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HomeMy WebLinkAboutProduct Approval (3) MIAMI•QADE , MIAMI-DARE COUNTY 6-AWAUME C 1 2 2019 PRO UCT CONTROL SECTION FILE805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCE ucie County, Permittln9 Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy CGI WINDOWS and DOORS,INC. 3780 W. 103'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 C°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. NVIISSILE 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/comers, see limitation note 4,below. 3. Max shim not to exceed %z"at Head/jambs& '/z"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into conc. 4. Units containing 901& 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,E-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 M IAMH=E COUNTY Expiration Date: September 22,2020 Approval Date: July 18,2019 Page 1 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series"Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC, TAS 202-94 along with marked—up drawings,and installation diagram of 8-panel,Alum SGD w/Pockets& 135° and 90° corners,prepared by Architectural Testing,Inc.,Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed,P.E.(submitted under file #15- 0619.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of 6-panels Alum SGD w/Pockets& OXXX,prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W&-W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24,2014, issued by Certified Testing lab.) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel,P. E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont`Butacite"PVB interlayer, Duraseal® and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed& sealed by Ramesh Patel, P. E. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22,2020 Approval Date: July 18,2019 E-1 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 /#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) 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 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 REP, Product Control Section, signed by Jaime Gascon, P.E. 3. Test proposal# 14-0198, approved on 02/26/2014, signed by Ishaq 1. 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(61 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. SGD15OLMI-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 SENTRM 150 ALUMUMM 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 WINO LOAD REQUIREMENT BASED MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. ON WIND VELOCITY,BLDG. HEIGHT, WIND 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. STEP USING CHARTS ON SHEET is SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE X44 �Ar��Y� IN STEP 1 ABOVE. N�I'l-003•o3 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (8TH EDITION) FLORIDA setIb n D.E. x t 20 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). STEP� THE LOWEST VALUE RESULTING FROM STEPS 2 AND J + SHALL APPLY TO ENTIRE SYSTEM. ik ( 1.(—L— �- 1BY OR 29Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE AftawdC49Md DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1111 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. rnr: Oro.n Br i ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. AGK Impact Resistant `,�`�pNY ..... �•,�, SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) � '� ,.• 10ENg• l MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Winitom 8 DOOIs COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 0.11+ e�1lE anroa�� REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. No.58705 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION COVER,INSTRUCTIONS 5/2?J19 ui�ws.ur.nn I r..:......mr FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY a...vlwwc R, FF..0.1. PREPARED BY LYNN MILLER�'T) OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR1070 TECHNOLOGY DRIVE — '• ^� WATER INFILTRATION RESISTANCE ETC. ORIGINAL ISSUE N.VENICE,FL 34275 �0,�'.. S ATE :•(V�` CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, (941)48()-16W �(C�s'•.jD<ORIDP.•'•G\�. AND TO BE REVIEWED BY BUILDING OFFICIAL 5«w/Moe�h. Scwr. Shwt: Orarxq Na Rev: �a MIS , SGD-150 N.T.S. 1 a 28 SGD150LMI-HOA Q A R*u SwsE O �S1vd9 \�1� CERT.OF AUTH.#29298 A.LYNN MILL�d,�.�. P.EJ 58705 - ANCHORS SHOWN m 14• 3 TRACK a z MAX. HEAD ANCHORS r1 � 282 13/16'MAX. ODOR FRAME WIDTH IN HEAD ANCHORS 14'MAX48 1/8• AHEAD/SILL/JAMBS_ PAIRS 2. 3 OR 4 PAIRS HEADI5l1 NOM. PANEL WIDTH AT STILE ENDS SEE SHEET 13 AT 3'O.C. 8'MAX. 1 13/16" - SEE CHART ON SHEET 15- HEAD/SILL E - FALSE MUNTIN FOR CAPACITY MIN. OPTIONAL b I iO!2 REINFORCING I 11 AT INTERLOCKS I OPTIONAL 1 II SEE SHEET 13 1 FOR CAPACITY IN 7c1.2 1/8, .L. OPf�, 2 POINT 42 1/8' j ---yy ,,LL 1 = 1D roT----T--- SINGLE LOCK D.L. OPG. 11 11 SEE SHEET 24 I FOR DESCRIPTION 4�1 y Y I� II i�i I I I - ' - N _ POCKET 6 SILL TYPE 62 ANCHORS 2, 3 OR 4 PAIRS AT STILE 1/8' (SEE SHEET 6, 6, 11 g CLUSTER SHOWN ENDS INTO CONIC. AT 3'O.C. SEE CHART ON SHEET ', / PANEL WIDTH 1I8' & 12& DETAIL M ON POCKET 15 FOR CAPACITY PANEL WIDTH 23) JAMB ANCHORS n u • 1 - (SEE SHEET 23 FOR mogM F:tEV� JAMB ANCHORS 1 TYP. INSTALLATION) 14' IAr.YnE Ctl. 6' B 'MAX. 3.0 F 3 TRACK LL ANCHORS `%*.dw Ow.,__-Ziny0twi � w+w.iae...r e a' (1)IEP CLUSTEN (2)NEEP 01M R (2)WEEP CLUSTER (2)WEEP CLUSTER 2 NEEP Q TOT 2 40 CLUSIEA 1 NEEP CLUSTER 11111 1111 I T T� Tft: Dram W.- SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impel ResIsW11 Wh111m 8 Doors TYPICAL ELEVATION S WImIl E & No.58705 TESTED UNR nu r.—_..n.I.r,n ELEVATION 5122/19 ue...........I I..:.n.u..n..- A ^ Rte.,W.OPENINGper.,ppT�. PREPARED BY LYNN MILLER �O,'.S �''I 1070 TECHNOLOGY DRIVE S ' 1 4!/6 D.LO HEIGHT : DOOR FRAME HEIGHT -.9 11/16' ORIGINAL ISSUE N.VENICE,FL 34278 D.LO. WIDTH NOM. PANEL WIDTH - 6' ) S,S OR10 G\` w1 410.1800 PANEL HEIGHT - DOOR FRAME HEIGHT —1 3/16' S-4./M.W Scdr SAwk Do kv No. IM.' � i p?� "'��NAL1�N1`� SGD-150 LMI N.T.S. 2 OF 28 SGD150LMI-NOA O AT RL 2 8 REBER'! CERT.OF AUTH.(29298 A.LYNN MILLER,P.E. P.E.i 58705 6, 3" (8)ANCHORS —CLUSTER SHOWN TYP. 2 TRACK HEAD ANCHORS w 14' 190 9/16"MAX. DOOR FRAME WIDTH HEAD ANCHORS 14" MAX' ANCHORS PAIRS HEAD AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS AT STILE ENDS SEE SHEET 15 6-MAX /r AT 3"O.C. HEAD/SILL 1 1IN. FALSE MUNTINOPTIONAL _ SEE CHART ON SHEET 15 CORNERS MIN. OPnONAL ,q) C) J FOR CAPACITY I I REINFORCING � ATINTERLOCKS OPnDNAL Ci II it H SEE SHEET 13 I FOR CAPACITY I I I z /olNr az 1/e" 1 42 t/e" C3 ,� I! _- yyI ,I,LL SINGLE LOCK D.L. OPG. D.L. OPG. I = c5 io �j --=p====T=== SEE SHEET 24 1n w i 16 ao FOR DESCRIPTION I z II / II ad Izw U UU _ I I B 1 D 1 = bo momx r tattvnm a++�c.00ft.r.pillow I� Aa puce Nv tq-,Y.3.0; SILL TYPE B2 ANCHORS 2./3 OR 4 PAIRS /J` 48 1/8' 1 ��t�M Orte e�� �w xg m (6)ANCHORS AT STILE ENDS AT 3" O.C. SEE CHART ON- /' PANEL WIDTH 48 1/8 2 TRACK f ¢ CLUSTER SH WN SHELLS FOR CAPACITY PANEL WIDTH JAMB A JAMB ANCHORS 0 1 2 TRACK JAMB ANCHORS �O.'A!I tCvdlvt SILL ANCHORS t6" 14" ^ S MAX. TYP. D.L. OPENING B� 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 UNfT) TYPI CAL ELEVATION N 149 mmm (A m mato RI 1®mm" m msu UI m ausall IIII nR.: 0.