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HomeMy WebLinkAboutProduct Approval WINDOW/DOOR SCHEDULE APPROX IMPACT PROTECTION ID OPENING ** NO SIZE DESIGNATION TYPE IMPACT NEW REMARKS GLASS ExTSTTNG WXH SHUTTER SHUTTER 1 46'/z x 23'/4 CGI SERIES 130 FIXED X 17-0918.07 DP+80/-80 2 53 X 71 CGI SERIES 110 SH X 17-1018.08 DP+75/-75 3 74'/4 X 371/8 CGI SERIES 130 FIXED X 17-0918.07 DP+70/-70 4 37 X 72 CGI SERIES 110 SH X 17-1018.08 DP+75/-75 5 37 X 72 CGI SERIES 110 SH X 17-1018.08 DP+75/-75 6 52'/4 X 26 3/8 CGI SERIES 130 FIXED X 17-0918.07 DP+80/-80 7 50 X 50 3/8 CGI SERIES 110 SH X 17-1018.08 DP+75/-75 8 53 X 713/4 CGI SERIES 110 SH X 17-1018.08 DP+80/-85 9 26%X 38 1/8 CGI SERIES 110 SH X 17-1018.08 DP+75/-75 10 36'/4 X 71% CGI SERIES 110 SH X 17-1018.08 DP+75/-75 11 36%X 71'/4 CGI SERIES 110 SH X 17-1018.08 DP+75/-75 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 *Window Replacement using existing shutters to comply with impact protection will require the existing shutters to meet the requirements of the 2010 FBC/Residential R301.2.1.2 TOTAL GLAZED OPENING AREA FOR 8TRUCTURE: 8.F. PERCENTAGE OF NEW GLAZED AREA: (TOTAL INSTALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGS FOR STRUCTURE) NOTE:The replacement of more than 25 of the aggregate area of exterior glazing(windows&doors)in one&two family dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement(approved shutters or impact resistant glazing)as per 20 10 FBCI EXISTING BUILDING 606.4. ** TYPE WINDOWS _SH—SINGLE HUNG AWN—AWNING SL—SLIDING DR—DOUBLE HUNG CAS—CASEMENT FIX—FIXED NOTARANTONIO 10133 SPYGLASS LANE PORT SAINT LUCIE,FL Building height Zone 4 Area 15 20 25 30 35 40 45 50 55 60 10 pos 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg L41.1 43.8 45.9 47.5 49.2 50.6 52 53 54 55 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 . 44.7 45.6 46.5 47.3 neg 37.1 39.6 41.4 42.9 44.5 45.7 46.9 47.8 48.7 49.7 \100 pas 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 35.4 37.8 39.5 41 42.5 43.6 44.8 45.7 46.6 47.4 500 pas 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 40.5 39.7 41.3 42.1 Building height End zone 5 15 20 25 30 35 40 45 50 55 60 10 pas. 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 50.7 54.1 56.6 58.7 60.8 62.5 64.2 65.4 66.7 67.9 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 47.3 50.5 52.8 54.8 56.7 58.3 59.8 61 62.2 63.4 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 44.7 45.6 46.5 47.3 neg 42.8 45.6 47.7 49.5 51.2 52.7 54.1 55.1 56.2 57.3 100 pos 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 500 pos 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 39.7 40.5 41.3 42.1 Wind design Pressure Chart for structures subject to Florida Residential Code 170 mph exposure C Wall component and Cladding pressures from Table R302.2(2) modified by adjustment factors from R301.1(3). Converted to Vasd according to R302.1.2.1.1 NOTARANTONIO 10133 SPYGLASS LANE PORT SAINT LUCIE,FL MIAMI ACE MIAMI-DADE COUNTY 0 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 (NOA) www.miamidade.eov/eeonomv CGI Windows and Doors,Inc. 10100 NW 25' 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 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 130" Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, 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 No. 15-0413.03 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. NOA No. 17-0918.07 M1AMboAn'e COUNTY Expiration Date: September 22,2020 P P ( /� � t Approval Date: November 22,2017 f( f 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 No10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04110115, 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 interiayer, 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(t and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Press-are Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abra�,na, P.E. (Submitted under NOA No.10-0510.13) y / anuel PIWez P.E. Product Control Exa iner NOA No. 7- 18.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tb Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their "DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t° Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. (Submitted under NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Perez Product Control Exam r NOA No. 17-0 .07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, 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 6tn Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, 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 "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 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, of complying with FBC 5" Edition (2014), with FBC 6t' Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — M.I. approved on- 6/25/15 and expiring on 09/22/20. ti C Manuel Pere ,P.E. Product Control(E miner NOA No. 17-0918.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-3 49" 48" 49" U p FLANGE WIDTH BUCK WIDTH FLANGE WIDTH N D.L. oPc. D TYPICAL ELEVATIONS o D.L. OPG. < 0 .L OPG. p 6" MAX. 18" MAX. Ia. Z n HEAD/SILL A 3 SHORTER \ �U Al Cj lg' p O i o-�i CORNERS SIDES S gIR OGR m� ANCHOR SPACING SHOWN HEREIN APPLICABLE, Of SIOF H Q TO FLANGE AND FLUSH FRAMES. _ a a Q p SEE SHEET 1.1 FOR FIN FRAMES. Q' O p�, o op mCq OWN IL N it Ii IIL OI- In il h it II a mw I I I I I o I I V O L m II II II II II Q' K �O OD C u u C1 H 11 11 11 11 11 110 u u II II O IL — IL_____ _-- --- II _____ Is I___- ___r 11 -____11__-- 96' O o IL_rr____ sri_____ rr y 0 BUCK HEIGHT Qr, O 0 0 C3 If / 11 ii /, ii ii /. ii w n n it j� it ii j� it X D.L. OPG. J Z C E a I �+ d I I I a w N U' 10 Q, -1 rO ____JL__•�_11_____ �p 2 O _____IL__�_1L____ O ____JL__�_1L____ z� Q W 0 rL iw- w �r_____Tr____ �I w _ Ir____-ll-____ z o II II j p H 11 z W 11 If CG I 11 m u ° X ii ii Fy o II - II a wN II II a w✓� ,T_____,.I___ Zo _ —, �_ T-----T ___ z� -------� II II ON II II j� ON II II II II II m II J 11 if J II I II Il II If II II O II 11 Ili/ II II z i o _-IF---___-41-- --44------ itII o J II II JL/ II II O F- �! I� iI Ii II 11 m O W B 83 9 n II u n w C ¢ O =Np FALSE MUNTINS y N 18" MAX. 6" MAX. 18" MAX. 6" MAX. 17" MAX. a (SURFACE APPLIED) w p ro n OPTIONAL SHORTER HEAD/SILL SHORTER CORNERS STRAIGHT FLANGE & FLANGE ADAPTOR FRAME SIDES CORNERS SIDES DAYLITE OPENINGS: SIDES z 'O Z ^ EQUAL LEG FRAME N § o= D.L.O. HEIGHT = BUCK HEIGHT — 3.00" ti o SERIES 130 SENTINEL ALUMINUM FIXED WINDOW D.L.O. WIDTH = BUCK WIDTH - 3.00" 4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER pW—WIDTH v L) o CHARTS SHOWN ON SHEET 2. WINDOW 1 WIDTH 1 WINDOW 1 1 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS = r OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY = I = = = w w m m w m APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. Z Z .. w i w i w 30 J %� J %/ .J i/ O F N LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL � � -� z_ WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE L J L x x REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W�__WIDTH� LAM. GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ( 1 INSULATING LAM.GLAS+S+ iBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE z _ _ _ F LAR,UL', MISSILE IMPACT { DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE SMALL MISSILE IMPACT ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 3 i 3 ji 3 ii w AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE J L� 3 /% \�%j%Iilll�ln///7 c o o w LL o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 00 C �� ® b�iP/j nip ���QQi A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 3 ( `"-� 4 � � `�� ��:•• CENSF•'• '�i o •11 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. L J MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT .7 OS - 'o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED = = o a as complying with the Florida - _ 2 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, SHUTTERS ARE NOT REQUIRED. Building Code THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOA-No. 17-0918.07 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ® AYE OF �/4 drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Expiration Date 09 12020 - ���a ORTDa.