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HomeMy WebLinkAboutNOA - MISSILE IMPACT RESISTANCE I b�EAMR ADE RECEIVED MIAMI-DADE"COUNTY o JAN 0 7 z.22 q F JQ'Ej,-,'J F Ei F I ' PRODUCT CONTROL SECTION 6 �(,�;Ilia (( ��U/�'('1P A� I ,��, i11805SW26Street,Room208 DEPARTMENT OF REGULATOR AND 1900NOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRA170NOMSION �= a U .( �j ��'(786')315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) M �ram' www.miamidade Gov/economy CGI WINDOWS and DOORS,INC. 3780 W. 104"Street HL 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 Country 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. RiER 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/comers, see limitation note 4,below. 3. Max shim not to exceed 'h"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 PSY Seep 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 itii,aM�•oa oe coin nr Expiration Date: September 22 2025 Approval Date: September 10,2020 Page 1 I CGI W�OWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS { I. 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 L 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.(subiriitted 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 FB;C TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-9.4 , 5) Cyclic Wind Pressure Loading per FBC, TAS 2031-94 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 1 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, DurasealO and Super Spacer® insulating glass spacer,prepared by Certified Testing Laboratories,Nest Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont`Butacite"PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont`Butacite"PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Testing Laboratories,.Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & sealed by Ramesh Patel, P. E. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0729.06 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-1 r i i " I I CGI WINDOWS AND DOORS,INC. j NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: `I) 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 201-941 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.i1, TAS 202�94 along with marked up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory, LLC, Test Report No. HTL4080-1208490, 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 413-1121.08 /#12-0821.16). 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. i D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER)i 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. 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 . j i CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA# 15-0619.06, expiring on Sep.22, 2020. 2. Test proposal for the qualification of Butacite®PVB glass interlayer by', Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm7edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime- Gascon, P.E. 3. Test proposal# 14-0198, approved on 02/26/2014, signed by, Ishaq I. Chanda, P.E. 4. Test proposals# 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal# 11-1225 dated DEC 16, 2011 signed?by Jaime D. Gascon, P.E. Test proposal# 09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. Evidence submitted under-previous approval. A. DRAWINGS 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05%20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. B. - TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources-(RER), E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6th edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad)P. E. G. OTHER j 1. This NOA revises NOA#-17-1011.18, expiring 09/22/2020. 3. Evidence submitted under previous approval A. DRAWINGS 1. Drawing No. SGD150LNU-NOA Rev O (former W1.0-31 Rev O), titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets l 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 s��� �• L��.n�. 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 I . r i CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED j 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), I 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. 151201.11 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, Inca(former E.I. DuPont De Nemours & Co., Inc.) for their"Trofosil® Ultra Clear, clear & color PVB Glass Interlayer", expiring 07/08/24. F. STATEMENTS l. Statement letter of conformance, complying with FBC 0 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.- j 3. Test Proposal No. 19-0219 issued by the Product Control Section, dated March 13, 20'193 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 iengineering 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 C'GI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. New Evidence submitted A. . DRAWINGS 1. Drawing No. SGD150LMI-NOA Rev A (former SGD150LNH-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 71b Edition _ (2020), dated 07/20/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04, -09, -12 and -16. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0729.06 Expiration Date: September 22,2025 Approval Date: September 10,2020 E-5 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE'SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc: for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company(MA) (former Solutia, Inc.) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core", expiring on 12/11/2023. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Compapy (MA) (Former Solutia Inc.) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. (former E.I. DuPont De Nemours & Co:, Inc.) for their"Trofosil®Ultra Clear, clear & color PVB Glass Interlayer", expiring 07/08/24 F. STATEMENTS 1. Statement letters of conformance to FBC 2020(7th Edition),:dated 07/20/20, prepared, signed & sealed by Lynn Miller, P. E. 2. Statement of Lab compliance as part of the test report. G. OTHER 1. This NOA revises &renews NOA#19-0603.03, for FBC 2020 update, expiring 09/22/25. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chi da, P.E. j . I i i 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 I I 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 EDMON)/2020 (71H EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). " 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY.TO TRANSFER APPLIED PRODUCT LOADS .TO THE BUILDING STRUCTURE. PRODUCT REVISED as complying with the Florida ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS Building Code - AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE NOA-No. 20-0729.06 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ' Expiration Date:09/2212025 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.. By: ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. _IG' e t•G a Miami-Dade Product Control 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 APPUCABLE 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 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM." LARGE/SMALL MISSILE IMPACT Title: Drown By: Impact Reslstent 014 LYNIV SENTINEL 150 ALUM SLIDING GLASS DOOR(LMI) AGK Windows&Doors •.•'�10ENSE ' �� weaE srtwxaal- � �• •':� �� COI DOORS AND WWDOWS,IN �C. �.' OescnpGen: Dete: 37aawiomsrREEr No.58705 COVER,INSTRUCTIONS 5/22/19 (305)66936590 me - sc Revfelon: Rev.By: R., Oats: PREPARED BY LYNN MILLERR Q 1070 TECHNOLOGY ORIVC ��••,• Tu- � �441 AT UPDATED TO FBC 2020, ADDED ANCHORS&BACK. AGK 7121/20 N.VENICE•FL 34275 t F (941)480.1600 �i Cis '••��R.DT`,•,','\G\�� Serfe modal: S-I.: Sheet: 0mw1n9 No. Rev: s/� �\ REGISTRATION M296 �/,///NAL 1 j 11.E SGD-150 LMI NTS 1 OF 28 SGD150LMI-NOA A11 A LYNN MILLER•P.E. P.ES 58705 6• 3' (8)ANCHORS TYP CLUSTER SHOWN `m 14' 3 TRACK \z MAX, HEAD ANCHORS 'n 2B2 13/16' MAX. ' M " DOOR FRAME WIDTH HEAD ANCHORS HEAD/ 48 1/8' ANCHORS IN PAIRS 2, 3 OR 4 PAIRS AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 NOM. PANEL WIDTH AT 3' O.C. 6' " 1 13/16- SEE CHART ON SHEET 15 HEAD/SILL FALSE MUNTIN FOR CAPACITY CORNERS MIN. OPTIONAL A -C E PRODUCT REVISED as comp)yIng with the Florida 1D "REINFORCING I Building Code AT INTERLOCKS. NOA-No. 20-0729.06 OPTIONAL Expiration Date:09/22/2025 II SEE SHEET 13 FOR CAPACITY M By;_i,.t...