Loading...
HomeMy WebLinkAboutRevisions OFFICE USE ONLY: DATE FILLED: Va��-11 1� " PERNQT# 1911-0390 REVISION FEE: $75.00 RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION D SION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-56.2 D E G 17 '0119 (772)462.1553 ST. Lucie County, Permltting APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION LOCATION/SITE ADDRESS: 1102 Saeger Ave DETAILED DESCRIPTION OF PROJECT REVISIONS: Submitting correct NOA for Sliding Glass Door NOA 19-0603.03 CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: CGC 1504157 ST.LUCIE CO CERT. #: 20593 BUSINESS NAME: Liberty Home Builders QUALIFIERS NAME: Jeffrey Walsh ADDRESS: 257 SE Monterey Road CITY: Stuart STATE: FL ZIP: 34994 PHONE(DAYTIME): 772-444-7112 FAX: 772-324-8578 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC. 9123109 Revised 06130117 RFVISION t MIMI®DsADE MIAM�DADE COUNTY • COPYPRODUCT CONTROL SECTION L� 5 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATOR COL RES FREES Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION KCl.-TvE® T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA n, www.miamidade.goy/economy CGI WINDOWS and DOORS,INC. ' 3780 W.103'd Street permitting Hialeah,FL 33018 LST. cie County, 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 AHI 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-LAVLL APPROVAL DOCUMENT:Drawing No.SGD15OLMI NOA Rev O(former W10-31 Rev O),titled Series"150 Sentinel Aluminum Sliding Glass Door",sheets i through 28 of 28,prepared by manufacturer,dated 05/22/19,signed and sealed on 05/23/19 by Lyn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing&sill riser and the max allowable panels for the entire unit,in sheet 13. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly.For Doors w/corners,see limitation note 4,below. 3. Max shim not to exceed%"at Head/jambs&%2"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into cone. 4. Units containing 90°& 1350 exterior corners must be limited to Max Dp=+/-60 PSF. See sheet 22 for anchor layout, LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#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 L Chanda,P.E. NOA No.19-0603.03 MIAF1 E COurm 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& 1350 and 90°corners,prepared by Architectural Testing,Inc.,Test Report No.D8502.01450-18,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 24113.2.1,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 esh Patel,P.E. Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No.19-0603.03 Expiration Date: September 22,2020 Approval Date: July 18,2019 E-1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(continue) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test Report No.HTL-0080-1208-090,dated July 30,2010,signed and sealed by Vinu J.Abraham,P. E. (submitted under files#12-0119.04/11-1031.05) along with marked-up drawings and installation diagram of Alum. SGD(OX)prepared by Architectural Testing,Inc.,Test Report No.ATI-00733.03-450-18,dated 08/09/12,signed and sealed by Vinu J.Abraham,P.E. (submitted under files#13-1121.08/#12-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis,conformance to, complying with FBC- 2010 and with FBC 50'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 "Safleg CP-Safleg and Safleg HP Composites Interlayer w/PET core",expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company(MA)"Safleg 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`Sutacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to,complying with FBC 51h 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 SUBWrMD 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,L Chanda,P.E. 4. Test proposals#13-1098, approved on Oct 02,2013 and revised on FEB 24,2014,signed by Manuel Perez,PX.,test proposal#11-1225 dazed 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(6h 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. SGD150LAU 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) X51,.—t �.�•.—.�. Ishaq L Chands,P.E. Product Control Unit Supervisor NOA No.19-0603.03 Expiration Date: September 22,2020 E-3 Approval Date: July 18,2019 �" CGI WINDOWS and DOORS.INC. NOTICE OF ACCEPTANCE:EYIDENCE 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.FM 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"Saflex CP-Saflex 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.)"Saflex Clear and colored glass interlayer",expiring on 05/21/21. 4. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. (former E.I.DuPont De Nemours& Co.,Inc.)for their"Trofosil®Ultra Clear,clear&color PVB Glass Interlayer", expiring 07/08/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition(2017),dated May 23, 2019,issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest,dated May 23,2019,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. 3. Test Proposal No. 19-0219 issued by the Product Control Section,dated March 13,2019, signed by Ishaq Chanda,P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15- 27.001 of the Florida Administrative Code,notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA,dated May 22,2019,signed and sealed by A.Lynn Miller,P.E. G. OTHER 1. This NOA revises NOA#17-1218.20,expiring 09/22/2020. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.19-0603.03 Expiration Date: September 22,2020 Approval Date: July 18,2019 E-4 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. _ LAMINATED GLASS AND INSTRUCTIONS: LAMINATED INSULATING GLASS SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR USE CHARM AS FOLLOWS. LARGE/SMALL MISSILE IMPACT DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DETERMINE DESIGN WIND LOAD REQUIREMENT BASED DESIGN LOAD CAPAGTY CHART ON SHEET 13 OF 28, USINGON 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 RONFORCING TO USE. BY BUILDING OFFICIAL �DlTIIICf�BYip STEP 3 USING CFNRTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED °�� ' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE IN STEP T ABOVE. AKO T7^OL03.03 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA- STEP 4 THE LOWEST VALUE RESULTING-FROM STEPS 2 AND 3 Z= BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). SHALL APPLY TO ENTIRE SYSTEM. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE y 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 MANUrS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. TItk OHO NO LY ALL ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I.) AGK Impact RashtaTd 11\ MATERIALS INCLUDING BUT NOT LIMITED 70 STEEL/METAL SCREWS, THAT ( ®WIRd9Tae 6 Doors ����;• �,LCEN3F•.�( COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEDvvc�lD.W. Illeffismom- Q; •,'P REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. nue.twu u...a u.w4 n nm�*: No.58705 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION COVER,INSTRUCTIONS 5/22H9 r.0 waAtwu I Fmuxua sa FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACYRArbfaO: RAv.W. Rbr.Oats PREPARED BY LYNN MILLER OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 1070 TECHNOLOGY DRIVE •�"� WATER INFILTRATION RESISTANCE ETC. ORIGINAL ISSUE N.VENICE,FL34275 0,�'•, (Yj�: CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 1I4BD10� •. AND TO BE REVIEWED BY BUILDING OFFICIAL Suf�s/Modal: S.Otc SMab om kv N. RW. �. a mts! �s• R ORIDP,.•' �`�� SGD-150 LMI N.T.S. 1 OF 28 SGD15OL.MI-NQA 0 Aun RFS S11�NAL jt%% �"0�, 1 E CERT.OF AUTH.Y29M A LYNN MIuF.7�02.1 PE.