-By. �•`� Y LYNN i, REFER TO PAGES 14, 15. 17 Bt 18 FOR WEEP SIZE. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact RaslstaM ;: �N�N• EN �j Windows&Doors �1.. UcENSF 11et.: rllws 11rIl0aEa" Q:" '.. vu v....tw a..,n.wu *:• No.58705 ELEVATION 5/22/19 r.c u.........I*,"..:....w....: PREPARED BY LYNN MILLER R.N.ion: Ray. W. R-Date: 1070 TECHNOLOGY DRIVE �� I ORIGINAL ISSUE N.VENICE,FL 34278 OT'•. S ATE O (941)4841600 ��S'•.FC ORIDP,.''G\� /MOON: SOON: SAwt: No. Rev: GOPMDOWS OO SGD-150 LMI N.T.S. 3 OF 28 S,D150LMI-NOA 0 Al Woo Settee NAL �'' S CERT.OF AUTH.M29298 A.LYNN MILLE�,�.�. P.E.a 58705 (8) ANCHORS (8)ANCHORS 6. /�//.�•�j•� CLUSTER SHOWN CLUSTER SHOWN T-71� ..TYP. .... .... .... /1--7' (SEE SHEEP 1.. . •1 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 OPTIOUNTINNAL ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 2 DR 4 PAIRS OPTIONAL 4g 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 [ADT 3'O.C. 1 FOR CAPACITY SILL9 SEE CHART ON SHEEP 75 1 MIN.R CAPACITY CORNERS MIN. I I 1 REINFORCING �D AT INTERLOCKS OPTIONAL n( ii H H 0 SEE SHEET 13 P H N r N II 1 FOR CAPACITY2 POINT =8 L====_ DOUBLE ; LOC SEE SHEET 2 L 742 j1/8 11 42 1/,8' DESCRIPTION D. OPG. 2 POINT D.L.OPG.DOUBLE LOCKS SEE SHEET 24 1FOR DESCRIPTION<o 'ea'z 2 ' 4-3 I a W li it ,1 Z I �w B D F x x x I Ym I V Ga O _ Ij r.rl, SILL TYPE B2 ANCHORS 48 1/8' 48 1/8" mz POCKET SILL TYPE B2 ANCHORS ///f 2. 3 OR 4 PNRS ///T 1/8' PANEL WIDTH 48 1/8' PANEL WIDTH o JAMB ANCHORS 2 OR 4 PAIRS / / J AT CORNER STILE ENDS.JJ AT STILE ENDS) PANEL WIDTH PANEL WIDTH 3 TRACK V SEE CHART ON SHEET 15 AT 3" O.C. JAMB ANCHORS FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY m �6' 14' 3' (4)ANCHORS EXTERIOR (6)ANCHORS EXTERIOR 3 TRACK »i MAX TyP CLUSTER SHOWN CLUSTER SHOWN SILL ANCHORS (SEE SHEET 22) 77771 a RB.: Darn W. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ``�t�.•''`10ENSF '/�!� �gpp�r�y�s (TESTED UNIT) Windme Doors Q'.' �1 TYPICAL ELEVATION DQeC1� DOt' Wew[91noa�- No.58705 5122/18 ELEVATION ..o-.e......... _ 2 C.MtlafNr Orl. � Rwision: R-BY Rw, Dote: PREPARED BY LYNN MILLER �' all J ` N.V TECHNOLOGY DRIVE Q� 5 ATE O ORIGINAL ISSUE N.VENICE,FL 34275 �'• A•(ORIDP.•'• \�� 1 4801800 ...... S—/Mod.l ScoN: 4r.t Dra.kv No. �R— SGD-150 LM I N.T.S. 4 OF 28 SGD150LMI-NOA 0 AAURMSREW�13 j...... \`\ CERT.OF AUTH.9292967 A.LYNN MILLER,P.E. P.E.9 58705 DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PANEL WIDTH NON—REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 11 1__TARE PRESENT. XXX(SHOWN) t H L FOR DOORS USING 90' & 135' CORNER STILES OXX c H LIMIT MAX. DESIGN LOADS TO 160.0 PSF XXO XXX(REVERSE) I © EXTERIOR 0 DOOR FRAME WIDTH FRAME WIDTH NON-REI NF. INTERLOCKS SEE CHART ON SHEET 13 H L JI H d o XXXXXX(SHOWN) © O O 9O CORNER DETAIL'0'ON SHEET 22@1 HO OH OXXXXO EXTERIOR 135 CORNER DETAIL'P'ON SHEET 22 ON. PANEL WIDTH OPTIONAL IN UEU OF JI DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH C H b s g L. XXXXXX(SHOWN) © EXTERIOR O OVN.—REINF. O O 9Q CORNER DETAIL'O'ON HEET 2 13Y CORNER DETAIL'P'ON SHEET 22 INTERLOCKS OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH H = G H 7Fr0 0N 0 J 0 XXXXXO(SHOWN) © OH EXTERIOR O 90' CORNER DETAIL'0'ON SHEET 2 Q OXXXXO 135' CORNER DETAIL'P'ON SHEET 22 NON-REINF. INTERLOCKS OPTIONAL IN LIEU OF J1 SEE CHART ON SHEEP 13 1/11111/ APPROVED CONFIGURATIONS Tjr� mN: NON—POCKETED DOORS (NON-REINFORCED SHOWN) CMe Impact �� """"• .'LI/ �' r.+hs II.f'03o 3 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® D SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Ne 20 Windows A Daars F �F �� Descriplian: DoH: WERE 9TRONDE11^ Q': '•.� i THREE 3) TRACKS est, 1.C1.—�.y ,T •,,...s, *:. No.58705 *_ ( Mli.1,$Er�rENSE�„ CONFIGURATIONS 5/22!19 ,,,.;;;.,,;,I,,. NOTE: R��; Rev.W. Rev.DoH: PREPARED BY LYNN MILLER VT Q .. ` 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070 TECHNOLOGY DRIVE 1 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORIGINAL ISSUE N.VENICE,FL 34275 O�•. tv (941)480-1600 (CS'.:°<ORiDP.•''G\2� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Saha/Mod*! Scoff; Sh t: pa.;,q No. R.v: 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LM( N.T.S. 5 of 28 SGD150LMI-NOA Q wurt,cHrslresEaveo '��,INAL11�,`\ CERT.OF AUTH.$29296 A LYNN MILLER,P.E. P.E.$58705 DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. XXX(SHOWN) tH L !!i; FOR DOORS USING 90' & 135' CORNER STILES OXX w c H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXO p b XXX(REVERSE) b �QK a © 0 EXTERIOR O 4o DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTER LOCKS SEE CHART ON SHEET 13 H L J1 w H ( HH s _ 8 XXXXXX(SHOWN) © O EXTERIOR O 90'CORNER DETAIL'O'ON SHEET 22 Jt O O OXXXXO 135' CORNER DETAIL'P'ON SHEEP 22 NOM. PANEL WIDTH OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH �\ = G H H J R K �] XXXXXX(SHOWN) © O EXTERIOR 090-CORNER DETAIL'0'ONO'NE _ O O O 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 rg; M -.- ;7 H G J H w M N N XXXXXO(SHOWN) © Q OH J Q Q Q C EXTERIOR 90•CORNER DETAIL'I,ON SHEET 2 OXXXXo 135'CORNER DETAIL'P'ON SHEET 22 NON-REINF. INTERLOCKS APPROVED CONFIGURATIONS 7WDOEFnEYr OPTIONAL IN UEU OF JI SEE CHART ON SHEET 13 11IIII II I r�� r urpMa.w OP now TRW: D, Bi' `` pN_......AI �!i NDN-POCKETED DOORS (NON-REINFORCED SHOWN) IweW^eOi°'�Le3'-o3 SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ®Impact Resistant "10' �`r,.•'1OENS �� SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS AttWlu,ce Ne I _•__ ,�_., ) Windows&DoorsD_i itpit�ti�pO tt .'x'73-7-f�'a'�+ pa^n: Out.: IVAIE RfAOMBER•• �•' ••� THREE (3) TRACKS No.58705 M p,yy P-6-1 co" CONFIGURATIONS 5/22/19 NOTE: R-sion Rev ±D*tl:oPREPARED BY LYNN MILLER �31. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070 TECHNOLOGY DRIVE A 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORIGINAL ISSUE (9 1ENIICCE FFLL 34275om3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. s »/udlscot.: Shrt orawirN^ CGI xENooAs&m OORS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 5 OF 28 SGD150LMI-NALLRc ISREWE D ��T 111111It I1� CERT.OF AUTH.029296 A.LYNN MILLER,P.E. P.E.i 58705 DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED DOOR FRAME W. PANEL WIDTH NON–REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90• AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 r-- fill– I r-- ARE PRESENT. = j H L j FOR DOORS USING 90' do 135' CORNER STILES W H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF V la la I I a I M 1 1 I L__ L PXXX(SHOWN) O ON EX RIOR O XXXP DOOR FRAME WIDTH DOOR FRAME WIDTHPANEL WIDTH NON–REINF. INTERLOCKS SEE CHART ON SHEET 13 I H J H I i I IY � H H YI IY V�V I 10 KI j a0 8 j M M j 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 LIEU OF J DOOR FRAME WIDTH NON–REINF. INTERLOCKS SEE CHART ON SHEET 13 I r-- 5 H J H V �0 � I I I M K I O I I I L– L PXXXXXX(SHOWN) L O O EXTERIOR O O O PANEL WIDTH O O 90 CORNER DETAIL'O'ON SHEET 22 XXXXXXP POCKET CAVITY NOT BY CGI 135' CORNER DETAIL'P'ON SHEET 22 NOT PART OF THIS NOA OPTIONAL IN LIEU OF J DOOR FRAME WIDTH DOOR FRAME WIDTH NON-REINF. INTERLOCKS r--- SEE CHART ON SHEET 13 I U J H W I w - y H H v b 1 l0 a I I I L__ (H)ll CORNER DdAL'0'ON SHEET 2 J OH HO ON PXXXXXO(SHOWN; �J EXTERIOR 135 CORNER DETAIL'P'ON SHEET 22 PANEL WIDTH OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS OXXXXXP sao�OM��YYAe•iWl� T Drawn IN' �` OL T IVIV POCKETED DOORS (NON–REINFORCED SHOWN) AsyrnuseN� SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impacts&Dool �10ENSF '•�! SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS iaAlracla�a�— 7JO Windows"DDars Q•;• ';F� NOTE: t D ft reWE arnDOlrcR– =*; No.58705 4` 1.