Loading...
HomeMy WebLinkAboutProduct Approval MIAMI• MIAMI-DADS COUNTY Imauldu 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 OA RECEIVED ;;;1.miamidade.gov/economv CGI WINDOWS and DOORS,INC. 3780 W. 103rd Street FEB 2 4 2020 Hialeah,FL 33018 ST. Lucie County., permitting SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 150"Aluminum Sliding Glass Door w/wo Reinforcements—L.M.I. APPROVAL DOCUMENT:Drawing No. SGD150LMI-NOA Rev O(former W10-31 Rev O),titled Series"150 Sentinel Aluminum Sliding Glass Door",sheets 1 through 28 of 28,prepared by manufacturer,dated 05/22/19,signed and sealed on 05/23/19 by Lyn Miller,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami Dade County Product Control Section. AUSSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing&sill riser and the max allowable panels for the entire unit,in sheet 13. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly.For Doors w/corners, see limitation note 4,below. 3. Max shim not to exceed%"at Head/jambs& %"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into conc. 4. Units containing 901& 135°exterior corners must be limited to Max Dp=+/-60 PSF. See sheet 22 for anchor layout. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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,E-2,E-3 &E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. � � `; +��1'OA No. 19-0603.03 rnaMi nape N" Expiration Date: September 22,2020 Approval Date: July 18,2019 �� Page 1 z CGI WINDOWS and DOORS.INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBARTTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L,titled Series"Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation,dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC,TAS 202-94 along.with marked—up drawings.and installation diagram of 8-panel,Alum SGD w/Pockets& 135° and 90°corners,prepared by Architectural Testing,Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively,both signed and sealed by Joseph A. Reed,P.E.(submitted under file#15- 0619.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along.with marked—up drawings and installation diagram of 6-panels Alum SGD w/Pockets& OXXX,prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W&-W-1, dated May 22 &23,2014 respectively,both signed and sealed by Ramesh Patel,P. E. (Note this test reports have been revised by an addendum letter dated SEP 24,2014, issued by Certified Testing lab.) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window,to-qualify DuPont"Butacite"PVB interlayer, Duraseal® and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel,P.E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel,P. E. along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont"Butacite"PVB interlayer,Duraseal® and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed&sealed by Ramesh Patel,P.E. .Lu-_-% 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 S 1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ` 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test Report No.HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J.Abraham, P. E. (submitted under files#12-0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD (OX�prepared by Architectural Testing,Inc.,Test Report No.ATI—C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham,P. E. (submitted under files#13-1121.08/412-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis,conformance to, complying with FBC- 2010 and with FSC 5th Edition (2014),prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their"Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company(MA)for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 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 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 f CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA#15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America,Inc., as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon,P.E. 3. Test proposal#14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda,P.E. 4. Test proposals#13-1098, approved on Oct 02,2013 and revised on FEB 24,2014,signed by Manuel Perez,P.E.,test proposal# 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal#09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. Evidence submitted under previous approval. A. DRAWINGS 1. Drawing No. W10-31 Rev O,titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05,2018, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6`h edition) and No Financial interest,prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad,P.E. G. OTHER 1. This NOA revises NOA#17-1011.18,expiring 09/22/2020. 3. 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 4 ' 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 Saflex HP Composites Interlayer w/PET core", expiring on 12/11/23. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company(MA) (Former Solutia Inc.) "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 61h 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. L,,,..,--. -, 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 1DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED FOR THE GLASS TYPE AND REINFORCING TO USE. BY BUILDING OFFICIAL. STEP 3t�D1iUC1'o6Y� USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ==rwAgwmwwb" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE IN STEP 1 ABOVE. IBIohmnN04 ly_p6o3.o REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA- AanyWaroNo 3 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). STEP 4 THE LOWEST VALUE TIRERESSYSTEM.ROM STEPS 2 AND 3 r �e s�Pz a•�2o SHALL APPLY TO ENTIRE SYSTEM. IS '•`�` 1_ 18Y OR 25Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS - 6� PP'edwcl CDRJloB TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. lit/e: D...By. ONY LYNN ( ) WiI I t ALL SHIMS TO BE HIGH IMPACT, NON—MEFALUC AND NON—COMPRESSIBLE. SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ®Impact Res(staorsnt ndows �� &DoocENSF MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT DescNpfipate; We I'STRD 8,D Q\•'• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE on: '•.� REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. erro�.toFu ev..:,xi.i..e,Fr eeai. =1IT No.58705 COVER,INSTRUCTIONS 5/22119 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION r.i:aoe.ew.asau I F..:ros.ser.eso: FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY Revkion: Rev.By: Rev.Date. PREPARED BY LYNN MILLER--a ' OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 1070 TECHNOLOGY DRIVE %� J"^r I jr WATER INFILTRATION RESISTANCE ETC. ORIGINAL ISSUE N.VENICE,FL 34275 %O S ATE F 4uz CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, (941)460-160D %�� •.;'(ORIDT;.••' AND TO BE REVIEWED BY BUILDING OFFICIAL senoe/ModeF. Scala: Sheet: Dnw(ng No. Rev: cor WGRfo M19 �,lSS CGI WN SGD-150 LMI N.T.S. 1 OF 28 SGD15OLMI-NOA 0 �RIGM RESERVED vv�i//ONAL�?`` CERT.OF RUTH.#29296 A.LYNN MILLEd,IA.b�I1P.E.#58705 j �6" 3" (8) ANCHORS TYP —CLUSTER SHOWN z 14" 3 TRACK MAX. HEAD ANCHORS M 282 13/16"MAX. DOOR FRAME WIDTH HEAD ANCHORS 14"MAX. 48 1/8" ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 NOM. PANEL WIDTH AT 3'O.C. 6'MAX. 1 13/16" SEE CHART ON SHEET 15 HEAD FALSE OPTIONMUNTINAL _ — NSILL MIN. OPTIONAL /� C E FOR CAPACITY CORNERS . I I REINFORCING I r �I AT INTERLOCKS I OPTIONAL L SEE SHEET 13 M ;I II j FOR CAPACITY ==4L===41=== io 2 1/8? j _ L. OP,L11 2 POINT 42 1/8' j SINGLE LOCK D.L. OPG. SEE SHEET 24 ao 'D -4 FOR DESCRIPTION j� N \ o O I oYl O a o I 1 1 N POCKET J B SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE 48 1/8" mg' (6)ANCHORS ._J/ 48 1 8" (SEE 25&DETAILBM ON Z. CLUSTER SHOWN ENDS INTO CONC.AT 3'O.C. SEE CHART ON SHEEP PANEL WIDTH / POC �v 15 FOR CAPACITY PANEL WIDTH SHEET 23) KET JAMB ANCHORS 3 TRACK (SEE SHEET 23 FOR �lJMODUC[ JAMB ANCHORS 14" �. / .. ... ... TYP. INSTALLATION) 'y C—Plf'tettwN 1b" _ TRACK lwging Cede Til B TMD F 3 LL ANCHORS Eafi"d ue17- g � C6fta4rt PoedectCmlgoq Fo—� 8" e' 8" 8" 8" 8' 8' (1)WEEP DJISTER (2)WEEP CLUSTER (2)WEEP CLUSTER (2)NEEP CLUSTER 2 WEEP CLUSTER 2 KEEP CLUSTER 1 WEEP CLUSTER 1W111 II III/T� Tine: D.