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HomeMy WebLinkAboutProduct Approval (5) MIAMI•D1ADE NEWM-DADS COUNTY L�`L" 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.gov/economv CGI WINDOWS and DOORS,INC. 3780 W.103r4 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. SGD1501,MI-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 inu a ons: 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 z"at Head/jambs& %2"at Sill,(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into cone. 4. Units containing 900& 135°exterior comers must be limited to Max Dp=+/-60 PSF. See sheet 22 for anchor layout, LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or,if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#17-1218.20 and consists of this page 1 and evidence pages E-1,B-2,E-3 &E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No.19-0603.03 MIAMNDADE COUNTY Expiration Date: September 22,2020 Approval Date: July 18,2019 1��`1� Page 1 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W10-31 Rev L,titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC,TAS 202-94 along with marked—up drawings,and installation diagram of 8-panel,Alum SGD w/Pockets& 135° and 900 corners,prepared by Architectural Testing,Inc.,Test Report No. D8502.01-450-18, dated 12/07/15 respectively,both signed and sealed by Joseph A. Reed,P.E.(submitted under file#15- 0619.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along.with marked—up drawings and installation diagram of 6-panels Alum SGD w/Pockets & OXXX,prepared by Certified Testing Laboratories,Test Report No. CTLA-3011-W&-W-1, dated May 22 &23, 2014 respectively,both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel,P. E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB interlayer,Duraseal® and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel,P.E. along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont`Butacite"PVB interlayer,Duraseal® and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed&sealed by Ramesh Patel,P.E. (5�----, •Lug,.. Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22,2020 Approval Date: July 18,2019 E-1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1)Air Infiltration Test;per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test Report No.HTL-0080-1208-090, dated July 30,2010, signed and sealed by Vinu J.Abraham,P. E. (submitted under files#12-0119.04/11-1031.05) along with marked,up drawings and installation diagram of Alum. SGD (OX)prepared by Architectural Testing,Inc.,Test Report No.ATI-00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J.Abraham,P. E. (submitted under files#13-1121.08/#12=0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 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) G1ass'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. 144916.10 issued to Kuraray America,Inc. for their."Butacite® PVB Glass Interlayer", expiring 12/11/16: F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition(2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad,Ahmad,P. E. 2. Addendum letter dated SEP 24,2014,issued by Certified Testing lab, signed and sealed by Ramesh Patel,P.E. 3. Lab Compliance statement,part of above referenced test report. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.19-0603.03 Expiration Date: September 22,2020 Approval Date: July 18,2019 E-2 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE:!EVIDENCE SUBMITTED G. OTHER . 1. This NOA revises NOA#15-0619.06, expiring on Sep. 22,2020. 2. Test proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America,Inc., as well as Duraseal® and Super Spacer®Standard warm-edge flexible emulating 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. Testproposals# 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#0971073, 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. 13. 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(6t'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 A. DRAWINGS 1. Drawing No. SGD150LMI-NOA Rev O (former W10-31 Rev O),titled Series"150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by manufacturer, dated 05%22/19, signed and sealed on 05/23/19 by Lyn Miller,P. E. (Note: This revision consist of Successor Engineer adopting another Engineer work as his own and addition of Dow 983 silicone) Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.19-0603.03 Expiration Date: September 22,2020 Approval Date: July 18,2019 �. E-3 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED . B. TESTS 1. REF Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings of an aluminum SGD,,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL 19-936,dated 04/15/19, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS (submitted under file#17-1011.18) 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. (former E.I.DuPont DE Nemours& Co., Inc.) for their"Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 18-0103.01 issued Eastman Chemical Company(MA)(Former Solutia Inc.) for their"Saflez CP-Saflez and Saflez HP Composites Interlayer w/PET core", expiring on 12/11/23. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company(MA) (Former Solutia Inc.) "Saflez Clear and colored glass interlayer'',expiring on 05/21/21. 4. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. (former E.I.DuPont De Nemours& Co.,Inc.)for their"Trofosil®Ultra Clear, clear& color PVB Glass Interlayer", expiring 07/08/24. F.' STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition(2017), dated May 23, 2019,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest,dated May 23,2019,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Test Proposal No. 19-0219 issued by the Product Control Section, dated March 13,2019, signed by Ishaq Chanda, P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15- 27.001 of the Florida Administrative Code,notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated May 22,2019, signed and sealed by A. Lynn Miller,P.E. G. OTHER 1. This NOA revises NOA#17-1218.20,'expiring 09/22/2020. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.19-0603.03 Expiration Date: September 22,2020 Approval Date: July 18,2019 E-4 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 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 MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. ON WIND VELOCITY, BLDG. HEIGHT,WINO ZONE 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. 111111111Dpwp STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION iaN$tie Plitlii WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE IN STEP 1 ABOVE. gAemp�cNe 11--a6e3•03 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA- STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ). ' 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE SHALL APPLY TO ENTIRE SYSTEM. DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS d pct Ca" TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUrS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. II II A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. rne: Drv.n By. Y LYN ALL SHIMS TO BE HIGH IMPACT, NON—METAIUC AND NON—COMPRESSIBLE. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ����ON•,.....!v y�� MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT WIDdOWS&OD015 C1�,•'• 1.1GENyF'•,l`F i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Description: Dote. WeRESmOXGER•' _� Q; •. REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. area�.ro•re r2>f�are 1k: NO.58705 COVER,INSTRUCTIONS 5/22119 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION r.i:Zoe.eo�.es.o I E••:eas.cu rse:_ FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY By: Rev.Dote: PREPARED BY LYNN MILLER—'D �. Revision: Rev. q OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 1070 TECHNOLOGY DRIVE %� MEFI \ . WATER INFILTRATION RESISTANCE ETC. ORIGINAL ISSUE N.VENICE,FL 34275 �Cf�'•, S •��� CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, (941)480-160D %� ••,!c<OR10T`,••'• AND TO BE REVIEWED BY BUILDING OFFICIAL. Senoe/Model: scold: sheet: Drviny No. Rev: COrvniGtrro Zen) �.S'S G�� SOD-150LMI N.T.S. 1 OF 28 SGD150LMI-NOA O nLLRcCGIWN�sMSE VVS DOOR '''Y��NA1LL1 CERT.OF AUTi.029296 ALYNN MILLER• I.L. P.E.0158705 6" 3" (8)ANCHORS TYP CLUSTER SHOWN 1. ao14" 3 TRACK N? MAX. HEAD ANCHORS M 282 13/16"MAX. DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 48 1/6" AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 NOM. PANEL WIDTH AT 3.O.C. 6"MAX. 1 13/16' FALSE MUNTIN FOR CAPACITY CORNERS SHEET 15HEAD/SILL MIN. OPTIONAL /� C _ E _ I REINFORCINGAT j �T---—�— OPTIO LOCKS SEE SHEET 13 M FOR CAPACITY I in 2 1/8, •�/ 1 = o — .J1,,.L. OP4,,1LL 2 POINT D.L.1/8" m ci =—T----T=== SINGLE LOCK . OPG. io SESHEET 24 o// FOR DESCRIPTION z �3 i o m aw I 1 oz I I � Ir II v< Yml U B D F = gni I I _�/ POCKET J B J 1 ' mw SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE 48 1/8• (SEE SHEET 6, B. 11 rT (6)ANCHORS 48 1 8 & 12&DETAIL M ON z ENDS INTO CONC. AT 3.O.C. SEE CHART ON SHEET PANEL WIDTH /" CLUSTER SHOWNPOCKET _ 15 FOR CAPACITY PANEL WIDTH SHEET 23) JAMB ANCHORS • V (SEE SHEEP 23 FOR FAODUCt REvtw* 3 TRACK 141 ... ... ... ... IYP. INSTALLATION) 0 id with the F"dr JAMB ANCHORS Z �6" MAX. / 3" 3 TRACK AaepragnreNoll-0603.07 ANCHORS Eyt4spgo 4nte M B D F :Lin _Icd,..� (•SUtfi�PtmtiticT Cuahc9 (I)WEEP CLUSTER (2)BEEP CLUSTER (2)WEEP CLUSTER (2)VEEP CLUSTER 2 WEEP CLUSTER 2 WEEP CLUSTER (1)WEEP CLUSTER \1T111I I1I tiV 11Ue: Dre.n By: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ���•'`�cENSF'•�!! '• Windows&Doors v..- TYPICAL ELEVATION Description: Det.; WEIMSTRORGER- TESTED UNR NO.58705 .y ELEVATION 5/22119 Revieion: Rev.W. OPENING 1070 Rev.Data: PREPARED BY LYNN MILLER �O•'. S 1070 TECHNOLOGY DRIVE TATE F J-'(UdG/� D.LO HEIGHT — DOOR FRAME HEIGHT — 9 11/16" ORIGINAL ISSUE N.VENICE,FL 34275 %/'C�.'•.,Fd OREDP,. D.LO. WIDTH = NOM. PANEL WIDTH — 6' (941)480.1600 ��s PANEL HEIGHT = DOOR FRAME HEIGHT—1 3/16" s.de/Moeee scale: Sn..r. oro.reg No. Rev. cGIK INoIGMs a coons ''pis/ANAL SGD-150LMI N.T.S. 2 of 28 SGD150LMI-NOA D A RIGIRSRUE— ViilllllI ' CERT.OF AUTH.V{29296 A.LYNN MILLER,P.E. P.E.#58705 (8)ANCHORS �6" 3" 'CLUSTER SHOWN TYP. 2 TRACK `–' HEAD ANCHORS 14" n MAX• 190 9/16" MAX. DOOR FRAME WIDTH ANCHORS IN PAIRS HEAD ANCHORS MAX' AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS HEAD/SILL D/SILL AT STILE ENDS SEE SHEET 15 6"MAX AT 3"O.C. HEAD/SILL 1 13/16" FALSE MUNTIN SEE CHART ON SHEET 15 CORNERS MIN. OPTIONAL Al C1 FOR CAPACITY I 1 1 REINFORCING I 11 AT INTERLOCKS 1 r-__ = OPTIONAL II II H J 1 SEE SHEET 13 j �I I� FOR CAPACITY I I 2 POINT 42 1/8" 42 1/a" � 11,,I ,I,LL SINGLE LOCK D.L. OPG. D.L. OPG. I ===T====7=== SEE SHEET 24 < J FOR DESCRIPTION z 1 o w II N Ic N m o o I / I �/ I z y •// I I ( // 3 m ao�I z – --_ – azo xm I I I < U I B 1 D 1 a n i aronucr e>:vr� \ i w.plCrb�.ler ule r.ar 1^ SILL TYPE B2 ANCHORS 2.3 OR � Eapdzxlau D.I.—W--42,67- SILL qRS (6)ANCHORS AT STILE ENDS AT 3"O.C. SEE CHART ONJ 1/8" POCKETMz CLUSTER SH WN PANEL WIDTH2 TRACSHEEf_15 FOR CAPACITY PANEL WIDTH JAMB ANCHORSJAMB A 1 2 TRACK SILL ANCHORS \ t* 6" 14" 3" M MAX. TYP. D.L. OPENING B1 D1 D.LOHEIGHT = DOOR FRAME HEIGHT – 9 11/16" D.LO. WIDTH NOM. PANEL WIDTH – 6" PANEL HEIGHT = DOOR FRAME HEIGHT –1 3/16" (TESTED UNIT) W--�I 8" 8" 8" 8" TYPICAL ELEVATION (1)'ap Q1m+ (8 lu° (U—W." W GIIm 1111 tum: Dmrn By., \\•\`� Y LYN /1111, REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant `\ N••' N2i Windows&Doors �? �1GENgF'•!!��', Description: Dots: WeReslaGllem- Q: P No.58705 sego�.mm u,.a,na.a,n same _ ELEVATION 5/22/19 ra:sassss.csas I r..:sossw.assz _ R., PREPARED BY LYNN MILLER Revision: Re By: Rev.Date: 1070 TECHNOLOGY DRIVE S Z� I trJ ORIGINAL ISSUE N.VENICE,FL 34275 -� '• S ATE O ,••(V` (941)480-1600 (� •.,CORID?.•_•'\ \_� Sene:/Modd: Scale: Sheet: Ororing No. Rer. COPYHIGHTO tote 'SSS/ ^"1 A"' ALL RIGHMl WSR&EMRS ///�iOIV/1L1;�\\\ SGD-150 LMI N.T.S. 3 OF 28 SGD150LMI-NOA 0 CERT.OF AUTH.#29296 A.LYNN MILLER,V.�. P.E.#58705 (8)ANCHORS (8)ANCHORS �g• 3' �,•te��, CLUSTER SHOWN CLUSTER SHOWN 14' EXTERIOR EXTERIOR 3 TRACK z MAX, HEAD ANCHORS N 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 OPTIONAL ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS 48 1/8' AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEAT CORNER STILE ENDS 6' • ET 15 SEE CHART ON SHEET 15 HEAD NOM. PANEL WIDTH AT 3"O.C. 1 5' FOR CAPACITY SILL MIN. — 9), SEE CHART ON SHEET 15 1 13/16- A C E FOR CAPACITY CORNERS MIN. i I — Cis I REINFORCINGAT m OPTIOTNE�RLOCKS r--- SEE SHEET 13 a I M h IH H 0 FOR CAPACITY � ___...I� I ___ 2 POINT Cla DOUBLE LOCP S a Y I 2 1/8tl SEE SHEET 2 o I L. OP FOR 42 1/8' 42 1/8' I' 1 M . DESCRIPTION 2 POINT == o m _ ,L X x I D.L. OPG. DD.L. OPG. 3 I '1====�__= 4�W l GI DOUBLE LOCKS I < II /,/ I // // SEE SHEET 24 -- I '�c3 FOR DESCRIPTION ° T-- I �o II 11 z -ii-===Yi a Q iJ a xin g D F = 00 11 1-4- POCKET I SILL TYPE B2 ANCHORS SILL TYPE B2 ANCHORS 48 1/8" 48 1/8" I 48 1/8' 48 1/8" z �` 2,3 OR 4 PAIR S\ PANEL WIDTH ` PANEL WIDTH JAMB ANCHORS 2 OR 4 PAIRS) AT CORNER STILE ENDS. AT STILE ENDS PANEL WIDTH PANEL WIDTH 3 TRACK SEE CHART ON SHEET 15 AT 3'O.C. JAMB ANCHORS FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY 'm 15• 14• 3' (4)ANCHORS EXTERIOR (6)ANCHORS_,----- EXTERIOR 3 TRACK h i �44i11 Typ• CLUSTER SHOWN CLUSTER SHOWN SILL ANCHORS (SEE SHEET 22) `1711111111/j/ rtle: Orern W. Impact Resistant 't�•'7}GENgF'• SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® _.•' MODUCIT BEVIOBD (TESTED UNrn Windows B Doors = Q-;• •..� rcmvbug*���� Deecriprlen: vete: WERESmONG191— _ No.58705 '.. TYPICAL ELEVATION (tef31n6 Cede t pT� ono r.mm tv..L u.L.a n saov — p¢tepteece No�� ELEVATION 5/22/19 T.I:aos.soT.�sra,r,.:�os.ssa.ssn = Dxt¢ cY/7.1/9� 2 t t�1tioa ��_ Revision: Rev.By. Rev.Date: PREPARED BY LYNN MILLER J '�•(V� K� 1D70 TECHNOLOGY DRIVE p �.ATE O`. ` tCrrltd ORIGINAL ISSUE N.VENICE,134275 F(ORIDr (941)480-1600 i/�ss •.......•• _\�\�� Senea/Modal: Scala: Shoot: Dmring No. Rev: COPYRIGNTO 2019 /// CONAL CGI WINDGW&6 RS /�11 i 11 1 111111 SGD-150 LMI N.T.S. 4 OF 28 SGD15OLMI-NOA 0 ALLRIGNTSRESEWIM CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#68705 DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PANEL WIDTH NON—REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135• CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. XXX(SHOWN) H L FOR DOORS USING 90' & 135' CORNER STILES OXX I`r c V__ LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXOX(REVERSE) 0 0 0 © EXTERIOR DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 H L J1 H w H H K p L 0 XXXXXX(SHOWN) © O EXTERIOR O 90•COJ1 OH HO OXXXXO 135'CRNER DETAIL'0'ON SHEET 22ORNER DETAIL'P'ON SHEET 22 NOM. PANEL WIDTH OPTIONAL IN LIEU OF A DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH G H J H o K 0 O Pin XXXXXX(SHOWN) © O EXTERIOR OgP CORNER DErAIL'O'ON SHEET 2 O 135 CORNER DETAIL'P'ON SHEET 22 V11ON-REINF. INTERLOCKS OPTIONAL IN UEU OF J SEE CHART ON SHEET 13 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH H C J H w ¢¢ tg o N aLLAB XXXXXO(SHOWN) © OH EXTERIOR O 99 CORNER DETAIL'O'ON SHEET 2 J OO ON OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NON-REINF. INTERLOCKS MODUG f oEYtYBi OPTIONAL IN LIEU OF Jt SEE CHART ON SHEET 13 111 t 1 t APPROVED CONFIGURATIONS .mopbySabYlJta✓nIt✓ 7711. Drawn 8Y: \��� ANY LYN/y NON—POCKETED DOORS (NON—REINFORCED SHOWN) WL"fi gews 11,003.03 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant `� .r\�•.