� �^- 5/22119 mer.. THREE U TRACKS art ►rod�clCrlTnlf CONFIGURATIONS ra:rw.ur.ocoo I r••:coauc.uu = 0 POCKETS ARE NOT PART OF THIS APPROVAL R.vlobn: Rw.W. Rw.Dote: PREPARED BY LYNN MILLER S} � 3 I 44 AND TO BE RENEWED BY AHJ. 1070 TECHNOLOGY DRIV ��'• S ATE OF 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ORIGINAL ISSUE N.VENICE,FL 34275 .° 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. (941)480-1800 %�S '•.,<ORIDP..'G��� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 5ar/is�om 5co1i sr�nt D'°"rnq N°. Rer. cOnrRu—.1. �",,10NAL EN�``� G:�VMNWSRE DOORS ///7l 1111111 AAA 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER TBC. SGD-150 LMI N.T.S. 6 OF 28 SGD150LMI-HOA D ALL RIDHTS RESERVED CERT.OF AUTH.029296 A.LYNN MILLER,P.E. P.E.!58705 DOOR FRAME W. MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED I ' REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS If ISEE CHART ON SHEEP tJ WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 5: K ARE PRESENT. W FOR DOORS USING 90' dE 135' CORNER STILES H LIMIT MAX. DESIGN LOADS TO *60.0 PSF C ®1 O EXTERIOR Gt XO(SHOWN) OX FRAME,DOOR W. MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 W C Kt EXTERIOR O Lt XX /8 X 3/4-SMS DOOR FRAME WIDTH AT 24'O.C. MAX. FRAME WIDTH 1 N H c ON J1 1 OH EXTERIO ct 90 CORNER DETAIL •O•ON SHEET 22 OXO(SHOWN) 135' CORNER DETAIL'P•ON SHEET 22 OXO(REVERSE) OPTIONAL IN UEU OF J1 DOOR FRAME WIDTH MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 G J1 k-M EMTTLR.tl d°OLEI�E A.�.WIORNo eco3•o3 $ Eylrww 4n� 2iZe Gt HO EXTERIOR Jl HO G1 OXXO 90•CORNER DETAIL'0'ON SHEET 22 XXXX(SIMILAR) 13T CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN UEU OF J1 1I 11111/ APPROVED CONFIGURATIONS TAW: DY°"'81'` `�� ONY LYN/y NON—POCKETED DOORS (NON-REINFORCED SHO" AGK 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ®Impact Resistant SEE SHEET 13 FOR OR AND REINFORCING OPTIONS ( ) Windows&Doors `��.•' �tCEN,pF••.Z • DKIM otN: WiME STIER- ` Q: ••.'r TWO (2) TRACKS 5/22/19 No.58705 CONFIGURATIONS ::°°.:TO°1°��:�'::��°:.u,o: __ q NOTE: Rftf— R-BY. R.. PREPARED DV LYNN MILLER - Doh: �3 Q• 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070 TECHNOLOGY DRIVE �A lV C',�'• ATE . 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. ORIGINAL ISSUE N.VENICE,FL 34275 SOF 14, (941) (�S'•.°<ORIDP•.•'ONR 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 3G LMI NTS. 7 of 28 D150LMI-NDA 0 no 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. CERT.OF AUTH.029298 A.LYNN MILLER,P.E. P.E.O 58705 DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA DOOR FRAME WIDTH WIDTH DOOR FRAME WIDTH DOOR FRAME W. r- � NON-RANT. INTERLOCKS r---- SEE CHART ON SHEET 13 j I w I H I Y q IY ly y t0 IV IU O IU Q� la la � la a EXTERIOR EXTERIOR O Li PX(SHOWN) PXX(SHOWN) XP XXP DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED I CONFIGURATIONS SHOWN WITH SIT AND 135' CORNERS I I WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 r-- --� ARE PRESENT. J1 i FOR DOORS USING 90' do 135' CORNER STILES cYii IY Ypi LIMIT MAX. DESIGN LOADS TO ±60.0 PSF o OI a M M a I NOTE: L-- --J 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ____J O EXTERIOR J7 Q 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. PXXP 90'CORNER DETAIL'0'ON SHEET 22 t35' 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 r--- ---� SEE CHART ON SHEET 13 1 I IYw U :, qJ YI IUY LXL�1I Oj 10 OI �g ips al la dl 8 1 M M I I 1 6 I I EXTERIOR O Oj OH OM _J StppmF RKyrM I, v X X P 90' CORNER DETAIL'0'ON SHEET 22 b�be#LUL 135'CORNER DETAIL'P' ON SHEET 22 '4Kyt C.No (•�3�p3 OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH DOOR FRAME WIDTH Ear~W aM_-s,.tt7J»_ NON-REINF. INTERLOCKS Ar ,`'L.,T,,,�'� r--- SE CHART ON SHEET 13 _ +r' rq)-t C.." r-- H H �� 0 =Fen- POCKETS ARE NOT PART OF THIS APPROVAL ID- Ia AND TO BE RENEWED BY AHJ. I M K I L L__ --- Q O EXTERIOR Oj 0 ©1 PXXXX(SHOWN) 90'CORNER DETAIL'O'ON SHEET 22 PXXXO 135'CORNER DETAIL'P'ON SHEET 22 1111 Ill! OPTIONAL IN LIEU OF J1 XXXXP rna: °"" cy: ` �p1Y LYNA( OXXXP �pROVED CONFIGURATIONS SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®yr ndowspact e8lDDors ��� L10EN3Fil� i POCKETED DOORS (NON—REINFORCED SHOWN) D"°"bt1O^` DQ.: WewerrRDRDEA•- Q. _*: No.58705 SEE SHEET 13 FOR DP AND REINFORCING OPTIONS TWO CONFIGURATIONS 5122119 T.I:u..so.uss PREPARED BY LYNN MILLER RerAtm: Mr.BY: Rev.DaN: 1070 TECHNOLOGY DRIVE (V OT SATE F ORIGINAL ISSUE N.VENICE.FL 34275 \ f�� (941)480.1800 ��s''•F�ORIDP.•''G��` 5•Mr�3b011: T ie: $IIHt D—IN NO. R•, CDPrR1GMT 03019 ,, •••..•• �� COIVRMO &DOORS NAL SG0.150LMI N.T.S. 8 of 26 SGD150LMI-NDA D ALLROUSRESER D �ttIIIII11111 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 Sy ET 13 FOR DOORS USING 90' do 135' CORNER STILES F LIMIT MAX. DESIGN LOADS TO *60.0 PSF s H w _ H b r x � s XXXX(SHOWN) OXXX XXXOX(REVERSE) © Q EXTERIOR Q DOOR FRAME WIDTH FRAME WIDTH m NON-RANT. INTERLOCKS SEE CHART ON EET 13 s M H— H C 21 0 0 0 XXXXXXXX(SHOWN) OXXXXXXO ® O O O O O Q Q y H H EXTERIOR H Jt H H H 90' CORNER DETAIL'0'ON SHEET 22 NOW PANEL WIDTH 135 CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J1 NOTE: Molm C F nxvnw a,°'wNPVt*YY tie row& APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. tIAWIry Cab NON—POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. b1f'n. 1 -o6a3•o3 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. latta✓ �� �1111urrrT,� TitN: Dr—BY: �� oW LYIVIV SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant � 'CICENSF /C� Windows 8 Doors Descrip6On: Dbts: WElU arPM6ER- * No.58705 / 5/22/19 nu r.,w,n u,..a na...,n mn- CONFIGURATIONS ra:EPAR D 1 LC LYNN me=_-D '��TE3 f � Rwbbn: Mr.By. Rw.DON: PREPARED BY LYNN MILLER — Z 1070 TECHNOLOGY DRIVE Q ORIGINAL ISSUE N.VENICE,FL 34275 '� F �� (941)480-1600 :tis .. .... .....'G��\ s n.s/�wa.l: SCON: '"0: Pv^n9 No. R—, CO" *"I' SGD-150 LMI N.T.S. 9 OF 28 SGD15OLMI-NOA 0 i.p�io ORS DDSr�kAL1 1��� CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.7158705 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' do 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF FRAME WIDTH DOOR IRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART OV SHEET 13 = H H H H H H s $ � c b XXXXXXXX(SHOWN) OXXXXXXO © O O HO O � O EXTERIOR 90'CORNER DETAIL'O'ON SHEET 22 135 CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN UEU OF J DOOR FRAME MOTH NOM. PANEL WIDTH 5 H H W H H H H Q } XXXXXXXO(SHOWN) L. I i OXXXXXXO © 0 0 0 Q 0 EXTERIOR 0 0 L3 90'CORNER DETAIL'0'ON SHEET 22 135'CORNER DETAIL'P'ON SHEET 22 'NOOUC T REVEQ& OPTIONAL IN UEU OF J �sPlryyl-t wity t4'u" NOTE: A„ l-ti.ee 'dLOj 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. EaJwM�Kw O:,te ty �•Q3 APPROVED CONFIGURATIONS �o NON—POCKETED DOORS (NON—REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 4 �� I•C4-�` SEE SHEET 13 FOR DP AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ✓ Ctrti FOUR (4) 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Tr6w D—6,: �` 0Wf L Y..N SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ���•''`10ENSF �(� Windows&Doors Ds,<r106— oob: "' _*_'/� No.58705 CONFIGURATIONS 5122/19 ra:AeA.u3.ust I n.:va nA nv =� Revrdon: Ra.,gy. ,.qAh; PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE O,� S qTE OF �W ORIGINAL ISSUE N.VENICE.FL 34275 F (941)480-16W %�sS 2.ORIDP..w•`'���• $srbJ�Medel: SCoh: $MeL' On3wirp NO. Rev: W VVNgXT 0 311,9 '�, "�O ••..