•'• ®�� WATER INFILTRATION RESISTANCE ETC. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS �i'�e�. �� W� O-OZ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. By �A�1���� sheet 1 of 6 AND TO BE REVIEWED BY BUILDING OFFICIAL Miami Dade Product Con>tr 48" 48" 48" BUCK WIDTH BUCK WIDTH BUCK WIDTH D.L. OPG. TYPICAL ELEVATIONS M o D.L. OPG. D.L OPG. 0 CD 6" MAX. 16" MAX. w Z w HEAD/SILL 2 STRAIGHT a o O�"M,qk 75e " N CORNERS SIDES tO o S�RVfp CVR N N w N al pFS Sip Vfp x m Q y q f maz 00` 0 8 0 a � n Is U X n y W G it It it II a mw .I li iY FO <z ------ _ O ij y M II II II II io '� II II p> M II II II II II II a M 0 ' II II II II II II Ic z o II a II u u u paOo *+ C2 --=IIILII _-_/__ 1II1II iItI / IIIII IIIIII / IIIIII O --_- -__ L------ 96" r-----= ------ --_ti------rr--- BUCK WIDTH Q N NW Nz o n LL p D.L OPG. li O E .M. w ____JL__�_1L__-_ �p x O _---JL__ _11_____ m = O _____Il- o -•�-1L_--_ caw Q W 01 _-_-_ f II Y , ___-_II_----ii____ /Ss ^ O o II II j o II II o II II rn CG m m I I m cli -_ _11____-_0.--__ Ow _-_}1___---4____ ----Ir-----Tr--- -o --Ir-----Tr--- -o --Ir-----71---- u o u n v n u c m u n u c ====1r=-=--— o II II II II II It w a II II II II I I I I = O II II ��ji II q i o -II----- 11 I-- - II II II II II JL/_-_I II o O w B2 II II II w of � C Q =N o iD N FALSE MUNTINS 6" MAX. 16" MAX. 3 N m 16" MAX. 6" MAX. I 16" MAX. CORNERS STRAIGHT z 3 M (SURFACE APPLIED) f� � w O OPTIONAL STRAIGHT HEAD SILL STRAIGHT SIDES CORNERS SIDES SIDES o if U w p 4 , N U p_ � iL FIN FRAMES rii C.i U Ci U S S m 2 in fn c � n ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES o F S € $ 0 0 F i w i w NU U Q U Q o o n o a z z � z � c 0 O N O N O O UI N O n Y rtl st PRODUCT REVISED \,1cEuse as complying with the Florida e Building Code o. NOA-No. 17-0918.07 Expiration Date 09/22 020 TATE OF crowing no. gy / i 4'�� f /� . 'rCOR1Ol`.•' �A/ rf B a I- ade Product ontro�' /�j/�� ®• �� VY —QG DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W U v FLANGE DIMS, B I.BUCK DIMS. GLASS TYPES 'C'&'Cl' GLASS TYPES 'D'&'DI' FLANGE DIMS. BUCK DIMS. GLASS TYPES `C'&'C I' GLASS TYPES 'D'&'D ' �� o WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) W.(+) 1NT.(-) o 24' 23' SGO 80.0 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 Z j 30' 29' 80.0 80.0 80.0 60.0 30' 29" 80.0 80.0 80.0 80.0 L 0 1.- m z 114" 113" i Z `7 �j < 36" 35' 80.0 80.0 80.0 80.0 36" 35" 73.0 73.0 80.0 80.0 j/ 1' LU N a 42^ 36" 41' 35° 80.0 80.0 80.0 80.0 41" 40" 61.4 61.4 80.0 80.0 Q CL o 48' 47" 80.0 60.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 0 w N` ,a O 54" 53' 80.0 80.0 80.0 80.0 30' 120" 29" 119" 80.0 80.0 80.0 80.0 60" 59' 80.0 80.0 80.0 80.0 36• 35' 72.4 72.4 80.0 80.0 p In 61' 1 1 60" 1 80.0 80.0 80.0 50.0 3 1 38" 1 1 65.9 65.9 80.0 80.0 24° 23" 80.0 80.0 80.0 8C.0 24" 23" 80.0 80.0 80.0 80.0 ATE 0' 0 M o WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 30. 29" 80.0 80.0 80.0 80.0 30^ 121" 29" 120" 80.0 80.0 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 0 a' o < A36" 35" 80.0 80.0 80.0 80.0 36° 35" 72.3 72.3 80.0 80.0 0 CAN O 42' 48" 41" 47" 70.2 70.2 80.0 80.0 39" 38' 653 65.8 80.0 80.0 a W j LL 48" 47" 61.3 61.3 80.0 80.0 {L Z 54" 53" 61.3 61.3 B0.0 80.0 " 7YP. BUCK DIMS Xz" IYP. �j 0 (D Q j 60" 59" 61.3 61Z 8D.0 80.0 a W T L ~ 61. 60" 61-3 61.3 80.0 80.0 DESIGN LOAD CAPACITY - PSF 24' 23" 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'CI' GLASS TYPES 'D'&'Dl' FLANGE FRAME 30" 29" 80.0 80.0 80.0 80.0 WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1N'T.(-) EXT.(+) 1 NT.(-) u 35" 35" 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 _I FLANGE DIMS � U �I 42" 60" 41' S9. 70.2 70.2 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 3 ; 48" 47' 61.3 61.3 80.0 80.0 37" 26" 36" 25" 80.0 80.0 80.0 80.0 BUCK DIMS z vi 54" 53' 54.3 54.3 72.5 72.5 48' 47" 80.0 8C.0 80.0 80.0 O 60" 59" 48.8 48.8 65.1 65.1 53-1/8" 52-1/8" 80.0 50.0 80.0 80.00 LLI ~ 61" 1 60" 48.6 48.8 65.1 65.1 61' 60" 80.D 80.0 80.0 80.0 25 d LLJ 24" 23" 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 : N EQUAL LEG FRAME 30" 29' 80.0 80.0 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 '¢ O = N o 36' 35" 80.0 80.0 80.0 80.0 37" 36" 80.0 80.0 80.0 80.0 W N - 35-3/8" 37-3/8" 3 N 'j 42" 72. 41" 7t. 70.2 70.2 80.0 80.0 48' 47" 77.1 77.1 80.0 80.0 BUCK DIMS w O r) 48" 47" 61.3 61.3 80.0 80.0 53-1/8" 52-1/8" 77.1 77.1 80.0 80.0 z C '�• iD z � Z tJi 54 53" 54.3 54.3 72.5 72.5 61" 60" 77.1 77.1 80.0 80.0 y ?� 0 _ o 60" 59' 48.6 48.8 65.1 55.1 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 _ 0¢ " 61" 60" 48.0 48.0 64.0 64.0 26-1/2" 25-1/Y' 80.0 eo.o eo.o eo.a _+ FIN FRAME N U 24' 23' 80.0 80.0 80.0 80.0 37" 50-5/8" 36" 80.0 80.D 80.0 80.0 30" 29' 80.0 80.0 80.0 80.0 48" 47' 49-5/8" 61.3 61.3 80.0 80.0 BUCK DIMS 36' 35' 78.2 78.2 80.0 80.0 53-1/8" 52-1/8" 58.0 58.0 77.4 1 77.4 42" 84. 41' 83" 70.0 70.0 80.0. 80.0 61" 60' 58.0 58.0 77.4 77.4 w m w LL 48" 47" 61.3 61.3 B0.0 80.0 75-1/4" 74-1/4" 58.0 58.0 77.4 77.4 FLANGE ADAPTOR FRAME 54" 53' 54.3 54.3 72.5 72.5 93-3/4" 92-3/4" 58.0 58.0 76.5 76.5 oar N ? n 56' 55" 52.4 52.4 69.8 69.8 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 F -FLANGE DIMS- 24" 23" 80.0 80.0 80.0 $0.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 `o `" w U Q U Q 30" 29" 80.0 80.0 80.0 80.0 37' 36" 80.0 80.0 80.0 80.0 0 o o a o a 63' 62" NOTE: s ' 36" 97. 35" 96" 75.6 75.6 80.0 80.0 48" 47" 61.3 61.3 80.0 80.0 GLASS CAPACITIES ON THIS SHEET ARE 42^ 41' 65.2 65.2 eo.o 80.0 53-1/8" 52-1/8" 55.3 55.3 73.7 73.7 BASED ON ASTM E1300-09 (3 SEC. GUSTS) y '18. 47" 60.6 60.6 80.0 80.0 61" 60' 48.0 48.0 64.0 64.0 AND FLORIDA BUILDING COMMISSION o O N N N 49' 48' 59.6 59.6 80.0 80.0 75-1/4" 74-1/4" 46.5 46.5 61.9 61.9 1 DECLARATORY STATEMENT DCA05-DEC-219 F' o ^o 0 0 .: 24" 23" 80.0 60.0 80.0 8C.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.D \\\\\111111111j w LL o 30" 29" 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 ��\��D 6��p1." A7i� 36' 102• 35" 101" 74.6 74.6 80.0 50.0 37" 36" 78.9 78.9 80.0 80'0 ')�� �� �'; • . 76' 75" C,�� `I ��.d �. • �\CENSF'••.,42" 41" 65.7 65.7 80.0 80.0 48" 47' 51.3 61.3 80.0 80.0 46" 45" 59.3 59.3 80.0 80.0 53-1/8" 52-1/a. 552 55Z 73.7 73.7 PRODUCT REVISED - .70592 as complying with the Florida 24" 23" 80.0 80.0 B0.0 80.0 61" 60` 48.0 48.0 64.0 64.0 Building Code 30" 29' 80.0 80.0 50.0 80.0 NOA-No. 17-0918.07 0 36" 108" 35" 107' 73.8 73.8 80.0 80.0 �4I� Ld;alwi�n9 L ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 TATE OF '1 no. 42" 41" 62.4 62.4 80.0 80.0 Expirati n Date 09/2, 2020 44" 43 59.1 59.1 80.0 80.0 By 77// 0�A[L, Miami ade roduct ntrPe /glipjjll\\ sheet 2 of 6 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS U .075" Interlayer .075" Interlayer Ai o Saflex CP With PET Core Saflex CP With PET Core I 0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR z m j .090" Interlayer .090" Interlayer 0 rr b Z Saflex Clear And Color Glass Saflex Clear And Color Glass Z °j N By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' n a OR OR IL :2 .090" Interlayer .090" Interlayer OJ o` m Ov SentryGlas SentryGlas 0 W N By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' IL OR OR 0; 0 O u. 090" Interlayer 090" Interlayer 0 in Trosifol PVB Trosifol PVB LaIi By 'kuraray America, Inc.' By 'kuraray America, Inc.' 0'Q >M M w 3/16" HEAT STREN'D GLASS w 3/16" HEAT STREN'D GLASS 0 IL 0 r M M N m m IXO M ! I! SILICONE vNi ! I! SILICONE Q W D a o .. S Z 1 j! GE 1200 a s 1 i! GE 1200 IL O K m \ E3 ! DOW CORNING 899 \ E3 ! DOW CORNING 899 J 0 N 4 .1n u zM - DOW CORNING 995 DOW CORNING 995 w Q w M f J- 1IT" E 1/4 POINTS ON LtTES W� MS AT 1/4 POINTS ON LITES 3WIR THAN 36" k WIDER THAN 36" o0 W W z_ ai 0 GLASS TYPE 'C' GLASS TYPE `D' 3 O 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS x po w (L.M.I. & S.M.I.) Ld 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS = C O 2 N o .075" Interlayer .075" Interlayer M M ` n Saflex CP With PET Core Saflex CP With PET Core f 3 N o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' z .D OR OR o .090" Interlayer .090" Interlayer w C Z Saflex Clear And Color Glass Saflex Clear And Color Glass N O O a N O By 'Eastman Chemical Co.' By 'Eastman Chemical Co: SILICONE w fk GE 1200 L Q 3/8" AIR SPACE OR 3/8" AIR SPACE DR t O U .090" Interlayer .090" Interlayer z m a DOW CORNING 899 ti SentryGlas SentryGlas g m L-7 ii �I DOW CORNING 995 3/16" HEAT STREN'D GLASS By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' HI .II OR OR 11 !1 .090" Interlayer 3/16" HEAT STREN'D GLASS _ .090" Interlayer M it li ii Trosifol PVB Trosifol PVB !! I! !! w w m m By 'kuraray America, Inc.' By 'kuraray America, Inc.' M4 j� ❑ N 3/16" HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS o w w o 0 d d SILICONEGE 200 G < a w SILICONE SILICONE DOW CORNING1899 '0 V a5 It z an GE 7200 z m GE 1200 DOW CORNING 995 rn 'I DOW CORNING 899 y II DOW CORNING 899 g II !I DOW CORNING 995 DOW CORNING 995 co Mt ij ij ij \ M1 ii OPTIONAL GLAZING DETAIL h n it li iI ro II ii 11 XL EDGE SPACER i � � XL EDGE SPACER GLASS TYPES 'Cl & D 1' l it iI it it it ' ` CI ry ry ST. STEEL BY 'CARDINAL' �I .I �I ST. STEEL BY 'CARDINAL' E4 !j OR E4 !i OR 1tI Illdtt c o w�LL c DURASEAL BY 'QUANEX' DURASEAL BY 'QUANEX' �0` t® 7. OR � 7. OR � �... . SUPER SPACER BY 'QUANEX' SUPER SPACER BY 'QUANEX' . . n f4 M5 AT 1/4 PO NTS ALL SIZES H M5 AT 1/4 PO NTS ALL SIZES PRODUCT REVISED a .708g2 0 0 W W as complying with the Florida _ = v m GLASS TYPE 'Cl' GLASS TYPE 'D1' Building Code _ _ a z 1" OVERALL INSUL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS NOA—No. 1 17-0918.07 (L.M.I. ONLY) o� drowing9 no. Expiration Date 09/22/2020 : tea' (S.M.I.) '�,� ORt�?.• '�e�, W10-02 IN ORDER TO QUALIFY FOR SMALL MISSILE EXTERIOR P Y OF GLASSTYPE C1 & 'D IMPACT MUST BE TTEMPERED. Miami ade roduct o tr 1 /j �\ t t7111 tttt sheet 3 of 6 i I TYPICAL INSTALLATION DETAILS (� THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 4� o 0 w^ uC 3 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL Z "� m WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS z FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4" MAX. FLANGE o o SEE ELEV. SHIMS Q W M v 2BY WOOD BUCK FOR SPACING N I OR METAL IL W �xC !I II WOOD STRUCTURE TYPICAL ANCHORS 'v STRUCTURE G: a F LL E3 Ij �j SEE ELEV. > Q �j 'M I' I' M2 FOR SPACING M2 TYPICAL ANCHORS SEE ELEV. G ]M O L LI S2 �' s O 'v vsi © '° FOR SPACING �' 2 IX W o 00. a � 00 �2 O a w p aIII � El a _ {L Z to OE ro MIS S2 Ili Q W mE tW- TYPICAL ANCHORS !I II M2 SEE ELEV. ° II II vi FOR SPACING II II - rn WOOD BUCK .a ,o E1 E3 U m v � M Q — N O 1/4" MAX. z N o 3 n SHIMS 0 00 w EQUAL LEG EQUAL LEG EQUAL LEG a ° . EQUAL LEG 4 L ~M2 TI 2BY WOOD BUCK .° METAL II OR B STRUCTURE ¢ O =N o 1 Al WOOD STRUCTURE C 1 o N F r E3 I' x TYPICAL ANCHORS �� j� M2 a _ SEE ELEV. I x _ FOR SPACING z p 3 th rn I I j Ie M3 'j E2J-e _ ° N U o W TYPICAL ANCHORS a M3 52 SEE ELEV. x ° : ,° FOR SPACING 'v n. .° _ n: . j' j l M2 E3 N W W LL LL p '° TYPICAL APJCHORS E3 Ij II - TYPICAL ANCHORS \ ^ I ' SEE ELEV.^ 16Y FOR SPACING II (1 SEE ELEV. FOR SPACING o WOOD BUCK - z o o r o s o PRODUCT REVISED y � � < � < as complying with the Florida o 0 o a o a Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date 09/22/2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ^ _ a ^ TYPICAL ANCHORS: SEE ELEV. FOR SPACING By AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA KWIK-CON 11 BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) arm-Dado Product Contr I `III11111l Alff/ ' 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 Ksp14 SMS OR SELF DRILLING SCREWS (GRADE 2 cRs) TYPICA EDGE c DIS ANC `�X A /� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO MAMI-DADE COUNTY APPROVED MULLIONS � � 1-1 2" MIN. PENETRATION INTO WOOD (HE-AD/SILL/JAMBS) INTO CONCRETE AND MASONRY = 2-1 2" MIN. / / OR METAL STRUCTURES (HEAD/SILL/JAMBS) INTO WOOD STRUCTURE = 1" MIN. u,id b tp � H THRU 1BY BUCKS INTO CONC. OR BLOCKS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE INTO METAL STRUCTURE = 3/4" MIN. 8 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) CONCRETE AT HEAD, SILL OR JAMBS f'o = 3000 PSI MIN. '.. STEEL: ICON THK. MIN. MIN(Fy = 36 KSI MIN.) C-90 HOLLOW FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. AYE OF �� DIRECTLY INTO CONCRETE OR BLOCKS I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) / r �y� drawing no. •. OR1OP,... i2 � - �� �1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) � � YY 1 0-02 '.. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) !lfl/Ildlllll\ sheet 4 of 6 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW a Z m i 0 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL F. w ro < WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS Q 2 IL 00Q` 0 0 O FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0 x TYPICAL ANCHORS 1/4" MAX. D j LL m 2E1Y WOOD BUCK FOR SPACING SHIMS Q w I� II OR METAL a C C m o I� WOOD STRUCTURE TYPICAL ANCHORS v STRUCTURE m B3 E3 M2 A3 x FOR SPACSEE ING TYPICAL ANCHORS 0 0 ti C d M2 SEE ELEV. N O n 'j S2 y FOR SPACING W j IJi. P Z 0 : v Ez E6 C 3 - v—.. - ¢ w m CIOE E6 �F E2 Ll 1/4...'. v .. S2 MIN. o••° x _ m TYPICAL A4tHORS jj jl M2 v s O I ° SEE ELEV. ` E3 jl jj -v w C BY FOR SPACING j� j� e - \ o WOOD BUCK .o n E6 E2 E3 0 o O O w 2 3 B" MIN. 1/4" MAX. BUCK HEIGHT 1/4` MAX. x C) K GAP GAP -O N I I C a NOTO BY SCGITRUCTURE 1/2" MIN. 1/2" MIN. n to I- ��l�L_ \� l 0 N M o __� E2 w O M m 2 3/8" MIN. �+ FIN FRAME M2 BACKBED N CD a' CAULKING n U p ¢ TYPICAL ANCHORS: SEE ELEV. FOR SPACING I U IW- 8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD Ell w L m w BUCK DEPTH SHALL BE 2%". = LL = THE USE OF DEEPER' OR BEVELED WOODBUCKS IS w w olw R PERMITTED. EXTERIOR HOUSE WRAP E5 E3 u o u NOT BY ccl < < a r w U s r N U U Q U Q � 0 a o a o z z BUCK WIDTH BUCK WIDTH --------------- Fr-----------------'1� F---- MIAMI-DADE COUNTY I i MIAMI-DADE COUNTY APPROVED I� �I APPROVED MULLION I MULLION & MULLION ANCHORS ii o o N N r 1 & MULLION ANCHORS II SEE SEPARATE NOA 11 SEE SEPARATE NOA II _ ----- - __--__-U \>G�NSR PRODUCT REVISED o 1 i I I as complying with the Florida _ N -POs I 11 Building Codeo. TYPICAL ANCHORS �e C e m a a -- I NOA-No. 17-0918.07 - 9 m --- FOR SPACING ExpiratSEE ion Date 09/22/2020 ® ', A4E OP ��y drawing no. B W10-02 #14 X 1" SMS. i Miy4. -Ad- Produc ontr 1 2i/ ///1191111tY\ sheet 5 of 6 �2.505 ITEM PART (7 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �U v Et CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - o r.068 E2 CGI-119 4/ WDW. FLUSH FRP.ME/FiN FRAME 6063-T6 - o 1� E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 Z w 1.995 —�2 E4 CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - G M 9 z .995 O65 E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - I- Z g al • E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - O O°. o 0 M1 CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-BO SHORE A O w f7 1.335 M2 CGI-124 AS REQD. SCREW COVER- OPTIONAL PVC - 0 M3 CGI-112 AS REQD. FLUSH FRAME COVER PVC - O N m E1 FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8•) 6063-T5 - () M5 - 2/ LITE SETTING BLOCKS EPDM DUROMEfER M=E5 SHORE A a 0 m o - �-2.505 r 068 SZ #70 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - OIL O ptu `t Y C. HNo � __IT6jj N J 812 aw MLL 6 1A95 .995 065 J 0 ID_ TYP. Q W 7.335--�I N FLUSH FRAME/FIN FRAME J U I C .675 00 .995 .0R5 I 0 ,�J in Ld WELDED JOINT AT ENDS 1.184� ¢ O = N o o2 N Ln O GLAZING BEAD (LAM. GLASS) 3 N rn z o 2 n �.120 z C Z v4Ji � p o w O� .995 -)SO 1.000 125 Q J TYP. ' U r 1.184-�i 0 M4 �G It V t, V E4 GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL GLASS) CIRCULAR WINDOWS IN = P = B h 1.130�j�.065 p 11 w o w,o 1.450 RECT. OR SQUARE WINDOWS a < w < w -�{ I r.1 BG qoo ¢ O ¢ LC � o oaoa 1.550 1.680 550 .050 TYP. CORNER DETAILS 3 C_ 2 .1"1 Ill N V o � o 00 O NAIL FIN ADAPTER E6 FLANGE ADAPTOR �1.395-�{ 1.119 e PRODUCT REVISED as complying with the Florida P r 180 Building Code 21 NOA-No. 17-0918.07 .050 T .050+ 1081 �® ATE065 Expiration Date /22/2020 _ 90 m o s drawing no. BY P 11W, -,, � ., oo.. �0�; W10-02 M3 FLUSH FRAME COVER M2 SCREW COVER Miami ade ro uc Co r IBI ,���A� sheet 6 of 6 MIAMI-ED DE MIAMI-DADS COUNTY E M 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 (NOA) www.mfamldade.2ov/economy CGI Windows and Doors,Inc. 10100 NW 25'h 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 it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: 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 AI- 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 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. t ( NOA No. 17-1018.08 MIAMbDADE COUNTY ((1(J� Expiration Date: September 22,2020 +y Approval Date: December 21,2017 121 � f Pagel 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(R 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(k and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(T and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) ManuelP ez,� .E. Product Control xa iner NOA No. 1 -1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E- 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t" 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 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. 