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Home My WebLink AboutProduct Approval MIAMI-DADS MIAMI-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA econom CGI Windows and Doors,Inc. 10100 NW 25th Street Miami,FL 33172 FEB 2 4 ZOZO SCOPE: ST. Lucie County, Permitting This NOA is being issued under the applicable rules and regulations gove uction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel"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. 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#14-1103.09 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. 0 ' eNo��r 2'8-0117.01 M1AMI•DADE COUNTY Expiration Date: September 22,2020 Approval Date: March 01,2018 2123)I S Page 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 51 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 Pee , E. Product Control E iner NOA No.18-0117.01 Expiration Date: September 22,2020 Approval Date: March 01,2018 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th 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.1-1-0330.22)' 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 Pev z, .E. Product Control VxaAiner NOA No.18-0117.01 Expiration Date: September 22,2020 Approval Date: March 01,2018 E-2 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 0 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 51h Edition(2014),with FBC 6" 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 AD.E.1 Product Control Exa ine NOA No. 18-011 . 1 Expiration Date: September 22,2020 Approval Date: March 01,2018 E-3 r' U U_ -^{ 1.000 r Q o -^{ 1.000 r $N I �{ 1.000 I� O�N I I ��LSV 4.000 Q 8 1Ny n � 3.000 2.500 r 0 0 o ti liQU) 0 ZOE .125TIP. L .125 TIP. 1 X 2-1/2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD. TUBE o 6063-T6 6063-T6 6063-T6 N Z V N � C M N v � D w SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS c U) LL WINDOW FRAME MEMBER INCLUDED IN PROPERTIES z y C o i THESE MULLIONS TO BE USED WITH3 N M n SERIES 130 SENTINEL FIXED WINDOW z z I SERIES 110 SENTINEL SINGLE HUNG WINDOW' SERIES 120 SENTINEL HORIZ. SLIDING WINDOW y 3 o c I FOR WINDOWS IMPACT AND LOAD RATINGS SEE W o CORRESPONDING NOA'S. U o LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. O i i NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE L REQUIREMENTS OF THE 2017(6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). o^ G a ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER �k INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. a S 1BY OR 2BY WOOD BUCKS& 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 g� m o a I AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE JAN O 20'J o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o<m u o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. INSTRUCTIONS: ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE. USE CHARTS AS FOLLOWS. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR PARTICULAR OPENING. PRODUCT REVISFD REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. w complying with the Florida $ USE CONNECTION OF WINDOWS TO MUWON AS PER BoildiogCode �B�DI 7.o u THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION TEP 2 0' D592 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY PRODUCT APPROVAL Accepla0-tJo • OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION TYPE WATER INFILTRATION RESISTANCE ETC. STEP 3 AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN �= O CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. BY AND TO BE REVIEWED BY BUILDING OFFICIAL tdiami r toducl cox d Q •• OF Qy� drawing no. STEP 4 CAPACITY OF SELECTED CGI'S WINDOWS AND MUWON L P•' �� M10-01 MUST EQUAL OR EXCEED REQUIRED LOADS. i�•••'•.... C9 THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT ��SSiIONALj7� �� sheet 1 of 7 AN MUWON SPAN ,` MUWON SP m (I`` 2 1/2' 2 1/2- 3' 4' 3' 4' >_ pq 0 ti • cil A h��yy z � s z o � z to UWON$P.—�� ---• MULLION SPAN � 21/2 3" 4" i 11 g 2 1/2- VV � ,ri O � m v \\ O MULLION SPAN m N m rnULuoN sPnN---� 2 1/2" 3' 4' D O �p 21/2- 3` 4' 0 • - - \\ N \\ m t*1 D� m m \\ z b Cm 0O Q Lm m N Co 111111/111f b ,:� My>c. c ® 111 9 EllZ II m o °> + :M�,�•., �• N Z 111t/II�I�Iy1�11�\ Q a aria 04-02-10 revisions: SERIES SENTINEL UNCLIPPED ALUM MUWONS AirFAROOQ CORPORATION a o no Oct wagacription ENGINEERS&PRODUCT DEVELOPMENT F g�01e; 1f2-_i• A ,0.10.,, NO CHANCE 7X15 SHEET rtMIAMI, Windows and Doors, Inc. 9360 SUNSET DRIVE,SURE 220 B 09.29.14 xo c 0E 7X15 SHEET MIAMI,FLORIDA 33173 C.A.N. 3836 C N I c o22s.rs No cxacE 11as sIFEf 0 N.W. 25TH STREET o , FL. 33172 TEL.(306)264.8100 FAX.(306)2626aTs p 11.09.17 U➢OA7E0 79 2011 iBC v o cxk.yy; 05)593-6590 FAX. (305)593-6592 MUWON M10-01CGI CHART'A'DESIGN LOAD CAPACITY - PSF CHART'A' DESIGN LOAD CAPACITY-PSP �u U MULLION WITH ANY COMBINATION OF SERIES SENTINEL MULLION WITH ANY-COMBINATION OF SERIES SENTINEL FIXED,HORIZONTAL SUDINO OR SINGLE HUNG WINDOWS FIXED,HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS Ip o 1 ANCHOR AT 2 ANCHORSAT 1 ANCHOR AT 2 ANCHORS AT WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION WINDOW DIMS. EACH SIDE OF MUWON EACH SIDE OF MUWON O b m MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE " 3 WIDTH(W�MULL SPAN 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 WIDTH(W)MULL SPAN 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 Q g N o 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 O 0.p o 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 37' 50-5/8' 82.9 82.9 829 90.0 90.0 90.0 36' 90.0 90.0 90.0 90.0 90.0 90.0 Q. 49' 76.9 76.9 76.9 90.0 90.0 90.0 42' 48' 86.9 86.9 86.9 90.0 90.0 90.0 G u. �m 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 7 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 0' W C 26-1/2' 74.7 74.7 74.7 90.0 90.0 90.0 60' 85.5 85.5 85.5 90.0 90.0 90.0 0 L Ct C S 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 N tj 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 W= 53-1/8' 50.9 50.9 50.9 68.5 90.0 90.0 36' 65.1 65.1 65.1 90.0 90.0 90.0 19-1/8' 77.5 77.5 77.5 81.5 90.0 90.0 42' 60' 60.1 60.1 60.1 90.0 90.0 90.0 y m 26-1/2' 59.2 59.2 59.2 60.2 80.3 90.0 48' 57.0 57.0 57.0 84.9 90.0 90.0 Q 0mi F 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 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 n 19-1/8' 57.9 68.3 68.3 57.9 77.3 90.0 30' 57.6 57.6 57.6 63.9 85.3 90.0 zo C 1p 26-1/2' 42.6 51.8 51.8 42.6 56.8 90.0 36' 50.7 50.7 50.7 55.0 73.4 90.0. - 37' 85' 31.7 40.0 40.0 31.7 42.3 74.3 42' 72' 46.0 46.0 46.0 49.0 65.4 90.0 �l n 49' 25.5 33.2 33.2 25.5 34.0 59.3 48' 42.8 42.8 42.8 45.0 60.0 85.5 00 ti- 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 p w 19-1/8' 48.7 64.0 64.0 48.7 65.0 90.0 60' 39.1 39.1 39.1 40.3 53.8 78.2 w .0 26-1/2' 90' 35.7 47.7 48.4 35.7 47.7 83.7 24' 48.4 57.0 57.0 48.4 64.6 90.0 = CO= 37' 26.5 35.3 37.2 26.5 35.3 62.1 30' 39.5 47.6 47.6 39.5 52.7 90.0 z %N n N 21.1 28.2 30.7 21.1 28.2 49.5 36' B4, JJ.7 41.5 41.5 33.7 44.9 78.4 3- 49' N 19-1/8' 40.0 53.4 59.6 40.0 53.4 90.0 42' 29.7 37.2 37.2 29.7 39.8 68.8 i 310 uAO1i ' 26-1/2' 98' 29.3 39.1 44.9 29.3 39.1 68.7 48' 26.9 34.2 34.2 26.9 35.8 61.9 C Z 37' 21,6 28.9 34.3 21.6 28.9 50.7 54' 24.8 32.0 32.0 24.8 33.1 56.9 rn 3 0 24' E.2 43.0 48.9 32.2 43.0 75.5 NOTE: U o MUWONS RATED IN THESE CHARTS WITH ANY COMBINATION Jo' 34.9 40.5 28.1 34.9 61.2 g U�� OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS 36' - 96' 29.6 35.1 22.2 29.6 51.9 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 X. MULLION SPAN MUWON SPAN o w o 1 OR 2 ANCHORS AT EACH SIDE OF MULLS 1 OR 2 ANCHORS AT EACH SIDE OF MULLS 33 33 ALL OTHER ANCHORS TO BE AS PER ALL OTHER ANCHORS TO BE AS PER 3 U WINDOW NOA DETAILS WINDOW NOA DETAILS z o z I W1 W2 N W7 W2 z i / NOTE: 2 REFER TO PAGE 2 FOR OTHER COMBINATIONS. g<m o PRODUCT REVISED O 1111111//, wmplyin8 with U>r Florila i. p !j o •y .y 121uudiD3 Code ,!�s�c• 3 i 3 %i Actcptanw aD Di1 •D) •., ! •'/ o '% Erpil4tim DD1c , p By - 0.7 592 _ $ - 1 t mm o'k Product VcEN JHN Q drowln no. I WIDTH W = wt +w2 WIDTH W = w1 + wz ., OF FLANGE OR FLUSH FRAMES FIN FRAMES //7„11il%11`` sheet 3 of 7 CHART'B' DESIGN TOAn CAPACITY-PSF CHART'B'DESIGN WAD CAPACITY-PSF 4-,UV MULLION WITH COMBINATION OF SERIES SENTINEL MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM SINGLE HUNG WINDOWS OR FIXED TRANSOM l 1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT WINDOW DIMS. EACH S10E OF MULLION EACH SIDE OF MULLION WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION Z MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE WIDTH MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE C 0 o WIDTH(W)MULL SPAN 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 (W)MULL SPAN 1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4 o f Z N d 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 26-1/2' 90.0 90,0 90.0 90.0 90,0 90.0 30' 9D.0 90.0 90.0 90.0 90.0 90.00 O N 37• 50-5/8' 82.9 82.9 82.9 90.0 90.0 90.0 36' 90.0 90.0 90.0 90.0 90.0 90.0 d fV 49' 76.9 76.9 76.9 90.0 90.0 90.0 42' 48' 86.9 86.9 86.9 90.0 90.0 90.0 O GGGFIIIµ1 { 53-1/8' 78.9 76.9 76.9 90.0 90.0 90.0 48' B5.5 B5.5 85.5 90.0 90.0 90.0 O y IS 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 00 c f 26-1/2' 74.7 74.7 74.7 90.0 90.0 90.0 60' 85.5 85.5 85.5 90.0 90.0 90.0 O y O C N 37' 63' 59:8 59.8 59.8 90.0 90.0 90.0 24' B5.5 85.5 85.5 90.0 90.0 90.0 C 0 - 49' 52.2 52.2 52.2 90.0 90.0 90.0 30' 73.0 73.0 73.0 90.0 90.0 90.0 IUB'Z O j 53-1/8' 50.9 50.9 50.9 89.4 90.0 90.0 36' 65.1 65,1 65.1 90.0 90.0 90.0 w H o it 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 Q Z 26-1/2' 59.2 59.2 59.2 78.5 90.0 90.0 48' 57.0 57.0 57.0 90.0 90.0 90.0 W m 37' 76' 46.3 46.3 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 60' 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 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 90.0 Z C { 26-1/2' 51.8 51.8 51.8 55.6 69.8 90.0 36' 50.7 50.7 50.7 71.8 90.0 90.0 - n 37' 85' 40.0 40.0 40.0 41.4 52.0 80.1 42' 72' 46.0 46,0 46.0 64.0 80.4 90.0 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 ? 00 53-1/8' 31.4 31.7 31.7 31.4 39.5 6365 54' 40.5 40.5 1 40.5 55.0 69.1 81.1 ;1! U U3 19-1/8' 83.5 64.0 64.0 63.5 79.8 90.0 60' 39.1 39.1 39.1 52.6 66.1 78.2 8 Im 26-1/2' 90, 46.6 48.4 48.4 46.6 58.6 90.0 24' 57.0 57.0 57.0 63.2 79.4 90.0 rL C 37' 34.5 37.2 37.2 34.5 43.4 70.1 30' 47.6 47.6 47.6 51.5 64.7 90.0 0 N o { 49' 27.5 30.7 30.7 27.5 34.6 55.9 36' B4, 41.5 41.5 41.5 43.9 55.2 82.9 3 N '� 4 19-1/8' 52.2 59.6 59.6 52.2 65.6 90.0 42' 37.2 37.2 37.2 J8.7 48.7 74.4 Gi 0 M 26-1/2' 96' 38.2 44.9 44.9 38.2 48.1 77.6 48' 34.2 34.2 34.2 35.0 44.0 68.4 E C Z J^ 37' 28.2 34.3 34.3 28.2 35.4 57.3 54' 32.0 32.0 32.0 32.4 40.7 64.0 24' 42.0 48.9 48.9 42.0 52.8 85.3 t 30' 34.1 40.5 40.5 34.1 42.8 69.2 NOTE: 36' 96' 28.9 35.1 35.1 28.9 36.3 58.7 MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. 42' 25.3 31.3 31.3 25.3 31.8 51.4 � I (INTERPOLATION BETWEEN WIDTHS ALLOWED) ae' 2z.7 les 28.5 22.7 28.5 as.t l MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS o ALL OTHER ANCHORS TO BE AS PER Y w o 1 WINDOW NOA DETAILS m Z Fr Z W1 W2 i 3 .° ooTrMo PRODUCT RHVISED E <m q m 3/� o vcumply'Lmt with the Florida c Ptww 1io GVGD till,13.�ildiug Cod. 71" 1 A ' � � Er �aLua Datc `�'�v•"lf••.;°'��' ry •I t i Dt lvaoss edo Product d 2 O 0592 JAN WIDTH (W) Wl 2 f7 OF ��; drawing no. M10-01 'QlO ll 11111' sheet 4 of 7 ,i rr,, a. CHART'C' DESIGN LOAD CAPACITY-PSF ART'C' DESIGN D CAPACITY - P F V 1 WI 2 ANCHORS {� HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL11�T o FIXED OVER HORIZ.SLIDING WINDOW FIXED OVER HORIZ.SLIDING WINDOW AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL o 1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT SEE CHART FOR CAPACITY WINDOW DIMS. MULLION DIMS.EACH SIDE OF MUON EACH SIDE OF MULLION EACH SIDE OF MULLION EACH SIDE OF MULLION y z MULL TUBES MULL TUBES WINDOW WINDOW TRANSOM MULL TUBE 1 X 3 MULL TUBE MULL TUBE WINDOW WINDOW TRANSOM MULL TUBE 1 X 3 MULL TUBE MULL TUBE % Q 2 a 3 WIDTH HEIGHT HEIGHT 1 %2-1/2 1 X 4 1 X 3 1 X 4 WIDTH HEIGHT HEIGHT 1 %2-1/2 1 X 4 1 X 3 1 X 4 ��0nn 12' 90.0 90.0 90.0 90.0 12' 90.0 90.0 90.0 90.0 d 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 y 17 52-1/8' 30" 90.0 90.0 90.0 90.0 36' 30" 90.0 90.0 90.0 90.0 V pYTN 36° 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 Q a G Q N 42" 90.0 90.0 90.0 90.0 42' 90.0 90.0 90.0 90.0 0 ya 25' 48' 90.0 90.0 90.0 90.0 48' 90.0 90.0 90.0 90.0 r1 5 Z O N 12' 90.0 90.0 90.0 90.0 12' 90.0 90.0 90.0 90.0 N c 18' 90.0 90.0 90.0 90.0 18° 82.4 82.4 90.0 90.0 z �/ �/ V'Z p 24° 82.9 82.9 90.0 90.0 24° 76.4 76.4 90.0 90.0 3 Z m Qwmf 73° 30° 74.3 74.3 90.0 90.0 52-1/8' 62° 30° 1 72.2 72.2 90.0 90.0 0 36" 68.1 68.1 90.0 90.0 - 36' 69.3 69.3 90.0 90.0 Q. 63.6 63.6 85.0 90.0 42' 67.4 67.4 90.0 90.0 48' 60.3 60.3 77.5 90.0 48' 66.4 66.4 90.0 90.0 z I� WINDOW WIDTH 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 N n 24" 90.0 90.0 90.0 90.0 24' 52.9 52.9 71.6 90.0 2 1/2" 3- 4° m O lil 52-1/8' 30' 90.0 90.0 90.0 90.0 73' 30' 49.2 49.2 66.2 85.5 0 W v 36" 89.4 89.4 90.0 90.0 36' 46.4 46.4 61.6 80.3 w 42' 86.3 86.3 90.0 90.0 42' 44.3 44.3 57.5 75.7 a C =3 02N o 37-3/8° 48° 84.8 84.8 90.0 90.0 1 1 1 48' 42.2 42.7 1 54.0 71.5 12" 90.0 90.0 90.0 - 90.0Ej I O N n 18° 78.3 78.3 90.0 90.0 z •p 3 n 24' 69.7 69.7 90.0 90.0 73' 30" 63.5 63.5 B8.0 90.0 0 3 p n 36° 58.9 58.9 80.0 90.0 42° 55.5 55.5 73.3 90.0 U 48' 52.9 53.0 67.6 90.0 LLLL7777 12' 90.0 90.0 90.0 90.0 18' 90.0 90.0 90.0 90.0 �1 24' 90.0 90.0. 