The URL can be used to link to this page

Home My WebLink AboutProduct Approval M IAM I• MIAMI-DARE COUNTY i P OD T CONTROL SECTION He 1 3;Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Mia }i, 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION REV10 EO 86)315-2599 NOTICE OF ACCEPTANCE (NOA) �.ODE ��adia��T onomy CGI WINDOWS and DOORS,INC. 3780 W. 103rd Street ST. LME COUNTY Hialeah,FL 33018 BOCC 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 AW (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 150"Aluminum Sliding Glass Door w/wo Reinforcements—L.M.I. APPROVAL DOCUMENT:Drawing No. SGD15OLNH NOA Rev O(former W10-31 Rev O),titled Series"150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by manufacturer,dated 05/22/19,signed and sealed on 05/23/19 by Lyn Miller,P. E.,bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 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,dn 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%s"at Head/jambs& '/z"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into conc. 4. Units containing 90°& 135°exterior 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 MIAMMADE COUNTY Expiration Date: September 22,2020 Approval Date: July 18,2019 -A`V.%1 Page 1 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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 ArchitecturalTesting,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& 0XXX,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. Lshaq 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-updrawings 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 51h 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 KurarayAmerica,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 BP 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 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 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 I. Chanda,P.E. 4. Test proposals#13-1098,approved on Oct 02,2013 and revised on FEB 24,2014,signed by - Manuel Perez,P.E.,test proposal# 11-1225 dated DEC 16,2011 signed by Jaime D. Gascon, P.E. Test proposal#09-1073,-approved on Nov. 05,2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. Evidence submitted under previous approval A. DRAWINGS 1. Drawing No. W10 31 Rev O, titled Series"150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05,2018, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017(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. SGD15OLNH-NOA Rev O (former W10-31 Rev%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) ��!= 1.U, 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 SUBMUTED 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"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"TrofosiW Ultra Clear, clear& color PVB Glass Interlayer", expiring 07/08/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition(2017), dated May 23, 2019,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest,dated May 23,2019,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3., Test Proposal No. 19-0219 issued by the Product Control Section, dated March 13,2019, signed by Ishaq Chanda, P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15- 27.001 of the Florida Administrative Code,notifying original engineer that the successor engineer is assuming full.professional and legal responsibility for all engineering documents pertaining to this NOA,dated May 22, 2019, signed and sealed by A. Lynn Miller,P.E. G. OTHER 1. This NOA revises NOA#17-1218.20,expiring 09/22/2020. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.19-0603.03 Expiration Date: September 22,2020 Approval Date: July 18,2019 E-4 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LAMINATED GLASS AND INSTRUCTIONS: LAMINATED INSULATING GLASS SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR USE CHARTS AS FOLLOWS. LARGE/SMALL MISSILE IMPACT DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. ON WIND VELOCITY,.BLDG. HEIGHT,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 3 USING CHARTS ON SHEEP 15 SELECT ANCHOR OPTION �t�DUCt�EY� WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE IN STEP 1 ABOVE D5C-4' Iy_e6o3•oj REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA- Aue yfnramND BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). STEP 4 THE LOWEST VALUE RESULTING-FROM STEPS 2 AND 3 OW.�_-2 �} 'S T r 1 B OR2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE - SHALL APPLY TO ENTIRE SYSTEM. I. + DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS f�fProdwlQoNM� TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ?Tue. Drown ay: ` ANY LYIV/y ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON—COMPRESSIBLE. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant `� � ••• /b/j MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT Windows&Doors -,N LICENSE'•,Z, . COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Dese Non: Det,: WERE STRONGER— TZ •,� REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. uas t.nae u...,,eta..a,n aaeu =*' No.58705 COVER,INSTRUCTIONS 5/22/18 r,,;,a,.e,a.asaa I a.0,s,.au.as,a= THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION * I FOR A SITE SPECIFIC PROJECT, i... LIFE SAFETY OF THIS PRODUCT,ADEQUACY RaWslon: Rer. PREPARED BY LYNN MILLER 8Y: Rev.Dote: c q OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 1070 TECHNOLOGYDRIVE %� •, •�� ` � I WATER INFILTRATION RESISTANCE ETC. ORIGINAL ISSUE N.VENICE,FL 34275 �O�•., S ATE F :.•�� CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 941)480-1600 %� '•,!c<ORLD?•,.•' �� AND TO BE REVIEWED BY BUILDING OFFICIAL sen./uodei: rNT.*S. Oas.sSGD-150LMI 17,128 SGD150LM1-NDA 0 CALLGI RIGHTSRESERVED 75/ONA1LL��`� CERT.OF AUTH.#29296 A LYNN MILLEd,Id.E. P.E.#58705 6' 3' (8) ANCHORS �I n,P ^CLUSTER SHOWN 14,, 3 TRACK _i 282 13/16'MAX. HEAD ANCHORS DOOR FRAME WIDTH HEAD ANCHORS 14'MA%. 48 1/8ANCHORS IN PAIRS 2. 3 OR 4 PAIRS HEAD/SILL AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 NOM. PANEL WIDTH AT 3'O.C. 6'MAX. 1 13/16' SEE CHART ON 15 FALSE MUNTIN - HEAD/SILL MIN. OPTIONAL A C E FOR CAPACITY I I o REINFORCING ; �L yI AT INTERLOCKS I -T--_ OPTIONAL I SEE SHEET 13 �I 11 H �� J FOR CAPACITY M I 'II /Z I 1,.L OPt�,,ILL 2 POINT 42 1/8' w \o to ===T====T=== SINGLE LOCK D.L. OPG. I I i. too SEE SHEET 24 i. i. o I '� FOR DESCRIPTION �� /.� /.� = I \' _ N m O o Z251 a� B D F xo I I --' - - rn SILL TYPE B2 ANCHORS 2. 3O 4 PAIRS AT STILE 48 1/8' POCKET B 11 rlr g (6)ANCHORS 48 1/8' & 1 do DETAIL M ON ENDS INTO CONC.AT 3'OX.SEE CHART ON SHEET PANEL WIDTH rc CLUSTER SHOWN POCKET !� u _ 15 FOR CAPACITY PANEL WIDTH SHEEP 23) JAMB ANCHORS' 3 TRACK 1 ^•` I (SEE SHEET 23 FOR 'lftODUCt NLmoro JAMB ANCHORS 14' TYP. INSTALLATION) --plTlra-uh1he F1e" MAX. ' 3• 3 TRACK A TIC, Na 19-d4b3.0 n B D 'F LL ANCHORS tiap4u3oo Da1eT 8d �g � �Poadset�C'oaGai I��I 8• 8• B• 8' 8• B 8• 8• 8• 8 P"T (1)WEEP CLUSTER (2)WEEP CLUSTER (2)NEEP CLUSTER (2)WEEP CLUSTER 2 NkEP CLUSTER 2 PEEP CLUSTER 1)WEEP CLUSTER 1111 I I I I I VIM: Drown By: `� nI iv'. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant �'�10ENSF•%��( Windows&Doors Q TYPICAL ELEVATION Descrip on: v'eRF1mOx(iFA" Dote: No.58705 TESTED UNR ELEVATION 5/22/19 mo�.tool nr..b mn..a n aou= *: T.n l88.61f.e618 I/..�!08.681.881!_ Reris(on: Ray. EPARED BY LYNN MILLER�� - D.L OPENING try: Rev.CO.:Date: 1070 TECHNOLOGY DRIVE �� D.LO HEIGHT- DOOR FRAME HEIGHT - 9 11/16' ORIGINAL ISSUE N.VENICE,FL 34275 ��.(�'• SATE F .•(V D.LO. WIDTH - NOM. PANEL WIDTH - 6' ��s •F�ORIO!*.••'G�=` (941)480.1600 ` PANEL HEIGHT DOOR FRAME HEIGHT-1 3/16' Serbs/Model: Scale: Shaeh �D. No. Rav. 5"lo5 'y7ONAL��SGD-150 LMI N.T.S. 2 DF 285OLMI-NOA 0 CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.E#58705 �6, 3. (8)ANCHORS —CLUSTER SHOWN TYP. 2 TRACK HEAD ANCHORS 14' MAX. 190 9/16MAX, DOOR FRAME WIDTH HEAD ANCHORS 14' MAX' ANCHORS IN PAIRS 2,3 OR 4 PAIRS HEAD/SILL AT HEAD/SILL/JAMBS AT SnLE ENDS SEE SHEET 15 6'MAX AT 3"O.C. SILL 1 13/16' FALSE MUNTIN - - SEE CHART ON SHEET 15 CORNERS OPTIONAL Al C� FOR CAPACITY MIN. / I I I fO REINFORCING AT INTERLOCKS O-ONAL j Ci) II II H J 1 SEE SHEET 13 I I I FOR CAPACITY I �I I 2 POINT 42 1/8' 42 1/8' F= ---yyII I,,ILL SINGLE LOCK D OPG. D.L. OPG. I P====T=== SEE SHEET 24 II FOR DESCRIPTION z 1 z .z 11 i1 N I o w o J II //i I,IL _ m og - II 11 �aB 3 _ Ir___ _- I I t li z� �tam D1 = 01 B 1 I =Owcrrsev®p ""w" "Ire m"ft / ' SILL TYPE B2 ANCHORS 2.3 OR 4 PAIRS` 48 1/8" � Wt�r0.h xs mSJ (6)ANCHORS AT SnLE ENDS AT 3"O.C. SEE CHART ON-/ PANEL WIDTH 48 1/8" POCKET 2 TRACK L o CLUSn3i SH WN SHE¢15 FOR CAPACITY PANEL WIDTH 2 TRACK JAMB ANCHORS LAW Irdr rodts•I Cuello) JAMB ANCHORS m V 1 SILL ANCHORS c 6' 14' 3' , MAX. TYP• - D.L. OPENING B1' JillD1 D.LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH NOM. PANEL WIDTH - 6" PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16' (TESTED UNIT) TYPICAL ELEVATION (O+tBmalm (n RIDamm (2)rmmrsmt (2)*wam" N>m'mmd IIII nun: Drawn ey: \�.�`ONY LYNN REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant `� ��-•''GENS•4f Windows&Doors P�•. F OmertPtlon: Date: WERE 6IRMM- '.F NO.58705 ELEVATION 5122119 m:+o+.na.+ua I r..:aocsw+ox _ .•� PREPARED BY LYNN MILLER •O ReWfon: Rev.BY: Rov.Date: 1070 TECHNOLOGY DRIVE S zs I, ORIGINAL ISSUE N.VENICE,FL 34275 ��'•, S ATE 0 (V (941)4801600 / (� ''-f4ORIOP,.•'G�� Snrios/Model: Seale: - Sheet: Drawing No. Rev: .—R---��6�� ///S/ SGD-150 LMI N.T.S. 3 of 28 SGD150LMI-NOA Q rAWNDOWS& Rl �,/,70NAL I�\71�`� CERT.OF AUTH.#29296 AMI.h!LYNN MIR,�.�. P.E.#58705 (8)ANCHORS (8)ANCHORS �6' •••3" .... � - .... .... ER SHOWN (SEE�SHEET 22) CLUSTER SHOWN 1 � •1 1 14' EXTERIOR EXTERIOR 3 TRACK z MAX. HEAD ANCHORS 149 5/16" 146 9/16' 97 3/4' DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH FALSE MUNTIN HEAD ANCHORS 14" MAX. HEAD ANCHORS OPTIONAL 48 1/8' ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS 6"MAX. SEE CHART ON SHEET 15 - HEAD NOM. PANEL WIDTH AT 3"O.C. 1 5' FOR CAPACITY SILL 1 13/16" SEE CHART ON SHEET 15 A C E FOR CAPACITY CORNERS MIN. I REINFORCING fO AT INTERLOCKS I ===TF OPTIONAL r i M ,i IH H 0 FRSAGCAPACITY I I z i = 2 POINT C3 0 1 -j1'=== _= DOUBLE LOC •j/ o Y 2 1/8� t2 SEE SHEET 2 / e 0 0 .1-OP g1 m FOR 42 1/8' 42 1/8' DESCRIPTION 2 POINT C, X x p 1 D.L. OPG. Dl- OPG. p -_' r 42 DOUBLE LOCKS w SEE SHEEP 24 I c5 FOR DESCRIPTION 0 i/. n i/. o a a a1, II II � I = x x xm B D F a� POCKET SILL TYPE 82 ANCHORSSILL TYPE 82 ANCHORS` 48 1/8" 48 1/8' If I 48 1/8' � JAMB ANCHORS 2 OR 4 PAIRS) 2.3 OR 4 PAIR SJJJ pANEI WIDTH PANEL WIDTH N o AT CORNER STILE ENDS. AT STILE ENDS PANEL WIDTH PANEL WIDTH 3 TRACK SEE CHART ON SHEET 15 AT 3'O.C. JAMB ANCHORS FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY i3 16' 14• 3" (4)ANCHORS EXTERIOR (6) ANCHORS EXTERIOR TYP• CLUSTER SHOWN MAX CLUSTER SHOWN SILL ANCHORS n (SEE SHEET 22) 11111111I111/j Title• Darn BY SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®tmpaol Resistant OEy-�CNN) Windows&Doers Q; -�p „ppE7q Dsscnptan: ..Dote: WL7IESTHDx0E8- No.58705 TYPICAL ELEVATION =*;• IR*JID6 Cede r 03 poeopma No,�Q�� 5 @2/19ELEVATION ane r.tan nn.6 sm.aa,n aaau = tn:sos.aussoo 1 r..:aossu.csn _ g>W{t>ttla0 Acte et�T�'7,eT-f� RMs16n: Rev.By. Rw.Dote: PREPARED BY LYNN MILLER •, J ;'441 1 1070 TECHNOLOGY DRIVE 0 ts :�O :• !(7 ORIGINAL ISSUE N.VENICE,FL 34275 941)4e0-l6 0 0 '•FOR..... G� Sarlen/Modsl: Scole: ShoeL• D.-Mg No. Rev: �COP RQffQ Dow9S MM19OO �S10NAI- SGD-150LMI N.T.S. 4 OF 28 SGD15OLMI-NOA D ALLRI.Mf S.—D 7j111I11110 CERT.OF AUTH.929298 A.LYNN MILLER,P.E. P.EA 58705 DOOR FRAME W. PANEL WIDTH FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED NON–REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. XXX(SHOWN) H L FOR DOORS USING 90' & 135' CORNER STILES OXX w c H LIMIT MAX. DESIGN LOADS TO *60.0 PSF XXX(REVERSE)(REVERSE) a 0 0 .17ri; © EXTERIOR DOOR FRAME WIDTH FRAME WIDTH NON–REINF. INTERLOCKS SEE CHART ON SHEET 13 H L Y J1 H H 0 o L 0 XXXXXX(SHOWN) © O EXTERIOR O 90•CORNER DETAIL'0'ON SHEET 22 J1 O O OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NOM. PANEL WIDTH OPTIONAL IN UEU OF J1 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH G H J H H o K 0 XXXXXX(SHOWN) © EXTERIOR yQJ12!1O Q 90'CORNER DETAIL'0'ON SHEET 135'CORNER DETAIL'P'ON SHEET 22 VN–REINF. INTERLOCKS OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH H C J H w H rc O N 0 XXXXXO(SHOWN) G HJ e O O EXTERIOR O 90'CORNER DETAIL'0'ON SHEETL221OO ON OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NON–REINF. INTERLOCKS gtpDUCf pEITliefl OPTIONAL IN LIEU OF J1 SEE CHART ON SHEET 13 1111111/ APPROVED CONFIGURATIONS rTm.PTr�6' TbiLd/� 71Va: DfO"" ��` Y LYNN ON........, NON—POCKETED DOORS (NON–REINFORCED SHOWN) wralrBcm. 