$58705 _J6• 3• (8)ANCHORS '11 TYP ^ CLUSTER SHOWN o 14' 3 TRACK S 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 HEAQ/SILL AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 NOM, PANEL WIDTHAT 3'O.C. 6'MAX. 1 13/16' SEE CHART ON SHEET 15 HEAD/SILL MIN. OPTIONAL FALSE MUNTW FOR CAPACITY CORNERS /{ C E _ I I m � RE]NFORCING j I AT INTERLOCKS I , SEE SHEET 13 1H H � J FOR CAPACITY M '21/881 1 5 _ L.OF _ 2 POINT 42 1/B• SINGLE LOCK D.L.OPG. SEE SHEET 24 N .0 Id o J II//. FOR DESCRIPTION 4-3 14 4B �� I 1 I i N SILL TYPE 82 ANCHORS 2ANCHORS , 3 OR 4 PAIRS AT STILET 1/B' (SEE SHEEP 8,B• 11 g Cl ELI (US ER SHOWN aDS INTO GONG.AT 3'O.C. SEE CHART ON SHEEI PANEL WIDTH 48 1/8' do 12 4 DETAIL M ON POCKET _ 15 FOR CAPACITY PANEL WIDTH 3) JAMB ANCHORS 1U _ 1 ••. ..• •. •.• (SEE SHEET 23 FOR 4ltODOC1' JAMB ANCHORS 1 TYP.INSTALLATION) r��vllds F2sTIi1 14' tO 6' MAX. It 3_ 3 TRACK A4sptu�Kol1—OLe3•a� n B TOD F LL ANCHORS 6Ir ?e ,I 8, B, 8• e• e• 8• 8• 8• 8• e• 8• (1)WEEP DUSTER (2)1117P CLUSTER (2)VEEP alISRB (2)VEEP DUSTER %w DUSTER 2 T40P Duslm 1 vw all= 11111 1111IYY i, SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.1.) AGK ®���b D O�1�ENSFi4� Q. om TYPICAL ELEVATION : Dater N0.58705 TESTED UNI »u..Tun mn�,aa.a,n mis ELEVATION 5/22/19 T.a M.LInO I r.a 4LIn,un PREPARED BY LYNN MILLER Rewka: R. By. Rev.Oats: MTE 1D.L OPENING 1070 TECHNOLOGYDRNE QF • D.LO HEIGHT . DOOR FRAME HEIGHT— 9 11/16' ORIGINAL ISSUE N.VENICE,FL 34216 ��'•.F�ORIDP,.' �� D.LO. WIDTH a NOM. PANEL WIDTH — 6' (941)480.1600 , s '• ...... G`� PANEL HEIGHT - DOOR FRAME HEIGHT—1 3/16' sertae/RsssL Saale: SAe.t p1astrp No. Rer. CaCDPYRGM l n O "7;,701VAL•����\ SGD-150 LM1 N.T.S. 2 or 28 SGD15OLMI-NOA 0 "f i l l 11111 CERT.OF AUTH.4129296 A.LYNN MILLER.P.E. P.ES 56706 6' 3* ANCHORS i 2 TRACK HEAD ANCHORS w 14" 190 9/16"MAX. DOOR FRAME WIDTH 14'MAX. ANCHORS IN PAIRS HEAD ANCHORS HEAD/SILL AT HEAD/SILL/JAMBS 2,3 OR 4 PAIRS AT STILE ENDS SEE SHEET 15 61 MAX. rFO 3'O.C. ON SHEET 15 HEADSILL 1 13/16' FALSE MUNTIN / SEE CHART CORNERS MIN. OPTIONAL Al FOR CAPACITY 1 1 1 --- I I I '^ REINFORCING rl AT tZLOCKS I t—UNH J 1 s OPTIONALT 13 �I I� FOR CAPACITY 11 11 2 POINT 42 1/8' 42 1/8' 1 p II II SINGLE LOCK D.L. OPG. D.L.OPG. i o FORSEE SHEECRIFTION z m II 11 Nan d o f LIL 1 G� i .� rerr�slMr SILL TYPE 82 ANCHORS 2,3 OR 4 PAIRS 48 1/8' 4k cr/ e�7K, mj (6)ANCHORS AT SITLE ENDS AT 3"O.C.SEE CHART ON PANEL yAD7H 48 1/8' POCKS J2 TRACKAMB ANCHORS ;� It CLUSTER SH WN SHEE .tS FOR CAPACITY. PANEL WDTH 2 TRACK JAMB ANCHORS Caul 1 SILL ANCHORS 3 8' 14' 3' n x MAX. • D.L.OPENING B1 D.LOHEIGHT DOOR FRAME HEIGHT— 9 11/16' D.L.O. WIDTH o NOM. PANEL WIDTH — 6' PANEL HEIGHT - DOOR FRAME HEIGHT—1 3/16' (TESTED UNrT) TYPICAL ELEVATION 0)1 ap aum W®aimu m 1w amm 0) um III LYNN REFER TO PAGES 14, 15, 17 k 18 FOR WEEP SIZE. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® Pe Im cl Reshta �j uCENSF .4 Windows 8 DooMrs oDoN. aw.m. *:. N0.58705 ••�' ELEVATION ION 5122!19 u /N m:>tac.e�.au I rm�u.uLun __ .: Region: PREPARED BY LYNN MI ^"0 •� Rw.W. Rev.DaG 1070 TECHNOLOGY DRNE ORIGINAL ISSUE N.VENICE,FL 34275 � •, SATE 941 460.1600 ''AORIDP.•.•' Senes/Modek scan: Brae Drodnq N. Ra. �c40Pra�s10 sS/O SGD-1150 N.T.S. 3 OF 28 SGD16OLMI-NOA 0 AuwcrtsR sexvE° ,,i/r'INA I,%%\`� CERT.OF AUTH.029296 A LYNN MIP.E.M 66705 (8)ANCHORS (8)ANCHORS �Se ..TYP• .... .... R: /, --(SC EEE SHESHOWN 2, CLUSTER SHOWN y� R ]r 14' EXTERIOR EXTERIOR 3 TRACK 149 5/16' 146 9/16' 97 3/4' HEAD ANCHORS DOOR FRAME WIDTH DOOR FRAME WIDTH .DOOR FRAME WIDTH HEAD ANCHORS 14'MAX. HEAD ANCHORS FALSE MUNTIN ANCHORS IN PAIRS 2.3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS 0 48 1/8' [AT HEAD/SILL/JAMRS AT STILE ENDS SEE SHEET 15F AT CORNER STILE ENDS 6"MAX. NOM. PANEL WIDTH AT 3.O.C. SEE CHART ON SHEET 15 HEAD SEE CHART ON SHEET 15 1 FOR CAPACITY �5 1 13/16- f) 3/16'C E FOR CAPACITY MIN. I - I I REINFORCING = AT INTERLOCKS OPTIONAL to FOR CAPPACITY P H N ,I == 2 POINT zDOUj 1 2 1/89 SEE SHEEP 2 1, .L 0 I FOR DESCRIPTION 42 1/8' 2 PONT 42 1/8' V D.L.OPO. D.L.OPG. 0 DOUBLE LOCKS SEE SHEET 24 G! //• //. FOR DESCRIPTION I Ln -II-`�-II o i .. a %J % o J %J % I a� II II It rlr B 0 F POCKET SILL TYPE B2 ANCHORS S91 TYPE B2 ANCHORS 48 1/8" 48 1/8' 48 1/8' 48 1/8- POCKET m . JAMB ANCHORS 2 OR 4 PNRS� 2.A3 OR 4 PAIRS T STILE ENDS PANEL WIDTH ' PANEL WIDTH ' PANEL WIDTH ' PANEL WIDTH 3 TRACK AT CORNER STILE ENDS. AT 3'O.C. JAMB ANCHORS SEE CHART ON SHEET 15 ON SHEET 15 SEE CHART FOR CAPACITY FOR CAPACITY rJ8' 14' 3' 1 ANCHORS EXTERIOR (6)ANCHORS EXTERIOR3 TRACK n MAX. Typ• CLUSTER SHOWN CLU SHOWN SILL ANCHORS (SEE SHEET 22) `111111111/T/v �•`,rp.........• SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Iropad ResMant �``��•: 1,10EN '•.�(�% 4saoDucrrutRli!!• (TESTED uNrUNIT) Wifulm6 ors ? Q; ��vgyiwRsse�inlfcaexrty' Ou1c N0.58705 MWn6C«M TYPICAL ELL1/ATION A�npK.ea No ( ^D 3 ELEVATION 5/22/19 ie n'.iii'.ua i i 3mms s - tAl Revf+lo. Rev.87: Rev.Dub: PREPARED BY LYNN MI1070 TECHNOLOGY DRIVE E O ORIGINAL ISSUE N.VENICE.FL 34275 1 480.1800 �iC�tS '•�<ORtDP.•'•G1?� s rie./u«ar. see e IDSGDISOLMI-NOA a.my No Rm ccC0PYR�°a 2owa�sSGO-150 LMI N.T.S. 14$h of 28 0 AUROMRESERVW CERT.OF AUTH.M296 A LYNN MILLER.P.E. P.E.#68705 DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PAN0.WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. XXX(SHOWN) H L FOR DOORS USING 90' & 135' CORNER SnLES OXXSaw c a H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF O XXXt (REVERSE) Q� g © OH EXTERIOR DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 73 H- - k� L J H I H t L XXXXXX(SHOWN) © ) EXTERIOR O 9,•CORNER CDFtNER ETAIL 'P'at v ON SHEET 22(3 22J1 O NOM.PANEL WIDTH OH OXXXXO OPTIONAL IN LF31 OF J7 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH @) H JMME H H t zQ g K 64rl O XXXXXX(SHOWN) OO EXTERIOR l O Q O 9P CORNER DETNL'0'ON SHEET 2 135!CORNER DETAIL'P'ON SHIFT 22 NON-RE1NF.INTERLOCKS OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 DOOR FRAME WIDTH FRAME WIDTH PAN0.WIDTH r ji:� J C H J H H N bbb e XXXXXO(SHOWN) © Q EXTERIOR HO g0•CORNER DETAIL'0'ON SHEErLi2 o OXXXXO 13F CORNER DETAIL'P'ON SHEET 22 J O NON-REINF. INTERLOCKS N OPnONAL IN LIED OF J1 SEE CHART ON SHEET 13 17111111 APPROVED CONFIGURATIONS s � � Tnk O1am Or. � ANY LYNN NON—POCKETED DOORS (NON-REINFORCED SHOWN) I1111,Ii"Ca4 s6o3•o3 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I. AGK Impact 811nIStant �� �`�,.. .cEN ' ! ' SEE SHEEP 13 FOR Dp AND REINFORCING OPTIONS Aaewlucc No ) ) ®WIDTIDWc&Doors 7.7 SF•''•!F Dile yn; Ouw " '•.� THREE (3) TRACKS 1.LL^ „ al" I"*a4.d abhN•R MIR.* No.58705 *= �+ CONFIGURATIONS 522419 ra:au ua.aua 1 r..aaa ua n ; NOTE: RevW : Rev.W. R.Y.DaW, PREPARED BY LYNN MI 'b ' 2'( 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070TECHNOLOGYDAIVE ''• J 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORIGINAL ISSUE N.VENICE,FL 34275 O�., TE tV 841 480.1600 '� �` FLORIOP,••' \_�` 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Sedn/Modeh Soda Ts—h" Da+raO N. Ran CGIWND °A""M O 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUMLE PER FBC. SGD-150LMI N.T.S. 5 OF 28 SGD150LMI-NOA 0 AILWGfMFtEBERVED �/7/l III11 77� CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.E.