-By: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant �\ ��•'LICENSE ��! Windows&Doors D.—Ip on: WTMSTRUNIE' _ N0.58705 TYPICAL ELEVATION Dote: TESTED UNIT ELEVATION 5/22/19 a666�.1060 6 r..b 6nma6,n mou= Tel:606.666.6660 I !06.686.6695 Revision: Re,By: Re,Dote: PREPARED BY LYNN MILLER D.L. OPENING 1070 TECHNOLOGY DRIVE �Q�• SATE F '•!V�` D.L.O HEIGHT DOOR FRAME HEIGHT — 9 11/16" ORIGINAL ISSUE N.VENICE,FL 34275 D.L.O. WIDTH = NOM. PANEL WIDTH — 6" (941)460.1600 items •:c�OR10?.• G\?\ PANEL HEIGHT = DOOR FRAME HEIGHT —1 3/16' Senes/Model: Sooie: Sheet: D—Ing No. Rev. Awt I1 GRTSRESEWRD //7'S AL 1���`\\ SGD-150 LMI N.T.S. 2 of 28 SGD15OLPAI-NOA 0 CERT.OF AUTH.#29296 A LYNN MILLER.P.E. P.E#58705 3" ANCHORS CLUSTER SHOWN TIP. `-- 2 TRACK HEAD ANCHORS 190 9/16"MAX. DOOR FRAME WIDTH HEAD ANCHORS 14 MAX. ANCHORS PAIRS 2, 3 OR 4 PAIRS HEAD/SILL AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 AT 3'O.C. 6"MAX. SEE CHART ON SHEET 15 HEAD/SILL — 1 13/16' FALSE MUNRN CORNERS MIN. OPTIONAL Al ClFOR CAPACITY _ _ _ m I I I REINFORCING I I II AT INTERLOCKS OPTIONAL m G l II 11 H J 1 SEE SHEET 13 I �I I� FOR CAPACITY -- I m = II II 2 POINT 42 1/8• 42 1/8" 1 5E — yyII ISINGLE LOCK D.L. OPG. D.L. OPG. I x co to tj --- ---- --- SEE SHEET 24 a 1 J �I FOR DESCRIPTION z = g ZOo Y o jl �� Ij .�� ./� /� F�I m 1�I,I,... �1 0_ B 1 D 1 a i womct uveww ft coptytaa whh the unlit h'ltlang Code e I—� Aocaptul, No 15-6C.3, 3 SILL TYPE B2 ANCHORS 2,/3 OR 4 PAIRS)/ 48 1/6" 1 are8°°Dt'-414-2420 m (6) ANCtHRS AT STILE ENDS AT 3"O.C. SEE CHART ONJJ 48 1/8" 2 TRACK `sd� CLUSTER SN SHEELZS FOR CAPACITY PANEL WIDTH pgp1EL WIDTH POCKET �i S.S�—•i+• JAMB A!JCHO..I� 1 2 TRACK JAMB ANCHORS t Eee'nletY todo:t Cue11o1 SILL ANCHORS 6, 14' 3,. n lYP D.L. OPENING 61 Dl D.L.OHEIGHT = DOOR FRAME HEIGHT — 9 11/16" D.L.O. WIDTH = NOM. PANEL WIDTH — 6" PANEL HEIGHT = DOOR FRAME HEIGHT—1 3/16" (TESTED UNIT) TYPICAL ELEVATION (1)r8 aumR ID lap ousml (n rtr ame (t)KP OWSO (1)VIP mso II II nue: REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. AGK Impact Resistant SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) Windows&Doors ��.•' UCENSF'•,C��. Description: Dote: WE91E tifRONOEA" �: '. eteo er.low ev...,xLL.e,n eeou - *: No.58705 ELEVATION 5/22/19 ..n aoe.see.eeeo I f.e:D06.69e.6592 — ReWsion: Ray.BY: Re,Data: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 i�T'•. S ATE O •(V (941)480.1600 (�`•'•.;c�OR1D?.•'•/.�� Sefies/MoQal: Seele: Sheet: D—Mg No. Rev: CDVYRIG1tio 201e I SGD-150 LMI N.T.S. 3 OF 28 SGD150LMI-NOA 0 '� ALLRIGM RESERVED ONALE` CERT.OF AUTH.#29296 A LYNN MILi�LEtR,P.L. P.E\\�`.#58705 (8)ANCHORS (8)ANCHORS �6" •.Typ. � / (SEE SHEETSHOWN 22) CLUSTER SHOWN 14" EXTERIOR EXTERIOR 3 TRACK i MAX. HEAD ANCHORS 149 5/16" 146 9/16' 97 3/4' DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. HEAD ANCHORS FALSE ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS OPTIONALIONAL 48 1/8' AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS 6" MAX SEE CHART ON SHEET 15 HEAD NOM. PANEL WIDTH AT 3"O.C. 1 5' FOR CAPACITY SILL 93, SEE CHART ON SHEET 15 1 13/16" FOR CAPACITY CORNERS MIN. I I I I REINFORCING 1O AT INTERLOCKS I ===_4F OPTIONAL M �I H H 0 SEE SHEET 13 P Fi N FOR CAPACITY o -- zc? °wo jI1Ii ayo _—=�I II'_a%,—1/—_8l1I!1 I;_—_— �4^uwxw /.%./� =a /•%/ m II DOUBLE LOC LOC1o0 SEE SHEET 2 t 0y FOR cf4 /•%/ 42/•1%/8' 42 1�//8 " L 0 1 DESCRIPTON 2 POINT D.L. OPG. D.L. OPG.____ ___ DOUBLE LOCKS SEE SHEET 24 FOR DESCRIPTION oo1 2 a a a 1 0 2� '===YL oZdU vZdU pQU Ym g D F a0 POCKET SILL TYPE B2 ANCHORS SILL TYPE B2 ANCHORS 48 1/8^ 48 1/8' 48 1/8' I 48 1/8 � JAMB ANCHORS 2 OR 4 PAIRS ////�` 2, 3 OR 4 PAIRS PANEL WIDTH PANEL WIDTH N o AT CORNER STILE ENDS. AT STILE ENDS PANEL WIDTH PANEL WIDTH 3 TRACK —/ SEE CHART ON SHEET 15 AT 3'O.C. JAMB ANCHORS FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY 3' (4)ANCHORS EXTERIOR (6) ANCHORS EXTERIOR 14' TYp, 3 TRACK CLUSTER SHOWN CLUSTER SHOWN SILLANCHORS MAXn (SEE SHEET 22) / 11111111111��Y rtle: are-er: ........,1Qj SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Olmpal l Resistant11cENSF'•�C(� gtppOcr REYW�D (TESTED UNIT) Windows&Doors Q-;• •. Ir C=Pwn.kh the Fud" TYPICAL ELEVATION ip5on' Dote: WeRe sTnaecre^ N0.58705 Boding C —T� 1k Aceoptmc � 5/22119ELEVATION ono�.loos nr..�,nlas,n aasu s.e sos.s.s.ass.I s..:sss.su.sssx = /� gzy,lndo°D°ie PREPARED BY LYNN MILLER 2 j 1`� Revision: Rev.By. Rev.Dote: 1070 TECHNOLOGY DRNE ��0 S E0 `bra. •d¢crCM�E4 ORIGINAL ISSUE N.VENICE,FL 34275 /��'•,•F�ORIDP,._'` \�� (941)48D-160D Sones/Mod./: Scale: Sheet: Drveinp No. Rer. COP YRIGHT o 3018 7// CONAL \�� SGD-150 LMI N.T.S. 4 0 28 SGD150LMI-NOA 0 ALL RIGHTS RESE�D //1j1I11111111 CERT.OF RUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 DOOR FRAME W. FRAME WIDTH PANEL 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 FOR DOORS USING 90' & 135' CORNER STILES OXX G H LIMIT MAX. DESIGN LOADS TO *60.0 PSF XXO o D XXX(REVERSE) K 0 0 0 © EXTERIOR 0 DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 H L J1 H w H H o LlFi I a 11 1 1 XXXXXX(SHOWN) © 1 O EXTERIOR O 90'CORNER DErAIL'0'ON SHEET 22 J1 O O OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NOM. PANEL CWIDTH OPTIONAL IN LIEU OF JI DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH � N = C J H W H H 0 o K 0 XXXXXX(SHOWN) © EXTERIOR 90' CORNER DETAIL'0'ON SHEET 22 135 CORNER DETAIL'P'ON SHEET 22 NON-REINF. INTERLOCKS OPTIONAL IN UEU OF J SEE CHART ON SHEET 13 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH G H J H W H H D: o N 0 XXXXXO(SHOWN) G H J 6 O EXTERIOR O 90'CORNER DETAIL'0'ON SHEET 2 HOOD OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NON-REINF. INTERLOCKS 6titODUCf YEYfY8Y OPTIONAL IN LIEU OF JI SEE CHART ON SHEET 13 ,%t I I I I ll APPROVED CONFIGURATIONS -�pnyg �y (b rue: - DfOM^W ` oNy LYNN NON—POCKETED DOORS (NON-REINFORCED SHOWN) t6„a(DgCeds 060303 Impact Resistant .. i9- SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ,.•' tcENg C SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Acc�ytmallo u Windows&Doors 2,• P '•.�F�; Eyla1t--ll=s � Description: Date: WERE STROROTA" P,. '•.A �_ THREE (3) TRACKS . ,.., .., No.56705 CONFIGURATIONS 5/22/19 M1I:]69.6916996 I Br.669d93.6l9 � — NOTE: R 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. °"r'i°"` Rev. PREPARED 1070 TECHNOLOGY LYNNLOGY DRRIVVE MILLER 4/1` By: Rev.Date: 1 � '. 941)4661, 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORIGINAL ISSUE ( VENICEFL 34275 �0�'•. S TE !V (9600 � � '•.F<ORIDP•.••' \_� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Sodee/Nodal: Scale: Sheet• Dl*in 11 Rev: COPYRIGHT02019 �i s •" G` 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. o GAURIGMsaESERVED ,�N`�� SGD-150 LMI N.T.S. 5 os- 28 SGD150LMI-NOA 0 r I 1 i l t t CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#56705 DOOR FRAME W. FRAME WIDTH PANEL 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) SHOWN) H L FOR DOORS USING 90' & 135' CORNER STILES OXX G H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXX ds XXX(REVERSE) �o K 0 0 0 © EXTERIOR DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 H r zr�FTE 41 L J1 H w H H o L 0 XXXXXX(SHOWN) © O EXTERIOR O 90' J7 CORNER DETAIL'O'ON SHEET 22 OH HO OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NOM. PANEL WIDTH OPTIONAL IN UEU OF A DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH C H J H o K 0 XXXXXX(SHOWN) © EXTERIOR 90'CORNER DETAIL'0'ON SHEET 2 135' CORNER DETAIL'P'ON SHEET 22 NON-REINF. INTERLOCKS DOOR FRAME WIDTH OPTIONAL IN UEU OF JFRAME WIDTH SEE CHART ON SHEET 13 PANEL WIDTH G H J H w 5510 o N 0 XXXXXO SHOWN G H J ( > @ 0 EXTERIOR iO 90 CORNER Ilk'0'ON SHEEP 2 OO O OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NON-REINF. INTERLOCKS oAC•DUC f 0Evow OPTIONAL IN I EU OF J1 SEE CHART ON SHEET 13 1111 11 1 1 r l I t APPROVED CONFIGURATIONS a canPhl-8 ith amw Rtre: Drown W. NON—POCKETED DOORS (NON-REINFORCED SHOWN) TsualingCO& Impact ResistantN SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Aa Vince No 1 -0 0 •03 SENTINEL 150 ALUM SLIDING GLASS DOOR(L,M.I.) AGK P '� 41GENS6.'