4403-03 SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ImpaDl Resistant SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS pcc�Wece No ty, L F •'•�� ( ) Windows&Doors Z. 1cENs ! rg trW � 2li Dasenpuon: Data: WEAESTmImm. Q '•.'p THREE (3) TRACKS �St. �.�� •^� anB r.lam Bia..r,naam *: No.58705 = NOTE: rT.ykt CONFIGURATIONS 5/22119 nn roasn..un 1 r••:rae.eu.eea *_ RaHalon: Rev.BY: R.,Date: PREPARED BY LYNN MILLE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 107oTECHNOLOGY DRIVE •' 1 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORIGINAL ISSUE N.VENICE,FL 34275 Off'., S TE (U` (941)480-1600 �`•'•.;°CORIDP,. �� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. senea/wodec scala: SSe•tr Ona.Nq No. Rm coarRlcHTo.:e 'SSS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCA13LE PER FBC. SGD-150 LMI N.T.S. 5 OF 28 SGD150LMI•NOA O a RIGWSP BE000'15 '/i/��NAL1 1 ` CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 DOOR FRAME W. PANEL WIDTH FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED ' NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. XXX(SHOWN) m H L FOR DOORS USING 90' & 135' CORNER STILES OXX G H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF xxo XXX(REVERSE) g 0 © EXTERIOR DOOR FRAME WIDTH FRAME WIDTH NON-RE]NF. INTERLOCKS SEE CHART ON SHEEP 13 H L J1 H K o L a XXXXXX(SHOWN) © O O 90'CORNER DETAIL'O'ON SHEET 22Jl HO O OXXXXO EXTERIOR 135'CORNER DETAIL'P'ON SHEET'22 NOM. PANEL WIDTH. OPTIONAL IN LIEU OF J7 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH G H J H J0 K XXXXXX(SHOWN) © 0 EXTERIOR 90'CORNER DETAIL'O'ON SHIfT 2 135'CORNER DETAIL'P'ON SHEET 22 NON-REINF. INTERLOCKS OPTIONAL IN UEU OF J SEE CHART ON SHEET 13 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH w 0: o N 0 B XXXXXO(SHOWN) © OH EXTERIOR O 90'CORNER DETAIL'0'ON SHEEP 2 J O O O OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NON-REINF. INTERLOCKS pAODUCC 0E1f w OPTIONAL IN UEU OF A SEE CHART ON SHEET 13 `11111 I I IIIC APPROVED CONFIGURATIONS narPbVg Teo: D.W.0Y: NON—POCKETED DOORS (NON-REINFORCED SHOWN) IrukllagCada - 3 AGK Im act Resistant SEE SHEEP 13 FOR Dp AND REINFORCING OPTIONS ArmploaaNe 1 n •0SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) ®Windows&Doors : a�•'' 110ENSF••.l�� 6iplratwn oaten-2a1C2aaei Descrtp n 1 ?' Date: WHiE STRON081^ THREE U TRACKS & tcL... \,uclC^--,�. *: ND.58705 # NOTE: 81ta J EWLPTodI Caakal CONFIGURATIONS 5122119 ra:ooe.e».»»I r•.aos.en.un = ROWSWn: Rar.BY: Rev.Date: PREPARED BY LYNN MILUEr 3 '•• �3 rk 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070 TECHNOLOGY DRIVE - p'.• TATE O lv F VENICE., L 34275 T 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORIGINAL ISSUE 'cCORIOT`..•' \?: (941)48D.1 800 i�s•'••.•,•••, (j` 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, senea/uoaoe sorra• sneotr Dmrrlp Na. Row0 20 c Fry", 10RrcN.M RESEDOORo �,S7ONAL10?`�\ 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 5 of 28 SGD150LMI-NOA 0 CERT.OF AUTH.#29298 ALYNN MILLER,P.E. P.E.#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 r _ SEE CHART ON SHEET t3 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 r-- ARE PRESENT. H L i FOR DOORS USING 90' & 135' CORNER STILES um0 H i U LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 1a 1a o o I M o I I I L__ � L PXXX(SHOWN) Q Q RIOR O 40 XXXP DOOR FRAME WIDTH DOOR FRAME WIDTH PANEL WIDTH NON—REINF. INTERLOCKS ' SEE"T RT ON SHEET 13 I I H J H I W 1 r,I H H rii I I ti rii I 10 O d1 la I p I M 1 I a l o I M I I I ---- ---� L-- ------t GQ 0 PXXXXXXP(SHOWN) EXTERIOR 90•CORNER DETAIL'O'ON SHEET 22 135'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-- Fin 9 ~xI H J H I I U o:00 'fi ig I 0 O 1a0 6 6 1a S I M K I I L_ ^ PXXXXXX(SHOWN) O O EXTERIOR O O O PANEL WIDTH 0 O XXXXXXP 90'CORNER DETAIL'0'ON SHEET 22 - POCKET CAVITY NOT BY CGI 135'CORNER DETAIL'P'ON SHEET 22 _ DOOR FRAME WIDTH NOT PART OF THIS NOA OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON—REINF. INTERLOCKS rsW6 1IlI1IIL YU o U QH s•J H H � rIlIL y—_ — _ O O ;SFEHART ON SHE13 2 H a 10 S HE O WIDTHO90'CORNER D PXXXXXO (SHOWN) EXTERIOR 135CORNER DETAIL'P'ON SHEET 22 PANELO ON i9mf OPTIONAL IN LIEU OF J \\11111 IIITT APPROVED CONFIGURATIONS OXXXXXP Is�P1lVtt+RE�'olnu.: Df°"R Sy `��,��0..••••••., 'c C0d0 f —06d3•U3 SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I.) AGK Impact Resistant •.•' ��GENSF••(� POCKETED DOORS (NON—REINFORCED SHOWN) paeptmte /2zT� ( Windows&Doors P; •t<` SEE SHEET 13 FOR Dp.AND REINFORCING OPTIONS Ocscrtp6on: Dote: WERE 11iR0NeER� No.58705 NOTE: .LLA- y. 5/22119 mo�.law.o-.•y xLL.x,n arou THREE 3 TRACKS bcw Pr'A gCW*j CONFIGURATIONS r.H aoe.eu.u�o 1 n.:sns.xs.uu D POCKETS ARE NOT PART OF THIS APPROVAL RoNston: Rev.ey: Rev.Doto: PREPARED BY LYNN MILLER AND TO BE REVIEWED 81'AHJ. 1070 TECHNOLOGY DRIVE C!�'.• STATE OF 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ORIGINAL ISSUE N.VENICE,FL 34275 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ' ��R1DP,.•'G1C1� (941)480-1600 Sertos/t1o0c1: Scale: Sheet: Drosin No. Rev: CGWRIGHTO MID SZ 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 9 wimHOowsa0o0Rs 'i,r�NAL1E\\. SGD-150 LMI N.T.S. 6 of 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. CERT.OF AUTH.#29296 A LYNN MILLER.P.E. P.E.#58705 DOOR MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ~s Kt ARE PRESENT. ' FOR DOORS USING 90' & 135' CORNER STILES, H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF o: c 0 K1 QH EXTERIOR G1 XO(SHOWN) OX D00� R FRAME W. MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 rs H g U 0 K1 EXTERIOR O L1 XX. (18 X 3/4'SMS DOOR FRAME WIDTH AT 24'O.C. MAX. FRAME WIDTH - 1 N H J1 o c s NO J1 1 QH EXTERIO CORNERG1 — '0'ON SHEET 22 OXO(SHOWN) 1 V CORNERDErAlL 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 ` H H oc cusp{ IYb Rod& c JtJ E".rnWoNte R--dc6.3 a3 .b zo7-e o �s4 Qu 0 G AJI - Isfi av y.,d, rvdaci C G1 O EXTERIOR Jt QH G1 OXXO 90' CORNER DETAIL'O'ON SHEET 22 XXXX(SIMILAR) 135'CORNER DETAIL'P. ON SHEEP 22 OPTIONAL IN UEU OF A 1111111/ APPROVED CONFIGURATIONS DD« D"'v"s'° � tJY LYNN NON—POCKETED DOORS (NON—REINFORCED SHOWN) SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ®Impact Reslstarlt ........... �/ •: SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS ( ) Wi.V.&Daars \�Qa�•' ••,l�� Do9Mptbn: Dote: No.58705 TWO TRACKS CONFIGURATIONS 5/22/19 ,nia..9,na.. lal:ir9J99A999 he 999.999.99r — vl NOTE: PREPARED BY LYNN MILLER rq 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. R°N9ton: R°°'W. Itov.Ooto: 1070 TECHNOLOGY DRIVE �'�� l 1 ORIGINAL ISSUE N.VENICE,FL34275 ��,�'•, SATE OF ,•�(G/� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. (941)480-1600 �i�`S .FCORIDT.• G\\;� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. S°r!°9/Hod°I: smro: sn.°t D-vrng N°. R—, =wN"oo'a 5 �N �� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 7 OF 28 SGD150LPAI-NOA 0 "D"D"tg � I 111 0 CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.E.#58705 DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA WIDTHDOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME W. I I �� NON–RdNF. INTERLOCKS ---- SEE CHART ON SHEET 13 -- i L r-- 5, I a �U at p IY IY m I IY la IOa la o 1 @– L__ EXTERIOR Kt L__-- O EXTERIOR O Lt PX(SHOWN) PXX(SHOWN) XP XXP DOOR FRAME w. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED �, CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS I I WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. W I Ji I 1 I FOR DOORS USING 90' & 135' CORNER STILES r j LIMIT MAX. DESIGN LOADS TO ±60,0 PSF �p O '9 O� IU UI o ja M M °'� is ai NOTE: o I 1 1 I 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. EXTERIOR J1 MQ 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. PXXP 97 CORNER DETAIL'0'ON SHEET 22 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 13Y CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN UEU OF JI 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 I � I I Ojo OI K ID I I I S IM M � I I I I L O EXTERIOR O O HO MO _J eR0nvCf REv"r,& PXXXXP 90'CORNER DETAIL'0'ON SHEET 22 '1 mnvwn WM 0.Fbd& 135'-CORNER DETAIL'P'ON SHEET 22 h-'.g CW. OPTIONAL IN UEU OF JI Amptence No .-oGe3�o 3 DOOR FRAME WIDTH EXPI-KISO Dare DOOR FRAME WIDTH NON–REINF. INTERLOCKS r– S CHART ON SHEET 13 .°J°'t Coak., H H r__ I I J 1 POCKETS ARE NOT PART OF THIS APPROVAL 00a AND TO BE REVIEWED BY AW. M K1 I EXTERIOR Q HQ K7 PXXXX(SHOWN) 90'CORNER DETAIL'O'ON SHEET 22 135'CORNER DETAIL'P'ON SHEET 22 PXXXO OPTIONAL IN UEU OF J1 11 I 1 111 f XXXXP rua: pawn ey �� { v LYN, OXXXP SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant VICEN ON'.. ...' APPROVED CONFIGURATIONS Windows&Doors Qtr•'• F '•.•!�' POCKETED DOORS (NON–REINFORCED SHOWN) Descnptfan: Date: WNIESRKIRam– P SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS neo r.m.1e m.e.,na..a n ssau *. NO.58705 TWOTRACKS CONFIGURATIONS 5/22/19 1.i:ase.ess..sm 1 s...sossas.mu _ n Rav6lon: Rev.Br.. Rev.Dat.: PREPARED BY LYNN MILLER S 23�I°� 6 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 %�T•. FATE F ,.'(U10 (941)480-1800 �i Cis '•.CORIOP,.•' Serks/6bdal: Seafe: Sheet Drawfng No. Rev; COwRIGWO xote '�, S1 "'• •��G�� SGD-150 LMI N.T.S. 8 OF 28 SGO15OLMI-NOA 0 AALRRIIOHTS RESERVED ,,ONAL1"��• 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 NDN-REINF. INTERLOCKS ,ARE PRESENT. SEE CHART ON Sy 17 13 FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF = Hgr ryp o: o- 0 0 XXXX(SHOWN) OXXX XXXOX(REVERSE) © Q EXTERIOR Q Q DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS , SEE CHART ON EET 13 = H H JI H H w H o: 0 0 0 XXXXXXXX(SHOWN) OXXXXXXO ® Q Q EXTERIOR Q J1 QH HQ QH 90'CORNER DETAIL'0'ON SHEET 22 NOM.PANEL WIDTH 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J1 PROD NOTE: EVOW "Q2=�wtlteleh & APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. IRAX-C Code NON—POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPUCA13LE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ionOtaacallo 11-0.1 3•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. Com" `111111 uf,�1',� 77Ra Dmrn By: .�� 1�0 'V SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.1.) AGK ®tmpaDt Resistant ��.' _%CEN&& --.z Windows&Doors TZ Daseripticn: Data: WERE6nWR0ER� N0.58705 f 5!22/19 vaa�.loan uror,naa+a+u+au- RI- CONFIGURATIONS +.i:aa+.+++.a++o I r..r saes++.+s+: Rovision: Rev.,By. Rev,Data: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE 10 ' •. ��C/` ORIGINAL ISSUE N.VENICE,FL 34275 (�•'•,:a(pRIDT`,.•' (941)480.1600 Serias/NodaL• Sheat: Drv.Tn Na. Rer. COPfRIOHfo"19 ''y lS� ` X% is rnfe: 7 �VNALIE��.� SGD-150 LMI N.T.S. 9 OF 28 SGD150LM1-NOA 0 ALLRIGID9REEERED CERT.OF AUTH.029296 A.LYNN MILLER,P.E. P.E11I 58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS.TO *60.0 PSF DOOR FRAME WIDTH FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART OV SHEET 13 w Q _ H bH H 0 S 0 XXXXXXXX(SHOWN) OXXXXXXO © JQ EXTERIOR 90'CORNER DETAIL'0'ON SHEET 22 13Y CORNER DETAIL'P'ON SHEEP 22 OPTIONAL IN UEU OF J DOOR FRAME WIDTH NOM. PANEL WIDTH ' H J N w $ •dH H rc _ 0 0 XXXXXXXO(SHOWN) t. OXXXXXXO © HO QH t� QJ HO EXTERIOR 0O 90'CORNER DETAIL'0'ON SHEET 22 13V CORONAL IN LIEU JL J ON SHEET 22 4RODUCf 1iBy� 'O cQmpffl°d Wm Uae NOTE: Litlwns Coda FT°T 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. a�p�"NO °C63'O3 VS Wntbooufe 2-'& APPROVED CONFIGURATION ?+�0 NON—POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 4 �� T C��y�y SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. b`a•+�,. '.dw cavity FOUR {4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. _ 111111111,,,E Tift Drown W. OW,......,N //i/ SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant .•''110ENS'�� Windows&Doors weRe eTRaRDEa— �� Desertpuon: Date: NO.56705 CONFIGURATIONS 5122119 rnme:os....annanYo....ua..o.a.......a.a - ReNa,on: Rev.8y: Rev.Date: PREPARED BY LYNN MILLER —�7 S�.3 I :•Q_ 1070TECHNOLOGY DRIVE ;O�1•. SATE OF ORIGINAL ISSUE �ORIDP (941)460.1600 Servos/Yodeh Srnlo: SM1eat• Dr°.in Na. r.-_l COwCM DOWSoSGD 150 l Ml N.T.S. 10 of 28 SGD150LMI-NBA CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.E.#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES DOOR FRAME WIDTH LIMIT MAX. DESIGN LOADS TO ±60.0 PSF DOOR FRAME WIDTH NOM PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART ON EET 13 I I H W lY ti H Iti ja I U o I H is 0 1 M I I XXXXP (SHOWN) OM HO EXTERIOR Q Q Q FRAME WIDTH NOM. PANEL WIDTHNON—REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 I I I I I I I j� H H J ID H H .x I U V I 10O10 H H 01 Ia a o PXXXXXXXXP (sttowN) Q QH HO $nH @4 OH EXTERIOR 90' CORNER DEfAIL,'O'ON SHEET 22 ' 135'CORNER DETAIL'P' ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS 94tODbC c REV.I"a POCKETED DOORS (NON—REINFORCED SHOWN) NOTE: SEE SHEET 13 FORD AND REINFORCING OPTIONS kuWtog Cala P 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Aa:oDlm«no_(1 OLo3•nj 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. $ "aa°R11Q 97zz77A7p FOUR (4) TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �. POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. AND TO BE REVIEWED BY AHJ. \\LII II111/i� rue: Drcm W. `\\�� '%�''!