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Product Approval
I r MIAMI- 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.miamidadg.gov/econoniy CGI Windows&Doors 10100 NW 25th 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 (S.M.L)",sheets 1, 1.1,2,3,4, 5 and 6 of 6,dated 01/30/10,with revision F dated 04/10/15, 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 and renews NOA#14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0413.03 �IIAMI•DADE COUN Expiration Date: September 22,2020 fly)j� Approval Date: June 25,2015 1 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 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.B. 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®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along.with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC, Test Report No. RTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.13) C_J Manuel ez,P.E. Product Contr 1 aminer NOA No. -0413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous 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 ButaciteOO 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-5" Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. Hn-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 I. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Alumimim Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Vawa� Manuel PerK .E. Product Control E . er NOA No.15-0 3.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-2 49' 0. 49' 4 V tai FLANGE WIDTH BUCK MOTH FLANGE WIDTH TYPICAL ELEVATIONS 0 .. D.L.oPc. '� � D.L.OPO. D.L.OPG. 6•MAI(. 1B•vAK. 3 HEAD/ A 3 sxoRTER Al �k Te• n CORNERS SIDES Cp ST�2D .p,- ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. a o E m SEE SHEET 1.1 FOR FIN FRAMES. C 0 cyc I li 1 h 5 m� I L V G N LL II II II II $ II II od<; II II II I II II o a w_ I m� II II Cl II II II II c II II II II II II � 3g __JL_____11____ __ J 1l___ 96' = __#=_== BULK REAGIN C3 ii i ii �, ii ii ii JW IE �� II it �� D.L.OEC. ^a V a __—�'_____ir____ m � --- it ii____ m u J -II_____Ir____ ^9A �o• � li I ----------- r ii ri ii '3 -----------LL____ Bo m __ ------ 1LL____ y------LL--- -- r----- ---- �9N -=fir --- r--- u u u n u n n II li i „ii ii u Q Op w R J II II JL/__—I II ¢ G Ar- IF Ld ITT FALSE MUNIINS _ O n (SURFACE APPLIED) 18 NAIL 6'AIA)L TB•WdL �� fy. 2 iE�.. ERS OPTIONAL SHORTER F6AD/SILL SHORTERSIDES SIDES CORNERS SIDES FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME W.WIDTH v k WIN00,�WID1H WINDOW WINDOW WIDTH.I WINDOW WINDOW 1- -I O SERIES 130 SENTINEL ALUMINUM FIXED WINDOW r "1 r FII r— , F I I I I I I �J �S TdG DESIGN LOAD RATINGS FOR THEE WINDOWS TO BE AS PER i i I I DD o•p CHARTS SHOWN ON SHEET 2. � I / I � � I 'G I j I o F gap APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS I I OF FIX./ X.OR FIX.WDW.WITH OTHER MIAMI-DAVE COUNTY L J L— —J o 3 3$ APPROVED WINDOWS USING MIAMI-RADE COUNTY APPROVED MULLIONS ar S S D IN BETWEEN. I' WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W�_ W7UM. DAri1TE OPENINGS: LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL I I �� rr� -,I D.LO.HBCHT BUCK HEIGHT-00" f" WILL APPLY TO ENTIRE SYSTEM. r— -I r— —, D.LO.WIDTH-BUCK WIDTH-3.00' Ir I I LAM. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE JI II ]� �J INSULATING LAM.GLASS s s a REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY I HURRICANCANE ZONE(HVHZ). o LARGE MISSILE IMPACT WOOD BUCKS BY OIFERS,MUST BE ANCHORED PROPERLY TO TRANSFER I I SMALL MISSILE IMPACT o 4 LOADS TO THE STRUCTURE O,y;4VA0 AHNAD b L J �y FRODUCrRBVISED 7 ANCHORS TT TO BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS 'o EMBEDMENT TO BASE W1ERlAL SHALL BE BEYOND WALL DRESSING OR STUCCO. GN/]0592 BWldi 9C�od��'� ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IN—. Aoxplmlm ANCNo/5-041 a b NOT PART OF THIS APPROVAL SHUTTERS ARE NOT REQUIRED. M 205 �ellm Dvic A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ny drawing no. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS,THAT MI.- LLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Mian doT d.d C—,l W�Q—OZ COME IMO COMACT WITH OTHER DISSIMILAR MATERMLS SHALL MEET THE VERIFIED BY INSCRIBING PICTURE WINDOW SWIPE WITHIN SQUARE OR RECTANGLE AS REQUIREMENTS OF THE FLORIDA SLOG.CODE. SHOWIN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheet 1 of B 88- BUCK HEIGHT D.L OPG. g e a N Rp I' II I G _I I _-� N N II II II\\\\ 'II.. 3� � ��• II li i� it SD7NGM JAMB �I SIDES 96. CORNETS A%Fi BUCKHDGM �To3 DL OPG. �84 f iF s z a � 18'MAIL 6'MAK. N �� SIDES JAMB 9DE5 CORNEAS 96' BUCK HELM D.L OPG. II II jl ly' �I II II+\X\ II II NN i 18•M4K C MAK fig• SDLUGM .LWB g m BUCK HEIGHT SIDES CORNERS L I tr � II II qeB� m Yv�'�C li II Or �u II m m1« 91No-le revlsmRs: —ES SE)MNEL 170 ALUM FDO WIDOW(LMJ.)(S.MJ.) ALrFARGGQ CORP. N E RO a esCO IOR ENGIN EERS&PRODUCE DEVELOPMENT :m« 1/Z•.1'-9• c m.le.11 x9 cwn9c � CGI WINDOWS & DOORS =I!I G.W.87 AVE a.ey: 6 91x1.1. uvwrz9 to�9w FBC 70100 N.W. 25TH STREET MUUMI,FLORIDA 93174 MIAMI, FL 33172 IEa.CM1672C�Y300 FAK.1906]4626BTe N e cM. i w.l0.0 xo mN¢[♦re srtR TE..(305)593-6590 FAK.