•••�\j�i�� SGD-150 LMI N.T.S. 10 OF 28 SGD15OLMI-NOA 0 AILMNDO S DOORS ''ir,NALI I 11"`�a CERT.OF AUTH.$29296 A.LYNN MILLER,P.E. P.EA 58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES DOOR FRAME WIDTH LIMIT MAX. DESIGN LOADS TO *60.0 PSF NOM PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON S EET 13 r-- I 1 � I H IY H IF S ° o ' 1 g1r I H �a I � PXXXX (SHOWN) MO Q EXTERIOR Q OH L2 XXXXP FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 r-- I ti �� H H J �J I IW O H I L I I I PXXXXXXXXP (SHOWN) EXTERIOR 0 9O' CORNER DETAIL'o'ON SHEET 22 135' CORNER DETAIL.'P'ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS MIODUC f YEVINW r awPM4 MN Oe rb" POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: SEE SHEET 13 FOR op AND REINFORCING OPTIONS InWoR CRM 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Aapluae No -O LD3.O'; FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. POCKETS ARE NOT PART OF THIS APPROVALaw, AND TO BE REVIEWED BY AHJ, 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER TBC. 1111111111!// Tnl.: D.—By. ��()"ll /� SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.1.) AGK ®Impact Resistant : '�.•''�10ENSF l • Windows 8 Doors ' Doh: wens sTnolleel- _,*•: N�ATEFI o.58705 ,r........t...,..,.,...EXTRUSIONS,BOM 5/22/19 r.e oeo.oa.uroPREPARED BY LYNN MI1070 TECHNOLOGY DRNE ;O'. ORIGINAL ISSUE N.VENICE,FL 34275A�ORIOP (941)sa0-16480-16Ms•'•. ,.•'GN S, ...... Shee! Ory n(nq No. Ror CO"MIfTO"1, SGD-150LM1 N.T.S. 11 or 28 SGD150LMI-NOA p n�RESEn°M /',!/111110 111 CERT.OF AITH.929296 A LYNN MILLER,P.E. P.E*58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFlGURATIONS 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 SHEET 13 h� r-- r--- I L I I H J H I ti i7/ I M G I I I PXXXXXXXX(SHOWN) O O Q XXXXXXXXP Q Q 0 EXTERIOR 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 r IEp r--- I I I� w I H H J H H O IY. U H H la CLm� % I I L__ PXXXXXXXO(SHOWN) O O O O 0 EXTERIOR G H 90'CORNER DETAIL'0'ON SHEET 22 APPROVED CONFIGURATIONS 13s coRNER DETAIL'P'ON SHEET 22 OPTIONAL IN UEU OF J POCKETED DOORS (NON—REINFORCED SHOWN) NOTE: SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FROO CTREVEM w 071%-ft VA*Fbd& FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. Nit k�ly_Ol�.o,3,•�o,;� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. a;�lr�ai.On` s' POCKETS ARE N07 PARI OF THIS APPROVAL AND TO BE REVIEWED BY AHI_ 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �4er'F� `•U"r�`- SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact ReaMant pNY LYNN ` P�..• �IGENgF'•.���'� . Doer. _ •. CONFIGURATIONS 5/22/18 "++•'+•�++""�•+�"""•+++++++ *: No.58705 ra:aassn.nae I...:ase.aaa.nn ^ y1T= ReKrAm: Rar.BY Rer.Oab: PREPARED BY LYNN MILLER u �\ 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 �O a 44/ s..�s/+wee scws: Shs.t O.awlrq No. R«: (�1)4wv'neWT mie80-1600 :�s '•�.�ORIOP.........•'G�'t'� cm MS a D= S�pNA L SGD-150 LMI N.T.S. 12 OF 28 SGD15CLMI-NOA 0 ML RIG MBAESERVE� CERT.OF AUTH.029296 A.LYNN MILL 1.M.E,I P.E.R 58705 D=GN LOAD WUM- P8!(cuss) GLASS CAPACITY CHARTS TY culls",amfB cuss TTM'�'!'�1' 'B'k'81' PNEL W M FIM HMO PMEL9 w/0 1®4P. wfrs x9m. .1oa .few N166m DR.(+) INr.(-) DR.(+) 91T.(-) 24-1/5 10 50.0 00.0 60.0 W.o 30-1/5 10 60.0 50.0 60.0 60.0 36-1/8 10 80.0 60.0 50.0 50.0 NOM. PANEL WIDTH 42-1/6 10 60.0 60.0 60.0 80.0 48-1/6 10 60.0 00.0 80.0 60.0 54-1/8 9 53.3 53.3 71.1 71.1 24-1/8 10 60.0 60.0 80.0 60.0 30-1/6 10 60.0 60.0 80.0 60.0 NOM. PANEL WIDTH 35-1/6 84 10 60.0 60.0 80.0 60.0 42-1/6 10 60.0 WA 80.0 60.0 46-1/6 10 60.0 60.0 60.0 80.0 54-1/8 9 53.3 53.3 71.1 71.1 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 W.0 60.0 MOM. PANEL WIDTH 36-1/8 W 10 60.0 60.0 60.0 60.0 42-1/6 10 60.0 60.0 60.0 60.0 46-1/8 9 60.0 80.0 50.0 80.0 24-1/0 10 W.0 1 80.0 80.0 60.0 70-1/8 10 60.0 60.0 W.0 60.0 EB 8.1 35-1/8 96 10 60.0 60.0 60.0 60.0 � 42-1/8 10 80.0 60.0 80.0 60.0 48-1/6 9 W.o 80.0 80.0 60.0 NOM. PANEL WIDTH G11®TYPO 6 io 'A',b'.'u',bl' eD APPLICABLE FBC EGRESS BfrEno i.4 REQUIREMENTS TO BE wrm BeIIfT. REVIEWED BY AHJ. N N DR.(+) INT.(-) 24-1/810 60.0 60.0 70-1/8 10 60.0 80.0 1 36-1/6 - - W.0 50'0 SILL RISER ITEMS E8 OR E8.1 ARE RE 102 10 QUIRED FOR LOADS 42-1/8 10 60.0 60.0 ABOVE +60.0 PSF ONLY. 4e-1/8 10 - - 80.0 60.0 D17'� Drrilittom 54-1/8 9 54.4 54.4 w/0 Rx". wITB REM7. 24-:/8 10 - - 50.0 60.0 30-1/6 10 60.0 50.0 NOTE: BI!<T 6�6brs wrD ter e1nM6 36-1/6 1a6 0 - - W.0 W.0 GLASS CAPACITIES ON THIS SHEET ARE (AwWft�N. alej.o3 42-1/6 10 - - W.0 W.o BASED ON ASTM E1300-09 (3 SEC. GUSTS) 46-1/8 10 - - 60.0 50.0 AND FLORIDA BUILDING COMMISSION E'��'�` 53-1/6 9 54.4 54.4 DECLARATORY STATEMENT OCA05-DEC-219 ►, << 24-1/8 to W.0 60.0 30-1/8 10 - - soma W.0 36-1/6 114 10 W.0 80.0 11111111/1j 42-1/6 10 - - W.0 00.0 rift: N 9 - W.0 W.0 I AGK ®mp d Re6IwM ` �'•IGEN N 48-1/8 - SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) �1 SF'•.l, 24-1/6 10 - - W.0 W.0 Wkwlan EB DOOR 30-1/9 10 - - 60.0 90.0 D.1.: *.: No.58705 W-1/8 120 10 - - W.0 W.0nw t.fwn a..1•rr.r,an.f� /J' 42-1/8 10 - - W.0 W.o GLASS CAPACITY CHARTS 5/22119 f.1:m,w..ww I rr.wwwa /VI! b-1/6 9 - - W.0 60.0 Rf1.ta- R-III,, R-.-F. PREPARED BY LYNN MILLER ipO•• 23 ��� 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE.FL 34275 841 48D-16W :�s '•.,<ORIDP,.