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HomeMy WebLinkAboutNOAMal SCANNED BY St. Lucie Count OF REGULATORY AND ECONOMIC RESOURCES (RER) )DE ADMINISTRATION DIVISION W ACCEPTANCE (NOA) MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 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 V ity Hurricane Zone. "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements - APPROVAL DOC NT: rawing No. W10-31 Rev L, titled Series "Sentinel 15U Alum suomg mass Door", sheets i through 28 of 28, prepared by AI-Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, 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 RAT : Large and Small Missile Impact Resistan Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing and the max_ allowable panels with in the unit fiame 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'/z" at Head/jambs & %2" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into cone. 4. Design Pressure (DP) limited to +1- 60 psf when utilizing 90 and 135 degree corners. 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 tionDate: September22,2020 - Approval Date: April28, 2016 Page 1 MM l® DADS MIAMI-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) w wmismidade.sov/economy 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 )r1, E-2, and Er-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. IM619.06 MMIAMI ecouwrr Expiration Date: September22,2020 ' gj,v'IL Approval Date: April28,2016 Page 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, Duraseal® and Super Spacer insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 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 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, DurascalO 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 roduct Control Unit Supervisor NOA No.15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28,2016 E-1 i CGI WINDOWS AND DOORS, INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) Duraseal® 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 tinder 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. BTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12- 0119.04/11-1031.05) along with marked -up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI-00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA #131121.081#12-0821.16) C. CALCULATIONS 1. Anchor verification calcul ons and structural an is c nformance to, complying with FBC 2010 and th FBC 50' Edition (2014), repared by Al Farooq Corporation, dated 02/24/1 ed and sealed by Javad d, P.E. . 2. Glazing complies with ASTM E13 - Jorge M. Plasencia, P. E. rod net 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 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", dated 03/17116 expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, hie. 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 511, 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, Inc. 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 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. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq 1. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA# 14-0627.15) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September22,2020 Approval Date: April28, 2016 E-3 AS THESE DOORS ARE RATED FOR LARGE 6 SMALL MISSILE IMPACT. SHUTTERS PRE NOT REQUIRED. RON119 SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS USTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28. USING MEETING SALE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. INS pROMGT- HAS BEEN TO COMPLY SAN REQUIREMENTS OF THE 20SECURED 4 (SIN EOIIIONT) FLORIDA BUILDING CODE E INCLUDING HIGH VELOCITY HURRICANE ZONE (IpI1,12). TRY TO TOR 2B RWLOOD OADS UCKS By OTHERS. UST BE ANCHORED PROPERLY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING PART O LLOADDING C EDITIONS NOT SHOWN IN THESE SITARS ARE A LOAD DURATION INCREASE IS USED IN DESIGN Or ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEM. SCREWS, THAT COMEIN10 CONTACT WITH DRIER 01551MITM MATERIALS SHALL MEET THE nIn FMruru OF THE MID FLORIDA DUD14G CODE. INSTRUCTIONS: USE CHAINS AS FOLLOWS. STEP OEIFAMINE VISION WWD LOAD REQUIREMENT BASED USING WOMLE ASCEOT 6IMUARD.O LONE STEP OETERMINE MOP CAPACITY FROM TABLES ON SHER 13 FOR THE GLASS WE AND REINFORCING TO USE. STEP 3 USING CHATIS ON SHEET 13 SELECT ANCHOR OPRDN WITH DESIGN MTINC MORE WAR OFSIGN WOO SPECIFIED IN STEP 1 MOVE. STEP SHHALLOAPPLYWEST VTOUMOREUSRYSTEM. MOM STEPS 2 AND 3 LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT PRODUCT REVISED Qm a comply'/ing with the Florida�.'Building GOOD,)1HOA-Ho. 750078.013@ gauplmtlon gat. 09122/2020Wln9 no.miam a e DO u. On . 10-31 A. J RBACN JAMB ANCHORS TrP. q}� HGB N� NS it rlr POCIET JAMB ANCHORS t... O TRALR $Iu ANCHORS T'PICAI RLEVADON PRODUCT REVISiEu - Oompl In witM1 Ih� Plorlda ' Nv 00p; ,Osten uh0 dlne ANo. 8101, 10.0070.00 �!. ly�,lp 0 OL PENINu OA.O HEIOH - MOM. FRAME OTT - 9 11/10' DA.O. MOTH = MOM. IFFIN E HE - B. PANEL HEIGHT a DOOR FflAME HEIGHT -1 3/18' k W10-31 + �B J' 2 TMGN xuB AJrcxau it 14' 3 uex. 0 FT POCHET JANB ANCHORS 3 TRACK SAL ANCHORS unx. TYP. , a, l III 0)mvnm rm Wno NmBum (Omvwm 4l ivuare 9ESTFD unn) . TYPICAL ELEVATION REFER TO. PAGES 14, 15, 17 & 10 FOR WEEP SIZE. D L OPENING DTo MOH - DOOR FRAME HEICM - 9 ti/16° To MOTH MIGHT - NOM PANEL WIDTH - - PANEL HEIGHT - DOOfl FRN3E HDCM -1 J/18° PRODUCT REVISED PJ'A�•'b ,�,LL yr, ee nnmplYln9 WIlR Ne FlorlaB 00�^'P•`•.1 31 .T DUIItlInB coax ' no. 06D3 - H pl.t . 15.21 28 lapinllan0012212020 Dele 09122/2020 { 1 DY� A OP ; •�- dCBwinO A0, Mlem- r0au0 On rO 0�•''p�� W�0-3� iO A nP. 14" FOERAR EIEHfftbR � �• 1W B/Ifi'• 146 9/10" BT JH• NFAO DOOR FflAME W10iH DOOR FRAME WIDTH ODOR FRAME YAOM VNEIN NFAO ARMORS HFAO/SRL 10P µPNR9 IB 1 B' ANCHORS IN PAIRS ]� ] OR /PNRS AT COPXEP SALE ENDS B' Z 3 AHCHMS 3 TRUCK F 211,1,118 FALSE M y OPTIMAL° 8t� 1 IJ/I6" wN, g b F°F;SY DOY a3�1 bfk� In I e I ail e R a ° b' a �3 o o POCK" b JAMB ANCHORS 3 OR 4 PNRS PANEL MOM J TRA.CN AT CORNER STAE ENDS. AL SIRE ENDS PANEL WIDtH . SIDE DRAFT ON MEET 15 AT J" D.C. JAMB AJJCItDRs . CAR CAPACITY BEE CHART ON SHEET 15 MR CAPAEITY J" [OEAOR FF-FIffEN��OR J TRAGIC - z nP BILL ANCHORS Y (mm UNIT) 55 0 1 A I EVATION C 1 L MI � PRODUCT REVISED , P� . compTL•in9 with the FbFlUa V° �"•., N BUIRUIHUA-NO GOxe 1S•0019.00 No. o�n t. � � Y S' � _ *_ W ti expiration onto 091221202D By iA OF / Slowing na. Mlwm n ra ap an ra ... ,o,..:�� W10-31 S3jONAL�� Fhnat Oat 2e W. / AT HEAD/SILL/JAMBS AT STILE ENDS SEE � 1 XXX (SHOWN) OXX XXO XXX (RFYFRSE) xxxxxx (SHONN) OXXXXO /DOOR FRAME MIT H D xxxxxx (Mom) XXXXXO (SHOWN) OXXXXO r THIS APPROVAL OOALIFlES DOORS WNH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS p,U i WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ME PRESENT. Z a # FOR DOORS USING 90' k 135' CORNER SOLES LIMIT MAX. DESIGN LOADS TO 160.0 PSF F i s � PRODUCT REVISED .....11& 9 CCn22�. NOA-M9 wllM1 1h. R.TItl. 8 OA-N., 76-0619.08 a E l.W.U.n/Deb 09/2212020Dy Mlam le .nv. O SEE CHART ON MEET 13 ■� —= is n���� ���_ ■ v ExTERIOR� N0.V. vANR VMM 13 CORNER OOYA 'o' ON sS SHEET v O 1JS GARNER OEL O 'P' ON SHEET 23 O OPIIQWL IN DDI OF JI o O 11CC �i FRAME WON a TJ Gj R 33 C PM'EL WMN 3 Dy �' e 3 � n M 9ID r& v \'l EXTERIOR SO CORHER OETNL'0' ON SHEET 22NON-REINF. INTERLOCKS IW CORNER OEOLL 'P' ON SHEET 23 SEE CHART ON SHEET IJ OPROM IN LIM OF J APPROVED CONFIGURATIONS NON—POCKFTEC COOKS (NON-RDNFORCm SHOWN) SEE SHEET 13 FOR Up AND REINFORCING OPTIONS THREE (3) TRACKS II II n EXTERIOR (D @ 0 H SO CORNER DETAIL M SHEET 22 NON-RONF. INTERLOCKS 13O CORKER OCM.'P' ON SMELT 22 SEE GW0 ON SHEET 13 OPMNLL W LIEU OF A NOTE'. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR AETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABUE PER F9C. gl� a_T mT PXXX(SIIOWN) XXXP PXXX%XX(SImWN) XXXXXXP I --r (05 1 �, p ,I No u EXTERION v p0. (apNEfl DErM 0\0 sxEET )9 v I3V CORNER OETM 'P' ON SHM 22 OPTIONAL IN m OF J LTPAYHTOCOINOOFTISNA 13T CORNER OEINL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J v v NON-REINF. INTERLOCKS SEE CWJR ON SHEET I] f _- II I� I I PXXXXXG(SHOWN) . O O EXTERIOR O . OO FAR RE NO 2P:ON'n d4 H OXXXXXP APPROVED CONFIGURATIONS POCKFTFO ODORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR OR AND REINFORCING OPTIONS THREE (3) TRACKS FORMS ARE NOT PART OF THIS APPROVAL AND TO M RENEWED BY AID. 13Y CORNER CUM 'P' ON SWEET 22 MORAL IN LOU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR'OETAHLS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FDC. v OOP FRAME W xx OXO SHOWN) D%0 REVERSE) ELM ]C — O.-- C. iO' c 1J5 DDN ON 6HFD 12 DvlwNAL xu IN m uFD OF A JI APPROVED CONS FIGURATIONS N QN—POCKETED OOORp (NON-RRNFDPCED SHOWN) SEE SHEET IO FOR Op AND RONFORCINO DPIIONS TWO (2) TRACKS 13 �y ,IV C00VER DOM. 'P ON SO ]] OPNOIUL IN LIEU OF A THIS APPROVAL QUALIFIES DOORS WITH APPROVED y_ CONFIGURATIONS SHOWN WITH BO AND 105' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z FOR DOORS USING 00' k 13T CORNER S11LES F LIMIT MAX. DESIGN LOADS TO *60.0 PST NOTE I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2, FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES•SEE SHEET 13. O. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ' 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. PRODUCT REVISED pa vpmplvin wllh lM1p FloHdp Duildia8 Coda NDu-xo. 1S•0979.06 eppuanop Od 0912212020 e NVam p Fodua pplro IrpWIng no. W10-31 A DOOR FWa1E WIDTH DOOR FRARE W NDN-REINP. INTERLOCKS SEE CHART ON SHEET 13 N r__ G je g a EX(ERIOR O LI l O PXX(SNOWM' XXP DOOR FRAVE WIDTH I KKI I _J L ® EXTERIOR Jt 2p CORNER D,,, 'O' GN SHEET 22 .16.IWHIN OF ON SHEET 22 BV CORNER oEINL v .n onto u aPSnaCN 11NARVW OF A ON SHEET 22 DOOR AVACE WORI I. L 't; 1- a u 1 1— PX (SHOWN) XP; POCKET CAVRY NOT ON OR NOT PART OF THIS NOA DOOR FRAME WIDTH I� �S ® 7EXTERIOR MR RRAME W �I I �1 I u IL PXXP DOOR rmw WIDTH --- I Lr I N N �m Ig N N 8 i J PXXXXP L ODOR FIM—E WON r--1-1 ts i L H N 1 1 V PXXXX (SHOWN) PXXXO XXXXP OXXXP APPROVED CONFIOLRATIONS PnrK� OOnRc_ (NON-RRNFORCEO SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING MOM THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 13V CORNET WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ME PRESENT. FOR DOORS USING 90' k 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 360.0 PSF NOTE: 1. CONFIGURATONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 3. FOR ANCHOR DETAILS SEE SHEETS 1S THRU 23. 