#58705 I DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PANEL WIDTH NON-REIHE INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. XXX(SHOWN) H L FOR DOORS USING 90' k 135' CORNER STILES OXX G H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXOX(REVERSE) 8 0 © Q EXTERIOR Q Q DDDR FRAME WIDTH FRAME WIDTH NON-REINF.INTERLOCKS SEE CHART ON SHEET 13 H L XXXXXX(SHOWN) © OH EXTERIOR O w CORNER oErAlL-0-ON SHM7 22 13T CORNER DETNL'P'ON SHEET 22J1 O NON.PANEL WIDTH O OXXXXO OPTIONAL W LIEU OF Jt DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH aQ g K L. c XXXXXX(SHOWN) © Q H of H H K EXTERIOR Ogp CORNER DETAIL'O'ON SFffEf z O O O 135'CORNER DETNL'P'ON SHEET 22 NON—REINF.INTERLOCKS OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH .F17 7Fn G H J H aQ S N tS XXXXXO(SHOWN) © O O J O O O OxXxxO EXTERIOR W CORNER DETAIL'0'ON SHEET AIL'P'ON SHEET 22 NO 135 CORNER DETN-REINF.INTERLOCKS ktO1M1Cf�V�� OPRONAL IN UEU OF J1 SEE CHART ON SHEET 13 111 I I I l l l l/ APPROVED CONFIGURATIONM4.1 OwBy.- NON—POCKETED DOORS (NON-REINFORCED SHOWN) {c a. Impact• � LYNN,y��'%;� SET:SHEET 13 FOR Dp AND REINFORCING OPTIONS AcesDte�K N�1 - o 03 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Pa '� 1,10EN@F'•.�( I�ru WhAns&Doors f`d"n°' -�J1�714°Z" OrArro�: Doa.: +rellemn�' THREE (3) TRACKS (S{,..��,t1=_�L _* ! No.58705 �_— CONFIGURATIONS 5uw W.rwu wn4 o.xa,n ruu 15Ti1�'.E 'prvdactCrL01 122/19 ne nrau.un I r.�ur.rnnu - 7 Nom' ReWobnr Rw.By R- out.: PREPARED BY LYNN MILL172 •: � ATEk ,3 � :,• 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSIVE ES ONLY. 1070 TECHNOLOGY DR ��T 2. FOR APPLICABLE NON REINFORCED OR REINFORCED ISSUE N.VENICE,FL34275 NFORCED DESIGN PRESSURES SEE SHEET 13. (941)480-16W %,C� ' "ZORIDP.•' 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. s.•../Moaa: Sccrs: Sn.t Ovdq No. Rw COPYRwxroml9 /�%Ss/O 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. �IRIGWS �o /l 1 HALT` SGDt50LM1 N.T.S. 5 OF 28 SGD750LMI-NOA 0 CERT.OF AUTH.I29M A LYNN MILLER,P.E. P.E#59705 DOOR FRAME W. pgplp sylph{ DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED NON—RE]HF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. j H L j FOR DOORS USING 90' k 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 1 M I I L__ ` PXXASHOWN) Q 0 RIOR Q XXXP DOOR FRAME WIDTH DOOR FRAME WIDTH PANEL WIDTH NON- NF. INTERLOCKS . SEE CTRT ON SHEET 13 rs j H Jit H H I M ' PXXXXXXP(SHOWN) O O EXTERIOR O 90•CORNER DETAIL'0'ON SO 22 O O O 135 CORNER DETAIL'PON SHEET 22 DOOR FRAME WIDTH OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 t 17, ~S I H J H I 3a 1r�-y H � a 0a la4144 �� ` PXXXXXX(SHOWN) L I O EXTERIOR O O ON SHEET= O Pa1NM WIDTH O O XXXXXXP LPOCKET CAVITY NOT BY CGI 135'�CORNER RNER DEET L•'P'ON SHEET 22 NOT PART OF THIS NOA OPTIONAL IN UEU OF J DOOR FRAME WIDTH DOOR FRAME WIDTH NON-REINF,INTERLOCKS PI-SEE CHART ON SHEET 13 1 H J H 1 I M N 1 ` L O O H 9Or CORNER L'0'GN SHEET O O O J PXXXXXO(SHOWN) EXTERIOR 135'CORNER DETAIL'P'ON SHEET 22 H PANEL WIDTH H N > ti OPTIONAL IN LIEU OF J \\1lllllfffTf APPROVED CONFIGURATIONS OXa�Wl�Nr ��`�� et �• <....... POCKETED DOORS (NON—RQNFORCO ORCED SHOWN) AayterKepp —06o3•U"b SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®ImPa Rrsfatant �j, SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Date 7y WIAl10WS b DDOB NOTE Dai: =* No.58705 `fit.—.+,.`iw••--� 5/22/19 nwa.u4oa....0&.knUNI — THREE (3) TRACKS Ptoa.ecewa CONFIGURATIONS r.¢�n.iu.nw I Ia:1XIOL1i1Y = O 7 POCKETS ARE NOT PART OF THIS APPROVAL R.�dslm:: - Rte'•B/ '. „: PREPARED BY LYNN MILLER �� '• � �� .;•�� AND TO BE REVIEWED BY AHJ. 1, CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. N.VEN70 ICE, FLL00Y DRIVE =O'• 5 ATE OF ORIGINAL ISSUE N.VENICE,FL 31215 ��(�•' �ORIDP,.•''�� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, artn/uod.L scat! �f�No. Rer 941 covvwaRro mta ��isS/ ' ” C�G��� 3. FOR ANCHOR DETAILS SEE SHEETS tS THRU 23. R /f', fill\\.� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FE[C. SGD 150 LMI N.T.S. 8 of 28 SG01501 MI-NOA p CERT.OF AM.8=9S A LYNN MILLER,P.E. P.FJ 587DS DOOR FRAME W. MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED RDNF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. w FOR DOORS USING 90' & 135' CORNER STILES H LIMIT MAX. DESIGN LOADS TO *60.0 PSF ¢ G , zzQ55 Q Q EXTERIOR G1 XO(SHOWN) OX OR FRAME W MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 t �H S l 0 Q RIOR O L1 xx is X 3/4'SMS DOOR FRAME WIDTH AT 24'O.C. MAX.FRAME WIDTH IT 1 _ N H gG o Q J1 1 OH EXTERIO W CORG1 0'ON SHEET 22 OXO(SHOWN) 135'CORNNEER DETAILDETAIL' P'ON SHEET 22 OXO(ROOME) OPTIONAL IN LIEU OF Ji DOOR FRAME WIDTH MAX. FRAME WIDTH RENF. INTERLOCKS SEE CHART ON SHEET 13 H H � abtel�Wild d. rw� —ato3.a3 c1 QH EXTERIOR J1 c1 B4 Ae OXXO 90'CORNER DETAIL'0'ON SHEET 22 XXXX(SIMI1AR) 135'CORNER DETAIL P'ON SHEET 22 OPTIONAL IN LIEU OF A 111 u1, APPROVED CONFIGURATIONS Rw: O'°'"W. � ON`(LYIVAI NON—POCKETED DOORS (NON-RE]NFORCED SHOWN) ®IDI RBi�tan( SENTINEL 150 ALUM SLIDING GLASS DOOR(LM.1.) AGK P \• ��`•�}CENgF SEE sHt:'ET 13 FOR Op AND REINFORCING OPTIONS WIDOWS iu.ORvandQ�.• , ° ' No.58705 TWO (2) TRACKS CONFIGURATIONS 5/22f19 i:iiaeiain tl.WIN,%n 3011 NOTE. \ Rte, W. Rw Dab. PREPARED BY LYNN MILLER '0 5^ (p 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070 TECHNOLOGY �� 7 �� I 1 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORIGINAL ISSUE N.VENICE,FL34275 O,�.• S ATE OF �(j; 941 4941600 ���`' "EORIOP,.•' �_\ 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Sd-/lddbt S.W.: sh"t 'b' R° °a�0 S�ONALt��G\` 4. DOOR SHALL. MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD•150 LMI N.T.S. 7 OF 28 SGD150L.MI-NOA 0 CERT.OF AUTH.829296 A LYNN MILLER,P.E. P.E.B 58705 DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA R FRAME.W. DOOR FRAME WIDTH WIDTH I H DOOR FRAME WIDTH SEE CHART ON IN SHEET 13 I I I Y N V I Y � l VyV w r? A@H �gi IVY ¢ �� O � �� �o O a• 8+ IOa I'-- ® EXTERIOR Q �__-- OM EXTERIOR Q Lt PX(SHOWN) PXX(SHOWN) XP XXP DOOR FRAME W DOOR FRAME WIDTH THIS APPROVAL QUALIFlFS DOORS WITH APPROVED I CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS j I WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. I m 1� J7 1 i j FOR DOORS USING 99 AC 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO +60.0 PSF 1 I o M M i NOTE: L—_ --J 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. EXTERIOR J1 ® 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. PXXP 8C CORNER DETAIL'0'ON SHEET 22 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 135 CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF A 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. DOOR FRAME WIDTH DOOR FRAME WIDTH NON—REINF. INTERLOCKS r--- ---� SEE CHART ON SHEET 13rnI --, j H l^l I I I I J I I I YI I` I g I M M i L-- _-J L--- _--� ® EXTERIOR O O HQ Q 11TOE>ilCfpgy PXXXXP 80'CORNER DETAIL'0'ON SHEET 22 Q#.�Obs7wlro 135'CORNER DETAIL'P'ON SHEET 22 - OPTIONAL IN LIEU OF A � -eCe3v3 DOOR FRAME WIDTH DOOR FRAIAE WIDTH - [. /� NON-REINF.INTERLOCKS �� •L�-a�.+�,.� --- TSEFr CHART ON SHEET 13 CO." 1 r-- � H H I J Ir Ic�O1 0 i4 POCKETS ARE NOT PART OF THIS APPROVAL I g AND TO BE REVIEWED BY AEW. Q I K I g L—M_ L O QH EXTERIOR JO QH Qt PXXXX(SHOWN) 90'CORNER DETAIL'O'ON SHEET 22 135 CORNER DETAIL'P'ON SHEET 22XXXXP 11 1 1111/ PXXXO OPTION&IN UEII OF Jt TRW OXXXP SENTINEL 150 ALUM SLIDING GLASS DOOR(Lw.) A1TIlpecl R99MaDt `��``���NY" APPROVED CONFIGURATIONS IW#indomMD a ocuB _ ��:.• 1,10ENgF'•.C��� POC KETED DOORS (NON-REINFORCED SHOWN) ' OOIB, No.58705 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS no�.Tan nn.e,nN..4 Fuinu = TWO TRACKS CONFIGURATIONS 5P12110 1•u tw.wusn I ro,wiwin.= Rn4tkrr. RED.DY: Rev.Dols PREPARED BY LYNN MILLER ��•:•'`C z3 I O( ::��. 1070 TECHNOLOGY DRIVE 0 g ATE ` ORIGINAL ISSUE N.VENICE,FL 34275 .t� •, F (941)480-1600 •'•"40RIDP,.•'`G\?� s.r.