90.0 90.0 �x G 36" 30' 90.0 90.0 90.0 90.0 0 36" 90.0 90.0 90.0 90.0 FIXED OVER H.R. 42" 90.0 90.0 90.0 90.0 - y 48' 90.0 90.0 90.0 90.0 m a it 12' K75.7 90.0 90.0 90.0 18" 90.0 90.0 90.0 24" 87.3 90.0 90.0 PRODUCT REVISED 52-1/8' 49-5/8' 30" 81.8 90.0 90.0 ae xmplyiiY3 with tho Florida o 0 0 o Daild'm8C04e 36' 78.1 90.0 90.0 Acanrmco Nb l8 1 42' 75.7 90.0 90.0 ' 1°ti 48' 74.5 90.0 90.0 Dy product OoeArdAN,�A�\71�1� I7j7ij7 0 12" 75.3 75.3 90.0 90.0 � J 18" 66.5 1 66.5 90.0 90.0 •V,C SF-';"V • i � 24" 60.1 60.1 82.7 90.0 0592 _ S 73" 30" 55.5 55.5 75.6 90.0 JAN Q 5 2 N 3 36' 52.0 52.0 69.6 90.0 �` 0 42' 49.3 49.3 64.5 85.9 Off•.• •\�� drawing no. 48' 47.0 47.3 60.1 80.6 'iii s••.,, R M 10-01 it �� sheet 5 of 7 EDGE DIST. TYPICAL ANCHORS 88 SMS (� I OR 2 METAL 2BY WOOD BUCK 1-1/4'MIN.WOODIEMORE2 /� 1BY AT EACH SIDE OF MULL(AT WINDOW FRAME) STRUCTURE y°10OD STRUCTURE AT EACH SIDE OF MULL m OI WOOD BUCKV. a SEE SHEET 3&4 "'.*• FQR CAPACRY SEE SHEET 3&4aa .� FOR CAPACITY Zs aa. EDGE DIST. EDGE DIST. EDGE �a,. _ .a. `.r DIST. q H 0 A. 4 �OL (� s Oo� -a O Guam I , ii J. Oaoovi TYPICAL ANCHORS TYPICAL ANCHORS i!I! O 0N ti¢ j 1 OR 2 1 OR 2 TYPICAL ANCHORS p I 1 AT EACH SIDE OF MULL AT EACH SIDE OF MULL 1 OR 2 I!I! W 2 2 E I 1 SEE SHEET 3&4 SEE SHEET 3&4 AT EACH SIDE OF MULL ;I;I Z W_o I FOR CAPACITY FOR CAPACITY SEE SHEET 3&4 , O I FOR CAPACITY J ZZp p I I Q 5I Obi I u I i WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. N MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM z I AND TRANSFER THEM TO THE BUILDING STRUCTURE. m I I FLANGE, FLANGE ADAPTOR AND 0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING FLUSH FRAMES CAN BE USED o AT ALL ANCHORAGE CONDITIONS, e, U Lu 'IT I i 1/4" DIA, TAPCON BY W' (Fu=725 KSI, Fy=too KSI) _=3 � 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI,FY-155 KSI) 8 SMS (GRADE 2 CRS) p N o 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) N 3 M n '-' O 1/2" MIN. EDGE DISTANCE w o W I I THRU 1 BY BUCKS INTO CONC. OR BLOCKS c z J F i i 2 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2 3/8"MIN. o W I I 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) w o DIRECTLY INTO CONCRETE OR BLOCKS U 1-1/4° MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ��\, o I I 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 22 3/8°�MINL �iLLL #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I I U INTO METAL STRUCTURES (HEAD/SILL/JAMBS) \ f (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE \ 8 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) \\ e a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) y o $ WHEN USED THE MIN. WOOD TYPICAL EDGE DISTANCE BUCK DEPTH SHALL BE 2% INTO CONCRETE AND BLOCKS = 2-1/2" MIN. THE USE OF DEEPER OR INTO WOOD STRUCTURE = 1" MIN. BEVELED WOODBUCKS IS o`c a y I I INTO METAL STRUCTURE = 3/4" MIN. PERMITTED. = o o WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. PROI3UCTmv1sw t111II CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. :vy—plying wilit11mFlmida ♦117 ITT/� C-90 HOLLOW FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 401 OOtk ` ♦♦♦\ �4Q ' � E i�neteon 1Jxt: '•'�,7CENSF' c . ° 44 By o. 0592 .,d , tNJ;u+il Dro]n Yro6ikl L EDCE'DIST. ' FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. ,d, °• G4 .9 < J,1TYPICAL ANCHORS N ALSO APPLICABLE TO SINGLE HUNG AND 5 20ig p'•. TeoF ty: drawing 1 OR 2 AT EACH SIDE OF MULL HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, 1S Rtor:'�� M10—01 • S•"• �♦♦♦ ^ FSEE OR SHEET CAPACITY&4 EQUAL LEG OR FIN FRAME CONFIGURATIONS. �i0IgL ``♦ sheet 6 of 7 J 1 M • -1.583 --{ .812 .500 1.301 o 2.505 2.737 L 0 .065 065 065 TMP' 065 I---1.450 180 Z q n % TYP. Q m z T7P. TIP. 'ESI u�5 n O 2.505 2.440 3.175 2.505 �. 3 � 1.745 .811 3.675 .550 .050 Q f Z n 1.335 1.429 2.613 0. 6 '0115 .745 TMP. NO v aN o 0 .995 .745 1.015 f^- 1.000 Q 1.995 2.846 I .500 1.000 .991 V p Yt�•I t�-2.505 3.237 Q a06 N SERIES 130 SENTINEL H.R. WDW. FLANGE FRAME HEAD H R. WDW. FLANGE FRAME JAMB SERIES 170 SENTINEL SERIES 120 SENTINEL' FlX. WDW, FLANGE FRAME 5 H. WDW. FLANGE FRAME JAMB S.H. WDW. FLANGE FRAME HEAD S.H. WDW. FLANGE FRAME SILL H.R. WDW. FLANGE FRAME JAMB FLANGE ADAPTOR m o N CCI-718 CGI-136 CGI-135 CGI-137 CGI-139 CCI-109 Q LLi� RE 52.346- 1.583 2.737 , .812 Q WOOi� 065 0 2.5057 �jyp �• f�.065 I 065 2.440 2.613 m 2.505 � 3.175 2.505 zo C I '[� 1.429 1.550 1.660 � n 1.335 1.015 .811L 1 1.24s .{� g LI- .L745 .745 .500 I .05 I O Li .995 1.015 h- 2,505 -i ,992.737 x"-'1.395 8 F 1.495 SERIES 110 SENTINEL SERIES 120 SENTINEL O N o H R. WDW. FLUSH FRAME HEAD H.R. WDW. FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME SILL H.R. WDW. FLUSH FRAME JAMB SERIES 130 SENTINEL CGI-101 N S.H. WDW. FLUSH FRAME JAMB S H WDW FLUSH FRAME HEAD CGI-116 FlX WDW. FLUSH FRAMEFIN ADAPTOR w O M m CGI-119 CGI-702 CGI-100 ccl-ttG E v 3 N 1.015 r-- 1.015 p o W 1.140 D Q , 7.140 g U O O 065 3.930FP- r2.440-1 �'G 4.430 TMP. 3.1 BS N = 3.68 2.885 5 2.885 0 2.440 SERIES 120 SENTINEL SERIES 120 SENTINEL H R WDW. FLUSH FRAME SILLo o e H R WDW. FLANGE FRAME SILL CGI-113 YttoDUCT REVISED pjyjgsFW d• o< m CGI-138 R iildmd Cods c Aaq,uace iso 1$�E'JLl Tay ady prodAU \ ''VGENS�c' i iv .Mme' � 0 70592 - a JAN 0 5 2019 ��•••• TE OF �•Qy�� drawing no. i��77s�® AL�� sheet 7 of 7 1111111\ S MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy CGI WINDOWS and DOORS,INC. 3780 W. 103'Street Hialeah,FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the A14J (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. SGD150LNH-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 A1-1J. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing&sill riser and the max allowable panels for the entire unit,in sheet 13. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly.For Doors w/comers,see limitation note 4,below. 3. Max shim not to exceed V2"at Head/jambs& %"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into conc. 4. Units containing 901& 13 5°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 MIAMI•DADE COUNTY Ife�nira n mate: September 22,2020 .� fO p�lproval Date: July 18,2019 1l�\`h Page 1 r CGI WINDOWS and DOORS.INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L,titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation,dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC, TAS 202-94 along.with marked—up drawings,and installation diagram of 8-panel,Alum SGD w/Pockets& 135° and 90° comers,prepared by Architectural Testing,Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively,both signed and sealed by Joseph A.Reed,P.E.(submitted under file#15- 0619.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along.with marked—up drawings and installation diagram of 6-panels Alum SGD w/Pockets & OXXX,prepared by Certified Testing Laboratories,Test Report No. CTLA-3011-W&-W-1, dated May 22 &23, 2014 respectively,both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel,P.E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB interlayer, Duraseal® and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel,P. E. along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont`Butacite"PVB interlayer,Duraseal® and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed&sealed by Ramesh Patel,P.E. l s�,e-,1•Uu-— Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No.19-0603.03 Expiration Date: September 22,2020 Approval Date: July IS,2019 E-1 y , CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test Report No.FITL -0080-1208-090, dated July 30,2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files#12-0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD (OX)prepared by Architectural Testing,Inc.,Test Report No.ATI—C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham,P. E. (submitted under files#13-1121.08/412-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis,conformance to, complying with FBC- 2010 and with 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 Kuraray America,Inc. for their"Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company(MA)for their "Saflex CP-Saflex and Saflex 11P 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 51 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 r • r CGI WINDOWS and DOORS.INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA#15-0619.06, expiring on Sep. 22,2020. 2. Test proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America,Inc., as well as Duraseal® and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16, 2014,issued by RER, Product Control Section, signed by Jaime Gascon,P.E. 3. Test proposal#14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda,P.E. 4. Test proposals# 13-1098, approved on Oct 02, 2013 and revised on FEB 24,2014, signed by Manuel Perez,P.E.,test proposal# 11-1225 dated DEC 16,2011 signed by Jaime D. Gascon, P.E. Test proposal#09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. Evidence submitted under previous approval. A. DRAWINGS 1. Drawing No. W10-31 Rev O,titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al Farooq Corporation, dated 05/20/10 and last revised on MAR 05,2018, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017(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. SGD15OLMI-NOA Rev O (former W10-31 Rev O),titled Series"150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by manufacturer, dated 05/22/19, signed and sealed on 05/23/19 by Lyn Miller,P. E. (Note: This revision consist of Successor Engineer adopting another Engineer work as his own and addition of Dow 983 silicone) Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No. 19-0603.03 Expiration Date: September 22,2020 Approval Date: July 18,2019 ' E-3 i V CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS 1. REF Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings of an aluminum SGD,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL 19-936, dated 04/15/19, signed and sealed by Idalmis Ortega,P. E. C. CALCULATIONS (submitted under file#17-1011.18) 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc.(former E.I.DuPont DE Nemours& Co., Inc.) for their"Sentry Glas®(Clear and White) Glass Interlayers", expiring on 07/04/23. 2. Notice of Acceptance No. 18-0103.01 issued Eastman Chemical Company(MA.)(Former Solutia Inc.)for their"Saflez CP-Saflez and Saflez HP Composites Interlayer w/PET core", expiring on 12/11/23. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company(MA) (Former Solutia Inc.) "Saflez Clear and colored glass interlayer",expiring on 05/21/21. 4.' Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. (former E.I.DuPont De Nemours & Co.,Inc.)for their"Trofosil®Ultra Clear, clear& color PVB Glass Interlayer", expiring 07/08/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated May 23, 2019,issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 23,2019,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Test Proposal No. 19-0219 issued by the Product Control Section, dated March 13,2019, signed by Ishaq Chanda, P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15- 27.001 of the Florida Administrative Code,notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated May 22,2019, signed and sealed by A. Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA#17-1218.20,expiring 09/22/2020. te.k..,, 1 . 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 VELOCITYBLDG. HEIGHT,RIND 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. CHARTS ON SHEET �tDDDCi'YIiYI&PY STEP 3 WSITHGDESIIGN RATING MORE I5 SELECT ANCHOR EON 4 THAN DESI NLOAD SPECIFIED � �� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE IN STEP I ABOVE ®Mica, Ij—o663•o3 REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (6TH EDITION) FLORIDA- Aar�6TOmNo BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). STEP 4 SHALL ATHE PPLY A UEERRESULTING-FROM STEPS 2 AND 3 SOI RE SYSTEM. 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE BY AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS - P4'edNCT C 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. Title: Drawn By: yILYN ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. AGK OImpactResistard ��\ �N•••••••N2��'!• SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) � / MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT �` Windows&Doo TS ��.