4. DOOR SHALL MEET EGRESS REDWREMENTS AS APPLICABLE PER FOG, m in �ypyp LL4�p3p3' -I. POCKETNOT T S ME PART OF N15 APPPOVAL yJla' AND U BENOTREVIEWED BY PRODUCTREVISED ....nplGOtl, Ithth.MAW- .N.. 16.0619.06 erpUaNpn OptGO912212020 ey Mlem ntle Pmtluet Con rp !,.Wing RD. W10-31 A 31 xxxx (RIOWN) Oxxx xxxo xxxx (REVERSE) DOOR RIME WORT px F� px — ,I pxp qII p g R xxxxxxxx (SHOWN) oxxxxxxo ON 41 13 6 ML - r P omen, TN NCV or A ON SHEET]] THIS APPROVAL OUAURES DOORS WIN APPROVED CONFIGURATIONS SHOWN WITH 90' AND 13S' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' d] 135- CORNER STILES LIMIT MAX. DESIGN LOADS TO }60.0 PSF PRODUCTREVISED th. F1.11dh 9...I.9�C.d..1th NDA-N.. 19.0919.D8 ' Erpintlen Oat. 09/22/2020 NOTE: M. C0NRnURA7IQNS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION- PURPDSES ORLY. APPROVED NON —POCKETED DOORS (NON-RUNTGRCEO SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE MEET 13 FOR Up AND RLWEURCNG CITRONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (4) TRACKS 4. DOOR SMALL MEET EGRESS REOUIREMEMS AS APPLICABLE PER FBC. almir W10-31 BOOR TM WIOTH C)l 0— Ll- xxxxxxxx (URN) OXXXXXXID lllilLl LIs xxxxxxxo (SHm" Oxx)(xxx0 APPROI D CONFlC.I ATONE_ NON—POr:KETFD DOORR_ (NON-RDNFMCEO SHONIO SEE SNED 13 TOR Do AND RPNFORCINO OPTIONS 1 i I THIS APPROVAL QUAUFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WIDI 90' AND 135' CORNERS ��� WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z ^a FOR DOORS USING 00' h 135' CORNER STILES C LIMIT MAX. DESIGN LOADS TO 360.0 PSF F ate ow COMES OM'0' ON SHOD 22 I DO' CORNEn CURL 'W ON SHEET 22 OPIIONOl w um or J OO Comm BEIML'0' ON SHEET 22 13F CORNEA oD.OL'Y ON SIELT 21 OMOM IN UM OF J PRODUCT REVISED B• mplvyingg w190 the Meant. RIIAIaG GeE• NO".. 15-0810.06 P.epimtlon Gate 09/22/2020 By NOTE: Mlmh am- d.p.d..tm.tnal 1. CONFIGURATIONS SHOWN FOR ILLUGMEON PURPOSES ONLY. 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DUALS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. S 0 frowmg no. W10-31 11 ODOR FRAME WRRH i L N a " PX%XX (SHOWN) XXXXP DOOR FRAME WIDTH N04 PANEL WDIN NON-REINF DRFALOLNG SEE CHART ON 6 FEE is IF 6 I L— Q Q EXTERIOR DOOR FRAME WIDIH ' ri I� H 11 J N " Iao M 1 4 4 I PXXXXXXXXP (SHOWN) APPROVED CONFIGURATION9 POCKETED DOQRR (NON-REWFORCED SHOWN) SEE SIM IS MR 01 AND REWTORING OPTIONS FOUR (a) TRACI(R POCKETS ME NOT PART OF THIS APPROVAL AND TO BE RENEWED 6T NM. THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 9W AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 00' AJ 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 260.0 PSF IV \b LPY EXTERIOR DO• CORNER DUM '0' ON SHEET £2 Ids' CORNTTI BURL'P' ON SHEET 22 OPRONN. IN UEO OF J PRODUCTREVISED Bonding ...PlllrR with the Flailde NOA-No. 16.0619.08 DNpOeu.e net. 09/22/2020 By nu . ro ua tan ro NOTE: I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FDIC. DOwng no. W10-31 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURA11OMS SHOWN WIT" 00' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR ODORS USING 90 k 135- CORNER STILES' LINK MAX. DESIGN LOADS TO f80.0 PSF L lie 1111101IL1--III XXXXXXXXP = NOT P� DOOR FIR ME WHIN �I L Ir �l I" I N Tt Ttk H I PxXxxxxXO(SHOWN APPROVED CONFIGURAMCINg PO CKF�TFD OOORR (NON-RSNFORCEO MIMM) SEE MSET 13 FOR DP AND AMMICING OPRONS FOUR (4) TRACKS POCKETS ARE NO PART OF THIS APPROAL AND TO OE RENEREO BY Mi. v v � v EAI[NIDN .'