�/ueeelISN.T.S. slb.t J7GD160LMI-N0A .p xa Rcm O 2D19 S �. SGD-150LM1 B OF 28 0ev "• " P10NiH�'E" D ' NAL 1\ `` rab: CERT.OF AUTH.#29286 A LYNN MILLER,P.E. PE.0 58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS DDDR FRAME WIDTH FRAME MOTH WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 NOM. PANEL WIDTH NON-REINF. INTERLOCKS ARE PRESENT. SEE CHART ON 5 111 13 FOR DOORS USING 90' & 135' CORNER STILES H LIMIT MAX. DESIGN LOADS TO f60.0 PSF g •o o- L 51E a XXXX(SHOWN) OXXX XXXOX(REVERSE) © OH EXTERIOR Q DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON 11 IEEr 13 5: H H J1 H H H XXXXXXXX(SHOWN) OXXXXXXO ® O QH EXTERIOR Q J7 oH off OH W CORNER DEIAIL'0'ON SHEET 22 -NOM.PANEL WIDTfi 135'CORNER DETAB.'P'ON SHEET 22 OPRONAL N UEU OF J1 NOTE: APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. tCoM NON—POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. AgtumNo C -0603.03 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONSLDi4 '� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. � �t `•>��'�` FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 11w1nnNNN� nw Impact O••.. N2�j� SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®ImWiPa LICENSE••,((�' ndows&Doors 006044— DOW. WE, "80001- ;*: No.5T17p5 allow.1NY{1m41J.►.RYIIg CONFIGURATIONS 5/22/19 T, 1; 1 F-2asnanu PREPARED BY LYNN MILLER ' Rw. ±Daul1070 TECHNOLOGY DRIVEORIGINAL ISSUE N.VENICE,FL 342T6041 480.1800 . S . Cs1" oftby Na CDPYR*krto 2019 iIbNALN.T.S. 9 of 26SGDi50LM1-HAuauulrsnEssAVD '�lNNNt11I11111 CERT.OF AUTH.X0288 A LYNN MILLER,P.E. P.ENN 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 9O' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO *60.0 PSF DOOR FRAME WIDTH FRAME WIDTH i NOM.PANEL WIDTH NON-REINF.INTERLOCKS SEE CHART 0 1 SHEET 13 ~s H J H S G S XXXXXXXX(SHOWN) OXXXXXXO © O O OH JQ O EXTERIOR O O 90'CORNER NAIL'O'ON SHEET 22 135 CORNER DETAIL'P'ON SHEET 22 OFRDHAL IN LIEU OF J DOOR FRAME WIDTH NOM. PANEL WIDTH H J H DO- ra Cur �Eo wu 8 XXXXXXXO(SHOWN) r I I 11 OXXXXXXO © OH Q QH Q ) EXTERIOR O HO 90'CORNER DETAIL'O'ON SHEET 22 135 CORNER DETAIL'P'ON SHEET 22 'aODtKrAsvw* OPTIONAL IN LIEU OF J �vmgwkkta4iAL1� NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Y APPROVED CONFIGURATIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. NON—POCKETED DOORS (NON-REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. AAL1111 t1tt�� FOUR (4) TRACKS SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact flesisimd L10ENgF•,!� w10dDWs&owls OaWp9on: Oa<.: ' - *:: NO.58705 5122119 au W.ua.B.A.ux..knam. = CONFIGURATIONS uuu..u.....o Re%bn: Rar Datc PREPARED BY LYNN MILLER —71 ': S -3 a 1070 TECHNOLOGY DRIVE 0�•. S q1'E 0i 1 .� ORIGINAL ISSUE N.VENICE. %(� �CORIDP,,•' �_�� �=GEZLMI Scot.: sheet: Dm.irip No. Rar. COPYRI mo 201e 'SS7ONAL el"' CGIMDOMWS N.T.S. 10 OF 28 SG015pLMl-NOA 0 �utecHrsaFssavm I/,, 1111100% CERT.OF AUTH.TY29298 A LYNN MLLER,P.E P.EB 58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES DOOR FRAME WIDTH LIMIT MAX. DESIGN LOADS TO ±60.0 PSF DOOR FRAME WIDTH NOM PANEL WIDTH NON-REINF.INTERLOCKS SEE CHART ON SAM 13 I 1 1g ,o IY $ I u 1 I-- - 1 cc _ 1 PXXXX (SHOWN) L Q XXXXP EXTERIOR Q O FRAME WIDTH NOM.PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 r-- --� I I I I It H H J H H Y � � H � dl I � I I yl ¢¢ I yj j M M 1 1 ___J PXXXXXXXXP (smm) ® HO OH OH OJ Q EXTERIOR 90'CORNER DEGIL'O'ON SHEET 22 • 135 CORNER DETAIL'P'ON SHEET 22 OP110NAL IN LIEU OF J APPROVED CONFIGURATIONS !IIODLCff1EVLo POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: =�bodloace ft SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Acc#vftm r4q .dCo3•o3 SOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHORDETAILS SEE SHEETS 15 THRU 23. 4. t•`am;; ^- POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. (M�r Q wd AND TO BE REVIEWED BY AHJ. ll11111111��� TIWr Oro'm Or. �� Q SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®lnlpad s8 D Ta ; �` ' _iCENSF Doh: MMVFAMm" Z7.1�. ' No.58705 EXTRUSIONS,BOM 5122119 ray u.auuu I n.:��.qaw. RW, PREPARED BY LYNN MILLER tf0"P Rte°�' �''Date: 1070 TECHNOLOGY DRNE %O'•. qiE F ORIGINAL ISSUE N.VENICE,FL34275 %�� ' 'LORIDP.•''�C��� 941 430.1500 .,S •.•... ('j �s= %aw Sne�f ao.mp Ma �"ow10o ����i��NAIMI N.T.S. 11 OF 28 SGD150LMI-NOA 0 ALLnnsRes ° //111111111` CERT.OF AUTH.#211 A LYNN MILLER,P.E. P.E.i158705 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 f60.0 PSF FRAME WIDTH NOM.PANEL WIDTH NON-HONE. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 r-- r--- 1 1 I I H J H I� I M I I I PXXXXXXXX(SHOWN) XXXXXXXXP ® O Q HQ Q Q EXTERIOR Q OXXXXXXXP POCKET CAVITY NOT BY CGI 90•CORNER DEVIL'0'ON SHEET 22 NOT PART OF THIS NOA 135 CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN UEU OF J FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 DOOR FRAME WIDTH -- IEM �a�� H I L__ M H H H J H H H EXTERIOR PXXXXXXXO(SHOWN) O O O 0 90'CORNER DErAIL'0'ON SHEET 22 APPROVED CONFIGURATIONS 135'CORNER I DUAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: SEE SHEET 13 FOR Op AND REINFORCING OPTIONS IliOYDC RLVIIIIIIIIIIIp 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ��Db�t.RY6yFIrYO FOUR (4) T 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. RACKS Aenphuena 19-o,rA3•o3 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. oat POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. J�+.- ` ice.•- AND TO BE REVIEWED BY AHJ. 61�.� d .� Y SENTINEL 150 ALUM SLIDING GLASS DOOR(ear. LM.1.) AGK ®Impact Reaiclard YtHEanwam- CONFIGURATIONS 5/2?119 Ly \� j�CN• Qa�.• VICENSF••,(��� DesedpD.W. No.56705 41,11111w.41,11111w.twutv..ti nm.anmu 1t *� the m.�a.nn I rm u�.nau�: PREPARED BY LYNN MILLER -D RNlrroe: p-.W. Rer.Oft: REPAIRED TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34216 S.ri®/Twd.L ScalrK SAwt• prceLp No. Rm. X11,80-1000 COPYRKWO tas moi,\`s '•'.",�ORIDA,.•'G�' SGD-150 LMI N.T.S. 12 OF 28 SGD150LMI-NOA 0 A�un"K°rOeRFc �� �ONAL E� `�• CERT.OF,U7H.129296 A.LYNN Mlli lt,a+.lr•1�.E.0 58705 BE61GN coed CAPAMY-PSP(cuss) GLASS CAPACITY CHARTS GLASS rrm Goss TIM 'A'4r'At' 'B't'81' N00. DOOR MWIR OF D'TgR 0C=9s PR61.W101N ME HOW PAMS R/0 Raw. 11=PZW. rcm NOIR 4100 EXT-c+)I-(-) EXF.(+) INT.(-) 24-1/8 10 60.0 1 60.0 60.0 50.0 30-1/6 10 60.0 60.0 80.0 80.0 36-1/8 10 50.0 60.0 80.0 80.0 42-1/8 82 10 60.0 80.0 BOD 60.0 NOM. PANEL WIDTH 48-1/6 10 6oD 60.0 eo.0 soo 34-1/8 9 83.3 63.3 71.1 71.1 24-1/8 10 60.0 60.0 BOA 80.0 30-1/8 10 60.0 60.0 BOA 80.0 NOM. PANEL WIDTH 36-1/6 84 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 18-1/6 10 60.0 60.0 W.0 80.0 ' 64-1/8 9 83.3 83.3 71.1 71.1 24-1/8 to 60.0 60.0 60.0 80.0 30-1/6 10 60.0 60.0 80.0 8a0 NOM PANEL WIDTH 36-1/6 W 10 60.0 60.0 Bob Bao 42-1/3 10 60.0 60.0 80.0 80.0 46-1/6 9 60.0 60.0 80.0 80.0 24-1/8 Io 60.0 60.0 80.0 eo.0 3o-1/6 10 60.0 60.0 80.0 80.0 EB .1 36-1/8 96 10 60.0 60.0 80.0 60.0 4z-1/3 10 60.0 60.0 aD.o eao 48-1/8 9 60.0 60.0 80.0 80.0 NOM.PANEL WIDTH GIA88 TIM 10 '' 'A'.W.'Al','BL' APPLICABLE FBC EGRESS DaIIMLOC119 REQUIREMENTS TO BE 1 n r1 11=REnw. REVIEWED BY AHJ. N N EXT.(+) INT.(-) DE I J-L-- 24-1/5 10 60.0 60.0 30-1/3 t0 - - 60A BOA t 36-1/e 10 - - 60.0 60.0 SILL RISER ITEMS E8 OR E8.1 ARE REOUIRED FOR LOADS 42-1/8 102 to Mo 60.0 ABOVE +60.0 PSF ONLY. 48-1/3 10 - - 60.0 Bao IIV7'66IUw 54-1/8 9 54.4 54.4 T/0�. wrm BE". 24-1/3 ps - - 60.0 60.0 >appicT� 30-1/6 60.0 eo.D NOTE: wawwbl6Enrtftfl I6 36-1/6 - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE bwanz4atw 42-1/8 103 - - 60A 80D BASED ON ASTM E1300-09 (3 SEC. GUSTS) ���i �t2U243' 43-1/8 - - 60.0 60.0 AND FLORIDA BUILDING COMMISSION 53-1/6 54.4 $4.4 DECLARATORY STATEMENT OCA05-DEC-219 24-1/5 to 60.0 BOA 36a Me S%* &K C40W so-1/3 10 - - 60.0 60.0 30-1/5 114 10 - - 60.0 60.0 \11111111�� 42-1/8 10 - 60.0 60.0 IRb: 48-1/6 9 - - 80.0 60.0 ON'..