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Home My WebLink AboutNOASCABRECEIVED REEI ED St. Lucie County' NOV 0 7 2017 MIAMI•DADE PERMITTING MIAMI—DADECOUNTY St. Lucie CounlA(WUCT 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/ecoaomy 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: ,yeas other than Miami -Dade County) reserve the right to have this product or material tested for quality a ",trance purposes. If this product or material fails to perform, in the accepted manner, the manufacturer w• . incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of ,i product or material within their jurisdiction.. RER reserves the right to revoke this acceptance, if it is:aetermined 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 15011 Aluminum Sliding Glass Door w/ we Reinforcements APPROVAL DOCUMENT: Drawing No. WIO-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by AI-Farooq Corporation, dated 05/20/10 and last revised on 01/11116, 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 . Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Size's Vs glass types, Interlock reinforcing and the max. allowable panels with in the unit frame area, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed'/2" at Head/jambs & %" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Design Pressure (DP) limited to +/- 60 psf when utilizing 90 and 135 degree comers. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is NOA No.15-0619.06 MIAMIDADE COUNTY _ Expiration Date: September 22,2020 .. `� Approval Date: April 28, 2016 u�� Page 1 I MI® 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.mismidnde.gov/ecouomv 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. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, 1i2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No.15-0619.06 MIAMI ADE COUNm �n1 Expiration Date: September 22, 2020 ,..., , Approval Date: April 28, 2016 Pnge 2 CGI WINDOWS AND DOORS, INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135° and 90' corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated.12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E. 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 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, t Duraseal(D and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 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 7400POVinyl Impact F1ange.Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 4. 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 Flange Frame Window with Vent to qualify DuPont `Butacite" PVB interlayer, Jorge M. Plasencia, P. E. P oduct Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September22, 2020 Approval Date: April 28,2016 E-1 CGI WINDOWS AND DOORS, INC B. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED TESTS (continued) DurasealO and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel, P. E., with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel, P.E. 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. .CTLA-3011-W & -W-1, dated May 22 & 23, 2014,. respectively, both signed and sealed by Ramesh Patel, P. E. (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted under previous NOA# 14-0627.15) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. IrrL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12- 0119.04/I1-1031.05) along with marked —up drawings and installation diagram of Alum. SGD (OX-) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA #13 I121.081#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. . 2. Glazing complies with ASTM E1300- 09. Jorge M. Plasencla, P. E. roduct Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28,2016 E-2 CGI WINDOWS AND DOORS, INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. " 2. Notice of Acceptance No.14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core" dated 06119114, expiring on 12111/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", dated 03/17/16 expiring on 05/21/21. 4. Notice of Acceptance No.14-0916.10 issued to KurarayAmerica, Inc. for their "Butacite@ PVB Glass Interlayer" dated 04/25/15,'expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014)„ and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance statement, part of above referenced test reports. G. OTHERS 1. . Notice of.Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Ind, for' << their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements—. L.M.I., approved on 03/05/15 and expiring on.09/22/20. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duroseal® and Super Spacer® Standard warm -edge. - flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # I 1-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted underpreviousNOA# 14-062Z15) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April28,2016 E-3 f THESE DOORS ARE RATED FOR LARGE & S"L MISSU IMPACT. SHUTTERS ARE NOT REDUIRED. SRRIRS SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE RENEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COM LY WITH THE INCLUDING HIGH N:LOORY HUOF THE 2014 RRITH CANE ZONE (Nj10- FLORIDA BUILDING CODE IV TO OTRR MY WLOD BUCKS TO TNEYSM01%E.MUST BE ANCHORED PROPERLY ANCHORS SHALL U AS LIED, SPACED AS SHOWN ON DETAR5. ANCHORS BABMM TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SNCNO. ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION WCREASE IS USED N DESIGN OF ANCHORS MO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBIE VATERM INDLOOING BUT NOT UNITED TO STEEVVETAL SCREWS, THAT COME WED CONTMNOH OTHER DISSIMILAR MATERMTS SHAD- MEET THE s nIm MNC CONE. INSTRU IONS WE s As Pnunws. . STEP 1 DITUMNE DRNN WIND LMD REDIWRMFAT BASH ON P SW LONE APPIICAGX ASCE T SMNOM USWG STEP 22 DEBRMINE ODOR 00A FROM TAHIES ON GNFET 13 mi INC G.ASS WE MO REINFORGNG TO USE. aSTEP USMG-CHNITS ON SHEET IS SDFAT ANCHOR OMN WITH OELGT RATING MORE THAN DO= UNO EPEDDED IN SNP T MINE STE 4 THE UNO T VALUE RESOLING FROM STEPS 2 AND D SHNL AIRY TO MITRE EYSTEM. 8� D FNey tri Nn O Nn'.d4 Q3_ N cif }' o— LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MMMY.R. IMPACT PRODUCT REVISED • r: uGE" ""o ' 1; e mmwith ThR FbTTa. -e unamBPio� N Olu •' ND14N0. 15-06i%o8 "A - i*� A m,nDn1c0B/2212020 y y�1b i •,` MOnin9 no. mlam 0 ro uc on. .6@in.,.i•�0 f D 1NACN JAMB ANCHORS 6' 5}— 1!• .. HFIO ANCHORS 3 TRACK n 282 IS/16' IIF% n OOW FR.WE WL 1EA READ ANCHORS �� /S 48 1/8' ANCHORS IN PAIRS AT HON/51P./JA1185 2. D 09 4 PAIRS . Ai SIE ENOS SEE SHEET 15 6• A NOW. PANEL WIDIR AT Y O.F SEE CHAIR ON SHEET 1b 1 EAUE WNNHN E FOR CAPACOY ONAL _ REINFORCING Al DRERLOCKS G i� 1H H J SEE13 MR CAPADW M. 4 I ii /It� AS 1/r 2 POINT D.L OM. FOR OESCNPRON `-- i T J' PO SILL ttPE 82 ANCHORS AB 1/B' PANEL WIDTH 2. D OR 4 PAWS / 1/8. n 0), m ..i..........AT..D1z,� s� MR C� n JYPIM F EVATION TFMTFO BAIT '. DI O.LO HDOHT - DDOR FRAME HEIGHT . D.I.O. W10TH - HU. PANEL MW - B• PANEL HEIGHT ODOR FRAME HEIGHT -1 3/16' Sgg C o� h p POCNa J o j" r (SEE SHEET 6. S. 11 POCKET h OETM N ON JAMB ANCHORS 2]) jjSM[O J� D TRACK SILL ANCHORS PRODUCT REVISED nR compl In wilM1 lhn Plotlde O6W Bulldlne L�oBo - xOAtFR. +s'ost9.06 f '�p �2IRtUI HUD ANCH016 14' n 3 VA1L PWKU JAMB ANcH 27T µgWRS nE 9' 14' 3' 01 C$ENIN. D.LO HEIGHT DOOR FROWE HEIGHT - 9 11/16' o M p : - 6' O.LO. WIDTH NOK PANEL 6"-1 C pIII6� IIIIuuIIIIII ,II II J E HEi J/IB' PANEL HDTH - OOOR FRAVE HFIDNT e' 1� ol REVISED � T plmamm 16mamo 61ma� OlmemO Vlmaum PRODUCT � 'B• [pmplyIn6 110 the Fluid. UIIWine 00d0 '•: y (Tm7m UNIT) ROo-Np. 0592 Y 'a TYPJCL FLEVATIONFL�ATON C[pinOen DaH99r=029 - y�(Ifpt _ GO,' drawing no. nn mlp roeu[ cpa p 6��',Lp sB�O'. W10-31 REFER TO .PAGES 14. 