14-0916.10 issued to Kuraray America, Inc. for their "Butaciteg PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of ButaciteR 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. `' l/ f 4- Manue er ,P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-2 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 611 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 Glass 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 6th 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 re ,P.E. Product Control Examiner 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" ( \ 5 FLANGE WIDTH BUCK WIDTH BUCK WIDTH o 47 7/16" 47 7/16" 47 7/16" o D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) Z y"` m 3 20 9/16" (SURFACE APPLIED) 20 9/16" (SURFACE APPLIED) 20 9/16" G h M z 6" MAX. MAX. 'k* OPTIONAL 5 1/2" MAX MAX ** OPTIONAL 5 1/2" MAX. MAX. ** Z tv ¢ HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL Q 2 Z NjL a CORNERS 4 CORNERS 61 CORNERS O O `o 0 W C N d � N II li w w w Q p y n D II II F- nn v I v BII II y7 W I II W 1 mm p p 7 0 O c; J B o Ir pN0 I jLLp W N W N _ o O z r � rY ry Q W 07 � F Z II li II b it II 0 / II m s ro < w O op w II // II \ > h H M O M O -----I"I-- .N-___- r F Nl O -----1'I'-- - -1"I----- X - M Z n ¢ N r7 Z _i II ¢ to > m II m j p II II m II II m U M C II II ¢ C1 II II < CZ II II 4 C N II 4 n 6 I I a 7 t n o u^> L O _ O O W N X Of 47 7/16" m �Z 47 7/16" m w 47 7/1s" m w U) a w FALSE MUNTINS D_ D.L.O. (VENT) <o D.L.O. (VENT) \ <� (SURFACE APPLIED) D.L.O. (VENT) ¢� ¢ "6 N 00 \ �0 o O =No 50 1/4" 50 1/4" �n 50 1/4" u� 3 LO VENT WIDTH VENT WIDTH VENT WIDTH w z O rn FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME Z c z � o SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW N o �• o" TYPICAL ELEVATION O a w DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CD CHARTS SHOWN ON SHEET 2. N O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS w 4 OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY E n APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS m o ^ >k>k o g IN BETWEEN. CENTER ANCHOR REQUIRED WHEN m o 0 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 9/16" u a WILL APPLY TO ENTIRE SYSTEM. o a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA LAMINATED GLASS BUILDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). INSULATING LAM. GLASSm 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE LARGE, MISSILE IMPACT oDESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS mTO THE BUILDING STRUCTURE. - ,SMALL MISSILE IMPACT > ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 0 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE V®1Jjilllll//®/ MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ��°a�i\D AHAAAf. ®®,s a a ✓i A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. >� ��°°®,®CBA1 ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. ®_ o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT _® M 70592 m •• a ,o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE P R•DUCF REVAS REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. :%s sFtF;4gf4 D�lO with 4 °�bxkb m THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 1 � %� ° : �® Aseeptxssuce Ficc " OI drawing no. FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY %® ATB®P • �9e 9 t'°,;c Ova Goa °. 0 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR - ��'-.T13T° ® °• ( P .°° �® WATER INFILTRATION RESISTANCE ETC. was A�� ®�)®• ����® � Wl 0-03 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ''� �7i 0� 0� AND TO BE REVIEWED BY BUILDING OFFICIAL. dc Prixkci Oc \�� sheet 1 of 9 EQUAL WINDOWS UNEQUAL WINDOWS c� DESIGN LOADD CAPACITY CAPACITY- PSF DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'Al' GLASS TYPES 'B'&'Bl' FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES 'A'&'Al' GLASS TYPES 'B'&'Bi' ® of WIDTH HEIGHT WIDTH HEIGHT EXL(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) INT.(-) EXT.(+) 1NT.(-) 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 m 26-1/2" 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 O Z M N C 37" 26" 36" 25" 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 70-5/8" 75.0 75.0 80.0 85.0 I Z N 1 49" 48" 75.0 75.0 80.0 85.0 31" 30" 63-5/8" 75.0 75.0 80.0 85.0 ¢ U 10 O O M U 53-1/8. 52-1/8" 75.0 75.0 80.0 85.0 33" 85" 32" 84" 60" 75.0 75.0 80.0 85.0 �_ 0 W N 79-t/8° 18-1/8" 75.0 75.0 80.0 85.0 37" 36" 53-1/2" 75.0 75.0 80.0 85.0 a W tx� 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 43" 1 1 42' 45-1/4" 75.0 75.0 80.0 85.0 37" 38-3/8" 36" 37-3/8" 75.0 75.0 1 80.0 85.0 0 v > L 49" 48" 75.0 75.0 80.0 85.0 0 0 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 w F v � X o WIDTH co U c� 0 0. 0 Q .i 79-i/8" 18-t/8" 75.0 75.0 80.0 85.0 g m J O 26-1/2' 25-1/2" 75.0 75.0 80.0 85.0 Z 0 N 37" 50-5/8" 36" 49-5/8" 75.0 75.0 80.0 85.0 ILfn_n-� Q W 7 W N w Ul _ o 49" 48" 75.0 75.0 80.0 85.0 Z M 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 / Z M Q w 19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 F % Q W Ol H 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 0 37" 63" 36" 62" 75.0 75.0 80.0 85.0 x w 49. 48" 75.0 75.0 80.0 85.0 alo uj N 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 m m 19-1/e' 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 C ,m 37" 76" 36" 75' 75.0 75.0 80.0 85.0 3 49" 48" 75.0 75.0 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) 3 i M 53-1/5" 52-1/8" 75.0 75.0 80.0 85.0 = O F X 19-1/8" 18-1/8" E 75.0 80.0 85.0 p W 2fi-1/2" 25-1/2" 75.0 80.0 85.0 Ucn 37" 85" 36" 84" 75.0 80.0 85.0 ¢ C46-1/2" 45-1/2" 75.0 80.0 85.0 NP' BUCK DIMS Yz" TYP. o O 2 N O N n J 0 N M w z z WIDTH FLANGE FRAME o _ FLANGE DIMS O Q w w U : BUCK DIMS Nis x O F U r lnn�llV � W m O EQUAL LEG FRAME w 4 c = o U i ci � G N U ¢ o U o a n d 2 O z p BUCK DIMS EQUAL LITES m o 0 0 0 FIN FRAME i®e\\IVIAI�BMgI®®' O BUCK DIMS ® �,v o.A 592 T NOTE: AscolnpFymg ails thgfi wwa' GLASS CAPACITIES ON THIS SHEET ARE a&nr FWD.