� o - i% I Miami-Dade Product Control 2 1/8 D.L. OP : 2 POINT 42 1/8- .. I . _ 'o cE 7o O SINGLE LOCK D.L. OPG. a r SEE SHEET 24 \ z _ N 0 FOR DESCRIPTION I \ z p a T �� S a0 3 to z l I' YQ_U Um aFr J to - POCKET J B � SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE 48 1 8- (SEE SHEET 6, B, 11 �gg55 mz (6)ANCHORS ENDS INTO CONC. AT 3'O.C. SEE CHART ON SHEET .PANEL WIDTH 48 1/8' & 12 do DETAIL M ON POCKET ` o CLUSTER SHOWN 15 FOR CAPACITY PANEL WIDTH SHEEP 23) JAMB ANCHORS ... (SEE SHEET E 23DFOR 3 TRACK _ 3' 3 TRACK 0 TY . ILL ANCHORS M B D F 4o---I _ B� 6� _• "-- - -- -------------- -- -- - - - -—'2 WED'-4D5T01- - - -(2)-WEEP-CLUSTER-'---- "2 WEEP-CVM--- --2'WEEP"aUSTOt' -1)-WEEP ------- "'- --'-- -- ,c1'- 111 lff; (1)WEEP CLUSTER__ -(2)W4EP aUSTER () () •� nee: Drawn By: OImpactResIdent .•''ic[ru SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows 8 DDDTC \�• SE '.•!�� escrip#on: Date: CGI DOORS AND WINDOWS,INC. No.58705 TYPICAL ELEVATION = :• 3700W RSA DWIND 5/22/19 HwFAli,FLas018 TESTED UNIT - ELEVATION (3os)rasa59a --p rr••11 Revision: Rev.By. Ray.Data: PREPARED BY LYNN MILLER �O'. �1�V D . OPENING 1070 TECHNOLOGY DRIVE ,(\ F •'(V D.LO HEIGHT = DOOR FRAME HEIGHT - 9 11/15' NO CHANGES THIS SHEET - AGK 7121/20 N.VENICE,FL FATE 34275 �`s .•<ORIOP.•'' \?� D.LO. WIDTH NOM. PANEL WIDTH - 6' (941)480-1600 /Div/SRONAL •' .... PANEL HEIGHT DOOR FRAME HEIGHT -1 3/16' Serfas/Model: Scale: Sheet: Drawing No. IRev: REGISTRATION#29296 �"111111SGD-150 LMI N.T.S. 2 OF 28 SGD15OLMI-NOAA - A LYNN MILLER,P.E P.E.#58705 - 6" 3" (8) ANCHORS ' .... CLUSTER SHOWN 2 TRACK HEAD ANCHORS i 14' rl MAX. 190 9 16" MAX. . DOOR FRAME WIDTH ANCHORS IN PAIRS HEAD ANCHORS A MAX' AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS HEAD/SILL AT,STILE ENDS SEE SHEET 15 6" MAX. 1 13/16" FALSE MUNTIN SEE3CHART ON SHEET 15 HEAD/SILL ' MIN. OPTIONAL Al C1 FOR CAPACITY CORNERS e REINFORCING AT INTERLOCKS OPTIONAL G 1 II II { j SEE SHEET 13 FOR CAPACITY Ivi II II 2 POINT 42 1/8- 42 1/8" `o & ENGLE LOCK Ef 24 D.L. OPG. D.L. OPG, a I q .a m ' FORSE DESCRSHEIPTION El o z 0 o �O a i/: //. //. //. 1i Qlo I m b oo [a _ o — a o� PRODUCT REVISED g o Y m as complying with the Florida - = o Building Code IN 11 o g j D 1 o o I NOA-No. 20.0729.06 J LU Expiration Date:09/22/2025 SILL TYPE 82 ANCHORS 2, 3 OR 4 PAIRS 4H 6" r Miami-Dade Product Control ANC ORS AT STILE ENDS AT 3" O.C. SEE CHART ON 48 1/B' 2 TRACK �" CLUSTER SN WN SHEET 15-FOR CAPACITY PANEL WIDTH PAPIEL WIDTH POCKET JAMB ANCHORS in o 2 TRACK JAMB ANCHORS - SILL ANCHORS " n MAX. TYP. D.L. OPENING g1 D1 D.LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH = NOM. PANEL WIDTH - 6" ff::� I_ PANEL HEIGHT DOOR FRAME HEIGHT-1 3/16' (TESTED UNIT) 8' tl' ..1- 8' 6" _ FJ4 _ TYPICAL ELATION .(09aP mina --_.---- (2)No ama (2)ten'ausim (t)'Em ous"---- p)vw ai6m nna: Drawn By: Impact Resistant �G...... REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Wlndomrs&Doors �,•' 4acEniSF••,l� ; weir mmxcts- 2'; ';�A Dee p/on: pale; CGI DOORS AND WINDOWS,WC. No.58705 3750 W 1o4TH STREET _ . ELEVATION 5/22/19 (305)305)593.05RTI0 PREPARED BY LYNN MILLER TO a- �`. Revielon: Rev.Dy: flm Date: - :• j 1070 TECHNOLOGY DRIVE ��.'• ATE F (V\ NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE.FL 34275. i '.,Ft 0.RIGT.•' ��;" (941)480.1600 %lS / Serlas/Model• �'5 cale: Sheah D,,I g No. Rer. REGISTRATION#29296 �/'Si1"NALIE\\\�� SGD-150 LMI N.T.S. 3 OF 28 SGD16OLMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 - - - - (8) ANCHORS (8)ANCHORS - - - �8^ 3 - CLUSTER SHOWN CLUSTER SHOWN - • TYP. ..... � .... - ($EE SHEET 22)... 14' EXTERIOR EXTERIOR 3 TRACK \z_ MAX. - HEAD ANCHORS 149 5/16° - - 146 9/16" -97 3/4- - n - DOOR FRAME WIDTH - DOORFRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS 14' MAX. HEAD ANCHORS - • - FALSE MUNTIN ANCHORS IN PAIRS 2, 3OR 4 PAIRS' HEAD/SILL, 2 OR 4 PAIRS OPTIONAL 48 1/8• AT CORNER STILE ENDS 6' • AT HEAD/SILL/JAMBS. AT STILE ENDS SEE SHEET 15 SEE CHART ON SHEET 15 HEAD MOM. PANEL WIDTH - AT 3"O.C. 1 FOR CAPACITY SILL 9 ' SEE CHART ON SHEET 15 - CORNERS 1 1 FOR CAPACITY MIN. r REINFORCING m AT INTERLOCKS OPTIONAL SEE SHEET 13 M H H 0 FOR CAPACITY 2 POINT n — — DOUBLE LOCP S z D 2 1/8 SEE SHEET 2 L) O.L. OP - c°o D FOR 42a i/1///.� 8.-m - 42 1/�. 8. -DESCRIPTION N I D.L. OPG. DOUBLE D.L. OPG. SEE 24O LOCKS FOR DESCRIPTION o , pn° C, - ,. gzu B D F x x v POCKET' - SILL TYPE 62 ANCHORS SILL TYPE B2 ANCHORS 48 1/8' 48 1/8' 48 1/8 4B 1/8- g L I JAMB ANCHORS 2 OR 4 PAIRS 2, 3 OR 4 PAIRS PANEL WIDTH PANEL WIDTH 0 - AT CORNER STILE ENDS. AT STILE ENDS PANEL WIDTH PANEL WIDTH 3 TRACK _AT 3" O.C..- —___ _ __, _- _ _ _ __ _ _ ___ ___ - ____—_ _ -JAMB-ANCHORS__ "SEE CHART-ON-SHEET-15-- _-- - - . FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY 3'- (4)r ANCHORS - EXTERIOR - (6)ANCHORS_,_---- EXTERIOR -. ` r 3 TRACK . . .. ? MAX TYP• CLUSTER SHOWN CLUSTER SHOWN SILL ANCHORS, PRODUCT REVISED rnf°; Dawn By. noswant t,Y NN ' as complying with the Florida SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK lVlndows 8 Doers ���'�ICErIe''�%C�'•� Bullding Code (TESTED UNT» Q�. •'�"� "NOA-No. 20-0729.06 TYPICAL ELEVATION O''SCppuO°' 0atar 38DOW104iHHsrnRE.ETOWe,1Ha N0.58705 � Expiration Date:09/22/2025 HKEAH,FL3351e ELEVATION 5/22119 (305)b9s4m BY: 4e+., - -Rev.By. Rev.Date: MI- PREPARED BY LYNN LLER r"D Rerfelon: �� MIemF 1070 TECHNOLOGY DRIVE-Dade Product Control ��. 5 ATE F .'•�\ , NO CHANGES THIS SHEET AGK 7I21I20 N.VENICE,FL 34275 ,c (941)48D-1600 s ... Sedwlhfodef: IS-I.. Sheet: Drawing No. Rev: REGISTRATION#29298 SGD-150 LMI N.T.S. 4 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. .P.E.#58705 _.DODR FRAME W.1""� FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PAL WIDTH NON-RZMEWIDTH CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS \ SEE CH WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. X(SHOWN) H L FOR DOORS USING 90' & 135' CORNER STILES XX c H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXO 1� XXX(REVERSE) o ' 0 0 © EXTERIOR 0 H NON-REINF. I SEE CHART ON SHEET 13 H L J1 H � H H o: L XXXXXX(SHOWN) © O O 90'CORNER DETAIL'0-ON SHEET 22 J7 OH OH 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 H J H - — H R 0o K a XXXXXX(SHOWN) © EXTERIOR yJ 90'CORNER DETAIL'0' ON EET 22 135' CORNER DETAIL'P' ON SHEET 22 NON-REINF. INTERLOCKS DOOR FRAME WIDTH OPTIONAL IN O FRAME WIDTH EU OF J SEE CHART ON SHEET 13 � ' PANEL = H j H G o: ' S N 0 J � XXXXXO(SHOWN) © - HO EXTERIOR 90' CORNER DETAIL'0'ON SHEET 2 OH HO ON _.__. OXXXXO 135'CORNER DETAIL'P' ON SHEET 22 NON-REINF. INTERLOCKS _ -PRODUCT-REVISED- _____ _-----oPnONAL-IN-LIEU-OF-Jl- - - - ---- ------ - ---- SEE-CHART-ON-SHEET-1-3 ----- -- APPROVED CONFIGURATIONS as complying with the Florida Title: Orarn Sy., Building Code Impact Resistant pD�••,.,•,!V �, NON-POCKETED DOORS (NON-REINFORCED SHOWN) ( ) Windows �•'•�10ET'1S•�/� �� NOA No. 20-0729.06 SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I- AGK R9MD&Doors SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS COI DOORS ANDWINDOWS,INC. Expiration Date:09/22/2025 sc p on: Date: THREE 3 TRACKS By:_is-? I. ;, l31'780WI STREET _1; No.58705 � CONFIGURATIONS 5/22119 5936590 - MIamHDade Product Control t�5) NOTE: Rev,By: Rev.Date: PREPARED BY LYNN MILLER — ) t7 Revision: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 10io TECHNOLOGY DRIVE O � TN EOM 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 ��� R ORIDP,.•' �� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. / 9 (941)4e0-1600 s 0..A G� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Seriea Model• Scale: Sheet OSG 50 Rev: REGISTRATION#2929e /'S�IiNALj1N\` SGD-150 LMI N.T.S. 5 DF 28 SGD150LMI-NOA A A,LYNN MILLER,P.E. P.E.#58705 i 000R FRAME W. - DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PANEL WIDTH NON-REINF. INTERLOCKS AREPRSENT.CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. H L FOR DOORS USING 90' & 135' CORNER STILES x H LIMIT MAX. DESIGN LOADS TO ±60.0.PSF l(L ° la o PXXX(SHOWN) Q QH E RIOR QH XXXP ' DOOR FRAME WIDTH DOOR FRAME WIDTH PANEL WIDTH NON-REINF. INTERLOCKS r SEE C T ON SHEET 13 _ li ti l0 �I O l Oa °i o 6- 6- a I a a o M M S � J PXXXXXXP(SHOWN) O O EXTERIOR 0 90• CORNER DETAIL'0' ON SO 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 SEE CHART ON SHEET 13 tj H J H - w F-E I .l oa rn o 6- H H t Id , o o PXXXXXX(SHOWN) O O EXTERIOR O O -0 PANEL WIDTH O XXXXXXP O 90' CORNER DETAIL'O'ON SHEEP 22 POCKET 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 - SEE CHART ON SHEET 13 I� ° o to - - -- - - - -. a. o M N o OM OH O90' CORNER DdAL'0' ON SHEET 22 J OH OH QN PXXXXXO(SHOWN) EXTERIOR 135' CORNER DETAIL'P' ON SHEET 22 PANEL WIDTH 111 I I I I I - - -- - --- --- - — ———- -- ---- -PRODUCT REVISED - --- OPnONAI IN-LIEU-aF J -- -- - - ---- - -- - --- -- - - - `v �// - APPROVED CONFIGURATIONS OXXXXXP ascompIlIng-Rh the11orida TRI.; Dmwn By. ImpactResIstMt POCKETED.DOOR DOORS Building Code 110ENg (NON-REINFORCED SHOWN) SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK 'O Wl STR 8 Doers `�Qr.••• F'•.(��: SEE SHEET 13'FORD AND REINFORCING OPTIONS NOA-No. 20-0729.06 SAND WIN cm� - NOTE: P Expiration Date:09/22/2025 0—puon: Dato: DOI DOOR TH STRENOowa,wc. �r,' No.58705 3T80 w 161TH STREET THREE 3 TRACKS By:—I s+«�:• �,•.- 512v1 s HALERI.FL ss5,e — CONFIGURATIONS (305)593-MDO LYNN MILLER 2 I T POCKETS ARE NOT PART OF THIS APPROVAL MIamF-Dade Product Control Ravfoion: Rev.By.: V.Date: %O '- AND TO BE REVIEWED BY AHJ. - PREPARED BY � 1070 TECHNOLOGY DRIVE '•, ATE F - 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE.FL 34275 i Cis •°<)RIOA2. FOR APPLICABLE N ON REINFORCED „• (941)4eD-1000 % S ••• • G 3. FOR ANCHOR DETAILS SEE SHEETS105 THRU 23.REINFORCED DESIGN PRESSURES SEE SHEET 13. serf/Model: S-I.: sheet: Dr Ihg N. Rev: REGISTRATION#29298 ////olNALIEN\\\\ 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 6 of 28 SGD15OLMI-NOA A A LYNN MILLER,P.E. P.E.#59705 DOOR FRAME W MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED. REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 13F CORNERS SEE C1 IART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 Kt ARE PRESENT. H FOR DOORS USING 90' & 135' CORNER STILES e LIMIT MAX. DESIGN LOADS TO f60.0 PSF o 0 .. _ K7 Q—EXTERIOR------ XO(SHOWN) G1 OX FRAME WIDTH , REINF. INTERLOCKS SEE CHART ON SHEET 13 _ w S 17 K1 EXTERIOR - - DOOR FRAME WID A - - - MAX. FRAME WIDTH ' N O 1 w J1 _ o G7 - - _ - 0 J1 10 HO EXTERIO Gt CORNER DETAIL'0' ON SHEEP 22 OXO(SHOWN) 135' HRER'DEDtlL l;'w;rS OXO(REVERSE) OPTIONAL IN LIEU OF 41 FRAME.WIDTH MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 - PRODUCT REVISED, H H as complying with the Florida I" G J7 Building Code - p __ _ - - —"d -- Expiration Date:09/22/2025 — G Jay: 111. 2 0 EXTERIOR Miami-Dade Product Control G1 Q J1 OH G1 , OXXO 9o• CORNER DETAIL'0' ON SHEET 22 - XXXX(SIMILAR) - 135 CORNER DETAIL'P' ON SHEET 22 - OPDONAL IN LIEU OF J1 APPROVED CONFIGURATIONS nNe: Drawn Or. OlmpeDt Resistant ��� p1Y L.YAI NON—POCKETED DOORS (NON-REINFORCED SHOWN) - ` O . SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.IJ AGK WlR MR L 000T$ �� ' SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS W¢RE SRigMOEN" � L10EN5�•.,�� Descriptlnn: - Date: CGI DOORS AND WINDOWS,IND. Q':• •;��'�� TYPO (2) TRACKS 378LEAHD'TMsrREEr Th ND.58705 CONFIGURATIONS HA LEAH,FL 93016 5/22/19 (eo5l593a5go � //yy� NOTE: - - - PREPARED SY LYNN MILLER ' �'�-'7 Revisions - Rev.By. Ray.D.I. �1 ( I _ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1O7o TECHNOLOGY DRIVE ,� STATE F NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 p '(V� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN'PRESSURES SEE SHEET 13. F (941)480-1800 �s ••,<ORIOP,.•'• 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. seespdel: Scale: Sheet: Dmwing No. Rav S REGISTRATION#2D288. 9 NAIL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 7 OF 28 SGD750LMhNOA A // I1�NG 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.' NON-REINF. INTERLOCKS r 1 SEE CHART ON SHEET 13 0 Ci J , I •'ty,,H I Ci la la 0 J. L O EXTERIOR Kt O EXTERIOR O L1 PX(SHOWN) XP. PXX(SHOWN) XXP DOOM ROE W.I DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT: J1 � FOR DOORS USING 90' & 135' CORNER STILES I� m� B of I UI LIMIT MAX. DESIGN LOADS TO ±60.0 PSF U 7S I a �o a I IL a M M NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. PXXP EXTERIORp RNER DETAIL'0' ON SHEET 22 O 2• FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 135' CORNER DETAIL'P' ON SHEET 22 - 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. - OPTIONAL IN LIEU OF Jt DOOR FRAME WIDTH 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. - - - DOOR FRAME WIDTH NON-RdNF. INTERLOCKS 5= H H SEE CHART ON SHEET 13 lobo $ %o D0 Ip of la al a ;R1 a . M - M � L J O EXTERIOR 0 Oj O O PRODUCT REVISED as complying with the Florida PXXXXP 9V CORNER DETAIL'0'ON SHEET 22 Building Code 135 CORNER DETAIL'P' ON SHEET 22 NOA-No. 20-0729.06 OPTIONAL IN UEU OF J7 Expiration Date:09122/2025 DOOR FRAME WIDTH DOOR FRAME WIDTH NON-REINF. INTERLOCKS By: 'Is<>.•�,I E5,_L. » r I SEE CHART ON SHEET 13 Miami-Dade Product.Control 0 0 10 - AND POCKETS BE REVARE NOLYIED B OFF THIS APPROVAL 0 L O O EXTERIOR O HO K1 PXXXX(SHOWN) 90' CORNER DETAIL'0' ON SHEET 22 - ._._ _ _—..�.�_ __...____-___ _-___;:__.___�_____.135-CORNER DETAIL_T'_ON_SHELT_22_.__�PXXXO_ OPTIONAL IN LIEU OF J7 XXXXP Title: Drawn By: ImpactFlaslstaid Y LY OXXXP SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®IMMIDWS&Doors APPROVED CONFIGURATIONS - �� .•'• t-ICEryS POCKETED DOORS (NON-REINFORCED SHOWN) Description: - Dote 3780 w1WTH STREET INC. `Z-.� �. ••�(C� SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS HIALEAH,FL3301g - =At No.58705 - TWO (� TRACKS CONFIGURATIONS 5/22/19 (3D5)Dea5590 Rev(slon: Rev.By. Rev.Dote: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRNE �-0 NO CHANGES THIS SHEET AGK 7/21120 N.VENICE,FL 34275 �T•, S.ATE OF .•.'��` (941)480-1600 %,(CS•'•.;°i ORIDP.•'• Sedes/Model: Scole: Sheel: D-Whg No. R.,, i, s . (j SGD-150 LMI N.T.S. 8 OF 28 SGD150LMI-NOA A REGISTRATION#29296 i, 9NgL ENS` A.LYNN MILL99,101 I P.E.#56705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS DOOR FRAME WIDTH FRAME WIDTH WHERE STILE CONFIGURATIONS SHOWN ON SHEEP 22 NOM. PANEL WIDTH ARE PRESENT. NON-REI NF. INTERLOCKS SEE CHART ON s 13 FOR DOORS USING 90' & 135' CORNER'STILES H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF �Ag D H o w o- o 0 XXXX(SHOWN) OXXX XXXOX(REVERSE) © OH EXTERIOR 0 DOOR FRAME WIDTH FRAME WIDTH - NON-REINF. INTERLOCKS SEE CHART ON EET 13 H H K S . � XXXXXXXX(SHOWN) . OXXXXXXO 0 0 Q EXTERIOR Q U1 Q 0 Q Q 90•CORNER DETAIL'0' ON SHEET 22 NOM. PANEL WIDTH - 135'CORNER DETAIL'P' ON SHEET 22 OPTIONAL IN LIEU OF J7 PRODUCT REVISED -_- - -- NOTE: - - r-- -- - — - as-comp)yIng with the FloridaBui ,--- APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NOA-Ng Code NOA-No. 20-0729.06 NON-POCKETED DOORS (NON-REINFORCED SHOWN). 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. Expiration Date:09/2212025 ��� • By:—Ise...? i.Gl.�.L. SEE SHEET 13 FOR Op 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. Mlaml-Dade Product Control ----- --- -- -- - --- - -- -- -- --- ------- --- -- --- Titre: Drown By, Impact Has►St691 �1\ QNY LYNN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows&Doors :� ��.' �1cENs Desenp on: Oate: COI DOORS AND WINDOWS,INC. �� 3780 W 10M STREET No.58705 CONFIGURATIONS 5/22/19 (IA�5)B1L� sw1e Revision: Rev.By: Rev.Date: PREPARED BY LYNN MILLER ••. ?)AET 1070 TECHNOLOGY DRIVE Q S441 NO CHANGES THIS SHEET AGK 7/21120 N.VENICE,FL 34275 p 7!