15. 17 8 19 FOR WEEP SRE. wheal 3 of 2R "I 11 11I rc �oom��wAIE W. _ " L xxx(Ewwp Oxx XXO xxx ODwHSE) DOOR FRAME WIDTH wL gg qqR gJ Qg "Q gg SH d& 36 $ 3 Xxxxxx (SHOWN) oxxxxo DOOR FRANC WIDTH 0 jjIIAyN J yG� NR K xxxxxx (SHDPN) xxxxxo (SHOWN) oxxxxo rc- i 'Ira. &0!! oil \V l^l EXTERIOR W THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 00' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE IFFIES .. FOR DOORS USING 9C @ 135 CORNER SKIES LIMIT MAIL DESIGN LOADS TO 360.0 PSF PRODUCT REVISED W vempUyyiIngg.Ru uW llRNdn nt lldln0 C, . NO". 16A619.06 expinuon///Date e009-12212020 orb jy MIWm m tcnno-n�l lip\ rr rr "Zom A —: m som m IWIN m K: v v EXTERIOR Nov. PANEL wIOTH oD CURNE l oc a -w ON SHUT a 00P0WHOM IN UTDU OF J1 ON SHOT Co] APPROVED CONFIGURATIONS NON —POCKETED GOOKS (MON_RENfOPCFD SHOWN) SFE SHEET 13 FOR Op AND RDlEORCNO OPTIONS THREE M TRACKS EXTERIOR po DOPIER OETNL'U' ON SHEET n NON -RENT. INTERLOCKS 1W WPM DOM'Y ON &HEEL dt SEE OMRT ON SHEET 13 OPIDNAL W fIEU pF JI NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUOABIE NON UNFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15-THRU 23. 4. DOOR SHALL MEET EGRESS REOUIREME^ AS APPLICABLE PER FED. 11 ii O aFoem9 no. 11 W10-3t " 000l I 1 r H L � u 1 PXX%(SHOWN) XXXP mo o- u� O10 o- THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 00' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING S0 k 135' CORNER STLM UMN MAX. DESIGN LOADS TO 280.0 PSF PRODUCT REVISED cemPI la wlDr No Florlaa Bu1ItlIBIG �oBF No"o. 15-0619.08 an,z... D.JoO912212020 By Nllam • Product Control DOOR fMl1E YADTN W°TH NON -TONE. INTERLOCKS -_-� SEE O ON SHEET 13 N J H 41 i ;R u - �-I Im PXXXXXXP (VOW) PXXXXXX(SHOWN) XXXXXXP PXXXXXO(WMO OXXXXXP APPROV D CONFIGURATIONS POCKFTEO DOORS (NON -REINFORCED 51 W0 SEE SHEET 13 MR Do AND REINFORCING OPTIONS THREE (3) TRACKS POUNDS ME NOT PART OF 11119 APPROVN. ' AND TO BE RENEWED BY NW. v v EXTERIOR v Rv co,RJB DaTm 'o' OH SHUT 22 Las CORNER Dfl 'P' oN "M 21 OPIUM of uw OF J V_r "M11�] © SWIM © © O �_ L_,POCKEF CAMP NOT BY COI .. ' 137 COMER D94L 'P' ON SHEET 22 NOT PART OF THIS NOA OPIIom IN 0EU u J OPT1H aiwuw OF I OH SKEET RR NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR'OETABS SEE SHEEIS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBG. lit W10-311 i I ( i XO (SHOWN) ON ooOR FMIE IN xx OXO (SHOWN) OXO(RLOTRSE) OGGR1 1 G 0 OXXO XXXX(SilGuu) APPROVED CONFIGURATIONS NON —POCKETED DOORS QiON-W9UORPFD SNGBN) a.a.^ SEE SHED D FOR DP AND REWFDRPNG MONS TWO '2_1 TRACKS a9 CONNER MAL V ON SHEET 22 in comet GUNL'P' ON SHEET 11 mwN.LL IN IRO OF 11 THIS APPROVAL QUALIFIES DOORS WRH APPROVED CONFIGURATIONS SHOWN TH SO AND 135- COMERS WHERE SOLE CONFIGURATION SHOWN ON SHEET 222 ARE PRESENT. FOR DOORS USING 90' & 13T CORNER STILES LIMIT MAX. OESION LOADS TO t60.0 PSF *@l)EX7ERIO w C INW p -O' 9N SKUT 21 IONAL m OFA ON RIEEf 21 NOTE 1. CONFIGURATIONS SHONN FOR ILLUSRIATION PURPOSES ONLY. 2. FOR APPLICABLE NON REIWORCEO OR,RISNFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC, PRODUCT REVISED as oomplgWl1nn99 wIN tlm Fladao 9P9a1n9 Celia No"O. 15-0619.06 ga'I.v.Oat 09l2212020 g NVam a Pry uet Gn C1oN 8 0 fill 'llshl' WIO-31 DOOR FPAME W. iL gg H I Y L I l� PXX (sNOWN)' XXP DOOR FRAME wIDM r— I I I I I� I OY EXTERIOR Q ' OO CORNEA OEDL '0' ON SMER 22 1,W COmM W WA OF p, ON SNFET 22 THIS APPROVAL OUPLIRES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING SIT A: 13T CORNER STILES UMIT MAIL DESIGN LOADS TO 560.0 PSF NOTE: 1. CONROURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCER OR REINFORCED DESIGN PRESSURES SEE SHEET 0. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS IS APPLICABLE PER MC' 9V CONRA DF1N.'D oA awml u LOPOIXtl11M LN JI ON NNFf 22 . ODOR FPAt1E WIOM NON-RBNF. INTERLOCKS f-SVE CHART ON SHEET 13 II� 18 I I Q EXTBRIOk O Q PROOUCr REVISED OW CORNER OETWL 'O' ON SHEET 22 OtMY ONN.'W UEU OF J ON SHEET 23 V DOOR FRAME "No" I L ILI I . V A mo N4 1 L PX (SHOWN) XP; DOOR, SAME W L 1 mD 1 y b .1 0 1 Y N PXXP DOOROOON SAME MOTH y �i ___ ___ I f L !ao gl M 1 I ` PXXXXP ODORI SAME VOTH I L �31 1 QQN gg N q IK PXXXX (SH(PWN) PXXXO XXXXP OXXXP APPROVED CONFlOURATIONS : PD .K T D ODORS (NON-RFINfORCED SHOWN) SF£ SHEET 13 FOR 00 AND RONFORCINO MOM µp IS APPPWAL 10 K RVADNED BY NY. Re WING In wLN 1No PIOFIBo NDAxe.�f� 'I6A6N9.08 l..Imti.n D.t.09P2212020 MWm O.W uet nBe MOWi.g W. wio-31 ==- xxxx (SHOWN) Oxxx xxxo XXXX (REVERSE) © IIm Ll 1LI xxxxxxxx (SHOWN) Oxxxxxxo IS, WMUH pLTA0. 'Y ON SHEIT 22 dl0lUL OI=OFA INS APPROVAL OUAUFIES DOORS WITH APPROVED CONROURA90NS SHOWN WITH 90 AND 135- CORNERS m WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z FOR DOORS USING 9(Y 8 139 CORNER STILES O LIMIT MAX. DESIGN LOADS TO ±60.0 PST F 8 a a PRODUCT REVISED + uT compl In wi1N III. FzmdA BuHdln9 odo ' NO"c, 15-0619.08 ENphNNOn on" 08122I2020 By NOTE: W.. • m uu Co APPROV O CONFlDLHRAT ONc 1. CONFIGURATIONS SHOWN FOR ILLUSTRADON-PURPOSES ONLY. NON—POONETED DOORS MGN-AF1WORCEO SHOWN) 2 FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE SHEET 13 TOR Up ANO RNIFOICNO OpRDVS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (4) TRACHS 4. DOOR SHALL MEET EGRESS REf)UDEMENTS AS APPLICABLE PER FBC. . iyy�y E O ONO r 0 93M1N }+o_ 0 5910 IEOxlll9 M. W10-31 S WITH A pp INS PROVAL FIES CONFIGURATIONS 910WN WRHO90 APD SACORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z FOR DOORS USING 90' h 13F CORNER STILES UMO MAx. DESIGN LOADS T0.. 3B0.0 PSF C =ON m� xxxxxxxx (SHOWN) Oxxxxxxo — — NOW POND. W1� N J M N H 8H H �� x(Suw) �-A-�-im Oxxxxxo Q pOI�EIRI-a 9O Oxvim oRNI'0, ON SHU7 u IN COFNFR ODNL'P am SHEET 22 OPnoHx m um uF 1 PRODUCT REVISED u comp In MIe N. Flodit xOA N. 150619.09 Im iro0.. o.a09122/2020 By NOTE: MI.m Prod.n APPROVED CONFID IMMONS I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. —POCHETFD DOORS (NON-AIGHMCEO SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE SHEET 13 FOR DP AND RENFORCMO OPTDNS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 97 CORMR DDNL 'O ON MIUX :i IN CORNER COAL'P' ON SHIM 22 OPOgUE W LIEU OF O 1 DOGR FNHE WDi fH N I� R I N a I N PXXXX ("and XXXXP DOOR FRANC WIDTH L ' --- i5 I M M I 7HS APPROVAL OUAUFlES DOORS WITH APPROVED. CONFIGURATIONS SHOWN WRH 96 AND 105' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. y 'Y FOR DOORS USING B0 k 135' CORNER STILES UNR MAY. DESIGN LOADS TO 260.0 PSF r1r, ■�_ lI t; SIIa I PXXXXXXXXP (MM) Q O - QN HQ UQ O EXTERIOR ow CORIRR OETAL '0' ON WEFT 72 LOB CDRNER DEU& ON MIEN ]] ' oPnoxu m uBl of + _ PRODUYCYT99REWSED' BuTIEInpIConOiNIth UI. PIeNlo NOA-Nw 1"616.06 BnplmUon Date 0912212020 By APPROVFO CONFIOLIReTONS Nlu n m uo an ro POCKE�EO j�Q�QOORS (NON-REmFORCED SHOWN) NOTE: SEE SHEET 15 FOR op AND F MFORL1110 OPTIONS 1. CONROURATIONS SNOWN FOR IUUSIRATION PURPOSES ONLY. R (41OUR TRAC�4Q i TRACE 2. FOR APPLICABLE NON REINFORCED ON REINFORCED DESIGN PRESSURES SEE SHEET IM 3. FOR ANCHOR OETARS SEE SHEETS 15 THRU U. POCISTS ARE NOT PART OF THR APPROVAL - 4. DOOR STALL MEET EGRESS REOUIRENENIS AS APPLICABLE PER FBC., ' AND TO BE REVIEWED BY M. 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(aas9asee9ae ? dr. bf. 1EL _n) W30 90 FN (30s) a9a-6F62 NMP-PNL\Wfo� . ro,ti„u x SEE SHEET 15 MR ANCHORS SEE Sl6 15 FOR MWORS S EWE 3 8 N .,;.