.. i /�� E VA'.t au oare__a4z 74U7 ®Windows&Doors ��;• •,6`� THREE (3) TRACKS & � � `uti—� Description: Oats: WEAE fiTRON6ER^ �•;� No.58705 mss�.rsm a..a xia..e,naaon - wl"e' prodxlCoaled CONFIGURATIONS 5/22/19 sa:assso.uas I r..:aosaaa.asaa - j NOTE: Rurfslon: Re,W. Re,Date: PREPARED BY LYNN MILLER 3 �3 I� •: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070 TECHNOLOGY DRIVE . ORIGINAL ISSUE N.VENICE,FL 34275 IIFF !V % T �R1DOP ,•'`�1; 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. (941)480-1600 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. series/Moder: Srnre: Sheet °r°a(ny No. Rer, r COPY IGHTO 2019 . s u /7 '7'ONAL 1�� 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 5 OF 28 SGD15OLMI-NOA 0 CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 DOOR FRAME WIDTH DOOR FRAME W. PANEL WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED NON—REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS r-- _ SEE CHART ON SHEEP 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 I L r-- ARE PRESENT. HL i FOR DOORS USING 90' & 135' CORNER STILES w i- H i�' LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 100 rn� Ia. V 1a 1 � I I 0 I M I ILr5 _j -- L PXXX(SHOWN) Q HO EXlVRIOR O ig XXXP DOOR FRAME WIDTH DOOR FRAME WIDTH PANEL WIDTH NON—REINF. INTERLOCKS SEE CIJIRT ON SHEET 13 1 H JH I I 1 ti H H ti I 1 x ti I t o O I 1 O U I d $ dl 1la O 1 ¢ I Cl. l 0 1 M M I I I PXXXXXXP(SHOWN) O O EXTERIOR O 90'CORNER DETAIL'0'ON SHO 22 O O O 135'CORNER DETAIL'P'ON SHEET 22 DOOR FRAME WIDTH OPTIONAL IN UEU OF J DOOR FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 1 r-- ~x I H J H I W lYH H lY ti 10 0 I M K I I L_ L PXXXXXX(SHOWN) ,7POCKEr O EXTERIOR O O O PANEL WIDTH O O XXXXXXP 90'CORNER DETAIL'0'ON SHEET 22 Y NOT BY CGI 135'CORNER DETAIL'P'ON SHEET 22 DOOR FRAME WIDTH NOT PART OF THIS NOA OPTIONAL IN UEU OF J DOOR FRAME WIDTH NON—REINF. INTERLOCKS ---- SEE CHART ON SHEET 13 I r-- ~x I H aJ H 1 :0 O 6• 10 la 1" o I I 0 I M N I 1 L-- L____ O OH H 90'CORNER D L'0' ON SHEET 22 HO HO O PXXXXXO(SHOWN) EXTERIOR 135' CORNER DETAIL'P'ON SHEET 22 PANEL WIDTH OPTIONAL IN UEU OF J 11111 l I Ill!// APPROVED CONFIGURATIONS OXXXXXP avx9lepl sY6lYbitY{� rue: Dram BY., `����•••.••••• i, POCKETED DOORS (NON—REINFORCED SHOWN) uottv rya f`}-Obd3•U3 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Impact Resistant `��"�•.•''L1cEN" SEE SHEET 13 FOR Dp AND REINFORCING OPTIONSEip{rxttavDate A�22=r Zo ®Windows&Doors P:' •:c<`� NOTE: \ � Da9aHpuon: oa1,; WEwesTaoxsm^ — No,58705 THREE (3) _ jkrllprodcctCoalld CONFIGURATIONS 5!22119 .nov.9xwsiu.6,xia..x,n99me lal:(08.698.x980 I iie:908.6x8.969! _ POCKETS ARE NOT PART OF THIS APPROVAL RaNslon: R­By: Rev,Date: PREPARED BY LYNN MILLER .:•�Q AND TO BE REVIEWED BY AHJ. 1070 TECHNOLOGY ORNE O•'. SATE OF 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ORIGINAL ISSUE N.VENICE,FL 34275 F 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. (9a1)a:D-1600 'i�S •'�o..... 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Salles/x9oaxl: scale: �she et: Dia.lnq No. R9v: LLo Goox s s m �'//jS1ONAL IEC�.��\\ 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. RVED SG0.150 LMI N.T.S. of28 SGD150LMI-NDA 0 CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.E.#58705 4 DOOR FRAME W. MAX' FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED I I REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ~x K1 ARE PRESENT. ' FOR DOORS USING 90' & 135' CORNER STILES LL DoH LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 0 G O fl—g K7 HO EXTERIOR G1 XO(SHOWN) OX D00� MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 K1 $H 0 0 L1 0 0 K1 EXTERIOR O L1 XX #8 X 3/4"SMS DOOR FRAME WIDTH AT 24'O.C. MAX, FRAME WIDTH 1 = N H o G 8 QN11 J7 10 HO EXTERIO G1 90'CORNER DETAIL'O'ON SHEET 22 OXO(SHOWN) 135'CORNER DETAIL'P'ON SHEET 22 OXO(REVERSE) OPTIONAL IN LIEU OF A DOOR FRAME WIDTH MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 H H ""MVICPiEy� G1 JI If—g CWS y Aagflsece No q-aG o3.03 �- � T$y EeplTatlau DsLe_� 20-0 o Mi sc'Nf,dr fWkc16 G7 0 EXTERIOR J7 HO G1 OXXO 90'CORNER DETAIL'0'ON SHEET 22 XXXX(SIMILAR) 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF A /111111/ APPROVED CONFIGURATIONS rue: D.—al's � ANY LYNN NON—POCKETED DOORS (NON-REINFORCED SHOWN) SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant O SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Pact •�'r,.•'�1GENSE (� ,�/Windows&Doors �.• 0—rfpuon: Dee.: WeReamO#am- F'; •,t<� 1k•: No.58705 TWO2 TRACKS CONFIGURATIONS mf{r.loos u,..i,eia.a,rus9u _ n 7� U 5!22/19 NOTE: PREPARED BY LYNN MILLERr (Y Revision: Rev.W. Rev.Dole: 1070 TECHNOLOGY DRIVE TSAiTE' l1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. O OF '• ORIGINAL ISSUE N.VENICE,FL 34275 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. (941)480-1600 %� '•.F(ORIO I`.••' \�� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Series/Model: Scale: Sheet: Drorinp No. JR0", C YRIGM C]els "" G��� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 7 OF 28 SGD15OLMI-NOA _ALL RI.HTS RESEVAN �RV�ED )O`VA`1,\71`\ CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA DOOR FRAME WIDTH WIC DOOR FRAME WIDTH DOOR FRAME W NON—REINF. INTERLOCKS 3 i SEE CHART ON SHEET 13 I I IU � IY tl j0 O 10 O C jo la la rc ja la EXTERIOR I K7 �____ O EXTERIOR O L7 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 LWHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 5 j r-- --i ARE PRESENT. „1 I J7 I j I FOR DOORS USING 90' & 135' CORNER STILES Y m , Lit LIMIT MAX. DESIGN LOADS TO ±60.0 PSF QUO O K Oj IU 01 o la al jOa al NOTE: 0 O I M M I I I 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. EXTERIOR J7 OM 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. PXXP 90'CORNER DETAIL'0'ON SHEET 22 135 CORNER DETAIL'P'ON SHEET 22 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. OPTIONAL IN LIEU OF Jt DOOR FRAME WIDTH 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 �I Izm U r YI IY U O °a� jn0. aI 0I I _J I L ___J MQ EXTERIOR O O HQ Q flTODUCPpEyi" PXXXXP 90'CORNER DETAIL'O'ON SHEET 22 f®/Rildlncamplift V*h the R.W 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN UEU OF J7 A�AtenttNo —oLc3„3 DOOR FRAME WIDTH Eaptr-Atten B.,.--*AZ7(0—_ DOOR FRAME WIDTH NON—REINF. INTERLOCKS �L�-......5,., — SE CHART ON SHEET 13 MF+>r't4. '-d-fCoaknl I I I j oO1 0 o POCKETS ARE NOT PART OF THIS APPROVAL I t1 I o_ AND TO BE REVIEWED BY AHJ. 0 M Kt --- L-- O Q EXTERIOR O 0 K7 PXXXX(SHOWN) 90'CORNER DETAIL'O'ON SHEET 22 135* PXXXO OP110CNALNINR UEU DETOF JI ON SHEET 22 1111111 XXXXP Titre: Drawn By. �•� ��V LyNv OXXXP SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant 3F��`•. ICEN ' �! APPROVED CONFIGURATIONS Windows&Doors esc POCKETED DOORS (NON—REINFORCED SHOWN) Description: Dote: WPRESTIWNM— NO.56705 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 5/22/19 .1.i..e,n..91. TWO (21 TRACKS CONFIGURATIONS 1.n ao...e1.a..a I .ae.e....... Rev.By: Rev.Dte: PREPARED BY LYNN MILLER S z3�I Revision: ol �Q� 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 0 ATE F (V (941)480-1600 ' �s ••.<ORIDP..