.v pO CORNEA DUNL '0' ON NEU 22 OFnOXk IN UM O j, ON EXER 12 �., 13 OW GOPHER DUAL '0' ON SHEET 21 NS' CORCOMMOEMR'P' ON SHOT 12 ' OPTIONAL IN IIEV Of J ' PRODUCT REVISED as complFIn with the Plaxda Bulldln8 eotla NOA-No. 1S-0819.00 Baptratlun Bate 0912212020 , By NOTE: Pro ue on ro I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ' 2. FOR APPLICARUE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETN19 SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC, CS] Big g o g 0 qao TC QLL a .588 469 drawing no. W10-31 '4° "a' 0 5 p c� �) M 19J ICLDLM\lM/-dnW Z6s9-[h3 (SDC) �0.'! 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Q 8 r- - - - BAD- -- _, - - -'1 - _ .- - .AR IYPE'A' • -n1 BE. /Y•ve xq VIE 'A'- -nn AA. rY1I55 x50 yy G IMO 2BY W000 BUCK$ OR WOOD STRUC ES I G y I-1/4' MIN. EMBED INTO CONORSTC II _ THRU 23Y BLACKS IMO CONCRETE II THRU TRY BUCKS INTO CONC. OR MASONRY I ICRETE 1-1/.4' TAR. EMBED T .GC0 . on MASONM. O TYPO 'B' ,]/4" Y ]..1 d' CURB 'ON BY 'E .I>y. N4. FP I35 N50 II TYPE 'B'- - (1v-lA .4 h..-- DIRECTLYI ®+ o lu IMO ONO. bR MASONRY D( '� 2" MIN. EMBED II ') BX:-HIBGG-1MTD-BBN ASONRY I O ,I/d' MA_ SOF DRILLING SCREWS (CUBE 5 CBS) TYPE '0'- ,y4- nib.SELF DRI LINO 6EREW$ (.BADE a 00 � In INTO MIANI-OBOE COUNTY APPROVED MULLIONS (1/6" 1MN. MIN,) I INTO MWJI-BADE COUNTY APPROVED MULLIONS (1/8" THN, MIN.) I 0 m INTO METAL STRUCTURES' INTO METAL STRUCTURES 51: W1 STEEL : I/e' TL'K. MIN. (fy OB NSI MIN.) II STEEL 1 1/B' THK. MIN. (TV - D6 KA MIN.) I � � Ci I ALUMINUM 1 1/6 TINE. MIN. (6063-15 MINI.) A UWNUM ; 1/6" TMHi M1H; (8067-TS MIN.) o _ A L - (STEEL IN CONTACT, WITH ALUMINUM TO BE PINE. bR PAINTED) - (STEEL 1f✓ CONTACT WRH ALUMINUM TO BE PUTEU OR PAIMEOJ TU o o _:s j� T SIM ANCHOR COO Am�'i0 [.TYPE 'B2' -111 PH.. FY-155 IT'S INTO CONCRLTE-OR MASONRY - 2-1/2`'Md. RIRECRY 1M0 CONCRET IWO MOD STRUCTURE - 1' AN. INTO METAL 6TRUCNRE- 3/4' MIN. L - _ MIN. EMBED INTO CONCRETE - _ - - - _ .WOOD AT HEAD OR•JA4BS SO w 066 MIN. NOTE: CONCRETE AT HEAD. HILL Ofi JAMBS 1'. - 300 PSI MIN, 'C-OD HOLLOW/ MMq DLOOK AT JAMBS I'OI - 200 PSI WIN. ANCHOR CAPACITIES Lf$TEO ON T111S fr SHEET Tb BE USED IN COMJUNcTdN slw RISEAH r%5_E HNEErs To. 15. 17 R,IB FOR OPRONIL SILL DETAILS C WITH R APPLICABLE CHARTS ON SHEEP R / AN0 SHEET 13 FOR CAPACTY TL s p LOWER APPLICABLE VALUES SOMROL, / J TRACK2AI SYSTEM SHOWN ES. APPLICABLE ANCHOR INTO B NRECTLCHPA TYPE 9, 2 AND R TRACK FRAMES, DIRECTLY IMO J N51 CONCRETE � DIRECTLY INfB ] N$l CONCRETE PLEA£E SEE FOLLOWING SHEETS FOR DETAILS- g ° A g i N U PRODUCT REVISED T7,.A' 'I ..omPlying WILD the Florltla ] . • (� 7Y1"^ l Bu1MlnD Cotla 4 ... b.5/6'S, 4 .., 4, �'. . �: ":�jOFN@P'•.,* N z NOA-No. 7fi•0979.06 ." l'_, - a, $• A.705B1 ' Bx0lrolloD D.L.08172/Y020 PO EDA W.RdDlmB 47YPICIN ANCHORS -Er IN CLUSTERS �Y )\ Ip-MElALl1 /N0N-SHRINKAGE 'AT AIYO. bRLE - 4 ] By HICK 51RENEW GROUT (1 INTERlO.CK ENDS / 9lrowinG no. Mlbm tlB rB u. Can r0 I'0'e BOW PDT MIN. SEE CHART AIR,OF NOT DY C_cl, row OUaNTNiEs .._•..r,4.?I?