•,',. , ]K5I CONC. �m Y 41 , SKSI WNC. IG�ay EJ WEEP S12E 1/4" X Ile REFER TO SHEET 15 FOR VARIOUS INSTAIJATION CONORIONS At ' I Ile C1 1�qKd�� Q�ga ®I 0 ,i OPTIONAL SLANT SILL ADAPTORS N 1 d jg O OPTIONAL F; g 13i 1. i O O 'd O F_ ogg: a 8>"�,I1 g WL" 6 aa IX U�ZR O Slu RISER W. MIDRAL FOR LOADS w 460 PSI, O 4R yq tl ° °WFWI MIMEDSTROM CRMIR NON-%Iw. NON -NET IC i I SILL ® USER �� LPSF µ � 6 C yyTT U 1'c S000 PSI NW. 4 A80V 460 1. H W NOT WI WNOOWS NmUS'fS1TO RPNRFRW 41 w OD ®czas 4 nY� O I EI R x n� F :c.l::.�: :.� I':::::. .. ::. ".1::::::::: ': PRODUCT REVISER Im the Fletltl° � J�.•• MI.,y-w BUIItlInB OatlOw S,➢ �'•v 8$ • �+ ;..f i' . a ..' Q y aj ..'i. d'' - . ... : 1 �J NOR -NO. 15-R619.08 •.. ExPDation Date 091=2020 _ 41.Jµ' GEOGE J KSI CONE i i . qSG ; .i , �...u.. '. .�.�J/i••' .:. K51 CONC. 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SIIWSAK 1 PER INTERLOOK/ASTRI M11 W2 ING PEE WM CENTER fIN _ WWL um-wAB'a EOuMI - M12 SOMM RAR s VIER. I- LONG. 2 a DICK END AWwNUM W EXTRUDER 4 PER BOSOM PML M13 TA-51 ROLLER ASSEMBLY AT PA XIS MR K R CORNERS 91a AM6111IRY 2 PER OPERABLE PAX6 Ulm IN4 ROBEN ASSDIfiLY AT WIWEA P"u ST/M ME80M '2 PER OPEMWE PANE1, U14 SW39D DUAL MORTISE LOCH ST/ST SUONAN AITMNEO 10 SW-503 M14A PS01-0O36-117 DULL MOROSE LOCK ST/ST WIFRLOCK6 AlucIlm TO VISA ul5 SW-507 KEMR ZINC SULWAK EAST. W/ 7 /IONS/4' M Ulm SOD-507H KEEPER 11NC IMEALWfS UBT. W. .2 /IONS/4' M 41e 5CD-50] RECRSFO ANMOL ANC EUIINNI WY. N/ 2 /IONS/4' M Ulm P501-ows-117 REMSED A01PIlIR ZINC RIIERLOBKS INY. W/ 2 /IWIV M U17 SOD-55W 1MRIE SET 2WC SULLNNI/IHIFALOCYS M10 SM2=141 MANOIE SET wFoRAL wo sULWAN - M18 sC52W0 MLPRI6 sFAWN SeIWM GE - -0 W-177 PANEL TOP R BOMM OUST PILE WOU/PVC SULU NI OR MY.. 4 PEA PANEL M21 M-202 HEAD AND SILL SMUL PEE PA0 WOOL ULITMIM OR EO11N. I PER WERLOCK/ASIPABAL M22 M6-201 SILL INTERIM Po PAD WOOL ULT m a SOON. M Ho-12-100/2 .3W RUIN POCKET SUL - AMESBUIW - 52 - /10 X t 1/r W PHI. PR. SM L S,,M A5..L, SCROY -t - 2 OR 3 PU WITTIER �V O 7 ' m&p 3 rh SS N a Fyj U AG� SINGLI; LOCK: FOR ALL PANELS WITHOUT CORNERS 'INTERLOCK' cggg TWO POINT LOCK BY 'SULLIVAN' OR LOCATED AT Q a W 8 MAIN STILE AT 40' FROM BOTTOM a a SS MORTISE LOCK (PART OSGD-500) (PS01-OD36-117) LNG RECESSED ADAPTOR (PART ISGO-503) (PSOI-DO36-117) ➢NC HANDLE SET (PART OSMSSOO) k (PART /SM2WDWH) R 4j 3S ZINC KEEPER (PART OSCD-507) (PART OSGD-507N) Q a g DOUBLE LOCKS' REGD, AT 90 AND 135• CORNER PANELS ONLY = TWO POINT LOCKS LOCATED AT MAIN STILE AT 40- AND 7W FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART OHD-3310141) SECURED WITH (2) 10-24 X 1/2' FH SCREWS C BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED grl CONNECTING BAR (PART O1413-3310142) ZINC HANDLE SET Ml Is SECURED WITH (2) 6-32 X 1-1/2- OH MS 51 V SRDI KEEPER (PART OHO-3310143) SECURED WITH (4) 10-24 X 1/2- PH THREAD FORMING SCREWS U F N o G1^ 5L ;NyfA v3 UDC P9 qH 0 PRODUCT REVTSEO., p wllh 1M1e FbrltleB"I10b .COPEEe 16-0619.06 .T0ftpintlon Dote 09122/20204�Imi60G 4.]35 5.811 eeB .94) 1,j50 •a4] 1.450 Q FRAME HEAD (2 )RACK) FRAME HEAD (3 TRACK) 6)5 120 .BBS 050 .9)5 .895 �.05p 975 . 1 1.184 GLA2INO BEAD GLA]JNG BEAD LW. CUBS ORLI. L . CUSS .B� 1 .0]5 A ] 1.509 1.188 •g)0 2.600 O TOP/BOTTOM "Miz 65 .561 A60 1b]1 •)5] 1301 Am A85 5A11 .1� .158 110 1.415 0 FlX. PANEL CLIP CJ FRAME SILL (3 TRACK) ]A00 .IRO 3.)50 r 1005 EXTERIOR INTERLOCK (OPTIONAL 2.125 fib MAIN SRLE .fi95 '0)0 1.]86 F�'O 2)65 MOM1fi5 115 OUTER TRACK ASTRAGAL BRIE IV INTERIOR TRACK ASTRAGAL STILE 92=5 1 1.at5 -O S- ILL 1.A60 A-. 9 I.,afi .m 1.831r .I58 a59O OUTER TRACK ASTRAGAL Lug b)5 t.a2a 1.mo aus 0 ^�3 F 4238 A]0 eG R 3 p�p aL � O rpj A85 ® TOP/BOT104 HORR (OPTIONAL) Q N �'1 BCb 8 9 A)0 a4 HBO .IBO 1.{19 � 22 G U 1AW MAIN STILE (OPTIONAL) i g 1000 A85 � pw 9 �zr 99 0 �n A 1.fg5 Kg1 Y O-�J PRODUCT REVISED [pmp I1tl,0B ClYYlngvtle wiN N. Meld. BU NO". 1"616.08 lnpin6av Ovip0912212020 By MIpm..t G..� a Ironing m. Wt0-31 a CORNER ADAPTOR (1351 1 kP3) MALE CORNER ADAPTOR FRAME FRAME JAMB 310 No1� J � .a 6.0 z m o ep 3 ® FRAME HEAD COVER r �a 640 31{r d90 Of FRAME SILL COVER 6 6 .1/3 P ��1 I.791 A60 Q�C © FRAME d B COVER ]I Lg M npg �25 .136 II i O ti �'• u Y � IbOB .069 � 51 C OWN ap NM 1 886 ® C Z �+ Fl%W PANEL CtJP oo = U�R0 `It lun Jp9,N.',t;�s9,� R r PRODUCT REVISED �. '0�6 .....Plyyingg with the Florida Building Code NOA.Oe. 16.0879.08 dplmtten Bete 091SY/2020 N 592 {r i+ (I(+` 1y :t b�F '�'• drawing no. By Miam nYluel conuo, Ro%roar' Sy'•""^' �` (ONA�E � W10-31 sheet 28 o128 m n 0 L G 0 w des m-:o-+oH i SDITM 15O UM S WG DOOR (IRL1 AL FAROOO CORPORATIC .� 3/B•-+' ++++z+• waw+a�ax�r CGI Windows and Coors, Inc. pz60E�TpR1YE511n5?2� O,p Rmmn wwrcc +xa s+en 10100 N.W. 25TH STREET N LF1pP+DAMm (C ..Os I a. a: a ou+vn capes arm. MIAMI, FL 33172 33Lmp312pa8lm rwcmm+acac aa. eY• 1 (3m) 593 sw FM. (35* 39]-659z COMP-ml u 3� � acEy �m3C i u 0 e 4m m o W �m °$ m : m 8 111 I. _ a CGI Windows and Doors, 10100 N.W. 25TH STREET MIAMI. FL 33172 R -- -- -T-IK- - - -- -�-� OORPORAT[ON a cucraei¢amtwr r E,surteao ura [ci.x. ssss) f SCANNED BY St. Lucie County Ml®DACE MIAMI—DADE COUNTY, FLORIDA 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) w .miamidnde.eoy/economv CGI Windows & Doors 10100 NW 25 Street Miami, FI.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 120" Aluminum horizontal Sliding Window - L.M.I. . APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.IJ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02116, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, 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. LIMITATIONS: 1. Glass lites wider than 36-inch shall have two setting blocks and anti -Lift devises per FBC requirements. 2. The Day Lite Opening's (D.L.O.) of maximum 495/s-inch (Width) by maximum 553/4-inch (Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. 15-0512.05 and consists of this page 1 and evidence pages E-1, B-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMMADE COUNTY NOA No.15-0929.13 ri Iration Date: September 22, 2020 S `C31 l ►+ Approval Date: May 19, 2016 v Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A.. DRAWINGS 1. Manufacturer's*die drawings and sections. (Submitted ruderNOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Abmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 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, FBC 2411 3.2.1, TAS 202-94 ` along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. PateI, 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 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. (Submitted under previous NOA No.15-0512.05) 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 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. (Submitted underprevious NOA No.15-0512.05) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 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 scaled by Ramesh C. Patel, P.E. (Submitted under prepious NOA No.15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1 Anchor verification calculations and stmeturat. analysis, complying with FBC 51' Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05111116, 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. 14-0916.10 issued to Kuraray America, Inc. for their ."Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. 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. 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, Jorge M. lasencla, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-2 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. 