•'��cENSF SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Aa 09_,e No-- Windows&Doors � Dascripton: Date: WEYIESi80NGE11- P•• •��'� THREE (3) TRACKS �s �.LG-�-1. „�a..,a.1..1,..1..I.I...,..01 *: No.58705 _ rp' CONFIGURATIONS 5/22/19 r.Eeoe.wa.�seo I r.raaeset.�ss _ NOTE: Revision: Re,By: R. Data: PREPARED O LYNN RMILLER2131 IQI '� 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1O7o TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 i0�•. S TE 14 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. (941)480.1600i '-."4ORIOP•.•'•N 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. seHee/wodet s�oto: snout Drvwing No. R— COP HR W0 2111 t NAL��G�\\ LGIWINDOWSSDOORS // O 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 5 OF 28 SGD15OLMI-HOA D ALL RIGHTS RESERVED /T 111111// CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 DOOR FRAME W. PANEL WIDTH FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED 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) !iE H 9- - FOR DOORS USING 90' & 135' CORNER STILES OXX r G H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXOX(REVERSE) d D: 0 0 0 © 0 EXTERIOR 0 DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 H L Jt H o r4 4,1 L 0 XXXXXX(SHOWN) © 0 EXTERIOR 0 90'CORNER DETAIL'0'ON SHEEP 22 J7 OH OH OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NOM. PANEL WIDTH OPTIONAL IN LIEU OF J7 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH w Fl�!M - I � o K v XXXXXX(SHOWN) © O EXTERIOR 0 0 O O O 90'CORNER DETAIL'O'ON SHEET 2 135'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 G H J H 1;; o N 0 B XXXXXO(SHOWN) © O EXTERIOR 0 90'CORNER DETAIL'0' ON SHEET 2 J 0O ON OXXXXO 135'CORNER DETAIL'P'ON SHEET 22NON-REINF. INTERLOCKS $90DUCf REVIM OPTIONAL IN UEU OF A SEE CHART ON SHEET 13 tt1111I11lT� APPROVED CONFIGURATIONS rs ca•M9�aTeNy theJl;bt(1D TRI.: Drown By: �\ N N yy NON—POCKETED DOORS (NON-REINFORCED SHOWN) WKdlneCoda 03 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Olmpacl Resistant :` O•'LtCEN3F ������ SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS AocopfenccND 1 '0 6 Windows&Doors •',c<`� gxplayy,>a Dwte ,2.y O20 D nptlon: Date: WBREITMOROER^ THREE (3) TRACKS No.58705 o-v pyyy�4:TmMa1 CONFIGURATIONS 5122/19 41:]Oa.BO.1l10 I an:]Oa.aO.aaq — NOTE: Reviefon: Rev.By: Rev.Data: PREPARED BY LYNN MILLER '. "a—A)T-s F�1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070 TECHNOLOGY DRIVEk ORIGINAL ISSUE N.VENICE,FL 34275 %On '•,F(OREO 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. �C P.•'• 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 9 (G41)480 r3 %�SS O.,••. Serie model: Srn/e: Sheef: Dror(n No. Rer. CAPYRIGHTo xDta \C\� 4. DDDR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. L RIGWSRE ODD SGD-150 LMI N.T.S. 5 OF 28 SGD150LM1-NDA O A 1RIGM SRESERVED I t f 1 I 111 CERT.OF AUTH.#29298 A.LYNN MILLER,P.E. P.E.#SB705 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHE N.VENICE,FL 34276 ` , t D0�0. R FRAMEµr, 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 5: K ARE PRESENT. .oHFOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF o c1 0 0 _ 0 Kt HQ EXTERIOR Gt XO(SHOWN) Ox DOOR MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 ~i K w 0 0 L1 0 K1 EXTERIOR O L1 XX #8 X 3/4" SMS DOOR FRAME WIDTH AT 24"O.C. MAX. FRAME WIDTH 1 ~x N H J1 y o C 0 0 NO J7 1 OH EXTERIO G1 OXO(SHOWN) 90'CORNER DETAIL'0'ON SHEET 22 135' CORNER DETAIL'P'ON SHEET 22 OXO(REVERSE) OPTIONAL IN LIEU OF A MAX FRAME WIDTH D REINF. INTERLOCKS SEE CHART ON SHEET 13 t�a H H aJtODUCPpgymw G J 1J �NuGas No"- a .03 to EaPlrouuR DatrZo2o rco f UNT1 [a, ` o G M nrLBe`& `.�.,...V� Gt HO EXTERIOR J7 HQ Gt rodeel CadteJ OXXO 90'CORNER DETAIL'0'ON SHEET 22 XXXX(SIMILAR) 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J7 ltnrnr APPROVED CONFIGURATIONS Title: D.-W. 3NV LYNN NON-POCKETED DOORS (NON-REINFORCED SHOWN) Resistant 1` Impact Im O \ "•"'• M �� SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK P -�.• yGENs �!�:� SEE SHEET 13 FOR Op AND REINFORCING OPTIONS Windows 8 Doors � �.• � F •'! Description: Date: WERESTRONOER' - Q: •,'p TWO (2)TRACKS 5122ns No.sa�os mo W.rose nr.a,eia..e,n sssu _ *.• CONFIGURATIONS s.e aos.ess,es.I r..:soesn.ese: —_ ' NOTE: Rev.By: Rev.Dote: PREPARED BY LYNN MILLER Revision: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1D7DTECHNOLOGY DRIVE � - •'. S L 1 ORIGINAL ISSUE N.VENICE,FL 34275 S ATE OF (V\ 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. i'0 p (941)480-1600 (� •.,CORION.-' 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. series/Model: scare: sheet. DrowIN No. Rev: COPYRIO"Tv cote ',sS/ 'NAI.' �G�; 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. AaRCMRRESEERRveo 7�/rI SGD-150 LMI N.T.S. 7 of 2a SGD150LMI-NOA 0 T r r I 1 f y 11, CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.E.&58705 DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA WIDTH, DOOR FRAME WIDTH DOOR FRAME W DOOR FRAME WIDTH _--_ --- W. NON–REINF. INTERLOCKS �– 1 SEE CHART ON SHEET 13 jY It W It U H �t U IU 10 o la jDO. °a ia EXTERIOR _ O EXTERIOR O Lt PX(SHOWN) PXX(SHOWN) XP XXP DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED �� CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 j r-- -- ARE PRESENT. 1 JIrTm FOR DOORS USING 90' & 135' CORNER STILES „o li Iy y LIMIT MAX. DESIGN LOADS TO 160.0 PSF I j0 OI U UI a Io OI oa M M l a mi NOTE: 0 I I I __J 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. EXTERIOR 0 Q 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. PXXP 90'CORNER DETAIL'0'ON SHEET 22 135' CORNER DETAIL'P'ON SHEET 22 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. OPTIONAL IN UEU OF JI DOOR FRAME WIDTH 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. • DOOR FRAME WIDTH NON-REINF. INTERLOCKS i--1- ---� SEE CHART ON SHEET 13 J I I 1 f f YIY YI �O 0 tl- $ 01 j0 01 �0 1g_ .1 1 al S 1 M M 1 L__ ___J MO EXTERIOR Q O QH MQ mo9DCroEvr". PXXXXP 90'CORNER DEIAIL'O'ON SHEET 22 10+Mmplft ki 114 F]yy�� 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF A AM°P"No 2=a!C 3„ DOOR FRAME WIDTH DOOR FRAME WIDTH Expi-j D.iejj� p NON-REINF. INTERLOCKS of i– 1►4. iWn.t Ooai4d � H H r-- w 1 J 1t IYrn o d io POCKETS ARE NOT PART OF THIS APPROVAL I0.0 I a AND TO BE REVIEWED BY AHJ. S I M K L-- �___ QM Q t:� Q4 EXTERIOR O HO K1 PXXXX(SHOWN) 9O'CORNER DETAIL'0'ON SHEET 22 135* PXXXO OPTIONAL ORNINR LIEU OFDETAIL,JI ON SHEEP 22 1111111/ XXXXP Title: D.-or. �.� ONS{LYN& OXXXP SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I. AGK ®Impact Resislard ,� !Ll/ E APPROVD CONFIGURATIONS Windows&Doors ��•'' _tCENSF .l�� Description: Dote: WEWE ttIROROER" Q,: ''.� POCKETED DOORS (NON-REINFORCED SHOWN) No.58705 SEE SHEET 13 FORD AND REINFORCING OPTIONS vao�.mue m..t,n.i..a,ruama _' P CONFIGURATIONS 5/22/19 i•I:faa.a0a.iaaa I s..:aoa.an.asa: n � TWO 2 TRACKS (/l Revision: Rev.9Y: Rev. to: PREPARED BY LYNN MILLER •;�� 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 ��,n••. SATE F (V\ (941)48D-1600 �s''.;°<ORIOP,.