•'•\��\ S.ft h•�: ScaAw 571..f: Dn.kq Na R.v: oa61 0 m600i16 ��'�S/ANAL�NG��\ SGD-15OLM1 N.T.S. 13 of 28 SGD15DLMI-NOA 0 ILLM(if msll.V6D ��f111II1t1t`� CERT.OF AUTH.11t29298 A.LYNN MILLER,P.E. P.E.S W705 3/16"ANN. CLASS 7/16'ANN. GLASS 3/16"HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS 075'Interlayer .075"Interlayer Saflex CP With PET Caro Saflex CP With PET Con .075"Interlayer .075"ICP With r By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'E CP With PET Coro By 'E CP With PET Con OR OR By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR 090'InteAoyer 090"Interlayer Sonex Clear And Color Glass Soflex Clear And Color Class So Interlayer Scft Interlayer By'Eastman Chemical Co.' By 'Eastman Chemical Co.' By Clear ChAnd Color Class By 'E Clear And Color Glass OR OR 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR .090'Interlayer 090" Interlayer OR SentryGlae 3/8"NR SPACESentryGlae 090"Int3 erlayer .090'Interlayer SentryGlas /8'AIR SPACE 5entryGlae By'Kuroray America. Inc.' By'Kuroroy America. Inc.' 6R'Kuraray America. Inc.' BR'Kurany America• Inc' OR OR 090'Interlayer 3/16"TEMP. GLASS .D90'Interlayer Trasifol PVB Trosifol PVB .090'Interlayer 3/18'TEMP. GLASS 090'Interlayer By'Kuroray America. Inc.' By 'Kuraray America, Inc.' By 'Kul PVB By;Fr 'Ku my By 'Kuroray America, Ins.' By 'Kuroray America, Inc.' 3/16' HEAT STREMD GLASS 3/16'HEAT STREN'D GLASS 3/16'HEAT STREWD CLASS 3/16'HEAT STREN'D GLASS SILICONE SILICONE SILICONE SILICONE GE SCS 1200 GE SCS 1200 GE SCS 1200 GE SCS 1200 DOW CORNING 899 DOW CORNING 899 DOW CORNING 699 DOW CORNING 599 = DOW CORNING 995 = DOW CORNING 995 m DOW CORNING 995 DOW CORNING 995 1 rn DOW CORNING 983 = yl DOW CORNING 983 5 ,y0 DOW CORNING 983 � rn� DOW CORNING 983 Mi Fi5 M7 XL EDGE' SPACER ] Mt cY`i M1 )(L EDGE SPACER cs ST. STEEL BY'CARDINAL' cs I ST. STEEL BY 'CARDINAL' n n OR n SETTING BLOCKS n OR DURASFAL BY'OUANIX' AT 1/4 POINTS ON LffES DURASEAL BY'OLUNIX' ai SETTING BLOCKS W' OR WIDER THAN 36' OR SUPER SPACER BY'OUANIX' Di EPOM Q'i SUPER SPACER BY'QUMIIX' LU O AT 1/4 POINTS ON ES O O OUROMETER 85*5 O OG 1 WIDER THAN 36" p, 1 SETTING BLOCKS ai I (>: EPDM W AT 1/4 POINTS ALL SIZES [��r77! W 1 AT 1/4 POINTS ALL SIZES F DUROMETER 8515 OUROMELER 85*5 W Wk EPDM DUROMETER 85t5 GIASE TYPE 'A' GLASS TYPE 'A1' GLASS TYPE 'B' GLASS TYPE 'B1' 7/16'OVERALL LAM. GLASS 1'OVERALL INSUL LAM. CLASS 7/16"OVERALL LAM. GLASS 1'OVERALL INSUL LAM. GLASS GLAZING OPTIONS "I"Dwc F tevlIIIIIIIIIIII as, L1� rsh, WAwrAslb rl�.. Cob A.1W. eNo jj_ jd&Q'; F*mW DM.__MLr71 0 Ma r'r4A Pftdw C42W 1111111 no.. Omen fir �` QNY LYNiy SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Imped ReslshM .•`G.....ENS'M�! WlWow 3 Dors F Ooti NO.58705 GLAZING DETAILS 522119 un s.rwn rr..1 n.rr,n nne— R.Nei.n: Rev.W. Re,Date: PREPARED BY LYNN MILLER— VI S I Q �z 1070 TECHNOLOGY DRNE S AT1 ;'.((/ ORIGINAL ISSUE N.VENICE.FL 34275 .L� (4 941 480•I600 (�s'••:ct OR10P.� .•'G��� S.rU./ModM: SCOL.: Sbe.l: Oroesq Na. Rer. earrmra a"It / •••••.• • N SGD-150 LMI N.T.S. 14 OF 28 SGD15OLMI-NOA p RxiR1/�AEe9ERV�ED ''Si CERT.OF AUTH.029296 A LYNN MILLER,P.E. P.Ei 58705 TYPICAL ANCHORS TYPICAL ANCHORS IN ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 2BY WOOD BUCKS IN CLUSTERS IN CLUSTERS CONCRETE AT MIG. STILE SEE NOTE SHEET 1 AT MTC. STILE.ENDS h INTERLOCK ENDS AT MTC. STILE IN CLUSTERS METAL STRUCTURES 3 KSI § INTERLOCK ENDS INTERLOCK MIG. $TILE SEE SPEC BELOW {'.. . CHART SEE CHART SEE NOTE SHEET 1 A EECHART EDGE . 4 .k INTERLOCKCONCRETE FOR IBE WOOD BUCKS'.fOR•QUANTIL(IF,S, .. 17UANTiTIES SEE CHART FOR DUANTTTIE$ FOR OUANTMES DIST 3 S/p'... . 5 EDGE'dl �3.5/8 3 KSI CONC : RETE H EDGE 3 5/8" DIST. R 7971 FILI I I I I V c! u g_- ANCHOR TYPE A m� ANCHOR TYPE A '1.1 N ANCHOR TYPE B i„ u=i ANCHOR TYPE C � INTO 28Y WOOD BUCKS 4 THRU ISY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES OR WOOD STRUCTURES j INTO 3 KSI CONCRETE OR APPROVED MULLIONS DSS[GN LOAD CAPACrrY- PSP(ANCHORS) WOOD BUCKS 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 (TYPS A.S A C) (TV"SEI TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. CLUSTER AT aDsrtR AT TYPICAL ANCHORS: SEE ELEV. FOR SPACING sltu/Mloena Dios s1Et/En[1anal[105 a e s a e s - - - -AT H6AD- ' - � - � - - � -' - ' - � -AT JI10)9-- - - ANGHDR EDGE DIsrANCEs ROM. DOOR 4- DIA. LR TRACON BY'FICO' F I'ma WDIH E;(+ E%T.(+ DR.(+) FM.(+ EM.(+ ERR.(+ TYPE 'A'- 1/4� % 3-1/4'IXTrGCODI M 'FICA' (Fw177 KSI.Fy-ISS ICL) TYPE'A'- 1/ (u-177 K51.Fy-155 KSI) INTO CONCRETE OR MASONRY. 2-1/2•MIN. «acs Rano INT.(-)NT.-)INT.(-) INT.(- IM.(-) NT.-) THRU 1 BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURE- 3 MIN. 24-t/6 50.0 - - e0.0 - - ( 1-1/4" MIN. EMBED INTO CONCRETE II 1-1/2- MIN. PENETRATION INTO WOOD I INTO METAL STRUCTURE- 3/4'MIN. 3o-1/e 60.0 60.0 WOOD AT HEAD OR JAMBS SC -0.55 MIN. 319-1/e 90.0 - - 75.2 190.0 - THRU 20Y BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY CONCRETE AT HEAD,SILL OR JAMBS re - 3000 PSI MIN. a2-1/e 192 72.4 80.0 - 69.7 190.0 - 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 fm - 2000 PSI MIN. 54-1/e 66.8 71.1 - 59.4 80.0 71.1 1 TYPE 'B'- 1/4' % 3-1/4' ULTRACON BY 'ELCA'(Fu-177 KSI.Fy-153 KSI)"- TYPE 'B'- 1/4" DIk ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) 24-1/0 62.19 71.1 - 59.5 7- n.t I DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY 24-1/6 80.0 - - 80.0 - - monwriasvgas 30-1/e 80.0 - - 80.0 - - 2' MIN. EMBED 1-1/4' MIN. EMBED INTO CONC. OR MASONRY SGS FII wft IVSIwW 35-t/6 75.5 80.0 - 71.6 80.0 - 84 _14i5I TYPE 'C'- ,I[}' DIA. SELF DRILLING SCREWS ([xtADE S CRS) I I TYPE 'C'- 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) 6A+1MR17('.6ds 42-1/19 67,19 .0 - $4.3 50.0 - ALeyNa649N9 I -06o.3,sy� 48-t/e 62.3 50.0 - 59.1 80.0 80.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DARE COUNTY APPROVED MULLIONS aw, q�[-"27it_.-, 54-1/e 519.4 71.1 71.1 53.3 71.1 71.1 I OR II OR 24-1/8 80.0 - - 80.0 - - INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (MEAD/SILL/JAMBS) ►,30-1/8 79.7 79.7 190.0 75.6 eo.0 I (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE I I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I PA'Re '[ 36-1/19 90 69.2 00.0 - 65.6 1w.0 - ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) SILL RISERS 42-1/19 51.9 80.0 Se.7 $0.0 80.0 STEEL: 1/8' THK. MIN. (Fy - 36 K51 MIN.) STEEL: 1/8'THK. MIN. (Fy - 36 KSI MIN.) SEE SHEETS 14, 15, 17 k 18 FOR OPTIONAL SILL DETAILS b-1/e 56.7 190.0 80.0 53.7 60.0 90.0 (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) I L (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AND SHEET 13 FOR CAPACITY 24-1/9 50.0 - - 80.0 - - r J 30-1/e 73.9 190.0 - 69.9 60.0 - I�E 'B2'-1/4*DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 K51) POURED R HARDENED ANCHOR TYPE B ANCHOR TYPE B 36-t/e 96 63.9 BOND - 60.6 60.0 - NO-METALLIC/NON-SHRINKAGE DIRECTLY INTO 3 KSI CONCRETES DIRECTLY INTO 3 KSI CONCRETE 42-1/8 57.0 00.0 80.0 54.0 80.0 90.0 DIRECTLY INTO CONCRETE HIGH STRENGTH GROUT 40-1/8 51.9 77.9 80.0 49.3 73.9 80.0 I 1-3/4' MIN. EMBED INTO CONCRETE I 1'c - 5000 PSI MIN. 24-t/6 eo.0 - - 60.0 - - L - - - - - - - - - J NOT BY C.G.I. t t 30-1/e 60.0 - - 60.0 - - MUST TRANSFER SHE O a . 3a-t/e 59.3 60.0 80.0 56.2 eo.o 800 NOTE: LOADS TO STRUCTURE 102 ANCHOR CAPACITIES LISTED ON THIS az-t/e sz.7 eo.0 eo.o 20.0 60.0 Soo 7 I SHEET TO BE USED IN CONJUNCTION 4 I 48-1/e 47.9 60.0 60.0 45.5 60.0 60.0 .TYPICAL ANCHORS' WITH GLASS CHARTS ON SHEET 13 54-1/19 44.3 5{.4 34.! 42.0 SL.4 S4.{ y1 iV 4, 3.5/6.•. IN CLUSTER$" 24-1/8 60.0 - - eo.0 - - 7Ltyl LOWER APPLICABLE VALUES CONTROL. AT MTG. STILE . 30-t/e e0.o - - s0.o - - 3 TRACK SYSTEM SHOWN ALSO APPUCABLE • h INTERLOCK ENDS SEE CHART 36-1/e ice 55.3 60.0 60.0 22.5 60.0 60.0 a TO 2 AND 4 TRACK FRAMES. FQUANTITIES 42-1/e 49.1 60.0 e0.o 46.6 60.0 60.0 PLEASE SEE FOLLOWING SHEETS FOR DETAILS. T11N: D1p'"�` \\`\ NY LYN ae-1/e a4.s eo.o eo.o L2.z eo.o so.o SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK )mpaT:t R6li>NSRt ��0''...EN.NM/� ss-1/e {t.s 54.4 sa.a 39.4 sa.