(305)593-6592 COMP-ANL W70-02CW g» w f5 . . . . ;k£S"' ,:S N a �� e) Y b Y°1�8� b 1. b o b u u Fe b b o L u o b b v yy �d L-h S S S S b S S S b S S R ip b o P o b 0 0 o p o p aa o o p S a o S )a S S o S P b S S S a p o o P o 45 S S S S S o I g _ u5y�m�=�S�\p\�=-SS�m= &`���=,�&Y,_m L la'm`s S g mV,13,0 b'f.',�CS m L u b obb o b b -- RCi -b SSAmSm8 � �b Sb Sb lab o b b^3z4 �N oS�ST8SSS b o b b b bS8 °yoe �n sass= Z!ssssya�sss��ssaa _�_ oo �� a p$ ci w p a g o mp o oa o o b b a p o o m b �OpZ lip ,_w, A € 0� m m A—w o u a amm ot_w-to revisions: x gp65 ,,,NEL 130 ALUM FUM WINDOW(W.I.)(SAEl) AL-FAROOQ CORP. m £ e o NO et wes np i A]9F11 ENGINEERS d PRODUCE DEVELO—M ro O' O o+9.+o.n xo CxrwE txs SxElT F.) WINDOWS & DOORS 3215 sw.av nvE f I o-,er E m.a+.ta UPO tE9 fo m+a EBG 00 N.W. 2$7H STREET MI Mt,FwR)Dn sv3va C ° O I, FL.33172 m.tsos)aesssDo i—Pos)4G26i- 593-&490 FA%.(305)59}E591 COMP-ANL W10-02001 4 3/16•ANN.GLASS 3/16'HEAT STREN'D CLASS .075'Inlerlg4r 075•Inl°rlger oo�, Sof..CP With PET Cora Son.CP With PET Core o p'Eoot,nan Chemlaal Co.' BR'Easiman Chemicd 090'IntaHayer 090'Interlayer Saflex Cleer Md Color Glano Sono.Ckar Md Color Glms p 0'Eastman Chemfcal Co.' Dy'Footman Ch—kool Co.' .090'Interlayer .No'Interlayer jy DuPont SentrAlm DuPont SenIOGku, 4 By DuPont Oe Namoum&Co.,Inc.' 0'El.DuPont De Nemours&Co.,Inc.' q�pI 090'Inw y., 090'Interlayer DuPont Butadta PVB DuPont BWodte PVB By'El DuPont De Nemours&Co..Inc.' By'EI.DuPont De Nemours&Co..Ina.' Q a �d0f1 3/16'HEAT STREN'D GLASS 3/16•HEAT STREN'D GLASS p' SILICONE ' I jI it SI 12W w f j° 1 Ij II GE 1200 E} OOW CORNING 899 n° k3 I DPN CORNING 899 0 DOW CORNING 995 III�� DOW CORNING 995 0 a 3 a 3 lla. M5 AT 1/4 POINTS ON TITES NS AT 1/4 POINTS ON UIES N yT MOM THAN 36' WIDER THAN 38' a. WR GLASS TYPE'C' GLASS TYPE'D' � O w ... 7/10.OVERALL LAN.GLASS7/19.OVERALL IAM.GLASS U �N o 3/16'ANN.GLASS 3/16'HEAT STNEN'0 GLASS 3N"yX 075'Inledgqee OIs Inlenoye Oj O nl San" r WiN PET I C SaR°A CP Wlh PEE Core Z 3 S{ p'Eaetmon Chamieal Co.' 'Eostman CheMeal Co.' 3 z,� OR 090'I2 terlaye So InleHger 0 SaRox Clear Md Calor Glass SaRat Clear Md Color tlaoe J/8'A82 SPACE a'Eoetman Chamlaal Co: By'Footman Chemkol Co.' D} U .080'Nted 3/8•AIR SPACE OR qar 090'IntMayar DUPonI SentryGlao DuPont Sentry;1" SILICONE 200 3/16'HEAT SrREN'D GLASS By'EI.DuPont Oe Nemours&Co.,Ne: By El DuPont Do No.—&Co..Inc' ��'m' OCD�1CO OR OR zCORNING 899 090'4Aarlgor 3/16'HEAT STREN'D GLASS 090'1 tarlgar WCORNING 999 Pont Butaate PVD DuPontButacRa PVB'EJ.DuPont Da Nemours&Co.,hm.' ByEI.DuPont De No—&Co.,Inc: Wo4�3/16'HUT STREN-D GLASS 3/16'HEAT STREN'D GLASS94SwCONE F SILICONE a 4 4 GE 1200 GE 1200 S ! DOW CORNNG 899 i iii DOW CORNING 899 SILICONE OON CORNING 995 1 I.I DOW CORNING 995 BE 1200 _ Cs Yt Ij yu Yt I 11�i DOW CORNING 899 e DOW CORNING 985 %L EDGE SPACER XL EDGE SPACER — �� ! If ST.STEEL BY'CMDW i� y!' ST.STEEL BY'CARDINAL' @ c E4 !j I OR E40 GZNG L OR PTTONAL LAIDgl'A] DURASEw BY'OU.WfOC OURASEAL BY'OUANEX' C�g3S TYPES'Cl' a OR a OR _ SUPER SPACER BY'GUANEx' SUPER SPACER BY oUANEK' JAYAO ANWD 0 o Fy ' ®RODUOjnq,Vn LM o IUS AT 1/4 NTS ALL SIZES W Y5 AT 1/4 P HTS ALL SIZES MT059z tlJi g'Cod �O ifaAda a . IAa ePUmmtVo/5 D 8 d GLASS TYPE'CI' CLASS TYPE'➢1' Ds Imlian Dme q 1'OVERALL INSUL LAN.CLASS (L.M.I. ONLY) I'OVERALL INSUL.IAM.CUSS RY draw'g O. (S.M.I.) MAY0 20 IN ORDER TO QUALIFY FOR SMQl MISSILE IMPACT RATING E%TMOR PLY OF GLASS TYPE'Cl'&'D1'MUST BE TEMPERED. sheet 3 of 6 J TYPICALDISTA SNC CONCRETE AT HEAD,SILL OR JAMBS 1'e-3000 PSI MIN. p '.0 TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY- 2-1/2'MIN. G-90 HOLLOW/FILLED BLOCK AT JAMBS V.-2000 PSI MIN. FLV r ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE= 1'MIN. o INTO METAL STRUCTURE-3/4'MIN. J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTD CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS a d FLANGE FLANGE MCAL CHon FLANGE 1/4•VAX. FLANGE e Ali OR WOOD BUCK FOR SPACUIC AI01S MEIN. �0 p j' WOOD SIR iYRCAL`C� STRUCTURE a a Q Q ii li M2 $ FOR SPAGNO Y2 TYPICAL ANCHORS 0 a b C u © Sx O I O FOR 5PACINC SEE E16V. EI I -V awelE� ` Et v. IFOR SPACING ji li • ^ W000 BUCK h E1 F3 N R O 1/4'MAY s• Y EQUAL LEG _EQUAL LEG EQUAL LEG E2 EQUAL LE28Y WOW BUCK G r� o nh^R METAL 61 j jl Al w snalCluRE C1 � snsucnnu E4 I'" u2 wpimElEvANCHORS FOR SPACING Y M3 .. .. .. .. .. .. E2 • S' M0 S2 TYPICAL ANCHORS. ' g II it SEE ELEY. m •+ _ li II FDR SPACING E3 p , V --SEE AL ATiCN0R5 M2 ' o Fey 3 u�3. O. IBYI SFR SPWACINC II ii TSEEYPE�� ORS q 3 3 a V WOOD Bua 1!2 a z WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 5 3 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE EiE.FOR SPACING B14 SMS OR SEIF DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4'DIA.TAPCON BY'TTW' (8,=120 KSI,FY-92 KSI) INTO METAL STRUCTURES _ 1/4'DIA. ULTRACON BY'L7C0'(Fu-177 KSL Fy 155 KSI) STEEL: 12 CA MIN. (Fy-35 KSI MIN.) En ,IAy. PRODUCTRBVISED qi INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ALUMINUM : 1/8'THK.MIN.(6063-TS MIN.) ctn L.rasvx mcomplyingwiVr dm chide ! 