•' LICENSE'•.C��i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Description: Date. WEREsmONDm•` Q': •. REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. * No.58705 8110 81.10.1!Bw.al,BI.I..B,it(1011 I THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION COVER,INSTRUCTIONS 5!22!19 h1:008.801.0000 I i..:104H.BBB:_ *' FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY PREPARED BY LYNN MILLER,-D ' Revision: Rev.By: Rev.Date: q OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 1070 TECHNOLOGY DRIVE �� \ •�� WATER INFILTRATION RESISTANCE ETC. ORIGINAL ISSUE N.VENICE,FL 34275 �0X ' SATE F ; ✓L` CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, (941)4e0-1600 %�s'•.F<ORLDP.•''G\?• AND TO BE REVIEWED BY BUILDING OFFICIAL seriee/Modoi: Scale: Sheet: Drawing No. Rev: 00" Owe 2019 I RIGSRE9E�D 7'�Sj/O 1N1AL�� SGD-150 LMI N.T.S. 1 OF 28 SGD150LMI-NDA 0 CERT.OFAUTH.#29296 A.LYNN MILLER,Ld.�1 j1P.E.#58705 V� �6" 3" (8) ANCHORS TYP ^CLUSTER SHOWN 14, AX nz MAX. 3 TRACK \ � L� 282 13/16"MAX. HEAD'ANCHORS DOOR FRAME WIDTH HEAD ANCHORS 14' MAX. 48 1/8' ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 NOM. PANEL WIDTH AT 3.O.C. 6" MAX. 1 13/16" SEE CHART ON SHEET 15 HEAD/SILL FALSE MUNTIN — / L — MIN. OPTIONAL A (, _ E FOR CAPACITY CORNERS - 1 I � REINFORCING I AT INTERLOCKS I ar-- OPTIONAL - '� SEE SHEEP 13 M FOR CAPACITY 1 io 2 1/8r I w L. OPc1 2 POINT 42 m oN'__w \mOQa =_____Rtljli=—j•7=�7==_;ITI1I__ �%/�/ j•%/ j'��/ 1�//8" D.L OPG. ==== SINGLE LOCK ta SEE SHEET 24 FOR DESCRIPTION oO N rd;jI \Zci ZN o a i; a a a gym! a a 3 I Zz % II 11 p I 4$ I IIS op � to I I I - v, POCKET J B II m (6)ANCHORS SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE 1/8` (SEE SHEET 6, 8, 11 1 �z ENDS INTO CONC.AT 3.O.C. SEE CHART ON SHEET PANEL WIDTH r78 1/8" & 12&DETAIL M ON ¢ CLUSTER SHOWN POCKET !��0 _ 15 FOR CAPACITY PANEL WIDTH SHEET 23) JAMB ANCHORS 3 TRACK1 1 •. (SEE SHEEP 23 FOR lJEODDC[ JAMB ANCHORS 14,. / •. ... •. ... TYP. INSTALLATION) rC-M!"Y189w the latah —^16• MAX. 3 3 TRACK =Pt.=Dj 9—d—w.'63 aq/7J.�_3 n B TMD F ILL ANCHORS !; ze U8 P+Ddncl k"Ct E (1)WEEP CLUSTER (z)WEEP CLUSTER (2)NEEP CLUSTER (2)WEEP CLUSIFR 2 WEEP CLUSTER 2 WEEP CLUSTER (1)WEEP CLUSTER \1111 I I I I i r i Tine: Drawn By. SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant Windows&Doors TYPICAL ELEVATION Description: WEMSTREINGE11- Dote: No.58705 TESTED UNR area w.uae n.s.......a, ELEVATION 5/22/19 a.n ass.saa.aaas I z..:ass.aaa.asaz— Revision: Rev.By. Rev.Date: PREPARED BY LYNN MILLER .•, is23 11 Z: Revision: OPENING 1070 TECHNOLOGY DRIVE D.L.O HEIGHT = DOOR FRAME HEIGHT — 9 11/16' ORIGINAL ISSUE N.VENICE,FL 34275 %�.(�'• TE F ;.!4\ D.LO. WIDTH = NOM. PANEL WIDTH — 6" (941)a80-1600 :FS '•F,�ORIO?•.••'G��` PANEL HEIGHT = DOOR FRAME HEIGHT —1 3/16" Series/Model: 5rnle: Sheet Crowing No. RGV. CAPYRIGRTO Ia18 //y S/0 aDOORS SGD-150 LMI N.T.S. 2 DF 28 SGD150LMI-NOA D ALLRIGHTTSRESERVED ' NAL111�� CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.E.#58705 �6, 3, (8)ANCHORS —CLUSTER SHOWN TYP. 2 TRACK HEAD ANCHORS a 14' n z MAX. 190 9/16"MAX. DOOR FRAME WIDTH ANCHORS IN PAIRS HEAD ANCHORS 14 MAX. AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 6"MA% AT 3' O.C. HEAD/SILL MUNTIN1 13/16' SEE CHART ON SHEET 15 CORNERS FALSE FOR CAPACITY MIN. OPTIONAL Al C1 1 _ I i REINFORCING � y 1t AT INTERLOCKS OPTIONAL j Ci 1 11 II H J 1 SEE SHEET 13 I �I I� FOR CAPACITY 1i i1 4 li z POINT az 1/e' 42 1/6' w - yII I,,yL SINGLE LOCK D.L. OPG. D.L. OPG. 1 SEE SHEET 24 a I tO w n x 0 11 11 FOR DESCRIPTION z 1 �' 90 /./ z (n o // /j /X o I� •%. �I %% '%% '%% Om 1 o m II II o 1 I < IIL '11 z a U m l I B1 B1 a i ntOuucrREvmw —pw"-K tie No"& Iw9Lag Cade / J' / Aaceptrcn No� 0603.0 3 m SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS)/ - 48 1/8" � Eaplrxlra Qsfe $�'+..2'7��p �g5 z (6) ANCHORS AT STILE ENDS AT 3"O.C. SEE CHART ON PANEL WIDTH 48 1/8" POCKET 2 TRACK C fid¢ CLUSTER SHOWN SHE 5 FOR CAPACTIY JAMB ANCHORS Z PANEL WIDTH JAMB ANCHORS ( Nd I+Wh rodact CoeMo1 R 2 TRACK 1 SILL ANCHORS a 6, 14, z " MAX. IyP• D.L. OPENING 61 �1 D.L.OHEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.LO. WIDTH = NOM. PANEL WIDTH - 6" PANEL HEIGHT = DOOR FRAME HEIGHT-1 3/16" (TESTED UNIT) TYPICAL ELEVATION 01 llp mmm (D KIP ailM 121 rm aISGR (2).Gs MM" U)2[FP muse IIII Titre: Drarn By: ��`` N�LYNN ''/ REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. IIII 8C1 fl65Is18R1 " 0 ...` 11 ..... SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ® P. � KENS C Windows&Doors F Descrfptlon: Date: WE'RE MONGER- � Q.•• ••,� NO.58705 ELEVATION 5/22/19 r.i:2oe.en.2e29 1 2•a 2os.—02 RaWslon: Rev.By. Rev.Date: PREPARED BY LYNN MILLER --O ✓\ 1070 TECHNOLOGY DRIVE S •'. S�� ORIGINAL ISSUE N.VENICE,FL 36275 ��'•, SATEO ••(V` (941)480-1600 / (<`s'•.FCORIDP,.•'G\��` Series/Model: Smle: Sheet: Oraring No. Re.. CO"RIGIRo 2019 SGD-150 LMI N.T.S. 3 DF 28 SGD150LMI-NOA 0 A�RGMSRESERV D /�2�NAL1E��` CERT.OF AUTH.#29296 A.LYNN MILLER, P.E.#58705 0 (8)ANCHORS (8)ANCHORS �6' 3' CLUSTER SHOWN CLUSTER SHOWN ..NP. .... � .... .... �, /• .'. (SEE SHEET 22)` 14" EXTERIOR EXTERIOR 3 TRACK i MAX, HEAD ANCHORS f 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 NC OPTIONAL 48 1/8' ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL pT R 4 PAI STILE ENDS 6 AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 SEE CHART ON SHEET 15 HEAD NOM. PANEL WIDTH AT 3"O.C. 1 5'• FOR CAPACITY SILL SEE CHART ON SHEET 15 1 13/16' FOR CAPACITY CORNERS MIN. i \ i 1 1 1 1 1 1i `1 i I _ I I REINFORCING tO I 1I AT INTERLOCKS I • r===TF OPTIONAL H 0 SEE SHEET 13 P H N y I II FOR CAPACITY /� �z I II II 2 POINT ci o I I pl DOUBLE LOCKS z w I 2 1/81 I SEE SHEET 2 o I L OP gI FOR 42 1/842 1/8" _I• ___ w I DESCRIPTION I 2 POINT T mD.L..L OPG. DOUBLE LOCKS D.L. OPG. SEE G. SEE SHEET 24 FOR DESCRIPTION ooo I m 1 �0 11 II o Ym g D F s x x ao 1I N SILL TYPE B2 ANCHORS 1/8' 1 m w POCKET SILL TYPE 82 ANCHORS 48 1/8" 48 1/8' /8' 0 JAMB ANCHORS 2 OR 4 PAIRS 2, 3 OR 4 PAIRS PANEL WIDTH PANEL WIDTH N 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 C. FOR CAPACITY 'm 6^ 14• 3" (4)ANCHORS EXTERIOR (6) ANCHORS EXTERIOR 3 TRACK m i j CLUSTER SHOWN CLUSTER SHOWN MA)(, TYP. SILL ANCHORS (SEE SHEET 22) rue. D a.n ey: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant �� '41cENSF'•.�(�%i Fsconucreliv�@D (-E� UNR) Windows&Doors Q omplYW9'khtteF7gri0a pDate: WEwEsmoalan^ mcNo.58705 TYPICAL ELEVATION 0—dtlnn: _�•,-' ': Axe.ptg Cxde ( C .t73 T.— Aeeoptxnw No 9_ h03 ELEVATION 5�22�19 r.l:sossc..ccco I...:soescs.csca = �1 2 RKfxa Qxteo ReWslon: Rev.8y: Rev,Dot.: PREPARED BY LYNN MILLER 23 1070 TECHNOLOGY DRIVE ��•, �E O I ((7�` t 41 ORIGINAL ISSUE N.VENICE,FL 34275 F (941)480-1600 i�s '•.�0R10P;.- G,\�� Sane model: Srnle: Sheet: Dre.ing No. Rev: CG�'IPNDOSOOORS ///S�ONAL�N`�� SGD-150LMI N.T.S. 4 OF 28 SGD15OLMI-NOA O ALL RIGHTS RESERVED ///11111111 CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. XXX(SHOWN) H L FOR DOORS USING 90' & 135' CORNER STILES OXX c H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXO XXX(REVERSE) 0 o , 0 © EXTERIOR DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 H L J1 H o L 0 XXXXXX(SHOWN) © O EXTERIOR O 90'CORNER DETAIL'0'ON SHE 2J1 2 OH HO OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NOM. PANEL WIDTH OPTIONAL IN LIEU OF A DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH IrsH G J H 0 o K 0 XXXXXX(SHOWN) © EXTERIOR 90'CORNER DETAIL'O'ON SHEET 2 135' CORNER DETAIL'P'ON SHEET 22 VNII-REINF. INTERLOCKS OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH G H J H W A- 0- AA 110 6 0 o N 0 XXXXXO(SHOWN) © OH EXTERIOR O 90'CORNER DETAIL'0'ON EEP 2 J OH OH ON SH OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NON-REINF. INTERLOCKS PNODUCF�YiY� OPTIONAL IN UEU OF JI SEE CHART ON SHEET 13 1111 III/ APPROVED CONFIGURATIONS r�P1�g„ ,�, Tee: DfON"�" \�, 0 LYNN iii NON POCKETED DOORS (NON-REINFORCED SHOWN) Iandingcwd 0603-03 SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK Impacl Resistant �� .............. �� SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS g"�D G1t I�.y .j�w ( ) ®Windows&DDars ��•'' �1ceNSF••.C�� --771 jf`101 owciption: Cote; WESESTROKUR' P THREE (3) TRACKSLay arna:!!"!!..monl.elsn!!r..I.,!u•i•a:.!.!e!,.!n!aa.3!o!i! No.58705 NOTE: — �P." CONFIGURATIONS 5122/19 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Revision: Rev.By. Rev.at.: PREPARED BY LYNN RIA � 1070 TECHNOLOGY DRIVE � '. �� I 1 [V 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORIGINAL ISSUE (N.941)4641,CEFL34275 �O�•.. S TE (v\ (941)4 600 �(� '•.;cp ORIDP,.•' \_� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. Senee/Modal: Scale: Sheet: Ora"!ng No. Rai: CorYRiGtrro zoteCGI mh, 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150LMI N.T.S. 5 OF 28 SGD150LMI-NOA D A RIGM9RESER�VED /I�NAL11111�� CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 J DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED PANEL WIDTH NON—REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. XXX(SHOWN) = H L FOR DOORS USING 90' & 135' CORNER STILES OXX c H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF XXOX(REVERSE) o 0 0 © EXTERIOR DOOR FRAME WIDTH FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 H l J1 H w ry H 4 x o L 0 XXXXXX(SHOWN) © O EXTERIOR Q 90 CORNER DETAIL'O'ON SHEET 22 ' OH HO OXXXXO 135' Jl CORNER DETAIL'P'ON SHEET 22 NOM. PANEL WIDTH OPTIONAL IN UEU OF J1 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH lilt H H 0 o K 0 XXXXXX(SHOWN) © EXTERIOR 0 O O O Q 90•CORNER DETAIL'0'ON SHEET 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 H H b o N 0 B XXXXXO(SHOWN) © O 4 EXTERIOR O 90'CORNER DETAIL'0' ON SHEETI`2' J I OO O OXXXXO 135'CORNER DETAIL'P'ON SHEET 22 NON—REINF. INTERLOCKS pKODUC FOEVOR OPTIONAL IN UEU OF J1 SEE CHART ON SHEET 13 1111II APPROVED CONFIGURATIONS ucu>aM1`�6asffi tYeRo�p Rtio. mown By: LY NON—POCKETED DOORS (NON—REINFORCED SHOWN) I Ad _ in¢Cade cceptAettNo 1 -O o .03 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Impact Resistant SEE SHEEP 13 FOR Op AND REINFORCING OPTIONS p \:a��'.••1.1GEN@F'•�((� —Lal 2_2420 ®Windows&Doors E' btiooDate iti Descnperon: vete: wEttEsmoRsER' No.58705 THREE (3) TRACKS M.r.tam ax..a xia..a,a aaou 5/22/19 s.n ala.aaa.caaa NOTE: Ww V odulCockv7 CONFIGURATIONS �TAT%Eor ; Revision: Rev.By: Rev.Date, PREPARED BY LYNN MILLER 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1070 TECHNOLOGY DRIVE !V� UE N.VENICE,FL34275 ISSUE S �T p 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13, OR (941)480.1600 1,F�, '•.�ORIDP.•''G\?� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. sanos/Modal: Scofe: Sheet: DraMinq No. Rar. CO"RIGWO 1111 /i/" �C\\\� DOORS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. N RGWSRESEER D r///I lilt 111 SGD-150 LMI N.T.S. 5 of 28 SGD150LMI-NOA 0 CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.R 58705 DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED DOOR FRAME W. PANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 r-- ARE PRESENT. H L FOR DOORS USING 90' & 135' CORNER STILES w tri H jri _ LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 10 v 0 0 10 to la Id � I 1 0 I M o I I I L__ L PXXX(SHOWN) Q Q E RIOR Q jo XXXP DOOR FRAME WIDTH DOOR FRAME WIDTHPANEL WIDTH NON-REINF. INTERLOCKS SEE 0 ART ON SHEET 13 L rs 1 H J H I I I ra H H Ci I 1 ti ti I v U /G, 1a 0 W 8- al is 0 it I I I a l 0rl I M M I I I _____J PXXXXXXP(SHOWN) O O EXTERIOR O 90YI CORNER DETAIL'0'ON SHO 22 O O O 135'CORNER DETAIL'P'ON SHEET 22 DOOR FRAME WIDTH OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 I r-- I H J H y I 10 a'O Z H H vi I O S I M K I ,X ill 0 I L_ PXXXXXX(SHOWN) 7�. O EXTERIOR O O O PANEL WIDTH O O XXXXXXP90'CORNER DETAIL'0'ON SHEET 22 Y NOT BY CGI 135'CORNER DETAIL'P'ON SHEET 22 NOT PART OF THIS NCA OPTIONAL IN LIEU OF J DOOR FRAME WIDTH DOOR FRAME WIDTH NON-REINF. INTERLOCKS r---- "SHEF7 I � r-- I H J H I y� I I IL 1 0 Q. 0 $ Id 0 I N o I M I I L__ O OH (02)90*CORNER DPXXXXXO(SHOWN) EXTERIOR 135'CORNER DETAIL PON 22 PANEL WIDTH l .�• OPTIONAL IN UEU OF J \\\1\111111111 XXXXXP e.ru.Dbb[a4161Ye'HM1 Title: Drawn NO By: ♦ y APPROVED CONFIGURATIO S �� •••"'•••, Itj u�a+accaua AGK Impact Resistant .•' VIGENS POCKED DOORSDOORS (NON-REINFORCED SHOWN) peteptmtt No t`I.aba3•U'�J SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) F'••, SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS EapfreHao Da1ee2n Windows&UOOTS F';' •.c<`� NOTE: DesMp6on: Date: WE41Esmo1leER- _* No.58705 THREE 3 TRACKS ` �� 5/22J1s "'°•'°"°:'°'"'•'•• ""°'° Prods=t Caaslto0 CONFIGURATIONS a.i:a°ssaaasa°I a..:a°ssaa.esez -� POCKETS ARE NOT PART OF THIS APPROVAL Revision: Rev.By: Ra,Data; PREPARED BY LYNN MILLER ':.�Q: AND TO BE REVIEWED BY AHJ, I 1070 TECHNOLOGY DRIVE O S ATE OF 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ORIGINAL ISSUE N.VENICE,FL 34275 '� '• .c �/. 941)480-1600 �� ''•�ORIDP..•'G\�� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. ( �`rS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. series/Moae/: Scale: Sheet: Drawing No. Rav COPYRG saoo1Bo s 'y,;ONAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. SGD-150 LMI N.T.S. 6 of 28 SGD150LMI-NDA D AIL RIFAUTS.