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. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5'" Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC; dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No.15-0512.05) 6. Laboratory compliance letters for Test Report No..HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and .sealed by Vinu J. Abraham, P. E. (Submitted under NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding. Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-3 FLANGE & FLANGE ADAPTOR FRAME G' euut woM s n s/m• MAIL NGo/SOL 5. LLAII TW. MAr. _ m it ma- 7 FNSE NUNIIN6 DL OPG. DLL CM }6 D/6• VEllf WmH FIN FRAME 110• DUCK WID,H S 1/2- M/S HEAD/ALL 51 MAIL , EI 11 n H i B "1x1�V/_ / I m II - 7-ff 61 II I. II II • � N FADE WHIMS (6URFAAx APPLw I ]2 ,/B• I - 32 'A, ADOL ANCHOR AILP GOITER OF ALL PANE15 OPNONALT O.L.OOPO DL Mo. LMEO OR OPERABLE DES 3/6- ABOW DO• PAN& MMS At HM/9LL EQUAL LEG FRAME SERIES SENTINEL 120 , ALUMINUM HORIZONTAL SLIDING WINDOW PRODUCT REVISED DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 9ulldinglYing ItM1 /M1. Flerl6a CHARTS SHOWN ON SHEERS 2 k }. NOANe, 15-0929d9 APPROVAL APPLES TO SINGLE UNITS OR SIDE BY SIOE COMBINATIONS 91pll .e Oat. 091=020 OF RR./HA. OR HORIZONTAL ROLLING WITH OTHER MOAU-DARE COUNTY APPROVED WINDOWS USING MIRM-WOE COUNTY APPROVED MULLIONS By uo en IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH ME REQUIREMENTS OF ME 2014 (57H EDITION) FLORIDA BUILDING CODE WCUUMG MOM VELOCITY HURRICANE ZONE (MINE). LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT a d d M]OD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO RB STRUCNRE ANCHAN ORS SHALL BE AS um, SPACED AS SHOWN ON DETARS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � �P`�SO�WF•'•., ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL*• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD MY. - ALL SIGNS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRES99M 1' BP :• MATERIALS INCLUDING BUT NOT UNITED TO STEELL/MEML SCRIMS, THAT MAY 1 1 201 ' :••..,Azcjmvl ' A GRIME INTO CONTACT WITH OTHER DISSIMI AR MATERIALS SHALL MEET THE .0. REOLRRDAENTS OF ME 2014 FLORIOA BUILDING CODE k ADOPTED STANDARDS A_y/O L S „ NA11E 63' to. BVIX NF]GHI .� f1M1GE N GHf T SB 1/2•. VQIT H GM ' L VFfei HEIGHT 0.L OPo. F+ B.L OPC. . F" u F i 3E-- i� �ljj ii t 1 ii I 1 1 i i� N u ii ay g ii Nl1\ p ri ri F � 1 S m 17 2' W. pgp Z' may. 5 1/� N M4K 6' LLAX. JAMBS JAMB 'W'B CORNERS fit' i L HE1GH1' M N 5H 1/2' ; LIn ypaf HpCNf .y 2T 55.. 3/4• . Fi• � O.L OPG � Ew mL •N �a pN � . n n 3m � zpm�S 3°: $� n P n Is L� at II I g n C��` - x `• B H q / N 1 _ 1 Od 1 e �• MI5• .-K%G. MY F g �Q'• N YAK 5 1/2' YAK Q� N WRNEI6 11111 ;5by:N]x.Ia.,N M B Mon Ito N41 ma 9R'N9 5BM. (LYt/S1LL)AL-FAROOQ CORPORATION O� �= CGI Windows and Doors• Ine. EYCW6vs e`vfm°ueroLv¢nPmarO B:9w suYSBr onrv6. surfesYB fI 10100 N.W. 25TH STREET Muuxl, Htawmwsa5xa (uti a6se) `.MWAI• FL 331T2 tn.ommaseasee cmc mom 2eaerne6w. w1 IIOt c¢VUB11s TA (JOS) %3-5590 FA%. (JOS) 59J-6592 COMP-ANL W10-OJCGI loxLM l dm0 no -us (sw 'm 065 m ($Oi) T1L am •�®� dz vz'zvsa a ai xWRNE, n<senexcme/xva a°lsses tnad-rss 0 ZCl££'li lywh OLOL O moav ar.a sax Ixlm O •r% (ensxra) ncsnnwlaov 7wtl1w 133tl15 N1SZ M'N 00 LO L ZI'"O °q nmm a >n •ro OR 3LI15311W0195Nf609E6 'Out •5100 UD SMO Ill I 0 P P .M 190eGavafodmo0 boonva•1v (TNSillll) 7n71W Luulsl s d CD W '¢ ww e�'s r W a �w %,<�o s TIT I C ] sag 5 ; js W am. mE m � ' c r m H QUZW V � WIWp� N_ 0�3 In 000 d. pV'W m p OWJ� F Q f fY ti Efgmq QII Z¢O 00� Qya ZOU K ZJp fOQU O S 0 m 0 z m 0 s � z � GU 6 O � b vye q g¢ 1 I I M1 m V ? 4 4 Q m o y ��ygam�a waama`smmmmw ��'°�ss¢mma��mma�°seas ov � sasmsamssam �a,��seaNnses°amae�^ N laxo-oiM vro-drvo0 z¢ss-cw (seU Wi css css (sos) "[s< .ane wu prmq w ,Ixow a ;y .�,� d ��mOm' ooR'+sz •*� ZL l££ '-U IWtl11V su o a •7 (esss wro) ettcevOlaOV YwNw J331LLS MSZ M'N 0010I O ousans�nlaO i:sxnsoses •Ou •sJOo _ JN3wtlOS]AiOl'IfIpWd95ad3Nl•N3 I Q PVD 9MOPUIfJ1 I�'J eou NOIlVMOdZlOO OOOiltlt7V (TXS/ilf)1 'M6Y Jf,10' K 7PpN MN OL!'Q(IW5 5�35 ups• :suolsl�w al-tt-n :.yp a �i = O 76^.... ..�i. alQ6WII 11 0 N Qr W •.el R V6 P4 W; U a Fie' a° z and w w dem= mF W O WNaN X ��UO m I . p pUw - oW9W � m 2�WH 0 Y F� F z�• o \Q` \ x o _ � z 2 0 Sn � •�I", g �.u>aas o a q q v, o o 2wa g q o ID$ R ¢.q R 4 q R• o$oasm$m w� `e gq .s n v U •1 . , q � A >a � m 3 p \ O N yy X 4\�3 z E qqI mz��z y fIOO N� 4] 0 o :m o A -v4 8(;(mm(w2 i NNy� p mZAy £ N G •P9m M ZOO ' 3 emeC m D °ay °m A F K 0 y � � z =z:D 7 oe� o' 2 anm ms-s-tm sons: 1DO gNryyp, 12I WN MM 9ID0. WN. (LY1/SYl) AL FAR000 CORPORATION ap O a. In' - r CGI Windows and Doors, Ine. 9360 6U s PRDDuaFDEVE1nPME B3WJ.MORI DRIVE,EIIREB20 ' 10100 N.W. 25TH SRtF£f MUM6 RDRIOJ1331T9 (ce.r.: asaa) u m'6r. MIAMI. FL 33172 1FL twsl Reaaam EWFpm6)wx a C •!Jc o ¢voile tp ovllmx Vh (] ) 593-659G FA (306) 591659] COMP-PNL W10-0]Cq bib, ' � e : � m • : m; ome m z $ b b b Ye b b 6 b� b�� pp pp b oo et eC�bs --ygM b b fl P e b e a b� b b b p w� v I Y=LN't�'EY'L m m boom �_ 11$ 1 I b g b b 6 b m� e b o e a b o p p mscn c sso9.1 ITV.1[9 m a.. F m10.t IRI LV.9 ILLd (esx 'trr�) scro occ3wlss tN3wam3Aaa lallc NOuvaoaaoa �j mom nypO u m "a W Z k �myym ,m [yjj d d m m A 11 C I 1 m s s m$ I$ I mmm m � � iV N < yy ---------------- d 5: 9 m7 2 qg 99 2. a "d Ei m qq m;d z {gym E ^n r m + ULU! "U 'IRM% MMi5 HlGZ •M'N OOLOL 'SJOOQ PUD 6MOPUIm IE)'J = Odmm MOON NM Odl'[-0 m sm I d00 I -an � 50 ANN. GLASS 075' N4Neyer Sa CP HW PET Con 81 'E.M Chemiwl Co.' OR AST I.orlcyer SO. Clew Md Cakr Glen By 'Eaelman Chemlwl W OR 090' InMd%er SnhyGW. o'Kura%MnedSe, Arc.' 490' Ird.4 w K.Bulocile PI By'Kurw%AmeNw, r-1/W ANN. GLASS HEAT STRWD CIASS .INS' Iftol yer Wa CP I PC Con By 'ES.W.n CMmlwl Co.' OR 090' Ooil y r Sa1N. Char Md Cakr Glau q'Eaelman Chemlcel C.., 090' kWeyer SeWAy . ST'K.., Am . Arc.' OR .IRW Nledeyer Ko Bulodl4 P9 By'K..m Pd.dca, Inc.' rl/B' HEAT MERV LASS 1 I u 123 GE 1W BE 00 2110 s @ ^'1491t 1h %ON CORNING B99 Z 0 �11I Ih �DDN CORNING Boo s ON CmiNING B9S DON CORNING G95 O ® / [�p5 EB / AT 1/4 POINTS ON ITES Se AT 1/4 POINTS ON UTES 6Y1 HIDER THAN 36' bWl . Y] NBEA THAN 36- GLASS TYPE 'A' Buss TYPE 'B' 5/16' h mlI IPaL GL155 5/I6- Nommyn IAR GV55 1/8' ME. GIASs 1/6- HEAT WREN'0 CVSs .OTS' IntetloW O75' Wte0%er Salk. CP Wi1h PET k. SeOec CP With PC Cem By 'E. lm Ch.W Co.' BY 'EOatman Che .l Co.' OR OR 490' hod.y.r 090- InWdayer, S.Nl a., Md Cal., Glen Safi. Geer Md Celer Cma By 'Co.tmon Chemical Co.' By 'Ee.O .n Chemwl Ce.' OR OR SPACE 0 '1udcyer 1/4' AIR SPACE . u0, hle�r 1/4' AT By 'Nummy Mnedce, Ins.' BY'KmGmy M.eelw,'I...' Ass OR 08 09V ktul%w I/B' HaT sTREyE'U 41AS5 090' hodayer 1/9' HEAT STRONG I K.ar% BYWdl. PYB I(ummy MAle PIB By 'Rummy yen ,Inc' By 'Mummy Amer•m. Inc' 1/9' ANN. BASS pp 1/T NEAT SIREWD GVSS p r 9N[BNE F1k' r SRICBNE F IRV CORNING IRSON CORNING 899 NI NTS A DON CORNING 955 s MI ON CORNING 995 �Y NL EDGE SPACER K ME SPACER ST. STEEL BY 'CARC111L' ST. SIEEL BY 'C/RDWW OR OR DURISFAL W'OIIAIDE K BURASEAL By'WNR%' OR 0 OR a SWER SPACER to •DUAECt' p SUPER SPACER BY Iowa` T AT 1/4 PCL SOES KT AT 1/4 POINTS A SIZES (TARS TTPR'Al' GLASS TYPR 1111 0.70' OytTULL MU. UN. GLASS 0.70' OyERIE1 INSWR VM CASs IN ORDER G 10 IRRUPT R PEACE DISSRE OIPACf MT EXTERIOR PLY OF IASs TYPE 'AI', 'Bt' k 'CI' DUST BE TEAPEPFA HEAT SIREWO CUSS .075' Inledayer SCBn CP Y51h PET Coro By'EoaMan Chemiwl Ce: OR 090' htorlayer S-4,Gba By'KumW Amedw, Fc' . rl/B' NEAT SRIEN'D CUSS BOW CORNING 699 ON CORNING BOB NT AT 1/4 POINTS ON CITES WER THAN 56' WARS TYPE '0' 5/I0' NOIAN& V CASS HEAT STREN'D utA 475' W. Salle. W Wllh PC Cam p'Eaelmon Chemlyd Co.' .am' NWrNyer SW,Gk. By'Nurar%Am , Ina.' 111T HEAT STIT01'D GVSS DON CORNING BIG MI DOW CORNING 995 XL EDGE SPACER ST. STEEL W 'CAiOMW GR DASTAL URST 'OWNER OR Eq VIPERSPACER BY 'OWNER' INy AT 1/4 POINTS ALL SIZES GJASS 'CITE 'Cl' 0.70' OyFRA1L PISUL TAIL CA55 PRODUCT REVISED .. cOmpl le .1%the Florldn moR .. 