2"MIN.PENETRATION INTO WOOD (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) / e CAN,] Ovilding Code n �, AttePlrore No)r7'�19 1 �' THRU 1 BY BUCKS INTO CONIC.OR MASONRY #14 SMS OR SELF DRILLING .KEYS (GRADE 2 CRS) B.IrelivnDMe '� < E 1-1/4'MIN.EMBED INTO CONC.OR MASONRYBy o INTO MIAMI-DADE COUNTY APPROVED MULLIONS(MIN.THK. .090') Mlofnl rac Pro u<1 Mot drawing o. DIRECTLY INTO CONC.OR MASONRY (NO SHIM SPACE) MAY 20� w�0—�2 1-1/4"MIN.EMBED INTO CONC.OR MASONRY sheet 4 of 6 TYPICAL INSTALLATION DETAILS ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 0 i INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALAMON DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR ° STYPICAL EE EIEV.ANCHORS 1/4'M . Quryzi j A % LL 2BY'W000 BVCI( FOR SPACINOUETAL S IIIy.-- V 1Qr 0 i ii 0WO0p SIRUCNRE TYPICAL ANCHORS I STRUCTURE a y�yqq�R m EJ :I!I y2 A3 FOR WACWO TYPICAL ANCHORS �S PACING w f I EB . YjIGJ:A4NbRS E3 !j I,I U2 . �. I SEE ELEV.• ii it �_v: wt ° 91BY FOR SPACA'0 li li JE T w WOOD BUCK EB Q F] 57 O w 2 J/B'MM. /�4�' BUCK HDOHf 1�•rP—7 � I_ �N o 6* N � NOT BY CGI DO STRUCTURE 1/2'NLN. 1/2'MN D{ 0 31.1 m n E5 Z 22J ___. E2 C'2 Li ;0�r FIN FRAM E M2 CAUUGNG o j TYPICAL ANCHORS: SEE ELEV.FOR SPACING SMS (GRADE 2 CRS) TY INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN.WOOD 1-1/4'MIN.PENETRATION INTO WOOD BUCK DEPTH SHALL BE 235'. 1 THE USE OFD EEPER OR ° BEVELED WOODSUCKS IS g}u} PERMITTED. HOUSE WPAP EXTERIOR " 3 b NOT BY CGI m4S§4 EIUGIR WIORI BUCK WIORH IM ww-DARE COUNTY I I MIAMI-DARE COUNTY APPROVED I I c^a n I� �I APPROVED MUWON I�MUWON D MULLIONANCHORS �I n 3=^0 3 1 I &MUWON ANCHORS II SEE SEPARATE NM II !I SEE SEPARATE N0A 4SEE JFn1r:AIV m ODUCr REVISE°1Y0,15 IlYARWiN Un Flaid4 EaACD4L ___I TYPICAL ANCHORS sPACRNc Ali DadePmducl n 1 W10-02 X14%1'SMS. shoat 5 of 6 I 4 i �F--2505 ITEM PARIS 071A WOW. E MANIC MATERIAL YANP.jSVPALERjR£.NARkS y E1 CGI-1 i0 4/WOW. FLANGE FFAA(E 6063-T6 � IoI [068 E2 C 119 4/WOYt. FLUSH FRAME/FIN FRAME 6063-T6 O FS MI-121 4/WOW. GLAZING BEAD(LAW.GLASS) 6063-Tg - L995 2 E4 CGI-123 4/NEW. GLAZING BEAD{LAM.INSUL.CUSS) 6063-76 4 J .995 065 ES CGI-110 4/WDW. NAIL FIN ADAPTOR 6083-TS TOP. E6 CGt-109 4/WM FRONT FLANGE AW'TOR 6083-18 d yq M7 CCI-J82V AS REDD, GLAZING BULB VINYL PvC DURCMETER 75-8a SHONE A I.MS M2 CGI-124 AS REOM SCM COYER-OPTIONAL PJC EI MJ C04-412 AS RE00. FLUSH FRAME COYER FLANGE FRAME M4 OPIWNAI. GUZAk;ANGLE{t x 1(2 x 1/87 6063-75 y a Q L6 - 2/IRE SEIRNG M"I'S FPOM DUROMEfFA 8515 SiiOAE A Q A�`a 2505�• 52 IIO x 1-1/4- 2/CORNER ASSEMBLY SCREW PHL PH SNS ST/ST Iy�93 1.495 bit a w:i E .995 .a83 ttP. 1.335 v� Os FLUSH FRAME/FN FRAME }J} ILII I-- I Y 3 n C) R 3 N WMADED JOINT aI AT BIOS to 7.184 rA^. 3 �7 O GLAZING BEAD(LAM.GLASS) C, ZZfi.n'. --I .i2o oma.. .995 OSO 1.000 125 TMP. 1.184 500 ❑ OCLAZING BEAD(LAM.INSUL.GLASS) GLAZING ANGLE(IAM.INSUL.GLASS) CIRCULAR WINDOWS o y31 n 1.1 1-.065 b vY II I 1.450 REGI.{!R SQUARE WINDOWS z 180 sso I.68a 550 .oso —{ TXP CORNER DETAILS •• __ ,_, `so a5oL "s a 1.391 E5 NAIL FIN ADAPTER Es FLANGE ADAPTOR Fier dAVG�Alou.D PRODUCE REVISED „ �1595� 1.719 � � M�y 792 as �PtpiagwfihtAe Florida o � CA 7838 Uuading Cah x, t6a ActvmtteaDaml 0� � 8 fi�za S s � L �1 zn)s DY _ 090 OBS 'O50 1.687 W 0 02 O FLUSH FRAME COVER M2 SCREW COVER sheat 6 Ot& r M IAM I-DADS 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.miamidag2.gov/economy CGI Windows&Doors 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 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 C dated 04/10/15, 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#19-0915.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0512.10 MIAMI•DADE COUNTY Expiration Date: September 22,2020 Approval Date: August 06 2015 Page 1 CGI Windows &Doors ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB, dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer, Duraseal® and Super Spacer(V 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) Manuel V12.10 E. Product Controer NOA No. Expiration Date: September 22,2020 Approval Date: August 06 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition(2014), dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous 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 "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110"Aluminum Single Hung Window- L.M.I. approved on 02/05/15 and expiring on 09/22/20. ManuelP.E. Product Contro512.10 finer NOA No. Expiration Date: September 22,2020 Approval Date: August 06 2015 E-2 53 1/8' 52 1/8' 52 I/8' U v FLANGE WIDTH BUCK WIDTH BUCK WIDTH �� o 47 7116" 47 7/16'. 47 7/16' .l m 3 D.LO.CFlX.UTE) FALSE MUMINS D.L.O.(FIX. FALSE WUNRNS D.L.O.(FIX.LRE) n (SURFACE APPUED) (SURFACE APPUED) 0 1; ry zd 6'MAX. 20W9/Y16'## OPTIONAL 5 1/2'MAX. 20 9/16'## OPDONAL0 9/18' NA%. 5 1/2'MAX.NACMAY. a n e o HEAD/SILL HEAD/SILL HEAD/SLLL Al HEAD/SILL HEAD/SILL HEAD/SILL (�O CORNERS ( CORNERS a CORNERS ] o D II II � II II I I II 0 V W t0 ii 5 D a> D Q 0Aao / J B I II n J 61 II li ; 11 it a 3 s Yt5 II %/ li . r2 II II �o n p 4 it ii 6 ii ii ] ii ii 3 0 W O 47 7/16' 47]16' FPLSE NUNTINS N h✓`N o / (SURFACE APPLIED) 47 7/76' 3 N" D.L.O.(VENT) D.L.O.HENT) OPRONAL D.L.O.