#29 P.E. P.\ CERT.OF AUTH.#29296 A LYNN MILLER, 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. w FOR DOORS USING 90' & 135' CORNER STILES H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 0 c 0 0 0 K1 OH EXTERIOR G1 XO(SHOWN) OX DOOR FRAME IN MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 rL H1 w �H 0 o L1 0 O Kt EXTERIOR O L1 XX #8 X 3/4"SMS DOOR FRAME WIDTH AT 24'O.C. MAX. FRAME WIDTH 1 , 5= N H w J1 LL 0 GL 7- 14 O J1 tD Q EXTERIO G1 90'CORNER DETAIL'0'ON SHEET 22 OXO(SHOWN) 135'CORNER DETAIL'P'ON SHEET 22 OXO(REVERSE) OPTIONAL IN UEU OF J1 DOOR FRAME WIDTH MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 w H H 0I—Vb1a.¢adtitu Fierite G JtJ J`WdL-X Cad. AaeVrue No 4—oto3•o E><ptrotioa Datr_� 20'10 0 o0 G1 Mi ru'tb.dr todacl . G7 Q EXTERIOR J1 HO G1 OXXO 90'CORNER DETAIL'0'ON SHEET 22 XXXX(SIMILAR) 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J1 /1111111 APPROVED CONFIGURATIONS Ti Be: Drawn By: O�`{LYNN NON—POCKETED DOORS (NON–REINFORCED SHOWN) SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK OImpact Resistant �`� SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Windows$Coors : ��•'• 1,ICENSF •'��'� DesMp6on: Dote: WPREMOXOER^ P: '•.� N0.58705 TWO (2) 5/22/19 mea tonett,.a, nssote _ n jC CONFIGURATIONS r.e 305 93..59G I v..:sos.5sa.o5s2 (� NOTE: PREPARED BY LYNN MILLER r Revision: Rev.W. Rev.Date: 1070 TECHNOLOGY DRIVE '� WaTE3LOF I 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. (941)460-1600 F(ORIOP.••' \�,_\ 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. series/Mede!: stole: sheet: D—IngNo. Rev: r�NRIDIGHTC22019Rs �ivSSO••'•'• 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. SGD-150 LMI N.T.S. 7 OF 28 SGD150LMI-NOA D ALLRICIRSRESER D v/01 NAL.11111�` CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA WIDTH DOOR FRAME WIDTH DOOR FRAME W. DOOR FRAME WIDTH W. NON-REINF. INTERLOCKS r---- r---- SEE CHART ON SHEET 13 I = w III U IIx la H 0 O l0 1 lIIlj a0 o o o Y- - M EXTERIOR K7 I____ O EXTERIOR O L7 PX(SHOWN) PXX(SHOWN) XP XXP DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED �� CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS i WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 r-- --� ARE PRESENT. w I J1 I j i FOR DOORS USING 90' & 135' CORNER STILES x; 3 Yi i Y y LIMIT MAX. DESIGN LOADS TO ±60.0 PSF i0 it 0i 0 of oi s M M a d Q. NOTE: --J 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. EXTERIOR Jt Q 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN-PRESSURES SEE SHEET 13. PXXP 90'CORNER DETAIL'0'ON SHEET 22 135 CORNER DETAIL'P'ON SHEET 22 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. OPTIONAL IN LIEU OF J1 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 r-- -- � �OmO 0� UI lY UI lG. al la G. 0 1 M M I I EXTERIOR O O OH MO m09UCf@Evjw W. PXXXXP 90'CORNER DETAIL'O'ON SHEET 22 �g�vYB na.iSot& 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LEV OF A AncaptagceN -oL63,3 DOOR FRAME WIDTH EBWndec Bla, DOOR FRAME WIDTH a1�7J»_ NON-REINF. INTERLOCKS r- SEE CHART ON SHEET 13 FQ, NrtRcl CacltoT I -- I POCKETS ARE NOT PARI OF THIS APPROVAL a IG. AND TO BE REVIEWED BY AHJ. 0 I M K1 I tri L__ EXTERIOR O OH K1 PXXXX(SHOWN) 90'CORNER DETAIL'O'ON SHEET 22 PXXXO 135'CORNER DETAIL'P'ON SHEET 22 111 I I I I! OPTIONAL IN UEU OF A XXXXP Title: Drown By. ` NY LYNN OXXXP SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ��x\O L�cENs 41/! ' APPROVED CONFIGURATIONS WIDdOWs&Doors C�• R ''•��' Q,• '.� POCKETED DOORS (NON-REINFORCED SHOWN) Description: Date: WERE SMPIGER- N0.58705 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS area r.mne ur..y eia..a n Beau = [ •j.� TWO (2) TRACKS CONFIGURATIONS 5�22�19 13:16,—.1564 .1:606.666.6680 I E..:906.6B1.66Bi `� Revision: Rev.By. Rev.Data: PREPARED BY LYNN MILLER - S z3�I OI •;�� 1070 TECHNOLOGY DRIVE \ ORIGINAL ISSUE N.VENICE,FL 34275 �O^•.. SATE F (V\ (941)480-1600 (� •.FZORMI"..•' \�� OORS [ierie`/"f*deILM, Scale: Sheat: Droning No. Rev: coRrRIGHTo lou vv, lS� CSGCOMD—S SGD-150 N.T.S. 8 OF 28 SGD15OLMI-NOA O ALLRIGHT RESERRV D i11jI1VALI0 ` CERT.OF AUTH.1129296 A.LYNN MILLER,P.E. P.E.958705 R THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS DOOR FRAME WIDTH FRAME WIDTH WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 NOM. PANEL WIDTH NON—REINF. INTERLOCKS ARE PRESENT. SEE CHART ON SH ET 13 FOR DOORS USING 90' & 135' CORNER STILES H LIMIT MAX. DESIGN LOADS TO ±60.0 PSF � G H o 0 0 0 XXXX(SHOWN) OXXX XXX XXXXO(REVERSE) © Q EXTERIOR Q Q Q DOOR FRAME WIDTH FRAME WIDTH NON—REIN F. INTERLOCKS SEE CHART ON EET 13 H H J1 H H 0 0 0 XXXXXXXX(SHOWN) OXXXXXXO © Q QH EXTERIOR Q J7 Q Q Q Q 90•CORNER DETAIL'0'ON SHEET 22 NOM. PANEL WIDTH 135• CORNER DETAIL'P'CN SHEET 22 OPTIONAL IN LIEU OF J1 lYODUC r OEymp NOTE: s eunplykg wm'k,Fksiis APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. &JkiAeuwgCO& 197-04 .03 NON—POCKETED DOORS (NON—REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. gtf�+>'sfoo Date 127 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 1i FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. tt��lva,d, ` �� 1 aailly� \\111nrrr�� roe: 0—ay., \ / Olm act Resistant `�\ ' SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK P �a� �ICENSF �l� Windows&Doors "V..' Descrrption: Deter WEREsmoxoER- *: NO.58705 •� ' CONFIGURATIONS 5/22/19 ne aaa.eaa.asao I a..:aoa.ssa.asaa=-O ; Revision: Rev.By. Rev.Date: PREPARED BY LYNN MILLER •'• 1070 TECHNOLOGY DRIVE �� j q��,:•�(C/�� ORIGINAL ISSUE N.VENICE,FL34275 R (941)480-160D %�sn•'•��RIDP,,.•,•\'��` Series/Modd: Scaro: Sheet: Drvvin No. Rer. COPYRIGHTO 2019 /// n/ 4 All RIGH15 RESERVED //70NAL1E\\\\ SGD-150 LMI N.T.S. 9 OF 28 SGO15OLMI-NOA 0 CERT.OF AUTH.029296 A.LYNN MILLER,P.E. P.E.#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF FRAME WIDTH DOOR FRAME WIDTH NOM. PANEL WIDTH NON–REINF. INTERLOCKS SEE CHART 0 1 SHEET 13 H J H w H H ? H 9 K o G a XXXXXXXX(SHOWN) OXXXXXXO © O O HO Q HO EXTERIOR OH 90'CORNER DETAIL'0' ON SHEET 22 13V CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NOM. PANEL WIDTH H J &H — H- H J O XXXXXXXO(SHOWN) OXXXXXXO © HO QH OH OJ HO EXTERIOR O OH L3 901 CORNER DETAIL'0'ON SHEET 22 135' CORNER DETAIL'P'ON SHEET 22 fR09UCrREY(gg0 OPTIONAL IN LIEU OF J e°c�pIYT°S eith alK F� NOTE: k-ll-g Cade 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. A1°`OJjf°"mNO –a znL APPROVED CONFIGURATIONS �1e z 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. � �t� �• NON—POCKETED DOORS (NON-REINFORCED SHOWN) ,,� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. t�f'sv'R'b �• '•ly SEE SHEET 13 FOR Op AND REINFORCING OPTIONS rodaet Casiky FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 11111III11/i1 Title: Drawn By: `��..,.......!y/j�/��i� ��cENs AGK '•,! SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) Impact Resistant .' F ! Windows&Doors Q':' •:c<`�' Deaenptlon: Date: WIMURDNREll- No.58705 CONFIGURATIONS 5/22/19 rm:aos.essssao 1 r..:aos.asasse: -.D Revblon; Rev.By: R.I. to. PREPARED BY LYNN MILLER –�) VMTE 1070 TECHNOLOGY.DRIVE O�•. Q: t!/ ORIGINAL ISSUE N.VENICE,FL 34275 a (941)480-1600 i�s ''•�0RIDP•,.•'G\�� Series Model: Sro/e: Sheet: Drawing No. I.Re CC'RIGte Zvi SAO / A01 =Hr0 laRESERVED �i,INALj1I�� SGD-150 LMI N.T.S. 10 OF 28 SGD15OLMI-NOA 0 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 NOMI PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON S EET 13 I I ~E H is is IUITo I M H PXXXX (SHOWN) 0 OH EXTERIOR Q XXXXP Oo FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 r-- --� I I I I II I I w It5 H H J H H �� jY U I cYj� �a a � 47 �a $ $ �- al o I M I I I o I M I I I PXXXXXXXXP (SHOWN) Q Q Q QH OJ © EXTERIOR 90'CORNER DETAIL'0'ON SHEET 22 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS _ PRODNCrREVLgw POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: oe caxnOrytxxA wwp pled SEE SHEET 13 FOR DP AND REINFORCING OPTIONS IW1Jmg Cnde 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. AaePtmce No -0t:03.Oj FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. lS 3. FOR ANCHOR DETAILS SEE SHEETS 15 1'HRU 23. � �•��"�"�^' POCKETS ARE NOT PART OF THIS APPROVAL Cw*o1 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 1111111111/�� Title: Drawn By: \\ O // SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant \��•' OCENSF MOWS&Doors Description: Dote; WEMMEox9Em- _�• No.58705 axes w.xsxm �( 7R EXTRUSIONS,BOM 5/22/19 a:xoc.ccc csco I:xos.csx.cscx �l Revision: Rev.By: Rev.Oct.: PREPARED BY LYNN MILLER - TATE%FF/ .-' 1070 TECHNOLOGY DRIVE ;0�'. S7L�- ORIGINAL ISSUE N.VENICE,FL 34275 a <ORIDP, (941)480-1600 i�s .•'G�� Sartes/Model: Smle: Sheet: Droxing No. Rev: WPYltiGnro tots ,'1111111111111 SGD-150 LMI N.T.S. 11 of 28 SGD150LMI-NOA 0 ALL RIGHTS RESERVED CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF FRAME WIDTH NOM. PANEL WIDTH NON—REINF. INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 r-- r--- I I � I = i Li ly H H IU q s� a o jo 0 o I M G I I I I L_ 17 -1._ PXXXXXXXX(SHOWN) O OH OH OH Q HO EXTERIOR OHO XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI 90' CORNER DETAIL'O'ON SHEET 22 NOT PART OF THIS NOA 135' CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN UEU OF J FRAME WIDTH NOM. PANEL WIDTH NON–REINF. INTERLOCKS SEE CHART ON SHEET 13 DOOR FRAME WIDTH j I r--- I ra II� W H J H lVy H •�z/�, H la WEN 0o M 3 I L__ L ® OH OH OH OJ HO EXTERIOR O HO L3 PXXXXXXXO(SHOWN) 90' CORNER DETAIL'0'ON SHEET 22 APPROVED CONFIGURATIONS 135'CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN I.I.OF J POCKETED DOORS (NON—REINFORCED SHOWN) NOTE: SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. F"VUCf ILEV M n caapWes with thCF6dW: 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. °gCOd' FOUR TRACKS n�l.ptoR«No 11-6463•o3 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. EaQlralsoDz ` z _ POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. �4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 7 ` U..—J,.. ' fi, (itLma'Lildr ICwtd nee, 0.-9y: � �Y LY/V,V SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant `` �0,..• Windows&Doors ��,•' �IGENgF'•,�� ' Description: Date: WERE MONGER" Q'• •'.Cn�!J 5/22119 me r.mar q...t,ei,i..n,n!!a!! ;• NO.58705 CONFIGURATIONS T•I:80!.!8].8!90 I in:]8!.!98.8992 / _ PREPARED BY LYNN MILLER 'Q /✓Il – Revision: Rev.fry: Rev.Date: 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 �•. ��` (941)480-1 600 •'•.F1 ORIOP. Senes/Model: Scale: Sheet: D—Ing No. Rer. CGPYRIGHTO W19 '%lr • ' �\�� SGD-150 LMI N.T.S. 12 of 28 SGD150LMI-NOA 0 ALLRIGWSRESERVED$ ''vS ANAL F�\ CERT.OF AUTH.#29296 A.LYNN MILt'L1,tfi.��1 P.E.#58705 F I e DESIGN LOAD CAPACITY-PSP(GLASS) GLASS CAPACITY CHARTS GLASS TYPES GLASS TYPES ,A, k'A1' 'B'k'Bl' NON. DOOR NUMBER OF INTERLOCKS INTERLOCKS PANEL WIDTH FRWE HEIGHT PANELS W/O REINF. WITH REINP. WHM INCHES ALLOWED EM.(+) IM.(-) EM.(+) INT.(-) 24-1/e 10 60.0 1 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 36-1/8 82 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH 42-1/8 10 60.0 60.0 80.0 80.0 48-1/B 10 60.0 60.0 so.. 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 84 10 60.0 60.0 BDA 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 71.1 71.1 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH 36-1/8 90 10 60.0 60.0 80.0 80.0 42-1/8 10 50.0 60.0 80.0 BO.0 48-1/8 9 60.0 60.0 80.0 80.0 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 E8 E8.1 36-1/8 96 10 60.060.0 BOA 80.0 42-1/8 10 60.0 60.0 80.0 80.0 48-1/8 9 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH GLASS TYPES 'n 'A%'B','A1','B1' m m APPLICABLE FBC EGRESS INTERLACES REQUIREMENTS TO BE n ID n TRTH REINF. REVIEWED BY AHJ. TO N N E%T.(+) INT.(-) 24-1/8 10 - - 60.0 60.0 DE1 30-1/8 10 - - 80.0 60.0 1 36-1/e 10 - - 60.0 60.0 42-1/8 102 - SILL 10 60.0 60.0 RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. 48-1/8 10 60A 60.0 INTERLOCKS INTERLOCKS 54-1/8 9 - 54.4 54.4 D/0 REINF. WITH REINF. 24-1/8 10 - - 60.0 60.0 ZRouucr oevEM 30-1/8 10 60.0 6040 NOTE: itYtplyL.6Mnl qe ibl'810 36-1/8 10 - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE lauding Cas. 108 t °3 az-1/e 10 - - 60.0 60.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ExpireAmpf dl c-eN a, 2° 48-1/8 10 - - 60.0 60.0 AND FLORIDA BUILDING COMMISSION 53-1/8 9 - 54.4 54.4 DECLARATORY STATEMENT DCA05-DEC-219 F42-1/8 10 - - 60.0 60.0 - E&d 8-* deet Cawed 10 - - 60.0 60.0 114 10 - 60.0 60.0 111E II111 UU 10 - - 60.0 60.0 PH.: 0.-B'.9 - - 60.0 60.0 Oimpact ResistantSENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®10 - - 60.0 60.0 ��//Winn 68IWRs& o0rs 10 - - 6D.0 60.0 D-dpti- Date: No.58705 36-1/8 120 10 - - 60.0 60.07?!_ ares r.!sae ssroy ela..e,n sssu 42-1/B 10 - - 60.0 60.0 GLASS CAPACITY CHARTS 5!22/19 r.I:ros.eaa.reso I r..:sss.:ea.sss: : 48-1/8 9 - - 60.0 60.0 Revision: Rev.By: Rev.Date: PREPARED BY LYNN MILLER 73 2 it 1070 TECHNOLOGY DRIVE3 ORIGINAL ISSUE N.VENICE,FL 34275 ��T'•.