•'G\C�; Sonoa/Motlel: Scale: Sheet: Droning No. Re•: rHp SZes ��i,S�ONALIFN���� SGD-150 LMI N.T.S. 8 OF 28 SGD15OLMI-NOA 0 CERT.OFAUTH.i129296 A LYNN MILLER,P.E. P.E.058705 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 ONS ET 13 FOR DOORS USING 90' & 135' CORNER STILES H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF L2 GL A 0 b o- 0 0 0 XXXX(SHOWN) OXXX XXXXXXOX(REVERSE) © O EXTERIOR Q ) DOOR FRAME WIDTH FRAME WIDTH NON—REINF, INTERLOCKS SEE CHART ON EET 13 H H J7 H H W H H 0 0 0 XXXXXXXX(SHOWN) OXXXXXXO 0 0 HO EXTERIOR Q J1 HQ O OH O 90'CORNER DETAIL'0'ON SHEET 22 NOM. PANEL WIDTH 135' CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J1 NOTE: EldEYEi�p 8'"mPlYbg w4b 1;{e Fiwiia APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1mM4og Cade NON—POCKETED DOORS NON-REINFORCED SHOWN Aaplhuallo f' -060,x•03 ( ) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. A"um Di1e ,�� •� SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �� fy(tib �•�.�-,..-�.�� FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. r aL i ylct 4.� 1111111111,, rtle: D.-By: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant =:�<�•' UICENSF �(� Windows&Doors Daac.rptl— Dato: WEMNNNUR— No.58705 CONFIGURATIONS 5122/19 . . I .....J,..{{{n PREPARED BY LYNN MILLER Rovision: Rev.9y: Rev.Date: 1070 TECHNOLOGY DRIVE OZ�KAZ� �40 ORIGINAL ISSUE N.VENICE,FL 34275 a.4 (941)480-1600 ,�i�lS - ORION i Sariea/Nodal: Scale: Sheat: Dl*ln No. Rer. CAPYRIGNT tJ ZO18 �i 70 4 ALL RIGHTS RESERVED '77/,1NALj 1111` SGD-150 LMI N.T.S. 9 OF 28 SGD150LMI-NOA 0 CERT.OF RUTH.#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 LIMIT MAX. DESIGN LOADS TO 160.0 PSF DOOR FRAME WIDTH FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS JI F SEE CHART of SHEET 13 o G 0 XXXXXXXX(SHOWN) OXXXXXXO © O O HO ( HO EXTERIOR OH O 90'CORNER DETAIL'0' ON SHEEP 22 13S CORNER DETAIL'PON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NOM. PANEL WIDTH H J H w H H H H O' L3 o XXXXXXXO(SHOWN) OXXXXXXO © HQ QH Q OO EXTERIOR 90'CORNER DETAIL'O'ON SHEET 22 . 135'CORNER DETAIL'P'ON SHEET 22 f1UIlUCrREYig" OPTIONAL IN LIEU OF J e9O0mD ¢sithti�fpy NOTE: SNR CIL 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Eaa9tnateNaL1,3-63 1. APPROVED CONFIGURATIONS MnxlQa ate NON—POCKETED DOORS (NON—REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ca, SEE SHEET 13 FOR Dip AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ®$gym' cam" FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. \1111 11111/// 77t19: Drown By: \ C`O LY/ft.,...... SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Impact Resistant �� �1cENSF•✓/�(� Windows&Doars DeScript/on: Date: WE'MMONGER'• �_ No.58705 *;' 5/22/19 sr90 06 mm 90 1 e 306 60 96662 CONFIGURATIONS T.e a06.6u.6690 I r..:ao6.fiw.96e: =.D R-hien: Ra,By: Ray.Data: PREPARED BY LYNN MILLER '�S 23 ; 1070 TECHNOLOGY DRIVE �0,�•'. SATEO�� ORIGINAL ISSUE N.VENICE,FL 34275 (941)480-1800 '...�RIDP,.w•`G�Z�� Sena Model: Scale: Sheet: D-111 No. Rev: COPYRIOHTo 2019 �'i SZON '� 9 COI wNOO.S.DOORS '////INAL1111�� SGD-150 LMI N.T.S. 10 OF 28 SGD150LMI-NOA O ALL RIGHTS RESER D 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 DOOR FRAME WIDTH NOM PANEL WIDTH SEE CHART OEEF INTERLOCKS3 I Ht5 H I is m io z j I CL o I M H I I L-- PXXXX (SHOWN) MO HQ EXTERIOR Q OH XXXXP FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 DOOR FRAME WIDTH ICYi oto H $ H pi is a I o �a M 1 I S M I 7 PXXXXXXXXP (SHOWN) Q Q QH Q OJ OH EXTERIOR 90'CORNER DETAIL'0'ON SHEET 22 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS mAODLC FQEy1wo POCKETED DOORS (NON—REINFORCED SHOWN) NOTE: "IM-tag VUR With t110 Fhd4 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1• CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Amrt.nallo tj—jLo3.o3 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. C�z�fkm Rate ?020 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. Codd AND TO BE REVIEWED BY AHJ. �t 11111111/�� Ttle: (awn By. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant `:���•' 10EN SF /C� Windows&Doors weRE slxox u s— Desaipxon: Date: No.56705 EXTRUSIONS,BOM 5/22/19 T.1:zocs,z.,e,o I s.z:aos.ceo.cmz Q Revision: Rev.W. Re,Data: PREPARED BY LYNN MILLER �� I-\ .:•�� 1070 TECHNOLOGY DRIVE �O�'. SATE ORIGINAL ISSUE N.VENICE,FL 34275 (� ••.;cC ORIDP,••' \C��\ (941)480-1600 rSGl-Ul'0lShaet: DmMng No. R0_: W"IGHT0 m1eCG1MN1a0M.130OR5LMIN.T.S. 11 OF 2t3 SGD150LMI-NOA D ALLRIOHf5RE5ERVED 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 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEEP 13 r-- r--- I I I 1-0 H H O is K p 1 I o177 I M 0 I , ; If 1 I PXXXXXXXX(SHOWN) 0 0 QH Q Q EXTERIOR XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI 90'CORNER DErAJL'O'ON SHEET 22 NOT PART OF THIS NOA 135' CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH NOM. PANEL WIDTH NON-REINF, INTERLOCKS SEE CHARTit ION SHEET 13 DOOR FRAME WIDTH j I r--- i I I� = I H J H I0 w �Li H H a oM L__ NJ L 0 0 0 0 EXTERIOR 0 PXXXXXXXO(SHOWN) 90'CORNER DETAIL'0'ON SHEET 22 APPROVED CONFIGURATIONS 135'CORNER I O E 'P'ON SHEET 22 OPTIONAL IN DELI OF J POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: SEE SHEET 13 FOR DP AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 3ilOButfYEkb m smpylsg with tie d+6as'Nn FOUR TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. AAmao ty_oLo3.03 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. EtRI"dw Dal POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. \��•-AND TO TO BE REVIEWED BY AHJ. T�'aM•Hrdr tCa . Dmw SEAG Impact Resistant �� 00 LYNN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® P ; . iL// Windows&000TS ,. LICENSE'•,C� Description: Oat.: WERESTRONGER- Q':' •'.fes 5!22119 m.�.ma.sa.n.............su 7F: No.58705 CONFIGURATIONS ra:.ssas...sss I u.:.ossassss Revision: Re,W. Re,Data: PREPARED BY LYNN MILLER -0 1070 TECHNOLOGY DRIVE �) ORIGINAL ISSUE N.VENICE,FL 34275 %C) n4A (941)480-1600 'i��•'•.FC ORIDP,.•'G�C��� Series/Madel: 5n1.: Shoot: pr.rinq N. Rer. CoprRIGMTo got. �,s SGD-150 LMI N.T.S. 12 OF 28 SGD15OLMI-NOA D A LRIGKT RESEGMED �s�ONAL EN��`\ CERT.OF AUTH.#29296 A.LYNN MILIWIP.t�I P.E.#58705 DESIGN LOAD CAPACITY-PSF(GLASS) GLASS CAPACITY CHARTS GLASS TYPES GLASS TYPES 'A' &'Al' 'B' &'BI' NOM. DOOR NUMBER OF INTERLOCKS INTERLOCKS PANEL MOTH FRAME HEIGHT PANES W/O REINF. WITH REINF. WCNE5 INCHES ALLDWE9 EXT.(+)FINT.(-) EXT.(+) INT.(-) 24-1/8 10 60.0 1 60.0 80.0 80.0 30-1/8 10 60.0 1 50.0 80.0 80.0 36-1/B 10 60.0 1 60.0 80.0 80.0 42-1/8 82 70 1 60.0 1 60.0 1150.0 80.0 NOM. PANEL WIDTH 48-1/8 10 60.0 1 60.0 BO.0 80.0 54-1/8 9 53.3 1 53.3 71.1 71.1 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 NOM. PANEL WIDTH 36-1/8 B4 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 48-1/8 10 60.0 60.0 80.0 80.0 54-1/B 9 53.3 53.3 71.1 71.1 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH 36-1/8 90 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 48-1/8 9 60.0 60.0 80.0 80.0 24-1/e To 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 E8 E6,1 36-1/B 96 10 60.0 60.0 80.0 80.0 42-1/e 1 0 80.0 60.0 80.0 80.0 48-1/8 9 1 60.0 60.0 1 80.0 1 80.0 NOM. PANEL WIDTH GLASS TYPES m APPLICABLE FBC EGRESS WITH RKINS REVIEWED ENTS TO BE t 'O ro N n 111'1'9 REINF. REVIEWED 81'AHJ. c1 N EXT.(+) INT.(-) 24-1/8 10 50.0 60.0 30-1/B 10 60.0 60.0 t 36-1/8 to - - 60.0 60.0 SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS 42-1/8 102 to _ 60.0 60.0 ABOVE +60.0 PSF ONLY. 48-1/8 10 - - 60.0 60.0 INTERLOCKS INTERLOCKS 54-1/B B - 54.4 54.4 W/O REINF. WITH REINF. 24-1/8 10 - - 60.0 60.0 f406DCf 1lEYt9Pfi 30-1/8 10 - - 60.0 60.0 NOTE: vn O Plyi■ vft NvFIvA C 36-1/8 10 - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE I�1:Cud■ 108 AocaOta■«Nut 67 az-t/a 10 - - sD.o 60.o BASED ON ASTM E1300-09 (3 SEC. GUSTS) A> pl1a■O■te Zp 4a-i/e to - - 60.0 60.0 AND FLORIDA BUILDING COMMISSION 53-1/8 9 - 54.4 54.4 DECLARATORY STATEMENT DCA05-DEC-219 e; 24-1/B ID - - 60.0 60.0 Afb lid9 ■cl L'■■Itd 30-1/8 10 - - 60.0 60.0 36-1/8 114 10 - - 60.0 60.0 A11111111II 42-1/8 10 - - 60.0 60.0 Title: Down a,'. \\\ N lViv 48-1/8 9 - - 60.0 60.0 SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ® P \ �O,•...