{ u.a ®WIndD9r93DDD[s �,. 1.1C' SF •.lam 24-1/19 60.0 eo.o - doa: TAm: - '•,P 30-1/e 50.0 - - 57.2 190.° 60.0 n.s W.1.sx W-.1,W.M.q R.M. * No.58705 36-1/6 114 51.9 eo.o eo.o 49.2 60.0 eo.o ANCHOR LOAD CHARTIANCHOR DETAILS 5122/19 T.e 4N.....un I.x:.«.wan_ 42-1/e 42.9 $°.0 190.0 43.6 60.0 60.0 PREPARED BY LYNN MILLER_-D •: LIMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS [O1' RLv.By R.v. Mal b-1/e 41.5 60.0 60.0 39.4 59.1 60.0 1070 TECHNOLOGY DRIVE �24-1/9 60.0 - - 60.0 - - W/0 REINFORCNG ALL SIZES ORIGINAL ISSUE N.VENICE,FL 34275 �� '. ; �\ 30-1/6 56.9 SONO 00.0 54.0 60.0 60.0 LIMIT E7(T.(+)!CADS TO 60.0 PSF FOR DOORS (941)4190-1Ti00 :,(mss''-"40R10P,.•G���` W Row.UPTO 96 IN. HT. Sc6N: Stwrt: D,-ft Na. R-, covrR a m19 42-t/e Iso u� eo.o Boo w.9 eo.o eo.o UMIT M.(+)LOADS 96 TO HTO I1PT0 120 INPSF MR . HIGH. $GDSOLMI N.T.S. 15 of 28 SGD150LMI-AICA ���Si'ONAL1 N1�� b-1/6 39.9 56.4 60.0 36.9 55.4 60.0 Ru CERT.OF AUTH.929298 A.LYNN MILL�f�,d.� P.E.i 58705 SEE SHEET 15 FOR ANCHORS EDGE DISE. A 3 5/8' EDGE . 8, .,.. .. .. DIST 3 EDGE DIST. S 6 EDGE . WEEP SIZE 1/4• X 1/8• REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS O M11 O 1 O QD E7 DECORATIVE II ii ii I, F`y SILLCOVER it 11 II II 'III(' OPTIONAL 7YF !E 0ij!I W II G11 �I:I r w Sy3� �I II li II li I II SILL RISER POURED k HARDENED ! ,� E8.1 AEBDD. F60 LPSFS I.. HIGH STRENGTH GROUT '1 NON-SHRINK, NON-METALLIC '! SILL RISER VC 1 5000 PSI MIN. SEB/ REOD. FOR LOADS 1��9 NOT BY CGI WINDOWS ABOVE +60 PSF r� MUST TRANSFER SHEAR 1qI�/ E7 LOADS TO STRUCTURE 1 1 B D F m (1) r� M 1 NZ= N Th:xS 3 \ 1009DE T RI''vIIIIIIIIIIIIIIIIIIIII lM,f4 ..... .......... . .':.. :::.:::.:.... A.r.NaaR Nn 11-cW3.03 .. ... ._..z.. .. 1 .. ....... • • .. i• • ttif�Ir.Ua.Me 91.7T_Ri. '•i .�„ I ,•. 13 K51 CONC. -•' . .a3'S��• KS! CONC. E9CE'OST.• 3 5A,.- EDCE'DIST.•- �+• EDGE'DST.• MtCw►�1 Ir SEE SHEET 15 FOR ANCHORS Tale: Oro.n ey' LYhlN SENTINEL 150 ALUM SLIDING GLASS DOOR(L-M.I.) AGK ®Impact Resistant Windows&Doors ��,•'•LtCENSF'•.�(� Dmaip6on; DOM: WEMSTRONGER- Q`; •••� THREE (3) TRACK DOOR DETAILS , yt: NO.587011 3-TRACK DOOR DETAILS 5/22119 m:........... Re„ Or. Rr,• Oat.: PREPARED BY LYNN MILLER= Q 1070 TECHNOLOGY DRIVE A'. VSAul ORIGINAL ISSUE N.VENICE.FL 34275 1 480.1800 �i��•'•.!�[ORID>'.•.•'���� s.nro/ws t spar SNrtr pa.eq R« c COPYRIGHT NoOR i ODORS ��N ��i S SGD-150 LMI N.T.S. 18 GF 28 SG0150LMI-NOA 0 1"OHTaREaE"E° ' s� AL 1E��� ` CERT.OF AUTH.028298 A.LYNN MILLELk,NL. E*59M TYPICAL ANCHORS PANEL WIDTH SEE ELLV. FOR SF" 14G 1/2'MAX. © EB D.L.O. O REINF.AS REOD. O O LOAD BEARING SEE CHART ON SHIM M75A 1 SHEET 13 FOR CAPACITY p 1 1 0 00 O O O O O r i 1 1 1 OO OO O O O O O 6414A Ml 6A - --- - - - - - - - a E27 D I E4 1 D.L. OPG. I 1 EXTERIOR NOM. PANEL WIDTH PANEL YAM LOCK STILE INTERLOCK INTERLOCK ASTRAGAL (REINFORCED) DOOR FRAME WIDTH (REINFORCED) #10 X 1-1/4'SS PH SMS 1 PER CLIP 1%8 OR LARGERO 3 PER PANEL WOOD BUCKS AT 18'FROM EACH END M2 1/4'MAX. AND AT O M2 /8 X 3/40 SS FH SIMS SHIM STRUCTUREAN LOAD BEARING OPANEL WIDTH I PER CUP 1/2'MAX. 1/2' MAX LOAD BEARING D.L.O. LOAD BEARING SHIM SHIM TYPICAL ANCHORS SEE ELEV. 1 Z FOR SPACING TYPICAL ANCXORS __ _ , �•� TYPICAL ANCHORS , �lEOAIICT RFV{9f1Y SEE SEL ELEV. FOR SPFOR SPACING \ R+ t4 FMayy bmd6g C.4. sY —� e _ e ' celewDw _oGa3•o� sem— .�_. — , � .•; «; a =_—__ �; IwarlaW—'�`_a— _ o �pW ' - - - - I W DOOR FRAME WIDTH FlXED PANEL EXT. o .. .. '•.:.• 11/11111 oTft. llvwn el' \ O LJL� yp� ENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant �`\\� • ENSHM/!'' t .. 8 Win owsRem Windows 8 Doors EXTERIOR ` ' °dfs No.58705 DOOR FRAME WIDTH 5!22/19 3-TRACK DOOR DETAILS DOOR FRAME WIDTH r PREPARED BY LYNN MILLER'A:• �J 2X6 OR LARGER WOOD BUCK RMWdr: Rsr,e' Rer.Dant. 1070 TECHNOLOGY DRIVEI OR ORIGINAL ISSUE N.VENICE,FL 34275 �0T A7E F •71/�� WOOD STRUCTURE (041),480-1600 i CKs •.<O.... 'G\ THREE (3) TRACK DOOR DETAILS s-;. 57 N°• R"` ca°0 0NfooWs�o3Doore' i`s1ONAL�N\`\�`` SGD-150 UMI N.T.S. 17 OF 28 SGD15OLMI-NOA 0 M AKM RESER E /711111 I11'%,\� CERT.OF RUTH.829298 A,LYNN MILLER,P.E P.E#58708 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS _ WEEP SIZE 1/4'1_1/8' EDGE DIST. 1 3/4 qqZ EDGE DIST. 1 3/4 a 3 KSI CONC. m= e 3 KSI CONC. REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITION i '.1, I I 3N '�a' I. I ES OPTIONAL SLANT SILL ADAPTORS Nn 10 + A l 2 E26 C 1 CEI DECORATIVE SILL COVER OPTIONAL I II I ii i Q F it F 0 W Jill ! a 0 O p POURED R HARDENED HIGH STRENGTH GROUT a SILL ISER SILL RISER NON-SHRINK, NON-N LUC EB OBPOVO60 OR L DS Ofc BPSINDMIN. AO WS ABOV +60 PSF MUSE TRANSFER SHEAR r LOADS TO STRUCTURE I 81 2 D1 ' � O 2 N _ jn 41IODUC T AL wN1 Mn Ilial 1oY : A•raprr<e no -aGe3 03 c.M,.�. e " .'•�: •.•. .a•I,. •• �a I 3 KSI CONC. \ •. �� '�•I•• • 1 3 KSI CONC. ; .V�._=^�� EDGE CrYd DIST. t.3/�� EDGE DIST. 3.1/4' � SEE SHEET 15 FOR ANCHORS SEE SHEEP 15 FOR ANCHORS 11111111117 TWO (2) TRACK DOOR DETAILS Tnle: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant �` ��.•'11GENSF �l�'�� Windows&Doors •' (1` ; til,,, DO.: 4relEsrAowssl•- No.58705 n�a r.mm u,....u.ka,,a am_ •: 2-TRACK DOOR DETAILS 5122/19 ReWe". Rev.By: Rer. Dote: PREPARED BY LYNN MILLER��T,I�Swl 01070 TECHNOLOGY DRIVE C) ORIGINAL ISSUE N.VENICE,FL 34275 4(f941)1841000 �`s'•F�ORIDP,._•'`G\�� Sen odd: SoaNe Short LYNN MILL Dror(n No. �R-: AL 9 SGD-150 LMI N.T.S. 18 OF 28 SGD15OLMI-NOA 0 7 111111 ` CERT.OF AM.#29286 0. ER,P.E. P.E.#58708. TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH 1/2"MAX. r.:Y PANEL WIDTH LOAD BEARING O PER CUP U1P/4'S5 PH SMS O SHI 1 G 1 M2 �B x 3/4'SS FH SMS H D.L.O. D.L.O. w y 1 PER CUP 1 E5 G a M z 0 0 UO --------- ' O O n . Sv� 8U E6 E4 E9 FIXED PANEL D.L.o. INTERLOCK ASTRAGAL (REINFORCED) EXTERIOR NOM. PANEL WIDTH DOOR FRAME WIDTH IBY WOOD BUCKS L1 z10 X 1-1/4'SS PH SMS 1/4' MAX. SEE NOTE SHEET 1 -2 #10 1 PER CUP LOAD BEARING 1/2'MAX 001 SHIM 7 METAL LOADBEARING TYPICAL SANCHORS /8 X 3/4'SS FH SMS STRUCTURE 1/2'MAX. SHIM FOR SPACING 1 PER CUP LOAD BEARING K 1 TYPICAL ANCHORS SHIM PANEL WIDTH SEE ELEV. • FOR SPACING D.L.O. _ TYPICAL ANC RS 771, SEE ••� \ FOR SPACI G -- •RODUC r 1lavwm su Pwft.kb the FN,W ',::• o U.6ftx Cede _ '• A-ml—N. ll-OiCa •Di t• i� C'Pk'leo Del' Zl- EXIOR 000R FRAME WIDTH J � �..� O TERDOOR FRAME WIDTH E27 FIXED PANEL EXT. TWO (2), TRACK DOOR DETAILS 1111111 nt* D nwn sy: `x."o 'I LYN/y DOOR FRAME WIDTH Impact Resistant �.•• ...... SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK '� y10ENs' C r Windows&Doors Q�.•'• P •'•�� 2BY WOOD BUCK tion: DO.. WENPRON80- '•,'f3 oR _*: No.58705 ma c irm u..a, ,n e,ns - •k WOOD STRUCTURE 5122/19 ta:,or.ar,.nu I r..:r0f.ip.•Nt - SEE NOTE SHEET 1 2-TRACK DOOR DETAILS Revision: ft.9X; ft,Dote; PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE 67 .'•(V` ORIGINAL ISSUE N.VENICE.FL 34275 ��.(�'•, ATE (V` (941)480-1800 ��s''AORIOP••.