/� (941)400-1600 '���1 '••,<ORIDP•..•'•\C�� Sades adeL• Scale: Sheetr DmMn No. �OA. '/ . \G\9REGISTRATION#29296 ��,�NAL \O\SGD-150 LMI N.T.S. 9 of 28 SGD150LMI- A.LYNN MILLER,P.E. P.E#58705 THIS APPROVAL,QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF DOOR FRAME WIDTH FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART 0 SHEET 13 w H H H H K g G G XXXXXXXX(SHOWN) OXXXXXXo © O O QH JQ HO 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 p G 0 XXXXXXXO(SHOWN) - OXXXXXXO © HO OH 0 Q HO EXTERIOR OH OH --_-- -90'CORNER DETAIL''0'-ON SKEET22 135- CORNER DETAIL'P'ON SHEET 22 PRODUCT REVISED '- OPTIONAL IN UEU OF J as complying with the Florida Building Code NOTE: Non-No. 20-0729.06 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Expiration Date:09/22/2025 APPROVED CONFIGURATIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. NON-POCKETED DOORS- (NON-REINFORCED SHOWN) - By:_i s--. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. SEE SHEET 13 FOR Dp'AND REINFORCING OPTIONS Miami-Dade Poduct Control ` FOUR-�4� TRACKS —` 4.-DOOR-SHALL-MEET-EGRESS-REQUI REMENTS-AS-APPLICABLE PER-FBC.----------- rye: Drown By. Impact Resistant NY L`(A/j SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ®Windows it Doors VIM 9MONGA Descrfp00n: Date: CGIDOORSANDWINDOWS.INC. 3780 W 104TH 5TREET '.p HMEM.FL33010 =x5 No.58705 CONFIGURATIONS 5/22/19 (305)5n.8500 a u Revlslon: Rev.By. Re,Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY ORIVE 7 �.� d ..��`' NO CHANGES THIS SHEET AGK 7/21/20 N.vENICE,FL34275 0p^. F'1TE F (941)480-1600 iOs'•.•<Se �,.�•'GORION Orng RA REGISTRATION#29296 ZONAL ris/Alode: D rn t SGD-150LMI N.T.S. 28 •�C,��� � 77tt, t, 1111 A LYNN MILLEFf,P.�. 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 DOOR FRAME WIDTH NOM PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON S EET 13 _ Ia 41-i Io o I M H IaPXXXX . .. L XXXXP (SHOWN) MO Q, EXTERIOR QO Oo FRAME WIDTH :. NOM. PANEL WIDTH NON-REINF: INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 FN " •t; aI Ia g SIM M II L J PXXXXXXXXP (SHOWN) Q 0 OH QH Q O EXTERIOR 917 CORNER DETAIL'0' ON SHEET 22 135'CORNER DETAIL'P ON,SHEET 22 OPTIONAL IN ueu of J PRODUCT REVISED as complying with the Florida APPROVED CONFIGURATIONS - -,.- -- - _ - - - - - - .Building-Code - POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: t1OA-No. 20-0729.06 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Expiration Date:09/22/2025 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. By: I1` 7 I.G/_^ . FOUR (4) TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Miami-Dade Product Control POCKETS ARE NOT PART OF THIS APPROVAL. - 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. AND TO BE REVIEWED BY AHJ. nne: D.-By: Olmpact Resistant Oi�Y LYtq,V SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK yfindow&Doors ``,��•''0(E Description: Dote: CGI DOORS NTREET DOWe•INC. LQ,•• N '•,�� HIALEAH.FL 33018 __ zv ; 0.58705 EXTRUSIONS.BOM 5/22/19 (305)WsaseD Revls(on: - Rev.By: Ray.Dote: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE O STr TE�FZ• ' NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 T�•, el (941)480-1600 �.s ••:<oRlOi�,.••'��'� Sedes/Nodeh Scale: Sheak Drawing No. Rev. �Iv Sr REGISTRATION#29298 ii ONAL SGD-150 LMI N.T.S. �111 oF.28 SGD15OLMI-NOA A i 11 I l l l`� A.LYNN MILLER,b.A. P.E.#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 99 AND 135- CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22. ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 H loO10 � H H H la. g M c � L PXXXXXXXX(SHOWN) O Q HO OH QO EXTERIOR OH c2 XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI 9D'CORNER DETAIL'0' ON SHEET 22 NOT PART OF THIS NOA 135'CORNER DETAIL'P'ON SHEET 22 OPDONAL IN LIEU OF J FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 DOOR FRAME WIDTH r LL IO .. - H o lomo H o I M L3 o L. O OH OHOO OH EXTERIOR 0 OH PXXXXXXXO(SHOWN) - 90' CORNER DETAIL'0'ON SHEET 22 135' CORNER DETAIL'P' ON SHEET 22 .. - APPROVED CONFIGURATIONS OPTIONAL IN LIEU OF J PRODUCT REVISED - - -- _- POCKETED-DOORS (NON-REINFORCED SHOWN) _ - _ NOTE: _ _ _ SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS - - - - - - - - -- - as complying with the-Florida 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Building Code 2. FOR APPLICABLE NON REINFORCED OR'REINFORCED DESIGN PRESSURES SEE SHEET 13. NOA-No. 20-0729.06 FOUR (4) TRACKS Expiration Date:09/22/2025 . 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. BY:—Is,-7 1.._�'.w AND TO BE REVIEWED BY AHJ. MlamHDade Product Control rnle: Drawn By. ®Wladm DOOR ;�`\�QNY.. NN���',� SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ��.-''ViGENSF'•. DevcRPNan: Dota: CGIDOORSANDWINDOWS,INC. 37e0 W IOM STRE r • .: No.50705 CONFIGURATIONS 5l22/19 (05)66934690wte x Revision: .Rae By: Re,Date: PREPARED BY LYNN MILLER O 1070 TECHNOLOGY DRIVE •.. 7 TE F -((yam` NO CHANGES THIS SHEET AGK 7/21/20. N.VENICE,FL 34275 t R (941)460-1800 i��s •.,CDR101`.•''G\?� Series Madeh Scale: Sheet Orawin No. Rev: '/ s/ 9 REGISTRATION#29296 '///oNAL.IE��� SGD-150 LMI N.T.S. 12 OF 26 SGD150LMI-NOA A A.LYNN MILLER.P.E. P.E.#58705 DESIGN LOAD CAPACITY-PSF(GLASS) GLASS CAPACITY CHARTS , GLASS TYPES GLASS TYPES 'A' 8'Al' Noll D008 NUMBER OF INTERLOCKS INTERLOCKS PANEL MOTH FFAIIE HDOM PANELS W/O REINF. WITH REDIF. ierrrs mcBEs eunw[n EM.(+) INL(-) E r.(+) INT.(-) 24-1/8 10 60.0 1 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0. .80.0 38-1/e, 10 60.0 60.0 80.0 80.0 82 NOM. PANEL WIDTH 42-1/8 10 •80.0 � 60.0 80.0 80.0 46-1/8 10 60.0 60.0 80.0 80.0 54-1/8 9 53.3 53.3 71.1 71.1 2471/8 - 10 60.0 60.0 80.0 80.0 3D-1/8 10 80.0 60.0 80.0 80.0 NOM. PANEL WIDTH" 36-1/8 B4 10 60.0 6 0.0 80.0 80.0 42-1/8 10 80.0 60.0 80.0 80.0 - 48-1/8 10 60.0 60.0 80.0 00.0 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 80.o BQ0 .0.0 80.0 NOM- PANEL WIDTH. 36-1/8 90 10 60.0 60.0 80.0 80.0 - - 42-1/e 10 60.0 60.0 80.0 00.0 , 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 to 80.0 60.0 80.0 80.0 35-1/8 96 10 60.0 60.0 80.0 80.0 42-1 8 10 60.0 60.0 48-t 9 60.0 60.0 00.0 eo.o` NOM. PANEL WIDTH GL.AS TYPES - is - 'A','H','At', 'Hl' \ APPLICABLE FBC EGRESS INTERLOCKS REQUIREMENTS TO BE N n N „' . WITH REM. REVIEWED BY AHJ. EXT.(+) INL(-) .. 24-1/8 10 - - 60.0 60.0 - PRODUCT REVISED _ - as complying with the Florida 30-1/8 10 - - 60.0 60.0 1 'Bullding Code 36-1/8 10 - - 60.0 60.0 NOA-No. 20-0729.06 t9z SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS 42-1/8 to - - 60.0 60.0 ABOVE +60.0 PSF ONLY.: Expiration Date:69/22/2025 48-1/8 10 - - 80.0 60.0 INTERLOCKS INTERLOCKS By: Ili-, I. 54-1/8 9 - - 54.4 64.4 W/0 REINF. WITH REINF. ' Miami--Dade Product Control 24-1/8_„______-__ ._ip___ _.60.0--60.0- 30-1/8 Lo - - 60.0 60.0 NOTE: 36-1/8 60.0 50.0 GLASS CAPACITIES ON THIS SHEET ARE 42-1/8 10B - - 60.0 60.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 48-1/8 - - fi0.0' 60.0 AND FLORIDA'BUILDING COMMISSION 53-1/8 9 - - 54.4 54.4 DECLARATORY STATEMENT DCA05-OEC-219 24-1/8 10 - - 60.0 60.0 _.. - .. 30-1/6 10 - - 60,0 60.0 - 11111 II111 _ 38-1/8 114 10 60.0 80.0 ' .42-1/a 10 - - 50.0 60.0 Tllle; or-n By: 1......, 48-1/e 9 - - fio.o fio.o ImpeetResist6ld !�/ SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows&Doors 41cEM�F•,!!� wenE 1:f0011GFR•' `T'.'' 24-1/0 10 - - 60.0 60.O CGI DOORS AND WINDOWS,INC. IJo.58705 � 30-1/e 10 - - 60.0 fiD.O scriptlon: Date: 3790W 1047H e7REEf 36-1/8 120 10 - - fi0.0 80.0 - - HULLFJJI,FL 33018 GLASS CAPACITY CHARTS 5/22119 (306)593-SM 42-1/5. 10 - - 60-0. 