• F A7E F (941)480-1600 1 '•.<ORIDP..•'G\�� Series/Model: seole: �Slh3' G• DrDWlrg No. Rer. CG�CN�'IuoIO RIGHTS s�o ''�S�� AL1N1SGD-150 LMI N.T.S. of 28 SGD150LMI-NOA 0 CERT.OF AUTH.529296 A.LYNN MILLER,P.E. P.E.#58705 3/16"ANN. GLASS 3/16"ANN. GLASS 3/16'HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS .075"Interlayer 075" Interlayer Saflex CP With PEr Core Saflex CP With PET Core Interlayer .075" Interlayer By'Eastman Chemical Co.' By 'Eastman Chemical Co.' Saflex CP With PET Core Saflex CP With PET Core OR OR By 'Eastman Chemical Co.' By'Eastman Chemical Co.' 090"Interlayer .090"Interlayer OR OR Saflex Clear And Color Glass Saflex Clear And Color Glass .090" I .090" Interlayer Saflex Clear And Color Glass Saflex Clear And Color Glass e By'Eastman Chemical Co.' By'Eastman Chemical Co.' n By 'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR OR OR 090"Interlayer .090"Interlayer 3/8"AIR SPACE Sent los .090" Interlayer 3/8"AIR SPACE .090"Interlayer SentryGlas SentryGlas SentryGlas B Kurara America, Inc.' By'Kuraray Americo, Inc.' By , y OR By 'Kuraroy America, Inc.' By 'Kuroray America, Inc.' OR OR OR 090"Interlayer 3/16"TEMP. GLASS .090"Interlayer 090" Interlayer 3/16"TEMP. GLASS 090"Interlayer Trosifol PVBTrosifol PV8 By'Kuroray America, Inc.' By'Kuraray America, Inc.' Trosifol rTrosifol PVB By Kurarayoy America, Inc.' By 'Kuraroy America, Inc: 3/16"HEAT STREN'D GLASS 3/16-HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS SILICONE SILICONE SILICONE SILICONE GE SCS 1200 GE SCS 1200 GE SCS 1200 GE SCS 1200 DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 DOW CORNING 599 viM DOW CORNING 995 m DOW CORNING 995 m DOW CORNING 995 m DOW CORNING 995 M1 DOW CORNING 983 f Mi DOW CORNING 983 ( rn DOW CORNING 983 DOW CORNING 983 XL EDGE SPACER XL EDGE SPACER m II j jl t i. ST. STEEL BY'CARDINAL• Si. STEEL BY 'CARDINAL' OR n jl SETTING BLOCKS DURASEAL BY'OUANEX' I AT 1/4 POINTS ON LITES I !:I DURASEAL BY'OUANIX' OR WIDER THAN 36" Ij !I!I TL' SETTING BLOCKS R"i SUPER SPACER BY.'OUANIX' On'EPDM ai OR O AT 1/4 POINTS ON LITES O Q DUROMETER 85±5 Q SUPER SPACER BY'QUANIX' 1 WIDER THAN 36" a 1 SETTING BLOCKS G7 EPDM W AT 1/4 POINTS ALL SIZES Thr] 1 W 1 SETTING BLOCKS DUROMETER 8515 EPDM ��'!! 5�,y� AT 1/4 POINTS ALL SIZES W EPDM DUROMETER 85±5 j iC W DUROMETER 85±5 W WW GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'Bl' 7/16-,OVERALL LAM. GLASS 1"OVERALL INSUL LAM. GLASS 7/16"OVERALL LAM.GLASS 1"OVERALL INSUL LAM.GLASS GLAZING OPTIONS sxooucrl asmiiiiplyieg.kh1 ersedu 4utding Cal Accopiwe No —0003•x3 Evorm Date/7y IN9 v'D.id, rodoci ConMd ytulur Tide: LYNN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant �� 4ANY,,• '�GENg 2!/Z Windows&Boars v F !� WERE s1ROxaER" • TZ '•.'p�� Description: Date: _* No.58705 m9�.tone seob , — • GLAZING DETAILS 5122/19 r.e a99.9ra.u9a 1 P.9:909n M.99r.0983 Date: Revision: Rev.By. Rev. PREPARED BY LYNN MILLER "1'� 1070 TECHNOLOGY DRIVE 0 IS cT.EO I� '••�� ORIGINAL ISSUE N.VENICE,FL 34275 Xk'•, �4 (941)480.1600 (� •."40RI0 P,.•' N' Series/Modal• Srnre: Sheet: Drawing No. LR,. COP,_,7018 � G ,, ALLRIYRIGHT SERVED //� O....?.SGD-150 LMI N.T.S. 14 Of' 28 SGD15OLMI-NOA CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 1 TYPICAL ANCHORS TYPICAL ANCHORS IN CLUSTERS IN CLUSTERS TYPICAL ANCHORS 3 KSI 2BY WOOD BUCKS TYPICAL ANCHORS CONCRETE AT MTG. STILE SEE NOTE SHEET 1 AT MTG. STILE IN CLUSTERS •& INTERLOCK ENDS ENDS &INTERLOCK ENDS AT MTG. STILE IN CLUSTERS METAL STRUCTURES SEE CHART" 3 KSI SEE CHART 1BYSEE WOOD BUCKS & INTERLOCK ENDS AT MTG. STILE EDGE 151° CONCRETE FOR QUANTITIES SEE NOTE SHEEP 1 SEE CHART & INTERLOCK ENDS SEE SPEC BELOW ',:AOR!QUANTIT,I.ES,• FOR QUANTITIES SEE CHART ED6 DIST• '3 5/�".•• FOR QUANTITIES 5 EDGE dIST. °3,5/8"-• i ''CONCRETE EDGE 3 5/8" 1 DIST. ANCHOR TYPE A m x - rn m ANCHOR TYPE A N muxi ANCHOR TYPE B N mv=i ANCHOR TYPE C INTO 2BY WOOD BUCKS o THRU 16Y WOOD BUCKS So DIRECTLY 3 KSI CONCRETE o INTO METAL STRUCTURES o INTO 3 KSI CONCRETE OR WOOD STRUCTURES OR APPROVED MULLIONS DESIGN LOAD CAPACITY-PSF(ANCHORS) WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO HEAD ANCHORS SILL.ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH (TYPE M B&C) (TYPE 02) TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. . CLUSTER AT CLUSTER AT TYPICAL ANCHORS: SEE ELEV. FOR SPACING STILE/IRMLOCK ENDS CLUSTER ENDS 4 6 B 4 6 B AT HEAD- ' - ' - ' AT JAMBS- ANCHOR EDGE DISTANCES PMIEI w�n1 FFApjE HOGTrt Exr.<+)ETR.(+)EXT.(+) Ex7.(+) EKT.(+) EXT.(+)�PE 'A'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu=177 K51,Fy=155 K51) �PE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=777 K51,Fy=155 KSI) INTO CONCRETE OR MASONRY= 2-1/2"MIN. NCKFS MCRfS INL(-)INT.(-)INT.(-) INT.(-) INT.(-) INS.(-) THRU 1 BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO WOOD STRUCTURE= 1"MIN. 24-1/e MO - - a0.o - - 1-1/4" MIN. EMBED INTO CONCRETE I I 1-1/2" MIN. PENETRATION INTO WOOD I INTO METAL STRUCTURE = 3/4"MIN. 30-1/8 80.0 80.0 - I WOOD AT HEAD OR JAMBS SG = 0.55 MIN. 36-1/a B0.0 - - 76.2 80.0 - THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. 42-1/8 82 72.4 80.0 - 66.7 80.0 - I 1/2" MIN. EMBED INTO CONCRETE I I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I C-90 HOLLOW/FILLED BLOCK AT JAMBS Ym = 2000 PSI MIN. 48-1/8 66.8 80.0 - 63.4 80.0 - 54-1/8 62.8 71.1 - 59.5 71.1 71.1 TYPE 'B'- 1/4" X 3-1/4" ULTRACON BY 'ELCO'(F-177 KSI,FY-155 KSI) TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) 24-1/e 80.0 - - 60.0 - - I DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY 30-1/6 80.0 - - 60.0 - - 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY !'RODUCC REV2M 36-1/B 75.5 80.0 - 71.6 80.0 - ft COap�vkb the 84 I TYPE 'C'- 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRs) I I TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) I 42-1/8 67.8 80.0 - 64.3 80.0 - .. IRlidtng Code as-t/B s2.7 ao.o - 59.1 80.0 BO.o INTO MIAMI-DADE COUNTY APPROVED MULL ONS II INTO MIAMI-DADE COUNTY APPROVED MULLIONS I A�PtNO (`1^060, .cry Eupir9Nie0 Datedr'�./7JL0 54-1/e 58.4 71.1 71.1 55.3 71.1 71.1 I OR OR t 24-1/6 80.0 - - 80.0 - - INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 0, 30-1/8 79.7 79.7 80.0 75.6 80.0 - I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I °L' P10doct C91uko1 36-1/8 90 69.2 80.0 - 65.6 80.0 - ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) SILL RISERS 42-1/8 61.9 80.0 - 58.7 80.0 80.0 STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) •I STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS 48-1/8 56.7 80.0 60.0 53.7 80.0 80.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AND SHEET 13 FOR CAPACITY za-t/e 80.0 - - 69.0 - - AT SILL - - - 30-1/e 73.8 80,0 - 69.9 80.0 - 36-1/8 96 63.9 80.0 - 60.6 80.0 - I TYPE 'B2'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy--155 KSI) POURED&HARDENED ANCHOR TYPE B ANCHOR TYPE B 42-1/8 _ 57.0 80.0 80.0 54.0 80.0 80.0 DIRECTLY INTO CONCRETE NO-ME HIGH STRENGTH DIRECTLY INTO 3 KSI CONCRETE S DIRECTLY INTO 3 KSI CONCRETE HIGH STRENGTH GROUT m w 48-1/8 51.9 77.9 80.0 49.3 73.9 80.0 1-3/4" MIN. EMBED INTO CONCRETE VC=5000 PSI MIN. 24-1/8 60.0 - - 60.0 - - L - - • - • - • - - - • -- - ' - ' - ' - ' NOT BY C.G.I. S 30-1/e 60.0 - - 60.0 - - "i MUST TRANSFER SHE - w NOTE: LOADS TO STRUCTU 38-1/e 59.7 60.0 60.0 56.2 so.o so.o ANCHOR CAPACITIES LISTED ON THIS •• .I , 42-1/8 102 52.7 60.0 60.0 50.0 60.0 60.0 •:.T :•:.•::.•:.•:.•...•::.. n G, , . , 48-1/e a7.s 60.0 60.0 as.s sD.o so.o v SHEET TO BE USED IN CONJUNCTION '.I •••.3,•5/8.' ¢ WITH GLASS CHARTS ON SHEET 13 - .TYPICAL ANCHORS'• sa-1/6 44.3 sa.a 54.4 42.0 54.4 54.4 rn ° 3.5/8'x. IN CLUSTERS' , 2a-1/8 60.0 - - 60.0 - - 5= LOWER APPLICABLE VALUES CONTROL. ' AT MTG. STILE �• 30-1/8 60.0 M60.0 - C3 3 TRACK SYSTEM SHOWN ALSO APPLICABLE & INTERLOCK ENDS - - SEE CHART 36-1/8 108 55.3 60.0 60.0 .0 60.0 o TO 2 AND 4 TRACK FRAMES. FOR QUANTITIES 42-1/e 49.1 60.0 60.0 .o so.o PLEASE SEE FOLLOWING SHEETS FOR DETAILS. Title. D`a"n By, �NY LYNN //,/,�� 48-1/8 44.5 60.0 60.0 .0 60.0 to SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ®Impact Resistant `� • sa-1/8 a1.6 54.4 54.a $.a sa.a o ( ) Windows&Doers �� oCENSF'. 24-1/8 60.0 - - 3 Daecriptian: Dote: WPRE STRONGER•" ` Qa 30-1/8 80.0 - - .0 60.0 at99 v.t9u9 sv,.I,a1.u.e,n State �*; NO.58705 36-1/8 t,a 51.9 60.0 60.0 0.0 60.0 ANCHOR LOAD CHART/ANCHOR DETAILS 5/22/1942-t/8 45.9 60.0 60.0 0.0 60.0 Y PREPARED BY LYNN MILLER "0 '._1 �'7 •ReNsion: Rev.B. Rev.Data: > 148-1/8 41.5 60.0 60.0 9.1 so.o z LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOOR$ 1070 TECHNOLOGY DRIVE �� 2a-t/e 60.0 - - 60.0 - - F W/O REINFORCING ALL SIZES ORIGINAL ISSUE N.VENICE,FL 34275 �O�'• STATE (V\ 30-1/8 56.9 60.0 60.0 54.0 60.0 60.0 3 LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS (941)480.1600 �s •.F<ORIDP.••'G��` 36-1/8 720 48.8 60.0 60.0 46.3 60.0 80.0 W/REINF. UPTO 96 IN. HT. Senea/Model: Scala: Sheat: Orcain9 No. Rav: COPmiGNTO Zot9 %,7 51 IRS 42-1/8 43.1 60.0 60.0 40.9 60.0 60.0 LIMIT REINF(+ABOVE 96)LOADS TN.6HT.UPTO0.0 PSF F120 OR DIN.RHIGH. SGD-150 LMI N.T.S. 15 OF 28 SGD15OLMI-NOA O ALLRIGNISRSCGI EM's0 ��//��NALIEN�� 48-1/8 38.9 58.4 60.0 36.9 55.4 60.0 - CERT.OF AUTH.#29296 A.LYNN MILL�Fi,f1.�. P.E.#58705 l_ SEE SHEET 15 FOR ANCHORS Z EDGE DIST. 3 5/8' EDGE 3 5/8" 3 5/8" E x a• . .... .. DST EDGE .. � .. .. E DIST EDGE DIST a' °• 'a I r I %a I. I WEEP SIZE 1/4" X 1/6" a REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. 1 ° `i OPTIONAL SLANT SILL ADAPTORS M11 El O 1 O 1 ® O 1 j!I! I! ! I!I! 1i!I I'I 'I:I DECORATIVE !I 22 SILL COVER I II �'! II II II I OPTIONAL ai ! !I ii II I .>1 !I II Ill Ii j' J W II II Ij II II II ��I � zd d j!II II II jl II l a o I!I! I!I! I!I! J I'I' I'I' I•P I II;II;I Ij II !I II II II SILL RISER !!I! FOR LOADS POURED k HARDENED 1!!! II I! E6.1 REOD. j!j! HIGH STRENGTH GROUT !I! I!I! ABOVE+60 PSF :I NON—SHRINK,NON—METALUC :I�I :I:I SILL RISER T'c- 5000 PSI MIN, E8 REOD. FOR LOADS �" NOT BY CGI WINDOWS ® ABOVE +60 1 ry 11i ' MUST TRANSFER SHEAR E7 LOADS TO STRUCTURE I ii 1 T T rti II ® ® F ® 1 \_T Ell f= J rn\ \ FRODOC17REWSM ...IWAdlog T ° ° AeaptsaccNolg_aLa3•o3 .a.: .. .:'us 1 '.'a.': '.'.'::. .. .a • tiff4aeiao Date ca l Z2_t 7 Q `• • 'n. 'a+ I3 KSI CONC. ' : 3KSI CONC. *•`�i^EDGE DST.' 35/ EDGE•DIST.•• •y3 5I8`", EDGE DIST.•• 'y3 5I.8�, B"s � Pt *Call SEE SHEET 15 FOR ANCHORS rift Draw„By: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ` r0 ..•••••. Windows&Doors •' \GENSF �1� % Description: Date: WE'RE smORDER" Q�:' •:�� THREE (3) TRACK DOOR DETAILS are9w.twm aia..n,ruaam =79r N0.58705 3-TRACK DOOR DETAILS 5/22/19 r.t:aos.ssa.ese9 I r..:ass.ses.asax _ R.,isfon: Re,By: Rev. of.: PREPARED BY LYNN MILLER i 0 u � 1070 TECHNOLOGY DRIVE ORIGINAL ISSUE N.VENICE,FL 34275 ��•. SA (941)480-1600 �� •.,j 40RIOP,.•' Senas/Model: Seale: Sheetr Dm.in9 No. Rev; caaratclfro zot9 IRS SGD-150 LM1 N.T.S. 16 OF 28 SGD150LMI-NOA 0 ALLRIcaDSRESEVEo yS/ONAL 1EC` CERT.OF AUTH.#29296 A.LYNN MILL�It,pli P.E.A 58705 TYPICAL ANCHORS PANEL WIDTH SEE ELEV. FOR SPACING 1/2"MA%. © E6 D.LO. O SEED E CHART ONO O LOAD BEARING SHIM M15A 1 SHEET 13 FOR CAPACITY E5 1 1 W z Zo a t 1 0 OO O O O O O o ea: E27 w . 1 E4 14 D.LO. D.L. OPG. a 1 1 EXTERIOR NOM. PANEL WIDTH, PANEL WIDTH LOCK STILE INTERLOCK INTERLOCK ASTRAGAL (REINFORCED) DOOR FRAME WIDTH (REINFORCED) #10 X 1-1/4" SS PH SMS 1 PER CUP 1X6 OR LARGER O 3 PER PANEL WOOD BUCKS AT 18'FROM EACH END M2 1/4' MAX. O AND AT MIDSPAN LOAD METAL O L M2 N8 % 3/4"SS FH SMS LO�SHIFM BEARING K PANEL WIDTH 1 PER CUP STRUCTURE 1/2"MAX. 1/2'MAX LOAD BEARING D.L.O. LOAD BEARING SHIM SHIM w 1 TYPICAL ANCHORS x SEE z, zo 1 FOR SPACING TYPICAL ANCHORS ——_ _— a TYPICAL ANCHORS 1 1 FRODUC f 4 vow SEE ELEV. SEE ELEV. FOR SPACING e _ FOR SPACING 1 e Ll*kU CmLe witY F1as4L AoMlmft NoLl_oGo3•o 3 E pkatdw Dale Nalr sodncl Coellal n w — _ DOOR FRAME WIDTH _I FIXED PANEL EXT. o 111111111 Title: Drawn By. .` NY LYNIV 8 w SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Olmpact Resistant y1GEN t.••;•� w vWieeemnnxa�oars Q�••'• SF .`�� EXTERIOR Description: Dote: No.58705 DOOR FRAME WIDTH ms�.mai>1e..1,sia..E,n ensu— 3-TRACK DOOR DETAILS 512219 r.E aoe.sea.seso I r..:eos.ese.ess>I= DOOR FRAME WIDTH D Re B Revision: Rete: PREPARED BY LYNN MILLER Rs,Br. aI—I ;,4tj 2X6 OR LARGER WOOD BUCK 1070 TECHNOLOGY DRIVE OR ORIGINAL ISSUE N.VENICE,FL 34275 %�.(� TATE F (V WOOD STRUCTURE (941)400-1600 CSS 'F<ORIOL,, \� Senea/Mode L• Is: Sheet: D awing No. Rev'. CAPYRIGKO Sn1H THREE (3) TRACK DOOR DETAILS ''��,S/O "f NG SGD-150 LM N.T.S. 17 of 26 SGD150LMI-NOA 0 LLL RIGHTSRESEWED rII,I 1VAL I%"" CERT.OF AUTH.029296 A.LYNN MILLER,P.E. P.E.058705 SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS 0 WEEP SIZE 1/4•' X 1/8" Z EDGE DIST. 1 3/4" X Z EDGE DIST. 1 3/4" 4� REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS N �v=i °'• •+a, I. I 3 KSI CONC. N �� ": 3 KSI CONC. o � o E3 fij m ❑ OPTIONAL SLANT SILL ADAPTORS M11 10 1 Al 2 E26 C1 E DEC® RATIVE SILL COVER SILL COVER ® OPTIONAL I II II it r. i it it i! 1 rel I III II _ O ii ii = 0 w = ao W W ao G3 it wW GC., :I ii w d o � a W j111 � W II II Ci 00 it it O 00 jl it o ��j I POURED&HARDENED II II 'I jl HIGH STRENGTH GROUTII I! SILL USER SILL RISER NON-SHRINK, NON-MET REOD FOR LOADS C EB.1 OPTIONAL FOR LOADS E8 f•c 5000 PSI MIN. ROVE +60 PSF NOT BY CGI WINDOWS ABO +60 PSF M3 MUST TRANSFER SHEAR LOADS TO STRUCTURE i�\ll B1 0 D1 D m U O 1 \Z w II N rn li MODDCIrREVEW ...I"""' ( I. Is"WI gCao a3r9ptu«Nal _6663.03 e' 1 E3(dM1oo Date 2 u .