••••.N SENTINEL 150 ALUM SLIDING GLASS DOOR(LM.1.) AGK Impact Resialaltt 24-1/5 10 - - 60.0 60.0 ® &Boots : Q-:• •,.�i 30-1/e 10 - - 80.0 60.0 OourPhere Oah: N0.58705 36-1/8 120 10 - - 60.0 60.0mo�.tuu cw.4 si.na,n uru 42-7/6 10 - - GLASS CAPACITY CHARTS 6122/19 60.0 80.0 rrn nrru.wl I r...uaeu uu 48-1/6 9 - - 60.0 80.0 Ravieion: Rn.thy. Rev.Dob. PREPARED BY LYNN MILLER`� ••, 23 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL34275 %��` '• ATE F •' �� (941)480-1600 i��•(1•'•.ZORIDP,.•'G\C��� Senm/YoON: Seale sheet: Orar(nP No. RerRuo i1s6o Wvts 'V�s/ANAL EN���• SGD-150LMI N.T.S. 13 of 28 SGD153LMI-NOA 0 AUFW1MMSERVED �r�lllllt\1\\ CERT.OF AUTH,829298 A LYNN MILLER,P.E. RES 587D5 3/16'ANN. CLASS 3/16'ANN. CLASS 3/16'HEAT STREN'D GLASS 3/16'HEAT STREWD GLASS 075'Interlayer 075'Interlayer Saflex CP With PET Core Saflex CP With PET Core afle Inter) 07lex CP OR'Eastman Chemical Co. By'Eastman Chemical Co. By'E CP n C PET Core By 'E CP With PET Core OR BY'Eastman Chemical Co.' By Eastman Chemical Co.' OR OR 090'Interlayer 090'Interlayer Saflex Clear And Color Glass Soflex Clear And Color Gloss 090'Interlayer 090'Interloyer Eaetrnan Chemical Co.' BY 'Eastman Chemical Co.' Wax Clear And Color Glass Sallex Clear And Color Glass 8 0R• OR By'Eastman Chemical Co.' By'Eastman Chemical Co! OR Byentr Interlayer 3/8'AIR SPACE •090'Intoerlayer 090'Interlayer 3/8'AIR SPACE 090'Interlayer 'K Glas y Kur By'Kuraray America, Inc' By'Kuroray America, Inc.' By'KGlae By 'KGlw OR OR R'Kuroray America, Ina' OR Kuroray America, Inc.' 090'Interlayer 3/16'TEMP.GLASS 090"Interlayer 090'Interlayer 3/18'TEMP.CLASS 090'.Interlayer Troeifol PVB Troaifol PVB Trosifol PVB Trosifol PVB By'Kuroray America.Inc.' By'Kuroroy Americo,Inc.' By'Kuraray,America, Inc.' By'Kurcray America,Inc.' 3/16'HEAT STREN'O GLASS 3/16'HEAT STREWD GLASS 3/16'HEAT,SIRFN'D GLASS 3/16'HEAT STREN'D GLASS (SILICON 1200 GE SCS 1200 SILICONE SILICONE SCSDOW CORNING 099 DOW CORNING 899 DOW CORNIGE SCS NG I 899 DOW CORNGE SCS ING 899 DOW CORNING 995 i m DOW CORNING 995 m = DOW CORNING 983 DOW CORNING 983 DOW CORNING 995 t DOW CORN NO 993 = DOW CORNING 983 DOW CORNING 963 XL EDGE SPACER XL EDGE SPACER O M7 ML ST.STEEL BY'CARDINAL! cs Mf \u M1 ST. STEL BY'CARDINAL' rl n OR SETTING BLOCKS nOR DURASEAL BY'QUANDC AT 1/4 POINTS ON LRES DURASEAL BY'pl1M1EX' OR WIDER THAN 36' OR O SETTING BLOCKPOINTS ON LYES Oy IX SUPER SPACER BY'QUANEX' O DEPDM UROMETER 85fS O SUPER SPACER BY'OUANEX' AT 1 WIDER THAN 36' PG 1 SETTING BLACKS r04 r DU8533 1 AT 1/4 POINTS ALL SIZES EsT 1 r 1141 AT 1/4 POINTS ALL SIZES Wx DM DUROMETER 8535 EPDMDUROMETER 85*5 GLASS TYPE 'A' GLASS TYPE 'Al' GAS TYM 'H• GLASS TYPE 'H1' 7/16'OVERALL LAM.CLASS 1'OVERALL INSUL LAM.GLASS 7/16'OVQiALL LAM.GLASS 1'OVERALL INSUL LAM.GLASS GLAZING OPTIONS �sLotaut:rsr;vwr• r oonpylsa o11fYY83itIM gni e&MoJ1-0403.03 Espleidw Qafe IMA vli,dr etc 1111111 Trw: Dra. W. N` NY LYNN ''•,, SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Imp ResislaM `��`C�`O'LLCENS''�/� w12dow6 b 000Tt Q�.•'' F Dob wEllpram91, No.58705 522119 ern r..raa.manwr,nsm.—*: *! GLAZING DETAILS r.1,sre.1muee I r..:au u.nu Rewion: Rev.9Y: Pon.Oct.. PREPARED BY LYNN MILLER t/l 151, rAiTE%o f1070TECHNOLOGY DRNE -O . 1 ;'•((� ORIGINAL ISSUE N.VENICE•FL34275 I Xt '•.• SCI (941 480.1800 �i Ch`sjetORtOP.•••'\2�� Serin/kodel: Stub No. ReY: cavaRiao 9s000Rs •�' S�O•••....•E�G`�\ SGD150LM1 N.T.S. 14 ov 26 SGD750LMI-NDA 0 AULaicHTSREseaysa 11NAL1111`` CERT.OF ALJTH./29286 A LYNN MILER,P.E. P.E068706 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL.ANCHORS 3 KSI IN CLUSTERS 25Y WOOD BUCKS IN CLUSTERS IN CLUSTERS TYPICAL ANCHORS CONCRETE AT MTG, STILE SEE NOTE SHEET 1 AT MTG. STILE IN CLUSTERS •&INTF,RLOCK,ENDS &INTERLOCK ENDS AT ATG.SMLE METAL STRUCTURES °• SEE CHART•• 3 KSI SEE CHART /BY WOOD BUCKS &INTERLOCK ENDS AT MTG. STILE SkE SPEC BELOW �E �}• . QUIU4TIIl�S CONCRETE FOR Q1IANTTTIES SEE NOTE SHEET 1 SFS CHART &INTERLOCK ENDS FOR QUANTITIES SEE CHART EDB 'aST •• 'j'g/A3 KSI • FOR QUANTITIES 5 l9Gt'D)•;• °J 5%8' ; ,' ONCCRETE �E 3 5/8' Ij DIST. FX7T�ffl 0 7 s FW o u ANCHOR TYPE A m- m N to ANCHOR TYPE A � � ANCHOR TYPE B iv ?zi ANCHOR TYPE C INTO 28Y WOOD BUCKS \ THRU 1BY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES o OR WOOD STRUCTURES 9 INTO 3 KSI CONCRETE ligOR APPROVED MULLIONS ' DRBTGN TOAD CABACITY-PB!(ANCHORS) WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO �eD�� ( eNCH) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH (1tYP8 Sr B Y C) CUJ a2) TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. Dorm= AT ctICTER AT TYPICAL ANCHORS: SEE ELEV.FOR SPACING St¢FJOaEnOt3(5105 st6T/INRinoac DOS MOIL DOOR ♦ e e s e c AT READ- ATJAI®�- • pANEy WpM FXT.(+ EXT.(+)EXT.(+) DIT.(+) Drt.(+ E,1r(+) E'A'- i/4'X 3-1/4' ILTRACON BY'ELGO' (Fu-177 Ksf,Fy-I5a KSI) E 'A'- 1/4' aA. Ln TR?CHIN BY'ELCO' (Fu-t77 K54 Fy-155� INTO CONCRETE OR MASONRY a 2-1/2'MIN. 41-® WQ INr.(-I Ort.- m4-- ert.(- ert.(-) INT-(-). .. INTO WOOD STRUCTURE- 1'MW. 24-1/8 90.0 - - 80.0 - - THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURE 3/4'MIN. 30-1/n no.o - - a0.0 - - 1-1/4'MIN. EMBED INTO CONCRETE II 1-1/2'MIN. PENETRATION INTO WOOD WOOD AT HEAD OR JAMBS SG-0.55 MIN. x-1/8 aao - - 762 BD.o - THRU 28Y BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY CONCRETE a WAD,SILL OR JAMBS fe- 3000 PSI MIN. 42-1/8 ez 7z.4 80.0 -. 60.7 80.0 - I 1/2-MIN. EMBED INTO CONCRETE II 1-1/4-MIN. EMBED INTO CONC. OR MASONRY I C-90 HOLLOW/RLLED BLOCK AT JAMBS Cm -2000 PSI MIN. 48-1/a 08.8 80.0 - 63.4 50.0 - . TYPE 'B'- 1/4 24-1/8 80.0 - -X 3-1/4- ULMOON BY'ELCO'(Fw177 KSI,FI-I55 M)'I••TYPE 'B'- ,114-DLA. UITRACON BY'ELCO� (Fw177 K9,FY-155 KSI) 24-1/6 82.0 71.1 - 59.5 7- DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY 71.1 I II- solo - #FAHUC[11h1� so-t/e 50.0 - - eoA - - 2' MIN. EMBED 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 1r4�t�s,rWt�TtME4i► 35-1/8 75. 10 716 $00- . . as 8 80I TYPE 'C'- 1/4'DLA. SELF DRILLING SCREWS (GRADE 5 CAS) Ii TYPE'C'- 1/4'OLA. SELF DRILLNG SCREWS (GRADE 5 CRS) 59. 80.0 I +mLC6d. 42-1/8 87.0 ao.0 - - Aee4�aece (( -p 4a-t/e s2.3 eo10 - se.,1 sola eo.0 INTO MIAMI-DARE COUNTY APPROVED MULLIONS INTO MIAMI-RADE COUNTY APPROVED MUWONS 54-1/9 55.4 71.1 1 71.1 35.3 71.1 71.1 I OR II OR 24-,/8 eo.o - - 90.0 - - INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES(HEAD/SILL/JAMBS) � '•"J.^ 30-1/6 79.7 w.o - 7a.e eo.o - I (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE (I (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE 36-1/a 90 692 ao.o - 65.6 50.0 - ALUMINUM: 1/8"THK. MIN. (6083-T5 MIN.) ALUMINUM: 1/8'THK. MIN. (6053-T5 MIN.) SILL RISERS 4z-1/8 eta tto10 - x.7 ao.o 60.0 STEEL: 1/8'THK. MIN. (Fy - 38 KSI MIN.) STEEL 1/8'THK. MIN.(Fy - 36 KSI MIN.) SEE SHEETS 14, 15, 17& 18 FOR OPTIONAL.SILL DETAILS 4a-1/e 56.7 50.0 50.0 83.7 80.0 80.0 II (STEEL IN COWACT WH ALUMINUM TO BE PLAYED OR PAINTED) II (STEEL IN CONTACT Wit ALUMINUM TO 9E PIA77 OR PARJI0) AND SHEET 13 FOR CAPACITY 24-1/8 e0.o - - 60.0 - _ L-..-.-. - . -.-. -.- . - .-.-.J . 24- 73 a eo.o - 69.9 90.o - - -' - -AT SM - - - ,3 36-1/8 1ta es.9 00.0 - 60.a 90.0 - i TYPE 'B2'-�/4" DIA ULTRACON BY 'ELCO' (Fu-t77 KsL Fy-1ss KSI &H+�� ANCHOR TYPE B z ANCHOR TYPE B a2-1/6 s7.o ao.0 ao.0 54.0 80.0 80.0 DIRECTLY INTO CONCRETE �_MEH H STRENGTH GROUT DIRECTLY INTO 3 KSI CONCRETE �m� DIRECTLY INTO 3 K51 CONCRETE 4e-1/6 51.9 77.9 80.0 49.3 73.9 90.0 1-3/4' MIN. EMBED INTO CONCRETE Ye-5000 PSI MIN. a 24-,/9 6010 - - 6010 - - L• - •-•-•-•- •-•-.