(VENT) C ¢o 0O M r 50 1/4' S0 1/WI4' O= ' VENL WIDTH VQ4T DTH VEIN WIDTH E O FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME L)o� TYPICAL ELEVATION � I SERIES SENTINEL I10 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. d** e¢A APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN o S 2 16' `u OF S.H./S.H.OR SINGLE HUNG WDW.WITH OTHER MIAMI—DAOE COUNTY SPACING EXCEEDS 20 9/ gg APPROVED WINDOWS USING MIAMI—OADE COUNTY APPROVED MULLIONSm 3 q IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY To ENTIRE SYSTEM. LAMINATED GLASS o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS > a$3 REDUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVFR). LARGE MISSILE IMPACT CT WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER SMALL MISSILE IMPACT TO THE STRUCTUREANCHFn9n JAVAO ANAIAD CML PWRODUCT REVISE EMBEDMENT SHALL BE AS MATERIAL SPACED AS SHOWN ON DETAILS,ANCHORS C FU. />0592 Plyi,g wwh the Plollda EMBEDNEM TO BASE NATEfiV1 SHALL BE BEYOND WALL DRESSING OR STUCCO. CA 7536 A,ildin6 Code o $. ANCHDRING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE AenP eoeNa/5-0512!Q $ $ �' NOT PART TMS APPROVAL !UL ZOti A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.JATEBY drawing o Mia DaY odum n. COME INCLUDING BUT NOT MINTED TO STEEL/METAL SCREWS,THAT COME IMO TS OF T E FLORIDAOTHER DISSIMILAR WITTRWS SHALL NEEP THE Ch—..t of 9 REQUIREMENTS OF THE FBUILDING CODE 4 e uAt.Lrm IDNDows urn:uh ores WDD>Dn �U s DF90N 1DAD-um-PSP Dmv MID W,,=-PSP PW�Ge 0116. HotK DDls 01J9}YP9'1'k'11'CLL9 T7PP9'B'k7A' PLAICE D06. BUQ➢IKS. TOP CIAS'fYP9'L'h'11'0119 T7PE4�'A'al• WIDM IpYi(! R'aRK MDOxf D°.(«) INE(-) EK7.(a) IM.(-) MAYA "D0x7 MDIM "IF •A'➢OL BM ) 2 t9-1/e' to-t/e• 73A no W.D 55.0 S 1/e0 7e0 ss-1/e• 75• !e-1/a• RA 75.0 20-1/2• za-1/Y 7" no eO.D es.o 10• 79• Ie' 79• 3a-1/{• n.0 ]s.o 90.o asA O 2 7( 6 37• n' 30• 1• 754 75A no 0.0 25-1/2' )54 BpA 85.0 II.Qi!]WWW .F1t F 19' b' 7940 n0 no no J1• 30• FJ-5/e' n0 n.0 BOA BSA L 57-1/B• a2-1/e• no no no WA 33• et• 32• e4• BO• n,0 ]5.0 ISS-1/B' 18-1/e• 75A ]s0 BOA no 3T 3fi• 53-1/2• 75A ]5.0 80.0 &SA a O 26-1/2• 23-1/2• ]5.0 79.0 BOA BSO 43• 12• 1a-1/a• 75A JSA BO-0 95.0 FF SY SB-3/a' Je• -Ile Iso no 60A M. � O n Is' Ie' 7xo 739 ma e10 0 o d V?o 93-t/B• u-1/6• 7. no BOA Ba.O VADTH `� p a Q a g I9-1/B' to-t/e• no MO 80.0 89.0 26-1/2• 29-1/2' no no BOA nQ Ia m p° .P' 50-9/9' 36' {9-S/0 75.0 TSA no B'AO w h e° l9' N• no n4 WA no IL$Y)F U 53-I/8• 52-1/a• 75.0 no no no J a T Q 18-1/e• 1e-1/e• no 710 BDA noQ�hf� 26-1/2' 25-1/2• no no WA no u O T' 11• 79 JO' 82• .0 730 %0 9s0 s �2E ^ a3-t/6• sz-1/a' nA 7s0 80.0 BSA 19-1/6' to-t/9• no 7S0 60.0 Ba.o za-i/z• z9-1/2• 754 no MAD e9.0 Jr n' 30' la' 75.0 n0 00.0 BSA 3 O 3 19• IB• nio no no 95.0 UNEQUAL LITES (ORIEL TYPE) 3 0. BJ-1/B' s2-1/8' n0 no OO.o BSA Z O I I6-t/a• 18-1/a• no 7" no BSA 28-1/2' �• 25-1/2• �• 754 710 90.o es.0 N�n R 37' 35' 75.0 7iD 80.0 85.0 y,•IYP. BUCK DINS 1)'711'. O 2' a5-t/2' 7so 710 W.0 es.a p ❑3 WIDTH G FLANGE FRAME L FLANGE DINS BUCK DIMS -" o 4 os FO I F.FRAM m yQ y� RUCK DORS EQUAL LITES m. y°saa FIN FRAME En9n.JhYAO AMND BUCK DINS py0. PRODUCT REViSFD n _ M EU.2 4+ PIYin-IIte;f7°7LOe NOTE: c �5-05�2ro GLASS CAPACITIES ON THIS SHEET ARE 2020 B e BASED ON ASTM E1300-09 (3 SEC.GUSTS) FLANGE ADAPTOR FRAME 0�p1S M,m. arawmg AND FLORIDA BUILDING COMMISSION RANGE 6N5 _dl W10_03 DECLARATORY STATEMENT DCAOS-DEC-219 sheet 2 of 9 1/8•ANN.GLASS 1/8'HEAT STREN'D GLASS �U 075•Ince Salve.CPr th PET Coro SaBea l P W�thr PET Com d 0'Eastman Chemical Co.' O'Eastman Chemical Co.' .j m 3 090•Interlayer 090'Interhyer O 0 Sano.aeon Ard Color class sane.Clear And Color Claes h OR Eastman Chemical Co.' By Eoslman Chemical Co.' 2 c .090•Interlayer .090•InWHayer a V Kuraray SenVyGlve Kura Sen Los By'Kurmvy Am ariw,Inc.'OR By Kuraray America,Inc OR O N90'Ince rat' yx 0 n Kumray Butaas'te PVB Kura•In ButcliW PVB By'Kummy lvnenca,Ane.' By'Kurarvy America,Ina.' V D in Or0mia8 �u 7/8'ANN.GLASSI�u 1/B•HEAT STREN'D CUSS n?w Ommc$ SILICONE z SBJCONE Q 9 G` Y1 GE 1200 M7 GE 1200 LL 2 crj_o DOW CORNING 899 DOW CORNING 899 m f DOW CORNING 995 DOW CORNING 995 J a to s.R Q�i�EK 0 c 0 mP. ER M4 AT 1/4 POINTS ON UrES % AT 1/4 POINTS ON LITES WADER THAN 36' G WIDER THAN 36' to Of GLASS TYPE 'A' CUSS TYPE'B' n 5/16'OVERALL LAY.GLASS 5/16'OVERALL LAM.GLASS g O0 v & Ad n 1 8•ANN.CLASS / 1/8•HEAT SIREN'D GLASS w NM m .075'hteneyer .075'Intedaysr n n Sage.P With PEE Core Sage.CP With PEE Con OR By'Eastman Chemical Co.' = O 3 OR OR y'End—Chemlcal Ca.' Ef 3 Z G m A90•Interlayer .090'Interlayer Sane.Clear And Color Glass SvOe.Gear And Color Glass U p p'E-Unan Chemical Ca.' By'Eastmon Chemical Ca: 1/4'AR SPACE .090'Interlayer 1/4•NR SPACE .090•InteI].Ar Kuraray SentryGlas K, my SsntgGlas ANN.GLA55 1.1S.'KI,-Americo.Inc.'OR BY'Kuraray America,Inc.'OR 0 . 'Inlenayv 09f0'Intenayar c Kur ray Bulac'ne PJB 1/8'HEAT SIREN'D GLASS Ku ray Butarlto PVB By'Kurvmy Amenm,Inc.' By'Kummy Amed-.Inc.' 1/8•ANN.GLASS 1/8'NEAT SIREN'D CLASS 0 1#ao g m SILICONE SILICONE a L S`� GE 1200 GE 1200 M1 DOW CORNING 899 3 DOW CORNING 899 \ DOW CORNING 995 N1 DOW CORNING 995 I \m - KL EDGE SPACER KL EDGE SPACER ST.STEEL BY'CARDINAL.' ST.STEEL BY'CARDINAL' a a 8 o E C OR OR E c DURASEAL BY'DUANEK' C DURAS BY'WANE%' C OR OR m y SUPER SPACER BY'OVANEX' L] E9 SUPER SPACER BY'OUANEK' Eng.;JAVAD A16N0 PRODUCTREVISELI ua Ar 1/4 PGINTs ALL sus u4 ar 1/a POINTS ALL srzEs Fu 9z1ePely, ah ne P>m;d, f AarcPIAna Na I5-0 / ,1 a $ �. GLASS TYPE 'Al' GT9SS TYPE'Al' � inion cam e _ § � . 0.70'OVERALL 1NSUL LVA.GLASS 0.70'OVERALL INSU.TALL CLASS (LAI ONLY) N' Dade ProGxt drarin (s.R.t.) W 10-03 IN ORDER O CLASS FOR SMALL MISSILE IMPACT RATING F%IEAIOR PLY OFF GRA4 TYPE'Al.