�•_:o� W10-31 E 9 0 SHEET 15 MR MgHQRS EDGE MST. 31/ 5/e- A EDM OEGE O 111 SI¢ET 15 FOR ANCHORS PRODUCT REVISED an Ohre plyylnpp. Ite the Florida NOA-Na. 15.0819.08 EaptraDaw Dote 09/22/2020 C Mlam- Pro uo on re 0 fV 0: P SIZE 1/r X 1/C 0 R TO SHEET 15 FOR VARIOUS kL ARON CONDRIONS. NAL SLANT SILL ADAPTORS LL ME Wit DADS rSF Irowinl no. W10-31 ANCNOpS PANEL MOTH iI SEETYING& SEE REV. MR: SPACING �U ro 'n t/2' MAR © EA O.L.D. O REINF. AS REDO. O O " ; zo LOAD OWING SHIM M15A I SEE C T ON SHEET 13 FOR CMACIN p FS 3 - g M 0 0 --- 0 0 o -- Ob Imp! p< 1 E O O () o Q - MNA YIOA - - Q ,AF 6 . IfR to I u D.L. Go. 1 D.L.O. ° 1 EXTERIOR NOM. PANEL WIDTH 1 PANEL WIDTH i9 0 I nCK_.Cnl_F 1Nff9L9CC9 d4BA0BL (pDNFOgCN) DOOR FAME MOTH URJ�4CEo ��C fn ODD ROCKS OR LARGER /10 % 1-1/1' SPPH SMS I ER CLIP a3 O PANEL WON © O AT to- FROM PER FAN FAN 00 N2 c �� }' 1/1•' VA%. AND AT MIOSPAN _ $ 2/ 1' W. 1/A• MAIL fN ao O IOADSHIM DLO. LOAD BEARING 18 X 3/A' SS PH SMS LOAD OWING METAL U SHIM y M2 1 PER CUP SHIM STRUCTURE C� i�ij g TYPICAL ANCH RB SEER - R$'3 TYPICAL ANCHORS TYPICAL ANCHORS SEE EIN. FOR SPACI II SEE ELEY, , MR SPACING 0 FOR SPACMO g2p •...y E � � EE33 y RFC g FIXED PANEL EX1 ES DOOR FAME WIDTH E%TERIDR DOOR FLAME WIDTH I AH PRODUCT REVISED 0:" '•;YJ A� DOOR FRAIIE MMH Bad..lgingga with the Florida ulllnR eE 0¢NJ : ••.i. OR OR Wool WOOD BUCK N°P-No. iE•0818.08 ! 601 /' is WOOD STRUCTURE . - esplraTlOn Do 09/12/1020 .J dmwing no. BY oPV(!� •'•,haR1O.`. r mlam- uc onro G /ONAL� W10_31 THREE (3) TRACK DOOR DETAILS sheet of 26 WEEP SIZE 1/4" X Ile REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITION DEOOMTNE snl rn OPTIONAL 1 I' n' Laws PSF PRODUCT REVISED as complying wUh the i,.ad. nulming eotla NOA-No. 15-0619.06 Upirntlon Opts 09/2212020 ny mism Pmduct Control i ANCHORS stingy 09gA O dtlQ III W10-31 8 ANCHORS FRIBa �V n SEE EL SEE fEV. FOR SPACING Ry b 1/2' W. PANEL WNTH I C i 1� LOAD BEARING 1 #10 X 1-1/{' SS PH SMS PANG' WIDiH SW G.1 fl PER CUP O B.t.G. J1 F ; I SS PH s N1 eaPER CUP 1 EG 8g{ (a EX FI%f0 PANEL O.10. JNEE0LOC1f (REINNRCEO) � C EXTERIOR NOY. PANEL Ww" FF;; DOOR RUME WIDTH a SEE NOTE HEDI N �J 1/2'YAk 31 Ci�do LOAn BEAIGRG K1 Ci Y /ID X 1-1/1' Ss PH sYs I/1'ma.3 exlu PMm WmPH y 1 PEA CUP o%—mac C LOAD BFARWO g3 EEE CUORS \LWWOEMANG IS X J/1' SS PH SMS NEIAL U�URE 1tU4�91 I D.LO. SNIP fMR SPACING 1 PERCOP O TYRCA AL MOORS SkAU'E�ELRSi SEE ELEV. CDR SPAC G ,E II FOR SPACING u URI � E%I. t' i • � EI9. I .& a 2 . EXTERIOR OaaR FMNE WHHH DOOR i(WlE N1MI DOOR fRAIIE WXIM MD PANEL tt waoD Duch �pS7,AH OR WOOD 61ROCNRE PRODUCT REVISED J< M p SEE NDTE SHED 1 as nomPlYlgR with Rho PleTltla Ba11UlnD co0a •i 70R1 } MM �' NOA-N0. 15-0879,08 - I e{T vI $ g 1 ' o'k.ua/a Date t ��� .. �0�9/22/2020 aT i, tlmvinl nw totem—lildA P.o uc�i � SS /�NA1.E TWO (21 TRACR DOOR DETAILS sheet l9 a(28 1-lp• u PA 1 PM EXTERIOR W10-31 m TNn6AD AT 6' FROM ABLE FOR OUTSIDE CORNERS ONLY ' PRODUCT REVISED pp complying wllM1 lho llaNYo � u6 „O NOA-Ng 18.0618.OB ,700 OA-Nv. Cwpheliong 1000/2212020 i drawfn9 Iro. ml..11 Ud. Pmdpd L'en TmT TYPICAL AT PANEL d CORNERS EXTERIOR EXTERIOR MOUNTED POCKEED JAMB PRODUOT REVISED •OCT pl In wllM1 the Pbdde NOq-NP. 45.0619.08 EPplrpllpn Oero O91 212020 By mlpm- a rp nen o 0 Big lrovmg