•'G\�� Series/Model: Seale: Sheat: D­;ng No. Rev: COPYRIGHTO 2019 �/,� 0••••• `� \�� SGD-150 LMI N.T.S. 8 OF 28 SGD150LMI-NOA O A RIGHTSUSEEJMD ''�„NAL j 141IIY CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS DOOR FRAME WIDTH FRAME WIDTH WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 NOM. PANEL WIDTH NON-REINF. INTERLOCKS ARE PRESENT. SEE CHART ON Si ET 13 FOR DOORS USING 90' & 135' CORNER STILES H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF � G H b 0 -o o- 0 0 XXXX(SHOWN) OXXX XXXXXXOX(REVERSE) © O EXTERIOR Q DOOR FRAME WIDTH FRAME WIDTH NON—REIN F. INTERLOCKS SEE CHART ON EET 13 H H 07 H H w H H o: 0 0 0 XXXXXXXX(SHOWN) OXXXXXXO © Q Q EXTERIOR Q 90'CORNER DETAIL'O'ON SHEET 22 NOM. PANEL WIDTH 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF A NOTE: IRODUC r REVS as caupbug with the nw& APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. bUftC Cede NON—POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ¢ecyftaaccNO I -0603.33 sPteaWo Galey9Z/� SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. , 7.o b k� t7 �n .Ly-,_�.1_ FOUR U TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. IISaW9P"Vodat atilld 11111uu1//j rale: D.-By. ��� 0.,,•,...,N SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ��*•' LICENSE Windows&Doors P: Description: Date: WFRESMINGEB" NO.58705 5/22119 3710 W.104th drub-1•h.namu— SS CONFIGURATIONS r.l:a0a.saa.esas I tu: 01.03.aset Revision: Re,By: Re,Date. PREPARED BY LYNN MILLER — 22. F 1070 TECHNOLOGY DRIVE 0�'. ORIGINAL ISSUE N.VENICE,FL 34275 a i C� •.�ORIDP,,•'• c (941)480-1600 u' �SGD/150 Scale: Sheet: FSGLMI-NOA Rer. COWRIGHTo Tote y�s/QCGI WINDOWS&DOORSNALLMI N.T.S. 9 OF 28 D A RIGKTSRESERVED 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 DOOR FRAME WIDTH FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART 0 1 SHEET 13 H H H ti% b z o G C 0 XXXXXXXX(SHOWN) OXXXXXXO © O O HO Q OH EXTERIOR OH OH 90'CORNER DETAIL'0'ON SHEET 22 135'CORNER DETAIL'PON SHEET 22 OPTIONAL IN DEU OF J DOOR FRAME WIDTH NOM. PANEL WIDTH H J H o L3 XXXXXXXO(SHOWN) OXXXXXXO © HO OH OH OJ HO EXTERIOR OH OH L3 90'CORNER DETAIL'0'ON SHEET 22 135' CORNER DETAIL'P'ON SHEET 22 4RODUCf RE OPTIONAL IN LIEU OF J °y wmplyi g BEtB NOTE: �-a Code F7arypJ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Ai°`0pt0°fC N° -e6p3•p3 NsxjaoDoTe APPROVED CONFIGURATIONS 2z �+Zo 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. NON—POCKETED DOORS (NON-REINFORCED SHOWN) � •L�. .1...- SEE SHEET 13 FOR Dp AND REINFORCING'OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. iKisyy prT FOUR (4j TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �,,Ilnlnt,i 770e: Drawn SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant �<`.`•"�,cENSF Windows&Doors Q-;' DescrlpN°n: Date: WERE STRUM- NO.56705 •��/ CONFIGURATIONS 5/22119 neo w.tam n,.a,xias,n cams - 'i�• r.x axs.asa.seso I f..:D0a.ala.aa93 Revision: RBV' — By: Rev.Dote: PREPARED BY LYNN MILLER ^�1•'• s.Z3 Iq :•Q' 1070 TECHNOLOGY DRIVE %�••. S ATE OF ORIGINAL ISSUE N.VENICE,FL 342751 •,F(pRIDP„•''���� (941)480-1600 Series/Model: Srn(e: Sheet: Drawing No, Rev: MPYRiGH(o MID i'11 5'/p •• •• SGD-150 LMI N.T.S. 10 OF 28 SGD15OLMI-NOA 0 ALLRIGRT RESERVED-1 MMM 0ORS �,' /NAL1F,,,,, 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 NON-REINF. INTERLOCKS SEE CHART ONS EET 13 I � H w I H Y CJ y/ /i2i Uj ja o- C`• is I CI j M H I I I XXXXP (SHOWN) Q OH EXTERIOR Q Q Q FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 It w �ti H H J H H ti I I v y l 1001 V H H of Ia a is aj 1 I S I M M I I I PXXXXXXXXP (SHOWN) $nH Q OH EXTERIOR 0 OH OM 90'CORNER DETAIL'0'ON SHEET 22 135'CORNER DETAIL'P' ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS ?AUDUC f 9EV19EU POCKETED DOORS (NON—REINFORCED SHOWN) NOTE: i6 C=PIYI-l with Me F1.14 SEE SHEET 13 FOR Do AND REINFORCING OPTIONS 6utdiog Code 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. •-j 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. FOUR L) TRACKS LS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. � �•L-�^^^� POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. � `111111111!!! Title: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant `:a��•''LICENSE �l� Windows&Doors Description: Dote: No.58705 EXTRUSIONS,BOM 5!22119 ata r.twle Y0...1,eLl•w.n uou — 1G'P905.509ED I r•.:2as.sLLE2 By: Rev.Date: REPARED LYNN MILLER %'x1 d� f-1 Revision: Rev. 1070 TECHNOLOGY LOGY DRIVE %O S qTE F (U�` ORIGINAL ISSUE N.VENICE,FL 34275 iT�C •,F(ORIOP,.•' (941)480-1600 �O ••••.... N('j��� Serfes/Model: Scale: Sheet: Droxing No. Rev: COPYR�G1 0 2019 �is NAL CGI N1NDON5aDool:s !!/!lIIIIl1111 SGD-150 LMI N.T.S. 11 OF 28 SGD15OLMI-NOA 0 A RIGHrSRESERVED 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 TQ,�:60.0 PSF FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 r-- r--- I I L = I H J H I� O am K I I o I M G I I I • PXXXXXXXX(SHOWN) O OH Q Q Q OH EXTERIOR OH Q G2 XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI 90' CORNER DETAIL'0'ON SHEET 22 NOT PART OF THIS NOA 135' CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 DOOR FRAME WIDTH j I r--- I I 7 I� = I H J ly w I tj H H H I a E y IO H o. 0 I I o I M 3 I I L__ PXXXXXXXO(SHOWN) O O O EXTERIOR Q 90'CORNER DETAIL'O'ON SHEET 22 APPROVED GONFIGU RATIONS 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LOU OF J POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: SEE SHEEP 73 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. >jfIODUCfIiEV►!(iDp to rmVMo6 wNh tieFlwitlm FOUR U TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. Aehptan.No 14_0603•o; 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. g>,�Ir,tl�Dal. POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Jam.- AND TO BE REVIEWED BY AHJ. 6, Altar•66& COt" SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® P ! Im act Resistant �,` oAY LYNN Windows&Doors ��,. �1GENSF•�(� Desc.fption: Dote: WPRE SmONDER^ : Q'; . CONFIGURATIONS 5/22119 .: o.so.eoI v..:aoe.ws.osux` 6' • NO.58705 ^ � Revision: Rev. By: R. Date: PREPARED BY LYNN MILLER (� ' 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 0 •. ,:��/` Sones (941)480-1600 i •.'ZORIOP,,•' /Modal: Seale: Sheet: 0—inq No. Rav: �COPNRIG�C 20195 %/SS/O ••l��j,\� SGD-150 LMI N.T.S. 12 oF, 28 SGD15OLMI-NOA D ALLRIGKSRESERVED �ON CERT.OF AUTH.#29296 A.LYNN MILt41,10.!E�1 E.#5B705 I DESIGN LOAD CAPACITY-PSP(GLASS) GLASS CAPACITY CHARTS GLASS TYPES GLASS TYPES 'A' h'A1' 'B' h 'BS' NOW. DOOR NUMBER OF INTERLOCKS INTERLOCKS PANEL WM FRAME HE PAtATB W/0 REINF- WITH REINF. NCHE9 INCHES ALLOWED -EXT(+) INT.(-) EXT.(+) 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 36-1/8 82 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 r NOM. PANEL WIDTH _I 48-1/8 10 60.0 60.0 80.0 80.0 54-1/8 9 53.3 53.3 71.1 71.1 24-1/8 10 60.0 60.0 80.0 80.0 [; N..30-1/e 10 60.0 60.0 80.0 8D.0 36-1/8 B4 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 8D.0 48-1/8 10 60.0 60.0 80.0 80.0 54-1/8 9 53.3 53.3 71.1 71.1 24-1/810 60.0 60.0 80.0 80.0 30-1/a 10 60.0 60.0 80.0 80.0 NOM.'PANEL WIDTH 35-1/El 80 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 48-1/8 9 60.0 60.0 80.0 80.0 24-1/8 10 60.0 60.0 80.0 80.0 30-1/e 10 60.0 60.0 80.0 80.0 E8 E6.1 36-1/8 96 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 48 /8 9 60.0 60.0 80.0 80.0 t::n GLASS TYPES is 10 'A','B','At','B1' \ \ _ APPLICABLE FBC EGRESS °0 vt INTERLOCKS REM. REQUIREMENTS TO BE N M N n WITH REM. REVIEWED BY AHJ. 10 N N EXT.(+) INT.(-) 24-1/8 to - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 1 36-1/6 10 - - -cl 60.0 60.0 42-1/8 102 10 - 60.0 60.a SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS - ABOVE +60.0 PSF ONLY. 48-1/8 10 - - 60.0 6D.0 INTERLDCKS INTERLOCKS 54-1/8 9 - - 54.4 54.4 W/O REINF. WITH REINF. 24-1/e 10 - - 60.0 60.0 gtODUC'FYEYIIII10 30-1/8 10 - - 60.0 60.0 NOTE: �msP4b6eMhNeYIW1RD 36-1/6 10 - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE ECS az-t/e 108 10 - - 60.0 60.