&'07'YUSf BE TELPERED. sheet 3 mf J a SEETYPu ANCHORS FLANGE & FLANGE ADAPTOR FRAME Oft " SIE ILEV. LICK FOR SPACING MEfLL o WOW BIIfJ( ,I S TRUCTURE .�4• - .d. 'EWF.ObT. AL ANCHORS _ Z r_________________Ki Q e.�' • v-iSPACING m j�MIAMI-OAOE CWN1Y APPROVED II f i [SEER �i 5 I I MULLION do NUL110N ANCHORS I is DISE. I SEE SEPARATE NOA I I Q: g ��° - w "EDGE DIST. it 0 � U o D C- v.. o s A. O&ao �TY M ANCHORS TYPICAL ANCHORS Q d m EE E1EV.CS SEE EUV. FOR SPACING FOR SPACING ILz�=� Ms J ¢a�gd 0 2 3/8MIN. WDOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. n � 1 OSPTIONALL TOO T.�2 3/8'MIN. -� TYPICAL ANCHORS: SEE EEV.FOR SPACING N F8 AT SILL LOCK I I 1/4'DIA,TAPCON BY'IT15r (F-120 ML Fy-92 KSI) 3 K ]/4-DIA ULTRACON BY'ELCO'(F-m KSI,Ty-153 KSI) O W INTO 2BY WOOD BUCKS OR WOOD STRUCTURES s Op 1-1/2'MIN.PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC.OR MASONRY 3 NM WHEN USED THE MIN.WOOD BUCK 1-1/4-MIN.EMBED INTO CONC.OR MASONRY o C8 W f DEPTH SHALL BE 234'.THE USE OF DIRECTLY INTO CONC.OR MASONRY Z z a DEEPER OR BEVELED WOODBUCKS IS -� X 1 PERMITTED. 1-1/4'MIN. EMBED INTO CONC.OR MASONRY z 3 0=$ W i o� I 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) i INTO METAL STRUCTURES a C i STEEL: 12 GA MIN.(Fy=36 KSI MIN.) Gj ALUMINUM: 1/6'THK.MIN.(6063-T5 MIN.) 0 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED) ^ 1 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 99 A INTO MIAMI-DARE COUNTY APPROVED MULLIONS(MIN.THr-_.09o) (NO SHIM SPACE) P 54 1 TYPICAL EDGE DISTANCE ° 1 ! INTO CONCRETE AND MASONRY=2'MIN. Ee INTO WOOD STRUCTURE= 1MIN. INTO METAL STRUCTURE= 3/4'MIN. _ MS! °BBS WOOD AT HEAD,SILL OR JAMBS SG-0.55 WIN. O l4 CONCRETE AT HEAD,SILL OR JAMBS 1'6=3°00 PSI WIN. C-90 HOLLOW/FILLED BLOCK AT JAWBS Tm-2000 PSI MIN. 1 Fnyr..AVAD ANNAO PRODUCTREVISED d% GAL na plyiv uLb d"Find, T + ' �. ilA PE ]6592 �2 .+ - .. �I •1.d_.. c sae a°�',uCoeeT.ta/_05r2.ro � a fr �Iw �2B 3 1: EWE pSf.T' I8 TYPICAL ANCHORS BY SEE ELEV. Mimi Prtdun drawing n 1w I SEErYE ELEV. Rs FDR SPACING 0 2015 W1 0-03 `MOOD BUCK FOR SPACING sheet 4°T g 1/4-MAK BUCK WIDTH 1/4•IIAK. FLANGE & FLANGE ADAPTOR FRAME �yII.V o SNIP SHINS I OZ TYPIGL ANCHORSTYPICAL ANCHORS Q F O SEEU.EV. 1 58 SS SEE EUY, a R Fore sPACWc 1 M9 FDR SPACING FLANGE ADAPTOR FRAME CO $g 0 oG aLL STRUIVETL CfUNE Yn — ..1.1/4• °G N C, z m¢= 1 � tBY O LLzy=� EXTERIOR wooD BUCKS I E, I OQ Q�W�fF D.L.OPG. O Q'' 3 O 1/4'IAAY BUCK WIDTH 1/4•.NAK.., WDS SNIPS O W 3 Q TYPICAL BCH TYPICAL ANCHORS O W FOR SPACING SEE B.EV. I D FOR SPACWG _ grD,I O M 11/4, 1 V C U o ZZ�n O 0 � WOOD SNiUCN 8 h WOOD BUCKS Li O NWAI-DARE COUNTY o R APPROVED LIUWON &MULLION ANCHORS 1/2-IPP. SEE SEPARATE NOA O ° BUCK WIDTH BUCK WI FF ° 4 INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. `n$e I I - I I I I F..NVAD AHMAO PRODUCT REVISED I I GYL m,umplYing xvh the Florida Q \ I I M PE ]6591 � Bwtamg code �" Acupunce No/5A517.1D ' § i D _� 2D2 < � sy Pro&u4 drawing o. 114K,•FN.ars. J 2Qii W10-03 sheet 5 of 9 WDDO��, �5 DRS "'E`"` EQUAL LEG FRAME �V.V a WE T JCA-ANCHORS ___ ___________,//FOR SPACINGWR-DADE COUMV APPROV T. / S EDGE z 15 SEPARATE NOAH ANCHORS I I F �m 3 I \m I I EDGE DIST. jl P. g o Al EI f 0 $ ® VICE LHd6 SEE�RS O 6 Q Q g SS FOR SPACING FOR SPACING Q No B SEE EL ANCHORS N m SEE ELF/. YUYIOVEDE ULUNTY YB FOR MS SPACING AP k YUI1N)N AHUCH RS IL z 0 1/S-MAC BUCK WIDTH BUCK WDR1 SEE SEPARATE NCA BUCK WIDTH D1 a I SWEFP LOCK 1 1/4'. I I Iso 1 OPTIONAL TO ® EGRESS LOCH _ _ I 1 d N .. AT SRL - — — 3 O tz 3 o W 2. © I .,,`T ES riJ 43• - I I - N ��No E4 IIILLLJJJ}}}�+uJ��u _ __J 3Nh m "a cl3: 1 ZZ 814 X1'M sus. fa L)—2 I = g t EQUAL LEC FRAME GW BE INSTALLED DIRECTLY 0 g It'!FO WOOD,CONCRETE OR METAL SIRUCiURES o m WITHOUT THE NEED OF A WOOD BUCK. !S t 2 3/IT���/� 54 H 1 I 2 3/8' i.' TYPICAL ANCHORS m ^g d --1 d Y9 I FOR SPACING P o 8 m o � \�✓�L\`__`__. , Fn9r.JAVAD AHNAD PmROOUCT RBVISm NC CML mPlyinSwilh Um Florida q ' MAPF JQ592 Bulldme Code 1 .10 ° I s WHEN USED THE MIN.WOOD BUCK A«spunmT ' ' f k im Qac DEPTH SHALL BE W. THE USE OF � F- a EEPER OR BEVELED WOOD13UCKS IS BY PERMfifED. ND"1 edePmAsl I. 2 015 W10-03 sheet 6 of 9 j qp EXTERIOR 0Fn0M pp vw MOGM 1/'V wx LCP L Y2 c 1 1/2' O 00 z O G2 O 5i I A-Hill 14 SERIFS SENTINEL 110 ALUM S.H.WOW. .1./S .1.) AL-FAROGq CORPORATION 1/2•_1• CGI WINDOWS & DOORS 1235 S.W.97 AVD f N.W. f I c I by: 10100 . 25TH STREET M"I,�RIDAS 174 _[ MIAMI,FL;33MI702&SFAR �(�5)260 F�005)-�--I (305� 93_ X. -ANL\WlG-03001 w U P hmk..b*r.. M5�593 COMP L •r � 2222:2 ;=a,: § !� nn®gem;B§ § ;°� §f®§¥l9� ¥! § �2 & §/f # §��&|!\K ' § ' §/§ §§�§a§■§■§l� ; �§ � � «!«!<!< ��!««!»]� § ;�.■ \|§ PE 51 ■ §|§§��_�� _ � § . �:: . � ■N !■§um§|>r]�(, §��;l�;, � |k2 � /§;\ ��|}/`\����§�K§\§§ /|||§§§\����■�■ | ® | § § ; . | ��,n n, � , �n • , ■ | , | ;;|§ |[§ ' |;;; / /\� :„ ; ,�,��,_,■� , 1 , IIIIIIII . I | |/� /§ ) \ - _� |! �§ | / |" �� . » f! - ALUMWDIV.m—.— , __� _ A . nc� _� \ EECa0 _ O°,_ © _ 25TH STREET (W5, 6592 - - I� �2W5--y 2.503 y u .063 .2 m 3 t.Z� .611 Sti 1.590 � I I O k Pi a TTA. .030 I o I � O� V IAIS IAIS Liz. A Y LL tz FLANGE FRAME HEAD E1 FLUSH FRAME HEAD ELI NAIL FIN ADAPTER O G a Uo n H�-I StLS-- 1.s83—y 1.007 Q F^' ¢Q gm 11 ; 170 a m .745 F • 1- I L, I 2113 IND 3.175 3.175 (u29 I 1.015 W P� 3.675 1.