60.0 - 48-1/8 9 - - 60.0 60.0 I RaWslan:- Rev.By. Rev.Date: PREPARED BY LYNN MILLER 0'., S ATE F - 1070 TECHNOLOGY DRIVE .p C(/�� NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL34275 %^S,''•:`<,oRlor. 'G��` .. (941)480-1600 """•�N ��' Sede/Model: Scale: Sheet:" 0mwidg No. JRev: REGISTRATION 429296 //�//IA/AL-i 111\, SGD-150 LMI N.T.S. 13 OF 28 SGD15OLMI-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 - Saflex CP With PET Care Saflex CP With PET Core Interlayer 07 Interlayer 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 Gloss Soflex Clear And Color Glass 090'Interlayer .090" Interlayer By'Eastman Chemical Co' By 'Eastman Chemical Co.' Saflex Clear And Color Glass Saflex Clear And Color Glass OR OR By 'Eastman Chemical Co! :By 'Eastman Chemical Co.' - .090' Interlayer - .090"Interlayer OR OR SentryGlas 3/8"AIR SPACE SentryGlas 090'Interlayer 3/8'AIR SPACE 090'Interlayer BR'Kuromy America, Inc.' B0R'Kuraray America, Inc' ro SentryGlas SentryGlas By Kuraray America, Inc.' By Kuray America, Inc.' O 09 Interlayer 3/16'TEMP. GLASS 090"Interlayer OR OR 0" Trosifol PVB - Trosifol PVB 090' Interloyer 3/16 TEMP. GLASS 090" Interlayer By'Kuraray America, Inc.' By 'Kuraray America, Inc.' Trosifol Trosifol PVB By Kurorcyay 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 - GE SCS 1200 w GE SCS 1200 - GE SCS 1200 GE SCS 1200 DOW CORNING 791, m DOW CORNING 791, m DOW CORNING 791, - DOW CORNING 791, z .899, 9B3 & 995 ? u, 899, 983 &•995 � � z m 899, 983 & 995 ? 899, 983 & 995 M1 XL EDGE SPACER '� M1 M1 XL EDGE SPACER ST. STEEL BY 'CARDINAL' cs cs OR ro SETTING BLOCKS Si. STEEL BY 'CARDINAL' OR DURASEAL BY'QUANEX' AT 1/4 POINTS'ON UTES DURASEAL BY'QUANEX' 14 SETTING BLOCKS Q1 OR WIDER THAN 36" 4 SUPER SPACER BY 'QUANEX' P'i EPDM P4 O AT 9 POINTS ON LffES O OR / O DUROMETER 85t5 O SUPER SPACER BY'QUANEX' 1 WIDER THAN 36" 1 - SETTING BLOCKS p� 1 R'i SETTING BLOCKS W EPDM AT 1/4 POINTS ALL SIZES W - W 1 [r .DUROMETER 05f5 [ti FPDM AT 1/4 POINTS ALL SIZES W W DUROMETER 851-5 EPDM DUROMETER BSfS GIe1SS TYPE 'A' GLASS TYPE 'Al' GLASS 'TYPE V GLASS TYPE 'B1' 7/16-OVERALL LAM. GLASS 1" OVERALL INSUL LAM. GLASS 7/16"OVERALL LAM. GLASS 1'OVERALL INSUL LAM. GLASS PRODUCT REVISED as comp GLAZING OPTIONS Building lying the Florida NOA=No:-.-_ -20=0729.0 - - --- Expiration Date:09/22/2025 By; Miami—Dade Product Control Title: - Dmwn By. OImpact Peslslnot ��\ O ..N/� SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK Windows&Doors Licenl' Weae IONOF�N� �(':• S8705 sc p on: ate; C01000A.S AND WIN s,INC, No. 37e0W106THS7REEr- -7'C,:• 5/22/19 HIALEAH,FL33019 - GLAZING DETAILS 1305)5936590 D -_ PREPARED BY LYNN MILLER 7,1 '• eyr Z�a-b LYE Revision: - Rev.By: Rev.Oafs: 1070 TECHNOLOGY DRIVE �Q�•. J7 aTE F ••�� ADDED BACKBEDDINGS AGK 7/21/20 N.VENICE;FL34275 04 (941)480-1800 i��S ORION SeAes/Modai: Orawin Scale: Sheet: fl No. Rev: REGISTRATION#29296 /v7/'ONAL iC-t l\ SGD-150 LMI N.T.S. 14 OF 28 SGD15OLMI-NOA A A LYNN MILLER,P.E. P.E.658705 DESIGN LOAD CAPACITY PSF(ANCHORS .TYPICAL ANCHORS: SEE ELEV. FOR SPACING f --- 4,1 TYPICAL ANCHORS IN /r TYPICAL ANCHORS IN-- CLUSTERS f 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.R A C) (TYPE ez) AT HEAD THRU 1BY BUCKS OR DIRECTLY INTO CONCRETE CHART FOR QUANTITIES STRUCTURE CHART FOR QUANTITIES CLUSTER AT CLUSTER AT OR S NOTE SH 1 EDGE DIST. WOOD CKS STILE/INIERLDCK ENDS SRLE/INTEALDCK ENDS JAMBS 1-1/4" MIN. EMBED INTO CONCRETE EDGE DI5T. ♦ B e -a 0 8 THRU 1BY BUCKS OR DIRECTLY INTO MASONRY 3 5/8" PANEL WIDTH FRAME: Exr.(+)EXT.(+)EXT.(+) ENT.(+) 00'.(+) EXT.(+) 1-1/4" MIN. EMBED MASONRY (® JAMBS) 3 KSI CONCRETE•: •r.4. ;,:<:. RMHES Iucaes INT. IM.(- INI'.(-) INT.- IM.(-) INT.-) - 24-1/8 80.0 - - 80.0 - - INTO.2BY WOOD BUCKS OR WOOD STRUCTURES 30-1/a eo:o - - 80.0 - - 1-1/2" MIN. PENETRATION INTO WOOD -�- 36-1/8 82 78.2 80.0 - - =i37 Ks 42-1/8 i2.4 eo.0 68.7- 80.0 - TYPE 'A'-1,/4" KWIK-CON II+ BY 'HILTI'(Fu-136 KSI, KSI) 48-1/8 56.8 80.0 63.4 ao.o - AT HEAD, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 54-1/5 52.8 71.1 - 59.6 71.1 71.1 SILL & 1-3/8" MIN. PENETRATION INTO WOOD gZ 24-i/6 - 458.,471.0171.LLI eo.0 - - JAMBS L`5, ANCHOR TYPE A ID x 3o-1/e 80.0 - N IA ANCHOR TYPE A 3s-1/e .71 s' 60.0 - TYPE 'B'-1,[4" ULTRACON BY 'ELCO'(Fu=177 KSI,Fy=155 KSI) INTO 2BY WOOD BUCKS a HRU 1BY WOOD-BUCKS 84 AT HEAD THRU 1BY BUCKS OR DIRECTLY INTO CONCRETE OR WOOD STRUCTURES IN SI CONCRETE .- 42-1/a 64.3 80.0 - - 48-1/8 59.1 80.0 80.0 JAM ES 2" MIN. EMBED INTO CONCRETE (0 HEAD) 54-1/8 1 55.3 71.1 71*1 1 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY (0 JAMBS) 24-1/8 Bo.D - - 80.0 - - 3a-t/a 79.7 eo.o - 78.6 eo.o - 1/4" ULTRACON+ BY 'DEWALT' (Fu-164,KSI,Fy-148 KSI) /�•�TYPICAL ANCHORS IN 35-1/8 sO 69.2. 80.0 - 85.0 aD.D - THRU 1BY BUCKS OR DIRECTLY INTO CONCRETE CLUSTERS AT MTG, STILE METAL STRUCTURES r & INTERLOCK ENDS, SEE TYPICAL ANCHORS IN SEE SPEC BELOW 442-1/8 8-1/8 61.9 80.0 e- s3.7 800 BO.O 1-3/4" MIN. EMBED INTO CONCRETE fi CHART FOR QUANTITIES CLUSTERS AT MTG. STILE . 1-1/4"-MIN. EMBED INTO CONCRETE OR MASONRY (0 JAMBS) & INTERLOCK ENDS, SEE - 24-1/8 60-D - - 80.0 - CHART FOR QUANTITIES - 30-1/8 73.8 80.0 - 69.9 80.0 - TYPE 'C'- 1/4" DIA SELF DRILLING SCREWS(GRADE 5 CRS) EDGE7 O'I ..°3 5/8"-:'' ; ' •`CO�CRETE EDGE. 3 5/8" 38-1/8 96 83.B eo.o - .4.0 80.0 - AT READ INTO MIAMI-DADE COUNTY APPROVED MULLIONS - a- 57.° 80.0 .os sa.o e0.o OR DIST. . 51.9 77.9 80.0 49,3 73.9 a0.0` OR *2 - fi0:0 - _ 80.0 JAMBS INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 30-1/8 so.0 - - 60.0 - - `.� (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE z z 38-1/8 s9.a eo.o 60.0 ss.2 e0.o eo.o k� ALUMINUM: 1/8"THK. MIN. (6063-TS MIN.) az-1/a 102 52.7 60.0 60.0 50.0 60.0 60.0 4T STEEL: 1/8"THK. MIN. (Fy 36 KSI MIN.) �EE 40-1/9 47.9 60.0 80.0 ass 60.D -80-0 a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR TYPE B moN ANCHOR TYPE C \mN s4-1/9 aas 54.4 sa.a az0 sa.4 54.4 RECTLY INTO 3 KSI CO a INTO METAL STRUCTURES o 24-1/8 60.0 - - 60.0 - TYPE 'B2'-?/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) -- g OR APPROVED MULLIONS ' AT SIIS 30-1/8 BO.o - - 60.0 - - = 1/4" DIA. IILTRACON+ BY 'DEWALT'(Fu=164 KSI,Fy=148 KSI) �� POUR D & HARDENED, NON-METALIC, 36-1/8 108 55.3 60.0 1 60.0 52.5 60.0 60.0 DIRECTLY INTO CONCRETE NON-SHRINKAGE HIGH-STRENGTH GROUT; SILL RISERS 42-1/a a9.1 80.0 00.0 46,6 80.0 60.0 a 1-3/4" MIN. EMBED INTO CONCRETE 48-1/8 4a.5 s0.0 ao.0 42.2 60-0 60.01 m NO = 5000 PSI MIN. z SEE SHEETS S L 17 & sa-1/B at.fi sa.a s4.4 39.4 54.4 54.4 o 1/4" KWIK-CON II+ BY 'HILTI'(Fu=13B KSI,F-137 KSI i�NOT BY CGI; MUST TRANSFER SHEAR 18 FOR OPTIONAL SILL DETAILS 2a-1/e fio.° - - s0.° = 3 y ) / LOADS TO STRUCTURE �l `y m= AND SHEET 13 FOR CAPACITY INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 30-1/e 60.0 - 57.2 60.0 -60.0 1-3/8" MIN. PENETRATION INTO WOOD / o 36-1/8 114 51.9 BD.O 60.D 49.2 50.0 60.0 33 - ttffffFFF --. - 42r1/8-- - - - -45.9- 60.0_.6o.D- 43.8_ 60.0__60.0_m -- -DEWALT UL-TRACON+ ANC-HILTI-KWIK-CON--II+-- - - i - - - NPICAL AtIJCHORS- -- - 49-1/e 41s 60.0- 60.0 39.4 s9.1 so.o ANCHORS LIMBED TO A MAX. SHIM SPACE OF 1/4". t ;• IN CLU ERS 24-1/e 60.0 - - 60.0 - - F AT MTG..)'TSTILE 3 5/8" 30-t/B sfi.a 60.0 80.0 5a.0 60.0 50.0 5 •.A & INTERLOCK ENDS 38-1/B. 7 QHART 20 48.8 60.0 SD.O 46.3 60.0 80.0 o-- T , SEEANCHOR EDGE DISTANCES .3 5/8 . FOR Q MTTIES 42-1/e43.1' 60.0 60.0 40.9' 60.0 60.048-1/e 36-9 58.a ED.0- 36.9 55.4 e0.0 V INTO CONCRETE OR MASONRY= 2-1/2" MIN. EDGE OIST.INTO WOOD STRUCTURE 1"MIN. ANCHOR NPE A NOTE: INTO METAL STRUCTURE = 3/4" MIN. NCHOR TYPE B2 INTO 2BY WOOD BUCKS --ANCHOR-CAPACITIES-LISTED-ON-THIS-SHEET-TO-BE-USED•IN- ----WOOD AT_HEAD_OR_JAMBS-SG_m0.55 MIN.0_ --_ _ -._ _ RECTLY-INTO_3_KSI CONCRETE__ -__-_� - - - _-_ _ _- __ _-OR--WOOD_STRUgTURFSIUIi:T/_....:__._._ CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. CONJUNCTION WITH GLASS CHARTS ON SHEET 13 LOWER i 111. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. RLIe: "�'' IRIpBCI flB616108I ` ....... APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO PRODUCT REVISED AGK ®Windows&Doors '��•'' \CENS APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE.SEE as complying with the Florid SENTINEL 150 ALUM SLIDING A9fF( wEWMo9nm- R FOLLOWING SHEETS FOR DETAILS. Building Code - Descdpeon: - Date: Got DOORS AND YNNDOWS,INC. - No.58705 aTBDwloanisrREEt ze LIMIT EX NOA-No. 20-0729.0 i:(+) LOADS TO 80.0 PSF FOR'DOORS W/O REINFORCING ALL - - HIALEAH,FL same - UMIT EXT.((+)) LOADS TO 80.0 PSF FOR DOORS W/ REINF.,UPTO 96 IN. HT. Expiration Date 09/22/202 ANCHOR LOAD CHART/ANCHOR DETAILS 5122/19 (306)69a8s90 - UMIT EXT.(+)-LOADS TO 60.0 PSF FOR DDORS W/ REINF.ABOVE 96 IN. M. UPTO 120 IN. HIGH. PREPARED BY LYNN MILLER`� r'�By;. 1 sc•- ( l..,�.,.L. Revision: Ray.By: Rsv.Data: ' 71070 TECHNOLOGY DRIVE - 0 IS AC(/ ct control ADDED ANCHORS AND RE-FORMATTED SHEET N.VEN ICE,FL 34275 ' '•.,,F(ORIOFa,•.•'G��� AGK 7/21120 WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO (947)dlio-1800 %/SS ' MUST SUSTAIN LOADS IMPOSED BY, GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH Sedt ljModei: Srnie: Sheah Orolrfng No. Rev: /// /ONAI- \N�\ TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL - REGISTRATION#29296 //h11ITIt1\\� - SGD-150 LMI N.T.S. Sh of 28 SGD150LM1-NOA A A.LYNN MILLER,P.E, .P.E.#58705 t SEE SHEET 15 FOR ANCHORS - z EDGE DIST. 3 5/8" EDGE EDGE DIST. 3 5/8" EDGE DIST. 3 5/8" , QIST ,ia WEEP,SIZE 1/4' X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. La: OPTIONAL SLANT SILL ADAPTORS M„ C O E O ® ® PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0729.06 Expiration Date:09122/2025 By;_i c�.-y 1.!.l".a.. DECORATIVE MiamFDade Product Control SILL COVER OPTIONAL 5E p W .I.I .I.I .. SILL RISER REQD. FOR POURED&HARDENED - - Ea ABOVE-i-0 PSFS -- HIGH STRENGTH GROUT NON-SHRINK, NON-METALLIC - SILL RISER Pc = 5000 PSI MIN. EB READ. FOR.LOADS - NOT Bye WINDOWS ABOVE +60 PSF MUST TRANSFER SHEAR E/ LOADS TO STRUCTURE - B ® ® O W N �• a d a ..... ...................... .. .... ... ... .. .... ... • .a • ;�! n. B •' • ate 3 KSI CONC. -y 'a. 3•KSI.CONC. EDGE•DIST.•• '3.5/.�• w EDGE'IST.•-• �3 5Lg, EDGE DIST.••! '3 5n$ • ,. ly -SEE SHEEP 15 FOR_ANCHORS Tine: Drawn By. OimpactResistant �\\ pN YNIU� _... SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windows Doors . YAn at{Illtt&D . \ scHP lan: Date: CGI DOORS AND WINDOWS,INC. P' ' THREE (3) TRACK DOOR DETAILS 8780w,04THSTREEf. = ;. ND.5B705 3-TRACK DOOR DETAILS 5/22/19 (305)5r-8 90�te _ �' t; PREPARED BY LYNN MILLER- J!J Revision: Rev.By. Rev.Data: 1070 TECHNOLOGY DRIVE %�C ` TAT 01 W NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE.FL 34275 (941)480-1600 ' Cols •.4 ORIO P•.•'•\C�� Sades/Modd: Scale: Sheet:.. _J_Drawing N. - RA 7 ()NAL 'aE SGD-150 LMI N.T.S. 16 OF 28 SGD150LMI-NOA A REGISTRATION#29288 Si A.LYNN MILLER,P.E. P.E.#58705 TYPICAL ANCHORS PANEL WIDTH SEE ELEV. - FOR SPACING 1/2" MAX. © E6 D.LO. O SEE CH AS ART O O LOAD BEARING SHIM M15A 1 SHEET 13 FOR CAPACITY ..0 o - UO O O O O O PRODUCT REVISED as complying with the Florida Building Code _ NOA-No. 20-0729.06 v a Expiration Date:09/22/2025 . O O 0 Miami-Dade Product Control M14A Mi6A -'Ej lam o �a 5 8 E27 10 E4 1 D.L0. ' EXTERIOR NOM. PANEL WIDTH PANEL WIDTH O.K STII INTERLOCK INTERLOCK ASTRAGAL (REINFORCED) DOOR FRAME WIDTH (REINFORCED) - #10 X 1-1/4"SS PH SMS 1-PER CUP zlX6OR LARGER - O 3 PE RR PANEL ' WOOD BUCKS AT 18" FROM EACH END M2 1/4" MAX, AT MID PAN M2 #8 X 3/4D SS FH M. LOAD,BEARING METAL PANEL WIDTH O O 1 PER CLIP SHIM STRUCTURE 1/2"MAX. 1/2•'MAX. . LOAD BEARING D.LO. LOAD BEARING SHIM SHIM TYPICAL ANCHORS ' SEE Ei Z - FOR SPACING z o TYPICAL ANCHORS ANCHOR�' TYPICAL S SEE ELEV, — ••... . SEE ELEV. —FOR SPACINGFOR a _.. W SPACING- Lj XT.--. DOOR FRAME WIDTH I FIXED PANEL 8 o w '. MI.: Dmwn Ry: ` l�•......IV OvAndo Resistant Door �O 4�� w SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Wind &�D6ors \��.•'�cENSF•./�� EXTERIOR P:. estop on: Oate: CGIDOORTH STRENOOWS,INC. N0.58705 3780 W 1067H STREET -�7�•. DOOR FRAME WIDTH - 5122/19. HFAH.R.33-8 _ 3-TRACK DOOR DETAILS w(305)593.8590 TT /.R X6OR LARGER WOOD BUCK OOR FRAME WIDTH 1070PARED BY LYNN TECHNOLOGY RIVE R Revfs!°n: Rev.6y: Rev.0ete: �Q '••[V�` NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 i '�''•,F(ORIGI",.•',.� WOOD STRUCTURE - (941)480-1600 iCS THREE (� TRACK DOOR DETAILS sere/Meael: ]TN sneewinyNR°" REGISTRATION#29296NA(SGD-150 LMI .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 - WEEP SIZE 1/4" X 1/8" Z EDGE DIST. 1 3/4" Z EDGE DIST. 1 3/4' .. , ,�, b b REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS 3 KS l CONC. mpx m: •y 3 KSI CONC. N is• N QN d E3 . OPTIONAL SLANT SILL ADAPTORS Al z Eze C1 DECORATIVE SILL COVER ® OPTIONAL 1 � O p x W - 2 M o W W o M d 4 , d SS a PRODUCT REVISED , POURED& HARDENED SILL RISER B complying with the Florida HIGH STRENGTH GROUT . SILL RISER Building Code NON-SHRINK, NON-MET C EB REQD FOR LOADS EBA OPTIONAL FOR LOADS NOA-No. 20-0729.06 f'c = 5000 PSI MIN. ABO +60 PSF - BOVE+60 PSF V NOT BY CGI WINDOWS ® � � � � Ezpiratlon Date.09/22/2025 MUST TRANSFER SHEAR M3 LOADS TO STRUCTURE By: I sr. �.1 G;•.,..�. B 1 1 D 1 ® ® Miami-Dade Product Control p N 65 ........ a ........ .. ..... e - .. - ... r .^, .t• ' . ,ED 3 KSI CONC. 3 KSI CONC. 'EDGE DIST: ..1•. 4". EDGE DIST •1-3/4". SEE SHEEP 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS TV►r0 (2) TRACK DOOR DETAILS � ------ ---------- ---------- — ---- --- `- D/awn By: \ MI. Impac silient SE OWindil rs&Door SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.L) AGK �Windows&DODIS � ��.•' �iCLNSF••.(� wenEamoxDra- �;' '•:[n� D—Hption: - - - Date: CGI DOORS AND WINDOWS.INC. '. NO.58705 HIIALE H,,FIL 3300 8E� 2-TRACK DOOR DETAILS 5122/19 (305)6958590 _ Rerislon: Rev.By. Rev.Gate: PREPARED BY LYNN MILLER .:V`� ) O 1070 TECHNOLOGY DRIVE ���'•, S ATE F ;416 NO CHANGES THIS SHEET AGK 7121/20 191)480--1160034275 N���s'•.°(pR10P.i•' G Sades/Modet Smle: Sheaf 'Drawl,,,No. Rav: REGISTRATION#2`J2D8 �SI�IVAL SGD150A N.T.S. 18 of 28 SGD150LMI-NOA A A.LYNN MILLER,P.E." P.E.#58705 TYPICAL ANCHORS - - - SEE ELEV' FOR SPACING - PANEL WIDTH - 1/2. MAX LOAD BEARING #10 X 1-1/4-SS PH SMS 1 PANEL WIDTH - SHI �..� 1 PER CLIP OH D.L.O. J 1 M2 #8 X 3/4-SS FH SMS D.L.O. W 1 PER CUP W. o - UO '. rl pp Ea Eg PRODUCT REVISED EB as complying with the Florida ASTRAGAL aullding Code D.L.O. INTERLOCK NOA-No. 20-0729.06 FIXED PANEL (REINFORCED) EXTERIOR Expiration Date:09/22/2025 NOM. PANEL WIDTH - - By; Mlaml-Dade Product.Control DOOR FRAME WIDTH - 1 BY.WOOD BUCKS L1 o 1/4- MAX' 10 X 1-1/4' SS PH SMS SEE NOTE SHEET 1 O Z # zo 1 PER CUP- LOAD BEARING 1/2- MAX SHIM METAL TYPICAL ANCHORS STRUCTURE LOAD BEARING SEE ELEV. - #8 X 3/4-SS FH SMS 1/2- MAX. SHIM FOR SPACING 1 PER CLIP K 1 " - LOAD BEARING - TYPICAL ANCHORS SHIM PANEL WIDTH SEE ELEV.FOR SPACING D.L.O. TYPICAL ANC RSI SEE - - FOR SPACI G 5 is w e: EXT. EXTERIOR DOOR FRAME WIDTH _ • O - _ DOOR FRAME WIDTH—.t E27 - FIXED PANEL --- - — - - _ --- -- - EX TWO— -4 _ _ -TWO (� TRACK DOOR DETAILS�- -- T. nee: Drawn By., 1- '✓i DOOR FRAME WIDTH - Impact Raslsbt \����O;......'... SENTINEL IDING GLASS DOOR L.M.I. AGK Windows&Doors \\ �10EA+s ' ( ) WCf�SiROpOFR^ �j\.: E •(��'� CGI DOORS AND WINDOWS,INC. 0BY WOOD BUCKDescription: Data. 378OW 104TH STREET -¢� ND.-58705 a_ - OR WOOD STRUCTURE - HIALEMI.Fl.33018 SEE NOTE SHEET 1 2-TRACK DOOR DETAILS 5/22/19 I39s15e3a5ao ^ - ReWsfan: Rev.W. Re,Oat.: PREPARED BY LYNN MILLER - 1070 TECHNOLOGY DRIVE ,Q S FATE OF NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 F( ' (941)480-1800 Series/Modal: S-1e Sh.et D—Ing Na. R.r. REGISTRATION#29298 r//'0NAL I ���` SGD-150 LMI N.T.S: 19 OF 28 SGD15OLMI-NOA A A LYNN MILLER,P.E. P.E.