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Aaronteacen0 Iy��3.o3 ae-t/e 10 - - 60.0 60.0 AND FLORIDA BUILDING COMMISSION EipE.awcoam �tl 53-1/8 9 - - 54.4 54.4 DECLARATORY STATEMENT DCA05-DEC-219 24-1/8 10 - 60.0 60.0 '✓6d� C�af 30-1/8 10 - 60,0 60.0 35-1/8 114 10 60.0 60.0 \111 11 111 7/ 42-1/8 10 - - 60.0 60.0 Title: N Drawn By. ♦\ / 48-1/8 9 - - 60.0 60.o OIm act Resistant ♦•� O''••• •• NA/ i SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ® p _%GENS' 24-1/8 10 - - 60.0 60.0 ( �1 Windows&Doors Q�' 30-1/8 10 - - 60.0 60.0 Description: Date: WPEIE tn80M0FB" NO.58705 � = : 36-1/11 120 10 - - 60.0 60.0 nao r.torte at,..y HI-A,naaota 42-1/8 10 - - 60.0 60.0 Q GLASS CAPACITY CHARTS 5/22/19 r.eaosasa.eaao I rn:aoa.eaa.asa: 48-1/e 9 - - 60.0 60.0 Revieron: Rev.BY: Rev.Data: PREPARED BY LYNN MILLER�7J 1070 TECHNOLOGY DRIVE .Q ATE OF ORIGINAL ISSUE N.VENICE,FL 34275 n (941)480.1600 ���51 <ORIDF,•,.•'G\�� V \ Senas/Modal: Scole: SM1eak Drawing No. Rer. DOPYBiGHTo OO �/�S/QNA (G\v \♦♦ CALL RIGHTS RESERVERO SGD-150 LMI N.T.S. 13 OF 28 SGD150LMI-NOA 0 CERT.OF AUTH.429296 A.LYNN MILLER.P.E. P.E.4 58705 3/16"ANN. GLASS 3/16"ANN. GLASS 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS 075"Interlayer .075" Interlayer 075" Interlayer .075" Interlayer Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PET Core By R Eastman Chemical Co.' By OR Chemical Co.' By B ' Eastman Chemical Co.' By R'Eastman Chemical Co.' OO .090"Interlayer .090"Interlayer .090" Interlayer .090"Interioyer Saflex Clear And Color Glass Saflex Clear And Color Glass , B 'Eastman Chemical Co.' Saflex Clear And Color Glass Saflex Clear And Color Glass By'Eastman Chemical Co.' Y By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR OR OR 090"Interlayer .090"Interlayer 090" Interlayer 090" Interla er SentryGlas 3/8"AIR SPACE SentryGlas 3/8"AIR SPACE y B 'KurarayAmerica, Inc.' By'Kuraray America, Inc.' SentryGlas SentryGlas By OR By 'Kuraray America, Inc.' By 'Kuraray America, Inc: 090"Interlayer 3/16-TEMP. GLASS 090" Interlayer OR OR TroPVB / Trosifol PVB cosi Interlayer 3/16"TEMP. GLASS 098"Interlayer B Vol'Kurara America, Inc.' By'Kuraray America, Inc.' Trosifol PVB Trosifol PVB Y Y By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS SILICONE SILICONE SILICONE SILICONE p. GE SCS 1200 a GE SCS 1200 GE SCS 1200 a GE SCS 1200 F DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 i m DOW CORNING 995 i m DOW CORNING 995 z m DOW CORNING 995 z m DOW CORNING 995 rn DOW CORN NG 983 rn DOW CORN NG 983 N DOW CORN NG 983 N DOW CORNING 983 M1 < ] M1 .j XL EDGE SPACER MI M1 XL EDGE SPACER 'CARDINAL'ST. STEEL BY acv it i. `* ca i! I.I! \ \ \ ST. STEEL BY 'CARDINAL' nI i1 I OR nI SETTING BLOCKS nI I I I OR I I DURASEAL BY'OUANIX'I r:l AT 1/4 POINTS ON LUES j i:I I' DURASEAL BY 'OUANIX' WIDER THAN 36" II .I.I .I.I OR .I I (!; SETTING BLOCKS ai SUPER SPACER BY'BUANEX' ai EPDM p; OR O AT 1/4 POINTS ON LRES O O DUROMETER 85±5 O SUPER SPACER BY 'OUANEX' 1 WIDER THAN 36" 1 SETTING BLOCKS 91 ai SET-NG BLOC EPDM W AT 1/4 POINTS ALL SIZES WKS ALL SIZES DUROMETER 8515 F EPDM i" EPDM W W DUROMETER 85±5 W W DUROMETER 85±5 GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE '131- 7/16-OVERALL LAM.GLASS 1"OVERALL INSUL LAM. GLASS 7/16"OVERALL LAM.GLASS 1"OVERALL INSUL LAM. GLASS GLAZING OPTIONS PxeoDuc r QEvoeJW w�P1Y1ag wft41►0 Flalio Lruedtng Coda Aompluret Nq—jj—Ot 63"v3 E-Ora7laa Date n I? f� 6; tit+ �..--�• Ma v'1W4 rodact Cooled IUIIrrr rue: Dra-W. .\\ ANY LYNN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant \\��.• 10ENg' Windows&Doors �.•' F ''•.��'; Description: Dote: WERESL80N11131- Q,• ..� . No.58705 GLAZING DETAILS 5122119 m:oaeara.cee9l r.,:r9esce.ac9: r Revision: Rev.By: Rev.Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE Q•, qTE O '•(V�� ORIGINAL ISSUE N.VENICE,FL 34275 (941)480-1600 (�s'•.FZ ORIDP,•''/.\�•\ Series/Model: Scala: Sheet: Dmvinq No. Rev: COPYRIGHTO 2019 ca"N0pW58=S SGD-150 N.T.S. 14 DF 28 SGD15OLMI-NOA D ALLRIGNr5RE5ERVED rr/jOAL1E�\\\ CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.E.#58705 TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS TYPICAL ANCHORS CONCRETE AT MTG. STILE SEE NOTE SHEET 1 AT MTG. STILE IN CLUSTERS IN CLUSTERS •&IN7EF(LOCK,ENDS &INTERLOCK ENDS AT MTG. STILE METAL STRUCTURES '4: •SEF CHART 3 KSI SEE CHART 18Y WOOD BUCKS & INTERLOCK ENDS AT MTG. STILE SEE SPEC BELOW EDGE IST.° '';AOR!QUANTITI CONCRETE SEE NOTE SHEEP 1 SEE CHART & INTERLOCK ENDS FS,••.' FOR QUANTITIES SEE CHART EDG DIST. '3'5��" „'•.. FOR QUANTITIES FOR QUANTITIES EOGEdI .°3 5/8" :3 KSI `CONCRETE EDGE 3 5/8" DIST. Fn UMC Fw7u7Cuggz zz Fy7u7C � F&7u7v W ANCHOR TYPE Am= m= m= mx I u, ANCHOR TYPE A iv m ANCHOR TYPE B N m ANCHOR TYPE C \ rn INTO 2BY WOOD BUCKS \S THRU 1BY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES o OR WOOD STRUCTURES 0INTO 3 KSI CONCRETE o OR APPROVED MULLIONS DESIGN LOAD CAPACITY-PSF(ANCHORS) WOODBUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO HEAD ANCHORS Sul.ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH (TYPE M B&C) (TYPE B2) TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. ttUSIER AT CLUSTER AT TYPICAL ANCHORS: SEE ELEV. FOR SPACING STIWINTERLOCK ENDS SRLEANTERI 4 DOS 4 e a 4 a 6 - ' - '- -AT HEAD- • - • - •- - - - ' - - -- -AT JAMBS-- - - ANCHOR ED• DISTANCES PANELMWIDTH FRAME EM.(+)EKT.(+)EXT.(+) EXT.(+) EXr.(+) EXr.(+)�PE 'A'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 Ksl) �TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 HSI,Fy-155 KSI) INTO CONCRETE OR MASONRY = 2-1/2"MIN. uctas arcNEs INT.(-)INT.(-)INT.(-) INT.(-) INi.(-) INT.(-) ..80.0 INTO WOOD STRUCTURE= 1"MIN. 24-1/8 80.0 - - - _ THRU 18Y BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURE=3/4"MIN. 30-1/e 60.0 110.0 I 1-1/4" MIN. EMBED INTO CONCRETE II 1-1/2" MIN. PENETRATION INTO WOOD I WOOD AT HEAD OR JAMBS SG = 0.55 MIN. 36-1/e 110.0 - - 76.2 80.0 - THRU 2BY BUCKS INTO CONCRETE THRU 1 B BUCKS INTO CONC. OR MASONRY CONCRETE AT HEAD.SILL OR JAMBS Vc= 3000 PSI MIN. 42-1/8 82 72.4 80.0 - 68.7 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 I'm - 2000 PSI MIN. 48-1/8 66.8 BO.D - 63.4 80.0 - 54-1/e 62.8 71.1 - 59.5 71.1 71.1 TYPE 'B'- „]./4" X -1/4" U T A ON BY ' CO'(Fu=177 KSI,Fy-155 KSI)' TYPE 'B'- 1„/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) 24-1/8 30.0 - - 11°.0 I DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY 11RODUC L'tiEVffi" 30-1/0 80.0 - - 80.0 - - 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ft=11PWOR skh the FU" 36-1/11 75.5 80.0 - 71.6 80.0 - ea I TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRs) I I TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRs) WD4i t Colo 42-1/11 67.9 80.0 - 64.3 80.0 - Acmptmttc No ��-4�'�`� 48-1/8 62.3 80.0. - 59.1 80.0 80.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS - INTO MIAMI-DADE COUNTY APPROVED MULLIONS IdapGufaa Dat^'�-T•��A-, 54-1/9 58.4 71.1 71.1 55.3 71.1 71.1 I OR �I OR 2x-1/8 80.0 - - 80.0 - - INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) SA 30-1/8 79.7 80.0 - 75.6 80.0 - I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I Ti�4M'B+4l.PTodoct CQA*d 36-1/8 90 69.2 ao.o - ss.6 80.0 - ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) SILL RISERS 42-1/8 61.9 80.0 - 58.7 80.0 80.0 STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) -I STEEL: 1/8"THK. MIN. (Fy - 36 KSI MIN.) SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS 48-1/8 56.7 60.0 80.0 53.7 80.0 80.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AND SHEET 13 FOR CAPACITY za-t/e 110.0 - - eo.a - - _ • -- - . - .-AT SILL - . - . - . 