�•VSEE 3 KSI CONC. I •3 KSI CONC. �, is.__5EDGE GIST. EDGE DIST. 1.3/4SEE SHEET 15 FOR ANCHORS 15 FOR ANCHORS TWO (2) TRACK DOOR DETAILS Ttlo: Dmwn By: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK Olmpact Resistant `��.•' cENSF, Windows&Doors Descn'ptl— Dote: We(IEURDRDE11- = Q': 13/i No.58705 5122/19 3960 W.lone m°°:91.1..6,n 330u 2-TRACK DOOR DETAILS 991:366.683.6696 19..:966.603.6664__ (� Revision: Re,By. R.,Dots: PREPARED BY LYNN MILLER •, C z3 I0t Q; 1070 TECHNOLOGY DRIVE Q S qTE F\ ORIGINAL ISSUE N.VENICE,FL 34275 (941)480-1600 ��s•'•.�ORID1',.''G\�� Senes/A1oCel: Scale: Sheet: Droving No. Rev: Co"RIGHTD 2019 '/�S/ SGD-150 LMI N.T.S. 18 OF 28 SGD150LMI-NOA 0 ALL RIGIR9 RDOWSESERVED 't7f�NAL1E CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705, TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH LOAD BEARING #10 % 1-1/4"55 PH SMS 11 PANEL WIDTH SHIM G1 1 PER CUP O O G 1 M2 B X 3/4"SS FH SMS H D.L.O. p+ r 1 PER CUP 1 ES K z z V,o __--._.. ._.. .. .._.._.._.._.._.._.. O O O O O rn •y' O E4 E9 c E6 ASTRAGAL •� D.LO. INTERLOCK FIXED PANEL (REINFORCED) EXTERIOR NOM. PANEL WIDTH DOOR FRAME WIDTH 1BYSEE WOOD BUCKS L1 a o #10 X 1-1/4'SS PH SMS LOAD4B RINC SEE NOTE SHEET 1 O orr 1 PER CUP 1/2'MAX "o7 SHIM METAL LOAD 13EARING TTYPEICAL ANCHORS #8 X 3/4'SS FH SMS STRUCTURE i/2" MAX. SHIM ELEV 'FOR SPACING 1 PER CUP LOAD BEARING K 1 TYPICAL ANCHORS SHIM PANEL WIDTH SEE ELEV. j- DOOR FOR SPACING D.L.O. � - off:TYPICAL ANC RSSEE ELFOR SPACI CfnCF o Cleo Eapltetm Date EXT.EXTERIOR DOOR FRAME WIDTH nuaertia4Fiud�c[C N" FRAME WIDTH wt' O E27FIXED PANEL EXT. TIDO (2) TRACK DOOR DETAILS 11111rf Title: D.-By: \�` ONY LYNN DOOR FRAME WIDTH SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I. AGK ®Impact Resistant .r,�•.-•'•' �Ij Windows&Doors QCT: LICENSE•,��'i 2BY WOOD BUCK Description: Dale: WERESUIOKGEfl" •'."� OR No.58705 WOOD STRUCTURE 5/22/19 area r.so.n m..r,sI,I•s,n atou - *! • SEE NOTE SHEET 1 2-TRACK DOOR DETAILS r.I:aos.sss.estF I F..:sss.sss.tsts _ G RoMfon: Rev.W. Rev.Date: PREPARED BY LYNN MILLER �� (h 7? IO( ••� 1070 TECHNOLOGY DRIVE -57Th) ` ORIGINAL ISSUE N.VENICE,FL 34275 ��T••. ATE F (941)480-1600 iCCs ••F�0RIDP`•.a'•�C�� S.des/Afodel: Smle: Sheat: Drawfnp No. Rer. CGII VrIPNR00N5 e,DOORS /// �C'NAL• SGD-150LMI N.T.S. 19 GF 28 SGD150LMI-NOA D hL RIGIRSNESERVED /IrlIII11111`` CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 SEE SHEET 15 FOR ANCHORS K EDGE DIST. 3 5/8- EDGE EDGE DIST. 3 5/6' EDGE DIST. 3 5/8" REFER TO SHEET 15 FOR VARIOUS a; INSTALLATION CONDITIONS. mN o Y' WEEP SIZE O 1 M11 O i O 1 T OPTIONAL SLANT SILL ADAPTORS jig fit. DECORATIVE O :I:I :! :I:I SILL COVER w" Ill OPTIONAL 2 W W Z II II II II II II it it i'r I Ij I Ij Ij Ij Ij ji II li ji II it SILL RISER I!it POURED& HARDENED I!I! jl;I E8.1 READ. FOR LOADS I HIGH STRENGTH HARDENED ABOVE +60 PSF :I NON–SHRINK,NON–METALDC :I:I '! ! SILL RISER f'c- 5000 PSI MIN. E8 REQD. FOR LOADS j NOT BY CCI WINDOWS ® ® ABOVE +60 PSF ry II MUST TRANSFER SHEAR E7 LOADS TO STRUCTURE II 0 m ® ® r5 II B 2 , D ® F ® ® ® 29 ami j BROYDCt REVINO N N k CQMPC91n with the l'7aeldl v ... ¢ a� ......... ......... .. .... � ....... ......... .... .... ..... � ......... ......... .... .... AawptaaceNo f7'oLe3•o3 ratliu Date . _ _ bdr P+udoel Cerkd a .xa• I m •y " 'a• .I 3 KSI CONC. .s " 3 KSI CONC. EDGE DIST. '3 5/.,"• EDGE DIST. 3 5/.�� EOG DIST. 3 5�w \`111111111/// SEE SHEET 15 FOR ANCHORS Rtle: Drown 8y: �� i�" FOUR U TRACK DOOR DETAILS SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant Windows&Doors Q:: 0-6ption: Date: WPRESMOKaER- No.58705 4-TRACK DOOR DETAILS 5/22/19 sno r.loun nr..1,ela..n,n iiou = T.I:]05.60].6500 I i..:ie5.i92.iief Revision: Rev.By; Rev.Date: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE SO, TE \ ORIGINAL ISSUE N.VENICE,FL 34275 �`�'•.,p50RIOP �� (941)480-1600 S •.....� _`�j�� Senes/Modal.• Seole: Sheet: Drawfn Na. R0r Cd�vRIGM C 2019 �// ,' 9 ml RINo�5� / NAL lil1E 11 SGD-150 LMI N.T.S. 20 OF 28 SGD15OLMI-NOA 0 CERT.OFAUTH.#29296 A.LYNN MILLER,P.E. P.E.058705 TYPICAL ANCHORS SEE ELEV. FOR PANEL WIDTH SPACING 1/2"MAK' Cit E6 LOAD BEARING SHIM M15A 1 D.L.O. 1 �' ---------- Qx0nrltrrte VMW c'a$ OAAm plu Na f -oLo3•a3 �-2 l E�plrrtl®(late 9(7 1.7'Zb 1/2"MAX. 6+ 1C�" •��. eD 8 LOAD BEARING #10 X 1-1/4"SS PH SMS MYdar'tidrR CataMW ami 1 1 1 ® SHIM r 1 PER CUP rr fV 0 3 PER PANEL M14A M16A , 00 TYPICAL ANCHORS AT 18" FROM EACH END M2 SEE ELEV. — AND AT MIDSPAN 1/4" MAX. FOR SPACING #8 X 3/4"SS FH SMS LOAD BEARING 1 PER CUP SHIM METAL 23 Y 1/4'MAX. STRUCTURE 23 •°• L3 LOAD BEARING METAL 8 SHIM STRUCTURE t TYPICAL ANCHORS �7 4EXTERIOR SEE ELEV SPA6EXTERIOR _ _ _ FOR SPACING TYPICAL ANCHORS SEE ELEV. DOOR FRAME WIDTH FOR SPACING 1X8 OR LARGER WOOD BUCKSMAX.LOAD BEARING L.'• •• r; 0SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING DOOR FRAME WIDTH w 0 t � EXTERIOR EXTERIOR DOOR FRAME WIDTH N 11111111(( W SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant : ��,• '��cENSF �!(� Windows&Doors Q�• Description: D.I. WERE S1ROX6ER- ••.� Na.58705 4-TRACK DOOR DETAILSarao r.loom ay. .n.v.e,ra aaou — r FOUR (4) TRACK DOOR DETAILS 5/22/19 m:aoa.eaa.aaoe r..:aoasaa ou _ 2K8 OR LARGER WOOD BUCK PREPARED BY LYNN MILLER OR Revision: Re,By. Re,Data: 1070 TECHNOLOGY DRIVE q TATE F WOOD STRUCTURE ORIGINAL ISSUE N.VENICE,FL 34275 �O'n 'c<ORIDP•.•'•• �� (941)480-1600cOMGW Wig ii�CCs..,• ..... �G\ Sedes/Nodel: I Scale: Sheef: Drawing No, Rev: CGI WIPNDDOWS6000RS .`,S/ANAL SGD-150LMI N.T.S. 21 OF 28 SGD150LMI-NOA 0 AM MI SRESERVED 1111111 CERT.OFAUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 #10-16 X 1/2" HH SELF DRIWNG SCREWS i AT 6" FROM ENDS & 12"O.C. _ O 90' CORNER ©135- CORNER 0 II II #10-24 X 1/2" X10 HR X 1/2" FH THREAD CUTTING SCREWS !!I FH THREAD CUTTING SCREWS 1 0 o I!I! AT 6" FROM ENDS& 12"O.C. AT 6"FROM ENDS & 12"O.C. I�I� w E32 0 2 0 v 1 Q�E O� E3 00 EXTERIOR EXTERIOR D.L. OPG. PANEL WIDTH PANEL WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH X10-16 X 1/2" DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY HH SELF DRILUNG SCREWS AT 6"FROM ENDS & 12"O.C. 1 3/4" 3 5/8" 3 5/8" 0 (4)ANCHORS ,�>t• ,y�H 4 y Oy` (4)ANCHORS �aampn�S 6 Fbrltis Iwlding Code 6" 'I 6 —'^•I 6 ...�6" 8" Esplmlec mle 4 a6o3•"3 (6)ANCHORS (6)ANCHORS �e- -T— CtrYd �B 3 r I6 3 N- -j I 3"�F• I 3 8. 3 (8)ANCHORS A• (8) ANCHORS \\1111111/// IItle: Omnn By: �6 3 �6 3 8" 6" 3' 6 3" 8" �Im act Resistant ��` �1'.......'.!1'// SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK P �10ENSF •.�( TWO (2)TRACK THREE(31 TRACK FOUR (4)TRACK TWO (2)TRACK THREE(3) TRACK FOUR (4)TRACK Windows&Doors Deamiption: Dot.: WeREsmumau1- NO.58705 -1fi '• •: lY' CORNER DETAILS 5/22/19 ano v.mae en..1,x1.1...,n aaole — 1.1:saa.eea.ssco 1 r..:aoa.eoa.ces: _ Revision: Rev.By• Rev.Date: PREPARED BY LYNN MILLER — C •�3 I 1070 TECHNOLOGY DRIVE �O•'. T E 0 •.� ORIGINAL ISSUE N.VENICE,FL 34275 %%T�•'•.'o(ORIDP.•'• (941)480.1600 Sl ......• ,_\G Sanea/Modal: Srnle: Sheet: Draning Na. Rar. cO"111. .2M ICGI S/O SGD-150 LMI N.T.S. 22 OF 28 SGD15OLMI-NOA 0 ALL RIONTSR&DODRS NAL1\\\�� CERT.OF AUTH.#29296 A.LYNNMILLER,P.E. P.E.#58705 TYPICAL ANCHORS TYPE A, 8 OR C M AT 6"FROM ENDS AND 9"O.C. INTO WOOD/CONC./METAL - 1-1/8" MIN. 6"O.C. INTO BLOCK ONLY 1-1/2"MIN. WOOD EMBED TYPICAL PAD PILE INSTALLATION LOCATION SEALANT EDGE DIST. 1-1/4"MIN. BLOCK EMBED 1-3/4"MIN. CONC. EMBED 1/8" MIN. METAL THICKNESS EXTERIOR MOUNTED C. . 2 POCKETED JAMB 1 I WOOD METAL J EXTERIOR ® o d TYPICAL AT PANEL 4 CORNERS POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ DOOR FRAME WIDTH 2 NOM. PANEL WIDTH 2 O O O O O � t!itODUC C YEH�FBY ' r—pblag With the Fkd& OO Op O O O O Oqe —6ld3•o3 hIIcmv arar Co.�tut. z z - EXTERIOR \\\11111111tY/ Title: Drown W. `\ SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant \��•'�IGENSF'✓//l�� Windows&Doors Description: at.: WEREsmDe9m^ No.58705 5/22119 DETAILS un aoc.cea..seo I F..:aoe.se&asa2 _— PREPARED BY LYNN MILLER�"D .Z.3 Revlsfon: Fay.By: Rev.Data: ( CU, 1070 TECHNOLOGY DRIVE Q ••. SATE F I ,�C(7` ORIGINAL ISSUE N.VENICE,FL 34275 (941)480-1600 %��'•., SSS •........ NG\. Sen�o0el: Scala: Shoot. Droving No. Rev. WMIGNTo 2010 v/ ()NAL E \\\ CGIWINDOWS&DOORS ��11111111\\\\ SGD-150LMI N.T.S. 23 OF 28 SGD150LMI-NOA 0 A RIGI SRESERVD CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS E1 CGI-183 FRAME SILL 2 TRACK 6063–T6 CGI EXTRUDER – M2 CGI-171C FIXED PANEL CUP(2-1/2"LONG) 6063–T5 – 3 6 FIXED PANEL E2 CGI-151 FRAME JAMB 2 TRACK 6063–T6 CGI EXTRUDER – M3 CGI-173 FIXED PANEL SHIM NYLON – 2 PER FIXED PANEL E3 CGI-186 FRAME HEAD 2 TRACK 6063–T6 CGI EXTRUDER – MID CGI-176 FRAME HEAD ANTIUFT&PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. E4 CGI-153 EXTERIOR INTERLOCK 6063–T6 CGI EXTRUDER – M11 - W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. – E5 CGI-154 INTERIOR INTERLOCK 6063–T6 CGI EXTRUDER – M12 – BOTTOM RAIL STIFFENER, 1"LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL E6 CGI-155 MAIN STILE 6063–T6 CGI EXTRUDER – M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL E7 CGI-156 TOP&BOTTOM HORIZ 6063–T6 CGI EXTRUDER – M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL E8 CGI-157 SILL RISER 6063–T6 CGI EXTRUDER – M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063–T6 CGI EXTRUDER – M14A PSOI-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A E9 CGI-155 INTERIOR TRACK ASTRAGAL 6063–T6 CCI EXTRUDER – MIS SGD-507 KEEPER ZINC SULLIVAN INST.W/2 J10X3/4"PH E10 CGI-159 INTERLOCK REINFORCING(LENGTH = FRAME HT. –87 6063–TG CGI EXTRUDER – M15A SGD-507N KEEPER ZINC INTERLOCKS INST.W/2#10X3/4"PH Ell CGI-182 FRAME SILL 3 TRACK 6063–T6 CGI EXTRUOER – M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST.W/2 810X3/4"FH E12 CGI-161 FRAME JAMB 3 TRACK 6063–T6 CGI EXTRUDER – M16A PS01-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.W/2#1 OX3/4"FH E13 CGI-185 FRAME HEAD 3 TRACK 6063–T6 CGI EXTRUDER – M17 SGD-5500 HANDLE SET ZINC SULLNAN/INTERLOCKS E14 CGI-168 OUTER TRACK ASTRAGAL 6063–T6 CGI EXTRUDER – MIS SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN – E15 CGI-170 POCKET HOOK 6063–T6 CGI EXTRUDER – M19 SCS2000 SILPRUF SEALANT SILICONE GE – E16 CGI-121 7/16"GLASS GLAZING BEAD 6063–T5 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 CGL EXTRUDER – M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAS OR EQUN. E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063–T6 CGI EXTRUDER – M23 HD-12-10042 .350"REACH POCKET SEAL – AMESBURY – E20 CGI-155A MAIN STILE (OPTIONAL) 6063–T6 CGI EXTRUDER I – S2 – 810 X 1 1/4"LG. PHL PH.SMS. ST/ST.ASY.SCREW – – 2 OR 3 PER CORNER E21 CGI-1561 TOP&BOTTOM HORIZ (OPTIONAL) 6063–T6 CGI EXTRUDER – E22 CGI-158A ASTRAGAL (OPTIONAL) 6063–T6 CGI EXTRUDER – E23 CGI-168A OUTER–TRACK ASTRAGAL(OPnONAL) 6063–T6 CGI EXTRUDER – SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063–T6 CGI EXTRUDER TWO POINT LOCK BY 'SULLIVAN' E25 CGI-184 2.3&4 TRACK FRAME SILL SCREW COVER 6063–T6 CGI EXTRUDER – MAIN STILE AT 40" FROM BOTTOM OR 'INTERLOCK' LOCATED AT OM E26 CGI-187 2,3&4 TRACK FRAME HEAD SCREW COVER 6063–T5 CGI EXTRUDER – SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) E27 CCI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063–T5 CGI EXTRUDER – ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) E28 CGI-1028 FRAME HEAD 4 TRACK 6063–T6 CGI EXTRUDER – ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) E29 CGI-1029 FRAME SILL 4 TRACK 6063–T6 CGI EXTRUDER – ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) E30 CGI-1030 FRAME JAMB 4 TRACK 6063–T6 CGI EXTRUDER – E31 CGI-1057 FEMALE CORNER ADAPTOR (90') 6063–T6 CGI EXTRUDER – DOUBLE LOCKS: READ. AT 90• AND 135• CORNER PANELS ONLY E32 CGI-1056 FEMALE CORNER ADAPTOR(135•) 6063–T6 CGI EXTRUDER – TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM E33 CGI-1059 MALE CORNER ADAPTOR 6063–T6 CGI EXTRUDER – BOTTOM M1 CGI-382V GLAZING BULB VINYL(OUROMETER 75-80 SHORE A) PVC – – SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) SECURED WITH (2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED PRODUCCREVISM CONNECTING BAR (PART #HD-3310142) a6—PFjtOdw"t\e Fhd& ZINC HANDLE SET hVWI-9 Code SECURED WITH (2) 6-32 X 1-1/2" OH MS Aa.ptnncc No 663.03�]N]W1u Date � STEEL KEEPER (PART #HD-3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS BMtraWRrdv L Cuftd 1111111111/,� Rtle: Drown By: SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ��• 1,ICEN p� •7CC Windows&Doors Description: Dote: WERESTRONGFR- NO.58705 5122119 area r.tBa]]t.].1,xLLa,n 99me = BILL OF MATERIALS T. ]86.6B1.88BD I r].:9 A.....1 — PREPARED BY LYNN MILLER _"t7 Q' Revision: Rev.By. Rev.Oct. 1070 TECHNOLOGY DRIVE i�T E O �W NIC ,FL ORIGINAL ISSUE (g41N.