#58705 SEE SHEET 15 FOR ANCHORS Zq EDGE DIST• 3 5/8" EDGE EDGE GIST. 3 5/8' - EDGE DIST. 3 5/8" REFER TO SHEET 15 FOR VARIOUS m �a •' '!" e: ,j gist. a: INSTALLATION CONDITIONS. Oi - WEEP SIZE 1 4" A 1 My C 1 E AO Lj O ® O OPTIONAL SLANT SILL ADAPTORS o SILL COVER _W F OPTIONAL SILL RISER POURED & HARDENED - E8.1 REOD. FOR LOADS HIGH STRENGTH GROAT ABOVE+60 PSF NON-SHRINK, NON-METALLIC SILL RISER r'c = 5000 PSI MIN. E8 REOD. FOR LOADS NOT BY CGI WINDOWS ® ® (1) ABOVE +60 PSF - MUST TRANSFER SHEAR E7 LOADS TO STRUCTURE I 1 PRODUCT REVISED as Complying with the Florida- �• Building Code .... ........ .. .... A No. 20-0729.06 ..... ..... ... ... ......... ..... ....... ... ...... ...................... ...... NO ...... ...................... ................. e Expiration Date:09/22/2025 �' %•a. m -e. 3 KSI CONC. -a. 3 KSI CONC. EDGE DISi. y3 EDGE DI' 3 5�� - EDGE DI$T. '3 5/g� Mleml-Dade.Product Control -- — --` - - -•. SEE-SHEET 15 FOR ANCHORS - --- --- -- -- -- ` - -- ----`a'-_ ---- ------- --- --`-- ---- —`---- ----- ---- - ------"--- _ - ------\`1111111 I111//1—��, RNe: Down By: ImpactReslstaTd �` . ••......., FOUR (4) TRACK DOOR DETAILS SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows 6 Doors weDelmuuteel- � `� :�� i ex p.. Date: CGID 1W 1W RAND�TDOWS,INC. h'�;' ND.58705 5/22l19 HKEAH,FL33019 = �7T 4-TRACK DOOR DETAILS rM)69386M ccR..Ry: Ray. Data: PREPARED BY LYNN MILLER ,0EF i•�. 1070 TECHNOLOGY DRIVE T'•, F C(/\ NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL34275 ' ��,'•.<ORroh;.• (941)480-1600 •i S • .L..' �G . Serfes/Model: Scale: Sheet: Drawing N.. Rev: ONAL f"%0 REGISTRATION#29296 111111111�� SGD-150 LMI N.T.S. 20 OF 28 SGD150LMI-NOA A A LYNN MILLER,P.E. P.E.#53705 TYPICAL ANCHORS SEE ELEV. PANEL WIDTH FOR SPACING - - 1/2" MAX. G2 E6 _ . . LOAD.BEARING SHIM M15A 1 D.L.O. _ r1 1 PRODUCT REVISED as complying with the Florida ' o © BuildingCode NOA-No. 20-0729.06 i Expiration Date;09122/2025 L2 BY.—111-7 1 Z 4- Miami-Dade Product Control 1/2" MAX. w - LOAD /" - - 10 X 1-1 4 SS PH SMS BEARING 1 1 1 O SHIM 1 PER CLIP N Tr o 3 PER PANEL M74A M18A �o TYPICAL ANCHORS AT 111" FROM EACH END M2 SEE ELEV. AND AT MIOSPAN FOR SPACING #B X 3/4" SS FH SS LOAD BEARING RING PER CLIP SHIM • 1 MERL /4" MAX STRUCTURE CTURE •°:' LOAD BEARING METAL C? ' _ L3 SHIM STRUCTURE TYPICAL ANCHORS v _ SEE E27 m FOR SPACING EXTERIOR TYPICAL ANCHORS N SEE ELEV. ' FOR SPACING ' DOOR FRAME WIDTH 1X8 OR LARGER - WOOD BUCKS 1/2" MAX. 6 N LOAD BEARING t. •-• - SHIM N EXTERIOR G TYPICAL ANCHORS SEE ELEV. FOR SPACING DOOR FRAME WIDTH - - - w EXTERIOR EXTERIOR DOOR FRAME WIDTH N o -- - nHe:- - - rawn By Impact Reslslaat U w , SENTINEL 150 ALM SLIDING GLASS DOOR(L.M.I.) AGK ®Windows&Doors �n��\`•LY!!/Utijj/'';, welEsmoxegl� �'�,. y\CENg '•. Date: CGI DOORS AND WINDOWS,INC. ` v-. 3780 W 104TH STREET No.58705 HIALEAH.FL3W10 4-TRACK DOOR DETAILS 5/22119 (305)593-UN 2XB OR LARGER WOOD BUCK D'OUR /�h� TRACK DOOR DETAILS PREPARED BY LYNN MILLER /OR Revision: Re,8y: Rev.Date: 1070 TECHNOLOGY DRIVE �� ��`,Z•fO �' ` WOOD STRUCTURE NO CHANGES THIS SHEET AGK 7/21/20 N,VENICE,FL 34275 Q�•, STATE OF (941)4841600 FlpRIDI+.. Serr/Model: Scale: Sheet: Drcwing No. Rav: REGISTRATION#29296 l�% W['+ 1.( aQ S6D-150LMI N.T.S. 21 DF 28 SGD150LMI-NOA A A.LYNN///MILLEM,Id.E IIRE#58705 #10-16 X 1/2" HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" D.C. O90' CORNER O 135' CORNER #10-24 X 1/2" 10-24 X 1/2" FF J I II FH THREAD.CUTTING SCREWS FH THREAD CUTTING.SCREWS. 3 1 6 d AT .1 FROM ENDS & 12" O.C. AT 6" FROM ENDS &`12" O.C. . 3 . ' 3 III - E32 - .. O • yt, o� E31 - 00 EXTERIOR EXTERIOR D.L. OPG. PANEL WIDTH PANEL WIDTH - DOOR FRAME WIDTH DOOR FRAME WIDTH - s x 1/Y HH SELF DRILLING SCREWS DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY ' HH SE AT 6" FROM ENDS & 12"O.C. 1 3/4" PRODUCT REVISED as complying with the Florida J b Building Code (4 AN (4)ANCHORS r. ,y�°` NOAt- ) CHORS _ 29.06 II Expiration i Date 09 22 12025 (6)ANCHORS II (6)ANCHORS Miaml-Dade Product Control 6 3 k. j X. I 3 8" 3" 8 ANCHORS #' (8) ANCHORS-- -�--- - 6 3-g leIL 6� �__Tltle: Drown By. "Nimpam Resident .� P1Y LYN/� '�• SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.L) ' AGK wyfindOWS&DO018 � .��`•.•`lcerasr..!/({ •� weeeslRgwges- . T40 (2)TRACK THRE_ (,'�TRACK FOUR (4)TRACK TWO (2)TRACK THREE (,j)TRACK FOUR (4) TRACK Q-. .'.�13 DescdPtiari: - Dote: CGI 3780W RS 104TH AND WINDOWS.INC. HIN W,R-36TREtT N0.$870$ ' HW.ENi,FL 33018 -. - CORNER DETAILS 5/22/19 (sgs)5gsses0 _ /I 1!` Revis7.n: - R.,.By. Rev.Oat.: PREPARED BY LYNN MILLER t�Ir .� 1070 TECHNOLOGY DRIVE NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 1��•. (V` (941)480-1600 (� COFdOt".••' Sedes/Model: S..le: Shea Drawing N.. RBYO REGISTRATION#29296 SGD-150 LMI N.T.S. 22 qF 28 $GD150LMI-NOA A I I t 11 A.LYNN MILLER,P.E. P.E*68705 TYPICAL ANCHORS TYPE A. B OR C O - AT 6' FROM ENDS AND 9"O.C. INTO WOOD/CONC./METAL '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. CONO. EMBED 1/8' MIN. METAL THICKNESS EXTERIOR MOUNTED r: CONC.1j BLOCK s POCKETED JAMB 1 WOOD . 'METAL m 4 — z _ EXTERIOR ® - o 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 _ O O O O O PRODUCT REVISED Q_ ,_ O _ O —_ - O ____ _ _ complying with the Florida_ _ ...... .. - _.Building_ o ei NOA-No. 20-0729.06 Expiration Date;09/22/2025' -Miami--Dade Product Control EXTERIOR _..- _- ----�--•-------- --- -- -- - ---------- ____-. .__ __----'_ __-_ __ --_._------ --------c�-```�111 n r Illy, ___ 17Be: - - Drown By: OImpact Restated ... .. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Wliows nd &Doors DescApti= pie; CGI OOOR8AND WINDOWS,INC. _ No.58705 3780 W 104TH STREET — HWEAH,FL 33010 S/ZZ/19 DETAILS (305)893A590 2I PREPARED BY LYNN MILLER Revision: - Rev.By. Rev.Date: 1070 TECHNOLOGY DRIVE :0� FTATE F (V4/i^ NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 (941)480-1600 ,s . •...... �. sed/Model: Scale: Sheet: Dfew7ng No, Rer. ",/'ONAL 00\ REGISTRATION#29296 SGD-150 LMI N.T.S. �23 OF 28 SGD15OLMI-NOA A A.LYNN MILLER,P.E. P.E#58705 Y CODE PARE No. DESCRIPTION MATERIAL MANUF. REMARKS CODE PART No. DESCRIPTION MATERIAL MANUy. REISAR%S E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - M2 CGI-171C FIXED PANEL CUP(2-1/2-LONG) 6063-T5 - 3 9 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 - MID CGI-175 FRAME HEAD ANTIUFr& PAD PILE WOOL/NYLON SUUJVAN 1 PER INTERLOCK/ASTR. E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - ES CGI-154 INTERIOR INTERLOCK 6063-1`6 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-TB 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-TB CGI EXTRUDER - M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/- AMESBURY 2 PER OPERABLE PANEL E8 CGI-157 SILL RISER 6063-176 CGI EXTRUDER - M14 SGD-500 DUAL MORTISE LACK ST/ST SULLIVAN ATTACHED TO SGD-503 E8.1 CGI-181 ALT.'SILL RISER(OPTIONAL) 6063-TB 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 AtOX3/4-PH E10 CGI-159 INTERLOCK REINFORCING(LENGTH FRAME HT. -S-) 6063-TS CGI EXTRUDER - M15A SGD-507N KEEPER ZINC INTERLOCKS INST.W/2#10X3/4' PH Ell CGI-102 FRAME SILL 3 TRACK 6063-TB CGI EXTRUDER - M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST.W/2 01OX3/4-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-1B5 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - M17 SGD-5500 HANDLE SET ZINC SULUVAN/INTERLOCKS - E14 CGI-158 OUTER TRACK ASTRAGAL 6083-TB CGI EXTRUDER - MIS SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - r19 CGI-170 POCKET HOOK 6063-TB CGI EXTRUDER - M19 SCS2000 SILPRUF SEALANT SILICONE GE - CGI-121 7/16-GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - M20 CGI-177 PANEL TOP&BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUN. 4 PER PANEL CGI-123 i'GLASS GLAZING BEAD 6063-75 CGI EXTRUDER - M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL 6GI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - M22 