-•-. -. NOT BY C.0.1. t 30-1/S 60.0 - - 60.0 - - MUST TRANSFER SHEAR O : •. 36-t/e 59.3 60.0 60.0 562 60.0 60.0 NOTE: LOADS 10 STRUCTURE .:::: •° 4z-t/a 102 52.7 6010 eoA solo 60.0 60.0 ANCHOR CAPACITIES LISTED ON THIS ... t':. ::::::::::::...::.. . 48-1/9 a.9 ao.o 60.0 45.5 e0.0 60.0 SHEET TO BE USED IN CONJUNCTION ::::. CAL WITH GLASS CHARTS ON SHEET 13 ' ANCHORS' 54-1/0 44.3 54.4 SC4 42.0 54.4 S4.4 °•••3.5/8,' IN CLUSTERS' , zrt/e ao.0 - - ao.o - - LOWER APPLICABLE VALUES CONTROL AT 30-1/0 60.a - - 6010 - - = 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ••••• &INTERLOCK FINDS SEE CHART 36-1/a toe 55.3 eo.o e0.o az.s w.o w.0 a TO 2 MID 4 TRACK FRAMES. QUANTITIES 42-1/a 48.1 60.0 80.0 4a6 ao.o ao.o PLEASE SEE FOLLOWING SHEETS FOR DETAILS. R11a: Dro.O �`�pN`�LYNN 77�i 48-1/a 44.0 eo.o 8010 42. 60.0 60.0 d RBsbbnl 84-1/6 415 64.4 s4 4 39.8 84.4 54.4 SENTINEL 150 ALUM SLIDING GLASS DOOR(LM I. AGK ® INiD110Ws b Doors Y,LCENSF•••l�F 24-1/a 50.0 60.0 - - 0°tr: - P=• '• ' 30-1/9 60.0 - 1 872 80.0 60.0 No.58705 ANCHOR LOAD CHART/ANCHOR DETAILS T.057 M W.tuu u..a .sm.mm 7k j se-1/e tt4 5t.9 aoA 60.0 492 eo.a sola 5)22!19 nn tw...wo I IN.,a4..ea4u1_ 42-1/a I5A 60.0 sao 43.6 60.0 60.0 PREPARED 8Y LYNN MILLER Fa-"O z LINK IXT.(+)LOADS TO 60.0 PSF FOR DOORS R0"' Rw.W. Rm.iMta b-t/8 N.9 60.0 60.0 39.4 59.1 60.0 7070 TECHNOLOGY ORAE %'A 1I24-7/0 a0A - - 60.0 - - FW/0 RUNFORCING ALL SIZES ORIGINAL ISSUE N.VENICE•FL 34275 �O�•. �ms F (V�� 3o-t/a sols eoA eao s4.o ao.o w.o 5 IDAR EXT.(+)LOADS TO 80.0 PSF FOR DOORS (941)4t1P1800 i��s••,F(pRIDP•••'G\�`� DOORS /ONAL 38-1/8 120 48.6 60.0 60.0 46.3 50.0 60.0 Q W/RE1W.UPTO 96 IN.HT. gK h S�9(�; SMI: JOSGDISOLMI-NOA r kv No. Rer. [OPrw0K10 M19 (�� 42-1/6 43.1 eD.O 60.0 40.9 50.0 6010 13E5` w gaNF. 96 IN.�iTT.UPPTO 1 SF o SOD-150 LMI N.T.S. 15 DF 28 0 CERT.a ALTTH.s2azw A.LYNN MY 1 FF(, �!`tP Ea 597os 481/e x.o sew eao x.9 85.4 60.0 SEE SHEET 15 FOR ANCHORS = EDGE DIST. 3 5/6" EDGE EDGE DIST. 3 5/6" EDGE DIST. 3 5/6" oLsr_. 1v "�' ai H �•' ��i •ai• ��•.,:ad I '�'• •I A••.;:ai I ,a,• .I WEEP SIZE 1/4" X 1/8" �gg - 3 REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. 7 OPTIONAL SLANT SILL ADAPTORS m m m m m m DECORATIVE SILL COVFR OPTIONAL v a ' x o iI n cl c a Q � J 25 SILL RISER POURED do HARDENED I EB. REABOYE FOR APSF SM t HIGH STRENGTH GROUT II NON—SHRINK,NON—METALLIC 'I SILL RISER Pe I MOOD PSI MIN. ABOVE FOR LOADS NOT T CGI WINDOWS ABOVE+60 PSF y o MUST TRANSFER SHEAR E7 LOADS TO STRUCTURE u 1 O (I O ® O O O (II t Ns= IJ a �^ MKOUCfEEVIft •: ......... ..• .... � sar�Ryw�u nervwYtp \F9 .'i ...• .Y I m • J ' N 13 KSI CONC. '• .Y '�• , 3•KSI CONC.. I EDGE'iNST.•' 3 5/1,,'• EDGE'DLSf.••' •3 5/9.'• FDGE'Di51'.••' '3 5/9', Hoiult SEE SHEET 15 FOR ANCHORS PusSE AG ®Impact Rests M �� �010Y LYNN���•� SENTINEL 150 ALUM SLIDING GLASS DOOR(L M.I.) w[TtdOWle a DwTa :�_ ' 10EN4k •��� Dae.: um51111mm THREE (3) TRACK DOOR DETAILS vua,No.D.a,u.ws _*r No.68�05 3-TRACK DOOR DETAILS 5122119 m,Ya..a.nn I fw N�•,eana_— Rrviskn: R—W. Ray.Date PREPARED BY LYNN mu.E R N.VENICE, TECHNOLOGY DRNE Val ORIGINAL ISSUE N.VESNICE,FL34275 �0 ., lv� 897)46-1600 i �'••.;°LORIOP.•''•\�� snlm/eadaL• Scall. ShnG• 17,D.inp No. R— aCw+NDo ff0 2019 SGO.150LMfBI N.T.S. 1S OF 28 SGD15OLMI-NOA 0 ALLRCHD "NA! AL E�.E.iH 6 J5 CERT.OF AUTH.i262f18 A.LYNN MS I F�3�!L.j 1 6705 TYPICAL ANCHORS PANEL WIDTH SEE ELEV. FOR SPACING 1/2'MAX. © E6 D.L.O. O REINF.AS SEE CHART RON HO O LOAD BEARING ISA SHEET 13 FOR CAPACITY SHIM M 1 E3 1 1Ty zo z yv� — —— — — z. — — — Q t t t QO OO O O O O O M14A M16A - - E27 7 E4 1 D.L D.L.OPG. 1 EXTERIOR NOM. PANEL WIDTH I PANEL WIDTH LOCK STILE INTFRI MK INTERI MK (REINFORCED) DOOR FRAME WIDTH (REINFORCED) #10 X 1-1/4'SS PH SMS 1 PER CLIP 1X6 OR LARGER O 3 PER PANEL WOOD BUCKS AT 18'FROM EACH END M2 1/4'MAX. OO AT MIDSPAN LOAD BEARING METAL O L #B% 3 'SS FH SMS SHIM STRUCTURE PANEL WIDTH 1 PER CUP 7/2'MAX. 1/2'MAX. LOAD BEARING SHIMF D.LO. LDPDSHHEARING —IM TYPICAL ANCHORS SEE ELEV. = FOR SPACING TYPICAL ANCHORS '$`' TYPICAL ANCHORS SEE ELEV. •'.• SEE ELEV. 4[tDMXlr�Yl�JP FOR SPACING FOR SPACING :.'4 0 41�KMXS.R�d�elCwMd - - DOOR FRAME WIDTH _I FIXED PANEL �• 111111111 �:.. 8 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.1. AGK ®Impact Resistant `.` � DDrs Q�? .1cEn'SF'•�1e�� EXTERIOR o s oma: -*; No.58705 DOOR FRAME WIDTH 5/22119 nu 9.114 M—%M.W0,nr.m._ 3-TRACK DOOR DETAILS T.a raerr.mr I r-—.•nan_ DOOR FRAME WIDTH PREPARED BY LYNN MILLER /m.- OR LARGER WOOD BUCK Rwiskn: Rrr.Ey. Rev.DoN: 1070 TECHNOLOGY DRIVE -� ••• VT�AT:E I STRUCTURE ORIGINAL ISSUE N.VENICE,FL34275 �O.c�''• P woo0 (047)480-1800 i� S1 ..GRID G\`� THREE (3)—TRACK DOOR DETAILS se�•/u.a•o- �"i7° c a +se 2019 S ONAL E , SGD150LMI N.T.S. 17 OF 28 SGD150LMI-NOA p ALLacNrarsesEnvm ���1�1111171t1` CERT.OF AUTH.#29298 0.LYNN MU-ER,P.E. P.EA 58705 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS EDGE DIST. 1 3/4' EDGE DISI. 1 3/4' WEEP SIZE 1/4' x 1/8' s REFER TO SHEET 15 FOR.VARIOUS INSTALLATION CONDITIONS ,y a,: I'; 13 KSI CANC. ";• y a. I'• I 3 KSI CONC. � o - o E3 OPTIONAL SLANT SUL ADAPTORS 2 M11 1 i Al 136 ce DECORATIVE SILL COVER OPTIONAL II IR .2 O w d1 x w = o d J J C a v 0 g S WW POURED&HARDENED HIGH STRENGTH GROUT SILL ER SOL RISER NON—SHRINK,HON N. C �f.y OPTIONAL FOR LOADS fc 5000 PSI MIN. EB REO FOR LOADS AB NOT BY CGI WMDOWS T +60 PSF OYE i80 PSF M3 LOADSTTO�y�UCTURER I\ll rti II B1 �1 O I ' O 1 I II Ei �3 x 2 N 41L/DIICI'�Sy • II w��yk��11ta1 NefIMEb gi. 4- �, '..I.' I'. J e M°No �d6P3.03 ........... .... 1 E>«IrarJr•lrile 20 ••, .•.i I,..• . I. 3 KSI CONIC15 \ �•�', '�; ;�'I..`••. + I 3 KSI CONC. . Sr•— _ .EDGE DIST'. 1:3%4'• EDGE DIST. '1.3/4' � SEE SHEET 15 FOR ANCHORS Sff SHOT 15 FOR ANCHORS ,111111171/ TYPO (2� TRACK DOOR DETAILS R,yW. Dm.n ®Im R�ktaTrt `�.�`�oN ......... N,tj�'�,� SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Windon 3 � ,. '�10ENSF'•.1�� Dole: �'��� *; No.58705 5122/19 MM W.1$-9..a,ew..a nmM= 2 TRACK DOOR DETAILS 11e IM.M►aM I fm Msen.Mn � Q Revieien: Ra•,gy; RN poo; PREPARED BY LYNN MILLER J} Z I 1070 TECHNOLOGY DRIVE Q S AT: p ORIGINAL ISSUE N.VENICE,Fl.34276 �'n I Serias/YodsC S-4: Shoef: Daan7p No. 2m: 841 COFMGHfo MIS 8G.11600 ��� s�'�ORIDP,.�`C - �C��� i S ` CC4 WNWDOM %0 SGD-150 LMI N.T.S. 18 OF 28 SGD15DLMI-NOA 0 mW CERT.OF ALTRI.SM96 A LYNN MILLER,P.E P.E958705• TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH 1/2'MAX. 11' PANEL WIDTH I P LOAD BEARING X S5 PH SMS SHI G 1 PER CLIP O D.PANEL J MPape X 3/4'SS FH SMS D.L.O. 1 PER CUP 1 ES � z 8'0 — -- — --- _ — O O �• - ' 'a . ; E4 ASTRAGA �• DLO. INTE'RL DC FlXED PANEL (REINFORCED) E]CPERIOR NOM. PANEL WIDTH DOOR FRAME WIDTH IBY SEE NOTED SBUCKSHEET 1 �-� $S 1/4'MAX. X10%1-1/4'I PER CUP BEARING METAL 1/2'MAX. UO TYPICAL ANCHORS STRUCTURE LOAD BEARING SEE pFy, /B X 3/4'S5 FH SMS 1/2'MAX. SHIM -FOR SPACNG 1 PER CUP . LOAD BEARING K 1 TYPICAL ANCHORS SHIM PANEL WIDTH SEE ELEV. II FOR SPACING D.LO. TYPICAL RS if 1111 FOR SPACI weowxrl�vtw>o r C—Pwft rp►utt7MW 'lorkma1¢e.Ca I .o a •03 C. W EXT. DOOR FRAME WIDTH tffi`aW G - 7 O EXTERIOR DOOR FRAME WIDTH Fl%ED PANEL T9P0 (2) TRACK DOOR DETAILS ,111 111 Tarr. IMvm E>r `�•� �t V LYA�/� ''•,, DOOR FRAME WIDTH AGK Impact Resistant :� .��.••"' 4f SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) WInd011t 6 0001E ` LICENSE •,!! 