` Ole, drawing no. FLANGE ADAPTOR FRAME TOTE®F �e g BASED ON ASTM E1300-09 (3 SEC. GUSTS) Fxpiraawra a=eZD AND FLORIDA BUILDING COMMISSION _ r (®RID DECLARATORY STATEMENT DCA05-DEC-219 FLANGE DIMS ','s, �.... �p® W10-03 hi3 zr�r. esA-flrodustI 7®®jB V�'I°G�Ih leee\ \ sheet 2 of 9 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS M .075" Interlayer .075" Interlayer I Saflex CP With PET Core Saflex CP With PET Core o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' ^ q 3 OR OR Z h .090" Interlayer .090" Interlayer 0 Z M W a Saflex Clear And Color Glass Saflex Clear And Color Glass F lu By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q a o_ OR OR C NN o .090" Interlayer .090" Interlayer ° O W M U SentryGlas SentryGlas d > N By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' LLI C F OR OR C t N M .090" Interlayer .090" Interlayer r Trosifol PVB Trosifol PVB v p W By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' Q' M o O F 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS Z m Z m iV C Z � N N SILICONE N SILICONE Q w :) a Ry s Mt . . GE 1200 _ g M1 GE 1200 Z M _ 0 DOW CORNING 899 co -! it DOW CORNING 899 — 0 C j .I l DOW CORNING 995I 1 DOW CORNING 995 Z W — w a LU 0) O 0 0 W E8 W E8 Y. M4 AT 1/4 POINTS ON LITES k M4 AT 1/4 POINTS ON LITES W WIDER THAN 36" W WIDER THAN 36" 0 rn _ u GLASS TYPE 'A' GLASS TYPE 'B' o 5/16" OVERALL LAM. GLASS 5/16" OVERALL LAM. GLASS i (L.M.I & S.M.I.) N 0 w LJ 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS ¢ "O N .075" Interlayer .075" Interlayer to r N Saflex CP With PET Core Saflex CP With PET Core cv �o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR z -0 3 N .090" Interlayer .090" Interlayer z C Z Saflex Clear And Color Glass Saflex Clear And Color Glass V) o 0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' o = OR OR w 1/4" AIR SPACE .090" Interlayer 1/4" AIR SPACE .090" Interlayer w U o SentryGlas SentryGlas u7 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 0 1/8" ANN, GLASS OR OR �, o .090" Interlayer 1/8" HEAT STREN'D GLASS .090" Interlayer m w m Trosifol PVB Trosifol PVB o LL o n By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS > w m SILICONE m SILICONE a z m GE 1200 m GE 1200 N DOW CORNING 899 DOW CORNING 899 N Mi 'I 'I jl DOW CORNING 995 N M1 :i 'I jl DOW CORNING 995 PRODUCT RENgSEt'D \ \ as cc,mpiykg with the Milk 0 pM p N XL EDGE SPACER 'I -I XL EDGE SPACER 8;:iid:a.g li li Ij ST. STEEL BY 'CARDINAL' !I II ST. STEEL BY 'CARDINAL' -Arcet.t&l eNo " Df •D � p OR OR Exr�irataonI ate e a m o a0 DURASEAL BY 'QUANEX' DURASEAL BY 'QUANEX' .. OR OR E9 SUPER SPACER BY 'QUANEX' E9 SUPER SPACER BY 'QUANEX' .i„y:xi ),ede Product °° Q��. � � '�B N it W M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES o _® ®.7 592 m a a GLASS TYPE 'Al' GLASS TYPE `B1' e c m o t 0.70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS — gyp �m u (L.M.I ONLY) ® 5448®R 0® e drawing no. (S.M.I.) ° °••°<®Ra®�.• °�o�� W10-03 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING ®A�si/�°�� ��°°° EXTERIOR PLY OF GLASS TYPE 'Al' & 'B1' MUST BE TEMPERED. //g69I19g!\\\ sheet 3 of 9 TYPICAL ANCHORS FLANGE & FLANGE ADAPTOR FRAME y.0 SE ELEV. 1BY FR SPACING METAL of WOOD BUCK a LEDGEDUISCTT E d n. .a d a 'n. . OD d a .°drEDGE.8D. IST. - xQTYPICAL ANCHORS Z F __________ __ __ _ l b[SEE ELEV. m ? r — I 0 Z M Q a < NFOR SPACING O z MIAMI—DADE COUNTY APPROVED I H w I \ o N - ED MULLION & MULLION ANCHORS I I Q $ Z n o DIST. SEE SEPARATE NOA i a0 p ` 0 0 mN \ I EDGE DIST. 0. > w x O 1 El E8 .. . --- x =O o ap m a Mz 0 11. .11 !I !I TYPICAL ANCHORS TYPICAL ANCHORS 0 tj II II S5 SEE ELEV. SEE ELEV. Q; Z O N jl jl FOR SPACING FOR SPACING Q w > LL I O o Z d M9 jrs °m I ¢ O 0 2 3/8" MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q w M o � y MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0 AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ui li Ij SWEEP LOCK 2 3/8" MIN. 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) it i1 1 OPTIONAL TO _j = rn E8 EGRESS LOCK I I 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)I[LLLm AT SILL ` INTO 2BY WOOD BUCKS OR WOOD STRUCTURES m ` N 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) O _ THRU 1 BY BUCKS INTO CONC. OR BLOCKS ______ :i p0 w ` 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) E4 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a 0In O WHEN USED THE MIN. WOOD BUCK o 0 MN o DEPTH SHALL BE 2%". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS N LO W DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 [� Mi !il 41 PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) -00 z �W #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) N O 0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS Q J w w OR w 0 :5 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) z w (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 0 a ' ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) m 0 li II 1 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) E "a z II it (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o g = N w I! I m o n o TYPICAL EDGE DISTANCE a F w S4 ' 1 INTO CONCRETE AND MASONRY = 2" MIN. p z Mz3 INTO WOOD STRUCTURE = 1" MIN. M1 INTO METAL STRUCTURE = 3/4" MIN. E6 rri o � � r f WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. M9 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. .N g g o 0 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 2 m o 2 M 14 �:?CSfai3C7 S�..S'%5F.a3 l l l l I ancc No ^ �.® \® �'� BEV$,, /B N a ��* 0 592 ° TYPICAL ANCHORS m ° �� 0 ° EDGE DIST°`t. .v \ n a . . �® o a SEE ELEV. ® VATB OF �Rge drawing no. TYPICAL ANCHORS FOR SPACING i v. SEE ELEV. r °° °fpR9®�.° �O W10-03 WOOD BUCK FOR SPACING �7s ✓a�O�` L ®iaalimtla sheet 4 of y 1/4" MAX. BUCK WIDTH 1/4" MAX. FLANGE & FLANGE ADAPTOR FRAME y.V o SHIM SHIMS 0 O Z n % TYPICAL ANCHORS TYPICAL ANCHORS O F- (9 a SEE ELEV. 1 2 S6 SS SEE ELEV. F FOR SPACING 1 M9 FOR SPACING Q w Z N a FLANGE ADAPTOR FRAME C W N � M 0 MCI METALSTRUCTURE - 1' V4" v 0 ui el _ w - - - - - - - _- - - 0 LIr pc Ill Z O N A W � _ i W 1BY A Vi' O 2 m EXTERIOR WOOD BUCKS =-- J a j 13 Q D.L. OPG. ¢ d E1 Ili III O wm � II II 0 1/4" MAX. BUCK WIDTH 1/4" MAX. SHIMS SHIMS II II TYPICAL ANCHORS O SEE ELEV TYPICAL ANCHORS . FOR SPACING SEE ELEV. j = O a o, FOR SPACING vi 0 w �- N Q O S o � N o 1 4�4... ON Lo p � W 3po 0 M Y WOOD BU Z -a .,o OR a WOOD STRUCTUR o E260 1BY .w 70 w CJ O� F WOOD BUCKS � m m s LL n MIAMI-DADE COUNTY o g APPROVED MULLION mow & MULLION ANCHORS 1/2" TYP. - m U a w r SEE SEPARATE NOA E m < o BUCK WIDTH BUCK WIDTH m a z INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. I I m o 0 0 0 2s cn,rAying wilhdW FkAka �(�1�8 qM'® + :. :. .: -.. ya atA!8�3EY, . ✓U L4' 0\ i \,®CENS� b1F F.r 's=. o T a u O 10 €®F =0/�29�® Irawi0 #14 X 1" FH. SMS. %®��° •�®B9®�" •°°���� W10-03 lip�9Q°�',���e®` sheet 5 of g TYPICAL ANCHORS STRUCTURE EQUAL LEG FRAME SEE ELEV. 1BY FOR SPACING Y w of WOOD BUCK TYPICAL ANCHORS 1=- F___ ______________ _ o SEE ELEV. m ? 1 i__ - W 3 a .n Q v n e e 'a " 'EDGEa DIST. m MIAMI-DADE COUNTY APPROVED 1 Z a a d," a. ?• a d ' n a. m 2 FOR SPACING 3 N \ EDGE MULLION & MULLION ANCHORS 11 O w M N.. i I SEE SEPARATE NOA 1 GE DIST. o T. a N 1 H m I ., 11 11 (L Z q d m 3 1 1 EDGE DIST. a 1 c N p .. 11 00 M U LL-------- 1 ________�J a W O t N n ES !II i N TYPICAL ANCHORS TYPICAL ANCHORS Q' ¢ M o J �I M2 SEE ELEV. SEE ELEV. Q p° a 0 ,♦ 1j 1j FOR SPACING FOR SPACING 0 II it SS TYPICAL ANCHORS � (n 0 N MIAMI-DADE COUNTY � z w jl jl SEE ELEV. w m u, N APPROVED MULLION w jl .1 FOR SPACING & MULLION ANCHORS z N - S 0 1II ii M9 1/4" MAX. SEE SEPARATE NOA ,j 0 (D Q j BUCK WIDTH BUCK WIDTH BUCK WIDTH Q w m � H _i SHIMS ii ii � D 1 � !II I; II SWEEP LOCK it it 1 OPTIONAL TO ES EGRESS LOCK AT SILL — ® O = ow X O U N Q C "a Y Lc) W N 3 M m H14 Xt" FH. SMS. w M ro W N o - j Ill CD p Q W w w U : F a i i z EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 0 INTO WOOD, CONCRETE OR METAL STRUCTURES12 a WITHOUT THE NEED OF A WOOD BUCK. o t m o jj jj i omx ,. U 4 z 11 II 2 3/8" MIN. Ul U a r 4 N S4 M23 E6 I 2 3/. 8" MIN. TYPICAL ANCHORS SEE SPAC - \ ;O�@,Ca REV- Ed3 FOR SPACING � o a m c> o Odm-Cod WWI§?ie f 1VB 90dB C 1 ce` Nopp AH �'% E2 \� xPera[azs§a!)ate `a�`��.• ®CD.PdS¢••ga�,'ie N p11 o N Dade L'romducY CeYa _® No 0592 � n WHEN USED THE MIN. WOOD BUCK - v DEPTH SHALL BE 2%". THE USE OF o o t ° DEEPER OR BEVELED WOODBUCKS IS °. EDGE DIS ^ EECALeANtHORS V. PERMITTED. ®� �® ° 84AY8®R �92 drawing no. 1BY FOR SPACING s 0�6®�;.•°• ��; ZZ WOOD BUCK °>'� '®•.•• '��wa W1Q'�J ' �®�/���1�\� sheet 6 of 9 CD TYPICAL ANCHORSLtT�T �D���{E U M 1' lIV lb 1Vl U ILLUSTRATIVE DTLS. ONLY /R p EXT. OR INT. FINISHES E11 FOR SPACING �Y o NOT BY CGI Z Go % Qw MN HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q IL q N o NOT BY CGI O w N` ro O8 SMS (GRADE 2 CRS) 11 N A2 Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0: C L BACKBED 1-1/2" MIN. PENETRATION INTO WOOD 0 U 0i I� li 0 CAULKING 0 m D �1 II M2 C G. G . G a d III III S5 O N Np II Q W > IL a �I II M9 J ems m Q i O Qwm � r J m 0 Qi II II II II � II Ij Ij SWEEP LOCK I II II 1 OPTIONAL TO v C EB EGRESS LOCK — AT SILL o L O WOOD STRUCTURE 1/4" MAX. BUCK HEIGHT 1/4 NOT BY CGI MAX. = O w a O ES GAP GAP 0 LU w F- E4 1/2" MIN. 1/2" MIN. �zU) 0 =N r 0-0 D2 O_NIw o�MN O BACKBED U O Q i CAULKING w U z N z I� II z O > U N G a of o T N Qo 54 z z M1 I HOUSE WRAP E6 NOT BY CGI vi o e r G O j E3 Es EXTERIOR m m m a m M9 D.L. OPG. a o 0 0 0 2 � ¢ m o o M14 BACKBED is cc,e,*piysr. w.