WS-201 SILL INTERLOCK PILE PAD - WOOL ULTRAFAB OR EQUN. CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - M23 HD-12-10042 .350'REACH POCKET SEAL _ AMESBURY - CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - S2 - #10 X 1 1/4-LG. PHL PH. SMS. ST/SL ASY. SCREW - - 2 OR 3 PER CORNER CGI-156A TOP&BOTTOM HORIZ (OPTIONAL) 6053-T6 CGI EXTRUDER - CGI-1513A ASTRAGAL (OPTIONAL) 6063-TB CGI EXTRUDER - E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-T6 CGI EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS PE25 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CGI EXTRUDER' TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT CGI-184 2,3'&4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - PRODUCT REVISED MAIN STILE AT 40" FROM BOTTOM as complying with the Florida CGI-187 2,3 &4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - SS MORTISE LOCK (PART#SGD-500) (PSOI-0036-117) Building Code CGI-1813FRAME JAMB SCREW COVER(OPTIONAL) 6063-T5 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) NOA-No. 20-0729.06 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) Expiration Date:09/22/2025 CGi-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - ZINC KEEPER'(PART #SGD-507) (PART #SGD-507N) By._I."-7I CGI-1030 FRAME JAMB 4 TRACK 6063-TB CGI EXTRUDER - - Miami-Dade Product Control E31 CGI'1057 FEMALE CORNER ADAPTOR (901) 6063-T6 CGI EXTRUDER - DOUBLE LOCKS: READ. AT 90' AND 135' CORNER PANELS ONLY E32 CGI-1058 FEMALE CORNER ADAPTOR(135') 6OS3-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 C0I-3132V 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 Tltla: Drawn By.--- - Impact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Unnd 8 Doors `�`\`�01y�.LYNN#„ CGI DOORS AND WINDOWS,INC. Deec peon: Date: 3780 W 104TH STREET NO.58705 ••� BILL OF MATERIALS 5/22/19 (305)69345993019 0 _- r Revfaion: Ra,By: Ra,Dato: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE -•� .'NO CHANGES THIS SHEET AGK 7/21120 N.VENICE,FL 34275 �O t :7�,,; 441 (941)480-1600 Serf/Model: Scale: Sheet: Oraw(ng No. Rev: �� •OR!D•�''•G�'C'` REGISTRATION 029298 u/ SGD-150 LMI N.T.S. 24 OF 28 SGD150LMI-NOA A rr�NAL E A.LYNN MILLEIIQI PI&.I lb!!*58705. r 4.735 il5.921 1.340 - - - 1.340 Fj .675. 120 070 70 7_ 11 -� .850 ,847 0 .847 1.250 .995 ,050 975 .995 .050 975A. . 3.255 -� F� 3.255 1.1841.184 E3 4.250 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) .o7D 4.250 �. GLAZING BEAD GLAZING BEAD .070 LAM:'GLASS INSUL LAM. GLASS .995 .995 .075 .075 45011- 070 ® - IL 2.600 . 8 070 2.600 Q TOP/BOTTOM HORIZ . TOP/BOTTOM HORIZ (OPTIONAL) .7125 .664 060 3.000 - .640 Du J .753 3.000 - 1.501 1.831 .. .995 .070 .070 (�---4.735-�i 5.921 1�-•.125 .156 1.490 1.415 M2 FIX. PANEL CLIP 3.000 1.490 1.415 Et FRAME SILL (2 TRACK) 0 FRAME SILL (3 TRACK) 3.750 3.750 2.005 EXTERIOR INTERLOCK (OPTIONAL) 2.005 2.755 - - .155 .125 .070 1.366 Es MAIN STILE ss5 3.75o MAIN STILE (OPTIONAL) 2.755 •.070 3.000 .265 .125 3.00D 1.610 1.870 •095 •995 095 3.510 - EB 3.572 SILL RISER (OPTIONAL) 1.670 1.610 1.415 1.600 1.870 ,070 1.770 .060 1.415 7.770 .060 3.166 3.572 L�-j -- 2.005 - .070 .D70. 2.005 2.005 1.255 1 JL 1.625 t ' 2.005 E5 INTERIOR INTERLOCK 582 INTERIOR INTERLOCK (OPTIONAL) 1.196 Ht4 55 OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE •995 2.120 ® 2.005 - . 1.825 AG 125 _I _ __-060- _ - _______ _ PRODUCT REVISED t INTERIOR TRACK ASTRAGAL --1.837- - - ---POCKET HOOK- ---- - -(OPTIONAL)- '-- - - - - - - - - -- - - -- - - -_ -- - - -s - -- - " 1.501 � - - as complying with the Florida - - Building Code 3.750 .125 1 1.310 NOA-No. 20-0729.06 1® .156 Expiration Date:09/22/2025 .t55 INTERLOCK REINFORCING E4 EXTERIOR INTERLOCK MIamF-Dade Product Control.. .070 3.510 .625 Title: Omwn By. O . Impact Residant ;�� . } . .741 'T SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK Windows&Boots �'��•' �u;Elvg,:••��! 1.920 2.591 Descnphon: Dote: CGI DOORS AND WINDOWS,INC. N0.5$7OS p - 2.670 3.341 3780 w 10a7H STREEt =s5-: - 5/22/19 HIALEAH.FL 33018 .O6z EXTRUSIONS (305}593-6590 -0 �EO Rev.By. Rev.Date: PREPARED BY LYNN MILLER '• �2.005 . 1070 TECHNOLOGY DRIVE (V � e�•. p ' NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 (c ® f -.625 .625 F� (941)480-1800 %tSs� ••..... �, �, �3 SILL COVER(OPTIONAL) series/Alodel: Scale: Shaoh Omwing Na. Rer. REGISTRATION#29296 /7/"0A'ALt� OUTER TRACK ASTRAGAL (OPTIONAL) E9.t SILL RISER (OPTIONAL) SGD-150 LMI N.T.S. 25 OF 28 SGD750LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 y -�I 1.375 .125 - 1.615 2.270 -DTI .060 .128 - 1.886 .128 .128 1 .260 I / .190 1.650 �{ h-.640 .� .125 - ® , 3.528 _ 1.886 •125 1•ggg 4.765_ .065 FRAME HEAD COVER .190 1.330 080 II 1.621 6 4074 190 2 2.41 1.520 .344 .060 1.886 1.347 . .625 ® FRAME SILL COVER a1 FEMALE CORNER ADAPTOR (90') e3z . FEMALE CORNER ADAPTOR (135) E33 MALE CORNER ADAPTOR E2 FRAME JAMB (2 TRACK) 243-,, 1.791 OBO 1.820 © FRAME JAMB COVER - - 5.951 .080 1.620 .725 b .OB5 125, .545 i 090-�I 1.620 1.50� .065 .664- 1 FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP PRODUCT REVISED . as complying with the Florida Building Code --__ _ 06 Expiration Date:09/22/2025 Miami-Dade Product Control D.-Si, Impact Resistant ` pN(..YNN `. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK (WJftd &Doors warlp0on. - Date:. CGI DOORS AND WINDOWS,INC. 3780IN104THSTReer 1t : No.58705 HALEXTRUSIONS 5/22119 306)6 i 33018 ED BY LYNN MILLER PREP ARED $-O Revfelan: Rev.By. Rev.CO.. � '• Ir`-� 1070 TECHNOLOGY DRIVE S O I4 NO CHANGES THIS SHEET 7E OF N.VENICE,FL 34275 ' T n AGK 7/21/20 F'�'. .<o .,.•\c" (941)480-1600 % ,•aior, Serial/Model: Scale: Sheet; - 0M.Mg No. Rer. �S�Qr REGISTRATION#29296 r j'AL SGD-150LMI N.T.S. 26 OF 28' SGD15OLMI-NOA A rillIIIj1111 A.LYNN MILLER,P.E. P.E.#58705 7.750 52 � ' �.925�.8;57 ,1.250 / F28 FRAME HEAD (4 TRACK) j .080 I 2.600 .753 r!777 7.730 . �9 FRAME SILL (4 TRACK) FRAME TOP OORNER - - - .1.375 4 TRACK SHOWN - 1.620 PRODUCT REVISED as comp)ying with the Florida 1.620 - -Building Code NOA-No. 20-0729.06 - Expiration Date:09/22/2025 7.750 1.620 52 Miami-Dade Product Control 095 1.620 .1,25 FRAME JAMB (4 TRACK) . T111w DmwA By. y_ImpnclRfislstnst •` Q14Y L'r:Nrtif SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®vAndows&Doors �� o cerrsF asc p lan: Dotes CGI DOORS AND WINDOWS,INC. 37B0 W 104TH STREET NO,58705 5/22/19 HIALEAH.FL 33018 — X INSTALLATION DETAILS,EXTRUSIONS (405)693Mw = _ ,By. Rev.D.I. PREPARED BY LYNN MILLER "D Revrelon: - Rn 1070 TECHNOLOGY DRIVE ` Zf D [/�F O STATE F NO CHANGES THIS SHEET A'GK 7121120 N.VENICE.FL 34275, F( X/ (941)480-1600 : ��'••..,ORint,..• �C�; OtI. FRAMEFRAME BOOM CORNERCORNER Seri/Nadel: Seale: Sheet: Drawing No. Rev: /'���S, \J� 4 TRACK SHOWN REGISTRATION#29296 ,/rr/ AL1�' SGD-150 LMI N.T.S. 27 OF 28 SGD150LMI-NOA A A.LYNN MILLER,P.E. P.E.#58705 s 52 sz sz e 1-1 OIF e FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/@OTTOM CORNER sz MITERED BEAD CORNER (TYPICAL) " 52 PRODUCT REVISED as c Iging with the Florida Building Code NOA-No. - -20-0729.06 - Expiration Date:09/22/2025 By:_1�1-2. I.Zlr,.,.L PANEL TOP/BOTTOM CORNER MIamHDade Product Control FRAME BOTTOM CORNER SQUARE BEAD CORNER,(OPTIONAL) _ - 2 TRACK SHOWN - i rue: Drawn 9y: Impact ROSISIa11t ♦ ��� /�.�': P �� ........ /i SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK vAndows&&Doors �a. �ICEMSF'••�(� CGIDOORSANDWWDO S,NC. _ .:' No.58705 •� .. 97BO W 104TH STREET _ 5122/19 HWEAH,FLSeoia / INSTALLATION DETAILS (aos)BBa sSw Rev.By: Rev.Dote: PREPARED BY LYNN MILLER Revision: 1070 TECHNOLOGY DRIVE F F TE F •:�� FRAME BOTTOM CORNER T . 3 TRACK srlowN NO CHANGES THIS SHEET AGK 7/21/20 N.VENICE,FL 34275 % <ORIDf+,.• (941)480-1800 %is •..• `G Serios/Modal: S.I.: Sh..L. No. JRev. vv REGISTRATION#29298 .�NA..i�a��♦ SGD-150 LMI N.T.S. 28 OF' 28 SGD150LMI-NOA A Dlowfng A.LYNN MILLER,P.E. P.E#58705