705 EXTRUSIONS 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 — Tel: 305.593.6590 I Fax: 305.593.6592 — Revision: Rev. By: Rev. Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE a ORIGINAL ISSUE N. VENICE, FL34275 '• S ^.T �<ORId� (941) 480-1600•, . •°� Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 ✓/� " ° "i ��° CGI WINDOWS & DOORS / 1 OaL SGD-150 LMI N.T.S. 26 of 28 SGD150LMkNOA 0 ALL RIGHTS RESERVED /� / 11 1 ` p i i ;; CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 4 TRA FRAME BOTTOM CORNER 4 TRACK SHOWN 7,750 -'080 S2 .925 .857 1,250 E28 FRAME HEAD (4 TRACK) FRAME SILL (4 TRACK) !0 !0 7. !0 !0 FRAME JAMB (4 TRACK) F,1i1llft/l,• Z�] SENTINEL 150 ALUM SLIDING GLASS DOOR (LM.I.) AGK Impact Resistant ���, o•. •• • A•S �� /% • �cEni �F Windows &Doors � WE'RE STRONGER'"°' eel°° Ile,ON Description: Date: a NO.58705 INSTALLATION DETAILS, EXTRUSIONS 5/22/19 3780 W. 104th Street, Hialeah, FL 33018 Tel: 305,593,6590 I Fax: 305,593,6592 _' _ —_ B �® f PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Revision: Rev. By: Rev. Date: ORIGINAL ISSUE N. VENICE, FL 34275 (941) 480-1600 i':'� °°° ° • •� OR;O ° .Ile •' k �` tell �`/ &10NA Series/Model: Scale: Sheet: Drawing No. Rev: COPYRIGHT© 2019 WINDOWS & DOORS G SGDI -150 LMI N.T.S. 27 of 28 SGD150LM1-NOA 0 AL RIGHTS RESERVED CERT. OF ALITH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 S2 S2 S2 FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER S2 MITERED BEAD CORNER (TYPICAL) V` m V S2 S2 9 ME A"tRace No, 1 - Ia PANEL TOP/BOTTOM CORNER / FRAME BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) 2 TRACK SHOWN \\\`Ilslll/ar� Title: Drawn By: �� �\A , ...Ir .. •/V SENTINEL 150 ALUM SLIDING GLASS DOOR (L.M.I.) AGK Impact Resistant GENSF Windows & Doors Z Description: Date: WE'RE STRONGERTM Np 5$705 INSTALLATION DETAILS 5/22/19 3780 W. 104th Street, Hialeah, Fl. 33018 Tel: 305,593,6590 Fa:: 305.593.6592 Revision: Rev. By: Rev. Date: = a PREPARED BY LYNN MILLER ' ` 1070 TECHNOLOGY DRIVE FRAME BOTTOM CORNER � %°• SAT L \ 3 TRACK SHOWN ORIGINAL ISSUE N. VENICE, FL 34275 `cLORID�.•' ` il/ ° (941) 480-1600 • • ...... �a�� oar at Series/Model: Scale: Sheet: Drawing Rev: No. R COPYRIGHT © 2019 ✓ o� pp /�/ CGI WINDOWS & DOORS f! a te��L l \\ SGD-150 LMI N.T.S. 28 OF 28 SGD150LMImNOA 0 ALL RIGHTS RESERVED CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705