•.,. Im act Resistant �� LICENSE'•,C� 24-1/a 10 - - 60.0 60.0 WindowsRE &DoorS Q: ••,(CAS Description: Date: 30-1/8 10 - - 60,0 60.0 yT No.58705 36-1/8 120 10 1 - - 60.060.0 9no e1.1..9,P9 aa919 �y' GLASS CAPACITY CHARTS 5/22/19 1.1:999.39].1999 19.9c 899.999.9993 - 42-1/8 10 - - 60.0 60.0 "d 48-1/e 9 - - 60.0 60.0 Revision: Rev. PREPARED BY LYNN MILLER BY: Rev.Date: 2) 1070 TECHNOLOGY DRIVE �O�••, ATE ORIGINAL ISSUE N.VENICE,FL 34275 (941)480-1600 ����C�'•.<ORIOP,..•,'`G�=�\ Seriee/Model: Scale: Sheet: Droxing No. Re V: MPYR811TO 2019 SGD-150 LMI N.T.S. 13 of 28 SGD150LMI-NOA 0 CALLflIGMS RE6Efl[9 ''III INALIIAA\.\ r. CERT.OF AUTH.929296 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 STREMD GLASS 075"Interlayer .075"Interlayer 075"Interlayer .075'.Interlayer Saflex CP With PET Core SoOex CP With PEr Core Saflex CP With PET Core Saftex CP With PET Core 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 090" Interlayer 090"Interla er 090"Interlayer SentryGlas 3/8"AIR SPACE SentryGlas rYO y 3/8'AIR SPACE OR Kuraray America, Inc.' By 'Kuraray America, Inc.' Sent las By 'K Glas OR By Kuraray America, Inc.' By Kuraray America, Inc.' 090' Interlayer 3/16-TEMP. GLASS .090" Interlayer OR Trosifol PVB / Trosifol PVB noel Interlayer 3/16'TEMP. GLASS 090"Interlayer B 'Kurora America, Inc.' By'Kuraray America, Inc.' Trosifol PVB Trosifol PVB Y Y By Kuraray America, Inc.' By Kuraroy America, Inc.' 3/16"HEAT STREMD GLASS 3/16"HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS SILICONE SIUCONE SILICONE SILICONE GE SCS 1200 a GE SCS 1200 GE SCS 1200 GE SCS 1200 1OW CORNING 899 DOW CORNING,B99 tg DOW CORNING 899 F DOW CORNING 899 i m DOW CORNING 995 m DOW CORNING 995 mm DOW CORNING 995 rn DOW CORNING 983 DOW CORNING 995 DOW CORNING 983 � y = DOW CORNING 983 � rn DOW CORN NG 983 M7 a ] M1 XL EDGE SPACER M1 M1 XL EDGE SPACER ST. STEEL BY'CARDINAL' acs TTII.I! ST. STEEL BY 'CARDINAL' OR n II�I SENG BLOCKS n j!j! OR 'I 'I DURASEAL BY'OUANEX' I:I AT 1/4 POINTS ON LITES I I DURASEAL BY'OUANIX' OR !I!I WIDER THAN 36"' !I!IOR W' SETTING BLOCKS ai SUPER SPACER BY'GUANEX' a EPDM ai SUPER SPACER BY'QUANIX' O AT 1/4 POINTS ON UTES O O DUROMETER B5f5 O III�YU��I WIDER THAN 36' a SETRNG BLOCKS 1 L_R�J 91 (1'i 1 Qi 1 SETTING BLOCKS W EPDM W AT 1/4 POINTS ALL SIZES W W AT 1/4 POINTS ALL SIZES Fy DUROMLTER SStS E+ EPDM ,(5�4 SWC EPDM DUROMETER 85f5 iW5 W DUROMETER BSfS it F7GLASS TYPE 'A' GLASS TYPE 'AL' GLASS TYPE 'B' GLASS TYPE 'BL' /16.OVERALL LAM. CLASS 1"OVERALL INSUL LAM.GLASS 7/16'OVERALL LAM.GLASS 1"OVERALL INSUL LAM. GLASS GLAZING OPTIONS wEODucrlRsvll� � as aomplylog with tm Fled& laeeding Cao = Ploce No lq_of x3.03 Eapkww Date a'a�_- �r6•a Ma a t�L u rr'rt+.da duct COsald ' 1111111/ i, Mae: Drawn 9), ��`� NY LYNN Impact Resist ;� SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® <� y1GENSF /, Windows&Doors �.•' Description: pate; WERE STRONGER' Q,• •,� _*; No.58705 mo w.tone wr,.r,xm.,6,n aaou_ GLAZING DETAILS 5/22/19 r,r:ale.eaa.aaal I r..:aos.sea.66ea Revision: Rev.8Y: Rev.Date: PREPARED BY LYNN MILLER: .Ll 2�-}�--A--- 1070TECHNOLOGY DRIVE S O•. SS AT ';'•� ORIGINAL ISSUE N.VENICE,FL 34275 (�'•, DC7 (941)480-1600 i��s ••F<ORIOP,.•'G��; Series/Nodal: Scala: Sheet: Droving No. Rev: W1"IGNro 2111 cGI N00vv S AL SGD-150 LMI N.T.S. 14 of 28 SGD15OLMI-NOA 0 ALL RIRESERVED '�iIONIE` � t CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.058705 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS IN CLUSTERS TYPICAL ANCHORS CONCRETE AT MTG. STILE SEE NOTE SHEET 1 AT MTG. STILE IN CLUSTERS & INTERLOCK.ENDS &INTERLOCK ENDS AT MTG. STILE METAL STRUCTURES '4: SE CHART 3 KSI SEE CHART SEEIBY NOTEWOOD BUCKS INTERLOCK ENDS AT MTG. STILE SEE SPEC BELOW E SEE NOTE SHEET 1 & INTERLOCK ENDS EDGE IST° FOdL•QUAN1aT1,E5,•.• CONCRETE FOR QUANTITIES SEE CHART SEE CHART FOR QUANTITIES FOR QUANTITIES EDGE•DIST. .. '• '3.5/x" ..'•.. 5 EDGE dl .°3 5/8" t:ONCRETE EDGE 3 5/e" DIST. I I I I110 2 ZFW7LF� 0 Z Z ggf W g 2 f ` h ANCHOR TYPE A m 4 ANCHOR TYPE AANCHOR TYPE B N ERN ANCHOR TYPE C v ERN INTO 2BY WOOD BUCKS o OR WOOD STRUCTURES o THRU 1BY WOOD BUCKS o¢ DIRECTLY INTO 3.K51 CONCRETE o INTO METAL STRUCTURES INTO 3 KSI-CONCRETE OR APPROVED MUWONS DESIGN LOAD CAPACITY-PSF(ANCHORS) WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS OIE/IINSTALLATION CONDITIONS SHOWN APPLY TO HEAD ANCHORS SH.L ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH (TYPE A,B&C) (TYPE Be) TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL . CLUSTER AT CLUSTER AT TYPICAL ANCHORS: SEE ELEV. FOR SPACING STWINT BLOCK ENDS SNtOMM em NON. DOOR 4 B a 4 B B AT READ- -' - ' AT dAMHS- - ANCHOR EDGE DISTANCES PANEL WIDTH FRAME HOGHT EXT.(+)IXL(+)IXi.(+) EXT.(+) FD(T.(+) tJ(T.(+) TYPE 'A'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu- EL 77 K51,Fy-t55 KSI) TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 H51,Fy=155 KSI) INTO CONCRETE OR MASONRY- 2-1/2"MIN. I.- INT.(-)INT. wcNes (-)INT.(-) INT.(-) INT.(-) INT.(-) � INTO WOOD STRUCTURE= 1"MIN. _ _ THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES _ 30-1/8 80.0 80.0 I 1-1/4" MIN. EMBED INTO CONCRETE II 1-1/2" MIN. PENETRATION INTO WOOD I WOODNTO MAT HEAD ORnAL JAMBS SGa= 0!55 MIN. 36-1/e - - 76.2 80.0 - THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. a2-t a 82 7z.a e0.0 - 6B.7 80.0 - I 1/2" MIN. EMBED INTO CONCRETE I I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. - 00.0 - 80.0 - 54-t/8 62.8 71.1 - 59.5 71.1 71.1 TYPE 'B'- 1/4" X 3-1/4" ULTRACON BY 'ELCO'(Fu-177 KSI,Fy=155 KSI)•• TYPE 'B'- ,1./4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy-155 KSI) 24-t/e 80.o - - 80.0 - - I DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY I 30-1/B 80.0 - - 80.0 - - 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY f'RODUCP PWn-khdhB 36-1/8 75.5 BO.o - 71.6 80.0 - �CO01f'B��e es I TYPE 'C'- 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) II TYPE 'C'- 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) I 1]BYInS Cada az-t/s 67.e 80.0 - 64.3 80.0 - At>eapta6ce No (`I'-0603,Cry 48-1/8 62.3 80.0 - 59.1 80.0 80.0 INTO MIAMI-DADE COUNTY APPROVED MUWONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS "Mardon 0.17 lza/SIL 54-1/8 58.4 71.1 71.1 55.3 71.1 71.1 I OR II OR 24-1/a SO..o 80.0 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) bA •�-�•f�--S- 30-1/0 79.7 80.0 - 75.6 80.0 - I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I h�ar!BaalaP]9drefCarltd 36-1/8 90 69.2 80.0 - 65.6 so..o - ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) SILL RISERS az-T/e 61.9 80.0 - 5e.7 Bo.o e0.o STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) ' STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS 48-1/8 56.7 80.0 80.0 53.7 80.0 80.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AND SHEET 13 FOR CAPACITY za-1/8 e.3.o 0. - e9.0 0. - -AT SILL - L 30-1/B 73.8 80.0 - 69.9 80.0 - V' se-1/e 96 63.9 Bo.O - 60.6 80.0 - DIA. ULTRACON BY 'ELCO' (Fu=177 K51,Fy-155 KSI) POURED&HARDENED ANCHOR TYPE B ANCHOR TYPE B NO-METALUC/NON-SHRINKAGE DIRECTLY INTO 3 KSI CONCRETE S DIRECTLY INTO 3 KSI CONCRETE 42-1/a 57.0 80.0 80.0 54.0 80.0 80.0 DIRECTLY INTO CONCRETE HIGH STRENGTH GROUT ERN se-t/6 51.9 77.9 80.0 49.3 73.9 eo.o 1-3/4" MIN. EMBED INTO CONCRETE f'c = 5000 PSI MIN. a 24-1/8 60.0 - - 60.0 - - ` • -• -•- • - - - • - • - ' - ' - ' -' NOT BY C.G.I. 3o-1/e 60.0 - - 60.0 - - 11 MUST TRANSFER SHEAR se-t/e s9.s 60.0 eo.o 56.2 so.o 60.0 NOTE: LOADS TO STRUCTURE toe ANCHOR CAPACMES LISTED ON THIS I 42-1/8 52.7 60.0 60.0 50.0 60.0 80.0 •T """ < : a ae-1/e 47.9 60.0 60.0 45.5 60.0 60.0 v SHEET TO BE USED IN CONJUNCTION I '4 < ..... .TYPICAL ANCHORS• sa 1/8 Has 54.4 54.4 42.0 54.4 54.4 �/] WITH GLASS CHARTS ON SHEET 13 N 4 3.5/8 IN CLUSTERS' 24-1/8 60.0 - - 60.0 - - SC LOWER APPLICABLE VALUES CONTROL. AT MTG.STILE 30-1/8 60.0 60.0 - ig 3 TRACK SYSTEM SHOWN ALSO APPLICABLE & INTERLOCK ENDS 36-1/8 toe 55.3 60.0 60.0 sz.s 60.0 60.o o TO 2 AND 4 TRACK FRAMES. FOR QUANTITIES CHARS 42-1/8 49.1 60.0 60.0 46.6 so.a so.o PLEASE SEE FOLLOWING SHEETS FOR DETAILS. Title: Dr-By: �.