•'G��;` [SG250 ; Sheet: pawNo. Rer COVYRNiNTO]01e ALLMI N.T.S. 19 OF 28 SGD150LMI-NOA 0 AURI SWSER-D ''ll/llll11111 CERT.OF AUTH.829296 A.LYNN MILLER,P.E P.E158705 SEE SHEET 15 FOR ANCHORS . y EDGE DIST. 3 5/6. EDGEEDGE a S/ EDGED 3 5/8 VARIOUS m •"� a•p5� °' '�i I I INSTALLATION CONDITIONS. „ . N . . WEEP SIZE 1/4' z 11 LLW La 1 M11 1 1 O O l O E7 OPTIONAL ii I I i it it SLANT SILL ADAPTORS DECORATIVE 2 SILL COVER wFa �i-iI OPnONAL k �i �i iii 1 W WWW 4 d jj i i � ji i 8 I. J I I 1 Ij 11 II II ` III Jill II II SILL RISER it I POURED 8 HARDENED j!j! it i� E8.1 REOD. FOR LOADS HIEN GH STRENGTH GROUP A80VE +60 PSF !I II NON—SHRINK, NON—METALLIC SILL RISER fe—5000 PSI MIN. Ee REOD. FOR LOADS NOT BY CGI WINDOWS ® ABOVE +60 PSF �I 4 J1 1k MUST TRANSFER SHEAR y •� E7 LOADS TO STRUCTURE I 1 © O ® ® I I z ® + ® ® ® !wowcrOEV1w N J • Xollavil Am JIM,l/lkl. vi\� \ A E 1 . t ea • atr 1 NTYdr '.3 KSI CONC. •.y �+ I 3 KSI CONC. EDGE p5f. .3 5/$.'• EDGEDIST. 3 5/$.`• EDGE DIST. •, SEESHEET 15 FOR ANCHORS _._ _ `1 Nltttlllllll W. FOUR (4) TRACK DOOR DETAILS 0.- ®Impact Resistant I'\ 0 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.L) AGK \ �'l�`.•'�,1GENgF'• Windows&Doors Z Q:• JJ% e Ipt+m: Da1c wrnEsrnalNSER" No.58705 5122119 mo�.•om n...e,aa..•,•uaou = * 4-TRACK DOOR DETAILS ra:.o•.na.•e•e I•••.es.ue.exe _,�j R-Woo: R—By. Rev, Dote: PREPARED BY LYNN MILLERO:Gs .;�Qj 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 '� (941)480-1800 i '•.!cGOR10P.•'• \`� s.r../Mea.0 soel. sNw.a ��nq No. Rev: wo SS�ONAL� DOORS IENG�` SGO-15OLMI N.T.S. 20 of 28 SGD150LMI-NOA 0 CERT.OF AUTH.!29296 A.LYNN MILLER,P.E. P.E058705 TYPICAL ANCHORS SEE E'VV' FOR SPACING PANEL WIDTH 1/2-MAX. Ci 2 E6 LOAD BEARING SHIM MISA 1 D.L.O. 1 �q1 _ MIDDa rtEvmw wM the"bow w+r.a cw L2 a ��! -oGo3.63 S IC k 1/2"MAX. � 1 LOAD BEARING /10 X 1-1/4-SS PH SMS �A1°� Carr n 1 i 1 OO SHIM 1 PER CUP 1 u Z 3 PER PANEL M14A M18A 1 �-1 TYPICAL ANCHORS AT 18" FROM EACH END M2 1 SEE ELEV. AND AT MIDSPAN 1/4" MAX. FOR SPACING �g% 3/4"55 FH SMS LOAD BEARING SHIM METAL ' 1 1 1 PER CUP STRUCTURE 1/4" MAX. '�• LOAD BEARING METAL L3 SHIM STRUCTURE 1 TYPICAL ANCHORS SEE ELEV. E27 1 FOR SPACING EXTERIOR TYPICAL ANCHORS 1 1 SEE ELEV. v FOR SPACING 1 DOOR FRAME WIDTH _ 1X8 OR LARGER 1 WOOD BUCKS 1 1 m 1/2- MAX. _ _ _ _ _ _ S LOAD BEARING t. 1 SHIM 1 1 EXTERIOR TYPICAL ANCHORS SEE ELEV. 1 o FOR SPACING DOOR FRAME WIDTH in 1 o EXTERIOR EXTERIOR DOOR FRAME WIDTH 11111111// Ttl..' D—By: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant `` '`�QN G...... Windows&Doors ; , D—dpb- Date: WE RE snrolleel'- — N0.58705 4-TRACK DOOR DETAILS 5122/19 n°°os..�s iaie i'F..soisnaai 2X8 OR LARGER WOOD BUCK FOUR (4) TRACK DOOR DETAILS PREPARED BY LYNN MILLER -� �ZTSEII Q' OR �0"' �.' 1070 TECHNOLOGY DRIVE WOOD STRUCTURE N.VENICE,FL 34275 •• O ORIGINAL ISSUE (941)480.1800 i�(�s''.:cCOR1OP.•''G\?� �SG=LLMI soarNa01 Do s000's �/;is�ONALIFNN.T.S. 12shl"'OF 28 SGD150LMI-NOA 0 CERT.OF AUTH.#29298 A LYNN MILLER,P.E. P.E.ti 58706 /10-16 x 1/2' HH SELF DRILUNG SCREWS /^,..�` AT 6"FROM ENDS& 12'O.C. 90•CORNER O 135' CORNER o li l /10-24 x 1/2" /10-24 x 1/2" J !!�! l FH THREAD CUTTING SCREWS FM THREAD CUTTING SCREWS 3 1 c d i�it AT 6" FROM ENDS& 12'O.C. AT 6"FROM ENDS & 12"O.C. � I 2 3 o - o 0 3 EXTERIOR EXTERIOR D.L. OPG. PANEL WIDTH PANEL WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH Z010-16 x 1/2" DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY HH SLF DRIWNG SCREWS AT 6" FROM ENDS & 12"O.C. 1 3/4" 3 5/8" 3 5/8" (4)ANCHORS (4) ANCHORS 'ROGUC f AEVO" �• } NarMR C ur v1..w I I 6 �-V 6 �6 .�.�6 6• 8.. E101rr/rrr0.tr�KJ3 (6) ANCHORSL (6)ANCHORS �6 3 11, 3 N" —j 3^ S• I 3 8. 3' (8)ANCHORS R• (8)ANCHORS 11`1111111/,� 3- 6" Impact Resistant AGK �`,`.••'•GENS• �/�!_' SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) ®Windows&Doors TWO (2) TRACK THREE (3) TRACK FOUR (4)TRACK TWO (2)TRACK THREE (3)TRACK FOUR (4)TRACK ' ••� D-Apff- Doh: WEAE3MNGER^ No.58705 CORNER DETAILS 5/22/19 RrWri- 11- Or Rte.,DO.: PREPARED BY LYNN MILLER O' �2 - �� 1070 TECHNOLOGY DRIVE 1 TE ORIGINAL ISSUE N.VENICE.FL 34275 ' T••• (941)490.1600 %��sr'�••;°<O.....•'•\G\?� SMrr/Mad�l: Srrlr: Shwt: Orr No. Rw: 001 R ATO m1Y / // `\\ rM9 ccivrroowsaooDRs '/,,0NAI lti1\ SGD-150LMI N.T.S. 22 OF 28 SGD15OLMI-NOA 0 AU RIGH" ESERVEDit I CERT.OF AUTH.029298 A LYNN MILLER.P.E. P.E.058706 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 '� BiwOOD METAL _ _ z �a o EXTERIOR Y m 8 TYPICAL AT PANEL 4 CORNERS POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ DOOR FRAME WIDTH NOM. PANEL WIDTH 2 O O O O O � 1lEODIIC t■EViCi .............. .::....::...:..:. a r*A1mg Cxr OO QO O O O O O i.� y' v a MYr/4►xi. Co.i►d I 2 2 EXTERIOR ``111 u u lrrrrr SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant �'��•' LIGENSF'••�(���' Windows&Doors - oexnp' . Dace: WME MORGER" —*.: N0.58705 DETAILS 5/22/19 ux sessu.uoa I s..:m.as su �/IJ Rx W.. Re,By: Rn.Dat.: PREPARED BY LYNN MILLER��} 2 � :•�Q` 1070 TECHNOLOGY DRIVE O ATE ORIGINAL ISSUE N.VENICE,FL 34275 ��'• FCORIOo.•'G\�� 941)460-1600 ��SS,�........ �. s n../Moe.l: srx.t: 9rsxrn9 No Rxr COvrRKIW.a 1. . O L CGI WINDOWSSGD-150LMI N.T.S. 23 a aRre 28 SGD15OLMI•NOA 0 ALLWW3SW® �rrrrNAjjltl``` CERT.OF AUTH.OM96 A.LYNN MILLER,P.E. P.E.t 58705 CODE PAW No. DESCFJMON MATERIAL MANUP. BEMIRES CODE PART No. DESCRIPTION MATERIAL KAN". REMARKS EI CGI-183 FRAME SILL 2 TRACK 6061-T6 CGI EXTRUDER - M2 CGI-171C FIXED PANEL CUP(2-1/2"LONG) 6063-T5 - 3 O 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 I PER INTERLOCK/ASTR. E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - MIT W2320ING PILE WITH CENTER FlN WOOL ULTRAFAB OR EQUIV. - E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - M12 - BOTTOM RAIL STIFFENER, 1"LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL E6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL E7 CGI-156 TOP &BOTTOM HORIZ 6063-T6 CGI EXTRUDER - M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL E8 CGI-157 SILL RISER 6063-T6 CGI EXTRUDER - M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 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 #10X3/4"PH ETD CGI-159 INTERLOCK REINFORCING (LENGTH =FRAME HT. - 8") 6063-T6 CGI EXTRUDER - M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/2 #10X3/4"PH Ell CCI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - M16 SOD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/2 #10X3/4"FH E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - M16A PS01-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.W/2 #10X3/4"FH E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CCI EXTRUDER - M17 SGD-5500 HANDLE SET ZINC SULLMAN/NTERLOCKS E14 CGI-168 OUTER TRACK ASTRAGAL 6063-TG CGI EXTRUDER - M18 SM230CWH HANDLE SET OPTIONAL ZINC SULLIVAN - E15 CCI-170 POCKET HOOK 6063-TG CGI EXTRUDER M19 SCS2000 SILPRUF SEALANT SILICONE GE - E16 CGI-121 7/16"GLASS GLAZING BEAD 6063-75 CGI EXTRUDER M20 CGI-177 PANEL TOP& BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EOUM. 