30-1/8 73.8 80.0 - 69.9 80.0 - 36-1/8 96 63.9 80.0 - 60.6 80.0 - I ITPE '82'-1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 K51) POURED&HARDENED ANCHOR TYPE B �g ANCHOR TYPE B 42-1/8 57.0 80.0 80.0 54.0 80.0 80.0 DIRECTLY INTO CONCRETE NO-METALLIC/NON-SHRINKAGE DIRECTLY INTO 3 KSI CONCRETES DIRECTLY INTO 3 KSI CONCRETE / HIGH STRENGTH GROUT m x 48-1/8 51.9 77.9 110.0 49.3 73.9 110.0 I -1-3/4" MIN. EMBED INTO CONCRETE I Vc - 5000 PSI MIN. N 24-1/8 60.0 - - 60.0 - - L J NOT BY C.G.I. t o t 30-1/11 60.0 - - 60.0 - - H MUST TRANSFER SHEAR u� u'7 38-1/8 59.3 60.0 60.0 56.2 60.0 60.0 N0�' LOADS TO STRUCTURE az-1/8 102 52.7 60.0 60.0 50.0 60.0 60.0 � ANCHOR CAPACITIES LISTED ON THIS I ••••• a a, " SHEET TO BE USED IN CONJUNCTION I ...• .... •,I • I 48-1/8 47.9 60.0 60.0 45.5 60.0 60.0 < ""'� / .TYPICAL ANCHORS WITH GLASS CHARTS ON SHEET 13 ANI.- 5-1/5 aa.3 54.4 sa.4 az.o sa.a 54.4 N °•-'•3.5/8": . IN CLUSTERS' - 24-1/8 60.0 - - 60.0 - - LOWER APPLICABLE VALUES CONTROL. \ -". AT MTG. STILE NDS 30-1/8 60.0 - - 60.0 - - 2 3 TRACK SYSTEM SHOWN ALSO APPLICABLE • & INTERSEE KCHART 36-1/8 108 55.3 [54.4 60.0 52.5 60,0 60.0 o TO 2 AND 4 TRACK FRAMES. FOR UANTITI S 42-1/8 a9.1 60.0 48.6 60.0 60.0 PLEASE SEE FOLLOWING SHEETS FOR DETAILS. rhe, Dnt"'n By. �1 NN(LYlNN 48-1/8 44.5 60.0 42.2 60.0 60.0 rn ®Im act Resistant `� 0,..••.•..• !, 54-1/8 41.6 54.4 39.4 54.4 54.4 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGKW ndows&Doors a�' L1GENSF24-1/8 60.0 - 60.0 - - 3 DescrYPNon: Data: WPREa1RONOER'"30-1/8 60.0 - 57.2 60.0 60.0 3tone st,..L n,L+q R Dema T�' NO.58705 36-1/8 114 51.9 60.0 49.2 60.0 600 3 ANCHOR LOAD CHART/ANCHOR DETAILS 5)22/19 az-1/e as.e so.D a3.e so.o so,o m PREPARED BY LYNN MILLER--1J �LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS RaNsion: Ray.BY Ray.Date: �ba-1/a at.s 60.0 39.a 59.1 60.0 1070 TECHNOLOGY DRIVE '•. 24-1/8 '6o.0 - - 60.0 - - F W/O REINFORCING ALL SIZES ORIGINAL ISSUE N.VENICE,FL 34275 O�•.. STATE - (V\ 30-1/8 56.9 90.0 60.0 54.0 60.0 60.0 n LIMIT EXT.(+)LOADS TO 80.0 PSF FOR DOORS (941)480-1600 i �S'•,j°COR10P,••'G\��` 36-1/8 120 48.6 60.0 60.0 46.3 60.0 60.0 a W/REINF. UPTO 96 IN. FIT, sends/Model: Seale: Sheet• [SGD RS efnq No. Rev: COPYRIGHTO 2018 �� '••••• 42-1/8 43.1 60.0 60.0 40.9 60.0 60.0 W1 RENT(+)LOADS ABOVE 96TN.60.0 PSF HT..UPTOF7O 0DINa HIGH. SGD-150 LMI N.T.S. 15 OF 28 150I MI-NOA 0 uialcrDOOS REs°E°Irv°EIi Sj;�NAL EN ae-1/e 38.9 59.4 60.0 36.9 ss.a 60.D - CERT.OFAUTH.#29296 A.LYNNMILL�f�,d.k. P.E.#56705 SEE SHEET 15 FOR ANCHORS i EDGE DIST. 3 5/8 EDGE EDGE3 5/8" ;. .. 01ST mN a• .•n •I. .. DIST EDGE DI N 'I 'gin WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. 1OPTIONAL SLANT SILL ADAPTORS F"- Dows M 11 ®!IDECORATIVE SILLCOVER PTIONAL >1CIF 20J W ii II0oSILL RISER POURED&HARDENED I!!! E8.1 REDD. FOR LOADS HIGH STRENGTH GROUT '!i! ABOVE +60 PSF NON—SHRINK, NON—METALUC !'! '!'i SILL RISER Vc 5000 PSI MIN. EB REDD. FOR LOADSNOTY CGIN ® ABOVE +60 PSF ry 11 MUST TRANSFER SHEAR E7 � LOADS TO STRUCTURE II 1 I ® ® rti 1 ,i I N N�� \' diU11a0Cf 0EY�8Y ...... ......... ... ... ..... • ...... ...... .. ... ♦ .... ...I.':::.'.. I.::::.':.'.'. "I:::::.. •.• j.:::::'.'.'.'.::.:'..':.':..:., iaOngIcW Mik t►l AeBiO� ...F................:..... .. e ° a' slBiiLBg Cada Awplua No la-aLD3•o3 ::o:: 1 �•a�� ''. ',•. _. � '..•• Ea}Iradcu Date of \ EDGEOIST.•- 'B3 5/9�• a• I w LEDL�_Dtsr:.•• •s39/ . a. 13 KSI CONC. EDGEDIST.• B3 5/$", I 3 KSI CONC. �' iS ,`�••� Mhrrr Prodo�YClBoko! SEE SHEET 15 FOR ANCHORS Tltlo: Drawn By: �.``�NY LYNN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Olmpact Resistant \� �0 !. Windows&Doors a�•.' ,,cENSF ����% Description: Dote: WE1,E STRDN6D1'• Q•: '.•�% THREE (3) TRACK DOOR DETAILS5i2v1s neo 1BUB Be.a, naaou `T} No.58705 3-TRACK DOOR DETAILS r.n aos.sBa.BsaB 1 F•.:]Bl.aBB.aa12 Ravision: Re,By.' Re,Date: PREPARED BY LYNN MILLER SAW[, 1070 TECHNOLOGY DRIVE ��` ORIGINAL ISSUE N.VENICE,FL 34275 �Q�•. (941)480-1600 . ••.jPCORIDP•. \�: ' Senas/ModN: Scele: Sheet• Drawing No. Rer WvvRIGMC 2019 J i lS G SGD-150 LMI N.T.S. 16 of 28 SGD150LMI-NOA p niiwcMSR STORES ��yS��NAI.- N` CERT.OF AUTH.#29296 A.LYNN MILLh!N11. P.E.#58705 TYPICAL ANCHORS ' SEE ELEV. PANEL WIDTH FOR SPACING 1/2 MAX. O E6 D.L.O. O REINF.AS READ. O O LOAD BEARING SEE CHART ON SHIM M15A 1 SHEET 13 FOR CAPACITY ES 1 1 O UO O O O O O aUEn 1 t t OO Q O O 0 O O . M14A M16A S ,a 0 E27 D.LO. w 1 E4 1 /(R D.L. OPG. EXTERIOR NOM. PANEL WIDTH PANEL WIDTH LOCK STILE INTERLOCK INTERLOCK ASTRAGA(REINFORCED) DOOR FRAME WIDTH (REINFORCED) #10 % 1-1/4"SS PH SMS 1 PER CUP LARGER 3 PER PANEL WOOD BUCKS N AT 18"FROM EACH END M2 1/4'MAX. O M2 AND AT MIDSPAN LOAD BEARING METAL OL #8 X 3/4"SS FH SMS SHIM STRUCTURE K PANEL WIDTH 1 PER CUP 1/2' MAX. 1/2" MAX. ED_ LOAD BEARING D.L.O. LOAD BEARING -- SHIMF SHIM w , TYPICAL ANCHORS SEE ELEV. i FOR SPACING \ _$0 _ _ , �, 'TYPICAL ANCHORS , 1p�ppDCf iSY1YF7P TYPICAL ANCHORS - ___ Y SEE EIEV. JFO E ELEV. FOR SPACING f R SPACING A a Is�9toE vim tt60 Fkria F n bfih -Cola Aofiaptma No -0003•x3 f 6apumautow y = _-_ _ �n ESYau•fA:df 9ednat Caehd Ll DOOR FRAME WIDTH _I FIXED PANEL Ems, /11111111 o w ' rtla: Drawn By: �• 30 LYNN 8 I:. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ���`.•��cENgF ���� Windows&Doors EXTERIOR D—Kpti— Date: weBEmlDtmER- �; No.58705 DOOR FRAME WIDTH 3-TRACK DOOR DETAILS 5/22/19 h1:609.699.6999 19..:606.691.6693_ U DOOR FRAME WIDTH PREPARED BY LYNN MILLER /2-- OR LARGER WOOD BUCK Revision. Rev.By. Rev.Date: 1070 TECHNOLOGY DRIVE OR N.VENICE,FL 34275 i(�•' TATE WOOD STRUCTURE ORIGINAL ISSUE (941)480-1600 �iC�is '•F<ORIOT'`.•''G\?� THREE 3 TRACK DOOR DETAILSDOOR DETAILS Saria6/MadaL• Srnle: Sheet: D awing No. Rev: CGI COPPNRIGHTQ 2019 '7S ANAL / ,GN SGD-150LMI N.T.S. 17 OF 28 SGD15OLMI-NOA 0 ALLRGH5RERE ED r�/11111111111 CERT.OFAUTH.#29296 A.LYNNMILLER,.P.E. P.E.#58705 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS WEEP SIZE 1/4" X 1/8" Z EDGE DISE. 1,3 X EDGE DIST. 1 3/4" �4 REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS m�N o 3 KSI GONG. N S� a: .;a. I. I 3 HSI CONC. o — o E3 OPTIONAL SLANT SILL ADAPTORS 2 M11 10 1 A 1 E25 C 1 E DECOCOVER RATIVE OP SILL COVER ® TIONAL , I II ii II r • I!I! I I! II I:I tl 1 0 i! Q = 0 l it V W W Iii F , Edd a Ka WoW W iI it ii ii I:I o II POURED&HARDENED II II 'I I HIGH STRENGTH GROUT I!II SILL RISER SILL ISER NON—SHRINK, NON—MEf C E8.1 OPTIONAL FOR LOADS "- 5000 PSI MIN. EB READ FOR LOADS NOT BY CGI WINDOWS ABO +60 PSF ROVE+60 PSF MUST M3 LOADSTTTO STRUCTURSFER E B1 p1 m , r511 1 1 ~x ® 11 — \Z W II N In li 3lrODI1Cf OEV�Bp '..(: .':... LuWlag Cade ... a a AnepluceNa1 e601'OS a'• .. 1 Elrllfftlya Dale 1. 2 �rg .� I•, I;m 3 KSI CONC. \ .x I .•°' I.• •3 KSI CONIC. EDGE DIST. 1.3/4" EDGE DIST. • I.S/4"• Coekof SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS TWO 2 TRACK Rtl DOOR DETAIL MI.:DETAILS ,11111111, e: Drown By: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant \�`�� .• '�1�ENSF.�� Windows&Doors 0esoriptlen: Data: No.58705 .� axao r. 2-TRACK DOOR DETAILS 5122/19 lal:eos.see.esso I f•.:8a6.69].66lf— Revision: Rev.BY: Ray.Date: PREPARED BY LYNN MILLER S � 1070 TECHNOLOGY DRIVE Q S ATE F -•� ORIGINAL ISSUE N.VENICE,FL 34275 �C/ (941)480-1600 �i C��•'•�,�ORIDI�.•_•'\G\�� Saries/bbdel: Scale: Sheet Droving No. Rer CoarRiGHio xoteSf \ �`\ SGD-150 LMI N.T.S. 18 DF 28 SGD150LMI-NOA 0 ALLRIGI)0.5.000ES �NAL1E1��` CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705, TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH 1/2"MAX. Al LOAD BEARING $10 X 1-1/4"SS PH SMS PANEL WIDTH SHIM O 1 PER CUP O O C71 M2 #B X 3/4" SS FH SMS H D.L.G. J 1 D.LO. I.+ y 1 PER CUP 1 ES .moi rr U OttDD OD: _— V.� .._.._.._.._..—..—..—.. .._.._.._.._..