• AGK Impact Resistant LICENS C SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.1.) ® F Windows&Doors � P,� •;c<\�- Uasmpuon: Doto: weREsmOtt9tR� _* No.58705 EXTRUSIONS,BOM mo .,By. ra:EPAR D N MILLER ReHsbn: Rev.try: Rev.Date: PREPARED BY LYNN MILLER o�� 1 .'�� 1070 TECHNOLOGY DRIVE O�•. S ATE F, :' ORIGINAL ISSUE N.VENICE,FL 34275 (S, ••"40RIOP �'K 1 (941)48D•1600 �i is \ G\ Serios/Nodd Secle: Sheet: Drcwing No. ROV: ��Rp O MID �''�/'ONAL L N\\\ SGD40 LMI N.T.S. 11 of 28 SGD150LMI-NOA 0 ALLRIGHTSRESe D CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 160.0 PSF FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 r-- r--- 1 H J I tA� H gg 1� j Oa O Q� O K I I o I M G I o I I PXXXXXXXX I I . XXXXXXXXP(stlowN) O Q QH Q Q - EXTERIOR OH OXXXXXXXP POCKET CAVITY NOT BY CGI 901 CORNER DETAIL'0'ON SHEET 22 NOT PART OF THIS NOA 135' CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 DOOR FRAME WIDTH j I L 1� 10. H O la o la 1 o I M I I L__ L PXXXXXXXO(SHOWN) EXTERIORO H 90'CORNER DETAIL'O'ON SHEET 22 APPROVED CONFIGURATIONS 135•CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J POCKETED DOORS (NON—REINFORCED SHOWN) NOTE: SEE SHEET 13 FOR DP AND REINFORCING OIRTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. i>QODUCrREVEW& ®raMPWn With tYeFArYn FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. bakiLOg c.& l —O(A3•o3 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. A-Ml-a No g � `'�°O Da1teg2p POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER F8C. it&aV llee4 tCutikd rill. , SE AGK &Impact Resistant �.� 00 LYN/V4"'l, � SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) Windows&Doors '/ CIGENSF C� Ooseription: Date: wBRE DIROXOBI^ : Q•. •.�� No.58705 CONFIGURATIONS 5/22/19 ut:toe.esa.»eo I r»:tw.e».tne _ ReNaion: Re,By: Re,Dote: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 �0 Series/Yodel: Seale: Shoal: D-11,No. Far. (941)460-1 �RIG oz0ts i�S '''��ORIDP..•''�� SGD-150 LMI [ I N.T.S. 12 of 28 SGD15 MI-NOA 0 uLR*• RES=002 iSAL CERT.OFAUTH.929296 A LYNNMILIL$1,tP.15l1 P.E.X 56705 i• DESIGN LOAD CAPACITY-PSF(GLASS) GLASS CAPACITY CHARTS . GLASS TYPES GLASS TYPES 'A' &'M* 'B'h'R1' NOM. DOOR NUMBER OF MTERLOCIL9 INTERLOCKS PMEL W ffl RULE kEIGNI PME35 W/0 EBINF• 111TH REMF. Nem MESN1A60) O(T.(+) INF.(-) E)CT.(+) art.(-) 24-1/8 10 60.0 1 60.0 80.0 80.0 30-1/8 10 60.0 1 60.0 80.0 80.0 1 ' 36-1/0 82 10 60.0 60.0 80.0 80.0 I �I 42-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH 48-1/8 10 60.0 60.0 80.0 80.0 54-1/8 9 53.3 53.3 71.1 71.1 24-1/8 10 60.0 60,0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH ' 36-1/8 S4 10 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 48-1/8 10 60.0 60.0 80.0 80.0 54-1/8 9 53.3 53.3 1 71.1 71.1 24-1/8 10 60.0 60,0 80.0 80.0 30-1/8 10 60.0 60,0 80.0 80.0 =NOM. L WIDTH 36-1/8 90 10 60.0 6060 80.0 S0.0 - 42-1/8 10 60.0 60.0 80.0 80.0 48-1/8 9 60.0 60.0 80.0 80.0 24-1/8 10 60.0 60.0 SOO 80.0 30-1/8 10 60.0 60.0 80.0 80.0 FB E8.1 36-1/8 98 10 1 60.0 60.0 80.0 80.0 42-1/8 10 60.0 60.0 80.0 S0.0 48-1/8 9 60.0 60.0 80.0 8060 NOM. PANEL WIDTH GLASS TYPES io 70 'B','Al'.'BL' APPLICABLE FBC EGRESS m m WITH REM. REQUIREMENTS TO BE 1122'H SKINP. REVIEWED BY AHJ. N N E1R.(+) INT.(-) 24-1/8 10 60.0 60.0 30-1/8 10 - - 60.0 60.0 36-1/8 10 - - 60.0 60.0 DE10 a2-1/6 702 10 - 60.0 60.0 SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS - ABOVE +60.0 PSF ONLY. 48-1/8 10 - - 60.0 60.0 INTKELOm INTERLOCKS 54-1/8 9 - - 54.4 54.4 W/0 REINF. WITH REINF. , 24-1/S 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 NOTE: ODUCraEv1� 36-1/8 to - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE Is*.Hng C�a04��F � 42-1/8 108 to - - 60.0 60.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) AmP&meeN01g eLo3.o3 46-1/8 10 - - 60.0 60.0 AND FLORIDA BUILDING COMMISSION E'a"Y°'°°Fg 53-1/8 9 - 54.4 54.4 DECLARATORY STATEMENT DCA05-DEC-219 e; 24-1/6 10 60.0 60.0 Ata ar'B..plProdad Cordal 30-1/8 10 60.0 60.0 35-1/8 114 10 00.0 80.0 oll Illil" 42-1/8 10 - - 60.0 60.0 Ti Ne: Drawn SY• 48-1/8 9 - - 60.0 60.0 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact ResistaResistant �L•.• �1cENSF•.i�(� 24-1/8 10 - - 60.0 60.0 Windows&Boors iiEows&DOors = Q-.• ..��i 30-1/8 10 - - 60,0 60.0 D-riPNem. Date: No.58705 38-1/6 120 10 - - 60.0 60.0 mo r.1uu nr•.1,a1,i.a,n aaola^ .• /r 42-1/8 10 - - Go.o 60.0 GLASS CAPACITY CHARTS S/22/19ao. ...nan I r..:..11 1. * 48-1/8 9 - - 60.0 80.0 RaH.^ron: Rev.Br Ray.Dolo: PREPARED BY LYNN MILLER�� 2J 1070 TECHNOLOGY DRIVE Q1 ORIGINAL ISSUE N.VENICE,FL 34275 �p�•, ATE F` (V� (841)48D-1600 '•.�ORIOP,.•''N Senea/YadeL• Sce1e: sI-It. lhowing N.. R- �Iww n 20000°95 '��'�S/ANAL��G��• SGD-150LMI N.T.S. 13 or 28 SGD150LAAI-NOA 0 Au.RGKTSReSERv60 'T/111I1111111 CERT.OF AUTH.029296 A LYNN MILLER.P.E. P.E.O 58705 3/16'ANN. CLASS 3/16'ANN. GLASS 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS 075'Interlayer 075'Interlayer Saflex CP With PET Core Saflex CP With PET Core 075'Interlayer 075'Interlayer By'Eastman Chemical Co.' By'Eastman Chemical Co.' Saflex CP With PET Core Saflex CP With PET Care OR OR By Eastman Chemical Co.' By R'Eastman Chemical Co.' 090'Interlayer 090"Interlayer 090' Interlayer 090'Inlerla ar Saflex Clear And Color Glass - Saflex Clear And Color Glass , y By'Eastman Chemical Co.' By'Eastman Chemical Co.' Saflex Clear And Color Glass Saflex Clear And Color Glass OR OR By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 090'Interlayer090"Interlayer OR OR SentryGlas 3/8'AIR SPACE SentryGlas .090" Interlayer 3/8'AIR SPACE 090" Interlayer By'Kuraray America, Inc.' By'Kuraray America, Inc.' SentryGlos SentryGlas OR OR By Kuraray America, Inc.' By Kuraray America, Inc.' 090'Interlayer 3/16'TEMP. GLASS .090"Interlayer OR OR Trosifol PVB Trosifol PVB 090' Interlayer 3/16'TEMP. C1A55 090"Interlayer - By'Kuromy America, Inc.' By'Kuraray America, Inc.' Trosifol PVB Trosifol PVB By Kuroray America, Inc.' By Kuraray America, Inc: 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS 3/16'HEAT STREWD GLASS 3/16"HEAT STREN'D GLASS SILICONE SILICONE SILICONE SILICONE GE SCS 1200 GE SCS 1200 GE SCS 1200 GE SCS 1200 DOW CORNING 699 DOW CORNING 899 � DOW CORNING 899 DOW CORNING 899 i m DOW CORNING 995 m DOW CORNING 995 m z i DOW CORNING 995 z m DOW CORNING 995 �to DOW CORN NG 98 3 � � DOW CORN NG 983 � � DOW CORNING 983 � � DOW CORNING 983 XL EDGE SPACER M1 < M1 M1 M1 XL EDGE SPACER ce I I I ST. STEEL BY'CARDINAL' cs i. ce I I.II ST. STEEL BY'CARDINAL' n OR n II�I SETTING BLOCKS I I!I! OR i ! DURASEAL BY'QUANEX' I AT 1/4 POINTS ON LITES I ! I DURASEAL BY'QUANEX' •! I OR !I!I WIDER THAN 36" !I !I!i SETTING BLOCKS ai SUPER SPACER BY'QUANEX' 9 EPDM ai OR O AT 1/4 POINTS ON LRES OQ DUROMETER 85±5 O SUPER SPACER BY'QUANEX' -1 WIDER THAN 36' 9 1 SETTING BLOCKS W L_NLJ EPDM W AT 1/4 POINTS ALL SIZES W 1 W 1 SETTING BLOCKS T F DUROMETER 85±5 EPOM y EPDM 4 POINTS ALL SIZES W ' DUROMETER 85±5 (tx+dj W OUROMETER 85±5 GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'HI' 7/16'OVERALL IAM• GLASS 1"OVERALL INSUL LAM.GLASS 7/16'OVERALL L.W.GLASS 1'OVERALL INSUL LAM. GLASS GLAZING OPTIONS wolovC f REYEY" o.�vtytag�t4'tYeiMl�o Wtdlog Coda Aoropfwt No — Lo -v-4 Emaretim Ont. rk LILA t.—�• Ma,r'H`dr rodact Coxid LLII ILII rtla: D a.n ar .\\®Impact Resistant kV LYA� SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I.) AGK ;\\��.• ""' ��Jj Windows&Doors Description: Date: wta1E 8RWxa81^ '•.� No.56705 fi10 Y,lo•1G cvur,xltl•d,rtaIDl.— GLAZING DETAILS 5!22/19 m:•ae.eu.rno I r..:ros.eatrsu ///' � Royston: Rev.Sr. R.,Date. PREPARED BY LYNN MILLER �,- 1070 TECHNOLOGY DR NE Q'.• g ATE O j •,� ORIGINAL ISSUE N.VENICE,FL 34275 �(v (941)480-1600 C�`s'•.'"GORIDP.• Sod 11fod.L• Srole: Sheet: Oraeinq No. R—* c MGRro tole �// S/ •"AA"1' NG\\\ SGD-150 LMI N.T.S. 14 of 26 SGD150LMI-NOA 0 ALLRiGMrSR SERVED ONr1L if 1�t\\\ CERT.OF AUTH.#29296 A LYNN MILLER, 58735 TYPICAL ANCHORS TYPICAL ANCHORS 3 KSI IN CLUSTERS 2UY WOOD BUCKS IN CLUSTERS TYPICAL ANCHORS CONCRETE AT MTG.STILE SEE NOTE SHEET 1 AT MTG. STILE IN CLUSTERS TYPICAL ANCHORS •&INTERLOCK,ENDS &INTERLOCK ENDS AT MTG. STILE IN CLUSTERS METAL STRUCTURES ' 3 KSI 1BY WOOD BUCKS &INTERLOCK ENDS AT MTG. STILE SEF,CHART., SEE CHART \, SEE SPEC BELOW EDGE 151.° ••,{p{Z+gUNJTI[IE,S,... CONCRETE [SEE NOTE SHEET 1 FOR UANTTTIES & INTERLOCK ENDS FOR QUANTITIES SEE CHART EDGE•DIST. •3 5/�°,..• .FOR QUANTITIES 5 :.�•°:' EDGE fSl .°3 5/8'• •CONCRETEEDGE 3 5/8" -� DIST. I I I I l t2 U V gg tt gg � ANCHOR TYPE As 8Y WOOD BUCKS m4 O m5'_ �s rn ANCHOR TYPE A an ANCHOR TYPE B m ANCHOR TYPE C INTO 2 < m� OR WOOD STRUCTURES .THRU 1BY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE- INTO METAL STRUCTURES - o INTO 3 KSI'CONCRETE - o OR APPROVED MULLIONS DESIGN LOAD CAPACITY-PSF(ANCHORS) WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO " HEAD ANCHORS SHL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH (TYPE A.B&C) (TYPE 82) CWSRR AT 'CWSTER AT TYPICAL ANCHORS: SEE ELF/. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. SNP/INTIm N ENDS SOLE/IN oom DCIS . 4 8 5 4 6 B -•-AT HEAD- - - '- AT 7AMH9- - - ANCHOR EDGE DISTANCES NOW. OODtt ( ( ),� ( 7� ( Y- INTO CONCRETE OR MASONRY-2-1/2'MIN. PANEL MiDTr7 E EM.(+)IXf.+)E7(T.(+) IXT.(+) IXT.+) ExT.(4 TYPE 'A'- 1/4' X 3-1/4' ULTRACON BY'ELCO' Fu-177 NSC,Fy=735 KSQ TYPE 'A'- 1/4' DIA. ULTRACON HY 'ELCO' Fu-177 KSI,F t53 K51 racy wcNEs INT.(-)I INT.(-)I INT.(-) INT.(-) INT.(-) INT.(-). THRU 1BY BUCKS INTO CONCRETE INTO 28Y WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURE= l"MIN. 24-1/8 80.0 - - 80.0 - - - INTO METAL STRUCTURE= 3/4-MIN. 30-1/8 80.0 80.0 I 1-1/4" MIN. EMBED INTO CONCRETE II 1-1/2" MIN. PENETRATION INTO WOOD I WOOD AT HEAD OR JAMBS SG - 0.55 MIN. 36-1/a 110.0 - - 78.2 80.0 - THRU 2BY BUCKS INTO CONCRETE '• THRU iBY BUCKS INTO CONC. OR MASONRY CONCRETE AT HEAD,SILL OR JAMBS V.- 3000 PSI MIN. 42-1/8 82 72.4 80.0 - 68.7 50.0 - I 1/2"MIN. EMBED INTO CONCRETE II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 4B-1/8 66.8 80.0 - 83.4 8D.0 - 34-1/8 62.8 71.1 - 59.3 71.1 71.1 TYPE 'B'- 1/4" X 3-1/4" ULTRACON BY'ELCO'(Fu-177 KSI.Fy-155 KSI)' TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) 24-1/e BO.o - - 80.0 - - I DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY 30-1/6 80.0 - - eo.0 - - 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY XODUCT NSVT" 38-1/8 73.5 80.0 - 71.6 80.0 - = "m t�F76.Id7 42-1/8 84 67.8 80.0 - 64.3 80.0 - I TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) II TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) I paxoptu6... (1^060• .a 48-1/8 62.3 ao.D - 59.1 ao.a So.o INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MLAMI-DADE COUNTY APPROVED MULLIONS g4g�Dat��:,-, 54-1/8 58.4 71.1 7t.t 53.3 71.1 71.1 I OR II OR I �-.` +�"' 24-1/B 80.o - - 80.0 - - INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 6, Ss-1/8 90 69.2 600 - 65.6 80.0 - I ALUMINUM: 1/8"THK. MDS MIN. AIN(6063-T5TION N MIN.)SUBSTRATE II (ALU NUMA:O 1/8N THK. MEIN(6063TION 75"MIN)BSTRATE I SILL RISERS nneli'HAe.P,oao61 c9.rd 42-1/8 61.9 80.0 - 56.7 80.0 80.0 STEEL: 1/8'THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8'THK. MIN. (Fy = 36 KSI MIN.) SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS 48-1/8 38.7 110.0 80.0 53.7 80.0 80.0 (STEEL IN CONTACT WITH ALUMINUM TO BE.PLATED OR PAINTED) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAI AND SHEET 13 FOR CAPACITY 24-1/5 110.0 - - 60.0 - - _ -AT SILL - 1- 30-1/8 7J.8 80.0 - 69.9 80.0 - m 38-1/8 96 e3.9 w.o - ao.6 110.0 - F TYPE 'B2'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI. 1,155 KSQ POURED&HARDENED ANCHOR TYPE B ANCHOR TYPE B a2-1 a s7.o e0.o eo.0 sa.o so.o so.o DIRECTLY INTO CONCRETE NO-MEfAWC/NON-SHRINKAGE DIRECTLY INTO 3 KSI CONCRETES DIRECTLY INTO 3 KSI CONCRETE / HIGH STRENGTH GROUT min 48-1/11 51.9 n.9 60.0 49.3 73.9 80.0L I - -1-3/4" MIN. EMBED INTO CONCRETE - - Yt I f'0-5000 PSI MIN. �+• 24-1/e 80.0 - - 60,0 - - JNOT MUST TRANSFER SHEAR W \ 70-1/B 80.0 - - 14 60.0 - - NOTE: LOADS TO STRUCTURE 38-1/8 59.3 60.0 60.0 58.2 60.0 60.0 ......... ... ...... 102 E ANCHOR CAPACITIES LISTED ON THIS I a2-1/e 52.7 60.0 60.0 50.0 50.0 60.0 . •..•'::::•......:::•' ae-1/s 47.9 60.0 60.0 ass 60.0 60.0 SHEET TO BE USED IN CONJUNCTION :'._... .I ° 3 5/8[•: WITH GLASS CHARTS ON SHEET 13 .TYPICAL ANCHORS`•• 54-1/8 44.3 54.4 54.4 42.0 54.4 54.4 iv °, ••3.5/8'•: IN CLUSTERS' , zrt/e so.o - - eo.o - - LOWER APPLICABLE VALUES CONTROL. AT MTG. STILE . . •. 