28Y WOOD.BUCK : �� WOOD STRUCTURE b/22M9 r.::aear3.reu I rn:ur.ra.ror:— * NO.56705 2-TRACK DOOR DETAILS ����4 163.6"1 .:U n rw:r — SEE NOTE SHEEP t Rev.W. Rev.Doll, PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE �7 ORIGINAL ISSUE N.VENICE,FL 34275 " iP'•. TME F ; lV` (941 480.1600 i� 4ORIDP,.•' \_� Srdrr/Yeerl: scar: sheet D—Im No. Rev. CDI O oRs /��SS' /0••••• �NCj��� SGT 150LMI N.T.S. 19 aF 28 SGD153LMI-NOA 0 " RCMPESER'!ED �i,, Atj1T11 CERT.OF AUTH,(29298 A LYNN MB1ENR,f�.E. P.E.058705 SEE SHEET 15 FOR ANCHORS - _z EDGE DIST. 3 5/8' EDGE EDGE OIST 3 5/8' EDGE DIST. 3 5/6' REFER TO SHEEP 15 FOR VARIOUS s DISI. : j a;• •+a 1 I INSTALLATION CONDITIONS Mai :�' f a:. a• i 1 �9 AJ• J WEEP SIZE 1/4" X 1/8- M11 (� 1 0AWLv m E m m m m m OPTIONAL SLANT SILL ADAPTORS a DECORATIVE 0 SILL COVER � y OPiIONAI E3 Wy II d I u a ,fit It I I , n§VE RISER FOR LOADS POURED do HARDENED t +80PSF HIGH GROUT NON SHRIW,NON-METALLIC SILL RISERPc m 5000 PSI MIN. E8 REOD. FOR Lill NOT BY CCI PANOOWS ABOVE+60 PSF r5 II MUST TRANSFER SHEAR t7 LOADS TO STRUCTURE �� 1 m mJLL— � 1 � I o o ® o o u\i = J �ro,T,crrtevwy N �N • WON" M�®b ......... .... ..... • ...... ......... ... .... ..... ... ..... A�nptaa NO -OLD .O-5 Vale ..:::.::: " ' •'� '.a t .... ,J' . . •�. J' ..;„ ,. :. .. iYtb radatC�sYel •. ''y. :a I •• .'a :n. T 3 KSI CONC. 3 5 ar I 3 KSI CONC. EDGE DIST..: 3 5/9EDGE•015T. ••3 5/B'• EDGE DIST. •y /B,"..• ' `j 11,IIIIII/�� SEE SHEET 15 FOR ANCHORS FOUR (4.) TRACK DOOR DETAILS vro.� \` 0 Impast fl8ststaM C� SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® �,CENSF (( WIT*Wg&Doors oacrtpum Dab: No.58705 2/19 4-TRACK DOOR DETAILS 512m:u■.uuru 1 ru:�a.enurt Reriebn: Rev. W. Rev.Mr. PREPARED BY LYNN Mill Ow" ,070 TECHN0L0OY DRIVE Q ;•!(�\ ORIGINAL ISSUE N.VENICE,FL 34276 ����(''• 'Q<ORIDP.•'" All (941)480.1800 'ass••40RI.•' s.b./uoeer. s�o a se.ee: ma.tno Na Rar co x 61Doo'ars ���r SOI IVAL tE SGD 150 LM1 N.T.S. 20 of 28 SGDISOLMI NOA 0 fill"LL"°"'g"EEs"moo CERT.OF AUTH.0299 A LYNN MILLER,P.E. P.E.R 58705 TYPICAL ANCHORS SEE ELEV.SPACI FOR NG PANEL WIDTH 1/2 MAX. Cit EG LOAD BEARING SHIM M15A 1 D.L.O. 1 ----------------- Wft coo ' 1 �•��• -- - +iroautr $a� �a.rbks Oro L2 ' oda� oGe3•e3 1/2 MAX. m LOAD BEARING 010 X 1-1/4'SS PH SMS At 1 1 O SHIM 1 PER CLIP N •�•' 3 PER PANEL MI4A M1811 TYPICAL ANCHORS AT 18'FROM EACH END M2 g�pFy, AND AT MIDSPAN 1/4'MAX. FOR SPACING f8 X 3/4'SS FH SMS LOAD BEARING METAL •'.. 1 PER CLT' SHIM STRUCTURE ' 1/4'MAX. Z1X8OR LOADS�FMA>vNGMMETAL TURF TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIORTYPICAL ANCHORS SEE ELEV. DOOR FRAME WIDTH FOR SPACING LARGER WOOD BUCKS 1/2'MAX. LOAD BEARING Z.••;•�• 8 N SHIM e. N EXTERIOR s TYPCAL ANCHORS SEF ELEV. FOR SPACING DOOR FRAME WIDTH I n EXTERIOR EXTERIOR DOORFRAME WIDTH m TWE N \\1111111 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ImpactIct Neshdol LYNN WkldOrl:6Doom .�Z,• \\CENS�'•.���� Date.. qIV No.58705 Ins W.1"m ft—t.nada.n UmB 4-TRACK DOOR DETAILS SKM19 m,5"Ass.asa 1 F-aa.•n.nn — 2X8 OR LARGER WOOD BUCK FOUR (4) TRACK DOOR DETAILS R RxPREPARED BY LYNN MILLER OR �etore Rer.W. ov.Dab: 1070 TECHNOLOGY DRIVET S 1 :•1C/ �••' 7A�TE F WOOD STRUCTURE ORIGINAL ISSUE N.VENICE,FL34275 (941)480-1 �i(� FLORIDA.•'• \?� S.4s'luadoL• Soda: Shpt Dra�Iap No. R—,, ca povmge 20ooaas NAL SGD-150LMI N.T.S. 21 OF 28 SGD15OLMI-NOA 0 " D 1111111\\\ CERT.OF AUTH.6262296 A LYNN MILLER,PZ P.E.S 58705 $10-16 X 1/2• . HH SELF DRILLING SCREWS AT 6'FROM ENDS& 12.O.C. 90•CORNER ©135'CORNER o /10-24 X 1/2• M10-24 X 1/2' I FH THREAD CUTTING SCREWS FH THREAD CUTTING SCREWS 1 c p AT 6'FROM ENDS& 12.O.C. AT 6•FROM ENDS & 12'O.C. � d � a w O� 2 � EXTERIOR EXTERIOR D.L.OPG. PANEL WIDTH PANEL WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH /10-16 X 1/2• DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY HH SELF DRILLING SCREWS AT 6'FROM ENDS& 12.O.C. 1 3/4 3 5/8• 3 5/6• 0 (4)ANCHORS ,Jr. Aj\�' hh`0 (4)ANCHORS oftwC[YEVNM kwLasowo vYY tht Plant 6 6 Amr4dw Da 14�A60 K�3 6• � 8• EtiGrl4p Q�fe (6)ANCHORS �{�. (6)ANCHORS •`-^" T 4,63 B 3' 3�p. L 8. 3. C/ilYd _6 J ' (8)ANCHORS A• (8)ANCHORS } ttl(LYi /1! 3_ 3, iL m1.: er• •� N .....N4� 6, 6, 1fl8iIS1i01 O'••• SENTINEL 150 ALUM SLIDING GLASS DOOR LM.1.) AGK mow=. ����' ttOENsg' TWD(j)TRACK THRER(31 tRAC f FOUR!�TRACK TWO [2T TRACK (31 TRAGIC FOURR_(41 TRACK ( 00� owwobmw OWN: _ No.58705 5122!19 »ua wu�w.4..ma.rtam CORNER DETAILS m:w.en.na I PREPARED BY LYNN MILLER '• rTTK701� R.vf.k&- Rw.6y. Rev.Dow1070 TECHNOLOGY DRIVE O ORIGINAL ISSUE VE %�'��.s••.F<OR1DP.•'`�\��: srd�/MahL• smlxShpt: Orvdrp Na. LO 0 tD:e NALSGD•150LM1 N.T.S. 22 OF 28 SGDISOLMI-NOA "i1aaxrsaesep !!!l11111Itttt CERT.OF AUTH.029M A.LYNN MILLER,P.E. P.Ei 58705 TYPICAL ANCHORS TYPE A 8 OR C AT 6' FROM ENDS AND 91 O.C. INTO vtow/ccm/mmi- 1-1/8'MIN. 6'D.C.INTO BLOCK ONLY WOOD EMBED IN.BLOCEMBED TYPICAL PAD PILE INSTALLATION LOCATION SEALAIfr ST. I, : :MIN.CONC.K EMBED 1/8'MIN. METAL THICKNESS EXTERIOR MOUNrEDx CONC. i �j / BLOCK POCKETED JAMB '. WOD ME114 am =Hopi EXTERIOR TYPICAL AT PANEL 4 CORNERS POCKET CAVITY NOT BY CC4-/ NOT PART OF THIS NOA TO BE REVIEWED BY AHJ DOOR FRAME WIDTH NOM. PANEL WIDTH ...... ..... .............. ............ .............. ....... ..... 0 I-0 ..... ...... ...... ......... EXTERIOR ............ SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ftsww Dmcn�bm Z* No.5870 DETAILS 5=19 n040.10401".1.Vm.x n MIN I al"ma."I "o PREPARED BY LYNN MILLER 4(j R.,Wm. R-.W. Ram.D.*, 1070TECHNOLOGYDRrVE z s ORIGINAL ISSUE N.VENICE,FL 34275 s (941)480-16M Gl%PJCNWWMRO EZRDVIDED ' A L, SGO-160LVI N.T.S.N.T.S23 OF 28 SGD15OLMI-NOA AM &WM CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.Ej#58705 CODE PNCC Na. DESCRIPTION N6:0�63-T6 MANCE. BENARY9 CODE PART No. DESCRIPTION MATERM MANOR. REKARB.S E1 CGI-183 FRAME SILL 2 TRACK CCI EXTRUDER - M2 CGI-171C FIXED PANEL CUP(2-1/2'LONG) 6083-T5 - 3 O FOLD PANEL E2 CGI-151 FRAME JAMB 2 TRACK CGI EXTRUDER - M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FOXED PANEL E3 CGI-186 FRAME HEAD 2 TRACK CGI EXTRUDER - MID CGI-176 FRAME HEAD ANTIUFT&PAD PIE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. E4 CGI-153 EXTERIOR INTERLOCK CGI EXTRUDER - Mil W2320ING PILE WITH CENTERFIN WOOL ULTRAFAB OR EQUN. - E5 CGI-154 INTE AOR INTERLOCK CGI EXTRUDER U12 - BOTTOM RAIL STIFFENER, 1'LCN%2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTRIM RAI.E6 CGI-155 MAIN STILE CGI EXTRUDER - M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL E7 CGI-158 TOP&BOTTOM HORR 6063-TS CGI EXTRUDER M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL E8 CGI-157 SILT.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 MI6A E9 CGI-158 INTERIOR TRACK ASTRATAL 6063-T6 CGI EXTRUDER - MIS SGD-507 KEEPER ZINC SULLIVAN NST.W/2/10X3/4'PH CIO CGI-159 INTERLOCK REINFORCING(LENGTH -FRAME ITT.-87 6063-TB CGI EXTRUDER - M15A SGD-507N KEEPER ZINC INTERLOCKS INST.W/2(10X3/4'PH E11 CGI-182 FRAME SILL 3 TRACK 6063-T8 CGI EXTRUDER - MIS SGD-503 RECESSED ADAPTOR LNC SULLIVAN INST.W/2 010X3/4'FH E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CC EXTRUDER - M16A PSO1-0036-117 RECESSED ADAPTOR LNC INTERLOCKS INST.W/2/10X3/4'FH E13 CC-185 FRAME HEAD 3 TRACK 6063-T6 CC EXTRUDER - M17 SGD-5500 HANDLE SET ZINC SULWANANIERLOCKS - E14 CGI-168 OUTER TRACK ASTRAGAL. 6083-T8 CC EXTRUDER - MIS SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - E15 CGI-170 POCKET HOOK 6063-15 CC E XTIMER M19 SC52000 SXLPRUF SEALANT SILICONE GE - EIS CC-121 7/18'GLASS GLAZING BEAD 6083-T5 CC EXTRUDER - M20 CC-177 PANEL TOP&BOTTOM DUST PILE WOOL/PVG SULLIVAN OR EQUIV. 