{ze 7.429 VENT TOP CORNER al En sao 2505 E4 MEETING RAIL FRAME TOP CORNER ofo 2505 3 O L2zD-ry 13 a � V y u FLANGE FRAME Sitt 1.J RUSH FRAME SILL '�yI' Sao IMI-1 1-51 l 3 I i1�.I 7.766 c O M 065 Z Ass 063 T1P. d 3 0 m. Trr. tats 24{5 2.460 � IAIS I vAt9 O LOCK RAIL F FRAME BGTTOM CORNER VENT BOTTOM CORNER 2193—+4 C--7 646 JS8 2. 2X8 •745 1 Eta FLANGE FRAME JAMB ,:J FLUSH FRAME JAMB R p 1892 @§0 .450 .320 1.043 .los A50 TP. .705 .0.50 M. 51 0 Lots I d��y p o H9 8 S 3 .664 8s{ e6 MD RAIL E v 5f16'GLAZING BEAD l;J .700'GLAZING BEM _ 1.]85 'YbAD PPROTHFCT REVISED `d 1.393 "-1.449 .7k3 .I60 CAB 1SSB Ful P Cock„ \ �' 1.450 M P 79592 com 1 thlln Fimtdn 3 - 50 n<uq�mu4xe l5•Q512.10 a t .05D A60 1.OZS A65 Lots S1$0 050 -0� 1.473 D7 Dadc drew'q no. (/��'� o zors wi o—os I MO' FLUSH FRAME COVER CJ SCREW COVER 8 SASH RAIL I@ FLANGE ADAPTOR sheet 9 of B j MIAMI•DADE MIAMI-DADE COUNTY f PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA w"w.miamidade.gov/eeonomy CGI Windows&Doors 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 C dated 02/25/15,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.Misu*e 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 and renews NOA# 11-1031.07 and consists of this page 1 and evidence pages E-1 and E-2,ag well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E.BREHM NOA No. 14-1103.09 MIAMI DADS COUNTY i �f Expiration Date: September 22,2420 BMWJ Approval Date: March 05,2015 Page 1 . � f CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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-tip 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-5th 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. Ma fuel Pyr6,P.E. Product Contro'miner NOA No.14-1103.09 Expiration Date: September 22,2020 Approval Date: March 05,2015 • . E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5u`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 Vilru J. Abraham,P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No. HTL-0080-0301-10, issued by Hurricane Test Laboratory, LLC,dated March 30,2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted ru(ler NOA No. 10-0510.14) 4. Proposal No. 09-1942 issued by BCCO, dated November 05,2009, signed by Manuel Perez, P.E. (Subinitted under NOA No.10-0510..14) G. OTHERS 1. Notice of Acceptance No, 11-1031.07, issued to CGI Windows and 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 P ez, .E. Product Control Exa finer NOA No.14-1103.09 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-2 ro�U a y,.GDO I— F 1] I I -� I r I I a Iz Q � � mm HADD 0 �'+m a 3.000 0 0m¢ 2300 .125 TYP. .125 TYP. 1 X 2-1/2 STD. TUBE. 1 X 3 STD. TUBE 1 X 4 STD, TUBE 6063-T6 608S-T6 6063-T6 El to 5 0. 8 z � _ In�nm SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS = 0 3�N i91NDOTY FRAME MEMBER INCLUDED IN PROPERTIES Z' Eu!^ THESE MULLIONSSEN TO BE USED WITH U SERIES 1300SENTINEL FIXED WINDOW Oc�V SERIES 110 SENTINEL SINGLE HUNG WINDOW 0 SERIES 120 SENTINEL HORIZ.SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. NOTES; IRIS PRODUCT HIS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BURDWG CODE NCLUONG HIGH VELOCITY HURRICANE ZONE(KM). ALL GLAZING PRODUCTS USED WITH THESE MUWGNS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E:WIND LOAD.WATER _ INFILTRATION.FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. WOODBUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER Loans TO THE STRUCTURE INSTRUCTIONS, ANCHORS SHALL SE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT USE CHARTS AS FOLLOWS. TO WE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TEE ETC.). _ 6 ANCHORING CONDITIONS OTTER THAN THOSE SHOWN IN THESE DETAILS DESIGN LOAD REQUIRED PER ASCE] LS STEP 1 En r.JAVAD IHNAO PRODVCI'RBVISLD ? E ARE NOT PART OF M45 APPROVAL FOR PARTICULAR OPENING. CML A LOW DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF STEP 2 M PE m92 '°T �0'E"e+ViW Opo Ploddo q \ USE PRODUCT APPROVAL OF WNDOWS TO MUWON AS PER A—p.,Calc qq a ANCHORS INTO WOOD ONLY PRODUCT APPROVAL �N' Aaaplan«N° E�pimlia�b.Ue� 2DLl MATERIALSDICLWNG TNT NOT U111TD TOSTQL/MMEETTA SCREWS TTW CORE INTO USING GRAMS ON SHEETS 3 WRU 5 SELECT MUWON ME I CONTACT WITH OTHER DISSM AR MITERWS t"e�I NEEP U@ REQUREMENTS STEP 3 AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN LE.. hhOF THE FLOROA%DG.CODE THE DESIGN LOAD SPECIFIED M STEP 1 ABOVE. //Fy4 5 2OSTEP4CAPACITY OF SELECTED WFS MOM AID MUWONMUST EQUAL OR EXCEED REQUIRED LOADS.THESE MULLIONS ARE RATED FOR LARGE&SMALL MISSILE IMPACT MUWON SPAN MULLION SPMI 21/0 ]' 4- Q 2 1/2' 3• 4• P A y A au WWON SPAN MULLION SPAN 2 1/2' 3' 4• S o 2 1/2' Qa 1.2 a \\\ A MUWON SPAN 3 n MUWON SPAN 2 1/2' 3' s• a 2 1/2' -DI m ;m P o� 14 z a�^ A s 0 P rJDm 0 -% ,� rrnslons: es° SEM SERNEL UNCUPPED ALUM MUWONS AL-FAROOQ CORPORATION a w J A B n On E GINFIItS&MDDUCTDt;YEl.OPMFM CGI WINDOWS & DOORS 1235& B7AV N O' d. °N.P].15 NO PWV9C lq5 SN2T 10100 N.W.25TH STREET MIAMI,FLORIDA 33174 ° MIAMI, FL 33172 'ra c+Os)2e4°:oo FAxry0.Tl zsas9Te l (305)593-MO FAN.