30-1/8 60.0 - - 60.0 - - = 3 TRACK SYSTEM SHOWN ALSO APPLICABLE & INTERLOCK ENDS HART 36-1/8 108 55.3 60.0 80.0 52.5 60.0 80.0 o TO 2 AND 4 TRACK FRAMES. FOR QUANTITIES ES 42-1/8 49.1 60.0 60.0 46.8 1 60.0 1 60.0 PLEASE SEE FOLLOWING SHEETS FOR DETAILS. rue: - Da ay' Ny LYN 48-1/e 44.5 60.0 60.0 42.2 60.0 60.0 m AGK ImpaGt Resislant �� 1r� .••••••IV ! 54-1/8 41.6 54.4 54.4 39.4 54.4 (sa.a SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) ®Windows&Doors ��.•'• LICENSF 24-1/B 60.o 60.0 - U-1ptf- Data: NQRE fIRONOFA- _� P 30-1/8 60.0 - - 57.2 60.0 60.0 area r.lane ia.L.q n uou 71C:' NO.58705 36-1/8 11'4 31.9 ao.o so.0 49.2 60.o 60.0 ANCHOR LOAD CHART/ANCHOR DETAILS 5/22/19 r.I:......... 1 r..............:= k 42-1/e 45.9 e0.o 60.0 43.6 60.0 60.0 PREPARED BY LYNN MILLER m- Ra4sfon; Rev.W. Rov.Oats: 48-1/e a1.5 so.o 60.0 39.4 s9,t so.o z LIMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS 1070 TECHNOLOGY DRIVE ^ •'•, 3 I Q{ 24-1/8 e0,o - - 60.0 - - F W/0 REINFORCING ALL SIZES ORIGINAL ISSUE N.VENICE,FL 34275 �0�'. STE p` �� 30-1/8 58.9 eo.o eo.o 54.0 ao.0 60.0 S LIMIT EXT.(+)LOADS TO 80.0 PSF FOR DOORS (941)48D-1600 (�s'•.F4 GRID?`.•'•G,NR' 36-1/8 120 48.6 80.0 80.0 46.3 60.0 80.0 a W/REINF. UPTO 96 IN. HT. Serfes/Mod.U: SeaU°: Shoot: Drawir,q No. Rer. co"RIGHTO 2DIB 48-1/8 s8.9 ses 60.0 36.8 33.4 60.0 W/REINF`+ABOVE96TN.6HT.UPTO FOR O�HIGH. SGD-150 LMI N.T.S. 15 OF 28 SGD15OLMI-NOA 0 CERT.OFAUTH.ri29296 A.LYNN MILLR'0. L PEA 58705 SEE SHEET 15 FOR ANCHORS z EDGE DIST. 3 5/8' EDGE EDGE ST 5/8• EDGE 3 5/8• DI E DI E DIST mx •e•. „a. I .. e:l .;a• <: •ja �: '%a . I WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. txk1 OPTIONAL SLANT SILL ADAPTORS ' M11 C E 1 O O ® O ii i! I I I DECORATIVE I II I I jl II II 24 SILL COVER OPTIONAL W4 iI k 4 0Ci I o ii ii l J W I II Ij I II I -4I a n li d jj II II II Ij I!I 4 II SILL RISER !I II POURED&HARDENED !I!! I EB., R�EODE FORD LPADS HIGH STRENGTH GROUT !I! II I! :II NON—SHRINK,NON—METALUC SILL RISER f'c 5000 PSI MIN. tea/ REOD. FOR LOADS i 11 NOT BY CGI WINDOWS ® 15Y//" ABOVE+60 SF ry II MUST TRANSFER SHEAR E7 LOADS TO STRUCTURE I q ' ;zo 1 N = J N �N � � R9tODilCTTiEY�Bi V7\ \ s xMY t4 FTeNty .. . .... ..................... ..::::. a .... ....... .... ..................... .... awpruae No 14..01.63.03 ... .n..:: .:.. .. � .. .4; .^.. .. •.•�. • E>a>rintloo Date al iv '• • ' ',y " B �• . 13 KSI CONC. ••] "a 'I 3 KSI CONC. \ I EDGE'DIST.••• '3 5/B,'• I �i EDGE'DISi.• .•3' • EDCE'DIST.••• .3 5 , 6'>• �S •��-� r-- AA"�ia' PaOdo�tG'w1d SEE SHEET 15 FOR ANCHORS NT Mlo: Drawn W. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant Windows 8 Doors ��•.' �%GENgF Description. Dote: WERESmONfi91^ Q•: THREE (3) TRACK DOOR DETAILS o . . ..bes. . y ; N0.58705 3-TRACK DOOR DETAILS 5/22/19 ,...a.. L _ +V ' Rov7alon; RBy. R0ato: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE _3 J Z ��` ORIGINAL ISSUE N.VENICE,FL 34275 �Q�•, s q (941)48D-1800 `A` '•.FCORION•''/-\�� Sones/Model: Scale: Shaet: Dm.nq No. Rev: COPYRIGN70 M19 /%i S G\�� CrA RSo NAL SGD-150 LMI N.T.S16 of, 28 SGD150LMI.NOA0 RIGHTSEE� tP CERT.OF AUTH.&29298 A LYNN MILL��2,�.�. " P.E.#58705 TYPICAL ANCHORS PANEL WIDTH SEE ELEV. FOR SPACING 1/2"MAX. © E6 DA-0. O RONF.AS REDD. O O LOAD BEARING SEE CHART ON SHIM M15A 1 SHEET 13 FOR CAPACITY ES 1 rc z U :1E O O O O O O V F •.: t t 1 QO QO d O O O O M14A M16AElEl ..–.. - ._.. o !a• w S •. • D.L OPG. 1 EXTERIOR NOM. PANEL WIDTH 1 PANEL WIDTH LOCK STILE INTERLOCK INTERLOCK ASTRAGAL (REINFORCED) DOOR FRAME WIDTH (REINFORCED) #10 % 1-1/4"SS PH SMS 1 PER CUP IX6(OR ER PAN. WOOD BUCKS O AT 18"FROM PEACH END M2 1/4 MAX, - O AND S H SMS METAL O L M2 SB % 3/4"SS FH SMS LOAD BEARING K 1 PER CUP SHIM STRUCTURE PANEL WIDTH 1/2"MAXI 1/2"MAX. _ LOAD BEARING D.L.O. LOAD BEARING = SHIM SHIM TYPICAL ANCHORS w SEE ELEV. U z 6 FOR SPACING z. TYPICAL ANCHORS TYPICAL ANCHORS , O FRODucraEvmft SEE ' SEE ELEV. FOR SPACING ��PI7�E flte Ma�4L 6 � FOR SPACING � 6 _ R><Phtlm Due nO—•.�–TI?Z.D _-- -- ' a Control 0 w _ b DOOR FRAME WIDTH c I FIXED PANEL EXT. 5� /1111111 tl 1 yw c rue: Oro.n 6y: LYNN �•, SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK Impact RIt.esistant ........... ( ) ® LICENSE••.�� i WeItIE 6RWa6H100(S Q-.• ..�P EXTERIOR DasMPtic^ NO.58705 DOOR FRAME WIDTHmea.mu...l,ela..ti n erou– 3-TRACK DOOR DETAILS 5/22/19 r.R�oe.euem..e�o DOOR FRAME WIDTH PREPARED BY LYNN MILLER ti 2% OR LARGER WOOD BUCK Revisie^: Rev.BY• Rev.0o1e: 1070 TECHNOLOGY DRIVEOR ORIGINAL ISSUE N.VENICE,FL 34275 O�•• F ; (V WOOD STRUCTURE Senee/MedeL' Seel6: She.t: Dro.ig No. R— 1�114MPYR�IGWO 2018 S �ORIOP.•NG`�� THREE (� TRAGIC DOOR DETAILS CGIWNDGW56DOOR5 0VAL E t� SGD-150LMI N.T.S. 17 OF 28 SGD15OLMI-NOA O ALLRIGHTSRESERVEO /11111111t\t CERT.OF AUTH.#2D296 A.LYNN MILLER,P.E. P.E.aa 58705 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS U r, WEEP SIZE 1/4" X 1/8" 5Z5 EDGE DIST. 1 3/4' aZ� EDGE DIST. 1 3/4" COX e 3 KSI CONC. mx a;' 3 KSI CONI. REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS \COO '�4r I I \Sm %ate I 1 0 0 E3 2 OPTIONAL SLANT SILL ADAPTORS M11 10 1 Kly Al Ez6 C1 DECORATIVE SILL COVER OPTIONAL j I ,I r U-• 5_ C) I 1 O 0 �4I W = O Ist T:1 p jv J F II li II II J iii � a o W III. O � ��II p a .• ' Sp I I p 1 I III POURED&HARDENED III . 'I I NIGH STRENGTH GROUT III SILL ISER SILL RISER NON-SHRINK, NON-MET C E8.1 OPTIONAL FOR LOADS EB SILL FOR LOADS T'a-5000 PSI MIN. OVE+60 PSF NOT BY CGI WINDOWS ABO +60 PSF M3 LOADS MUSTTTo STRUCTURE i°11 E1 ur li 'TK011TCf REVMft c1 EDG�E•. •... '.�'•'. • r• � •.•.• •'�'' 'a'' I.'.''�'':''S./'''4'•�+'..'�'I.''•'•'•'' . 36 J AE1dp�AM�uTt�aJrt�Te+iAiaauleY.b�lN—O.Awe34.a .. LOWL09CN 7. a: a 3 KSI3K51 CONC. EDGE DST. CONC. VS�4 DISI. SEE SHEET 15 FOR ANCHORS 15 .0 SEE SHEET — 32 G FOR ANCHORS TWO (2) DOOR DETAILS DETAILS rtle: Resistant Impact SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK act® P Qa L�cENSF Windows&Do.. 0—fiPtion: Date: weREtmtpxam- NO.58705 •� nu�.1wn m•.y nn..n,n aau= i 11r 2-TRACK DOOR DETAILS 5/22/19 fib araaea..eraa I r..:soa.aor.aau—� Q Reviabn: Ray.By. Rer.Dalo: PREPARED BY LYNN MILLER �) �5S 231070 TECHNOLOGY DRIVE ATE f :'C(/� ORIGINAL ISSUE N.vENICE,FL34275 T ' (941J 480.1600 �i�C�S''•:c�ORIOT",.•''\�: Senea/MoOel: Scold: Sheat: proving No. Rev: NLVVINDO RESDOORS '��' �0 ALIENC`�, SGD-150 LMI N.T.S. 18 DF 28 SGD150LMI-IVDA 0 1111 CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705, - TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH 1/2'MAX. LOAD BEARING d10 % 1-1/4'SS PH SMS 1i PANEL WIDTH SHI 1 PER CUP G 1 HO D.L.O. M2 88 X 3/4' SS FH SMS D.L.O. y 1 PER CUP 1 E5 $•o - Rr - _-- _. LIP0 w •' INTERLOCK ASTRAGAL FIXED PANEL D'LO' (REINFORCED) EXTERIOR NOM. PANEL WIDTH DOOR FRAME WIDTH 1BY WOOD BUCKS L� 0 1/4' MAX. 10 X 1-14 SS PH SMS SEE NOTE SHEET 1 O Z / �o 1 PER CUP LOAD BEARING 1/2'MAX. SHIM METAL TYPICAL ANCHORS STRUCTURE LOAD BEARING SEE ELEV. #8 X 3/4'SS FH SMS 1/2'MAX. SHIM !FOR SPACING 1 PER CUP LOAD BEARING K SHIM PANEL WIDTH TYPICAL ANCHORS SEE ELEV. 0 FOR SPACING •D.LO. - e TYPICAL ANC RS SEE FOR SPAC(( es DuWing w .!k 1Y t4 F7adAt o WQCgNe � Aecap144ce Nn 1 -O 0 CD3 t. ,•'• Exr. w E•akw-Dale o i�n,Ty�,- w b �t4 •�.- .a._ EXTERIOR DOOR FRAME WIDTH DOOR FRAME WIDTH _I MYisWNlaIFPP�dactC�kpl. er" E27O FIXED PANEL E)(T TWO U TRACK DOOR DETAILS rue: Oram By. LY DOOR DOOR FRAME WDTH SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant �� .'•.CEN 2By WOOD BUCK : Date. WESEWindWs&BoomWPRE Bi •'• sF••'• '� R0N0ER'• Q-•: ';�'O No.58705 WOOD STRUCTURE 5/22/19 i.��aiie•i ieoo I'i�� aii ieii SEE NOTE SHEET 1 2-TRACK DOOR DETAILS Revision: Rev.W. Ron Oats: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE - b - z� ` '• 0 ORIGINAL ISSUE N.VENICE,FL 34275 i T••.. FTTATE F �� (941)480.1800 �� CORIDT`.•'' \�� Series/Modsl: Seale: Sheet: D—In No. Ren COOM1NRRI W O CDOORB ,SZONAL SGD-150 LMI N.T.S. 19 OF 28 SGD15OLNII-NOA 0 A Ri•.m8 RE8ERYEa �N N I j j j j"0" 0" CEERT.OF AUTH.#29295 A.LYNN MILLER,P.E. P.E.#58705 SEE SHEET 15 FOR ANCHORS = EDGE DIST. 3 5/8" EDGE 3 5/8 3 5/8-EDGE DIST. EDGE DIST. Dlsz. „ REFER TO SHEET 15 FORV ARIOUS INSTALLATION CONDITIONS. �S �a. •-. o WEEP SIZE 9 Fr M„ 0 O 17m O m m m m m I OPTIONAL SLANT SILL ADAPTORS DECORATNE O :Ii I �SILL COVER � OPTIONAL d I III I 4 I 1 11 � II O a1 I !I 11 !I I II II II II II SILL RISER I I e REOD. FOR LOADS POURED k HARDENED I I I .!;I I,I A80VE+60 PSF HIGH STRENGTH GROUT j p I Ij NON—SHRINK, NON—METALLIC SILL RISER Cc- 5DG0 PSI MIN. EB REOD. FOR LOADS NOT BY CCI WINDOWS ® ABOVE +60 PSF ry II MUST TRANSFER SHEAR E7 LOADS TO STRUCTURE L p O O (3) O ® ® 1 I I ® ¢ I ��_ � weOliUCr11EV(p8p N N mxwkh theF1NIIQ2 In ..... Aa.#m,tt�N. ::::..:. ::'l t:'.'.'.:'.'.'.':.:':.'.'.:.'.'.':'1::::.'.. LT>,plritlm Dalc ,�2a :.F:.::::�:.::: 2v a t 6 1 `M 1 1W bdr .:a.:' .2• a• I 3 KSI CONC. 'a• I 3 K51 CONC. iQodrd \ EDCE DISE. .''3'S.Me• :a, I E D&T. 3 S,B.'• EDGE DIST. EDG . ' '•�.3.5/8"• • SEE SHEET 15 FOR ANCHORS \\\\Ill llllr� SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AG #r. O \� FOUR (� TRACK DOOR DETAILS AGK ImpactfleslstBM � ��`•'"• ..,•'M/ Windows&Doors Q; 'p Wo: Data: WeeEST WIR- N0.58705 5122/19 a22o r,taus nr.a,na..e,n.M. = : :Y 4-TRACK DOOR DETAILS m2o2.e22.ce29 1 F-305 o2.6Su — G Revision: Rev.Bp Rev,Data: PREPARED BY LYNN MILLER l 1070 TECHNOLOGY DRNE =�O''. Jr%l (V�` ORIGINAL ISSUE N.VENICE,FL 3427fi (941j 480-1800 Sartea/Moeatr Seale: sheet Dro�(ng Na. Rer. COPYRIGHT.2019 ''.`S/ONA1_E��' CGI x1RGowsnooax9 '�7j�rllllll\\\ SGD-150LMI N.T.S. 20 OF 28 SGD15OLMI•NOA p ALRGRRRESERVEO CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E#58705 TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH 1/2-MAX. G2 E8 LOAD BEARING ' SHIM M15A 1 D.L.O. 1 N VSO ---- - WADDveritumm on �9Nbs wie4 ti eAriR a OAte, tta Na J -OL 03.63 1/2.Max. m LOAD BEARING 010% 1-1/4-SS PH SMS i i 1 1 1 O SHIM 1 PER CUP N 0 3 PER PANEL MM M18A o¢ TYPICAL ANCHORS AT 18' FROM EACH END M2 o o SEE ELEV. AND AT MIDSPAN 1/4"MAX. FOR SPACING �8 %3/4-SS FH SMS. LOAD BEARING a 1 PER CUP SHIM METAL cro:. 1/4•MAX STRUCTURE L�SHI�ING METAL El . L3 STRUCTURE TYPICAL ANCHORS E27 Y ;; \ SEE ELEV. EXTERIOR ,� FOR SPACING N TYPICAL ANCHORS SEE ELEV. DOOR FRAME WIDTH FOR SPACING 7.-OR LARGER WOOD BUCKS 1/2-MAX. - _>- • O N LOAD BEARING �..•;•'• 8 0 m SHIM n N EXTERIOR a' TYPICAL ANCHORS SEE ELEV. FOR SPACING DOOR FRAME WIDTH �n w 0 8 EXTERIOR m EXTERIOR DOOR FRAME WIDTH N N G /11111111/ s rulw D—n By. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®wt�ResTRORR[RImpact Resistant1�\ �r�•',IGENS Windows&Doors F Descnption: Date: Q:' - *: No.58705 ••� 5/22/19 4-TRACK DOOR DETAILS ui:aoa.........I nn a...an.aaa: -_ 2X8 OR LARGER WOOD BUCK FOUR (41 TRACK DOOR DETAILS PREPARED BY LYNN MILLER �q OR ReNsisn: Rev.W.IR—Date: 1070 TECHNOLOGY DRT NE WOOD STRUCTURE - N.VENICE.FL34275 .'•��: ORIGINAL ISSUE O•'. TATE F (941)480.1800 i�s•"•F<ORIDP•.• \7� Series/Model: Scale: Shoot: Drvsinq No. Rev: ��9o�otORsNAL SGD-150 LMI N.T.S. 21 9F 26 SGD150LMI-NOA 0 CERT.OF AUTH.N20298 A LYNN MILLER.P.E. P.E.058705 #10-16 X 1/2' HH SELF DRILLING SCREWS AT 6FROM ENDS& 12'O.C. !!!I O 90' CORNER O 135' CORNER III #10-24% 1/2' X10-24% 1/2' FH THREAD CUTTING SCREWS I!I FH THREAD CUTTING SCREWS1 o d II i! AT 6'FROM ENDS& 12'O.C. AT 6"FROM ENDS & 12"O.C. II Ij w E32 0 2 0 1 O� EXTERIOR EXTERIOR D.L. OPG. PANEL WIDTH PANEL WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH X10-16 % 1/2' DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY HH SELF DRILUNG SCREWS AT 6' FROM ENDS & 12'O.C. 1 3/4' (4)ANCHORS 3 5/8• 3 5/8' - J S�`0 0,0 J (4)ANCHORS PROOUGf REVISW u• ,y�1i Ae kK-9 C-t ehp the 8br/da I hatllog Code tucc � 9 -- 6 r �6 X16 ..e16• 8• Et�ntlm Dale—y/7�/=)_Z-[� (6)ANCHORS (6)ANCHORS ES Is —•-�1-��r—,—�� R`dP CvOrd �6 �8 33.T 3 J �1 (8)ANCHORS a• (6)ANCHORS -{. i X11111111/l/ r 6 3 8• 4f- Ptb: Drarn aY: �� `........N/ I 3 I LY- 3' e" SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®tmpacl Resistant �` ��.•''`%GENJF�?�!� ' TWO (21 TRACK THREE(31 TRACK FOUR (41 TRACK TWO (2)TRACK THREE(3) TRACK FOUR (4)TRACK Windows&Doors Q�•' Descnptton: Dote: WEAESTRoaaEo- No.58705 � moa. _*: •: ' CORNER DETAILS 5/22/19 - m:.aca...e.o I...:.oei.r.n.....ous.ma..... _ Roviaion: R..8Y R.,Date: PREPARED BY LYNN MILLER •••• GAE 3 I�.1070 TECHNOLOGY DRIVE O ORIGINAL ISSUE N.VENICE,FL 34275 T ' (941)480-1600 i i Sense/MOOeI: Srnle: Sheet: ororingNo. Rer. CGI No0`A562000CRS '��S10NALIEN�`� SGD-150 LMI N.T.S. 22 OF 28 SGD15OLMI-NOA Q AILPoDHTSRESER D CERT.OF AUTH.929298 A.LYNN MILLER,P.E. P,E.558705 TYPICAL ANCHORS TYPE M A. B OR C 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. I 1-1/4'MIN. BLOCK EMBED 1-J/4"MIN. CONC. EMBED 1/8"MIN. METAL THICKNESS EXTERIOR MOUNTED coNC. BLOCK 2 POCKETED JAMB I •;x wooD METAL \O EXTERIOR z a TYPICAL AT PANEL 4 CORNERS POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE RENEWED BY AHJ DOOR FRAME WIDTH 2 NOM. PANEL WIDTH _ O O O O Q 19tODUCfYEY�6p ,,.,•.,•.