``�Ny LYNN 48-1/0 44.5 60.0 60.0 42.2 60.0 60.0 u Impact Resistant i SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® P 54-1/e 41.6 S4.4 54.4 39.4 54.4 54.4 0 / Windows&Doors .•'' �1cENSF 24-1/8 60.0 - - 50.0 - - 3 Description: Dote: WFRESTRONOER" �:' '•,'p neo r.tfua a6..1,aat..a,n uata *:• No.58705 30-1/8 80.0 - - 37.2P5..01 60.0 1 36-1/8 114 51.9 so.o so.o 49.260.0 ;; ANCHOR LOAD CHART/ANCHOR DETAILS 5/22/19 M1I:]0f.49].alf(1 I In:i0Aaf1a59]_ f 42-1/e 45.9 60.0 60.0 43.660.0 m BY: Rev.Dota: PREPARED BY LYNN MILLER '. ��r�l :48-t/8 41.5 60.0 60.0 39.460.0 z LIMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS Revision: Rev. 1070 TECHNOLOGY ORI VE 24-1/8 60.0 - - 60.0 - FW/0 REINFORCING ALL SIZES ORIGINAL ISSUE N.VENICE,FL 34275 STATE30-1/B 56.9 60.0 60.0 54.0 60.0 g LIMIT EXT.(+)LOADS TO 80.0 PSF FOR DOORS (941)480-1600 i �'•. '4ORI0P.-`3120 48.8 60.0 60.0 46.3 60.0 a W/REINF. UPTO 96 IN.HT. Sanas/Model: Scale: Sheet: Drawing No. Rev: CDPYRIGHTo 2(119 , "•• ••DDORS az-1/e 43.1 60.o s0.o 40.9 so.o LIMIT RENTF`+)LOADS ABOVE 96TW,60.0 PSF HT. UPT0�2ODN�HIGH. SGD-150 N.T.S. �15 of 28 SGD150LMI-NDA D ALL RI031 GM�ESER D �771Sjl�NA) 1�?�� ae-1/0 38.9 58.a 60.0 36.9 55.4 60.0 - CERT.OFAUTH.#29296 A.LYNN MIL129,0.�. P.E#58705 SEE SHEET 15 FOR ANCHORS EDGE DIST. 3 5/8 EDGE ° �t=il •e' •+a' .I.Q:, :....' e. I OIa'� DIS.a3 I 01'+a I: a;3 I WEEP SIZE 1/4" X 1/8„ EDGE 5 B' EDGE 5 8 REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS 1 O 1 M71 O 1 O 1 i Ij I r ij r DECORATIVE i li III ii ii SILLCOVER OP, Q 1 II TaT I!II rat �!A r`r = ao !i It Ij Ij !I�I II vJi J W II II II!I I:I I�I li Ij It Ij Ij Ij II!I !I it SILL RISER !!I! POURED&HARDENED II jl I!II E8.1 REOD, FOR LOADS I!I! HIGH STRENGTH GROUT ABOVE+60 PSF :I:I NON—SHRINK,NON—MErALUC `! ! '!`! SILL RISER ('c = 5000 PSI MIN. E8 REOD, FOR LOADS NOT BY CGI WINDOWS ® ® (1) ABOVE +60 PSF r5 II E:1MUST TRANSFER SHEAR 1 E7 LOADS TO STRUCTURE I l 1 1 m g ® ® ® ® ® L w I 11 NixJ J gKQxct'aEYal IL 1 ....I.::.:.':. 1. .v._}:.':.::.;.;.:..• ... .... ...... rAarLLY tYeFIDNd! ...I .... ...................... ...... a .... ...................... ....... a .... ..................... ....... e ..... ...................... ....... ..... ...................... ....... .. ..... ..................... ....... .. Aecal/laeee No l4,.O ,o 1 e. . , .. • E*mtmu ogle q 1 ' e• :a I m 'a+ 13 KSI CONC. 3•KSI CONC. I1 -�.�....... fa3 5 W EDGEDIST.' c35/B"• EDGEDISf.• •+3 5/8,`• bs sW RoiaC[t•A1#ul` EDGE'DIST.• /.g� SEE SHEET 15 FOR ANCHORS TRI.: Drawn By: `\\ LY SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ®Impact Resistant \` 30 NN Windows&DDors �.��' �1cENSF' Description: Dote: WeRESTRDeOER" Q-: '•,� THREE (3) DOOR DETAILS DETAILS anoa.mcwm..bnm.a, = j N0.58705 3-TRACK DOOR DETAILS 5/22!19 m:aossaa.csaa 1 raa:aossmama aa.aasa _ ^ Revision: Re,By. Re,Date: PREPARED BY LYNN MILLER =-17 T 1E pF l •' 1070 TECHNOLOGY DRIVE S.Z •,��\ ORIGINAL ISSUE N.VENICE,FL 34275 S A (941)480.1600 i��•'•..cC ORIOP'.•'• \�� SBriO4/ModeL Scale: Sheet• Droving No. Rav: COPYRIGHfD 101a SGD-150 N.T.S. 15 OF 26 SGD150LMI-NOA O ALLRI�HSRESERVED �Sjf�NAL 1�C\`� CERT.OF AUTH.#29296 A.LYNN MILL��2,b.�. P.E.#58705 TYPICAL ANCHORS PANEL WIDTH SEE ELEV. FOR SPACING 1/2"MAX. O E6 D.L.O. O REINF, AS SEE CHARTONO JO LOAD BEARING SHIM MISA 1 SHEEP 13 FOR CAPACITY FS 1 1 z z c0io 0 a n ' W QO O O O O O = _ - ...... o a w � � E27 D.L. OPG. 0 � 1 EXTERIOR NOM, PANEL WIDTH 1 PANEL WIDTH LOCK STILE INTERLOCK INTERLOCK ASTRAGAL (REINFORCED) DOOR FRAME WIDTH (REINFORCED) #10 X 1-1/4"SS PH SMS 1 PER CUP 1X6 OR LARGER 3 PER PANEL WOOD BUCKS N AT 18" FROM EACH END M2 1/4"MAX O M2 AND SLOAD BEARING O #8 X 3/4"SSS FHH SMSMS SHIM METAL PANEL WIDTH 1 PER CUP STRUCTURE 1/2"MAX. 1/2"MAX. LOAD BEARING D.L.O. LOAD BEARING SHIM SHIM µi TYPICAL ANCHORS G� SEE ELEV. zo 1 FOR SPACING z, TYPICAL SANCHOR _ __- 1 '� TYPICAL ANCHORS 0 1 �PRODiva REVIaNse EE E SEE ELEV. FOR SPACING 1 FOR SPACING a 1 n b�.4 uft EEm*wdm NDate _oLo3•c3 sD Lj n 1 1 ...•n. II c 61Cf;¢iir li�dr rbdoel CoaMol w DOOR FRAME WIDTH _I FIXED PANEL EXT8 {{{11111 . � u •. c Tlik Dm.n By. l?.LYN1v �i SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant Windows&Doors Q; EXTERIOR Description: Data: WERE STRONGER" No.58705 � DOOR FRAME WIDTH —.r.0.1 1.x:,:..r,n-1.- 3-TRACK DOOR DETAILS 5/22/19 T.I:aos.eea.asee I DOOR FRAME WIDTH PREPARED BY LYNN MILLER^ t/L 2 n 2X6 OR LARGER WOOD BUCK Revision: Rev.By: Rev.Dote: �J -1 ;•rL` 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 %�.(\ FTATE F WOOD STRSTRUCTURE ,:•(V�� (941)480-1600 �i� �ORID ... THREE (3) TRACK DOOR DETAILS sense/Model: Scale: Sheet: 0-1x qNo. JR— �IONNRGIGGHTOOz s '%sS/� .�r1G��� SGD-150LMI N.T.S. 17 — 28 SGD150i MOA O ALL RIGHTS RESERVED AI CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.E.#58705 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS ? EDGE DIST. 1 3),1 Z EDGE DIST. 1 3/4" WEEP SIZE 1/4" 11/8" 3 REFER TO SHEET 15 FOR.VARIOUS INSTALLATION KSI CON.. 3 KSI CONC. p \p OPTIONAL SLANT SILL ADAPTORS M11 110 1 A l 2 E26 C 1 DECORATIVE SILL COVER ® OPTIONAL ii 11 ii 11 r tc uml II II I O O I1 II O = II II W o S II 2 O W J W Ij ji it , d d (�kT•G]! d O a I!1! O 1 it I!I! 0 'I'I i `I II II POURED h HARDENED II!I jl I! HIGH STRENGTH GROUT jl j! SILL RISER SILL RISER NON—SHRINK, NON—MET WC E8.1 OPTIONAL FOR LOADS Ea RE00 FOR LOADS f'c-5000 PSI MIN. OVE+60 PSF NOT BY CGI WINDOWS ® ABOV +60 PSF MS LOADS TOUST TRANSTRUCTURSFER ER I\ll r-4 tE\ N ...... L idfng C'66 Oi4Y tJL'BIWW I...;::.•::. •..( .7 I �-cerM I _e6a3•o3 .y• '°. I:m ce 3 KSI CONC. .y :'a. ..':.• .. I '••.• s •.,•• ��' I•'.'•.. !' 3 KSI CONC. �] ti5t�e]t 1 .. EDGE DIST. 1,3/4 w EDGE DIST. 1.3/4* _ SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS TWO (2) DOOR DETAILSDOOR DETAILS \\\111111!! Rtle: Drown BY: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant `����•.• `\GENSF'•,!� Windows&Doors Description: Dote: WERESTROKGER^ �;� NO.56705 2-TRACK DOOR DETAILS 5/22/19 T•I:8a6.6]].fifi8a I.•.:]efi.60LCfi]3— Revision: Re,By Rev.Dote: PREPARED BY LYNN MILLERtz 1070 TECHNOLOGY DRIVE Is 1 `ORIGINAL ISSUE N.VENICE,FL 34275 �.(�•• ATE F •(V` (941)460.1600 i�s•'•"ZORI01`, Seriee/Model: NT [ Ts'*'t: Drowiq No. Rev: fApvRIGHTo tole �/ /ONAL E\SGD-150 LMI .S. of 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED / 111111\\\\ CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705, TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH 1/2"MAX. 11 PANEL WIDTH LOAD BEARING #10 X 1-1/4"SS PH SMS SHI O 1 PER CUP O G 1 M2 #8 X 3/4"SS FH SMS Fi D.L.O. J 1 D.L.O. w y 1 PER CUP 1 E5 mi z U 0(/� O ' O O • O � O O O inn aa' a E4 E9 E6 ASTRAGAL - E2 D L.G INTERLOCK FIXED PANEL (REINFORCED) EXTERIOR NOM. PANEL WIDTH DOOR FRAME WIDTH 1BY WOOD BUCKS L1 1/4 MAX. SEE NOTE SHEET 1 � X10 X 1-1/4"SS CUP LOAD BEARING 1/2-MAX u0s SHIM METAL LOAD BEARING TSIEEEI ELEV. HORS #8 X 3/4"SS FH SMS 7STRUCTURE 1/2"MAX SHIM 'FOR SPACING 1 PER CUP LOAD BEARING K 1 - TYPICAL ANCHORS SHIMPANEL WIDTH SEE ELEV. y ! FOR SPACING D.L.O. TYPICAL ANC RS SEE E < FOR SPACI C ——— '• — — —— n -- — _ tRODUC r REVU8P 0{ m caaug wkY Im F"W& o I41idingc& '� A«eptmce No I .D 0 .03 0 w Ealkl AM M1e c/�'' �,n•C7 C;. ,•�• ce EXT. 6>�` 4 •lS�+�� �'-- EXTERIORDOOR FRAME WIDTH w DOOR FRAME WIDTH _ OwAr tow lC=os.11n1 w—�^ E27O FIXED PANEL EXT. TWO U TRACK DOOR DETAILS 11,11t1I RDImpact fl e. D.