4 PER PANEL L17 CGI-123 1'GLASS GLAZING BEAD 6063-T5 CC EXTRUDER M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. i PER INTERLOCK/ASTRAGAL. EIB CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER M22 WS-201 SILL NTERLDCK PILE PAD WOOL ULTRAFAB OR EOLIN. E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-TS CGI EKTIMER M23 HD-12-1D042 .350•REACH POCKET SEAL - AMESBURY - E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - S2 - 010 X 1 1/4'I.G.PHIL PH.SMS. ST/ST.ASY.SCREW - - 2 OR 3 PER CORNER E21 CGI-1564 TOP&BOTTOM HORIZ (OPTIONAL) 6063-TB CGI EXTRUDER EY2 CC-158A ASTRAGAL (OPTIONAL) 6063-T6 CC DMDER E23 CGI-1664 OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-Te CGI EXTRUDER SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS E24 CCI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CC EXTRUDER - E25 CGI-184 2.3&4 TRACK FRAME SIL SCREW COVER 6063-T6 CGI EXTRUDER - TWO POINT LOCK BY ' ORT OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40' FROOMM BOTTOM E26 OGI-187 2,3&4 TRACK FRAME HEAD SCREW COVER 6063-M CGI EXTRUDER - SS MORTISE LOCK (PARI /)SGD-500) (PS01-0036-117) E27 CCI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063-75 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PSO1-0036-117) E28 CGI-1028 FRAME HEAD 4 TRACK 6083-T6 CGI EXTRUDER - ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH)• E29 CGI-1029 FRAME SILL 4 TRACK 6063—T6 CCI EXTRUDER — ZINC KEEPER (PART JSGD-507) (PART #SGD-507N) E30 CC-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER E31 CGI-1057 FEMALE CORNER ADAPTOR(9P) 6063-T6 CGI EXTRUDER - DOUBLE LOCKS: REOD. AT 90' AND 135' CORNER PANELS ONLY ©2 CGI-1058 FEMME CORNER ADAPTOR(13s•) eOe3—T6 cq EXTRUDER — TWO POINT LOCKS LOCATED AT MAIN STILE AT 40'AND 78" FROM E33 CGI-1059 MALE CORNER ADAPTOR 8063-TB GGI EXTRUDER - BOTTOM Mi CGI-382V GLAZING BULB vim(ounmETER 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 °RODUCT➢E1(w" CONNECTING BAR (PART #HD-3310142) as-m*kg kkft d6 ZINC HANDLE SET AotaPfiaCode oN - L03.03 SECURED WITH (2) 6-32 X 1-1/2' OH MS �A/InlHrapM STEEL KEEPER (PART JHD-3310143) ! SECURED WITH (4) 10-24 X 1/2' PH THREAD FORMING SCREWS abrnrwrwLo�clewd u. 111111111/�� Tia: �ONA'f TN . /'�. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®(tTryat(He1 IsteN _�; LICENSE'•. WWII=&DoDtsDwcrfptbm- � Q; -.13Pat., * No.58705 5122!19 un W.!elm Tma.T�n nm = BILL OF MATERIALS TO wam.nN I T...-ft- nn _ RwW..: Rev.OrRev.Dob: PREPARED BY LYNN MILLER ��•:"`�2� •Q: 1070 TECHNOLOGY DRIVE 0 �S'IIgTE ORIGINAL ISSUE N.VENICE,FL 34275 (941)480.1800 �i�C�s''•:cCORIOP..•'G�C�`` senee/Moa r sena: 1$h eel I& I` C DONS0RVOER ''i D5 ZONAL Le%�`� SGD-150 LMI N.T.S. 24 OF 28 SGD15OLMI-NOA 0 CERT.OF AU7H.IRS296 A.LYNN MILLER,P.E. P.E.6 58705 4.735 5.921 1.340 1.340 q*�.117 .070 �T• I•^.675 �"• 120 -F •eso 1.2so .847 t,j�p .995 I .050 .975 .995 I ,050�5 3.255 1.184 1.184 F- 3255 4.250 4 .250 Q FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) 070 GLAZING BEAD GLAZING BEAD 070 IAM.GLASS INSUL LAM.GLASS .995 •�5 .075 ,075 I'� 1.186 ®, 070 2.600 070 2.6GG 0 TOP/BOTTOM HORIZ TOP/BOTTOM HORIZ (OPTIONAL) 3.000 .725 .065 .664 .080 1.831 3.000 ,640 .753 1.501 .995 ,070 r.070 4.735 5.921 ,125 Et FRAME SILL(2 TRACK) FRAME SILL (3 TRACK) 1.490 1,415 Y2 FIX. PANEL CVP 3000 1.490 1.415 .720 3.750 3.750 2.005 EXTERIOR INTERLOCK (OPTIONAL) 2.OG5 2.755 .070 1.366 •155 .125 Q MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) 2.755 .070 3.000 .125 3.000 1.610 1.870 .095 .995 3.510 O 095 3.572 SILL RISER (OPTIONAL) 1.870 1.610 1.415 1.600 1.870 .070 1.770 .0601.415 1.770 ,080 3.186 3.572 2.005 .070 .070 2.005 2.005 1.255 1.825 2005 O .582 INTERIOR INTERLOCK INTERIOR INTERLOCK (OPTIONAL) 7.255 1.186 E14 OUTER TRACK ASTRAGAL STILE Q INTERIOR TRACK ASTRAGAL STILE .995 2.120 ® 2.005 1.825 1 INTERIOR TRACK ASTRAGAL _ 125 1.501 .060 1.831 POCKET HOOK (OPTIONAL) rO >K Flattia 3.750 ® .12e 1.310 i .156 r.155 INTERLOCK REINFORCING 3.000 ~T�r E4 EXTERIOR INTERLOCK .070 .572 t\Il llll/ 3.510 .625 me Dra"W. �.` W(LYNy 747 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®ImPa�Aes�� �� �`�' - f'I YVi9d0ws a OGOrc ��� �1GENSF'•.��� 1.870 171C9Lmimu 7- _� Q•` 1.600 1.920 2591 �" 0aL0 No.58705 2.670 3.341 .062 EXTRUSIONS 5122119 tn,ua.ua.uq I r..:ur.ua,rar: 2005 LRwbbn: Rw.W. Rte••Ode: PREPARED BY LYNN MILLER '� � Q Q' 1070 TECHNOLOGY DRIVE ���'•. S ATE OF` ORIGINAL ISSUE N.VENICE,FL 34275 .� F 941 4817-1800 �, CORIOP•.•'• \�� .825 �s .......•• � O ®COVER(OPTIONAL)) ALLRKWMME�.625 Snb: St-t OwgNo. Ra: �� o �S�ONAL\� OUTER TRACK ASTRAGAL(OPTIONAL) SILL RISER (OPTIONAL) SGD-150 LN N.T.S. 25 OF 28 SGD150LM1-NOA 0 CERT.OFAUTH.029296 A LYNN MILLER.P.E P.E s s67G5 1:886 -•r{ 1.375 .510 1.615 2.270 I .060 125 \\\ .128 1.886 •128 y .128 6 .260 / .190 1.650 .840 FT ,125 3528 1.886 .125 1•� 4.765 .065- .7174 065 ® FRAME HEAD COVER 774 .080 .190 .774 .190 1 1.621 .344�AW40 2.41.2 /� 1.520 060 1.866 �-�11 1.347 2.551 L5 ® FRAME SILL COVER !31 FEMALE CORNER ADAPTOR (90') Est FEMALE CORNER ADAPTOR (135') E33 MALE CORNER ADAPTOR O FRAME JAMB (2 TRACK) .243 1.375 1.791 .060 F. 1.620 ® FRAME JAMB COVER 5.851 ,080 1.620 .725 ,065 -� .125 545 1.620 1.508 .090 .065 .625 .6641 FRAME JAMB (3 TRACK) M2 FIXED PANEL CUP M-uplyfftwMtherww �wlnNo -GLeZ.03 L ma 20 "' co" 11111 LYNN �'�.. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Impact 6�R '`����`�•'VCENSF ����� Dob: rEnetlllae�el- . No.59705 5=9 »w�iNnto-.a EXTRUSIONS Tel:&a.m.au I V="UnI � Rft.k c Rev.By: Rsv.Dote PREPARED BY LYNN MILIJ:R 1070 TECHNOLOGY DRIVE �1 V51 ORIGINAL ISSUE N.VENICE,FL34275 O ;•.�/: 1)480.1609 i�� ;'IORIDP`.'•G\�� SeAes/Vodel: Scale: snwl: and q No, Rar. CGI WpJrwlff 0"19 ,ass/ SGD-160LM1 N.T.S. 26 of 28 SGD159LMI•NOA p ALLMMIRESERM /ON NA%%P'. CERT.OF AUTH.#29286 A LYNN Mp 1 ,o. . P.Ef 58705 .75 7—.0 .080 .925 .857 1.250 FRAME HEAD (4 TRACK) .080- 2.600 .753 7.730 ® FRAME SILL(4 TRACK) .FRAME TOP CORNE1.375 4 TRACK SHOWN 1.620 1.820 j� 7.750 •�/� _ 1.620 .080 l.DODUC[REY!TE ,095 1.620 �m�pb'trl wlO tlr!)F7erlie 'o t -oLa3•o3 smka4lr Date 26 Ise 1. •.-..a.-. .6zs 4;dtka/ O FRAME JAMB (4 TRACK) • 111nu11 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.1.) AGK ®Impact AQ8ISI81d �� �r•'' NRDAM&D001i : _:' 1.10ENSF••.�(� *; NO-58705 S/27J18 37"V. — INSTALLATION DETAILS,EXTRUSIONS T.i,Tn.era.aTee T r„,uasunn —_ PREPARED BY LYNN MILLER — 0: Rertalen: Rev.8Y: Rev,Dob: 1070 TECHNOLOGY DRIVE ' ' :•�1/ ORIGINAL ISSUE IN..VEN�1�3427b ' 'n�'•. �[oRID1 \mATEI g, �� FRAME BOTTOM CORNER SeAea/abd l: scall sboot OroeBp A>o. Rer. Cf3i COPYRGKTO a"� ''� NA(.1�`G` 4 TRACK SHOWN SGD-15OLMI N.T.S. 27 OF 28 SGD150LMI-NOA 0 A1RRife`SE"� Iffill CERT.OF AUTH.#28296 A.1YNN MILLER.P.E. P.E.A 58705 Of- 74 / „ FR M 74P flRNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOPIAWDM Cog MITERED WAD CORNER(TYPICAL) 9 T S2 S2 / mmuc 8L"N / moat*<jbiib ttraPyp>f PANEL r4P/BOTTOM OMER T=RAME BOTTOM CORNER SQUARE BEAD CORNER(OPMONAL) 2 TRACK SHOWN tt 14tittiljt 11TH: Drpnr By: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M,I.) AGK e)mpaCt ResldatN Windows 6 Doom I7atr: itR11lt7towl No.58705 t'p INSTALLATION DETAILS 5122118 ==Artw ft.%n.»u`*. *~ amm 0 3 TRACK SHOWN CORNERERAME BOTTOM ' tt vlekre R.r.6}^R=v.Do!=: 10 PREPARED ECHHNOLOGY DRIVE '"�p•., �� ORIGINAL ISSUE N.VENICE,F134275 srNr./YalH: scor.: Sn..t: Lav=r:q Ab. 1)48OcoPrA�icurto me �'�i'S'S'F<ORiGa.•'G���� SGD150LMi N.T.S. 28 or 26 SGDi50LMI•N0A 0 ftLVANDO RE98 o ��trr�lVALy ��� CERT.OF AVTH.A@9285 A LYNN MILER,P.E P.Fa 6t)77U''