(SOS)S9}g592 MUWON N10-01CCI CHART'A'➢PSIDN LOAD CAPACITY-PSP CHART'A'➢ESIO-LQAO CAPACITY-PSF MUWON WIN ANY CONBINA➢ON Oi SFAIES SOVINFL MULLION WITH ANY COMBLWigN OF SFRLS SMNM ` u FIXED,HORIZONTAL SLIDING OR S614TE MING MOM FTAEO,HOWZONIAL SLIDING OR SINGLE HUNG WINDOWS (9 j 1 AN 'AT 2 ANCHORS-AT 1 ANCHOR U 2 ANCHORS AT O HINOOW DIMS. EACH SIDE OF MULLIONFACT SIDE Oi AIUWON 1BNDOH DIMS. FACT SIDE OF LIVUION EACH g0E OF MULLION MULL TUBE MULL IU8 U-TUBE MULL TUBE MULL RUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE HULL TUBE MULL TUBE MULL TUBE WIDTH(W)MULL SPAN I X 2-1/2 1 X J 1 X 4 1 X 2-1/2 1 X 3 1 X 4 WIDTH(W)MULL SPM'1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1%4 F•IP „3 19-1/8' Sao 90.0 Sao BIBB Sao Sao 24' Solo solo Sao 90.0 90.0 Sao 26-1/2' Sao 90.0 90.0 BID90.0 90.0 JO' Sao Sao 4010 90.0 90.0 90.0 T' 50-5/8• 90.0 90.0 90.0 90.0 90.0 Sao 36' 900 Sao Salo 90.0 90.0 90.0 fSL 6C 49 85.0 BSA 85.0 Sao 90.0 90.0 42' 48' Sao 90.0 90.0 904 90.0 90.0 0r G 53-1/8' 85.0 no 85.0 90.0 Sao 90.0 48' 90.0 90.0 90.0 solo 00.0 Sao 0 Q 19-1/e' Sao 90.0 90.0 90.0 Sao Sao Be 90.0 90.0 90.0 904 BOA 80.0 P� 26-1/2' 828 826 B26 I Solo 90.0 90.0 1 60' F 90.0 90.0 Sao Sao Sao Sao O 37• 61.1 68.1 825 90.0 Sao 24• Sao 90.0 Sao Solo Sao Sao G 4 9 2 49' 57.7 57.7 57.7 70.0 90.0 Sao 30' Sao BOMB R7- . 90.0 Sao Sao ST-1/B' 56.2 58.2 56.2 679 90.0 Sao 38' 720 72.0 Sao Sao 90.0 �Z I9-1/9• 80.7 55.7 85.7 80.7 Salo 90.D 4Y 60' 883 Be 89.7 90.0 F90.0 Z 3L 2B-1/2' 59.6 65.5 85.5 59.6 79.5 Sao 48' 63.0 63.D 84.1 90.0 �W 37• 76' 443 51.2 512 449 599 90.0 54• MA 61.1 80.9 904 0 49' 38.6 43.1 411 38.5 48.8 BSB 60' 60.5 60.5 799 Sao W-1/8' 34.9 415 414 34.9 464 8117 24• 73.8 75.8 "A 9aO 57.4 75.5 755 57.4 76.5 90.0 30' 63a 63.7 63.3 84.4 26-1/2' 422 Sea 57a 422 58.3 90.0 38• 845 58.0 544 72.73T 85' 31.4 41.9 44.2 31.4 41.9 73.6 42' 72' 46.6 50.8 48.8 549 N „ 49' 25.2 33.0 38.7 25.2 316 59.1 48' 444 47a 47.3 44.5 59.4 4511 SJ-I/8' M.9 319 J5.1 7J.9 31.8 55.9 54' 41.7 14.8 F37.8 41.7 55.7 o. y 19-11. 452 64a 709 482 64.3 Sao BO' 39.9 43.2 399 W,3 90.D B CJ a LL 26-1/2' �• 35.4 47.2 53.5 33.4 47.2 SzS 24' 47.9 63.0 47.9 80.0 Sao d as 37' 26.2 no 412 26.2 35.0 61.4 30' 39.1 52.1 39.1 52.1 Sao z 171 F n m 49' 209 27.9 319 209 27.9 49.0 J6' 3]3 44.5 333 443 751 ?�N 19-1/e' J9.6 529 65.9 39.6 529 90.0 42' �• 29.4 39.2 29.4 391 689 d Qc 3 q 26-1/2' Be 29.0 38.7 49.6 29.0 JB.] efl0 68' 28.8 35.5 26.6 J5.5 623 v+ us O� 37' 21.4 286 .4 21.4 28.6 50.2 BP 24.8 32.8 24.6 32.8 57.8NOTE: 24' 31.9 425 31.9 42s 74.7MULUONS RATED IN THESE CHARTS WITH ANY COMBIRATIoN 39' 25.9 349 25a x.s fio.fi U o g OF Fl%ED,SINGLE HUNG OR HORTZ.SLIDING WINDOWS 3B' 9s• 2f.9 z9a Jae 21.9 29.3 51.4 0 MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 42' 25.6 34.6 zs.e 45.0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) 45' 23.0 31.5 23A 40.4 MUW01. MULLION SPAN p F F F 1 OR 2 ANCHORS AT EACH SIDE E MUMS 1 OR 2 ANCHORS AT FACT SIDE E NULLS e P1L OTHER ANCHORS i0 BE AS PER ALL OMPA ANCHORS TO BE AS PER WNDOW MIA DETAILS WINDOW RDA DETAILS 444 W1 W2 W1 W2 �d6S -- _ NOTE: REFER TO PAGE 2 FOR OTHER COMBINATIONS. 3 j .9..JAVAO ANYA➢ PRODUCT REVISED �o e 2 cmas canlPy4ng lliflI e McFlmMe d PE it]0592 Dui1,14%11H 3 ' AN.Lr�e n�nPmn�4 9l4-!l63.0�?D �\\ HVPimlien Dalc � a o � W1+W2 Wl+W2 A mc�B9 PmrtuclContr�l drawing WIDTH (w) = 2 WIDTH(W) = 2 �E40f5 Cif ✓ mi 0-01 FLANGE OR FLUSH FRAMES FIN FRAMES 9Heet 3 or 7 W m�my� v�rmywm��ye 9 I I I � �mm �5a •� ;�S Haa a5 � e , -� �oom •4. $ .8 •� F l W2R. o J g 3 ma�tS.k>rN="S F: so �m MuwoN sawLt ti mSy.C88bo �z g 3 F �zm N+ [EE _ $9u min N�o�� -Li oiuoY' obb b'oo oDb�Z g�� � _b o' � •o b b b � �y Eli TV n m s$ S S G � b� bH+HOH!!�p g NooHog Pb P b I y^ �smNuua-sH�azasm:uo Nsabb b uzo g w b o +7e m b b b b o b o o� g �•�,�''.�o.Yi'y3Y'!"�}'i f?`iP P�'Yb�b in NSP? e b w� 00 y N y �+o c b b g I L ' ng b 880 884L0� m � c p U P b P? ? o P b 1 Fla P�'sc 0 aatm w-a2_1° revisions: 7MIES SDNL UNCJPPED ALUM MUWONS AL-FAROOQ CORPORATION fC° t2naWNDOW0NL0 5IS & DOORS =35&W.87AVE w . 2TSTREET N1F3372 53- 0 FAX.(J(LS)593-6592 MULLIONM10-01CCI CHART'C DESIGNLOAD APACITY-PS P CRART'C'BRRIGN LOAD C.APA ITY-PCB HDRQDMAL IIVUIDN WITH COMBINATION OF SERIES SENTINEL HORQOMPE MULLION ERIN MZ.S ADON OF SER ES SENTINEL 1 OR 2 ANCHORS iDO:D ODER HOW.SIRING WINDOW Fi%ED OVER HORQ.SUOMC WINDOW AT EACH 510E OF MULLION(AT WPIDOW MAX) � o I ANCHOR AT 2 ANCHORS AT 1 ANCHOR A7 2 ANCHORS AT SEE CHART FOR CAP% WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE Oi MUU'ON WINDOW DIMS. EACH SIDE OF MULLION EACH SIDE OF NUWON Z MULL TUBES NULL TUBES ry io WINDOW WIN IN TRANSOM MULL TUBE 1 X 3 MULL TUBE NULL TUBE WNDOW WINDOW TRANSOM NULL TUBE 19(3 NULL TUBE MULL TUBE WIDTH HDGHT HEIGHT 1%2-1/2 1 X 4 I x J 1 X 4 WIDTH HEIGHT HEIGHT 1%2-1/2 I X 4 1 x 3 1%4 12" 90.0 90A 90.0 80.0 12' 9D.0 90.0 90.0 90A 16' 90.0 80.0 80.0 80.0 18' 90.0 90.0 90.0 9D.0 0 24' 80.0 90.0 90.0 80.0 24' 90.0 90.0 9D.0 e0A _ 0 G a 52-1/8" 30' 90.0 90.0 90.0 90.0 36' 30' 90.0 90.0 90.0 90A V O H 35' 90.0 90.0 90.0 80.0 J6' 90.0 90.0 80.0 90.0 42" 90.0 90.0 90.0 90.0 42' 90.0 80.0 90.0 90A 0 LL Q p 25' 48" 80.0 S. 90.0 90.0 48' 90.0 90.0 90.0 90.0 i 0.qq 12' 90.0 90.0 90.0 90.0 12' 90.0 80.0 90.0 90.0 18' 80.0 90.0 90.0 80.0 IB' 90.0 90.0 90.0 90.0 % % J V s 24' 90.0 90.0 90.0 90.0 24' 81.0 84,0 9011 90.0 a b ]3' 30' 81.6 81.6 90.0 90.0 52-1/6' 62' 30' 79,3 79.3 SOA 90.0 36' 74.9 71.9 90.0 BQO 36' 78.1 78.1 SOD 90.0 12' 69.9 69.8 90.0 90.0 42' 74.1 74.1 Goa 90.0 1B' 68A B6.J 86.9 80.0 48' 73.0 73.0 90.0 90.0 WINDOW WIDTH 12' 80.0 90.0 80.0 80A 1Y 66.3 70.8 849 90.0 � w 18' 90.0 90.0 90.0 90.0 18" 60.7 63.4 779 90D 24' 90.0 90.0 90.0 SO.0 24' 58.2 58.1 719 90.0 2 1/2• 52-1/8' JO' 90.0 90.0 80.0 80.0 73 30' 52.5 54.1 67.2 90.0 8 OI.I ]6' 90.0 9D.0 90.0 90.0 38' 49.6 51.0 63.4 9010 4Y 90.0 90.0 80.0 90.0 42' 47.3 48.7 60.5 892 48 90.0 90.0 SOO 90.0 48• 45.5 48.8 58.2 86.1 N N^n 12' 90.0 90.0 904 90.0 I Fq 3 N M le' 85.9 66.1 90.0 SO.o LII d 0 3�m 24' 76.6 76.6 90.0 90.0 I I Z__C 7J' 30• 69.8 69.8 90.0 90.0 36' 64.8 649 W.4 90.0 O k V.OG 42' WO7.0 78.4 U 48' 52 ]4.6 90.0 12' 0.0 90.0 90.0 18' 0.0 90.0 90.024" 0A 80.0 80.036' 30" 0.0 90.0 90.036' 0.0 90.0 90.0 FIXED OVER H R 12' 0.0 90.0 90.048' 0.0 90.0 90.0 12' 0.0 90.0 90.018' . 