-By. >V LYNN Windows&D / DOOR FRAME WIDTH SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® &0:ont �` IGEN rs �:' ti sF •'•.��.'� 2BY WOOD BUCK Description: Data: WE1iE 8TRONDFA'" �' •' ' No.56705 OR WOOD STRUCTURE 5/22/19 onor.141.N.•1 n.L.e,F—M - y� SEE NOTE SHEET 1 2-TRACK DOOR DETAILS r.1:aos.eel.eslo I�••:aee.sl�.asax = Revision: Re,By: Re,Date: PREPARED BY LYNN MILLER 2? 1070 TECHNOLOGY DRIVE JJ ORIGINAL ISSUE N.VENICE,FL 34275 %�i(� ATE F :•([/�� (941)480-1600 !,(� '•.FCORIOP,.•'•\��` Sones/Modal• Scale: Sheet: Drawing No. Rev: RS MPYRIGMC 2019 SGD-150 LMI N.T.S. 19 of 28 SGD15OLMI-NOA 0 ALL RIGMS RESEED� , 1`�� CERT.OF RUTH.#29286 A.LYNN MILLER,P.E. P.E.ag 58705 , SEE SHEET 15 FOR ANCHORS EDGE DIST. 3 5/8" EDGE EDGE DIST. 3 5/8" EDGE DIST. 3 5/8" REFER TO SHEET 15 FOR VARIOUS g 01ST. •on INSTALLATION CONDITIONS. tv mN ,�q• �. 1� .. : .ya• ,'I �: .. .I '�a v •� ' I �� "a I.' . I ^ o J' WEEP SIZE 1/4" X 1/8° M„Ti C E 0 O ® O ® m ® m OPTIONAL ;;I; iii it 1i SLANT SILL ADAPTORS DECORATIVE O 10 SILL COVER W Ill OPTIONAL U w w 63 x I>a li li !I I !I!1 II i 1 o ;�r rr y!i II P! I II Ij ji it I! ji ii SILL RISER I!I! POURED k HARDENED I! Ee.l REgD. FOR LOADS I:I HIGH STRENGTH GROUT ABOVE +60 PSF :I;I NON—SHRINK, NON—METALLIC ;I:I :I:I SILL RISER T•c= 5000 PSI MIN. EB REOD. FOR LOADS NOT BY CCI WINDOWS ® ABOVE+60 PSF ry 1' MUST TRANSFER SHEAR E7 1 LOADS TO STRUCTURE 1 Iit I 1 0o w ® f ® ® ® L Ii MODOCr REVS 2 w vi\ \ mag W.aith fYeFMq/1 .. —N � .. ^ ......... .... .... ..... AoapMaceNo f7-01.03.C, E ntlan Date . Q.. ;. ew ara—7roaaI c� \ .; :" :•<. I m .a3. .'•a. I 3 KSI CONC. .....•... ..I .3 K51 CONC. EDGE DIST. •3 5/$°• w EDGE DIST. 5/9, EDGE DIST. '.'g 5/8,r• SEE SHEET 15 FOR ANCHORS0 01111111/1j title: Drawn ar FOUR (4) TRACK DOOR DETAILS SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant � cenleF M/l� Windows&floors Description: Dote: WERemRDRaER— No:58705 4-TRACK DOOR DETAILS 5122/19 m:3ossn.oscn I...:30.co3sse: __ PREPARED BY LYNN MILLER yam•- 3 Revision: Rev.By: Rev.Date: 1070 TECHNOLOGY DRIVE '� 4u Q ORIGINAL ISSUE N.VENICE,FL34275 !���'• FLORIDP•.•'•\��� (941)480.1600 SeHes/Model: Scale: Sheet: Drawing N0. Rev: COPYRIGH(O M. ,`s/OVAL CGI4NNDOM DOORS ��111111111111 SGD-150 LMI N.T.S. 20 Dv 28 SGD15OLMI-NOA 0 Ail RIGH RESERVED CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 n TYPICAL ANCHORS ' SEE ELEV.ACI FOR SPNG PANEL WIDTH 1/2"MAX. G2 E6 LOAD BEARING SHIM M15A 1 D.L.O. 1 o _ _ - _ _ _ 4�ODOt1It6Y�YY u ss--PymA rmdieBMW �-,N ! —0La3.63 L2 6aPls,im idle 1/2"MAX. ®+ l��^ •�•a ti ua LOAD BEARING #10 X 1-1/4'SS PH SMS A tc"" u�i 1 1 1 QO SHIM >_ 1 PER CLIP N 0 3 PER PANEL M14A M16A 0o? TYPICAL ANCHORS AT 18'FROM EACH END M2 SEE ELEV. AND AT MIOSPAN 1/4" MAX. FOR SPACING #8 X 3/4'SS FH SMS LOAD BEARING METAL 1/4-MAX. 1 PER CLIP SHIM STRUCTURE c ; sa. LOAD BEARING o r L3 SMETAL HIM w STRUCTURE U TYPIC ANCHORS E27 \ 11 SEE ELEV. FOR SPACING EXTERIOR '^ _ — TYPICAL ANCHORS e N — — — SEE ELEV. DOOR FRAME WIDTH FOR SPACING n 1X8 OR LARGER WOOD BUCKS U 1/2'• MAX. LOAD BEARING C. ;•'• ci n SHIM 1 EXTERIOR TYPICAL ANCHORS _ SEE ELEV. w FOR SPACING DOOR FRAME WIDTH U w 0 o u EXTERIOR w .� EXTERIOR DOOR FRAME WIDTH N N � 1L11ulrrr nu.: Drawn BY: .0 sY N m OIm acl Resislant `�� Oh „NYy SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® P �� '�1GENSF'• •�Windows&Doors � Q�••. •(<` oesoripeion: Dote: WEWE87ROa0ER•' — N0.58705 ' nas a,mus s�...�,eia.a,n aasu 7� 7)C ��� 4-TRACK DOOR DETAILS 5!22119 m:sss.en.nss I s..:ssssea.assa — 2X8 OR LARGER WOOD BUCK FOUR 141 TRACK DOOR DETAILS PREPARED BY LYNN MILLER OR Revision: Rev.BY: Rev.Date: 1070 TECHNOLOGY DRIVE 'v WOOD STRUCTURE ORIGINAL ISSUE N.VENICE,FL 34275 %O•' TATE IF� :••(V� (941)480-1600 i�s ••'�LORIDP,.�•'`G\?� Sanas/Model: S-k, Sheol: Draring No. Rev. OOPVcGl w,R�GWO tote SGD-150 LMI N.T.S. 21 OF 28 SGO153LMI-NOA 0111 ALLRIGI{TS ESE O sir"NJ A1 CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 #10-16 x 1/2' HH SELF DRIWNG SCREWS AT 6' FROM ENDS& 12" O.C. 90'CORNER P 135' CORNER #10-24 x 1/2' #10-24 X 1/2" FH THREAD CUTTING SCREWS z _jj!II FH THREAD CUTTING SCREWS AT 6' FROM ENDS & 12"O.C. AT 6"FROM ENDS & 12"O.C. 1 0 o II i! I;I i w E32 o: 2 O O O O�err 3 -n EXTERIOR V 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 DRIWNG SCREWS AT 6"FROM ENDS & 12"O.C. 1 3/4' 3 5/8' 3 5/8' 0 (4)ANCHORoda S ,�>r• ,y,°i Sy`0 (4)ANCHORS WtODUCf REYIS" -i- i -5111 til F7orisla r Amviaoce No i 0603 KJ 6" 6 6" 6" b" EsWsroW,o Date ei �-� (6)ANCHORS rol (6) ANCHORS ds `� •�"�'- I6 I6 3 B 3" 3,. 3 3" T -M 6" a. (8)ANCHORS �A• • -i- (8)ANCHORS \\111111117 6 3 6 3 S' Rla: Drawn By: �' ��•......N E' I 3" I 3' WSENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant `��N'.. .......... '\'ICENgF Windows&Doors Q TWO (2)TRACK THREE(3)TRACK FOUR (4 TRACK TWO (7)TRACK THREE(3) TRACK FOUR (4)TRACK Descnpton: Date: WEREFIt1BIRIER' * • No.58705 _ • mo�. 1041.a.....,aia...,n aaon CORNER DETAILS 5/22/19 s.i:ao..........I...:sas...a.e..s = PREPARED BY LYNN MILLER b Revision: Rev.8Y Rev.Date: REPAIRED , VT 4 1070TECHNOLOGY DRIVE01 ORIGINAL ISSUE N.VENICE,FL 34275 %'��(.'• FLORIOP•.•• (941)48D-16DO Serfas/Modal Scala: Sheat: 11-1,g Na. CGPYRIGMTo sots /ONALNDOMIDWRS SGD-150 LMI N.T.S. 22 OF 28 SGD150LM1-NOA �Ro— ALLwGRrs aesD 7j7r1111111\\\ CERT.OF AUTH.#29296 A.-YNNMILLER,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 1 =!' I woad METAL EXTERIOR Y U a 11 � 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 2 O O O O O i excDticrrevr� - aYA the i7asM] Afavu 0 0 o 0 o EBwB.m"m- ...... ....... teffrm seB c�nm K z z EXTERIOR rtre: Brown By: Impact ��•''�1GF'• SENTINEL 150 ALact Resistant ENg UM SLIDING GLASS DOOR(L.M.I.) AGK ® P . Windows&Doors Q•:• '•,��;_ Description: Dote: WE'xE 7TROxfiEl1" *: No.58705 �• DETAILS 5122/19 saB r.taae u,.a,aia.w,n]Bme T.I:i08.fiB]AfiBB I i"c 88fi.8B].BBB] ,9� G — ReNsion: Rev.By: Rev.Date; PREPARED BY LYNN MILLER�� '.•�,S Z3 I I :•(�� 1070 TECHNOLOGY DRIVE Q SATE F ORIGINAL ISSUE N.VENICE,FL 34275 %��'•.,F(ORID P;.•'•G\�� (941)4B0.1600 �i S Series/Yodel: Scale: Sheet: Dnrinq No. Rev: CGRYRIGHTO 1019 '',`S�ONAL���� CGI'MNOGW9&D n �ii1jjjjj1111Y SGD-150 LMI N.T.S. 23 Or: 28 SGD150LMI-NOA 0 A MGN RESERVED CERT.OF AUTH.#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 0 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-176 FRAME HEAD ANTIUFT&PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. E4 CGI-153 EXTERIOR INTERLOCK 6063–T6 CGI EXTRUDER – M11 W2320ING 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 EB CGI-157 SILL RISER 6063–T6 CGI EXTRUDER – M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 EBA CGI-181 ALT.SILL RISER(OPTIONAL) 6063–T6 CGI EXTRUDER – M14A PSOI-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 – MISA SGD-507N KEEPER ZINC INTERLOCKS INST.W/2#10X3/4'PH 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 PSO1-0036-117 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 SULLWAN/INTERLOCKS – E14 CGI-168 OUTER TRACK ASTRAGAL 6063–TS CGI EXTRUDER – MIB SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN – E15 CGI-170 POCKET HOOK 6063–T6 CGI EXTRUDER – MIS 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 EQUN. 