15-0929.13 lodm.. D.A. 09=2020 Br mil/�� ml.mljetld. P,W.0 cones 14NY 1 1 'f. m 46�g coy! 0p dgg G¢ gggpD1 4 LL i�ri C HI„ ay.Ing nP. W1O-18 EI`"°"� METAL FLANGE & FLANGE ADAPTOR FRAME LU 9 IBM BTRUGIURE WOOD DUO( \ : "P!Ro IIPIWL ANCHORS d FOR EDGE ST. B� NO MMMI-WOE COUNTY APPRBJED . 12 I SEE SEPARATE NWN ANCHORS t ° �Ll Ii EDGE DIU. p _ L(ial •.y:�•. .. ..... .. I I( 0 I El 1 TNIWL IAIWOIR SYEELEV. PYRB SFR ELF'. FOR SPAQNO Nfl SPACWC Sao oO dGGGGa yy d E Q n 6 LL 23/a'min. WOOD BUCKS AND METAL STRUCTURE NOT BY WOW. S 1 SCGIYSTEM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2-3/8' MIN. g m '^ 1 1/$ DIA ULTRACON BY 'ELCO' (Fu M HST, ry=tsS KS0 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 0 YI B R 1-1/2" MIN. PENETRATION INTO WOOD o $ _ � , pp THRU TOY BUCKS INTO CONIC. OR MASONRY FF fC O ° ri i 1-1/4" MIN. EMBED INTO GONG. OR UASONRY WxFT+ usm LM InR TAwD euOE E O � DEPTH 1H41 BE SV- THE USE oc DIRECTLY INTO CONIC. OR MASONRY DIMER OR DOMED WDDGDUIXS B pFplmm, 1-1 /4' MIN. EMBED INTO CONIC. OR MJSOFOTY o 3 m Y14 SMS DR BF DRI I,N SON (Fu=74 K9, F,,W KS�)gyp- FjINy7( INTO MWAI-OADE COUNTY APPROVED MUWONS (MIN. THK.-1/8') IWO METAL STRUCTURES 0 STEEL : 1/8' THIN. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) r PRODUCT 9 REV BED TYPICAL EDGE OMANCE aacBullaingTO%wBn 1hD FIDFIaD °I, 8 g 1 El INTO CONCRETE AND MASONRY 2-1/2' MIN. 1 No". 16-0929.13 INTO WOOD STRUCTURE � 1' MIN. p EKPImNP0 Brno 08r=DO20 IMO METAL STRUCTURE s 3/4' MIN. n 98 $6$ > ) E IR i Y1 i W S BS SO 058 MEN. By WOA7 THEM, SILL JAMB uut GPnh°L CONCRETE AlAT HEAD. SOR IANBS Fc - 30W'PSI c ° ;f e a :u W1 F O HOLLOW/RLIEO NORMAL WEIGHT BLOCK AT JAMES Vm 20DO Mi UN i 1 i �°S�LSo g`g W3 WEEPHOLES: NO o ° ° W7 - 1/4' X 1-1/2- WEEP SLOT AT 4-1/8' FROM EACH II It END WITH PLASTIC COVER PvpD,AH,7p,, 1 r W2 - 1/8' X 1/2'. WEEP SLOT AT 3-1/8- FROM EACH END FAeb:' A yy i A:. xx • .Ia."Sf` W3 0 1/8' X 1/2' WEEP.SLOT AT 3-I/8" FROM EACH END - T a- , ' L TWIWL ANCHORS FOR '•. .• D I I I SEE DEN. ANCHORS OF 1F 1 1 207 ' 0R Dv` eraM g w10-18 BUCK SPAEWG Rae s0r sc MAY �HAL1 T sheet 5 of 77 D,sr. F � m F � eg eta€ i RN I I f JrA4-- L 1 '3g D7 x xl � i i me iST.• €k O $SITIN i "z 4N8- a � a ro a t3 ql Sip g5 N mm $OlO +may+�y 2_2 �..r r az G w 9 Tay o a It sue a a 0• t)9 O 9 M. � a amso+zD-ta rtvlslons: au on 17J NIL If1Dl 9®NG EIIN. (LYL/TYl) AL-FAROOO CORPORATION a 3 @IGosu'RS'p NRrjF WJnR=0I{YAENF ' ii th - t• ° mN'' 1PO"m 1O m`•'m �CGI Windows and DoorsInc. 938DSUNSFTDRN�SURE ]30 m e xlwl wows >tm s¢t 10100 N.W. 25TH STREET NtAMt. FLGRIM83199 I a. M. oalwl m ow¢'M a r awlv.l m Dwsr 1 sNn MI ( ) 33172 w90 1fLpwn)3fi4Dam FACFfOfi)96ib9iB m � eM1t q: � mm.t „o wVnu 1MU �. lFL (]0]) fi9]-6fi99 FNL (]fifi) 59]-fi593 11 CONP-rWL W10-D]Ctl EQUAL LEG FRAME r� ____ ____________, MFW-OAOE WU AFpF I 1 NUWON k UUWON ANCHORS f SEE 517A MC NUA EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD. CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 01 xa/r a'UK M'EN USED TIE us. am BUCR OFEPEA 4o BEVEIID NWBB1106 6 DUgIA O "Mrmum APPROlEO NUWON ANCHORS S c Sr SEE SmARAT: HOA . BIICM IYiOiH BUCK "m TYPoCIL'ANCNORS SR EIEV. i9B SFILWg� . .�4611 _III PRODUCT REVISED: • e a asmplilnpp.11h NMuddx �� I a ndo ., •A '' ERplmUon Data 091=020 '0 ••, �' .a .. '. ��' gy � OF • fOR SFACWO Riam •Fro uc n of p�'•.!lOPoO�I• �I�( Z SS/ANAL e it I111 tls8O III amx n9 no. W1O-18 0 ss at osy9-+o EXTERIOR n CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI. FL 33172 TV- (005) 50-0.590 TAIL (005) 595-5599 AL-FAROOQ CORPORATION ° � ; a 4 ■ . . | t ' ! �■ §� ! § < ! .94 , Is j $ @ \�� ■ 44 * C. O _ __ __>_ - _� : 2 - f r . O Windows and :� � STREET�� COO -0-- _ _ - n"e O m -aG N O ......1� Q.. �Q 1 p a.4 9}99_tn rwisions: MB MM IW AUX R)R. SONG W. (L 4UL) A4FAROOQ CORPORATION O S G a, ae B9C iO MGJK &PRODaaTDEYFTDPAIENi S, A- t- c ovw.t. uwom m mts Rc CGI Windows and Doors, Inc. 01 + , ,.tvt: ,a olwa tws sKcr M1M?,1 G1UDA= ,sansasa f IUU a h a a.tal xo uw1cc twa sRaT MMI, N.W. 172 STREET m goFID aoc3si3 (Zo ssse) `. 0 MIAMI, FL � mg s[>-Hall aese9no iwc capllzmas>•e tlYc 1' osm.ts x9 alwcc ties lHll lFl ]0.5 59}gl9p iNG YAS !9l-6592 9 asoity p91lW9c llu slat T ) : ) COA1P-RNL\W/0-a]CGI l SCANNED BY St. Lucie County MIAMI•DADE MIANU-DADS 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) wivw,miamidade.gov/econamy 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"238" Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, 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. 1 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label mith 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. 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# 14-0903.06 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.15-0512.16 MIAMMADECOUNTY Co Expiration Date: October 26,2018 Approval Date: September 17, 2015 Pagel ` I CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 01-0918.01 and) 2. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision 7 dated 04/10/15, prepared by Al— Farooq Corporation, signed and sealed by 7avad Abroad, P.E. B. TESTS L 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, DurasealO 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 t 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. PateI, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports 06/27/08 and 07/17/08, all signed and sealed by. Candido F. Font, P.E. (Submitted under NOANo. 08-1114.06) L.J Manuel erez; Product Control Exaine NOA No. 15-05 . 6 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) S. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 238 aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated from 10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abraham, P.E. (Submitted underNOA's No. 08-1114.06) 6. Test reports on: 1) Air Infiltrafion:Test, per SFBC, PA 201-94 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 series 238 aluminum fixed window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'HTL- 0080-0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99, HTL- 0080-1020-99 and HTL-0080-0203-99, dated 03106196, 09/08/96, 11/10/98,12/23/98 and 02/05-15/99, 06/07/99 and 10/28/99, all signed and sealed by Timothy S. Marshall, P.E. .(Submitted underNOA No. 01-0918.01) 7. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94,.. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by American Test Lab of South Florida, Inc., Test Report No. ATL-1209.01-94, dated 02/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOANo. 01-0918.01)" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"` Edition (2014), dated 08/05/14, prepared by Al-Farooq Corporation,. signed and 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel erez, Product Control Exa ine NOA No.15-0 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-2 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 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. 