+a&3:L4 ®\\1Y9109 B/y0 O CAULKING E2 ep. see Abl -( \vv ' N \ HOUSE ® Nc.7 B2 a o NOT BY CRAP z :_de Perducf CrcaS�=u(', v a e GI 4ATR OF drawl Ell TYPICAL ANCHORS i®' ° L )R9®�°°" 0�� W10-03 FOR SPACING ',,�® I ��o p N sheet 7 of 9 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS V U El CGI-100 1 FRAME HEAD 6063-T6 - o E2 CGI-101 1 FRAME SILL 6063-T6 - A� E3 CGI-102 2 FRAME JAMB 6063-T6 - Z r j E4 CGI-103 1 MEETING RAIL 6063-T6 - C 2 e4 N E5 CGI-104 1 LOCK RAIL 6063-T6 - Q Lu 2 n I E6 CGI-105 1 HANDLE RAIL 6063-T6 - a o O: OO ° 0 U E7 CGI-106 2 SASH RAIL 6063-T6 - 0 w N amxC E8 CGI-107 AS READ. 5/16" GLAZING BEAD 6063-T5 - I Lu C F LL E9 CGI-108 AS READ. 0.700" GLAZING BEAD 6063-T5 - C U N M E10 CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063-T6 - V O r ow E11 CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - cr � C c E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - 0 IL C 0 E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - - O N N p E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - Q W n LL N LL Lu 0 E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 EO a f7 f0 Q Z (1) M1 CGI-382V AS REQD. GLAZING BULB VINYL (DUROMETER 75-80 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/ LITE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. cO M M10 - 2/ WDW. BLOCK/TACKLE BALANCE - SSI OR EQUIV. C °' _ n M11 W23201NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. 3 0 M12 CGI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M p= -i M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. K M15 CGI-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M N M16 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M o O =N o M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. w 0 M20 CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. n � — M o M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV w O g M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. w U S2 - 2 OR 3/CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - U S4 - 4/ WDW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW m G m o SS - 2/ WDW. # 8 X 1" LG, FH. SMS. ST/ST. SPIRAL B. ASSEMBLY S6 - 2/ LOCK # 6 X 1/2" LG. FH. SMS. ® CGI-133 & CAM LOCK - z o U u Q x Q y Uj o e n r 0 rn ro m � m j o 0 0 0 ®11V19 tzr 3I eee\ p&P AH4f toes o 171-601 .� e ��?°•• tc�Ns�°°��,® ®® o _„p.r}tirn Dme I s N \ ®59a TATBO(= ��e drawing no. W1 0-03 /ts "0NAL �eee ®"IIIIIIWN sheet 8 of 9 '.. � 2s05 2s057 0 �� oss U U ss im� o S2 0 � Z Mai 1.745 .811 -LU .811 1.550 1.680 0 0 F- M z .745 LT065HI -�- 1.245 z a < TYR .745 .065 ,{ 8 _ F w Z t�v 1 - .050 L !� O �j) cq U I1.015 1.015P- 1.395 �� w x Q 872 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD E11 NAIL FIN ADAPTER O W ti v p > m 1.583 1.583 1.007 a IL 0 ro °o O COD ei .745 �. Z N .oss os5 LL z y LL c nP. NP. oss p $ m 2.113 TYP. J z m 3.175 1.368 W m - w 3.175 1.015 Qwm � ~ 3.s75 1 4zs VENT TOP CORNER 0 429 - 220 \ 500 000 F_ O g 500 IIII Ea MEETING RAIL c O F= -2.505� FRAME TOP CORNER � 2.505 1.220 /may 0 Ei4 FLANGE FRAME SILL E2 FLUSH FRAME SILL vi t0 w 4 .500 O 1.301 1.301 1.043 a "O v1 1.788 o O H r rn 065 S2 zo NP N M 065 F .065 0 TYP. nP rnn 2.440 2.440 1.015 Zo ro O 85 LOCK RAIL w � 1.015 1.015 FRAME BOTTOM CORNER w C) VENT BOTTOM CORNER N O 2.195 .745 .745 m m 2.846 L 2.3464 E73 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB o w 1.892 z .065 �'490 .1 1.043 Ty?. o a o a z z o .705050 N .705P. .050 nP. o a n r y _ �I 1.015 S2 c m 2 O N �I .864 .864 k- Es N HAND RAIL <Jt JL"t x "v 9ED � ° a m o 0 ES E9 - c�M,�YMg WWI r$ r. 4- 4IE 909 5�16" GLAZING BEAD .700° GLAZING BEAD 'mwmg 0 � D.A�4f , ji 1.449 p-1.395 7 �.180 .7445 � 1450 .180 1"y Ni;,,Dade}r - ' e_®® ° /rN�i tt.70592 � 1.ozs .oso oso os .065 1.413 S E®P pl�®®® ®_ ct drawing no. M3 FLUSH FRAME COVER M19 SCREW COVER E7 SASH RAIL 810 FLANGE ADAPTOR ///®/ �jgt���`\e sheet 9 of 9 M IAM I-DARE MIAMI-DADE COUNTY 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 (NOA) www.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 25"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 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 11/0 8/17,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. NOA No. 18-0117.01 MIAMI-DADS COUNTY Ex = Expiration Date: September 22,2020 Approval Date: March 01,2018 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 I 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.]]-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 03/3 0/10. 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 5t' 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 Pe P.E. Product Control EC finer 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.11-0330.22) 3. Laboratory compliance letter for Test Report No. HTL-0080-0301-10, issued by Hurricane Test Laboratory, LLC, dated March 3 0, 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 Perez, .E. Product Control x iner 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 6th 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 6th 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,,-. E. Product Control Exa ine NOA No. 18-011�. 11 Expiration Date: September 22,2020 Approval Date: March 01,2018 E-3 O 1.000 0 z Mr-. °° i 0 F- ko M Z Z o M N E1 Q 0. '! 0­. : 1.000 0 0 '0 o W N v Q u. 4.000 o0 l 3.000 W vq 2.500 0 M 0 0 G. 0 00tt1 � d' c� � ItZ ° N it W :5 u. � um Z � _ M .125 TYP. .125 TYP. .125 TYP. mj W 1 X 2-1 Z2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD. TUBE 6063-T6 6063-T6 6063-T6 rn cn ' z U c`no o � � J � J � � w L O 0 L Q � L p � Q �- SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS WINDOW FRAME MEMBER INCLUDED IN PROPERTIES ° N o THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW z o �'� r) SERIES 110 SENTINEL SINGLE HUNG WINDOW z z—' LO SERIES 120 SENTINEL HORIZ. SLIDING WINDOW cV i o FOR WINDOWS IMPACT AND LOAD RATINGS SEE cn _ 0ouj — CORRESPONDING NOA S. O� Q w LOWER DESIGN PRESSURE FROM WINDOW APPROVALS cwn U � ~- 0 R MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. — NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0- m W m REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE 0 � r INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 0 0 0 o ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE CL - o o Z o APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER o = o INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. o o o a- 0 a- 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE z DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE - •o o_ 0 0 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0 0 M `� '> A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. INSTRUCTIONS: m ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. USE CHARTS AS FOLLOWS. ®®p, 9 a 9 0/0�® z MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 ®®® °0 °.