0.0 90.0 90.0 24' 90.0 90.0 90.0 90.0 -+a 52-1/8' 49-5/8' JO• 90.0 90.0 80.0 90.0 =ry 36' 83.9 859 90.0 90.0 42' 832 83.3 90.0 90.0 c 48' 81.9 81.9 80.0 80.0 12' 79.1 829 90.0 90.0 JRVAD AwAD PHODUCI'RSVISED o 78' 71.2 73.1 90.0 90.0 HA PEML70592 Du P11C9deWf the FlDddn 24' 65.0 66.1 83.2 90.0 CAN. @ Aaepla.No/ 9 �` e'�'I°"u"° ZD 60.2 61.0 77.0 80.0 38' 56.{ 57.7 1 72.7 D7 53,1 54.2 68A ao.o Miw i Nodncl6NnOV1 drawing no. 49•/2' 51.z Sao 1 65.4 1 90.0 �I i M10-01 if2�'2a`9 sheet 5 of 7 f EWE DIST. TYPICAL ANCHORS JB SNS f I OR 2 1-1/4'MIN.WOOD EMBED 1BY AT EACH 5NE OF MULL(AT WINDOW FRAME) MET& 2BY WOOD BUCK 1 OR 2 WOOD BUCK SFE SHEEF 3 @ 4 7RE OR AT EACH SIDE OF,nn1 cFOR CAPACITY WOOD STRUCTURE SEE SHEET J 4:4 FOR CAPACDY _ Z 3DGEs � r DIST. EDGE OIST. EDGE DIST. 0a > A' 0 p II p H C ofj 0 pd�g j TYOR 2 ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS I ATEACHSIDE OF MULL ATOFACH 510E OF NULL AT U N SNE OF NULL �i a g6g 1 I SEE SHEET 3@ 4 SEE SHEET 3@ 4 SEE SHEET J&4 j I FOR CAPACRY FOR CAPACITY FOR CAPACITY J g I � I � O I TYPICAL ANCHORS: SEE 13FJ.FDR sPACINc I W000 BUCKS AND METAL STRUCTURE NOT BY CGI WOW. � Al TAPCON BY'RW` (F-12S Kv,Py-lOC K50 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I i INTO 26Y WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEIR TO THE BUILDING STRUCTURE w 1-1/2•MIN.PENETRATION INTO WOOD(HEAD/SILL/JAMBS) N 1 RANGE,FLANGE ADAPTOR AND r' j 1 THRU 18Y BUCKS INTO CONC.OR MASONRY FLUSH FRAMES CAN BE USED IN w 1 1-1/2" IN. EMBED INTO CONCRETE(HEAD/SILL) B O 1 AT ALL ANCHORAGE CONDITIONS. I i DIRECTLY INTO CONC.OR MASONRY q� ai i i 1-1/2'MIN.EMBED INTO CONCRETE(HEAD/SILL) O 1/4''DIA UL7RACON BY'ELCO'(N-m Kv,Fy-153 Kv) 2 3/�-{ z O Nn Oaj , 1 INTO 213Y WOOD BUCKS OR WOOD STRUCTURES Z Z� [k: i 1-1/2'MIN.PENETRATION INTO WOOD(HEAD/SILL/JAMBS) n��\, 3 0 v W i I THRU 1BY BUCKS INTO CONC.OR MASONRY 2 3/8'MIN. o 1-1/2"MIN.EMBED INTO CONCRETE(HEAD/SILL) 1 1-1/4'MIN.EMBED INTO CONC.OR MASONRY(JAMBS) DIRECTLY INTO CONC.OR MASONRY \ 1-1/2"MIN.EMBED INTO CONCRETE(HEAD/SILL) \ \\ 1-1/4"MIN.EMBED INTO CONC.OR MASONRY(JAMBS) j N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ON R 15 1 WHEN USED THE MIN.WOOD B I i INTO METAL STRUCTURES BUCK DEPTH SHALL BE 23'4". q C j STEEL 12 GA.MIN.(Fy— 36 KSI MIN.) THE USE OF DEEPER OR $ I ALUMINUM 1/8"THK.MIN. (6063—TS MIN.) BEVELED WOODBUCKS IS 4§ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PERMITTED. I � I TYPICAL EDGE DISTANCE —a INTO CONCRETE AND MASONRY=2-1/2-MIN. m 9 8 i INTO WOOD STRUCTURE- 1"MIN. Q<<m INTO METAL STRUCTURE=3/4'MIN. I If WOOD AT HEN,SILL OR JAMBS SG-0.55 MIN. Dw.JAVAO AHWD PRODUCTREVISED — CONCRETE AT HEAD,SILL OR JAMBS 1'c-3000 PSI MIN. m ,plying Iilh lho Fla,ida N C-90 HOLLOW/FILLED BLOCK AT JAMBS IYn-2000 PSI MIN. Eu PE 9Dsaz DPild�ng Codc -:.,:�;:�•:.`' .. 4:." .. . cwN. A.«p1.,".o NP fR-l7CL?.pq } EDGE 7ASE;a._ s BaPUni Due b4 B �' FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. k ALSO APPLICABLE TO SINGLE HUNG AND / AEmy daPmdudCo tr 1 drawing no. ... 8 1TYIp ANCHORS �? —3! 1�—SEE ATEACH SNE OF MULL HORIZONTAL SLIDING {YINDOW FRAMES IN FLANGE, ,�2 FWACITY 4 EQUAL LEG OR FIN FRAME CONFIGURATIONS. BneB1 g or 7 2- .812 .500- M5- 1987 V u 2305 2.737— ,-.065 757 � o 065 ,np ryp 065 1.450 180 Z w ZO 2505 ' z.ao � ans z5os F� � j IL � ,.vu en I.JJS 3'"5 1.429 281J •5•i0` .050 O 1 1.015 •745 065 Q IYP. o IGS,1i •�5 .745 tots ,.000I G p 1.995 29181.000 2.505 3.277 d 0 SERIES 130 SENRNEL H.F.WOW.FLANG FRAM HEA H.R.WDW.FL_.GE FR uE JpMR SFNES 1f0 SENTINEL SM 120 SENn MU 1 Q o FIX.WDW.FLANGE FRAME S.H.WDW. dNGG FRAM JAMB 5 H WDW. eN, FR M H e0 S.H.WDW.FL N• FRAu I N.R.WDW. eN. qM AMR FLANGE ADAPTOR O N a0 CGI-118 001-138 CGI-135 CCI-137 CGI-139 CCI-109 7VVV 2 1.JOI 1.587 2.737— .81 3 N C 065 2.505 '7yP•065 j2.4402.82.504 �F J.1]STO 215.74s �TM. .500 030 o, a 1.495 1.015 2505 1J95 8 O SFJBFS 110 SFNfOiEI SERIES 120 SENTINEL Z 4 N H.R.WDW,FLUSH FRAM HEAD H.R.WDW ,CN FReu IpMR S.H.WDW. H FR u SI H.R.WDW.FLUSH FRAME JAMR y n SERIES,30 SENTINEL S H.WDW FLUSH FRAME JAMR S.H.WDW.FLUSH FReM H eD CCI-101 Fl%.WOW SE F eM CGI-118 NM CGI-ItB m1-102 CGI-100 FlN ADAPTOR Gj O n n m1-110 O 3 1.015 1.015 ��� 0 465 J.930 OBS 4.430 TYP. 1185 TyP' J.6B5 2.885 2.685 o g tl p3p 2440 2.440 SFAIES 120 SENTINEL SDtIES 120 SENTINEL N.R.WDW.FlLI9H FRY ILL H.R.WDW. AN FRAM SILL CGI-113 - 0 8 m1-136 eg Aqr.JAYAD ANLN PRGDUCE fiGVISED CML wmmplSing niN,hO Fkrtide Y M PE�ss� 70392 DuilQing ttoQe d cxlL D`71N� ` wi10lu.Dmo P vc, "'a arawinq o L 4410-01 6h,st 7 o1 7