14-0423.17 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 "Salex 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-51h Edition (2014), and of no financial interest, dated August 6, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-09.03.06) 2. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07, HTL-0080-0905-06 and HTL-0080-0905-07, issued by Hurricane Test -Laboratory, Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham; PiE. (Submitted under NOA No. 08-1114.06) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96, HTL-0080- 0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080=0606-99 and HTL- 0080-0203-99; issued by Hurricane Test Laboratory, Inc., dated 03/06/96, 09/08/96, 12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 01-0918.01) 4. Laboratory compliance letters for Test Report No. ATL-1209.01-94, issued by> American Test Lab of South Florida, Inc., dated 02/20/95, signed and sealed by GerardB. Sullivan, P.E. (Submitted underNOANo. 01-0918.01), 5. Test Proposal forthe qualification of Butacite® PVB glass interlayer by Kuraray America, Inc. as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. 1. Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their "Series-238 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring on 10/26/18. Manuel a P.E. Product Contro Ex iner NOA No. - 512.16 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-3 GENERAL WINDOW SEC77ONc "DOW WIDTH S FLANGE FRAME VENT WIDDI WN-2. 1 D.L. OPG. Z R Q B' W. TTP. F pgpgpg�pg 7 A CORNERS 9 OAT 0 a, 2 EACH END AND 8 18 O.G ON SHORTER SIDES M 20' O.C. ON LONGER SIDES Om^�8 II Q I I II i/ill �b:iEOL II ;, II - SURFACE APPLIED 3 II �j FALSE NUNTINS FOR GLASS TYPES ,I 1 OPTIONAL REFER TOSHEETS 0 VkVINDGVWIDIH_ 4 THRU SLZ ➢.L. CM%'-- !RTYPICAL V ELEVATION (FVNGE FRAME) ry 0nT jto Z } p 1 EXTERIOR A MAX. ANCHOR SPACING TO HE AS FOLLOWS U o g - 17' O.C. ON LONGER SIDES b 18' O.C. ON SHORTER SIDES o G gD FOR MUWON/MULTIPLE UNITS, REFER TO i SEPARATE CGI MULLION N.O.A. R K O "3945! a3 aa INSTRUCTIONS•$: THESE WMDOWS ARE RATED fOR URGE NRSIIE IMPACT. `o_ o? fro a USE CHARS AS FOLLOWS. 1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHURERS ARE NOT ftEOUIRED. = HURRICANENDI OF THE FLORIDAIDA BUILDING CODE MCLVDING HIGH VELOCITY STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT MED NPRIANE ZONE (HVrIZ). MI G APPLICABLE VESCE STAND WIND ZONE USING DVELTASUD T STANDARD. U WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER g 1 STEP 2 SEE GRATIS ON SHEER 4 THRU G MR DESIGN LOAD CAPACITY OF DESIRED GLASS MZE/IYPE. LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS �v yy� CIVIL PRODUCE REVISED 7ON2 a 9s3 A 3 3 EMBEDMENT TO BASE MATERW. SHALL BE BEYOND WALL DRESSING OR STUCCO. oAPE ue plylnSWD11Mwnm g STEP 3 USING OWR ON SHEET 9 SB-ECT ANGNOR OPIWN WITH DESIGN GAME MOLE THAN DESIGN LOAD SPECIFIED ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DUALS ME Bu11EInRCOtlu Aaeplulw No)g-O$12.](0 , IN STEP 1 AOTW. NOT PARE OF THIS APPROVAL ,Mim Deb a k %'jQ j v STEPIF A.UMINUM BUCK SYSTEM IS USED ME CHART ON '� SHEER 10 Q 11 TO DETERMINE CAPACNY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IWO WODD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEELERIALS SCREWS, THAT ' py ) ABAM ed:Pmdud dlyWiND no. STEP 5 THE LOWEST VALUE FROM STEPS 2, ] AND t DOME Mi0 COWACT DISSIMILAR MATERIALS SHALL MEET THE �9 W99—� 0 SHALL APPLY TO ENURE SYSTEM. E TIRE SST E FLORIDAOMEN REQUIREMENTS Oj THE iBLDC. CODE. ' sheet 1 of 11 EXTERIOR m W1N1 _7..__. "-1 1/2 D.L. OPG. WW-6 1/2- TYPICAL El EVATION (EQUAL LEG FRANE) MT 6' MAX. m N /SILL CORNERS SURFACE APPLIED 13 '1 If ALSE MUMINS g OPTI]NAL z N A o� `H 3 rno wn^ g MAX. ANCHOR SPACING TO BE AS FOLLOWS b -r 17. O.C. ON LONGER SIDES E U oo $ 6 18" O.C. ON SHORTER SIDES C PRODUCTREVISED sP2 ro<emplYmS rvON RUPImiA� At•Ittpinn No lg4.Ti12.1(p � Ca iNlbR oua 2015 Anae aroWmy P, W99-10 ALL FRAME ANO VD17 COW m TO BE SEALER MINI GE SRPRUF oR EQUIV. 173:��(K/)�I��d CORNER KEY CORNER KEY a THICK W. STSfL .OB] MCK AWMD FLANGE FRAME EQUAL LEG FRAME RaM PAW # NUANIDT Da6GNPDON uA]GRML YAMP.IaDPP)IRRARCYARN9 1 GW-373 4 iUAEE FRMAE 60N-TB VlCAIEK OR Ulm. IA Ltl-397 4 EQUAL MO IRNAE 606A-TB RlRAL11i OR DIM. P GW�7e 4 V (6/19' U CIAss) 6055-Te I1410d3Y OR RAW. 9e oll Tl 4 VDu (015UL LAM. G055) 60N-T6 RGIEY OR EOVN. Y OW-w 4 VENT 16- M G S) WO-76 NOAIEX OR DOW. 3 C<i-3]3 4 CODE GUZINO am BON-" N6AIfY OR AWN. u W-396 4 SQUARE GLAZING sw 600-75 WAUN OR EWN. 4 4 .CM TNIWI W D, NET ALUMVIN - a a ,ow wM GDRNER KEY V. ML - a W-425 AS RED. FRAME MTATNmSRAPPNG ULIIUFAB/SCNLEGEL ] WOO YI9C AS REW. VDTF aFA1XER6RIPRNO - sCNIFLEL 0-104 e - AS pEOD. VFM SG1EW5 O 30' WC. IDNGm WOES la' O.C. SHORTER wolm - �Io K 1' w sus 9 - z/ DWIER FRAME AD VIM AWDISLY StRDYs _ /IQ Y I -Ix ss sus Io - z/ LrtE smTWD 910CI6 mDu BURWAAIFR WES sNME A VENT (5/16e LAM. GLASS) VENT (INSUL. LAM. GLASS) VENT (7/16- LAM. GLASS) ]s/ bl)I CGI-375: OCEE GLAZING STOP CGI-396: SOLIARE GLAZING STOP wD PROOOCTB6VTSED %x Building CA& We Fl9619A Ru6dieg Code nmePl.rsR No 15-051 .1 1D U3 rellan Dmo 2015 D ATmd fu� mawiny no. W99-10 ' �1/8' ANN. GV59 .090' Salle. 0... Md Color Glace IS_[By 'Eastman Chemical Co.' A90' Bulacile MBy 'Kamrq ArM6.. lac.' ANN. CUSS AT 1/4 POINTS ON Ul6 10 WOER THMI 36' 6/16" NOMINAL GLASS TYPE '2' ANN. GUSS .075' Saflee CP WiN PH C e By 'Eaelmon Chamicvl Ca.' ONO• Sole. C100r Md Cokr a... -INTERIAYERS By 'Eastman Chemical Co.' BI y 'K SentryGlaa BY KummY America, Inc.' .090' Butane No BY 'Kumray M.rim. IM.' -3/1C ANN. GLASS " 10 d AT 1/4 POINTS ON UTES WOER RAN 36' 7/16" NOMINAL GLASS TYPE '3' PERFOREIANCE VALUES OF ILIPACT R%.SISFANT WINDOWS RISER 10 INUOS ] TIRU 11 m MDUAMON 9E]MS INDOW DILLS, CUM MR '2' GLASS TYPE '3' GLASS TYPE '8' DTH HBGHT M. (+) INT. (-) W. (N) 1NT. (-) EM. (1) INT. (-) 1/9' [26-11r 1/8' 2fi' 195.0 110A 195.0 110.0 195.0 166.2 110.0 195.0 110.0 195.0 166.2 110.0 1]2.5 110.0 195.0 120.0 110.0 148.2 110.0 195.0 1/8' 1/2' 1/8- ')' 195.0 110.0 195.0 110.0 195.0 10.0 110.0 18].] 11oA 10.0 E67.967.9 I16.8 110.0 151.9 IOI.B I80.5 84.1 108A 118.] 108.8 118.] 1/8- 26-1/2' ]]' 53-1/8' M-5/8• 185A 110.0 187.6 110.0 10.0 131.2 110.0 148.7 110.0 195.0 95.0 110.0 120.0 11D.0 120.0 6).9 85.J 85J 0.3 85.3 19-1/8' 26-1/2' 37' 8S• 110.0 1]].5 110.0 179.4 110.0 195.0 102.7 1027 110.0 120.0 110.0 120A 70.5 70.5 102.1 111J f02.1 111a 57J 57.7 81.3 81d 81J BIA 19-1/S. 110.0 120.0 110.0 1]4.6 110.0 195.0 - 37' 53-1/8' ]4-1/4. 56.9 56.9 90.0 90.0 90.0 90.0 HEAT STREN'D CUSS .075' Soft.. CP WlN PET Cam By 'Eaalmvn Chemkal Ca.' y So1nK Dear AM Color Olov �2EEEE�V o Ey i Z �. -INTERIAYERS By 'Eastman CM .Ml U., Q � A90' SentryGloa BY 'KummY Nnariw, Inc.' f � I � a .090' Bulacite M C By KummY Americo, Inc'IL 3/1C HEAT STREMD GLASS S V t v SILICONE M OE-1800 w� *AT.�I./IT�MINTS 00W 995 d aDOW 099 I C8mSOME BEAD � 1 I' II�DOPTIONAL ^�:::.a,ulALL CLASS TYPES I I S?NON WESIIAN JB' 7/16' NOMINAL GLASS TYPE '6' d i 0 OL3 R owO In m ZZ�mN 0io �y Uoa� PRODUCT R6VLSRD w e wo®PIYW)HNIAv FlarWR A !,' BuiI Aae9nlwpWCa e No 4120 inlbn DanOeao Ptlrawin9 no. 