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 EQUN. 1 PER INTERLOCK/ASTRAGAL E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - M72 WS-201 SILL INTERLOCK PRE 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 - 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-TG CGI EXTRUDER - F22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 8063-T6 CGI EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CGI EXTRUDER - F25 CGI-184 2.3&4 TRACK FRAME SILL SCREW COVER 6063-16 CGI EXTRUDER - TWO POINT LOCK BY 'SULLIVAN'MAIN STILE AT 40" FROM BOTTOM OR 'INTERLOCK' LOCATED AT OM E26 CGI-187 2, 3 &4 TRACK FRAME HEAD SCREW COVER 6063-TS CGI EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) E27 CGI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063-T5 CG1 EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PSO1-0036-117) E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CO EXTRUDER - ZINC HANDLE SET (PART #SM5500) do (PART #SM2300WH) E29 CGI-1029 FRAME SILL 4 TRACK 6083-Te GGI 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: REDD. AT 90• AND 135' CORNER PANELS ONLY E32 CGI-1056 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 OGI 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 °RODUCf11EVEM CONNECTING BAR (PART #HD-3310142) a Pjyjmg ft IMrj.* ZINC HANDLE SET kAftg Cea Aeeepute L64. SECURED WITH (2) 6-32 X 1-1/2" OH MS 6yllEwioNo - 03 STEEL KEEPER (PART #HD-3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS bE"�iwdrao..i%oei \\.1.`L1111+1+�� Title: Drove By: \` \'. LYIV IED ® clReslatard SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Da �, L�GENSF••�( Windows&Doors floe: Date: xHeHM srRoxeex- No.58705 M BILL OF MATERIALS 5122/19 m:M SPAR Mee I LYNN Ma nil �O. Revlabn: PREPARED BY LYNN MILLE Rev.By: R—Dote: R (^ 7 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 (941)480-1600 1 CCs '•.p tORIDP..'•G��` $eliee/MJdsl.' $TION: S/roet: Drolfny Na. Rsv: 0" 0 '01019 NAL SGC-150 LM N.T.S. 24 OF 28 SGD15OLMI-NOA O ALLRGMSRESERVED n I LLT`\\ CERT.OF AUTH.929296 A.LYNN MILLER,P.E. P.E.a 58705 4.735 5.921 +{ 1.340 1.340 675 .120 .070 � .�117 -� - T- 7 .860 .847 1.250 1.250 .995 .050 975 .995 0501 975 3255 1.164 I•� 1.184 4� 3.255 4.250 4.250 LE: E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) .070 GLAZING BEAD GLAZING BEAD 070 III eeA nnT��l LAM. GLASS INSUL LAM. GLASS .995 .995 .075 .075 1.508 1.186 .070 2'6� L- .070 2.600 Q TOP/BOTTOM HORIZ TOP/BOTTOM HORIZ (OPTIONAL) .6740 .753 3.000 •7Z5 .OfiS .664 7 5� .060 1.831 3.000 T .995 .070 4.735 .070 I I 125 F5.921 �I .156 EI FRAME SILL (2 TRACK) t.1 1.415 M2 .12FIX. PANEL CLIP 1 3.000 i-490 1.415 FRAME SILL (3 TRACK) .120 3.750 3.750 2.005 EXTERIOR INTERLOCK (OPTIONAL) 2.005 2.755 .070 155 1.366 •125 E6 MAIN STILE .695F 3.750 MAIN STILE (OPTIONAL) 2.79 55 .070 3'0� .265 .125 3.000 1.610 1.870 095 .995 .095 3.510 3.572 E8 SILL RISER (OPTIONAL) 1.610 1.870 1.415 1.600 1.870 .070 1.770 060 1.415 1.770 .060 3.188 3.572 2.005 1.255 2.006 .070 '070 2.005 1.625 2.005 E5 1 INTERIORINTERLOCK .582 7.255 INTERIOR INTERLOCK (OPTIONAL) 7.186 E14 OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE '995 2.120 ® 2.005 �1.825� INTERIOR TRACK ASTRAGAL 125 1501 060 1.831 POCKET HOOK (OPTIONAL) �DUCf�'oY Mgb'I.a rrlt tw PLr18 3.750 ® .125 1.310 a regfe� I•�•� 1 .156 r 155 INTERLOCK INTERLOCK REINFORCING L3.000- ; l" I•�"^��' Ea EXTERIOR INTERLOCK .070 .572 1171IIrrrr 3.510 .625 r9•: or°"^�' ��` 0NY LYNjy�'% 7 '741 AGK Impact Resistant �T / SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) VtcENSF Cl Windows&Doors Qom. 1.600 1.870 . 1.920 2.591 Pr-ripti R: Oct.: NO.58705 2.670 3.341xiriu,n n9u *.• L L062 EXTRUSIONS 5/22/19 ra:ae.nr.erw I n.:............ - U Revteion: Rer.8y: Rer.Oct.: PREPARED BY LYNN MILLER �3 19 Q 2.005 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE =O SATE OF N.VENICE,FL 34275 .p'• �. 941 480-1600 FZORIOP ®2 625 I� ( ) i�S•'•......... F23 .625 r� h/Moder: scam: sAlst• Dra�frp N.. R- COPVRGH a 1019 �S/ONAL E��•�• SILL COVER(OPTIONAL) QRcrirsa Doan /'/?/O IIII111`� OUTER TRACK ASTRAGAL (OPTIONAL) E8.1 SILL RISER (OPTIONAL) SGD-150 LMI N.T.S. 25 OF 28 SGD150LMI-NOA O CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.E.#58705 1.375 .510 1.886 7.615 2.270 1-060 .125 .J. .128 1.886 '128 y .128 0 .260 ,640 I( f� / .190 1�J 125 3.528 1 886 .125 1.485 4.765 .065 FRAME HEAD COVER .774 .0�1 .640 '90- 90 .774 1.330 190 2.41Xj 1.520 .344J .060 1.886 \\\\\\YYYYYY////// 1,347 LL==I 2.581 .625 E31 O ® FRAME SILL COVER FEMALE CORNER ADAPTOR (90•) E32 FEMALE CORNER ADAPTOR (135') E33 MALE CORNER ADAPTOR E2 FRAME JAMB (2 TRACK) za3� 1.375 1.791 060 1.620 &� © FRAME JAMB COVER 5.951 T.625- 080 1.620 .725 .125 . 0 1'� .065 .664-i FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP 'L mMm f aIEYaaft �aOClft-ft to r w Aanyleocc No -0�r03•p'3 C>•M/otlr Atc L '�o c..ra 11111 nte: om.n ay: {LYNN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant Windows&Doors � y+CENSE'•. xnPtion: cote: WE t1t1t0nn- 1 No.58705 1 f)ee 6le.H thn..x.NM II(fele - 1f , c EXTRUSIONS 5/22119 ra:secne.uee 1 RevBhn. Rev 6y: Rev DON: PREPARED BY LYNN MILLER -"D :� 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 1 (941)480-1600 ���-'•,'OL ORIOP. Sense/Moes/: SrnN: �Sh*0: OIli"g No, Rev: COVYRiGHtO 1010 SGD-150 UMI N.T.S. 26 OF 28 SGD15OLMI-NOA 0 IAL \\\ CERT.OF AUTH.029298 A.LYNN MILL E ,d.L. P.E.i 58705 7.750 / .080 sz —� .925 .857 1.250 Ezfi FRAME HEAD (4 TRACK) / 1 2.600 .7153— F7.730---moi Els FRAME SILL (4 TRACK) FRAME TOP CORNER 1.375 4 TRACK SHOWN 1.620 k�7 1.620 7.750 I S2 1.620 / .P1525 MppUC[1lEfth Me . 20 �eowVr7b6 rltY Me PVwIM yrNYla cnde L –oLef.o3 �' •osplawce No 6%0eW-Dole 1h J4� I f �•,t� i�e1`Co�Md E30 FRAME JAMB (4 TRACK) 11111111/� riff.: D osn er \ 1 ANY LYNN,, SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Impael Resistant ��.- `10EN q '/! Windows&Doors �2,• F !� D—ip6on: Pols: wear ln` l l" _ _* No.58705 am�.1wo nn•+,u•I••e,n eeme – INSTALLATION DETAILS,EX5/22119TRUSIONS nI:ex.xe.eeee 1+•*eee xs.en: – PREPARED BY LYNN MILLER Re isfon: Rev.By' Rev.Dote. 1070 TECHNOLOGY DRIVE —O ATE F t ORIGINAL ISSUE N.VENICE,FL 0034275 %��' ej FRAME BOTTOM CORNER Ss+ise/Madel: Stals: Sheaf: OrslHnq No. R- C NRIOHT*.1e SS �G 4 TRACK SHOWN ALRIGN�RE9E�RV�ES '��, NAL E11� SGD-150 LMI N.T.S. 27 or 26 SGD750LMI-NOA 0 CERT.OF ALITH.$29296 A.LYNN MILLER,P.E. P.E.N 58705 52 S2 52 00 /� 9 / o/ FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER - 52 MITERED BEAD CORNER(TYPICAL) 9 0 S2 S2 AtODUCf REVS oL r'M6 t!r nwo& syr,we.Dale�ice'–�-, / PANEL TOP/BOTTOM CORNER FRAME BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) 2 TRACK SHOWN �ttl 11 111//, SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.L) AGK s nImpact� Dan rIESI tnwtum- Q', DeecnOtlon: oats: No.56705 INSTALLATION DETAILS 5/22!19 sor..u.au Jif ReNefon: Rev.By: Rev. Dots: PREPARED BY LYNN MILLER'�m •!�` FRAME BOTTOM CORNER 1070 TECHNOLOGY DRIVE 0 q �s COR10 P.•.G\�l� 3 TRACK SHOWN ORIGINAL ISSUE a (941)4841800 rSGD,ml5O SAeet Orowi Rn: CAPY ."'0"is '� S/O"'No. 001WNDmvsa ' NALodel;LMI N.T.S. 28 OF 28 SGD15OLMI-NOA 0 —R.WM RESERM ,/ CERT.OF AUTH.129298 A.LYNN MILLER.P.E. P.E.f 58705