•, --- - raotapgi�eGh thdFlarldt 1 Q Q O O o O O Awpuoallo _6balldlin Lo3•a3 e►p nmu L%0174-4-2 {702.0 ...... L tti�, 1•LL.__ ` 2 2 EXTERIOR \\\1111 a Irrrrr Title: Drawn W. �. i, O .. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Impact Resistant \��•' \\CENSE'•�((�%i ®Windows&Doors Z. Desalptlon: Date: tYfRE3U=0ER- - No.58705 �• '5122/19 :M.M.M. Wra. avuti na...,n aoora - DETAILS r.lI Msion: R— PREPARED BY LYNN MILLER 23 W. Rev.Dale: 107 I ;•�� R ` 0 TECHNOLOGY DRIVE O SATE F I ORIGINAL ISSUE N.VENICE,FL 34275 �� RC ORIDP`.•'•G�=� (941)480.1600 �i SS•,••'••••••'• Series/Yodel: Smle: Shael: Drawing No. Re, CCP MGHTO 2018 CGIIMHDOW58IbGRS rrrllllll 11\\\ SCD 150 LM1 i N.T.S. 23 of 28 SGD15OLMI-NOA 0 AIL WGH RESER 0 A. CERT.OF ALITH.029296 LYNN MILLER,P.E. PER 58705 CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS E1 CGI-183 FRAME SILL 2 TRACK 6063—T6 CGI EXTRUDER — M2 CGI-171C FIXED PANEL CUP(2-1/2'LONG) 6063—T5 — 3 0 FIXED PANEL E2 CGI-151 FRAME JAMB 2 TRACK 6063—T6 CGI EXTRUDER — M3 CGI-173 FIXED PANEL SHIM NYLON — 2 PER FIXED PANEL E3 CGI-186 FRAME HEAD 2 TRACK 6063—T6 CGI EXTRUDER — MID CGI-176 FRAME HEAD ANTILIFT&PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. E4 CGI-153 EXTERIOR INTERLOCK 6063—T6 CGI EXTRUDER — M11 W2320ING PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUN. — ES CCI-154 INTERIOR INTERLOCK 6063—T6 CGI EXTRUDER — M72 — 807TOM RAIL STIFFENER, 1'LONG,2 AT EACH END ALUMINUM CGI EXTRUDER' 4 PER BOTTOM RAIL E6 CGI-155 MAIN STILE 6063—T6 CGI EXTRUDER — M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL E7 CGI-156 TOP&BOTTOM HORIZ 6063—T6 I CGI EXTRUDER — M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL E8 CCI-157 SILL RISER 6063—T6 CGI EXTRUDER — M14 SGD-500 DUAL MORTISE LOCK ST/Si SULLIVAN ATTACHED TO SGD-503 E8.1 CGI-181 ALT. SILL RISER(OPnONAL) 6063-16 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 — MIS SGD-507 KEEPER ZINC SULLIVAN INST. W/2 #10X3/4'PH E10 CGI-159 INTERLOCK REINFORCING(LENGTH-FRAME HT. —87 6063—T6 CGI EXTRUDER — MISA SGD-507N KEEPER ZINC INTERLOCKS INST.W/2#10X3/4'PH E11 CGI-182 FRAME 51LL 3 TRACK 6063—T6 CGI EXTRUDER — M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST.W/2#10X3/4'FH E12 CGI-161 FRAME JAMB 3 TRACK 6063—T6 CGI EXTRUDER — M16A PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.W/2#10X3/4'-FH E13 CGI-185 FRAME HEAD 3 TRACK 6063—T6 CGI EXTRUDER — M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS E14 CGI-16B OUTER TRACK ASTRAGAL 6063—T6 CGI EXTRUDER — MIS SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN E15 CCI-170 POCKET HOOK 6063—T6 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 EQUN. 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 — M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. 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.PHL PH.SMS. ST/ST.ASf.SCREW — — 2 OR 3 PER CORNER E21 CGI-156A TOP&.BOTTOM HORIZ (OPTIONAL) 6063—T6 CGI EXTRUDER — E22 CCI-15EIA ASTRAGAL (OPTIONAL) 6063—T6 CGI EXTRUDER — E23 CGI-1681 OUTER—TRACK ASTRAGAL.(OPTIONAL) 6063—T6 CGI EXTRUDER E24 CGI-160 DECORATIVE SILL COVER(OPTIONAL) 6063—T6 CGI EXTRUDER — SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS E25 CGI-184 2.3&4 TRACK FRAME SILL SCREW COVER 6063—Ts CGI EXTRUDER — TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT E26 CGI-187 2,3&4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - MAIN STILE AT 40" FROM BOTTOM E27 cc1-1a9 FRAME JAMB SCREW COVER(OPTIONAL) so63-T5 ccl EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) rE32 7 CCI-1028 FRAME HEAD 4 TRACK 6063—T6 CGI EXTRUDER — ZINC RECESSED ADAPTOR (PART #SGD-503) (PSOI-0036-117) ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) CGI-1029 FRAME SILL 4 TRACK 6083-T6 CGI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER — CGI-1057 FEMALE CORNER ADAPTOR(90') 6063-T6 ccI EXTRUDER - DOUBLE LOCKS: READ. AT 90' AND 135' CORNER PANELS ONLY CGI-1058 FEMALE CORNER ADAPTOR(135') sa63-Ts CGI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM CCI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - BOTTOM CGI-382V GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) FVC - - 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 PRODUCCREVNIF* CONNECTING BAR (PART #HD-3310142) --Phnwkkab 7 e6 ZINC HANDLE SET IWNinE Cede SECURED WITH (2) 6-32 X 1-1/2" OH MS AxVuDaq-L�-gCO3-03 STEEL KEEPER (PART #HD-3310143) SECURED WLTH (4) 10-24 X' 1/2" PH THREAD FORMING SCREWS tttt111111Tr� nue: Drorn Or. .�� LTISON.......IV y///", SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® 6 &Impact Resistant `aC OCENSF•!! 1Windows&Doors Q. .ct`�' DeudP6on: Date: ; No.58705 BILL OF MATERIALS 5/22119enor.Pam.r...r,mw..,..aaou = Re.iemn: Rov.BY: Rev.Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE0 .• ^��•j q�� LL/ ORIGINAL ISSUE N.VENICE,FL 34275 % (t'• TE O •:(V\ r (941)480-1600 i CCs •.�ORID?•,.•' ��; Serie model: Seole: Sheet: Dnriny No. Rx. C��!D MID '�'�iS'ONALCGIt��G Dcoks SGD-150 LMI N.T.S. 24 OF 28 SGD15OLRAI-NOA 0 CERT.OF AUTH.#29298 A LYNN MILLER•P.E. P.E#58705 4.735 --5 921 1.340 1.340 .070 -ITI' .070 -� •ATI- 120 1.250 .860 .847 '•Zsp .847 I .99�5 I .050 •98 5 .99��JI(�[�,OS- p .975 1.250 71 . II 1 3.255 � 184 J bll�-� 3.255 4.250 '4.250 E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) •070 GLAZING BEAD GLAZING BEAD L[ LAM.GLASS INSUL LAM.GLASS 995 .995 .075 .075 4.65 1.186 070 2 soo 070 2.600 Q TOP/BOTTOM HORIZ TOP/BOTTOM HORIZ (OPTIONAL) " .725 .664 T .060 1.831 3.000 •� .753 3.000 •� 1.501 T I .070 •995 .070 4.735--d 5.921 .125 156 L E1 FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) 1.490 1.415 M2 FIX. PANEL CUP 3.000 1.490 1.415 .120 1 3.750 3.750 2.005 ®RIOR INTERLOCK (OPTIONAL) 2.005 2.755 .070 .155 1.366 •125 E6 MAIN STILE .595 3.750 - MAIN STILE (OPTIONAL) 2.755 3.000 .070 1.870 .995 •265 .125 3.000 1.610 .095 O .095 - E3.510 3.572 SILL RISER (OPTIONAL) 1.610 1.670 1.600 1.870 I .070 1.770 .0801.416 1.770 -.060 1.415 3.188 3.572 2.005 1.255 2.005 .070 .070 2.005 1.625 2.005 O INTERIOR INTERLOCK .582 1 1.186 �- 1.255 INTERIOR INTERLOCK (OPTIONAL) OUTER TRACK ASTRAGAL STILE Q INTERIOR TRACK ASTRAGAL STILE '995 E14 2.120--4 ® 2.005 p-1.625--(� Q INTERIOR TRACK ASTRAGAL 060 7.631 POCKET HOOK (OPTIONAL) ��rOENI®Y 1.501 45 auvw"_*kit tb.l+g`�e_�l4'� 3.750 .125 1.310 �,. �e 0 03 t® .156-t .155 INTERLOCK REINFORCING 3.000 Ea EXTERIOR INTERLOCK °c1 Cox4i"L .070 .572 11111111// 3.510 .625 rue: Oram By. `�� NA LYN/v 741 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant �� OCENS t.870 Windows&Doors �2�' F 1.602.591 0 DeecrPate:ipU-: WF6E tifRONOER^ . 1.920 NG.58705 2.670 3.341 mR�..Rw wu.O,eOa...,11 RDRU - '"l- L062 EXTRUSIONS 5122119 m:RResu.coa I InURR.iN..eli 2.005 Revialon: Rev.BY: Rev,Dote: PREPARED BY LYNN MILLER - NALTNT0,11 1070 TECHNOLOGY DRIVE �ORIGINAL ISSUE O ® II 1 (94480.160034276 i''C�'•. F(ORIDP,.•' \_� I�-.625 .625 '•...... _\ E23 Serier/Nodel: �NT-*S, F25"*O'F Dioriny No. Rer. eOPYRI WS&DOORSILL COVER(OPTIONAL) uwoMMSe�o �r, NAlOUTER TRACK ASTRAGAL (OPTIONAL) Ea.1 SILL RISER (OPTIONAL) SGD-150 LMI 28 SGD150LMI-NOA 0 CERT.OF AUTH.#29296 A LYNN MILLER.P.E. P.E.#66705 1.615 2.270- 7 .270 I I 060 125 \ .128 A8865 .128 y .128 - .2601FT -- .125 / .190 1.650 .640 3.528 IIS^^• 1,886 •125 1.485 4.765 .065 ® FRAME HEAD COVER l.J / 774 .190 .774 1.330 .080 1.621 ��640 2.411.520 .344 1.886 1.347 I I 2.581 I 1 .625 ® FRAME SILL COVER E31 FEMALE CORNER ADAPTOR (90') E32 FEMALE CORNER ADAPTOR (135') a3 MALE CORNER ADAPTOR O FRAME JAMB (2 TRACK) .243 1.375 1.791 060 1.620 ©r1H FRAME JAMB COVER 5.951 ,080 1.620 .725 .065 .125 .545 I .090 I 1.620 1.508 I I .065 .625 I .664�1 FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP malwC f ft hwA�g m.[sop rhe F1u+10. • A.nplryre Nu N6 Eep<�tlm Uste .� 1 corfr.i 11tH NY LYNN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant `�` �O,......,•, Windows&Doors . ��• �10ENgF'•.�� D-dp on: Dot.: WEIMURO80IIi' 5219 m . 0 • No.58705 EXTRUSIONS 1:.r.u..0 I r..:.o....n.u.. - •///; Rowton: Rw.By: Rw.Doto: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 �O�'•, A E IU� 941)480-1600 •.,F<ORIOP.••'G\=� S-d.s/Model• &W.. Sh.et: Dm inq No. Rer, copes me 20:.ES SGD-150LMI N.T.S. 26 OF 28 SGD150LMI-NOA 0 "uRcesR�D y��i/��rNALF\`� CERT.OF AUTH.029296 A.LYNN MILLE 1,�.�. P.E.0 58705 7.750 .080 52 .925 .857 1,250 T FRAME HEAD (4 TRACK) .080 2.6100 753 I T �7.730 E29 FRAME SILL (4 TRACK) FRAME TOP CORNE1.375 4 TRACK SHOWN Ilk 1.620 1.620 7.750 �� 52 1.620 / .080 4JLODt1cCREVOW ,p95 1.520 r cmpigt�g ailh IGe Fiolkb lu"In ceN. ! -OGo3•o3' /' fjy�lneWf D.I. 20 /S4 1. ......a►- � I—.szs JT" Piwat coo" 0 FRAME JAMB (4 TRACK) 111 u u 41, Till.: LYNN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Impact Resistant t�.• _1GENgF•,�(� Windows&Doors oes don: - nate: Wt�tmt°lttmt� INSTALLATION DETAILS,EXTRUSIONS 5/22/19 fl�.6.IDLL.1 i4up.blueIl2.]OU - : N0.68705 f RMsion: Rev.BY. Rev.Date: PREPARED BY LYNN MILLER 5 107D TECHNOLOGY DRIVE ��O••_ •�L/ ORIGINAL ISSUE N.VENICE,FL 31275 I T (941)480-1600 ��s'••��ORIDP;.•'•G\?� FRAME BOTTOM CORNER Se,ie./Mod.l: sml.: ISh..l: D—I. q No. Ra c°v M-C 2me �i�s/0• 4 TRACK SHOWN n�iinOMs 6se /" 11fNAL111" SGD-150 LMI N.T.S. 27 OF 28 SGD15OLMI-NOA 0 CERT.OF AUTH.#29298 A LYNN MILLER,P.E. P.E.#58705 S2 S2 52 FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/ROTTOM CORNER S2 MITERED BEAD CORNER(TYPICAL) 0 I S2 �/ 52 / i'ROPUCf REVISIE6 r :`1 r1n1 with toe Atom, / fiattMng Coda ' Aorvi.aee No � -0003.03 /. Esptrotka Pate. v/�2U �`�✓' rcoHry PANEL TOP/801TOM CORNER /' FRAME BOTTOM GORNER SQUARE BEAD CORNER(OPTIONAL) 2 TRACK SHOWN 71ti.: Drown By. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ��.•' \GENSF•�C� '� Windows&Doors D.—iptlon: D,to: WIMSTRoxaER' N0.58705 ereo v.coos m..�.ud..e,n uou— INSTALLATION DETAILS 5/22/19 r.n eae.ew.eee.I r.o eoeen.eui_ PREPARED BY LYNN MILLER�� •;" �m5 R.Naion: It—Sr. R".Dot.:FRAME BOTTOM CORNER 7070 TECHNOLOGY DRIVE ��'•• 5 :•�� 3 TRACK S' ORIGINAL ISSUE N.VENICE, 90.160034275 C�\ 'c(ORIDP,.•'• S.d.v/Modal: Sc.l.: shoot. Drown No. Rev: COMIGwfCP o /Si5 G 7 ALLRIGMiSRE9ERVEO ''//>�NAL1 \\\\ SGD-150 LMI N.T.S. 28 OF 28 SGD15OLMI-NOA O CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E#58705 t RECEIVED NOV 0 8 2019 MiAMI•DADE -DADE COUNTY aI ST. Lucie County, PZ1 ONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSIONV .15'�- �0 F"6786)315-2599 NOTICE OF ACCEPTANCE OAml� o /economy CGI Windows and Doors,Inc. 1ANC.E 10100 NW 25'Street ST. L UCIE COUNTY Miami,FL 33172 BOCC 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(AHD). This NOA shallnot be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:-Series"Sentinel 110" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUIIIENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise 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#15-0512.10 and consists of this page i and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-1018.08 fM1AMtMt2A E CouNl Y Expiration Date: September 22,2020 Approval Date: December 21,2017 flnll' ,t j Page 1 f f CGI Windows and Door;Inc. NOTICE:0F ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBAUTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No.10-0510.11) 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H.Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 7500 PVC fixed window,to qualify DuPont`Butacite PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. 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 7400 PVC project out window,.to qualify DuPont`Butacite"PVB interlayer,Duraseal(V and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WB,dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. 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 238 aluminum fixed window,to qualify DuPont`Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 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 a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory,LLC, Test Report No.BTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.1.1) Manue P ez, .E. Product Control finer NOA No.114018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-1 a t i CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-511 Edition(2014), dated 09/08/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-091 S.06) 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 "SentryGIas®(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their-"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18.- 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. .. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition.(2014), and of no financial interest, dated 08/26%14,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. . (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by RER,Product Control Section, signed by Jaime Gascon,'Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window-L.M.I. approved on 02/05/15 and expiring on 09/22/20. X A.14 Manue er P.E. Product Cont of miner NOA N .17-1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-2 t CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBIVITTTED A. DRAWINGS 1. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H.Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision D dated 09/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 61h Edition (2017), dated 09/29/17,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. 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 "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB GIass Interlayers"dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and 9aflex HP Composite Glass Interlayers with PET Core" dated 09/07/17,expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 51h Edition(2014),with FBC 60' Edition(2017),and of no financial interest,dated September 14,2017,issued by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. 'OTHERS 1. Notice of Acceptance No. 15-0512.10,issued to CGI Windows&Doors for their Series"Sentinel 110"Aluminum Single Hung Window-L.M.I.,approved on 08/06/15 and expiring on 09/22/20. Manuel r P.E. Product Contr E miner NOA No. -1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-3 53 1/8' 52 1/8' 52 1/8' r, FLANGE WIDTH BUCK WIDTH BUCK WIDTH Iw�v c 47 7/16` 47 7/16' 47 7/16• `Y o D.L.O. (FIX.LRE) FALSE MUNTINS D.L.O. (FIX.LITE) (F(ALSE MUNTINS D.L.O. (FIX. UTE) S. MAX 20M9/1 B'** OPTIONAL ACE APPLIED) 5 1/Y MAX. 20 9/18'** OPTIONAL APPLIED) 20 9/16' O f• y FWD MAX. 5 1/2'MAX. MAX. *# f HEAD/SILL A HEAD/SILL HEAD/SILL Al HEAD/SILL HEAD/SILL HEAD/SILL CORNERS 4 CORNERS 6 CORNERS 7 o a x� D II II �7 II II � II II 0 cr 0 G 8 -----ff--rte ---- '� O a c c ii Mo oz n Oo�¢ 0 6 s ii ii 7 B u u - fY z� n m o II II m !rIt I r ----- ----- r� ----- -- if 117, M Z M Q II II m 5 M p II 11 M j M p II II m J U M µSJ C ii li ' C7 �i ii 're-aa 4 11 II 6 I II 7 ii ii �' 3 ti 2 W 47 7/16" Z 47 7/16' mg_ FALSE MUNTINS 47 7/16' mlQ N D. APPLIEDL.O.(VENT) D.LO. (VENT) \ o (SURFACE OPTIONAL D.L.O. (VENT) \ o Cl 2 N mp 50 1/4' 50 1/4' U 50 1/4' N VENT WIDTH VENT WIDTH VENT WIDTH z O in M FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME E c zGj" SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW N o rn o_ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION CHARTS SHOWN ON SHEET 2. O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY $ APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS * `o IN BETWEEN. CENTER ANCHOR REQUIRED WHEN Q LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVALSPACING EXCEEDS 20 9/16° v g WILL APPLY TO ENTIRE SYSTEM. S 2 g THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED GLASS REQUIREMENTS OF THE 2014(5TH EDRION)/2017 (6TH EDITION)FLORIDA BUILDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INSULATING LAM. GLASS % 2 "e^ 1BY OR 2BY WOOD BUCKS&BUCK FASTENERS BY OTHERS,MUST BEo o o H DESIGNED AND INSTALLED A.DEQUAT1lY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT T 8 c 9 8 TO THE BUILDING STRUCTURE. SMALL MISSILE IMPACT d m o ANCHORS SHALL BE CORROSION RESISTANT.SPACED AS SHOWN ON DETAILS O AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. `��RaD,!u7 A LOAD•DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. i�'i�i (5 �� CBNS ALL SHIMS TO BE HIGH IMPACT.NON-METALLIC AND NON-COMPRESSIBLE $' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT Z N .70592 COME INTO CONTACT WITH OTHER DISSIMILAR MATERWLS SHALL MEET THE PRODUCEREVISM REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS, ae cemrjyhvwiIhtbs Ffxib THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Dwldi gCode FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY Acceptance NoM-120_110 B �® ATE OF '•Qf/� drawing no. Expltn n Dale ?DZD OF STRUCTURE RECENDiG THIS PRODUCE AND SEALING AROUND OPENING FOR % ORLU�•''�j0`� W10-03 WATER INFILTRATION RESISTANCE ETC. By i�"•" AND TOBE NREM SHOWN BY BUITML .DISNC OF �FNICII E TO BE ANALYZED SEPARATELY. - Miaml ade Product A7�I��1\\\\ sheet 1 of 9 EQUAL IITES WINDOWS UNEQUAL LITES WINDOWS DESIGN MAI)CAPACITY-PEP DESIGN LOAD CAPACITY-PSP L) FLANGE DUM BUCK DLIIS. Icuss TYPB9'A•4'A1'a=TYPES'B'A'BY FLANGE DOLS. BUCK DOLS. ILAY.TOP LITE GLASS TYPES'A'B'AY GLASS TYPES'B'k'Bl' o WIDTH HEIGHT WIDTH Hew IXL(+) tIR(-) OR.(+) 1MN. IX .(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DN. 1M.(-) F](L(+) 1M.(-) 19-1/8' 18-1/8' 75.0 75.0 80.0 8510 53-1/8• 76' 52-1/8' 75' 36-1/4' 75.0 7S0 80.0 85.0 26-1/2' 25-1/2' 75.0 73.0 80.0 85.0 49' 79' w. 78• 39-1/4• 75.0 75.0 80.0 85.0 O g 9( 3T 29' 36. 25• 75.0 75.0 80.0 B5.0 26-1/2• 25-1/2' 70-5/6• 75.0 75.0 80.0 85.0 F g iFli u 49• 48' 75.0 75.0 80.0 85.0 31' 30• 63-5/8' 75.0 75.0 80.0 85.0 a d 5 53-1/8' 52-1/8- 75.0 75.0 80.0 85.0 33' 85' 32' 84- 60' 75.0 75.0 80.0 85.0 I9-1/B' 18-1/8' 75,0 75.0 80.0 8.5.0 37• 38• s3-1/2• 75.0 75.0 80.0 MO lV 28-1/2• 25-1/2' 73.0 75.0 BOA 85.0 43' 42' 45-1/4' 7b.0 75.0 80.0 85.0 p 37' 38-3/B' 38' 37-3/8' 75.0 75.0 80.0 85.0 O�j y W 49' 48' 75.0 T75.0 80.0 85.0 52-,/8• 75.0 75.0 80.0 85.0 a& W a 19-1/6• 18-1/e' 75.0 75.0 80.0 B5A WIDTH - 26-1/2• 25-1/2• 75.0 75.D 80.0 BS.0 37' SO-5/B' 38' 49-5/B' 75.0 75.0 80.0 0.5.0 afI•I Z LL Nig 49' 48' 78.0 75.0 80.0 55.0 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 Q W Omi•L 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 o O 37• B3' 38• 82' 75.0 75.0 80.0 85,0 = �?; •� 49• 4B' 75.0 75.0 80.0 85.0 m O L3 N 53-1/e' 52-1/8' 75.0 74.0 80.0 85.0 � 19-1/8' 18-1/8- 75.0 75.0 80.0 85.0 1 26-1/2' 25-1/2- 75.0 75.0 80.0 85,0 O c 37• 76' 36• 1' 75.0 74.0 MaoA UNEQUAL LTTES.O B5.0 49• 49' 75.0 7s.o es.o (ORIEL TYPE) 3 L 53-1/B' 1 52-1/8' 75.0 75.0 80.0 BS.0 p 1B-1/e' '18 75.0 75.0 80.0 85.0 f7LLJ4 28-1/2' 25-1/2• _ 75.0 75.0 80.0 85.0 r 37' �• 36• 75.0 '75.0 80.0 85.0 c N 48-1/2' 45-1/2' 75.0 75.0 80.0 B5.0 X•TYp' BUCK DIMS Yt•TAP. o CI=N o N N•^-• m 4{ p M rS �3 � PnOTti FLANGE FRAME FLANGE DIMS I w i BUCK DIMS -- O EQUAL LEG FRAME u g�g BUCK DIMS EQUAL LRES H o�•, FIN FRAME ` BUCK DIME � S•'uCENS�c''•,• Y PRODUCT REVISED - o NOTE: m complying w)OAtha Rwkla GLASS CAPACITIES ON THIS SHEET ARE 'A-11"t ��•• o `I Acccptuaco Ab� OfB.�$ ��.• BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAM H>pim[ionDate �OZD i A�� 9 AND FLORIDA BUILDING COMMISSION RANGE DIMS � drawin no. DECLARATORY STATEMENT DCA05-DEC-219 t;y 'i /"'' ' ��q�`� �W10-03 Mi Ode Product 77/r AtA11\\` sheat 2of9 1/8'ANN. CLASS 1/8'HEAT STREWO GLASS v 075'Interlayer 075'Interlayer Saflex CP With PET Core Saflex CP With PET Care ROR Chemical Co.'- By'Eastman Chemical Co.' Z �n 3 090'Interlayer090'Interlayer 0 F y zd SaAez Char And Color Clan Saflex Clear And Color Glass �� 2 a By'Eastman Chemical Co.' _ By'Eastman-Chemical Co.' � OR ' OR �0�`6o 090 Interlayer 090'Interlayer Sentryaw 'SentryGlc9 By'Kumray America, Ina.' By'Kuraray America, Inc.' IL c 0 OR % 090'Interlayer 090'Interlayer 8 N Trosifol PVB Troeifol PJB G7 By'Kuroroy America, Inc.' By'Kurnray America, Inc.' O � o 1/8'ANN. GLASS �.+ 1/8'HEAT STREN'D GLASS 0 L 0 Q o o cat�a y SILICONE 120 �{ SILICONE GG M1 GE 1200 5 M1 GE 1200 ce DOWCORNING 899 u DOW CORNING 899 J DOW CORNING 995 DOW CORNING 995 Q O 0 O (5 ai ED Vl N W 14 N N4 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES i W WIDER THAN 36' M4WIDER THAN 36' C n GLASS TYPE 'A' GLASS TYPE •B' 3 �' 5/16'OVERALL LAN.GLASS 5/16'OVERALL LAM.GLASS N ro (L.M.I & S.M.I. _ OO ) r, o w 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS C 075'Interlayer .075'Interlayer t7 r,m- Soft CP With PET Core Saflex CP With PEr Core By'Eastman Chemical CO.' By 'Eastman Chemical Co. 3 N OR ORz 0 3 M 090'Interlayer 090'Interlayer C Z�i Saflex Clear And Color Close Saflex Clear And Color Glass 0 - R'Eastman Chemical CO. By'Eastman Chemical Co.' 0 1/4'AIR SPACE 090' Interlayer 1/4'AIR SPACE 090'Interloyer U 0 SentryGlcs SentryGlas 'A 1/8'ANN. GLASS .;OR'Kuroroy America, Inc.' OR'Kuroray America, Inc.' O 090'Interioyer 1/8'HEAT STREN'D GLASS 090'1 ited yar Troslfol PVB Troslfol PVB C By'Kuraray America, Inc.' By 'Kuroroy America, Inc.' e R 1/8'ANN. CUSS 1/8'HEAT STREN'D GLASS c rn g S SIUCONE se SILICONE d S Z CE 1200 Z GE 1200 _ DOW CORNING 899DOW CORNING 899 r is Mt DOW CORNING 995 r N7 DOW CORN NG 995o a r. PRODUCC ItBVISBD in i as comTAyia8wfthlhsFbdb XL EDGE SPACER XL EDGE SPACER 8uildte8 Codd ST. STEEL BY'CARDINAL' i I ST.STEEL BY'CARDINAL' Aemptance140 Dl D 0 a m OR OR Expimtion Date c 0 DURRASEAL BY'WANE%' DDURRASEAL BY'OUANEX' 3y a E9 SUPER SPACER BY'OUANEX' E9 SUPER SPACER BY'OUANEX' NO u ads Product �� ••••.. �i i •r _ W M4 AT 1/4 POINTS ALL SIZES N4 AT 1/4 POINTS ALL SIZES I, Ali? O.T c \ c GLASS SR TYPE 'Al' .LASS TYPE. 'Bl' _ Y} •.7!T_ u � 0.70'OVERALL INSUL LAM.GLASS AS 0.70'OVERALL INSUL IAM.GLS (L.M.I ONLY) OF :Wdrawing no. (S.M.I.) ., ' • ir�©omv IN ORDER DO �TPE' MIMPACT ¶ , �lL�l�.t W10-03 ROR PLYFcYE'AAl 'B1' MUST BE TEMPERED. j x�` sheat 3 of 9 TYPICAL ANCHORS�. FLANGE & FLANGE ADAPTOR FRAME y.V o 1BY FOR SPACING WO0D BUCK METAL .•.\ I .. STRUCTURE p 4<.• •.e G v .a: 4 d v --EDGE,.•DIST—. TYPICAL ANCHORS Z g r 0"* m F�--_=-- 1/4•MAILBUGK WIDTH 1/a•MAx. FLANGE & FLANGE ADAPTOR FRAME �V SHIM SHIMS O1 t ANCHORS TYPICAL CFO� � Se S5 SEE l". Z q FOR SPACING t FOR SPACING F• 1 t Ms o.o FLANGE ADAPTOR FRAME D'".1 6 0 •o I10 ��1 U log MEIAL _ 8 STRUCTURE ro •V 1/4• (�G el`I Odoo W O�tla � o O � ter A LL ztd_ EXTERIOR 1 WOOD BUCKS t D.L.OPG. •° v E7 j i� OQ Q w al f Ir O O H \ m 1/4•MAX. BUCK WIDTH W ii I SHIMS SHINS F. i V c m� Ci I pp _ TYPICAL ANCHORS O 'TYPICAL ANCHORS SEE ETM/. FOR SPACING a R SPACING H po 1 1/4•. 1 1/ © � � � W NM m Ed 3 Mm wooD z v 3 • WOOD STRUCfUR � '��o � o rn wooD eucK�s t g U o N MIAMI-DADE COUNTY o APPROVED MULLION P &MULLION ANCHORS 1/2•TYP. e SEE SEPARATE NOA EO m BUCK WIDTH BUCK WIDTH INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. m„1 PRODUCT R£YISPD I I as comnlYj6wlthlhe PlOtM>• <m u o I I DuildioaCd. 11111111111 O + _ Acconlm,ca rw!'A 108 OS ```1t lllli o _ F-ipimlion Date � i o . a, %;amisae Product. No.7p592 g \ ��'•' ATEA : 7la11ing9 no. gta X 1•FH.SMS. %�s .•0R1D �yi3` W10-03 �1j1/®NAL&" sheet 5 of 9 TYPICAL ANCHORS METAL (L V - :...• a..;-.Y e a A v d`da',,a• as'�d.;°:I d. SEE STRUCTURE 3 0- a N rIII E II QUAL LEG----F---R--i1IjI1�A IIi1I ME 1B FOR SPACING d0WOOD BUCK TYPICAL ANCHORS ------------- r------------ SEE ElEV.EDGFa015T. OVEDIAMI-DAOE COUNIY APPRFOR SPACING I> EDGE ULLON&MULLION ANCHORS SEE SEPARATE NOAGE I EDGE DIST. 3-7�II ' it Q 0 Q�6 S Al M3 Et -- a EB I __— i V N N v O TYPICAL ANCHORS TYPICAL ANCHORS Q'SEE ELEV. SEE s x El o FOR SPACING FOR SPACING 0 O b C TYPICAL ANCHORS MIAMI-DADE COUNTY m Z n FOR SPACINGULLION &MULLIONMAN HORS us U) oM9 t/4•MAX. BUCK WIDTH BUCK WIDTH SEE SEPARATE NOA .J u S E . J SHIMS BUCK WIDTH a pTj m f D1 0 SWEEP LOCK 1 1/4'0 I I fD OPNONAL TO t EGRESS LOCK AT SILL 0 v 0 It IL J}V�LJ O =C3 W m #14 X1' FH. SNS. Gf 3 NE3 ED M M k I = V J N W y�W Z t2 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 0 INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. o t C I it ol9 � 2 3/8MIN. N e t 54 � t 1 I �• Q de` m §g r� I TYPICAL ANCHORS 0 MB - I .. °•.. •' I I SEE ELEV. PRBDUCC REVIS'HD FOR SPACING ` m O 2 14 �� p cdmplyinS with Ub FlaMs noc pog Co& E2 . Expiration Datc ZD `� ��':•• Mi nde ProductC NO. WHEN USED THE MIN. WO OD BUCK :t D592 .-. •• ..• s DEPTH SHALL BE 2%". THE USE OF g "• DEEPER OR BEVELED WOODBUCKS IS EDGE Df.o I, �Lµ1;HORS PERMITTED. f STATE OF 6t,� drawing no. tgy I FOR SPACING 'i� •..ft ORIDp;.• �\�` , WOOD BUCK W10-03 �tlttllt ll�t` sheet 6 of 9 r i TYPICAL ANCHORS FRAME �y.V ILLUSTRATIVE OTLSEES.ONLY ELEV. EKT.OR INT.FINISHES E11 FOR SPACING NOT BY CCI z o ro HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING d v 6 0 NOT BY CGI O 00 �8 SMS (GRADE 2 CRS) a N O/�2 E1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES EB 11 BACKBm 1-1/2" MIN. PENETRATION INTO WOOD N CAULKING pCCY Q {� M2 0 0 4 Q z N LL G Q�iEif � o � I I I � N OL SWEEP LOCK m 1 OPTIONAL SSTO EGv7 C r EGRESS LOCK — AT SILLWOOD Q 3 � v NOT�UCTURE 1/4'MAX. BUCK HEIGHT 1/4'MAX. x O I0 ITJ GAP GAP rn 0 0ui _ E41/2'MIN. 1/2'MIN. C N S O o=N o W j I 3 NM j 1 i m d 0 M n w D2 30� E2 _o JE,IACKBED O , E3 ULKING g U O GII 1 O E1 C2 sa ' ' m2s2a 1 HOUSE WRAP E8 NOT BY CGI in + iE8EXTERIOR M8 . 