—.._.. e O O a • .; pf O O OO QO OO N 'y� O � Eq E9 oASTRAGAL D.L.O. INTERLOCK (REINFORCED) EXTERIOR NOM. PANEL WIDTH DOOR FRAME WIDTH /WOOD BUCKS L1 p 10 X 1-1 4 SS PH SMS 1/q• • SEE NOTE SHEET 1 O z v� / LOAD BEARING 1 2"MAX. c0i o� 1 PER CUP SHIM METAL LOAD BEARING TYPICAL LEV. STRUCTURE ORS #8 X 3/4"SS FH SMS 1/2"MAX SHIM 'FOR SPACING 1 PER CUP LOAD BEARING K 1 TYPICAL ANCHORS SHIM PANEL WIDTH SEE ELEV. tl FOR SPACING O.L.O. — tl TYPICAL ANCXRS a < SEE __ FOR SP __._. ','>• -- — e•caaplyf�g witl14 Fl0YlA1 o ImWing C.& AD pteeca ND 11.0ed e3 tl e Eapkatian Atte. l7.n� . LIJ �. EXT. ty JL4,.�,,L�� EXTERIOR w DOOR FRAME WIDTH aulwvIdFP{pmctC-O.nl DOOR FRAME WIDTH w E27 O FIXED PANEL EXT TWO (2) TRACK DOOR DETAILS 111 I I r f rtfe: Omwn By. LYNN X11. DOOR FRAME mores SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant '��•-L10EN,g �/C Windows&Doors F '• 2BY WOOD BUCK DesMption: Date: WMESTRMGER^ OR Nd.58705 WOOD STRUCTURE5/22119 area r.lour au..r,Rmad,n aaou — SEE NOTE SHEET 1 2-TRACK DOOR DETAILS w:aoe.eu.asue I r••:ooaev..na _ Rovisron: Rev.By. Re,Date: PREPARED BY LYNN MILLER (•�zrl�1070 TECHNOLOGY DRIVETI ORIGINAL ISSUE N.(94VENICE,6FL 34275 -0TAT' ��•••F�ORIDP.••' �C��\ Series/Madel: Scafe: Sheet: D" R— COVYRIGX C m15 "g No. CGI-N �RVERD /!ON!'1L.1 l�v SGD-150 LMI N.T.S. 19 OF 28 SGD150LMI-NOA 0 Hi5RE5E CERT.OF AUTH.929296 A LYNN MILLER,P.E. P.E.#58705 SEE SHEET 15 FOR ANCHORS Z EDGE DIST. 3 5/8" EDGE _ EDGE DIST. 3 5/8" EDGE DIST. 3 5/8" REFER TO SHEET 15 FOR VARIOUS _ DISI• INSTALLATION CONDITIONS. O J WEEP SIZE 1/4" K1/E] O 1 M11 O 1 O 1 IIIA^1— '__"'_ T T OPTIONAL ii ii i ii( SLANT SILL ADAPTORS jl II I I II jl DECORATIVE O SILL COVER 5E W OPTIONAL U y d III II II 1 11 II 0 Ij I Ij!j Ij!j II Ij I II II II Ij � p I!I! SILL RISER Ii I! POURED&HARDENED j!I! I!I� E8.1 REOD. FOR LOADS HIGH STRENGTH GROUT !I I ABOVE +60 PSF NON-SHRINK, NON-METALLIC SILL RISER f'c m 5000 PSI MIN. E8 REOD. FOR LOADS 1 NOT BY CGI WINDOWS ® ® ABOVE +60 PSF ry II MUST TRANSFER SHEAR E7 LOADS TO STRUCTUREri JJ II 1 © O O ® ® ® 1 1 1 II II II ® O II 2 13 1 io ® -0• ® ® ® 9 N�x J BIEOYUCEYIEVfagp ry �e e � m M{ib 1Ac✓f�a17Q1 }:.:::.:::.:: :'1.'::.'.t'. }::...:":.'.:'.':....:::y:::::.. }.... .... ..:...: ° n, 1 - •a I - 3 KSI CONC. •' " I 3 KSI CONC. t ConYol EDGE DIST. '3 5��.• EDGE DIST. '3 5�v EDGE DIST. i3 5j,�a SEE SHEET 15 FOR ANCHORS \111111111 rrr rtte: D­Br. FOUR 4 TRACK DOOR DETAILS \ �0... ""'••2// '�% SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK OImport Resistant �� 1,10ENSP •.l��.i Windows&Doors Q,: Description: Dote: WPRESmOR061- No.58705 5/22/19 an an.l,eI.I.A.n sson 4-TRACK DOOR DETAILS T.I:ass0 sos.sea.ssoar lo PREPARED BY LYNN MILLER '• Revision: Rev.By, Rev.Dote: 1070 TECHNOLOGY DRIVE OTE3 ORIGINAL ISSUE (N.VENICE,FL 941)480-180034275 %O . pOP . S G � Sones/Model: Scole: �Sh*at• Droving No. Rev: COPVRIGHT0 2019 CGI N1NOOV.S&DOORS rrrlrl 111111111 SGD-150 LMI N.T.S. 20 OF 28 SGD150LMI-NOA Q A RIGH RESERJED CERT.OF AUTH.029296 A.LYNN MILLER,P.E. P.E.#58705 TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH l 1/2-MAX. G 2 E6 LOAD BEARING SHIM M15A 1 D.L.O. 1 "•gam ------------------ --------------------- z f7CODt1tCR6Y�ry �i"a — — — — — �•--Pwn with th.8"W rodding Ctlo OEx*,WAeallo I -obo3•a3 L2 eapiratlaa Date--�2e'Jy 1/2"MAX. �� •�-Y'ati m y LOAD BEARING #10 X 1-1/4-SS PH SMS C0mk'o) i 1 1 1 O SHIM 1 PER CUP N 0 0 0 3 PER PANEL 'M14A M76A o D: TYPICAL ANCHORS AT 18' FROM EACH END M2 y y 00 SEE ELEV. AND AT MIDSPAN 1/4" MAX. FOR SPACING #8 X 3/4'•SS FH SMS LOAD BEARING y y 1 PER CLIP SHIM M��' c .'a 1/4- MAX STRUCTURE y LOAD BEARING METAL L3 SHIM STRUCTURE y TYPICAL ANCHORS '.v•• F27 y \ y SEE ELEV. EXTERIOR — FOR SPACING y N _ TYPICAL ANCHORS SEE ELEV. y DOOR FRAME WIDTH FOR SPACING 1X8 OR LARGER y WOOD BUCKS y y m 1/2" MAX. LOAD BEARING C.•• 1 0 SHIM 8 x N y EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING DOOR FRAME WIDTH 0 w 0 u o EXTERIOR o EXTERIOR DOOR FRAME WIDTH n N Lllll llll! WTIN.: Drown By: \\\ ONY NN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®impact Resistant �` ��• '�jCEN q, Windows&Doors Qom; F D—KPG- Date: wex¢smoxcm•- – No.58705 •� ' ata w.mut n...i,Na.•gaaau _ ?� T� 4-TRACK DOOR DETAILS 5122/19 rp:aoa.aa.caco I r..:aoa.aa.asaa — - 2X8 OR LARGER WOOD BUCK FOUR (4) TRACK DOOR DETAILS PREPARED BY LYNN MILLER S 7 QrIq .: OR Rerislon: Rev. y. Ray.Data: 1070 TECHNOLOGY DRIVE �vWOOD STRUCTURE O TATEORIGINAL ISSUE N.VENICE•FL 34275 v(\ (941)480-1600 �i(Cts•"•'40RIDP;,•,•�'`GN Seriss/Nodal: Seale: Sh**I: Ding N. Rev: C eavvttlQK0 iols 01 �s/O ^ ALL RI NDOWS&DOORS ,!�!!IVALI\L\\\ SGD-150 LMI N.T.S. 21 OF 28 SGD150LMI-N0A 0 CERT.OFAUTH.#29296 A.LYNNMILLER,P.E. P.E.#58705 #10-16 x 1/2" HH SELF DRILLING SCREWS AT 6"FROM ENDS & 12"O.C. O90' CORNER O 135' CORNER o Ii II M10-24 X 1/2" #10-24 x 1/2" ill! FH THREAD CUTTING SCREWS FH THREAD CUTTING SCREWS 3 1 d Ij I! AT 6" FROM ENDS & 12"O.C. AT 6"FROM ENDS & 12• O.C. 3 II jl w to E32 O 2 O O� 31 p0 EXTERIOR D.L. OPG. EXTERIOR PANEL WIDTH PANEL WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH #10-16 X 1/2'• DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY HH SELF DRILLING SCREWS AT 6"FROM ENDS& 12"O.C. 1 3/4" (4)ANCHORS 'r. ,y`7i 'S� (4)ANCHORS PROUDtf 8EV19Qo I •�-. ac—vb'1oS wtth 2&e F'!ur{Es AftVianc.N. 6 �6 1 ..�6 r �6lRddI-9 Cod. Dale y�1 ����•03 (6)ANCHORS (6)ANCHORS `� •Wti�� }L —ww Cabd I6 3 �;� nl 3-. 3 8. 3'! (8)ANCHORS (8) ANCHORS jj1111 -s 3 3 I 3" B" SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Impact Resistant �����•'�1GENS TWO (2)TRACK THREE (3)TRACK FOUR (4)TRACK TWO (2)TRACK THREE(3) TRACK FOUR (4)TRACK ®Windows&Doors • B '•.tr`� Description: note: weREslx°xam" No.58705 CORNER DETAILS 5/22/19 .......eeee I f•r.2e6........2 y Revision: R.,By: Rev.Dote: PREPARED BY LYNN MILLER Z3 I�•:�� 1070 TECHNOLOGY DRIVE Q T TE O ORIGINAL ISSUE N.VENICE,FL 34275 T ' (941)480-1600 �S'S �G Smias/Mods!: Scala: Sheet: Orowinq No. Rer. CG vrRoowsa 2oppft5 �i/ANAL - SGD-150 LMI N.T.S. 22 of 28 SGD15OLMI-NOA Q ALL MGRIS RESERVED 7�1i 111111// CERT.OF AUTH.#29296 A.LYNN MILLER,P.E, P.E.#58705 I 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/B"MIN. METAL THICKNESS EXTERIOR MOUNTED CONC. . 2 POCKETED JAMB 1 BLOCK 'z WOOD METAL ® 4 O EXTERIOR ® o a II I 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 � '4JLODUt f REY�p .............. .............. 1 >t�_C.4 theFls+ld QO 0 O O O O O EKyt•PLnmW uallo _6Ld3•o3 rote nutmw ale! corm z z EXTERIOR rtre: D own SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant �t�•' \1GENSF'•ye, i Windows&Doors Descriv69n: Date: WEAEstxexeexx•• — No.58705 % DETAILS 5122119 m90.693.13.,..6,eLLa,69]]93. T.I:]96.68].1819 I F..:]96.6]].168] _ ftWst.n: Rev, PREPARED BY LYNN MILLER .Z3 ery: Rev.D9te: I 4144/-- 1070 TECHNOLOGY DRIVE O •. 5 ATE F� ,- ((!` ORIGINAL ISSUE N.VENICE,FL 34275 %��'•.,FCORIOP`.•'• \�� (941)460-1600 %i tsS •••••••`NG�.` Sena lMod91: Score: Sheet: Drawing N9. Rev: CDPYRIGHTO ZDte CGI WINDOWS&DOORS !!!!11111111\\ SGD-150 LMI N.T.S. 23 of 28 SGD15OLMI-NOA D —MGWSRESE D CERT.OF ALITH.#29296 A.LYNN MILLER,P.E. P.E.