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 – 52 – #10 X 1 1/4'LG. PHIL PH. SMS. ST/ST.ASY.SCREW – – 2 OR 3 PER CORNER E21 CGI-156A TOP&BOTTOM HORIZ (OPTIONAL) 6063–T6 CGI EXTRUDER – E22 CGI-158A ASTRAGAL (OPTIONAL) 6063–T6 CGI EXTRUDER – E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063–T6 CGI EXTRUDER – SINGLE LOCK' FOR ALL PANELS WITHOUT CORNERS E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063–T6 CGI EXTRUDER – E25 CGI-184 2,3 &4 TRACK FRAME SILL SCREW COVER 6063–T6 CGI EXTRUDER – TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40' FROM BOTTOM E26 COI-187 2,3 &4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) E27 CGI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063-T5 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER – E31 CGI-1057 FEMALE CORNER ADAPTOR(90•) 6063-T6 CGI EXTRUDER - DOUBLE LOCKS: READ. AT 90' AND 135' CORNER PANELS ONLY E32 CGI-1058 FEMALE CORNER ADAPTOR(135') 6063-T6 CGI EXTRUDER - TWO POINT.LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - BOTTOM M1 CGI-382V GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - - SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) SECURED WITH (2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED °ELonuCriEvtSM CONNECTING BAR (PART #HD-3310142) ftCQMvb-g WkYthtN xWy ZINC HANDLE SET IPAdl-g Cd. SECURED WITH (2) 6-32 X 1-1/2" OH MS Am Vtaoec Nm - 663.03Csplrxtima 7lmtc � STEEL KEEPER (PART #HD-3310143) I L24 4._ SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS b �� nfhaW NILdm t Comid `111111111/T� TRI.: Drama By. �.� pN ...Nei��•: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ��.• 'OCENgF•,�� Windows&Doors D—Ip6on: Date; WERESTRONGER" N0.58705 5/22/19 ano m.ixaa s...a,xin..k n...I = BILL OF MATERIALS T.I:ax6.axiED I Y 8xxMILL61a ��T/1�23 � �\ PREPARED BY LYNN MILLER (/l Ravielon: Rev. Ray.Date: 1070 TECHNOLOGY DRIVE TE ORIGINAL ISSUE N.VENICE,FL 34275 (t�••.,A'(ORIDP.•'' (941)480-1600 Sonas/Modal: Scal.: Sheet: Draring No. Rev: cORVRIGI DOORS we zola X77 S/Q •�\G�� SGD-150 LMI --]N.T.S. 24 OF 28 SGD15OLMI-NOA 0 ALL RIGHTS RS ED 77jttINAL1111` CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 4.735 5.921 1.340 �•{ 1.340 1 .070 .070 �{ I'-'•675 -"j •120 .860 .847 1.050 .847 -p .995 L IL--050 975 995 0501 975 3.255 1.184 1.184 W- 3.255 4.250 4.250 E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) Lt., 070 (5 GLAZING BEAD GLAZING BEAD .070 IAM.GLASS INSUL IAM.GLASS L FL-J-]� .99 .995 .075 .075 1.508 1.186 .070 .070 2.600 2.600 E7 TOP/BOTTOM HORIZ _� TOP/BOTTOM HORIZ (OPTIONAL) .6401 I .7553 3.000 .995 .725 .065 4 1.5 01 � .060 1.831 3.000 Imo--4.735--moi5.921 .070 .070 125 .156 O1.490 1.415 M2 FIX. PANEL CLIP 3.000 1'490 1.415 FRAME SILL (2 TRACK) E, � FRAME SILL (3 TRACK) - .120 3.750 3.750 2.005 2.005 EXTERIOR INTERLOCK (OPTIONAL) 2.755 .070 1.366 .155 ,1E5 E6 MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) 2.755 3.000 265 125 1.6103.000 .070 1.870 .095 3.510 3.572 LE.015� O SILL RISER (OPTIONAL) 0 1.610 1.87 1.415 1.415 1.770 _j ,060 1.600 1.870 .070 1.7� .060 3.572 33�� 3.188 ,.255 2.005 L� D7U D7D 2.005 2.005 1.625 2.005 E5 INTERIOR INTERLOCK .582 -� 1.255 INTERIOR INTERLOCK (OPTIONAL) E,a OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE I'995 2.120 ---2.005 FI�1.825 INTERIOR TRACK ASTRAGAL I � 5 1.50, .a6o 1.631 POCKET HOOK (OPTIONAL) &spowcr&Evmb ag a-pw"wm t►e Fb,,& 3.750 ,125 1.310AeftDtLnce No lgq_ey����3�.63 .155 ® .156 y �tI.��• '�-•O INTERLOCK REINFORCING 3.000 '-�+•�- Ea EXTERIOR INTERLOCK CO°k0I .070 .572 1{{11111// nt 3.510 .625 Title: Drown By: \��� �tJY LYNNM�%,i '741 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK OIro-lo s&Door ��,.•�10ENgF ,•�( 1.670 Windows&Doors Qom; 1.600 2.591 Descriph'on: Doth: WERE 81R0RDER" , 7,920 No.58705 2.670 3.341 3769 W.1s.t.611.,,n,..0.6u60u _ *••� ' os2 EXTRUSIONS 5/22N9 T.1:6........-16..:906.666.6661 LRevision: Rev.Hy: Rev.Doth: PREPARED BY LYNN MILLER Q' 2.005 1070 TECHNOLOGY DRIVE I I ORIGINAL ISSUE VENICE,FL 34275 �T'•, T. 7�- N. E OF , .625 .625 W-- (941)480.1600 .F � E23 Sonss/MOEeh. Scale: Sheet: Orow7n No. Rev: t O� (3HTO 2019 ��SS SILL COVER(OPTIONAL) 9 LLI RIGHTS RE&E�EO 77/ /�NAL,����� OUTER TRACK ASTRAGAL (OPTIONAL) E6 SILL RISER (OPTIONAL) SGD-150 LMI N.T.S. 25 of 28 SGD150LMI-NOA 0 CERT.OF AUTH.#29296 A.LYNN MILLER,P.E.REA58705 1.375 510 1.886 2 270 .060 25 1.615 .128 1.886 '128 .128 9 .260 / .190 1.650 2;40 .125 3.528 1 886 125 1.485 4.765 -065- .774 065 ® FRAME HEAD COVER .190 IIIA^ .774 .190 •774 1.330 .08�1 �640 2.412 1.520344 . 1.886 1.347 I 2.581 L.625 ® FRAME SILL COVER O E31 FEMALE CORNER ADAPTOR (90') E32 FEMALE CORNER ADAPTOR (135') E33 MALE CORNER ADAPTOR EP FRAME JAMB (2 TRACK) .243 1.375 1.791 060 1.620 © FRAME JAMB COVER 5.951 .080 1.620 .725 b 065 I .125 .545 090-�•I 1.620 1.508 II II I I .065 .625-- Fes-- .664- FRAME 664-^ I� FRAME JAMB (3 TRACK) 1a2 FIXED PANEL CLIP '18ftoUUC f QEVlw s o-pIybg-mr t►e Fk" . 1s1RdIDg Codd Ampt",,NNol _d6o3.0-& '20 p[rsret'fYdr ndoc-T�r Cuo4o1 11111 Rue: Drown By. � NYLYNN SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ®Impact Resistant �� �O..• '•.... Windows&Doors ��.•' �lcervsF !�. Description: Dot.: WE'RESTROBG0- Q'; '•.� ' No.58705 5/22/19 M.r,tone ao...,etas, EXTRUSIONS m:sas.aussaa I v..:sossasssu - Rev.B PREPARED BY LYNN MILLER :t` qrj Revision: y: Rav,Data: 1070 TECHNOLOGY DRIVE L(I ORIGINAL ISSUE N.VENICE,FL 34275 ' (941)4813-1600 ;<" N �•'••FCORIDP;.•'' S.6-I61ode1: Scale: SAaet: Droning No. Rev: CO RIGHTo 2DID ��y lssi "" C1L9�� SGD-150 LMI N.T.S. 26 OF 28 SGD150LMI-NOA O ALL RGM RESDE=0RD yy77��NAI�11� � CERT.OF AUTH.7129298 A LYNN MILLEF�,d.E. P.E.R 58705 a 7.750 52 � .925 .857 1.250 T— / FRAME HEAD (4 TRACK) .080 /- �— 2.600 .753 7.730 FRAME E29 FRAME SILL (4 TRACK) FRAME TOP CORNER 1.375 4 TRACK SHOWN 1.620 1.62 00 7.750 S2 1.620 / .080 / w0jouC r'REVIMP ,095 1.620 Mc mplyi galtsIkeF14A&- Ikaalnsce•m � �oGa3•o3 - gpeeyleoce Na /SG I. -.-• 625 E30 FRAME JAMB (4 TRACK) ' \111111111 Tice: Om-8y: `�.� ANY LYNN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact ResistantCENse Windows&Doors �.' F oeacnption: oats: WERE 3TRDN M- Q': '•.� ,yr; No.58705 3710 5/22/19 u...q n•i.•e,name INSTALLATION DETAILS,EXTRUSIONSSIONS r•i:t9.ae.snore sea..s•o I r••:.os.sse.ess: -_ PREPARED BY LYNN MILLER "0 Revision: Rev.6y: Rev.Date: 1070 TECHNOLOGY DRI r )CA •<1/ ORIGINAL ISSUE N.VENICE,FL 34275 ���'•, SATE F (941)48D-16 '•-F�ORIDP,.•' \?� FRAME BOTTOM CORNER Sonea/1lodel: Scale: Sheet: Omwing No. Rer. COMIGHTO tote � O G 4 TRACK SHOWN AU RIGIDR RESER�ORS 'i7j1fNAL\\\\\\ SGD-150 LMI N.T.S. 27 OF 28 SGD150LMI-NOA 0 CERT.OF AUTH.029296 A LYNN MILLER,P.E. P.E.058705 S2 52 S2 FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER S2 MITERED BEAD CORNER(TYPICAL) 52 00 S2 / oRODUC C REV159;j m oatvptytug wtt6 roe F3.0 / �R Coda =I-""tanN. - / aq-03 �•'dr-wa Date , .-! - rLtrtGmAa1 PANEL TOP/BOTTOM CORNER FRAME BOTTOM CORNER SQUARE BEAD CORNER(OPTIONAL) 2 TRACK SHOWN TIN.: Drown ey^ SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Impact Resistant ���.•'T 1cENgF'•/C� ®Windows&Doors Deenipeon: Date: W¢BE6IBOlim- No.58705 T37 1041hw..t,aa..e,rt uou_ x: INSTALLATION DETAILS 5/22119 i.i:�oe.ev�.eeao I—1H.....— R— H..... :Rev.try: R. Date. PREPARED BY LYNN MILLER S z FRAME BOTTOM CORNER 1070 TECHNOLOGY DRIVE O g AT F� •((7�� 3 TRACK SHOWN ORIGINAL ISSUE N.VENICE,FL 34275 i'n ,c (941)460.1600 i�S '•.GORID?`.•'•G\�� S.nwe/llodot: FNT.S.T21 Droving No. Rer. covrRicHro zote ', �ONAL �SGD-150 LMI OF 28 SGD150LMI.NOA 0 aiaicrtsMR&I)OOOnE�O /1"111II11ITr CERT.OF AUTH.529296 A LYNN MILLER,P.E. P.E#56705