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MOTH WINWW IENO50 90 .d YC^ NVfO- b3!Y OJrI D p>pG y �aR -a0 gw� �o \ S OOON"y O� \ vvvOUlln nv ni9-i �z �' n+Nij Nampa ^mSi� 1�} $G Zi AWNI-1 �il 111N A 000�o 0 Ro � � gm££ 5s aoouo O Yy ae' 01-Is-w `L B r� £ s:yC I�1• DI 1• reulslons: SERIES-238 ALUMINUM FIXED WINDOW esen wn.a mama uv. co,WINDOWS & DOORS IO awo[ nn 91[[* (LM.I.) AL-FAROOQ CORPORATION wG S.W.STAVEI'mD1lCT DEVEL4m M] 1, W, RI AVE MMIWI, FlAR1DA 811]a no f a e 10.0J,E I�.f>II M I x. q: Nuso a .af.l w auxc[ JN9 yI¢r 00 N.W. 25TH STREET A4 FL 33172 c >aF+oslaes6soa rAx.Do�lolosJDNTO+`) I Y COMP-PNL W99-1,=i . ozml u oto 201. ns wzii 0 FAX. (005) 58J-559] �_ bLTBC tlalNali'IWMIW 3 3Ntl 1B'MS SELS ITCiWdOl3A90 L' IlppLd 95VV33NL'1N3 B NOUVMOdaoa bO=V=A-'IV -NO eG v° E�� m , O�• Om o ��ppi0 ola I I Im � eWSb L669-166 (SM) WJ om-Ess (ME) nu U LICE -j lvaoo 133UIS H19d WIN OOIOI S800CI V sMoaNIM 100 ,`I'N"1 MMOONA 03 NNNIA N SU-S3ei35 e n:. M o n R R R gin o R + F m m o m m q e o h g o q n o 0 0 o 5 d o C o C o iv o p 7 0 u \ d ! \' mt � 55pz i p m n Im I O n m 1 + U IFS q n m T " n 3' i ri n i 5 i n 2` i n 2` F� 2ry i ^ °w 'N 2 �va C� i Sid 9 a e nm m n § FSi R: nn nn R � mi XioW 'a w � 19�.�EnF3e��S��::��3 r9i A�+Yb69®�$�K'�mmmRRR 'Y�oS6mm�^� INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PMM MANGE VAUIES SEE SHEET 9 S - T191CAL ANCHORS SEE M. MR SPACING Z TYPICAL NICNOR$ TYPIGLL ANCHOR$ SEE SHEET 9 MR DESCRIPTION 0 S[E fLEV. FOR 5PADING SEE SHEEP 9 FOR DESCRIPTION SEE EIEv. FOR SPACINO SEE SHEET 9 FOR DESCRIPTION METAL Fi STRUCTURES C a SEALANT SEALANT 0 FYO� N � ` F V O 9aq�ggA M ypyy.jq a HsOL 3-1/V MO. 'T' 'P ]-1/9• MIN. 0 la - a INSTALLATION TYPE WOOD BUCK TYPE MATEfiIAL' PRESSURE TREATED INSTALLATION TYP ' ' WOOD BUCK TYPE '2' LHATERIdL PRESSURE TREATED 'TYPICAL INSTALLATION DETAI ON ALL FOUR SIDES/USING WOOD TYPICAL INSTA) I ATION DETAIL ON ALL FOUR SID S/ ISINC WOOD ATTACHMENT TO METAL STRUCTURES 3 O. v Op TYPICAL ANCHORS SEE EIEV. FOR $PACNO SEE 51¢ET 9 FOR DESCPoPIION MK.V. ANCHORS SEE REV. FORS SEE EL FOR SPACING SFE SNE O 9 MRDESCRPTIgI DES SEE SNEEf 99 FODESCRPRCI 3 /yam II— Oyu I SEALANT °"� z z I sEr ALAv X _ oW BACK 9LSTAu.AnoN BY OTHERS P MIN : - '' "BUCK INSTAITADON BY CRIERS ATTACHMENT TD T• MO. APPROVED MULLIONS d ;3St INSTALLATION TYPE '3WOOD BUCK TYPE 'i' INSTA ATION TYPE '4' WOOD BUCK TYPE-4— S q TYPICAL INSTALLATION DEW TYPICAL INSTALLATION DETAI ° n n e e ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD s ° ° rt-R c S 8 E ,T Gpn AVAp F' E PRODUCTREVISBD ammplylnS wilh Tho PlwlpF I ('' � Aar,iL N. -O iAi.T6� �fto DM Ifd y 9 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN 2015 kO cl o ng no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER W99_10 THEM TO THE BUILDING STRUCTURE. - shppt 7 9T T TNSTATLATION CONDITIONS EQUAL• G FRAME (APPT,Wq Tn ALL Po — STpF V � FOR ANCHOR PERFORMANCE VA ES SEE SHEEP 9 �v _ TYPICAL ANCHORS SEE ELL%. FOR SPACNG SEE SXFET 9 FOR DESCRIPTION F x%CAL AtIFOR S SEE ETEV. FOR SPACING SFE SHf£T 9 FOR DESCRIP110N TYPIGE ANCHORS SEE EIEV. FOR SPACING SEE SHEET 9 MR DESCRIPTION STRUMEtALa SiRUCNRES o O a �yo Ewe;, O �i g g0. u : . S I < i jO1 E V9 1 • 2 VB. Q 6 v� z t• MW. . 1• MIN Q ail .l f i 2' MIN. 2-1/2• YIN. INSTAI LOON RPF '1' WOOD BUCK TYPE 'i' NAWRBU PRESSURE TREATED INMp I ATII� ON TYPE '4' - WOOD RUCK TYPE 9 MATERIyI: PRESSURE TREATED j 3 TYPICAL INSTALLATION DETAI TYPICAL INSTALLATION DETAH ATTACHMENT To S ut ON ALL FOR SIDES/USING WOOD ONON AII�USING WOOD SIR A Ci ME[AL CT R c 8 � j Z N � 1� TITIM SEE N .. MR SPACING MIX ANCHORS SEE M. FOR SPACP'G Tflm ma"MS SEE ETFV. FOR WADING" SEE SHEET 9 FOR DESCW N ME ggRo �nNl 1 O 3 8' SEE SHEEP 9 FOR DFSGOPIION SEE SHEET 9 FOR DESCR N ii Z_ Z �� IT< rgOEgEg;; rypryp ' ° a . 2 JA9' BUCK NSTAUATM BY OTHERS v .v' • : •9 ., :. ' I 2 I/W Wx ATTACHMENT TO u loll 9UCK NSTAU.k BV ONDER APPROVED MUI I IONI S m§ 4 4 g S INSTAI LATION TYP WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK 7VPE 'p' M1EERbS: PRESSURE 1RFAIFD MATEROL PRESSURE TREATED TYPICAL INSTALLATION DETAI TYPICAL INSTALLATION Bum ON ALL FOUR sipEsAisiNo WOOD ON ALL ONr. oa ud0u FAR0p9 SfRUCNRES PRDDUCFREVISED • p 3 M PE. t9557 N Du�NBy�vI&l nRid• B 33 S } ASRPImm No 1S•OSIRA1�678 B. 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WID2 S_ m � £ mts ox-+9-99 ^�°'� +/+• - +' m ions: o ° ° 1pp108 rscn on �"'� °[" SD71ES-2M ALUMINUM FD(ED WINDOW (LM.I.) CGI WINDOWS &DOORS AL-FAROOQ CORPORATION a eNraxEmsm PNOouCf oEv¢ovmsnr' 12956W.8]AWi10100 w n I ° nzv+ uttws an. N.W. 25TH SRiEEf mwnl, FwRlon sa3�4 o a. ey: xwm x mstn w ouwc +ws s1[n DORAL FL 3 DORAL C nxa. [sos�zssasoo Fwx Cwslsaxan're oa+e.0 Umhn +o xi. �s[ 593�o FAX. (305) 593-6592 C'pYP-M'L�N89-10001 e .. . W eu S N S I: P m �.i �. N; m •ei P Y? Y ,� a ni u m L b b L w L L b H b b L H '_ H b b b 'm o j y oa V � q qSES'.Yt .' i !!++ . p D > N P �� b b '.oi b b�$ b E f N� O� L t b b m b b g� �! O J .Pi � w� P Y`.ii � N '.�i b H V Y Y b i 'e a Y�£� •_i.4 �a m8 �a 3 �v Ry�syvx: gxN�s.9gmm wmses xa.... s Q� S' . 2 u b b b b w u m g m w m Y m N m t�i m� b . b e Ii fe > b a G b L L b N Ni b m b i m o 6 6 w b b L b b b .m. 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A N , m KP.e Viva � cm i ef ic 8b N € Fm 61 z s9 offiOnS: 1OOI 112. cro.Rr9E a° wz-ulai9- 9ren I sa.t oM9e wsPmcperzw1I4.nnL9wK uGxqw 11"1 1mf,��E� FpI--,w1bIYw 2TIT1:'��I,,1m1a m m m w u n i i". ... w N . q 4 w' z ffi � n u S(;v=awiamwi�o G'�RLNn oam��iaNe��1"m t3 'zx Vo.nw G s$xM[n MN em. uex S Y N mm • S y_ :. 'v�m _ •ties•' N�o YN m • 4 m i j g• C y2 '{yy9 �i• 1�• n y 'tl C R m 4 L � L a m b Ta ef9 nFa � Apo I�Ob SMES-238 ALUMINUM Fl%m WINDOW (LM.L) AL-FAROOO CORPORATON a FIIGINE &PROouLTOEVEIDPMEHT CGI WINDOWS & DOORS =15S.W.E7AW oc 1010O N.W. 25TH STREET mwIN1,1L 1ZIM=174 DORAL. FL 33172 +o+.lsaGl aoaa�no vr9c tAosl3¢3L9>9 l Lid51 5m1-090 FAIL (i(151 59i-6592 muo_ew \wOo_lrvr SCANNED BY MlOMAORE St. Lucie County MIAMI-DARE 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.miam141a2.eovleconamv 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. NIISSII.E 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 NOA414-0915.06 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. APPROVED' •. NOA No. 150 22,202 rratioa Date: September 222020 Approval Date: August 062015 Page I 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 02102/10, 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, DurasealO 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) I Manuel P ¢; .E. Product Contro xa ner NOA No. 12.10 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-5' Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, 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-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. (Submitted under previous NOA No.14-0915 06) 2. Laboratory compliance letter for Test Report No. EM,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 Gaseon, Supervisor. G. OTIIERS 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. -MWh� - Manuel Vere4P.E. Product Control Fxaifiiner NOA No. 15.1912.10 Expiration Date: September 22, 2020 Approval Date: August 06 2015 E-2 ME 4PPUE FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN CN SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./SM. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUIMING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTEU. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHAM. BE BEYOND WALL ORMING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF ME APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT CONE IWO CONTACT WITH OTHER DISSIMIIAR MATERIALS SHALL NEU THE REQUIREMENTS OF THE FLORIDA BUILDING CODE EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" NIINS APPLE] FIN FRAME LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT drawing m W10-03 2.G no 5 g � (m. DH o o �+ xBcxr AZ �a n 0 cIOp= s OQ S(pH N N �um � O INrI -1 mzn N C� b N y� V G e�p f z o xoDxr r y $$ b$ b e O S o P &?yy6 G -,bra � B-1�f• J N s N MIN. Mi �^ m�as MNDE DIMS. INK ��m O $� N � DIM'., AE-1 BUM DIN. n �NDm (L np ,; oz-m_w revnione: SpUES SENUNEL 110 PLUM S.H. WOW. (LN.4/S.M.IJ AL-FAROOQ CORPORATION a :Y f �r 2. 1. ENOINE£x9 GPROOUCf DEVELOPMEM a CGI WINDOWS & DOORS axass.w.s�avE 10100 N.W. 25hi STREET MIAMP.Fl FHDAa 1'!4 G. a sr ,'o MIAMI, FL 33172 TM.laosl aefavm rAz lsaslxeaeeae <M. er m. (aos) sea-eseD rAx (aos) sea-uez CDMP-PNL\W1U-,,Ca ne Cate aaaa�yap�� •aaa •? •aaa •aaa •aa a a aaa G ®o a o a e x a � �es� yyyy yy v_ o yy e yy o e o o Y a a Y a o Y� 0 N .mod 0 0 LY lyi o epR, lyi e a, {i {i e o ��r. � fJ^ !� 0Q 0 ,X li o e p� U rd s S C ,q a 5 y ¢, 5 p 6 5 a e 'go q� p6 pS "ti desen on osu�o ti7 cewct zxe wm e oxm.0 unwno m zslz rec c w.lnls w ww¢ ixe wm 1/8' ANN. GIASH 1/8• HEAT 9 M-D ffa.l55 .ors• rated ye ICPRWInihr Sallmt CP WN PET Coo 9uRea PEf Caro LO' 'Eastman Chemirol Co.' By 'EasMan Ch<miwl Co.' OR OR 090' IntM%er 090' IMerbnr SaOez Coor And Color Glow Salle. Gear And Cola, Gl.w By 'EcoMon Chemical Co.' By 'Eastman Chemical Co.' OR OR 090' Interi%er 090' Intedonr Kura'% SenlryClaa CumySenbyGlP. By 'Ku..r% America, Inc.' OR By 'Kummy Mre'ica, Inc' OR .090• Inbdayer .ON' InleHonr Kuroroy Butadte PA Kummy Butuate PYB By'Kummy Amertco, Ina.' By 'K my America, lw., 1/a- ANN. G1AS5 Fm 1/8• HEAT SIREN'D GI a � m Yt NZ �'U� Yl DOW CORNING 899 I'+o DON' CORNING M9 DOW CORNING 995 / \ DON WRONG 995 1/4• MR 1/8' MIN. I F 5 AT 1/4 la Y4 WIDER THANNIS ON lRES 36'j 8 MDER4TFPWaiN36 ON IIRS GLASS TYPE. 'A' GLASS TYPE 'E' 5/15. OVERALL LU1. GLASS 5/IV OYEIULL IAdI. C4A55 (L.M.I & S.M.I.) ANN. GLASS 095' Merby.r SaO.z CP VA PEE Co. By 'Eaatman Chemical Co.' OR 0N' Inl.d%.r SaOex Gear And Color Glow By 'Eosbnon Chaln'Nal Co.' — 0R i090' y Sentray.e,r Kummy S as By'Kummy Anwrica. Inc.' ON 090' IMarl%er Kummy BulacIW PYB By 'Kummy Amedro. Inc.' �I/8• ANN. GLASS 1/4' MR 1/8• HEAT SIREN'D NI LKTN WIdVING 899 DOW CORNING 995 KL EDGE SPAD FA OR ST. STEEL BY 'fARDINLL' OR WRASFAL BY 'GIIANFX M E9FIT SUPER SPACER BY 'OUANIX' PoWTS ML S�'R GLASS TYPE 'AI' 0.70' OyD:M1 IN L cad. G1AS9 (L.M.I ONLY) (S.M.1.) W ORDER TO QUNJPY FOR SNML IDSSILE IMPACT RATING EG 01 PLY OF G1 TYPE 'Al' & '131' U= BE TEMPERED. E+S E C HEAT MWTI G aae .US' otodoyer Safi. CP With PET Con 0%,11a M.n Cllanical Co.' .090• Inbrloy Sono. Gear AM Cabr Glom By 'Eastman Chemlool Co.' — OR OBO' Interl%% r Kummy S.nayOh. By ' Int.floyar y A'neriw. Inc.' OR Kummy ka co. Ina By 'Nuroroy my P'mNca. ' F1/5• HEAT RREN'D GLASS 91E1CONE 3 N1kAII/I NG89995RVRDIWL'RASEALBYDGANDE RSUPER SPACER BY 'OUM'IX' ML SIZES GLASS TYPE 'RI' 0.70" GYTRe1d N9 u GLASS rMW-7 =UCT RRYISED r Ta598 W9dine�a4eNw Florida 05 AcI / PisYbnpem BY 30 201i Jmc h 11 drawing no. W10-0 TMICAL ANCHORS sF£ DM. TOR sPACING 2 4/E' MIN. FLANGE & FLANGE ADAPTOR FRAME 11.4% WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE ZW, THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. AI'MOVID ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TS'PICAL ANCHORS: sm m.. MR sPAcwo 1/4' Of& TAPCON 19 "DW" (Fu-121) 01. "2 nl) 1/4' DIA TRI AACON BY 'EUCO OF lr KI h-155 R51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THIN. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRIILIN• SCREWS (GRADE 2 CRs) INTO MIAMI—DADE COUNTY APPROVED MULUONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE — 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. CONCRETE AT HEM, SILL OR IAMBS 1. - 3000 PSI WIN. C-90 HOLLOW/DLLM BLOCK AT JAMBS Pm - 2000 PSI MIN. Ggn JAVAD AHNeD PRODUCT REVISED CNL B9 RQ,, h$WiNl the Fiurida M Pf 10f92 Dwlting COEe CAN DssO Aueptmce NoA •D-fjf/Q 10 uNnn Data �$D D, m m 0 2Q15 U r O ry� O ry �y�y �6QOE LLzy=�, ad�f� orvwing no. W10-03 1SIM 1P1G0LMµ0P5 MET°` EQUAL LEG FRAME p.0 Iw MR SdPAVCINO S RUCNRE Na WOOD BUCK TfPIGLL ANGNORS f �� FDC6D�f' z FOR SE ACING QQm EWE z I� MUWION & NUWON MICHOOPS �I / DIST. �r \_ . �I SEE SEPARATE MA II f EDGE dST. 1 6 zo ______Abtu N E1 C 0 O 4 \ TYPIANCHcl ORS SMIr CHORS 09 Q < sS FOR SPACNG MR SPACING Q q�q m S SEE EIEYANCHORS MAMI-DAUE COUIM g z� g APPROVED MU.UON iiJJ o � ] NB FOR SPEW I/-& muLL ANCHORS LL 2 N � &+ a 1/4 PAIL BUCK WIOM BUCK WIp1H SEE SEPPRAIE NM Q tR 1 SHWs LIIIII p- &ILK WiDDf G 01 SW® OPRONAL TO ® EGRESS LOGt _ _ _ AT SLL ,. — e G, 3 O W v I I S Ga uAjaO E9 a ❑3n� F i I © m #14 XI' M SMS. d Zz,!� EQUAL ii ' 4 voted LED FRAME CAN BE INSTALLED DIRECTLY INTO �! INTO WOOD, CONCRETE OR METAL STRUCTURES � ! W"OUT THE NEED OF A WOOD BUCK. aka@ p Y 3/8' MIN, EG M9 ! 2 !/F� 'I ,o�� ,..e• e . \ � 8 • SEE F1F/. CHONS \ o ° a R $ d " i FOR SPPLWC 8 B 8 f [� MF PRODUCT REVISED '\m GAL plyirsgwiW US FImiM M PE / ]Oset BUNd.,Code WHEN USED THE MIN. WOOD BUCK 412o RI DEPTH SHALL BE W. THE USE OF>'•` DEEPER OR BEVELED WOODBUCKS ISByIYRICA4 AHEHORS - PERMDTED. MGM drawln9 no. SFE d .FOR SPACING 15 W10-03 WWd BUCK sheet 6 of 9 ILLUBRtATNfIS E OONLY q'EL YNR`"°� FIN FRAME 4,u SPACING EKT. OR INT.. nNISHES NOT BY CGI c HO er al TYPICAL ANCHORS- SEE Rtv. MR SPACING Q g AB SIM (GRADE 2 CRS) 2 E, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2: 1-1/2' MIN. PENETRATION INTO WOOD $ n cwu we ° a u2 p a'¢ ss 0�"rc� QZIA, i M9 4' a NE 0 « � 4 0 SWEEP LOCK — ^ t MESS TO v 2;S ® EGRESS LOCK V7 AT SILL 3 p 7 yy WOOD SIRUCNRE 1/4' 1WC BUCK HEIGHT r C © F3 Nbf BY 0" GM WP O Ew 1/2' NIN. 1/2• MN. N� a 0 M I o wxBID C NG W C2 S< "s $ a t HOUSE WRAP ES NOT BY MI i o Ee EXTERIOR 508 $8 D.L OPC' BA CAUUQNUONC F3 Fqr. .UVNI AM14D PRDDUCp REVISED F CML vl mmplyigq rvilN lCe Flm,dp Iry HOUSE WRAP M1a 0 J65o3 Bwltline Cade NOT BY OGI I . Dma .TYPICAL ANCHORS15 W10-03 S¢ SPACELEV.ING sneer 7 of 9 MR $PACING C gIg or �e n 1 1 =pgn9C 5�0 ^ry O mt.w :chpUion SERIES SEMINEL 110 ALUM S.H. WOW. (LM.I./SM.I.) AL FAROOQ CORPORATION GS a m °a 1' AC e I'd11+0 mas.+a 3v.9Rq B69 pyup115 uroesc m wla rw CGI WINDOWS & DOORS F1'1CINF£AS&PMDULTOEYELOPMENF sass&W. R7 AM �e T p ) 0 41. EY O CM.IP IS w19N44 TS 5R+ 10100 N.W. 25TH STREET MIAMI. FL 33172 EU1 MU{MI, F RIDA W174 /w c N W Nk (305) 59i-8590 FAY (WS) 59J-M92 7R taoslzasavao Fax.laaal seac>.7e COMP-ANl\WIO-03CC1 A: $A 9 F e n a F � R� Y R' o 1 I 1 I y A 3 h8m' tSi � o a � F � I I t S m a C m m o l� l 1 1 1 I 1 1 2.505 1.]� E11 O56 2505� .811 2u 1.550 � U 8 o Z3 Q .]45 1YP. .]45 0, y V 1A19 1A15 1d95 - .@ V a I��9�Eii y ,2 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD E11 NAIL RN ADAPTER 0 �,553 138.T _ 1YP. ,.007 i O i Q o jmr a'; q 1� lug a w f F 1W. 3.175 .745 II1�(�� .113 1.J68 3.575 1.419 l.{29 1175 f Jl3L� LL II 1.013 VENT TOP CORNER 1.000 1120 [1 MEEIING RAIL O FRAME TOP CORNER j Y 3 n 9 m .505 :M5 1{ FLANGE FRAME SILL O FLUSH FRAME SILL 1.221I Qn 1.7E8 �1 j g o w v o S00 1301 IJ01 s c r�'1 m 'ny 065 TP. cd z z 3 Zz�.. 2440 �j 24a0 I O ��LA I. Ll C7 og� 1.015 L 1.015 yEM BOTTOM CORNER.70 2.195 .7u za{sFLANGE FRAME JAMB FLUSH FRAME JAMBA90.70 TM .71.015 Ro SE aP c O O H4t10 RAIL y •1 3 S 5/16- GLAZING BEAD .700' GWING BEAD 139s Dpr. JAVP➢ LHNA9 L PR0DUCTR6VISED 190 M PE! 70592 awm01yin8 WiWOa Flmide 0/�11 J535 13widmBC / Accepunv No 15 612. Jp 1.195y 1000 1.449 29J .050 .060r 1.41! 1.075 ,065 1.015 .550 .0 �G er drawing no. 07015 1� W10-03 OFLUSH FRAME 16 SCREW LOVER O SASH RAIL Ef0 FLANGE AOAPiOR shell g of 9