#58705 CODE PART No. DESCRIPTION MATERIAL MANUF- REMARKS CODE PART No. DESCRIPTION MATERIAL NANUF. REMARKS E1 CGI-183 FRAME SILL 2 TRACK 6063—T6 CGI EXTRUDER — M2 CGI-171C FIXED PANEL CUP (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 ANTILIFT&PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. E4 CGI-153 EXTERIOR INTERLOCK 6063—T6 CGI EXTRUDER — Mll 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 I CGI EXTRUDER — M13A I 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL E8 CGI-157 SILL RISER 6063—T6 CGI EXTRUDER — M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 E&I 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#10X3/4"PH E10 CGI-159 INTERLOCK REINFORCING(LENGTH = FRAME HT. —8-) 6063—T6 CGI EXTRUDER — M15A SGD-507N KEEPER ZINC INTERLOCKS INST.W/2#IOX3/4"PH Ell 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 PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.W/2#10X3/4"FH E13 CCI-185 FRAME HEAD 3 TRACK 6063—T6 CGI EXTRUDER — I M17 SGD-5500 HANDLE SET ZINC SULUVAN/INTERLOCKS E14 CGI-168 OUTER TRACK ASTRAGAL 6063—T6 CCI EXTRUDER — M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN — E15 CGI-170 POCKET HOOK 6063—T6 CGI EXTRUDER — M19 SCS2000 SILPRUF SEALANT SILICONE GE — E16 CGI-121 7/16"GLASS GLAZING BFAD 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 ULTRAFAS OR EQUIV. E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063—T6 CGI EXTRUDER — M23 HD-12-10042 ,350"REACH POCKET SEAL — AMESBURY — E20 CCI-155A MAIN STILE (OPTIONAL) 6063—T6 CGI EXTRUDER — S2 — #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 CCI-168A OUTER—TRACK ASTRAGAL(OPTIONAL) 6063—T6 CGI EXTRUDER — SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063–T6 CGI EXTRUDER TWO POINT LOCK BY 'SULLIVAN' E25 CCI-184 2.3&4 TRACK FRAME SILL SCREW COVER 6063–T6 CGI EXTRUDER – MAIN STILE AT 40" FROM BOTTOM OR 'INTERLOCK' LOCATED AT OM E25 CGI-187 2,3&4 TRACK FRAME HEAD SCREW COVER 6063–T5 CGI EXTRUDER – SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) E27 CGI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063–T5 CGI EXTRUDER – ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) E28 CGI-1028 FRAME HEAD 4 TRACK 6063–T6 CGI EXTRUDER – ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) E29 CGI-1029 FRAME SILL 4 TRACK 6063–T6 CGI EXTRUDER – ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) E30 CGI-1030 FRAME JAMB 4 TRACK 6063–T6 CGI EXTRUDER — E31 CGI-1057 FEMALE CORNER ADAPTOR(901) 6063–T6 CGI EXTRUDER – DOUBLE LOCKS: REOD. 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 MODUCf AE11I96® CONNECTING BAR (PART #HD-3310142) as—plying y'"He Fb" ZINC HANDLE SET UeHJing Ce4. SECURED WITH (2) 6-32 X 1-1/2" OH MS A0e°p..1�lanmie - 663.0j STEEL KEEPER (PART #HD-3310143) r SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS 8, 144,. I•L�� �fYDM�+ r Coeid - 111L111111/// Title: Drown Sr. .�� QIiA'f ..,AI '', SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant Windows&Doors Description: Dote: WERE31RONGE111^ No.58705 BILL OF MATERIALS 5/22/19 nea r.roue eo..y xiu.u,n aaou = -• e06.691I F—aosse: T PREPAREDED BY LYNN MILLER Revision: Rev. Rev.Dote: 1070 TECHNOLOGY DRIVET 0 ORIGINAL ISSUE N.VENICE,FL 34275 i �s••,F(pRIDP.•'•G\��` (941)480.1600 Series/Model: Scale: SAest: Droering No. Rev: COP YR(0H 0 019 �',`s/ONAL SGD-150 LMI N.T.S. 24 OF 28 SGD15OLMI-NOA Q ALL RIGK RESE�D / 111++L1` CERT.OF AUTH.929296 A LYNN MILLER,P.E. P.E.#58705 - i .070 4. .070 -735 5.921 1.340 1.340 � �I 1'-'•675 -120 -I I� ?- .B60 T..47- ---1 HLU' p .847 1'250• .995055 .995 1.184 975 F[j 3.255 2 55 1.184 F� 3. 4.250 4.250 E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) '070 GLAZING BEAD GLAZING BEAD •070 LAM. GLASS INSUL. LAM.GLASS .995 7E. 995 .075 .075 1-508- .508 1.186 070 2'600 2.600 Q TOP/BOTTOM HORIZ TOP/BOTTOM HORIZ (OPTIONAL) 070 .640 .753 3.000 .995 •725 ,065 -4 1.5� 060 1.831 �i� .070 4.735---moi 5.921 � .125 M2 156.00 1.490 1.415 FIX. PANEL CLIP 1.490 1.415 E1 FRAME SILL (2 TRACK) � FRAME SILL (3 TRACK) 3.000 120 E i E7 3.750 3.750 --.005 EXTERIOR INTERLOCK (OPTIONAL) 2.005 2.755 .070 1.366 2 .155 125 E6 MAIN STILE .695 11 3.750 MAIN STILE (OPTIONAL) 2.755 .070 3.000 .265 .125 -3.000 1.610 1.870 .095 •995 095 EB 3.510 3.572 SILL RISER (OPTIONAL) 1.810 1.870 1.415 1.600 1.670 .070 1.770 ,0601.415 1.770 ,060 3.188 3.572 2.005 1.255 L�2.005 .070 .070 2.005 1.625 2.005 O tlL 1 INTERIOR INTERLOCK .582 1.255 INTERIOR INTERLOCK (OPTIONAL) E14 OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE .995 1.186 2 120 ® 2.005 . 11.825-q �I 0 INTERIOR TRACK ASTRAGAL F 125 1.501 Ofi0 1,837 POCKET HOOK (OPTIONAL) �mmpwswu� 3.750 .1�2 ] 1.310 A�PLaxec No. �3_O.C�.?•G3 1® � i•P�/a'Lkia .155 INTERLOCK REINFORCING L3.000 + ` Ll E4 EXTERIOR INTERLOCK C0°M0t .070 .572 \1111111// szs rue: Dorn 6i N`(LYNN 3.s10 741 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ;� Z�•'�%CENSe!L1�(('r 1.600 1.67° 2.5x1 Deie p6en: oaLe. Windows&Doors 1.920 wEnesra#xOm^ N0.58705 ••� 2.670 3.341 arta�.toa!{v.a,xLL.l,n sole * .062 EXTRUSIONS 5!22/19 rel:rfi{.fi1l.{fi!! Revision; Rev.By. Rev.Dote: PREPARED BY LYNN MILLER 2.005 1070 TECHNOLOGY DRIVE :•C(A N.VENICE,FL 34275 SATE OF [(� ® II I ORIGINAL ISSUE T F�.625 .625 h (941)480-1600 (L` •.;�C ORIDP,.•'G��� 323 Serial/Modal: Srnle: Sheet: Dra.ing No. Rw: COPrRIGM 0 M19 �v� l)f SILL COVER(OPTIONAL) GA RIGD RESERVED /77 ONAL 1�\\` OUTER TRACK ASTRAGAL (OPTIONAL) I SILL RISER (OPTIONAL) SGD-150 LMI N.T.S. 25 of 28 SGD16OLMI-NOA 0 CERT.OF AUTH.929296 A LYNN MILLER,P.E. P.E.#58705 1.886 -�I 1.375 510 .125 *412 2.270 I �.060 .128 .128 .260��JJI I� .190 1.650 .640 3.528 1.886 •125 1.485 4.765 .065 FRAME HEAD COVER 4 30 .080 1.6211.520Ll .344 •060 I 2.561 I I-.625 ® FRAME SILL COVER F32 E31 FEMALE CORNER ADAPTOR (90') FEMALE CORNER ADAPTOR (135O') E33 MALE CORNER ADAPTOR F2 FRAME JAMB (2 TRACK) .243�•I 1.791 060 1.620 H © FRAME JAMB COVER 5.951 •080 1.620 .725 0651L_ 125 .5�45 T 090 1.620 1.508 I I I I .065 .625 I I .664�1 I•� FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP moDUCfavil Y I�wdiDleg A&R wk4 wF{asyds R"l"m No.11-060'3•03 spl�m bele 4�st.1w '�]----,fir• 1 Cmkal 11111 Title: Drown By: Y LYN I/ SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant \\\` ZON.•........ z/ Windows 8 Doors 11GENSF 0-Hptlon: Date: WERE s1ROR0ER- No.58705 EXTRUSIONS 5122/19 nsa w.roue n...y ains,n you 11C.. �C r.e sos.ses.ssso I v..:soe.sse.eses - ; PREPARED BY LYNN MILLER Revision: Rev.By: Rev.Dato: 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 (941)480.1600 "-."40R Serie./Model: Scala: Sheat: Drawing No. Rev: cowniGitia lots 1 ` `\ SGD-150LMI N.T.S. 26 OF 28 SGD150LMI-NOA 0 ALL RIGMS R SEMED 1111 CERT.OF AUTH.#29296 A.LYNN MILLER,d.�. P.E.058705 i J e 7.750 / .080 S2 .92 1 .857 1.250 T FRAME HEAD (4 TRACK) .080 2.6000 .753 I M 7.730 ei...--QQQ••• F29 FRAME SILL (4 TRACK) FRAME TOP CORNE1.375 4 TRACK SHOWN 1.620 1.620 7.750 �/ 52 1.620 .080 MoDur-CREVra@Y .095 1.620 r tmLp1SV6 nh'u IAe Phvldn IR�WtngcaJe � �OGa3•o3 1—.625 E3o FRAME JAMB (4 TRACK) ' /111111111 Title: D.-W. � Y LYN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant NMS! Windows&Doors Description: pole: : N0.58705 ,L ]]00 Y.1010 Xitln.,0189010 = R INSTALLATION DETAILS,EXTRUSIONS 5/22119 mi eosseo.oeOD ee 1 I F-305.5$3 Rev.By: Rev.Dte:aPREPARED BY LYNN MILLER Revision: 5 3 ' 1070 TECHNOLOGY DRIVE <(/ ORIGINAL ISSUE N. isooFL z75 ���•.•,FCOREOP•,.• FRAME BOTTOM CORNER Senes/Model: Scale: Sheet: Draeing No. Rer. CAWRIGM0 zote �i7sS/�•••' 4 TRACK SHOWN SGD-150 LMI N.T.S. 27 OF 28 SGD15OLMI-NOA Q ALL RIGHTS RESERVED j/,/1Nj AL1111`\ CERT.OF AUTH.929296 A.LYNN MILLER,P.E. P.E.#58705 52 S2 52 I 1 FRAME T0P CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER S2 MITERED BEAD CORNER(TYPICAL) S2 04 S2 / �Sk nRODUC f REVrfiE$ M mmpl)iag-itb toe Fre91df Aocepte C' -oLe3•o3 J tCmhar PANEL TOP/BOTTOM CORNER /' FRAME BOTTOM CORNER SQUARE BEAD CORNER(OPTIONAL) 2 TRACK SHOWN YIIIII IIffT� Drawn By: \ ..` p' / Title: \\ �\,�......... • /�. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Impact Resistant �..• L1GENSF'�Z' ®Windows&Doors Q�' Da—fpean: Date: WERE STRONGER' No.56705 — ' 5/22/19 372D W.1041h0-9,..:,eia..e,Ft aaD1D— INSTALLATION DETAILS r.i:305-3.55.0 I F..:]05.923.esa] Revision: Rev.BY: Rev.Date; PREPARED BY LYNN MILLER 7�J.•V`C�q) II ` FRAME BOTTOM CORNER 1070 TECHNOLOGY DRIVE � Q� SATE F� •'•(V\ 3 TRACK SHOWN ORIGINAL ISSUE N.VENICE,FL 34275 '•.,FCORIDP,.•'• (941)480-1600 'i, S ......• _\('j�\.` Sartas/Model: Scafa: Sheet: Dra.fng No. Rev: C PYRIG11TO 2111 "'1&'OPq 1S'QN L 01 R SGD-150 LMI N.T.S. 28 OF 28 SGD150LMI-NOA 0 ALL RIGHTSRESER�VED ff I11�I11 CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 r k