�480-8760034275 ••'F(pRIDP•'.�\/��\ Series/Model: Scala: Sheat: D—I",No. JRev. COPYRIGRTD M19 ��V V/O ••• \v�\ SGD-150 LMI N.T.S. 24 OF 28 SGD150LMI-MOA 0 ALLRIGHT RESE11�RD '��,tINALj11111 CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.E.#58705 e 4.735 5.921 1.340 1.340 �-• .675 120 .070 .070 � �� .860 .847 1,250 •847 1.250 •995 050 975 .995 �O55F 3.255 3.255 I��U��JIILo,,7,- 4.250 4.250 E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) I I 0 GLAZING BEAD GLAZING BEAD LD .070 III nnn nnn LAM.GLASS INSUL LAM.GLASS .995 .075 .075 1.508 -(1.186 .070 2.600 �- 070 2.600 Q TOP/BOTTOM HORIZ I TOP/BOTTOM HORIZ (OPTIONAL) •725 .065 .664 7-1 060 3.000 .640 •753 3.000 1.831 1.501 .070 •995 .070 4.735 LL5. ( 125 .00 Et FRAME SILL (2 TRACK) � FRAME SILL (3 TRACK) 1.490 1,415 M2 FIX. PANEL CLIP 3000 1.490 1,415 120 3.750 3.750 2.005 EXTERIOR INTERLOCK (OPTIONAL) 2.005 2.755 .070 .155 .125 E6 1.366 Q MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) 2.755 .070 95IF 3 -95 .265 .125 3.000 7.610 1.870 .095 995 I(s .095 3.510 O 3.572 SILL RISER (OPTIONAL) 1.870 1.870IL .070 ,0601.415 1.610 1.770 ,060 1.415 7.600 1.770 3.188 3.572 2.005 1,255 t-2.005 .070 •070 2.005 1.625 2.005 _ Es INTERIOR INTERLOCK .582 1 1.255 INTERIOR INTERLOCK (OPTIONAL) Ela OUTER TRACK ASTRAGAL STILE Q INTERIOR TRACK ASTRAGAL STILE �y,995 1.186 2.120-4 ® 2.005 �1.825�{ (9 INTERIOR TRACK ASTRAGAL II •125 1501 060 1,831 POCKET HOOK (OPTIONAL) wpwranow With the Fk"& W d&g Cede 3.750 .125 1.310 .A-001Heo N- 1 g-0-63•-3 1® .156 r 1 �,e'yv .155 INTERLOCK REINFORCING 3.000 ti ��` I•�`�"'� Ea EXTERIOR INTERLOCK dmt CoeMo1 .070 s7z j77u1ttrr 3.510 .625 r,#e: Drarn ar• \�.� CNV LYNN 741 SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ��,••4tcENs /Ljje 1.600 1.870 www EsOrWs&Doors ',lt� 1.920 2.591 Descnp0on: Dote:' _ No.58705 2.670 3.341 mor.lo�ro cv..l,nia.a,nsame = *[•� .062 EXTRUSIONS 5/22/19 teh�oe.seo.csca I v..:aas.sea.eat - PREPARED BY LYNN MILLER �3 2.005 Revision: Rev.8Y: Rev.Dote: 1070 TECHNOLOGY DRIVE ` •:��/ ORIGINAL ISSUEO SATE OF N.VENICE,FL 34275 % T'•, (941)480-1600 %� ''•:o�OR1D?.•'' \_� E23 ® 1�625 '625 rSGD-ml5O R- CDPYRiWc 2019 /ANALRS SILL COVER(OPTIONAL) ALLRIGKSRESET DOUTER TRACK ASTRAGAL (OPTIONAL) Ea.7 SILL RISER (OPTIONAL) LMI N.T.S. 25 DF 28 SGD150lM1-NOA 0 CERT.OF AUTH.#29296 A LYNN MILLER,P.E. P.E.#58705 1.886 Irl 1.375 510 .125 k 2.270 60 .128 1.88 .128 .260 I� JV .190 1.650 �I I�,640 .1 3.528 1.886 :.125 1.485 4.765 .065 2 FRAME HEAD COVER 774 ,1930 .080 1.621 �q4640 2.412 I1.520 .344 1.886 J 1.347 I 2.581 I k-.625 FRAME SILL COVER E31 FEMALE CORNER ADAPTOR (90') E32 FEMALE CORNER ADAPTOR (135') R3 MALE CORNER ADAPTOR O FRAME JAMB (2 TRACK) 243�{ 1.375 I 1.791 060 1.620 © FRAME JAMB COVER 5.951 .080 1.620 �T 1.725 b 065 .125 .545 1.090 1.620 065 .625 I .664- F� FRAME JAMB (3 TRACK) M2 FIXED PANEL CLIP '1'3tODUc r aEvu" Is C"�P g-uh the Fkhh g Aoteptnnce No I -0603.03 EaPtfrtlm Date I 1 .� RhwY14a4 tCorital 11111 nee, Drawn By. NYLYNN SENTINEL 150 ALUM SLIDING GLASS DOOR(L.M.I.) AGK ®Impact Resistant ��.•• Windows&Doors ��.•' �1cENSF !� Description: Date: WBRESTRONOEA" 32e0 r. sl.i 104th 22K1.1-,n 33o1. _ No.58705 EXTRUSIONS 5/22/19 T.I:a0ssaa.eseo 1 r..:805.e93.e6e2 Revision: . : PREPARED BY LYNN MILLER RevByRev.Date: 1070 TECHNOLOGY DRNE z ORIGINAL ISSUE N.VENICE,FL 34275 �� AT 1 •C(y�` (941)480-1600 �i�(C�-'•.'c<ORIDP.•'• \�� Sones/Model: 5001e: Sheet: Drawing No. Rev, COPYR*G 02010 DOORS SGD-150LMI N.T.S. 26 OF 28 SGD16OLMI-NOA D ALIRIGHTTSRESEEDONAL1� CERT.OF AUTH.#29296 A.LYNN MILLER,d.1. P.E.#58705 7 v. 0 7.750 / .080 52 .925 .857 1,250 OFRAME HEAD (4 TRACK) .080 2.600 .753 7.730W E29 FRAME SILL (4 TRACK) FRAME TOP CORNER �{ 1.375 4 TRACK SHOWN 1.620 1.620 7.750 S2 1.620 / .080 / .095 1.620 r ODUCrRREEf t�YFlorUb If-,dh,uanlR Cute ! �OG03.03 Amue No S�. -.-�A.-• �•I F—.625 �eldP t CaakaE FRAME JAMB (4 TRACK) 11111111„ litfa; Drawn 13y: �. NY LYN ",/" �. N�i � ; SENTINEL 150 ALUM SLIDING GLASS DOOR L.M.I.) AGK ®Impact Resistant ;� ��. A ( Windows&Doors �..' �1cENSF•.l�c� D-6ph'on: Date: WEIMSTRONGER^ Q, •.P No.58705 INSTALLATION DETAILS,EXTRUSIONS 5/22/19 H mo tIst..a,xia..M,n uou = .! 1.I:oos.seMa.�eeo I F•.:aos sea.eee: - JY/` Revision: Rev.By: Rev Dte: PREPARED BY LYNN MILLER Q a ?J ITE 1070TECHNOLOGYDRIVEORIGINAL ISSUE N.VENICE,FL 34275 ��•. F !(7\ (947)490-1600 i�s '•F�ORIDP.•'•GA FRAME BOTTOM CORNER Sene model: Smfo: Sheat: Orcwlay No. Rer. corrR�GRro tote ��ml Noo &� �S/ONAL • •• �N �� 4 TRACK SHOWN SGD-150 LM( N.T.S. 27 OF 28 SGD150LMI-NOA D A RIGNTSRESE1111111 O /,, 111 CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 S2 S2 �, 52 1"T, FRAME TOP CORNER FRAME TOP CORNER 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER S2 MITERED BEAD CORNER(TYPICAL) O 52 52 / PRODUC C REVrS" �eamPtllug lvtt6 the r+railSS / J�r fading Codd Awaptaaee No -0003.03 / /' /- lEBp4ntrpR Aaleg/T i�_2p `' rCo15ka1 PANEL TOP/BOTTOM CORNER FRAME BOTTOEA M CORNER SQUARE BD CORNER (OPTIONAL) 2 TRACK SHOWN, `lull 111/�f Rtle: Drawn By: SENTINEL 150 ALUM SLIDING GLASS DOOR(L,M.I.) AGK ®Impact Resistant Windows&Doors Description: Date. WERE STRONGER- No.58705 ITBO Br.I O.Ih Bt:eal,blal.ah,it b951B_ INSTALLATION DETAILS 5122119 T.I:BBB.sBb.eSeo I Ba.:boB.SBb.BSBB__ /�J PREPARED BY LYNN MILLER ••V` q) II K ReWeion: Rev.Sr. Rev.Date: 7070 TECHNOLOGY DRIVE Q ATE F� •'•(7y�: FRAME BOTTOM CORNER 3 TRACK SHOWN ORIGINAL ISSUE N.VENICE,FL 34275F(ORIOP,.•'G�� (941)480-1600 .,,•„ _\ Series Nodal: Sco/e: Sheaf: Draein No. Rev: CORYR*1410 Yore /� / 7 ALLRINDOWSESEMERD �ll�Al.11lll\ SGD-150 LMI N.T.S. 28 of 28 SGD15OLMI-NOA 0 CERT.OF AUTH.#29296 A.LYNN MILLER,P.E. P.E.#58705 �t L Z M IAM I•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www,miamidade.gov/economy. CGI Windows and Doors,Inc. 10100 NW 25m Street 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 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 itis 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 DOCUMENT: Diawing 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 MIAMI DADS CO� Expiration Date: September 22,2020 Approval Date: December 21,2017 j ��' copy Page 1 y 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.10-0510.11) 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® and Super Spacer(P 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(M 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 Aar 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. ATL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) Manue P ez, .E. Product Control ga finer NOA No.1 -1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-1 i' CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC-51h Edition (2014), dated 09/08/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTUTCATIONS 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. 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 Interiayers"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.10-05X0.11) 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. k4m2,A Manue er P.E. Product Cont of m . 17-10iner NOA N 18.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-2 r 1 , f CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED 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 6th 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 Saflex 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 511 Edition(2014),with FBC 61 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"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• f• r, FLANGE WIDTH BUCK WIDTH BUCK WIDTH c 47 7/16" 47 7/18' 47 7/16' o D.L.O. (FIX. LITE) FALSE MUNTINS D.LO. (FIX. LRE) FALSE MUNTINS FFD.LO. (FIX. LITE) Z 20 9/16"** (SURFACE APPLIED) 20 9/18' (SURFACE APPLIED) F20 9/16• 0 I•' q Ibpi 6"MAX. MAX. OPT5 1/2•MAX. MAX. #* OPTIONAL 5 1/2"MAX. MAX. ** N HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL f n al CORNERS 4 CORNERS 81 CORNERS S o.�. $ O N II I II II II II I IL C�y O R 8 E: 0'at G o D2 ,n "/ n � rc J B II I I o c� J g B II I I o� J 7 II I I o f �.y Z 0 ? 2 n _ = 4 li i. s ii ii r2 c B ° n W N l' _ �' {pytf Jp n� nY ny � m�n ato �n p C IIII IIIIII =�o anO �oo ---C-7 1IIII1 yi iIIIi • ¢ ¢ FLO C2 TiuIIiII iiIIIIiIII _____ J0 JIt II C NmIt, , II I I 4 n a 6 1 a 7 n a 33 3 47 7/16•' m z z 47 7/16' m FALSE MUNTINS 47 7/16° m ¢ z to D.L.O. VE O. NT) D.L.O. (VENT) (SURFACE APPLIED) V OPTIONAL D.L.O. (VENT) \ U p O2 N o 50 1/4• 50 1/4" w 50 1/4• n to I- N VENT WIDTH VENT WIDTH VENT WIDTH w 3:N M n FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME c z SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW �� o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONo a J w U m I_I CHARTS SHOWN ON SHEET 2. O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS G OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI-DADE COUNTY $ „ APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS *�C o r IN BETWEEN. CENTER ANCHOR REQUIRED WHEN E LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL SPACING EXCEEDS 20 9/16" y g WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �r REQUIREMENTS OF THE 2014(5TH EDITION)/2017 (6TH EDITION)FLORIDA _ LAMINATED GLASS BUILDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INSULATING LAM. GLASS 1BY OR 2BY WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE LARGE MISSILE IMPACT. To IG SMALL BU DOING STAR 1 NREQUATEIx TO TRANSFER APPLIED PRooucr LOADS SMALL MISSILE IMPACT d o << ANCHORS SHALL BE-CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS 111 III I 0 MMASSPECIFIED ATERIIAL SWILL BE ONDWALL DRESSING ORSTUCCO.EMBWMENT TO BASE `\� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. L.'t,1 ( � d�•P�\"OFASE "•�'��i S 1. ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT _ °•J N 70592 c ' COME INTO CONTACT WITH OTHER DISSIMILAR MA RIALS SHALL MEET THE PRODUCTRBVIS® REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE&ADOPTED STANDARDS. as mmplYing wlWt5o FE0Pffi $ THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 11,Id, Codc O Acapmnce No -Ol8 B Al'E OF �/�j�7- drOwin no. FORA SITE SPECIFICRECEIVING PROJECT.HIS Le. LIFE SAFETY AU THIS PRODUCT,ADEQUACY Expira ?A21) '�;� OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR � �c WATER INFILTRATION RESISTANCE ETC. s••„ORID�`.•' \`� W 10-03 CONDITIONS THIISCTO BE ANALYZED SEPARATELY, AND DBE REVIEIH BY NG OFFICIAL TavlYiamt ade Product 111111 1 ' sheet 1 of 9 EQUAL.I.ITES WINDOWS UNEQUAL UTES WINDOWS � DESIGN LOAD CAPACITY-PSF DS91CN]AAD CAPACITY-PSF FLINGS DILLS. BUCK DIMS. GLASS TYPES'A'k'Al'GLASS TYPES'B'k'Bl' FLANGE DIMS. BUCK DHSS. MAX-TOP LITE GLASS TYPES'A'&A.1'GLASS TYPES'B'VB1' O o WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 1Nr.(-) EXT.(+) INT.(-) WIDTHHEIGHT WIDTH HEIGHT 'A'DDI. EXT.(+) INT.(-) EXT.(+) INT.(-) 3 19-1/8• 18-1/8' 75.0 75.0 80.0 85.0 53-1/8• 76' 52-1/8' 75• 36-1/4' 75,0 75.0 80.0 85.0 Z b m 29-1/2' 25-1/2• 75.0 75.0 80.0 85.0 49' 79' 48' 78' 39-1/4' 75.0 75.0 80.0 85.0 3)' 26' 36' 25' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 70-5/8' 7S.0 75.0 80.0 8&0 49' 48' 75.0 75.0 80.0 85.0 31' 30' 63-5/8' 75.0 75.0 80.0 85.0 G O O�. U 53-1/8• 52-1/8• 75.0 75.0 80.0 85.0 33' BS 32' 84' 60• 75.0 75.D BO.D 85.0 19-1/11' 18-1/8' 75.0 75.0 80.0 65.0 37' 38' 53-1/2' 75.D 75.0 BD.o 85.0 o f� N 28-1/2• 25-1/2• 75.0 75.D 80.0 85.0 43' 42' 45 75.0 75.0 80.0 115.0 a'C 37' 38-3/9' 36' 37-3/B' 75.0 75.0 80.0 85.0 N n 49' 48' 75.0 75.0 80.0 85.0 0 F"F 0 0 53-1/8• 52-1/8• 75.0 75.0 80.0 85.0 WIDTH 0 0.p Q o 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 75.0 75.0 80.0 65.0 ♦�. 'A OJ N 37• 50-5/8' 36' 49-5/8' 75.0 75.0 80.0 85.0 1't lu 7 LL (ate 49' 48' 75.0 79.0 110.0 85.0 4'?p v 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 "'(O O E J 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 u a k 0 37' 63' 36• 82' 75.0 75.0 80.0 &5.0 J f,i 49' 48' 75.0 75.0 80.0 85.0 yj N 53-1/8' 52-1/8' 78.0 75.0 80.0 85.0 � u1 is-t/s' 'B-1/8' 75.0 75.0 80.0 as.0 26-1/2' 25-1/2' 75.1) 75.0 80.0 8.5.0 C N 37' 76• 36' 75' 75.D 75.0 00.0 55.0 ; 49' 48' 75.D 75.0 eo.o 85.0 UNEQUAL LITES (ORIEL TYPE) 3 0 M 53-1/8' 52-1/8• 75.0 75.0 80.0 a5.0 = OO 1- 19-1/8' 18-1/8' 75.0 75.0 110.0 85.0 to 0 K 26-1/z• 25-1/2' 75.0 7s.0 60.0 B5,0 .Q N 37• 85 36' 94_ 75.0 75.0 80.0 85.0 C )f'TYP. BUCK DIMS )4`TYP. O S LN o 46-1/2' 45-1/2' 75.0 75.0 80.0 85.0 o F N'co, cl O M m z •O n J WIDTH FLANGE FRAME vwi Zo _ FLANGE DIMS C.D p J ' F w U m.-� BUCK DIMS 0 EQUAL LEG FRAME m12 4 „gggS BUCK DIMS EQUAL L1TES d N ^ o g FIN FRAME I\\\1111111/7j/ BUCK DIMS �` ••VC'�`QE ® H � .7 92 o a PRODUCT REVISPl7 a NOTE: os rnmplying avilh tf>r FfDTida GLASS CAPACITIES ON THIS SHEET ARE Hu1,119r`t` 7FLANGEDAPTOR FRAME AcccptwlcoT40C OJE.G BASED ON ASTM E1300-09 (3 SEC. GUSTS) Pxpirutilnnate ZD A7EOF Qp. drawing no. AND FLORIDA BUILDING COMMISSION FLANGE DIMS Il : ORIDP.