38$� D.L..IPC. `c i m t4 PRODUCTRSVISM BACKBED i.wmylyin3wlWlhe Ffmi9i \\\11111111/ CAULKING 3uildiog Code E2 ' Ae-P,ice No -T �� ,••' i l E•:pimioo Datc '1D : '� \1CF�SS':�✓ g I HOUSE WRAP .a xmi da Fl.uel",C0i11YUQ NOT BY CCI 1 1/2' OF � � draWiO Et TYPICAL ANCHORS '.,� '•. °R�oR•' a; W 1 0-03 OR SPACING 1TSM PARTY QUANTLTY DESCRIPTION MATERIAL MANF./SUPPLIER/RSMAREE =v^11 E1 CGI-100 1 FRAME HEAD 6063—T6 — o E2 OGI-101 1 FRAME SILL 6083—TG — E3 CGI-102 2 FRAME JAMB 6063—T6 — Z 3 H E4 CGI-103 1 MEETING RAIL 6083—TB — � c� E5 CGI-104 1 LOCK RAIL 6083—T6 — E6 CGI-105 1 HANDLE RAIL '6063—T6 — 3s E7 CGI-106 2 SASH RAIL 6063—T6 — O EB CGI-107 AS REDD. 5/16'GLAZING BEAD 6063—T5 — IL G 4 E9 CGI-108 AS READ. IX 0.700'GLAZING BEAD 6063—T5 — N m E70 CGI-109 AS READ. FRONT FIANCE ADAPTOR 6083—T6 Ell CGI-110 AS REOD. NAIL FIN ADAPTOR 6063—T5 — m E12 001-135 1 FLANGE FRAME HEAD 6063—T6 — O E13 CGI-136 2 FLANGE FRAME JAMB 6083—T6 — y O E14 CGI-137 1 FLANGE FRAME SILL 6063—T6 — �t G E17 CGI-605 OPTIONAL SCREEN FRAME 6063—T5 — yLLy?p Q� f Mt CCI-382V AS REOD. GLAZING BULB VINYL(DUROMEIER 75-80 SHORE A) PVC — O M2 CGI-111 OPTIONAL SCREW COVER PNC PROTOTYPE OR EQUIV. 'M3 CGI-112 AS REOD. EQUAL LEG COVER/SHIM,3'LONG AT ANCHOR LOCATIONS PVC M4 — 2/LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A M9 SUPER BOOST 2/WDW. SPIRAL BALANCE — BSI OR EQUN. M10 — 2/WOW. BLOCK/TACKLE BALANCE — BSI OR EQUN. J C M11 W23201NG AS READ. FILE WITH CENTER FIN WOOL ULTRAFAB OR EOUN. 3 M12 CGI-129 1/WOW. EGRESS LOCK ALUM. SULLIVAN 3 n M13 CGI-131 2/WDW. HANDLE RAIL END CAP NYLON M&M = 6 W M14 E26018WN — D BULB—T SLOT PVC ULTRAFAB OR EQUIV. to M15 CGI-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M L~i1 M118 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M c C: N o M17 A3073D401-32 l/WOW. _ CAM LOCK ZINC TRUTH OR EQUN. y °' M18 CGI-132 2/WOW. SASH STOP,2'LONGPVC PROTOTYPE OR EQUIV. Gf 3 N M„+ M20 CGI-125 2/WOW. SASH CAM(B/T BALANCE) NYLON M&M V 3 N M21 — 2/WOW. B/T BALANCE TAKE OUT CLIP — BSI OR EgUIV. Wi C Z p o M22 146-6 2/WDW. WEEP COVER NYLON AMES13URY OR EQUN to O v M23 CGI-134 — SILL SPACER PVC PROTOTYPE OR EQUIV. U O m S2 — 2 OR 3/CORNER 10 X 1 1/4'LG.PHIL PH.SMS. ST ST.ASSEMBLY SCREW S4 — 4 WOW. e X 1/2-PH.SMS.ST ST BALANCE BRACKET SCREW 55 — 2 WOW. 8 X 1'LG. FH.SMS. ST ST.SPIRAL B.ASSEMBLY S6 — 2/LOCK # 6 X 1/2*LG. FH.SMS.O CGI-133 &CAM LOCK _ _ '� p B •�o��ES PRODUCT'REVLSM \11t1111I1rrr As complying with IM FAA&B luilding Code ♦ J®....... i A—ptaaal No)�)�J •A '••' OEN,gF ® �� b•I+ ti expiration Date i t .70592 ' . By .70592 +4e Product ATEOF r(v� drawing �i� ,• ORIwi0_03 ''AAAA%�rNALt�\\\`` Sheet $ of 9 +1 . 2.505 2.505 �r-,065 S2 0 1.745 8 1 8 7 1.558 1.660 c q� J .746 065 1.245 .T0Y6P5 ' .050 I � O fl's �,s v 1.075 1.015 1.385 .® E12 FLANGE FRAME HEAD e1 FLUSH FRAME HEAD Ett NAIL FIN ADAPTER 8 4 1.563 1.583 1.007 r c¢ .745 �. 065 065 I LL z N_ o TYP. TYP. TMP 2.113 t 3.775 1.368 �j m-8s 3.6 42 75 1.429 3.175 7.015 VENT TOP CORNER O 1. 9 .500 1.2,20- 1.000 .220 1.000 \ N e � V A .500o0 2505 E4 O MEETING RAIL FRAME TOP CORNER `� N 2.503 a � 1.220 O E14 FLANGE FRAME SILL O FLUSH FRAME SILL t=n p w .500 1.301 1.301 1.043 /9 1.788 o O=N o 065 T065 065 'TYRI Z '00 M N �' 1.015 F-- 2.440 2.M0 C Z ' W o� O1.015 1015 O LOCK RAIL12 FRAME BOTTOM CORNER U VENT BOTTOM CORNER 12 o 2.195 .745 .745 F-2.848 2.346 1 13 FLANGE FRAME JAMB O FLUSH FRAME JAMB o 1.892 � .490 d1211 a,1.043 T7P065 i050 TYP. o 1.015 e"'=CT 864 EB HAND RAIL REVISED c<m O 5/16" GLAZING BEAD O .700" GLAZING BEAD p 1w dtsgCCo tlhtics 1F�a ��t1�1y1y11 IA "I ;lcccptanm Nod �i,' N •t 1.395 >;a imtion Dam �'.• 1.449 P GF1d3F '., 1.395 .745 1.450 6Y = H 180 .L .160 .293 Mian Da aProduct _ N.7 .050 .060 1.025 ,005 1.015 •90 .050 � �L.,. 1`®•, � O .065 1-1.413- TEOF drawing no. W10-03 N3 FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL 0 FLANGE ADAPTOR -it%' sheet 9 of 9 s: e M IAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Ea f 0�FL�j7 315-2599 NOTICE OF ACCEPTANCE (NOA) �/ am da o /economy CGI Windows and Doors,Inc. CODE CE 10100 NW 25"Street ST. LUCIE COUNTY Miami,FL 33172 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 manufacture'r'will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves.the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel"Unclipped,Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No.M10-01,titled"Series Sentinel Unclipped Alum.Mullions", sheets 1 through 7 of 7,dated 04/02/10,with revision D dated 11/08/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. NVIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with-the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise 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#141103.09 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI NOA No.18-0117.01 DARE COUNTY � e F42 Expiration Date: September 22,2020 Approval Date: March 01,2018 PPage 1 ! 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1.. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A." DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.14) 2. Drawing No M10-01,titled"Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10,with revision C dated 02/25/15,prepared by Al-Farooq Corporation, 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 along with marked-up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory,LLC, Test Report No. HTL-0080-0303-11, dated 03/24/11, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.11-0330.22) 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 along with marked-up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory,LLC, Test Report No.HTL-0080-0301-10, dated 03/30/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 09/23/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manuel Pevez,P.E. Product Control E finer NOA No. 18-0117.01 Expiration Date: September 22,2020 Approval Date: March 01,2018 E-1 r: CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition(2014), and of no financial interest, dated October 4,2014,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0303-11, issued by Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No. HTL-0080-0301-10, issued by Hurricane Test Laboratory, LLC, dated March 30,2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.. -10-0510.14) 4. Proposal No.,09-1942 issued by BCCO, dated November 05,2009, signed by Manuel Perez,P.E. (Submitted under NOA No.10-0510.14) G. OTHERS 1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows & Doors for their Series "Sentinel' Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on 01/12/12 and expiring on 09/22/15. Manuel Pe• z, .E. Product Control x iner NOA No.18-0117.01 Expiration Date: September 22,2020 Approval Date: March 01,2018 E-2 t ,1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No M10-01,titled"Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10,with revision D dated 11/08/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 10/15/14 and updated on 09/25/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 511 Edition(2014),with FBC 611 Edition(2017),and of no financial interest,dated September 28,2017,issued by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1103.09, issued to CGI Windows &Doors for their Series "Sentinel'Unclipped,Extruded Aluminum Tube Mullion-L.M.I. approved on 03/05/15 and expiring on 09/22/20. Manuel Perez P.E. Product Control Exa ine NOA No.18-011 . 1 Expiration Date: September 22,2020 Approval Date: March 01,2018 E-3 a V O �{ 1.000 r of I I z �� z q Z 1.000 r W " J -y 1.000 r uio{Ou v 6 4.000 O y m 3.000 2.500 Qaco.t Ll L46 o IS .125 TP. k- '.12s TYP. M- .12s TP. H- Q Z m 1 X 2-1/2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD. TUBE 0 6063—T6 6063—T6 6063—T6 N 0 Z V � 0 O r o W . SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS a -017) 4 WINDOW FRAME MEMBER INCLUDED IN PROPERTIES v x a o THESE MULLIONS TO BE USED WITH 3 c-,M SERIES 130 SENTINEL FIXED WINDOW J o 1 SER ES 110 SENTINEL SINGLE HUNG WINDOW c z SERIES 120 SENTINEL HORIZ. SLIDING WINDOW y o FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NbA'S. U o LOWER DESIGN PRESSURE FROM WINDOW APPROVALS n OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. 0 THIS PRODUCT ODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017(6TH EDITION) FLORIDA BUILDING CODE '"n INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). j$ ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE N R P APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER H g INFILTRATION, FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. a 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS JAN , c v AND INSTALLED PER MANUFJA •S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE N Q 204.1 0 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. S= A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. INSTRUCTIONS: m 5 a m ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE. USE CHARTS AS FOLLOWS. ````71111111TYTAY''' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 �� •'••••,y,,yq�� ' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL.MEET THE FOR PARTICULAR OPENING. PRODUCT REVISED REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. us complying with the FlorW i THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATIONSTEUSE CONNECTION OF WINDOWS TO MULLION AS PER Buildiug Care �• 8 FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT,ADEQUACY P 2 MULLIONPRODUCT APPROVAL Acctptwce No!8'OI17'Io ` 6592 _ U �• u _ OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR USING CHARTS ON SHEETS 3 THRU 5 SELECT MUWON TYPE F °r 02 _ *= 9 m WATER INFILTRATION RESISTANCE ETC. STEP 3 AND ANCHOR QUANTILES WITH DESIGN RATING MORE THAN _ 0 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. Dy AND TO BE REVIEWED BY BUILDING OFFICIAL STEP 4 CAPACITY OF SELECTED CGI'S WINDOWS AND MULLION tit It r�'t`t� "I ^�• OF � � drawing no. THESE MULLIONS ARE RATED FOR LARGE & SMALL MISMUST EQUAL OR EXCEED REQUIRED LOADS. ��•� 1 P'• (y\�� M 10-01 SILE IMPACT 'iisslQlyR,I �o% • YIllij 1711717 sheet 1 of 7 I OR 2 ANCHORS 4�7- AT SIDE OF MULUON (AT WINDOW FRAME) SEE CHART'S'FOR CAPACITY SEE CHART n'FOR CAPACITY FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE �V $ tYP. I I I SEE CHART'A' FOR CAPACITY USED AT ALL MULLION COMBINATIONS. o 1 I I 1 c Z qui BO m • /. /. o m 0 090 11 3 % 3 3 0 p ICE I� Wt wz 11.zof �, � FRAMES BE Q W lJ lJ W lJ l-1 lJ FIANCE OR EQUAL LEC TYPE O -�F—1 F==d SEE SHEET 7 FOR FRAME DETAILS a z C I o _ � � tri OOlz N r N o Lu xQ v 7L FITERIQR EXTERIOR EXTERIOR = c WIDTH (W) wt +w2 Z FD D TO MED S.H. TO S.H H.R. TO H.R. 2 = o a M SEE CHART'A' FOR CAPACITY� SEE CHART'A'FOR CAPACITY—, SEE CHART'A'FOR CAPACITY� E C Z uY 3 O N e / a 3 `% 3 ��,atwluYm.rtw szrig L L a . I I I 1 I I S.�c!S c.natc W1 W2 I W7 _I w2 I I wt �_ w2 �I pavap au To l8• �� 1II 1�I�III tIII 1I 'V�-4J W O C o ^ "�'� p I,:f.•iY!lnT: J:#Ca'1R1 :S G$ti_ 5 20i3 ,��tt+�ttlty,,�, 0592 NOF ••Q(/_`� drawing�n o. EXTERIOR EXTERIOR EXTERIOR •• s '•. 1D `��.� M10-01 FIXED TO SO FIXED TO H.R. S.H. TO H.R. " CHART'A' DESIGN iAAD CAPACITY - PSF CHART'A' D.d-N tnAD .APACI'1'Y-PCR � MULLION WITH ANY COMBINATION OF SERIES SENTINEL MUW WITH ANY COMBINATION OF SERIES SENTINEL FIXED,HORIZONTAL SUDING OR SINGLE HUNG WINDOWS FIXED,HORIZONTAL SUDING OR SINGLE HUNG WINDOWS WINDOW DIMS. 1 ANCHOR AT2 ANCHORS AT WINDOW DHSS. I ANCHOR AT 2 ANCHORS AT EACH SIDE OF MULUON EACH SIDE OF MULUON EACH SIDE OF MULLION EACH SIDE OF MULLION Z MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TBE MULL TUBE MULL TUBE MULL TUBE n W O WIDTH(W)MULL SPAN WIDTH(1'Q MULL SPAN 1 X2-1/2 1 X3 1 X4 1 X2-1/2 1 X3 1 X4 1 X2-1/2 1 X3 1X4 1X2-1/2 1 X3 1 X4 �� L� 3 19-1/8' 90.0- 90.0 1 90.0 90.0 90.0 90.0 24' 90.0 90.0 90.0 90.0 90.0 90.0 d G f 26-1/2' 90.0 90.0 1 90.0 90.0 90.0 90.0 30' 90.0 90.0 90.0 90.0 90.0 90.0 Q,O{N`U-O•L,i 37' 50-5/8' 82.9 829 829 90.0 90.0 90.0 36' 90.0 90.0 90.0 90.0 90.0 90.0 4.S lV 49' 76.9 76.9 78.9 90.0 90.0 90.0 42' 48' 86.9 86.9 86.9 90.0 90.0 90.0 0 fouµ1 LL 53-1/8' 76.9 76.9 78.9 90.0 90.0 90.0 48' 65.5 85.5 85.5 90.0 90.0 90.0 C=1 R M, 19-1/8' 90.0 90.0 90.0 90.0 90.0 90.0 54' 85.5 85.5 B5.5 90.0 90.0 90.0 C 26-1/2' 74.7 74.7 74.7 90.0 90.0 90.0 80' 85.5 85.5 1 85.5 90.0 90.0 90.0 0 a C C 37' 63' 59.8 59.8 59.8 83.3 90.0 90.0 24' 85.5 85.5 85.5 90.0 90.0 90.0 0 d t 49' 52.2 52.2 52.2 70.7 90.0 90.0 30' 73.0 73.0 73.0 90.0 90.0 90.0 Q 53-1/8' 50.9 50.9 50.9 68.5 90.0 90.0 38' 65.1 65.1 65.1 90.0 90.0 90.0 19-1/8' 77.5 77.5L 77.5 81.5 90.0 90.0 42' 60' 60.1 60.1 60.1 90.0 90.0 90,0 j tZ-1 m 28-1/2' 593 59.2 59.2 60.2 80.3 90.0 48' 57.0 57.0 57.0 84.9 90.0 90.0 Q m 37' 76' 45.3 46.3 46.3 45.3 60.4 90.0 54' 55.3 55.3 '55.3 81.7 90.0 90.0 0 49' 37.0 39.0 39.0 37.0 49.3 77.3 60' 54.7 54.7 54.7 80.6 90.0 90.0 53-1/8 35.2 37.5 37.5 35.2 47.0 73.4 24' - 68.4 68.4 68.4 77.8 90.0 90.0 m 19-1/8' 57.9 68.3 88.3 57.9 77.3 9D.0 30' 57.8 57.8 57.6 83.9 85.3 90.0 oz G I 26-1/2' 428 51.8 51.8 42.6 56.8 90.0 36' 50.7 50.7 50.7; 55.0 73.4 90.0 - m 37' 85' 31.7 40.0 40.0 31.7 42.3 74.3 42'_ 72' 46.0 46.0 4&0 49.0 65.4 90.0 N 49' 25.5 33.2 333 25.5 34.0 59.3 48' 42.8 42.8 42.8 45,0 60.0 85.5 00 53-1/8' 24.1 31.7 31.7 24.1 32.2 55.9 54' 40.5 40.5 40.5 42.2 56.2 81.1 0 W 19-1/8' 48.7 84.0 84.0 48.7 65.0 90.0 80' 39.1 39.1 .39.1 40.3 53.8 78,2 8 26-1/2' 90. 