°°°° COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 1 PRODUCT REVISED ® � ° 0O & REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. FOR PARTICULAR OPENING. ali complying ,i • a ® ° ® o r, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 2 USE CONNECTION OF WINDOWS TO MULLION AS PER uil xx Q st o ®a 0592 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY PRODUCT APPROVAL. ���e o ° STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION TYPE �' m o L s . _ OF RATION RESISTANCE ETC. STEP 3 AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN o o N WATER INFILTRATION THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. y r� �® CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, � ° OF ° 4 7 drawing no. AND TO BE REVIEWED BY BUILDING OFFICIAL. STEP 4 CAPACITY OF SELECTED CGI S WINDOWS AND MULLION ° °° ° I'll °°°° MUST EQUAL OR EXCEED REQUIRED LOADS. ®®� ° °$°°e�, ��®®�7� N M 10 0 THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT o®® ®o/o 1 0 10 a a e�® sheet 1 of 7j 1 OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) 'A' FOR CAPACITY FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE 4 SEE CHART 'B' FOR CAPACITY SEE CHART------ TYPICAL USED AT ALL MULLION COMBINATIONS. TYP. SEE CHART 'A FOR CAPACITY (7) Z ce) (�N 0 Z -j ul 0 -j 2 4 D z IL 0--, :2 < < < cj U) V) to (n cq M z z 0 0 0 uj D La > MCf 0 0 X Z0 .5 N Wl W2 W1 W2 W1 W2 W5LL o �. z0FM Z M j Lu 0) FRAMES MAY BE FLANGE OR EQUAL LEG TYPE SEE SHEET 7 FOR FRAME DETAILS C/) LO 711 CD __j LO E3E :m LO 0 0 Ls J K) 0 Li NCl L.LJ ITI T- 0:� x F— <LL. Cyr) f CL EXTERIOR EXTERIOR EXTERIOR c: CL j -- —L=-- 0 u 0 T= rrr- WIDTH (W) Wl + W2 co LO 2 FIXED TO FIXED S.H. TO S.H. H.R. TO H.R. LLJ 0 -0 0) SEE CHART 'A' FOR CAPACITY SEE CHART 'A' FOR CAPACITY SEE CHART 'A' FOR CAPACITY C 0— LL- 3. LO. 0 0 0 LLJ cr C:)< Ld-j LLJ Q F— z CL (1) z 0 00 W W W m %/ %/ m m m LL- W V) (10 0 N F- Lij l'i LLJ 0 r 0 0 0 F << z 71 <z 0 0 I L wt6 io t 0 0 CL -0 z z z D 101 1 1 1 7ot >1 W1 W2 Wl W2 W1 W2 -0 ---------- Uj -.4- Z F 4-j00 NN 0 7� 0 —1010 —1 loll W Is <TMLO 0 r ro,0x. //AAA\ o C*4 04 C,4 0592 0 0 0 04 0 FF, FL p 0 O &Q., C %I 0\ "0 14-4 e- 00 E OF drawing no. qkk. EXTERIOR :Lh EXTERIOR EXTERIOR 0 ag-4 011".0 00 0 ® M10 01 0 L \ FIXED TO S.H. FIXED TO H.R. S.H. TO H.R. /I/, ll%k \ I(sheet 2 of 7j CHART 'A' DESIGN LOAD CAPACITY - PSF CHART 'A' DESIGN LOAD CAPACITY - PSF U MULLION WITH ANY COMBINATION OF SERIES SENTINEL MULLION WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS 0 1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION z M oho % MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE ® F CIO co cq 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 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 0 -j -1 / 2 . N 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 U a :226-1/2" 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 0 W N M 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 0. W 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 ~ Q 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 Ul Ti t� NM 19-1 8" 0.0 90.0 90.0 90.0 90.0 54" 90.0 9 85.5 85.5 85.5 90.0 90.0 90.0 G > M / m m 00 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 1 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 43 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 Itit W z Oj N u. 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 W 0 w - 90 0 60" 60.1 60.1 60.1 90.0 90.0 90.0 1 LL Z O M 19 1/8 77.5 77.5 77.5 81.5 90.0 42 mj 0 0 ZM - W 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 W M �.. 37" 76" 45.3 46.3 46.3 45.3 60.4 90.0 54" 55.3 55.3 55.3 81.7 90.0 90.0 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 rn LO 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 z V c(0 p C 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 - ,o `O 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 LO 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 O o 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 Q cl W v 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 o H Z3 to 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 � 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 49" 21.1 28.2 30.7 21.1 28.2 49.5 36" 33.7 41.5 41.5 33.7 44.9 78.4 M N j 84 _I 3 I 19-1/8" 40.0 53.4 59.6 40.0 53.4 90.0 42" 29.7 37.2 37.2 29.7 39.6 68.8 w O 26-1/2" 96" 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 z *c Z L� 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 p= o 24" 32.2 43.0 48.9 32.2 43.0 75.5 - w �Q . NOTE. 30" 26.1 34.9 40.5 26.1 34.9 61.2 w o- W MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION U ' OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS 36" 96" 22.2 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,E - 23.2 1 28.5 - 23.2 40.8 W W W m MULLION SPAN MULLION SPAN o_ F ~ N OR 2 ANCHORS AT EACH SIDE OF MULLS 1 OR 2 ANCHORS AT EACH SIDE OF MULLS _ z z z o 1 Q Q a o ALL OTHER ANCHORS TO BE AS PER aALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS WINDOW NOA DETAILS o 0 o a z z z Z) W1 W2 W1 W2 ter- Ln r O co 0 0 N N O (n O • - • � N NOTE - •� O O Q Q REFER TO PAGE 2 FOR OTHER COMBINATIONS. Q) CO: Q m o as c0;-'n'dyr9q wi;h'the.Florida 204 o By 592 O 0 1 1 ® O o 0 0 0 o ppn�n,,,, `� v ® ° Vo ° E Off °° �i2 � drawing no. WIDTH (W) _ W1 + W2WIDTH (Wl = w1 + w2 ° ° °2 ° Q �®�° D� 2 ®®�� °° ®® m 10-0 1 ®® Apo o ��®®® FIN FRAME S ®®oo § A ®®° FLANGE 0R FLUSH FRAMES /pQ pe® (sheet 3 of 7 CHART 'B' DESIGN LOAD CAPACITY - PSF CHART 'B' DESIGN LOAD CAPACITY - PSF u U MULLION WITH COMBINATION OF SERIES SENTINEL MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM SINGLE HUNG WINDOWS OR FIXED TRANSOM 0 1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION 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 Z CO c? 0 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 W N J 2 N D - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 IL '-s � 19 1/8 90.0 90.0 90.0 90.0 90.0 24 � 0 � 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 W N �.. 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 �j W 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 ~ U. 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 W. tjyM 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 > M o � X � o 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 0. p Q a 37 to 63 59.8 59.8 59.8 9 0.0 90.0 90.0 24" 85.5 85.5 85.5 90.0 90.0 90.0 0 °a 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 c Z O0 N LL LO 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 tD o 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 / mj a0Q j 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 Q 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 rn U-) 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 V (0 o 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 - w 3to 7" 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 CO Iiii-l"i 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 O o " O w 53-1/8" 31.4 31.7 31.7 31.4 39.5 63.5 54" 40.5 40.5 40.5 55.0 69.1 81.1 Q W 19-1 8" 63.5 64.0 64.0 63.5 79.8 90.0 60" 39.1 39.1 39.1 52.6 66.1 78.2 lam- L w -0 07 26-1/2" 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 CL c 90 %j Z N o 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 z �r" a, LO 49" 27.5 30.7 30.7 27.5 34.6 55.9 36" „ 41.5 41.5 41.5 43.9 55.2 82.9 N r j 84 w O � � 19-1/8" 52.2 59.6 59.6 52.2 65.6 90.0 42" 37.2 37.2 37.2 38.7 48.7 74.4 z ,II cn 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 z #C Z LL- Lu 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 V) p ., o 24" 42.0 48.9 48.9 42.0 52.8 85.3 T-0< � o Q w 30 34.1 40.5 40.5 34.1 42.8 69.2r- NOTE: 36" 96" 28.9 35.1 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 (INTERPOLATION BETWEEN WIDTHS ALLOWED) 4s" 22.7 28.5 28.5 22.7 28.5 46.1 W W W m _ = _ u- co cn r cn c o MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS o ~ ~ ~ N ALL OTHER ANCHORS TO BE AS PER o WINDOW NOA DETAILS _ _ = o C� U 0 QQ 04 /. O O O O (L W1 W2 z z z z) 11 Uj d � - L0 r- 7 r o N of L.Nri oO0 - 0 0 / � �/ ,/ •> O O DvAtdidg Cc D Ac-ceparacz T%k) p�q A�4f Ex 00, 0 z 0 lop ® N Bvo . �- i 0592 >, o ° o ® .1� a o / o m o �1N7 o Q o v c°� � � c o o -c -a N U 4 �° o O WIDTH (W) = ° W1 + W2 `- _�� o �° OF � �o drawingno. 2 °° R :wr rt o® °° ®�°°°° 0� ° c� ®®® m 1 0-01 0 o B o Q B D D® [sheet 4 0f ]' CHART To DESIGN LOAD CAPACITY - PSF CHART To DESIGN LOAD CAPACITY - PSF v 1 OR 2 ANCHORS .- HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL AT EACH SIDE OF MULLION (AT WINDOW FRAME) of FIXED OVER HORIZ. SLIDING WINDOW FIXED OVER HORIZ. SLIDING WINDOW TYPICAL o 1 ANCHOR AT 2 ANCHORS AT 1 ANCHOR AT 2 ANCHORS AT SEE CHART FOR CAPACITY WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION I- � 4� Z MULL TUBES MULL TUBES / \ "` Z CO N o WINDOW WINDOW TRANSOM MULL TUBE 1 X 3 MULL TUBE MULL TUBE WINDOW WINDOW TRANSOM MULL TUBE 1 X 3 MULL TUBE MULL TUBE _ \ cq D WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 WIDTH HEIGHT HEIGHT 1 X 2-1/2 1 X 4 1 X 3 1 X 4 0 ,��� (La � p 12" 90.0 90.0 90.0 90.0 12" 90.0 90.0 90.0 90.0 z \\� Q W N / \ cv XX• 18" 90.0 90.0 90.0 90.0 18 90.0 90.0 90.0 90.0 t- a W 24" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 52-1/8" 30" 90.0 90.0 90.0 90.0 36" 30" 90.0 90.0 90.0 90.0 W m 36" 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 0 M C " 0 0 90.0 90.0 90.0 90.0 0 a 42 90.0 90.0 90.0 9 42 � a � 48" 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 = tiff 00 0 � itZJN 25 „ ,f o /j /� W 5 LL 12 90.0 90.0 90.0 90.0 12 90.0 90.0 90.0 90.0 w 18" 90.0 90.0 90.0 90.0 18" 82.4 82.4 90.0 90.0 z_ // // Z p 2 M 24" 82.9 82.9 90.0 90.0 24" 76.4 76.4 90.0 90.0 mj Z t� - w < W 0m) 73" 30" 74.3 74.3 90.0 90.0 52-1/8" 62" 30" 72.2 72.2 90.0 90.0 36" 68.1 68.1 90.0 90.0 36" 69.3 69.3 90.0 90.0 42" 63.6 63.6 85.0 90.0 42" 67.4 67.4 90.0 90.0 N rn 48" V) 60.3 60.3 77.5 90.0 48" 66.4 66.4 90.0 90.0 WINDOW WIDTH z 0 12" 90.0 90.0 90.0 90.0 12" 64.2 64.2 85.5 90.0 rn 18" 90.0 90.0 90.0 90.0 18" 57.7 57.7 77.9 90.0 w 2 1/2" 3f, 4it L- o 24" 90.0 90.0 90.0 90.0 24" 52.9 52.9 71.6 90.0 O 52-1 8" 30" 90.0 90.0 90.0 90.0 73" 30" 49.2 49.2 66.2 85.5 Q W X 36" 89.4 89.4 90.0 90.0 36" 46.4 46.4 61.6 80.3 -O o � 42" 86.3 86.3 90.0 90.0 42" 44.3 44.3 57.5 75.7 CL Iv =N O 37-3 g" 48" 84.8 84.8 90.0 90.0 48" 42.2 42.7 54.0 71.5 z j0) / co LO 12" 90.0 90.0 90.0 90.0 N to ' w 03 18" 78.3 78.3 90.0 90.0 -OLO 24" 69.7 69.7 90.0 90.0 z Z�- 'w^ '- U") ff f, O ',.......'... 73 30 63.5 63.5 88.0 90.0 O � O u 36" 58.9 58.9 80.0 90.0 w 0 0- w 42" 55.5 55.5 73.3 90.0 ~ U ~ x w 48" 52.9 53.0 67.6 90.0 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 �i v � c� 24" 90.0 90.0 90.0 90.0 w m w m U) cn 36" 30" 90.0 90.0 90.0 90.0 N04 36" 90.0 90.0 90.0 90.0 FIXED OVER H.R. ° - � o � o Q W W Q 42" 90.0 90.0 90.0 90.0 � � Q U 48" 90.0 90.0 90.0 90.0 o CL o � 12" 90.0 90.0 90.0 90.0 z z 18" 90.0 90.0 90.0 90.0 EVISFD 24" 87.3 87.3 90.0 90.0 'R O- �= � Q) 7 7 7 ,f 00 ff ff ds r Y U>- C) r N N O 52-1 8 49-5/8 30 81.8 81.8 90.0 90.0 _ I o � �i/ O � NuilO O 18- 1 36" 78.1 78.1 90.0 90.0 .1�� o Q m o 0 -ivati D',42" 75.7 75.7 90.0 90.0 E' c- 4®pppdO�DOp��O® 48" 74.5 74.5 90.0 90.0 By p�q Product 0011111trol ® " 75.3 75.3 90.0 90.0 ®® �° 12 © ° 18" 66.5 66.5 90.0 90.0 ® o o " 60.1 60.1 82.7 90.0 0 t o.�70592 ° ' 24 73" 30" 55.5 55.5 75.6 90.0 [ � t., ohi o v s _ 0 36" 52.0 52.0 69.6 90.0 o �® 42" 49.3 49.3 64.5 85.9 0 °° s OF ° A ® drawing n o. 48" 47.0 47.3 60.1 80.6 ® � °°°°°Q °°�\ ®® � °°°R �°° ®® M10 01 ® D0000aooe® sheet 5 of 7 EDGE DIST. TYPICAL ANCHORS #8 SMS 0 1 OR 2 1-1/4" MIN. WOOD EMBED --- v Ir- OOD BUCK 1 OR 2 0 2BY W 1 BY AT EACH SIDE OF MULL(AT WINDOW FRAME) METAL OR I WOOD BUCK SEE SHEET 3 & 4 STRUCTURE AT EACH SIDE OF MULL o WOOD STRUCTURE SEE SHEET 3 & 401 d- I FOR. CAPACITY z `— a . ® •a a ',� FOR CAPACITY Z 00 j ° ° d °' ., a• : °' ° d ° a °' co EDGE DIST. EDGE a ° EDGE DIST. N ® Z M � zo ° a ° . _ Q d- DIST. N =, d a to ° I ° W (D ° _ � 2 N a a r - 00 0 W N LuFu I L Ld Q Q ¢ Q Q VNM r :I :I C I I Ij �j 0 aoo rl �� (D i I TYPICAL ANCHORS TYPICAL ANCHORS I j i l co (D I TYPICAL ANCHORS I I II z p N I i 1 OR 2 1 OR 2 I I AT EACH SIDE OF MULL AT EACH SIDE OF MULL 1 OR 2 LU ti I I SEE SHEET 3 & 4 SEE SHEET 3 & 4 AT EACH SIDE OF MULL :I :I LL Z M I I FOR CAPACITY FOR CAPACITY SEE SHEET 3 & 4 .1 . 0 Q j I FOR CAPACITY a M w I W 0 N I I I I I I I i WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. N I0) I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM z v 0 AND TRANSFER THEM TO THE BUILDING STRUCTURE. I M •, I I I j FLANGE, FLANGE ADAPTOR AND 0 0 I TYPICAL ANCHORS: SEE ELEV. FOR SPACING FLUSH FRAMES CAN BE USED Q O w I i AT ALL ANCHORAGE CONDITIONS. o � X 1/4 DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) uj -Q U I 1/4" DIA. U LTRACON BY 'ELCO' (Fu=1�� KSI, Fy=155 KSI) 8 SMS (GRADE 2 CRS) =N i INTO WOOD STRUCTURES FOR FIN FRAMES 0 N LY W INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �� � N� LO � z 1-1/2 MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 1-1/2 MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) J 0 I �y o 1/2" MIN. EDGE DISTANCE z -0 � �; I I -i THRU 1 BY BUCKS INTO CONC. OR BLOCKS z � z� W I I •— [--� I i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMS) 2 3/8" MIN. v 0_ o 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) W _ o W I I W U 0— w i I DIRECTLY INTO CONCRETE OR BLOCKS �- 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) \ I i 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) I I 2 3/8" MIN. I I cn #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) z w m W m INTO METAL STRUCTURES (HEAD/SILL/JAMBS) \ � o I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE \ c a ry N I I ALUMINUM: 1 8" THK. MIN. (6063—T5 MIN. \ Co o �, / ) \ _ z Of I I STEEL: 1/8 THK. MIN. (Fy = 36 KSI MIN.) _ _ _, (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o CI- CL I I WHEN USED THE MIN. WOOD i ( z m W D I i TYPICAL EDGE DISTANCE BUCK DEPTH SHALL BE A/s". >1 INTO CONCRETE AND BLOCKS = 2-1/2" MIN THE USE OF DEEPER OR 6 In I INTO WOOD STRUCTURE = 1" MIN. °' 0 M 7 7 n M I I BEVELED WOODBUCKS IS .o a r N N O I I INTO METAL STRUCTURE = 3/4" MIN. PERMITTED. '> 0 0 I I I 01<1m,01C)l j I WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. p ?.4: s = CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. Fq j C-90 HOLLOW FILLED BLOCK AT JAMBS f m = 2900 PSI MIN. � ®® PP.°°0. a ®® I I ®® D °°qO ® 1 II A I N _ . ° \ a° y ° ®. 0592 ® .. a EDGE D-cmIST. ' = FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. o .® ° a a d- cn o a o a a z ' ALSO APPLICABLE TO SINGLE DUNG AND o TE®F �o drawing no. TYPICAL ANCHORS O ° �® 9 a . , I 1 OR 2 °°°° Q �p®�°°°° D�® HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, ®�� °°° .° ®® mlo -01 ' a LAT EACH SIDE OF MULL ®®® �D � ®® SEE SHEET 3 & 4 /® O Q� ®®® FOR CAPACITY EQUAL LEG OR FIN FRAME CONFIGURATIONS. //Jo u pe®® (sheet 6 of 7j. 00 1.583 M, .812 .500- 1.301 %J -- - 2.505 o 2.737 0 .065 ol "N 00 Typ. -1.450- co .065 .065 .065 C'3 Typ. Typ. 180 0 ko 0 z TYP. W cll� C?Llcm -i2.505 2.4403.175 2.505 W -j 1.745 .811 3.675 550. 1 F.050 clq Z) 065 0 1.335 1.429 2.613 (L LO 1.015 .745 -=*--. 0 Typ. 0 -Wj c 4 > 1.015 a t= LL .995- .745 1.000 n m tb- .500 1.995- -2.846 1.000 .991--1 W vq 0 > m -2.505 3.237 m M 0 a SERIES 130 SENTINEL H.R. WDW. FLANGE FRAME HEAD H.R. WDW. FLANGE FRAME JAMB SERIES 110 SENTINEL SERIES 120 SENTINEL 0. < FIX. WDW. FLANGE FRAME S.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 0 NCGI-118 CGI-136 CGI-135 CGI-137 CGI LU-139 CGI-109 J01%M LL La W 0 LL z 1.301 1.583 -2.737 1 . M .812 mj a .1 4( WM � ul.065 u .065 2.505- TYP. TYP. 065 Typ. 065 C-4 2.613 0) Typ. 2.440 3.175 1 1 0 LO 2.505 2.505 c M I C) 1.429 1.550 1.015 1.680 0) 1.335 E: .811 v 1.245 1- 0 .745 .065 0 n Q W .745 TYP. .500 .050 rl �.995 .2.346 C=l - - - .395 1-- ?� 1.0 15 -2.505 -2.737 -0 C/) Lz 0- -1.495- c SERIES 110 SENTINEL SERIES 120 SENTINEL 0 N C:) H.R. WDW. FLUSH FRAME HEAD H.R. WDW. FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME SILL H.R. WDW. FLUSH FRAME JAMB Lrn O SERIES 130 SENTINEL S.H. WDW. FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME HEAD CCI-101 CGI-1 16 3 (0 FIX. WDW. FLUSH FRAME FIN ADAPTOR . 0 CGI-102 CGI-100 cr) CGI-1 19 CGI-1 10 -0 LO C Lj- LJ U) 1.015 1.015 cn p 0 CD LU = 1.140- Of 0 <- 1.140- LU () .065 3.930 .065 -r -r U- 4.430 Typ. Typ. co m m r- 3.185 0 M 0 - 2.885 2.885 C- -r m 0 3.685 o �- N W L.Li W 0 G (5 0 z z z < < < LL, M r -r !;� (7) C) C) 0 0 Q) 0 0 0 CL v -0 z z z D 440-. >1 2.440 1.1 2 -0 SERIES 120 SENTINELcn SERIES 120 SENTINEL H.R. WDW. FLUSH FRAME SILL 07 C� N 0 SEV .2 -#-j 0 0) u-) 00 ?P,0DUCT REV' W -00 m C� H.R. WDW. FLANGE FRAME SILL CGI-1 13 ying Wilh -5: -� 0 0 a-13,COMPI a) 0 0 CCI-138 Bulwag CO& • \L-/Qc:1<I m I I NO AeceptMce %9 11 1 D ------- 11-Y 000 E \I%r,, 0 lop N�AV 0 0 0 0.70592 0 a C== 0 Q -C 0 4::p 0 0 410, 0 0 0 E OF drawing no. 4e F 0 0 &l-1 0 �- 01" R11P�, 0 0 , \ M10-01 AL el\\\\ sheet 7 of 7j,