• eW10-03 DECLARATORY STATEMENT DCA05-DEC-219 tliwni aaeProduct ////®®d�9aL�� III ILL I\\I\ sheet 2 of 9 1/8"ANN. GLASS 1/8" HEAT STREN'D GLASS �u v 075" Interlayer 075"Interlayer Saflex CP With PET Core Saflex CP With PET Core o OR Eastman Chemical Co.' By'Eastman Chemical Co.' Z h J 090"Interlayer 090'Interlayer �_m Saflex Clear And Color Glass Saflex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' f W n a OR OR 090"Interlayer 090'Interlayer0 NoL� a 8 ent SentryGlas SryGlas N By'Kuraray America, Inc.' By'Kuromy America, Inc.' C OR OR y 090'Interlayer 090'Interlayer � Trosifol PVB Trosifol PVB ei _ By'Kuraroy America, Inc.' By'Kuromy America, Inc.' c O 1/8"ANN. GLASS 1/8'HEAT STREN'D GLASS Fn G y O vu�t SILICONE SILICONE ] M7 CE 1200 M1 GE 1200 U) o N cs ii DOW CORNING 899 i! DOW CORNING 899 ra DOW CORNING 995 I Fi DOW CORNING 995 J O 5 J Q�lm£ k' P4 E8 14 EB Ij I I f 0 a Iz o o N W W ' AT 1/4 POINTS ON UTES ," AT 1/4 POINTS ON LLTES g 1 W N4 WIDER THAN 36" 14 M4 WIDER THAN 36' C m d � GLASS TYPE W. GLASS TYPE 'B' 0 0 5/16'OVERALL LAM.GLASS 5/16"OVERALL LAM.CLASS °o� (]W LL 1/8"ANN.GLASS 1/8"HEAT STREWD GLASS C 075"Interlayer 075'Interlayer I=—n a Saflex CP With PET Core Saflex CP With PET Core rn N BY'Eastman Chemical Co.' BByR-'Eastman Chemical Co.' z. 3 M 03 .090' Interlayer 090'Interlayer C Z Saflex Clear And Color Glass Saflex Clear And Color Glass rn O BR'Eastman Chemical Co.' BByR'Eastman Chemical Co.' o— 1/4'NR SPACE 090' Interlayer 1/4'AIR SPACE 090'Interlayer w V SentryGlas SentryGlas rn 1/15'ANN. GLASS BByR'Kuramy America, Inc.' BR' Kuramy America, Inc.' 0 090"Interloyer 1/8"HEAT STREN'D GLASS 090"Interlayer Trosifol F'VB Trosifol PVB ! By 'Kumray America, Inc.' By 'Kuraray America, Inc.' � o ° 1 a 1/8'ANN. GLASS 1/8"HEAT STREWD GLASS z o SILICONE SILICONE 5, ZGE 1200 GE 1200 DOW CORNING 899 DOW CORNNG 699 r M7 1 DOW CORNING 995 iv M7 i 1 II DOW CORNING 995o a n PR0D(JCT R6VLSED v 6 I it I� i�i as complYittgwlth Lhsl� o °6 g XL EDGE SPACER ! XL EDGE SPACER 130ding Codo Ij II ST. STEEL BY'CARDINAL' ii �� ST. STEEL BY'CARDINAL' AcceptavW ilia t7� A � o$�o 8 OR OR Expimtian DW0 e a m DDURASEAL BY'OUANEX' G DURRASEAL BY'OUANIX' ROR By ``t\11\11111111/ry/ o W E9 SUPER SPACER BY'OUANIX' W E9 SUPER SPACER BY'GUANEIC Mi a ade Product �S�` �] •��9�� p., �gi;:VGENSF o M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES _ 5 CL 92 GLASS TYPE 'Al' GLASS TYPE 'Bl' 0.70"OVERALL INSUL LAM.GLASS (L.M.I ONLY) 0.70"OVERALL INSUL LAM.GLASS �= 0 ®'•, TE OF r�� drawing no. ORION.-` W10-03 1N ORDER TO QUALJFY FOR EXTERIOR PLY OF GLASS TYPE SMALL Mh !81'LE IMPACT MUST BE�nTEMPERED. 'ry,,04AL\��\\` 11f111111 sheet 3 of 9 TYPICAL ANCHORS SEE ELEV. FLANGE & FLANGE ADAPTOR FRAME �y.V o 1BY FOR SPACING METAL _ WOOD BUCK e �•e'a' a,:,••�`d' Id.a m STRUCTURE S}mro K o n FIIIIfII MLLIOA_N_CH_O_R_S_iIIl IIji QtZE•Nm�.acmt %O Z< TYPICAL ANCHORS ______ __ __________ FSEE ELE. m 2 ____________x FOR SPACING MIAMI—DADE COUNTY APPROVED N kMUW SEE SEPATEUNOAN a Is DIST. aEGE DISI. EDGE DIST. ds' D Iµ�VUI 7c M2 K Q ii w TYPICAL ANCHORS TYPICSEEAL ANCHORS Q-a\—SEE Nmazo. O .•�77 FOR SPACING FOR SPACING usWOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. 2 3/� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. i oL TYPICAL ANCHORS: SEE ELEV. FOR SPACING \ e I SWEEP LOCK 2 3/8'MIN. 1/4" DIA. TAPCON BY 'OV' (Fu=125 KSI,Fy-10D KSI) C7 n 1 ERESS LOCK TO ,1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 KSI) v '^ AT SILL `,\ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o ` 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 0F O ` THRU 1BY BUCKS INTO CONC. OR BLOCKS pO IW B 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ulul Ea n 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) - 0 WHEN USED THE MIN. WOOD BUCK o O m cV o 14 tgyl 'i DEPTH SHALL BE 2%". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS y N n W ! DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) w o rt 1 o PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Z 0 z LL W i '!i� #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) 3 0 i i li INTO MIAMI-DADE COUNTY APPROVED MULLIONS o a W OR w U��W INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE O o ' ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o Iii 1 STEEL;- 1/8" THK. MIN. (Fy = 36 KSI MIN.) ol g " (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o iZ 12z ii A TYPICAL_EDGE DISTANCE Ri n t INTO CONCRETE AND MASONRY = 2" MIN. S4 2T INTO WOOD STRUCTURE = 1" MIN. 1 ; INTO METAL STRUCTURE - 3/4" MIN. El C14)— i WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. o o 0 M9 CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. o x C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. v o. m O 2 14 PRODUCT REVISED 0 ``�j1111111///j�' C as complying with II+R Flradda \ A� d Duildia3 Co& � ��..... i� o •� 4°' Acccptanto l+lot -/Ot8•o8 `� ';••VCENaF'••• �� a Ezpimfi-Dote _ I By = o. 592 1.8ie:tu odeIf'ro6uct v P •EDGE e DI56�' o" .•o rn .,.a j 8 TYPICAL ANCHORS II' ° SEE ELEV. ,• ATE OF •�(/� dfOWing no. > TYPICAL ANCHORS FOR SPACING W10-03 SEE ELEV. WOOD BUCK FOR SPACING /T111I111111 sheet 4 of 9 1/4•MAX. BUCK WIDTH 1/4•MAX. FLANGE & FLANGE ADAPTOR FRAME y.V o SHIM SHIMS c 3 TYPICAL ANCHORS O t ' TYPICAL ANCHORSEVO k q SEE ELEV. 1 S8 S5 SEE EL . FOR SPACING FOR SPACING Z a ' Ms o.> FLANGE ADAPTOR FRAME p�o o�o ou METAL0, zoo o� STRUCTURE Ei 1 1/4' V O M : •�� AO 1BY LLz`D= EXTERIOR ' r WOOD BUCKS p 1 p E7 L O a W 0�L D.L. OPG. I I' O P4 Q U N 1/4-MAX. BUCK WIDTH 1/4•MAX. W U n SHIMS SHIMS k III _ TYPICAL ANCHORS O TYPICAL ANCHORS w i 3 n SEE ELEV. �- SEE ELEV. j O FOR SPACING <a FOR SPACING i ci 0 .e IM I � 1 1/4•' 1 © 3 N M �. 0 M n WOOD SU Z V+�, n R C Z tJi WOOD STRUCTUR 1BY W U O m WOOD BUCKS 10 g U .a � O c8. MIAMI-DADE COUNTY o$N APPROVED MULLION m N 12 & MULLION ANCHORS 1/2•TYP. c IS SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH m INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND -_ — FLANGE ADAPTOR FRAMES. a. PRODUCE REYLSPD II II .3o� m I I az Wo,plying witDtfio EECt9de c m + _ .A<ccpt�unce No I�l0�8 OS I I ?xpirntion Da[c �� J ...�.. '�i � •� I I :� ':'UGENSF•'• o 1 I = __ ______ :•ami ade Product. R1o.7 2 S $ ��•' ATE OF .Qy�' drawing 9 no. g14 x 1•FH.SMS. %`�s .toRiDP.•�cye�� W10-03 NA9• EE ANCHORS METAL :'.�:• +d o.•d °' Q a,•Qa�a'.•a.•.,..a.;.�\d ' I 4"FDGEe..•D. a =m STRUCTURE vmg3� � •- a� y II ErIi QUAL LEG FRAME BYFOR SPACING WOOD BU1CK ____________________71PICAL ANCHORS -------------------- IST. MWAI-DADE COUNTY APPROVED .;d a, ° aMULLION& MUON ANCHORS ay�y -2�•'mnFj /i EDGE EDGE SEE SEPARATE NDA � AFR ELEV. GE DIS. EDGE DIST. , p.V Nno3a Al M3 _ — Et Ij \ TYPICAL ANCHORS TYPICAL ANCHORS 0'C M o M2 SEE ELEV. SEE ELEV. 0 tL C7 G S FOR SPACING FOR SPACING O qT R it TYPICAL J !iij Mg ANCHORS MIAMI-DADS COU SEE ELEV O M ON FOR SPANG & MULLION AANCHORS 1 MAX. SEE SEPARATE K SHIMS BUCK WIDTH BUCK WIDTH BUWIDTH QLL W=w o2 k NwJ d O Fr---i . SWEEP LOCK 1 1/4 I I g I 1 OPTIONAL TO EGRESS LOCK - _ AT SILL _ _. y W IE II C E4 n L _J - m . W ! ! #14%1" FH. SMS. E+ I 1 m •v >.'. E3 E8 d O }S Y CZJn W �I IIS Ln 3 O ri w (7 p Q J EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 0 it INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. o o t II o wY3 r � I I 2 3/8°MIN. S41 aa° mp 3€t i N H \ C a / ° _a I8 • TYPICAL ANCHORS I IFP 2 32 3 B°MIN. %I d SEE ELEV. 'P $$ $$ M9 - PItODUCf,RBVI�BD P FOR SPACING o m O 14 \� ild g C.d. with Dle Fk2ida C 1 2 Aceepma c.u1�Jo 1 -1018.08 ```1t\71111�11�g1�j/''' o Expiration I. Jfj ��" •.'•••..•:a9ep��i� i •� ______ - 14y. WHEN USED THE MIN. WOOD BUCK R1iwtti tear Product 0552 PIO. ay °. N DEPTH SHALL BE 2%". THE USE OF EDGE D( '• \ DEEPER OR BEVELED WOODBUCKS IS ��' d \_ TYPICAL•AN�HORS PERMITTED. STATE OF Q�� Browing no. i SEE ELEV. .!�toR1oP`.•��®�: �A� Z E 1gy I FOR SPACING '�i� s1 ` YY 1 Q-03 WOOD BUCK �� /®SAL . Yttt111tt1+11` sheet 6 of g f .r TYPICAL ANCHORS V ILLUSTRATIVE DTLS.ONLY FSEE OR SPA ING FIN FRAME �y. o EXr.OR INT.FINISHES Ell NOT BY CCI i A. \c3 uL 7No a HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING o. IG o NOT BY CGI 0 d�Oy Of8 SMS (GRADE 2 RS) IL N AZEt INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ° BACKSED 1-1/2° MIN. PENETRATION INTO WOOD 0 CAULKING cy no 0 M2 0"L< SS 00 a�=LL6 az 0 i M9 jt9ro J Qwm2 d 0 I I uj N SWEEP LOCK , CI 1 OPTIONAL TO u m EB EGRESS LOCK — '^ AT SILL WOOD � n NOT BY STRUCTURE 1/4' MAX. BUCK HEIGHT 1/4-MAX.CGItxn' O ES GAP GAP K E4 1/2'MIN. 1/2'MIN. 0 ON o O F=-cj j 1 I m d 0 M n l C' �a v = GIC1 W NG U tz m El Cit 54T 1 HOUSE WRAP EB NOT BY CGI ni o v j E3 EB EXTERIOR o`v o. $o m mg D.L OPG. o 2 I 14 ?RODUCTtiBV]SBU BACKBED ;ucomptyingwitittim Mildlls 11111111111] CAULKING A&epwn eNo( '( `\`1111 ��" �� i •� ,.... �.:pimtion Date ZO : �'VGENS�c''•_• $ HOUSE WRAP NOT 81'CCI )VIM,- da Ptod�[coCbnY�11 = No,7 1 1/2' z •�` a X v ATE OFdrawing no. E11 TYPICAL ANCHORS \ t i''' • '.!c[ORIDP•.��0��` W10-03 SEE ELEV.' / ®�AB.�`y� FOR SPACING //11111111\1 sheet 7 of 9 ITEM PART Y gUANTITY DESCRIPTION MATERIAL MANF./SUPPLMR/REMARKS E1 CGI-100 1 FRAME HEAD 6063-T6 - o E2 CGI-101 1 FRAME SILL 6063-T6 E3 CGI-102 2 FRAME JAMB 6063-T6 - Zo q 3 E4 CGI-103 1 MEETING RAIL 6053-T8 - �y`+ E5 CGI-104 1 LOCK RAIL 6063-T6 - EG CGI-105 1 HANDLE RUL 6063-TB - gtl N v E7 CGI-106 2 SASH RAIL 6063-T6 - 0 N x E8 CGI-107 AS READ. 5/16'GLAZING BEAD 6063-T5 - A. OGGOjjj w LL E9 CGI-108 AS REQD. 0.700'GLAZING BEAD 6063-T5 - 0 N F E70 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063-T6 - E11 CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - a a W E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - O E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - E14 OGI-137 1 FLANGE FRAME SILL 60631 6 - Q 4/ G ys E77 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 o - {L?O EMU - Mt CCI-362V AS REQD. GLAZING BULB VINYL(DUROMETER 75-8D SHORE A) PVC - 0 M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM,3'LONG AT ANCHOR LOCATIONS PVC - M4 - 2/LTTE SETTING BLOCKS EPDM DUROMETER 80*5 SHORE A vi M9 SUPER BOOST 2/WDW. SPIRAL BALANCE - - BSI OR EQUIV. fOj n M70 - 2/WOW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. c M11 W23201NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. 3 M12 CGI-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN at M13 CGI-131 2/WOW. HANDLE RAIL END CAPNYLON M&M = 0 M14 E26018WN - 'D BULB-T SLOT - PVC ULTRAFAB OR EQUIV. M15 CCI-133 4/WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M C(! M16 CGI-130 2/WOW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M a 0 S N o M17 A30730401-32 1/WOW. CAM LOCK ZINC TRUTH OR EQUIV. y N M18 CGI-132 2/WDW. SASH STOP, 2'LONG PVC PROTOTYPE OR EQUIV. M20 CGI-125 2/WOW. SASH CAM(B/T BALANCE) NYLON M&MF ) M21 - Z/WOW. B/7 BALANCE TAKE OUT CLIP - BSI OR EQUIV. rn ?i o n M22 146-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUIV rn o M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV, N S2 2 OR 3/CORNER # 10 X 1 1/4'LG. PHL PH.SMS. ST ST,ASSEMBLY SCREW S4 4 WDW. #8 X 1/2-PH.SMS.Sr ST BALANCE BRACKET SCREW - SS - 2/WDW. 8 X 1'LC. FH.SMS. ST ST.SPIRAL B.ASSEMBLY 56 - 2/LOCK It6 X 1/2'I.G. FH.SMS.O CGI-133 &CAM LOCK E: �ai osgs PRODUCT REVLU D I's Du diaBC wilh6ea MEAN ```��® ��„-//i,�'i o •o AecepL.ce iJa I7-lDI ♦ �..•' OEp i . c.%Pi.tion Dale N \ By .70592 Miami ade Pradoce ;@QCT_ g �v i w 4Pi:J� ATE OF •Eg/.� drawio %, oaio?.•��yy`�� W10-03 �777i/�®nl,�Pd\,%\\�� sheet 8 of g f 2.505 z.sos s2 �� o 065 F-L=-T s2 0 Z m 1.745 .811 � .811 1.550 1.680 085 1.245 .745 OBS ~g zN ti. .050 F1.395-1 1.015 1.015 F�1.395 I •® {V E12 FLANGE FRAME HEAD E7 FLUSH FRAME HEAD Ett NAIL FIN ADAPTER Q G N LL 1.583 1.583 1.007 r VVa K I I 0 OF G .pi o .745 065 065 � I LL. O LL G TIP' TYP. ,nO6P5 2.113 � 1.368 3.675 3.175 3.175 1.015 VENT TOP CORNER Q ZO 1.429 1.429 -1.220--1 \ LF 1.000 500 O n soo 2,505 E4 MEETING RAIL FRAME TOP CORNER v c 2.505 p c 1.2205 O Ela FLANGE FRAME SILL OO FLUSH FRAME SILL Ui W .500 [5r- 7.301 1.043 _ /g v1 ze 1.788 0 0 2 N o Obs �'N M n 065 TYP.TYP. ZE 3 ,n 2.440 2.440 1.015 I N O tL 0-n 1.015 1.015 O LOCK RAIL I U O 4 w FRAME BOTTOM CORNER w U.-� �. VENT BOTTOM CORNER O .745 � .745 -2.195 , 2.846 2.346 E73 FLANGE FRAME JAMB O FLUSH FRAME JAMB R 1.892 C .490 065 u g .120 1.043 T1. i d .70�5 .050 TYP. .7D�5 .050 Ty,. 1.015 I S2 y 0: I m p g o c ry Bsa �I .864 HAND RAIL S o S 4b 'itODUCT REVISED a m u m O 5/16" GLAZING BEAD O .700" GLAZING BEAD Buildiasyi�tihdisFl0clde ````It11111t1��/77' o ,lcceptanco Nod �I 19• `�� pa®„'veyq�_ i�� 1.449 1.395 Exoim;ion Date `� ��;••�r,�y '� 1.395 .745 I=--1.450 f_II A ` -.180 293 '180 Mi Dade product N .7 92 = v .050 .060rL 1.025 .065 1.015 .550 .050 �•ty,. •gJ•, O 065 1.413 ;1 .! ,.• ply ZQ TE OF �(y� drawing no. wi 0-03 u3 FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL E10 FLANGE ADAPTOR IfllI%% sheet 9 of 9