35.7 47.7 48.4 35.7 47.7 83.7 24' 48.4 57.0 57.0 4BA 64.6 90.0 = CO= 37' 26.5 35.3 372 26.5 35.3 621 30' 39.5 47.6 47.6 39.5 52.7 90.0 z ^o 49' 21.1 28.2 30.7 21.1 28.2 49.5 J6' 84' 33.7 41.5 41.5 33.7 44.9 78.4 3 N M 19-//8' 40.0 53.4 59.6 40.0 53.4 90.0 42' 29.7 37.2 37.2 29.7 39.6 68.8 d O M m z N 28-1/2' 98' 29.3 39.1 44.9 29.3 39.1 68.7 48' 28.9 34.2 34.2 26.9 35.8 61.9 E C Z N 37' 21.6 28,9 34.3 21.6 28,9 50.7 54' 24.8 32.0 320 24.8 33.1 50.9 p o 24' 322 43.0 48.9 32.2 43.0 75.5 w O_ n NOTE: 30' 28.1 34.9 40.5 26.1 34.9 61.2 E5 MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION y OF FIXED, SINGLE HUNG OR HORIZ. SUDING WINDOWS 36' ss' 2z.z z9.s 35.1 22.2 29.6 51.9 0 MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 42' - 25.9 31.3 - 25.9 45.5 (INTERPOLATION BETWEEN WIDTHS ALLOWED) 48' - 23.2 28.5 - 23.2 40.8 MULLION SPAN r MULUON SPAN o 1 OR 2 ANCHORS AT EACH SIDE OF MULLS 1 OR 2 ANCHORS AT EACH SIDE OF MUDS _ Y4 i9 ALL OTHER ANCHORS TO BE AS PER ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS WINDOW NOA DETAILS a o �. WI W2 Wt W2 z NOTE: REFER TO PAGE 2 FOR OTHER COMBINATIONS. v<<m o „u uUT� mi-plying Willi Na Florid. C.ddio3 Cade ib ENse oil -O `c Y^":....•�4QIKob�i� i u Dy _ D.7 92 _ a - - -- I riu&,A ado Ptod-2 Wi +w2 WIDTH W = w1 + W2 20' of (y�� drawing no. WIDTH (w) = 2 ( ) 2 �'% s' �D�.•��`�� M10-01 FLANGE OR FLUSH FRAMES FIN FRAMES ��'�Si�oI�L,\�\\`�� 9n6Dc 3 at 7JI CHART'D' DRSIGN TAAD CAPACITY-PS F CHART'D' DESIGN LOAD CAPACITY-PSF 17 MULLION WITH COMBINATION OF SERIES SENTINEL MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM SINGLE HUNG WINDOWS OR FIXED TRANSOM 1 1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT {4II4DOW DIMS. WINDOW DIMS. Z q EACH SIDE OF MUWON EACH SIDE OF MULLION EAC SIDE OF MUWON EACH SIDE OF AT MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE NULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE WIDTH(W)MULL SPAN WIDTH(w)MULL SPAN 1X2-1/2 1x3 1 X 4 1x2-1/2 1.x3 1X4 1 x2-1/2 1 x3 1 x4 1.x2-1/2 1 x3 1 x4 19-1/8' 90.0 90.0 90.0 90.0 90.0 90.0 24' 90.0 90.0 90.0 90.0 90.0 90.0 y 5 E 26-1/2' 90.0 90.0 90.0 90.0 90.0 90.0 30' 90.0 90.0 90.0 90.0 90.0 90.0 O�O$ 37' 50-5/8' 829 82.9 82.9 90.0 90.0 90.0 36' 90.0 90.0 90.0 90.0 90.0 90.0 d 5µay!I ya 49' 76.9 76.9 76.9 90.0 90.0 9D.0 42' 48' 86.9 86.9 86.9 90.0 90.0 90.0 Q:13 C LL 53-1/8' 76.9 76.9 76.9 90.0 90.0 90.0 48' 85.5 85.5 85.5 90.0 90.0 90.0 SHF m 19-1/8" 90.0 90.0 90.0 90.0 90.0 90.0 54' 85.5 85.5 85.5 90.0 90.0 90.0 O S(~7 QO-Pi o 26-t/2' �598 74.7 74.7 90.0 90.0 90.0 60' 85.5 85.5 85.5 90.0 90.0 90.0 - Q a G Q 0 37' 63' 59.8 59.6 90.0 90.0 90.0 24' 85.5 85.5 85.5 90.0 90.0 90.0 O ati Z O ry 49' 522 52.2 90.0 90.0 90.0 30' 73.0 73.0 73.0 80.0 90.0 90.0 53-1/8' 50.9 50.9 50.9 69.4 90.0 90.0 36' 65.1 65.1 65.1 90.0 90.0 90.0 LL Z W 19-1/8' 77.5 77.5 77.5 90.0 90.0 90.0 42" 60' 60.1 60.1 60.1 90.0 90.0 90.0 C 20-1/2' 59.2 592 59.2 789 90.0 90.0 48' 57.0 57.0 57.0 90.0 90.0 90.0 Q m 37' 76' 46.3 48.3 46.3 59.0 74.2 90.0 54' 55.3 55.3 55.3 90.0 90.0 90.0 49' 39.0 39.0 39.0 48.2 60.6 78.1 80' 54.7 54.7 54.7 90.0 90.0 90.0 53-1/8' 37.5 37.5 37.5 46.0 57.7 75.0 24' 68.4 68.4 68.4 90.0 90.0 90.0 nt 19-1/8' 68.3 68.3 68.3 75.6 90.0 90.0 30' 57.6 57.6 57.6 83.4 90.0 9D.0 U m 26-1/2' 51.8 51.8 51.8 55.6 69.8 90.0 36' 50.7 50.7 50.7 719 90.0 90.0 37' 85" 40.0 40.0 40.0 41.4 52.0 80.1 42' 72' 46.0 46.D 46.0 64.0 80.4 90.0 L '� 49' 33.2 33.2 33.2 33.2 41.7 66.5 48' 42.8 42.8 42.8 58.6 73.7 85.5 g 00 n 53-1/8' 31.4 31.7 31.7 31.4 39.5 63.5 54' 40.5 409 40.5 55.0 69.1 81.1 0 W 19-1/8' 171 a 63.5 64.0 1 64.0 63.5 79.8 90.0 60' 39.1 39.1 39.1 526 66.1 78.2 e 26-1/2' 9o" 46.6 48.4 48.4 46.6 58.6 90.0 24' P7O 57.0 57.0 63.2 79.4 90.0 a C 37' 34.5 37.2 372 34.5 43.4 70.1 30' 47.6 47.6 51.5 64.7 90.0 v FN49' 275 30.7 30.7 27.5 34.8 55.9 36' �: 41.5 41.5 43.9 55.2 82.9N19-1/8' 52.2 59.6 59.6 522 65.6 90.0 42' 37.2 37.2 38.7 48.7 74.4 O26-1/2' 98' 38.2 44.9 44.9 38.2 48.1 77.6 48' 34.2 34.2 35.0 44.0 68.437' 28.2 34.3 34.3 28.2 35.4 57.3 54' 32.0 32.0 32.4 40.7 64.0 N O 24' 420 48.9- 48.9 42.0 52.8 85.3 w O:" 30' 34.1 40.5 40.5 34.1 42.8 69.2 NOTE: 36' 96" 28.9 35.1 35.128.9 36.3 58.7 MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. a2' 25.3 31.3 31.3 253 31.8 51.4 (INTERPOLATION BETWEEN WIDTHS ALLOWED) a6' 22.7 28:5 . zes 227 28.5 46.t MULLION I I 1 OR 2 ANCHORS AT EACH TACH SIDE OF MULLS o o ALL OTHER ANCHORS BE D PER WINDOW NOA DETAILS C W1 42 u z z m �a o c z PAODL'CT RGVLSPD all <m o m ry compl3'�8 with tho Flotida 0 Guilds,Cod. 7 \\\\111111/Itrr A-PLteco)vu %�� L•Wim Dat. 'LV2o`�� I V - d C trti8mi ede Product o. 0592 WIDTH (W) Wt +W2 d:j))f a 2 5 Z�; .• of drawing no. '� ROP. • !�`� �sss •• ��c?�.� M10-01 'r7jO II t\U\4\` sheet 4 of 7 a .v AART ' D.4I.N .DAD C PACITY-PCF CHART'C' DRSTGN IAAD CAPACITY- PSE U HORIZONTAL MUWON WITH COMBINATION OF SERIES SENTINEL HORIZONTAL MUWON WITH COMBINATION OF SERIES SENTINEL 1 OR 2 ANCHORS AT EACH SIDE OF MULLION AT WINDOW FRAME FIXED OVER HORIZ.SLIDING WINDOW FIXED OVER HORIZ.SLIDING WINDOW TYPICAL o 1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT SEE CHART FOR CAPACITY WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION WINDOW DIMS. EACH SIDE OF MUWONEACH SIDE OF MULLION Z m z MULL TUBES MULL TUBES WINDOW WINDOW TRANSOM MULL TUBE t X 3 MULL TUBE MULL TUBE WINDOW WINDOW TRANSOM MULL TUBE 1 X 3 MULL TUBE MULL TUBE WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 0 �� 09i 12' 90.0 90.0 90.0 90.0 12' 90.0 90.0 90.0 90.0 18' 90.0 90.0 90.0 90.0 18' 90.0 90.0 90.0 90,0 24' 90.0 90.0 90.0 90.0 24' 90.0 90.0 90.0 90.0 _ _ 0 t 52 7 In 4 52-1/8' 30' 90.0 90.0 90,0 90.0 36' 30' 90.0 90.0 90.0 90.0 tj G 2 m 36' 90.0 90.0 90.0 90,0 36' 90.0 90.0 90.0 90.0 of c9 g 42' 90.0 90.0: 90,0 90.0 42' 90.0 90.0 90.0 90.0 0 I'L' p `r 25° 48' 90.0 90.0 90.0 90.0 - 48' 90.0 90.0 90.0 90.0 NO N 12' 90.0 90.0 90.0 90.0 12' 90.0 90.0 90.0 90.0 a D.41 18' 90.0 90.0 90.0 90.0 1B' 82.4 82.4 90.0 90.0 zz %/ %/ u'2:O IS 24° 82.9 82.9 90.0 90.0 24' 76.4 76.4 90.0 90.0 / / a Z M 6{ Gl O 1 73' 30° 74.7 74.3 1 90.0 90.0 52-1/8' 62' 30' 72.2 72.2 1 90.0 90.0 36' 68.1 68.1 90,0 90.0 36' 69.3 69.3 90.0 90.0 42' 63.6 63.6 85.0 90.0 42' 67.4 67.4 90.0 90.0 a 48' 60.3 60.3 77.590.0 48' 66.4 66.4 90.0 90.0 WINDOW WIDTH I o c n 12' 90.0 90.0 90.0 90.0 12' 64.2 64.2 85.5 90.0 - 18' 90.0 90.0 90.0 90.0 18' 57.7 57.7 77.9 90.0 24' 90.0 90.0 9D.0 90.0 24' 52.9 52.9 71.6 90.0 2 1/2' 3° 4' 52-1/8° 30' 90.0 90,0 90.0 90.0 73' 30', 49.2 49.2 66.2 85.5 0 ujj 36' 89.4 89.4 90.0 90.0 36' 46.4 46.4 6il 80.3 .� 42° 08.3 86.3 90.0 90.0 42' 44.3 44.3 57.5 75.7 37-3/8' B4.8 64.8 90.0 90.0 48' 42.2 42.7 73 0 54.0 71.5 z n 12' 90.0 90.0 90.0 90.0VAI ca N M 1O 18' 78.3 78.3 90.0 90.0 z V M N 24' 69.7 69.7 90.0 90.0 C Z 73' 30' 63.5 63,5 88.0 90.0 o y 3 n 36' 58.9 58.9 80,0 90.0 W 42' 55.5 55.5 73.3 90.0 � g 48' 52.9 53.0 67.6 90.0 LLLL]]]] 12° 90.0 90.0 9D.0 90.0 18' 90.0 90.0 90.0 1 90.0 �a 24' 90.0 90.0 90.0 90.0 C 36' 30' 90.0 90.0 90.0 90.0 36' 90.0 90.0 9U.0 90.0 FIXED OVER H.R. 0 o o 42' 90.0 90.0 90.0 90.0 f3 q 46' 90.0 90.0 90.0 90.0 y a $ 12' 90.0 90.0 90.0 90.0 ' o 18° 90.0 90.0 90.0 90.0 24' 87.3 B7.3 90.0 90.0 PRODUCT'REVISED 52-1/B° 49-5/8' 30' 81.8 81.8 90.0 90.0 as roaplyiogwlth OiePWidu a oo ui D-tildincode 36' 78.1 78.1 90.0 90,0 iuceptmwT4u mti Dao `a 42' 75.7 75.7 90.0 90.0 E. i 48' 74.5 74.5 90.0 90.0 By `��710 p11 All 12° 75.3 75.3 90.0 90.0 Pro6uol CodUo1 `�� .-•••'••,•9:,'p�Qq��i i ,u 18° 66.5 66.5 90.0 90.0 • g � 24° 60.1 60.1 82.7 90.0. o, 73' 30' 55.5 55.5 75.8 90.0 ,SAM `JIy 36' 52.0 52.0 69.6 90.0 _ 42' 49.3 49.3 64.5 85.9 OF � drawings no. 48' 1 47.0 47.3 60.1 80.6 - <• R P••' M10-01 5 of7 EDGE DIST. TYPICAL ANCHORS B8 SMS 1 OR 2 213Y W000 BUCK 1-1/4'MIN.WOOD EMBED V 1LTY AT EACH SIDE OF MULL(AT WINDOW FRAME) METAL 1 OR 2 0 WOOD BUCK SEE SHEET 3&4 STRUCTURE OR AT EACH SIDE OF MULLof FQR CAPACITY WOOD STRUCTURE SEE SHEET 3&4 FOR CAPACITY Z ^n ° •°°. EDGE DIST.EDGE EDGE DIST. H p q o a s g y m z GIST. \ [L g6 � 1 I I 0,OF.t 52 Z �¢O:mg I II�1 oe.0�.� TYPICAL ANCHORS TYPICAL.ANCHORS I I II o dJ tj z j 1 OR 2 1 OR 2 TYPICAL ANCHORS I I AT EACH SIDE OF MULL AT EACH SIDE OF MULL 1 OR 2 Q w 1 SEE SHEET 3&4 SEE SHEET 3&4 AT EACH SLOE OF MULL :I:I I Z N r o I. FOR CAPACITY FOR CAPACITY SEE SHEET 3&4 , O L '1 FOR CAPACITY J 7tZ7 m d . I j QYi O�iEF I j O I I i WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. N j MUST SUSTAIN LOADS IMPOSED BY.GLAZING SYSTEM z AND TRANSFER THEM TO THE BUILDING STRUCTURE. I � FLANGE, FLANGE ADAPTOR AND ,m 0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING FLUSH FRAMES CAN BE USED 0 w 1 IAT ALL ANCHORAGE CONDITIONS, e I 1 in 1/4" DIA. TAPCON BY 'rrW' (FU-125 KSI, FY-100 KSI) d 1/4" DIA. ULTRACON BY 'E•LCO' (Fu-177 KSI,Fy-155 KSI) #8 SMS (GRADE 2 CRS) O N o ai j w INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURES FOR FIN FRAMES ONLY N O z 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) d a NM " O 1/2" MIN. EDGE DISTANCE z -0 3 �, W I I THRU 1 B BUCKS INTO CONC. OR BLOCKS c z r [ti 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2 3/8'MIN. n 3::o •$ W I I 1-1/4" MIN. EMBED.INTO BLOCKS (JAMBS) W 0:2 a ZD DIRECTLY INTO CONCRETE OR BLOCKS CJ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ��, a 1 I 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 22 3/8"MIN 1 14 SMS OR SELF DRILLING SCREW c_ (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) v (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE \ \ g c o ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) w 1 1 STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) j (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a I I WHEN USED THE MIN. WOOD TYPICAL EDGE DISTANCE BUCK DEPTH SHALL BE 2%". 1 1 "INTO CONCRETE AND BLOCKS = 2-1/2MIN. THE USE OF DEEPER OR in - I INTO WOOD STRUCTURE = 1' MIN. BEVELED WOODBUCKS IS INTO METAL STRUCTURE = 3/4" MIN. PERMITTED. •> =$o I 10<m o 0 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. PRODUCT RcYis..'D CONCRETE AT HEAD, SILL OR JAMBS fb - 3000 PSI MIN. 1''s�Plymi w11n the F1m1N° `�A1L7111 1111 T d/��i _ 1 C-90 HOLLOW/FILLED BLOCK AT.JAMBS Pm - 2000 PSI MIN. ac.•0. d 1 `�`� ��• ��i i ,o Eixp;sKou Unt.: �•'VCI.NSLc•'.. �y o ° ne a Ry�1./, do. 0592 . / ,.• A!im8 UzJa Prc.Sixt C _ * �y}= v � � EDGE DIST. a FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. .9 '4 '�a' N ALSO APPLICABLE TO SINGLE HUNG AND Q ��"J ' p' TE OF drowingo no. e.. ' 8 I ORR 2 ANCHORS HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, '.°P''G�� M10-01 AT EACH SIDE OF MULL s SEE sCAPACITY&a. :A EQUAL LEG OR FIN FRAME CONFIGURATIONS. i�77di�I lil%%%%x � sheet 6 of 7 .500 1.301 1.583 -2,5115- p-2.737 F065 065 085 • 1.450 Z m PP. TYP. Lj-Lj •� .160 0 u m z 2.505 2.440 811 3.175 2.505 `. 0 1.745 1.335 L 3.675 1.429 I 2.613 .550 .050 a g 6 m 1.015 .745 •� L 0�p`op- rl- 1-LAl .995 .745 1.015 1.000 O ,�Ntt m LL 500 - 1.995 2.848 2 505 1.000 '3.237 0' t7 8 SERIES ,30 SENTINEL H.R. WOW, FLANGE FRAME HEAD H.R. WDW. FLANGE FRAME JAMB SERIES 110 SENTINEL SERIES 120 SENTINEL 0 IL o G FIX. WDW. FLANGE FRAME 3,H-ADW-FLANGE FRAME JAMB S.H. WDW. FLANGE FRAME HEAD S.H. WDW. FLANGE FRAME SILL H.R. WDW. FLANGE FRAME JAMB FLANGE ADAPTOR 0 4y u1 CGI-116 CGI-136 CGI-135 CGI-137 CGI-139 CGI-109 I a1=o .612 f"�1.301 1.583 2.737 ,Z-0 m 065 065 2.505 'TY TYR 085 O IYP. �. 065 2.440 2.613 N �' 3.175 (j 2505 2.505 o C n 1.015 1.429 1.550 1.680 1.335 T-- .81t _11 W .745 1.245.745 II .500 I I I O L-i '.�. .995 2.346 1.015 F� 2.505� .992.737 .050 11.395 8 1.485 SERIES 110 SENTINEL SERIES 120 SENTINEL ::3 p=N c H.R. WDW. FLUSH FRAME HEAD H.R. WDW, FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME SILL H.R. WOW. FLUSH FRAME JAMB = , n N SERIES 130 SENNNEL CGI-101 0) FlX. WDW. FLUSH FRAME S.H. WDW. FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME HEAD CGI-116 3 N M i CGI-102 CGI-100 .FIN ADAPTOR cj O CGI-119 CGI-110 Z 'D s1.015 �^-• 1.015 '-- C Z U- [-. N o M 1.140, 1.140 o 065 3.930 065 4.430 TYR TYR u� I 3.685F 2.885 3.185 2.885 a � 4 0 x � � 2.440-� -2.440 . SERIES 120 SENTINEL " < <_ SERIES 120 SENTINEL H R. WDW. FLUSH FRAME SILL 2 °'a H.R. WDW. FLANGE FRAME $ILL CGI-113 ;2pOUcrISEhhtbeVISED °o d s wi,h We Ftmidc - $o CGI-138 cemlAY a e Ouild'mg Code •Dl c< m Aaeldeace �$ p `11�1Q1�1111117 T7j 13r :�` `•' GEN //'� ^ ' M'wm' nde PmdSel�Mlr� 0 70592 a a ��'•. TE OF �� drawing no. ml 0-01