no. W10-31 con PART No. I DESCRIPTION MATERM MANUr. REIIARXO El MATZ FRN6 SOL 2 TIUCK =D-TB Cal EXTRUDER E2 WI-151 FRAME JAMB 21MCK 6093-T6 m EXTRUDER E3 MI-180 FME HEAD 2 7 MK CDO-76 COI !EXTRUDER FA COI-153 EMOTION INTERLOCK eom-la COI EXIRUom - Eli COI-154 INTERIOR INTERLOCK 0063-TO COI EXTRUDE to C01-155 MAW STILE e063-TO COI EXTRUDER - EI CCI-156 TOP & BOTTOM HORIS 6003-T6 CGI EXTRUDER - Ea pal-167 • SItL RISER 6083-16 CG1 FORRUDm - E&t OU-1E1 A.T. DNL NSER(OPRONAL) 6003-To COT EXIRDDER - F2 CW-1a6 WMRIUR NUICN ASTMOA. e083-TB Do] EXTRUDER no I CM-159 INTERLOCK R010ORGNG (LENGTH FPAAE ID. - B' 5053-TB all EXTRUDER - Ell Ep-182 1 IRWE SILL J 1MCK 6063-TO an Content - E12 CGI-Iat I F WE JMAE 3 TRACK 6083-M CCI EXTRUDER - E13 CGI-163 I FRAME NEED J TRACK 0003-Ta Cal EXTRUDER - E11 I CCJ-1ae I OUTM TIWCK ASIMM 6063-76 CGI mnwm - E13 C41I a POCKET HOOK 600]-75 CGI EXTRUDER El. 5-121 T/I6- CUSS EIAZINO EGO 6001-M co, anion FR E17 al-12J r cuss C"O DUD W63-75 TO EXTRUDER E10 cm-13M FXRAC. MT... (OpTIONLL) 6 CW CONDUCT EID CGI-191A OR OUERMCK (OPDONVJ B CCI EXTpUppiE10 CCI-ISSA 16 CCI E%IRUOG[]1 CCI-15lA TB CGI EXTRUOEPE32 Cp-TOG TR CEI F%IflDOEM1C!J CGI-I6G T6 CGI ENIPWFA - [1/ Cal-160 TB CCI [DRUOER WWRNSS_T. - C39 Cp-le4 TB 61 CKTRUOFRF16 CGI-IB> TJ CGI EXTpWFAE17 Cp-106 Y6 COI GiRUOERf]B CG41026 T8 CCI ENRIUOCR - F39 CCI-101Y T6 C01 E%1gBpfflEJO CGI-10.T0 FRALO JWO 4 TRACK ID C01 EXTRUDER E31 CID-I057 FDNE CUFYFR ACAPTOH (BD) 6053-To CCI EXTRUDER 02 CGI-!OSB FfW1E WRMER AMPIOR (1]Y) 606]-10 CGO EXTRUDER EST Cp-1090 ILLLE COANRi ADAPTOR 606J-T6 Cal EXTRUDER 111 00I-0311 41AZW6 BNB MWNT. (OURONETER 75-RO SHORE A) I WD MS 1 COI-171C I MET) PANEL CUP (]-1/2' LONG) 600J-to 3 O EKED PANEL M3 CCI-173 FIXED PANEL SHIM NYLON 2 PER FIXED PANEL MI(I cp- 76 EMS IUD INUUR & PUT PRE WCDL/RAON SUL NNI 1 PER INTERICK ASiR. MIt W]120INC PEE WITH CENTER FOR WOOL ULTWJAB OR EOUW. Y12 NOTIOM PM SRFFEMR, P LONG. 9 AT EACH FNO AIUMHUM CCI WOODEN 4 PER BOTTOM PAL U13 1A-51 EDITOR ASSEMBLY AT PANELS WRHWI CORNERS ST/ST AUCTION 2 PEP OPERABLE PANEL um 1 1884 1 ROLLER ASSEMBLY AT CORNER PANELS SI/ST MIBBURY 2 PER OPGMBIE PANG 914 sGO-500 DUAL MORTISE TACK ST/ST SULININ AIIMHEO 10 540-- MI MOI-0030-117 DUNE MORTISE LOCK ST/ST WIERLOCMS ATEACNMI TO U16A Ml5 SOU-6O] KEEPER ZINC SUIUWN INST. W/ R /100/4' PH VISA 800-50)N REEFER ZINC IMERLOCKS INST. W 2 010%3/4' PH mid SCD-503 RECESSED ADAPTOR 20,10 SULLNAN WSC W/ 2 )IDX]/4' FN Y1M PS01-00.1E-TIT R[CESSET ADAPTOR ZINC mmG RS MST. W/ 21100/4' M M17 SCD-5500 3Y]OIE SET we SULLNNI/IMGLOCXS - ule aA23oaA11 RAKDIE So. OPTIONAL ZING sOLUVAN - N10 SCS2W0 pIPRUF SCUM SNCONE CE - U20 1 W-177 I PANEL lop & BOYOM NET FILE Wool./PVC SULWAI OR cwo, 1 PEA PANEL NIT WS-201 HFM AND BILL SMALL PLC PM WOOL TO A. OR M. 1 PEN INTE1LOCK/MTRA4AL YS] N'S-2O1 SILL INERLOCX PRE PM WOOL ..Wm OR EOUM. MSJ ND-12-IU043 ,DSOWMN POCKLT SGL - MEMORY S2 - I /lp X 1 1/4' la. PHL PM. SYS, Sl/ST, ASSEMBLY SCREW I - - 1 2 OR 3 PER CORNER SINGM LOCK: FOR ALL PANELS WITHOUT CORNERS TWO POINT LOCK BY 'SULLNAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM BOTTOM SS MORTISE LOCK (PART ®SCD-500) (PSO1-0036-111) ZINC RECESSED ADAPTOR (PART BSGD-503) (PSO1-0036-117) ZINC HANDLE SET (PART QSMS500) & (PART fSM23ODWH) ZINC KEEPER (PART #SGD-507) (PAR( ISGD-507M) DOUBLE LOCKS: REOD. AT TV AND 135' CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40- AMU 78' FROM BOTTOM 55 MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) SECURED WITH (2) 10-24 K 1/2- FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING VAR (PART #HD-3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 K 1-1/2- ON. MS STEEL KEEPER (PART 8HD-3310143) SECURED WITH (4).10-24 X 1/2' PH THREAD FORMING SCREWS PRODUCT REVISED 6mplyIng with the Florida uggo CPO0 NOA-No, 15-0019.06 P.Xpiiallbn DOWo 09122/2020 Mmmr-Detld Product Conte, TIFF AHji �I& LI PNBp^•,O drowng no. W10-31 K.ns ss2t .a7o -f .070 -1' P60 .B47 1,250 d/] 1.250 OO FRAME HEAD (2 TRACK) Q FRAME HEAD (3 TRACK) ' .840 FRAME SILL .BBS.O50 ,975 .B85 20 .050�5 f.181 1.181 GLAZING Sao GLA7JNG BEAD 1w. mevC mi. IAM. GUST .sell 1 .079 1.500 1.100 ®' L- .070 `2.fi00 O TOP/BOTTOM IIORIZ TOP/ .753 JA00 .995 •7 29 •065/ .1Ar .OfiO 1AJ1 .070 .126 5.01i '�F .156 FRAME SILL (J TRACK) IABo I415 @ FIX. PANEL CUP JA00 1'Ij 0 R0 0 L 3.750 2409 EXTERIOR INTERLOCK (OPTIONAL) HORR �F� .070 0 J6ce MAIN STILE .6B5 III--J.%5p MAIN STILE (OPTONAL) JAaO 165 I �? �71 J.000 TRACK ASTRAGAL STILE lU INTERIOR 995 095 O F9 1.710 1.515 .060 2.005 .005 1.186 1.501 460 1.31 .156 -J.BBB fig EXTERIOR INTERLOCK In 025 2s law Al TRACK ASTRAGAL 1.255 095 1.170 ''••'S .OBO 2009 INTERIOR INTERLOCK (OPTION! PRODUCT REVISED oe 0omolYln9 Outgo cotlo wllh the Floritl0 N0A-No. 16-0619.08 ex,hnll00 Dato0812212020 ey Mlam e maw on 85��v ,Y ryry o 3Ro p� Iagig 0 C 03 Mm nm r�Cc _ O a z A r n Ee y-ZO-10 SgnS. e3tf1 Nn �[$ STMCff1191 Mll S'34 ass �1) A1rF 0 . C s�.��.mm awums CGI Windows and Doors, Ine. a36o ysraEy oan (AC p 5 ROt °ate 10100 N.W. 25TH STREET4 Fl.oRmws I a. er. m.�i.+c cwmx �u MWdI� FL 33172 +m-P9s1z9sa9m o tlN W RL (3M 59.i-6590 FA (305) 393-6592 m �o b m ; A � m p mFE N N A ema m-xo-ta �nsapnx a mna.n ro awvs vcs s¢'c* O a. n= v oua.aa mwv � et er. sF1iL5 SFNIY71. 15o NLY ADMG CLASS DOOR (L CGI Windows and Doors. Inc. tO100 N.W. 25TN STREET MIAMI� FL 33172 \0 e AL-FAROOQ CORPORATION p �a U, 3 E 3E SpOWFI. I50 NOY 410PF 61A5 OOP! 1LLL wwrc mz D"eT CGI Windows and Daars, Inc. 10100 N.W. 25TH SfREEf I L , FL 33172 to ( FL 3ss3' 7D vae. (3as1 su-cssa Ell R �e r-o MEMO AL-FAROOQ CORPORATION FNOMFFS &MODU DEVi1aPNF 93 0SOMStTDRNE,SDn£'�O M19NRI, R MA'9 (G - -M) MI®DARE 1 DEPARTMENT OF REGULATORY AND ECONOM BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO) CGI Windows & Doors 10100 NW 25" Street Miami, FL 33172 SCANIVEb BY Si. Luce Count, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION (RER) 11805 SW 26 Street, Room208 T (786) 315-2590 F (786) 315-2599 �.miamidade.eev/eeonomv 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 PER - 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 die 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 u tca Series "Sentinel 110" Aluminum Single Hung Window — APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.IJS.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04110/15, 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. MISSII E IMPACT IZAT :Large and Small Missile Impact Resistant. LABELING: Each unit shall bel with the manufactur ame or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:. The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0915.06 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 xpiration Date: September 22, 2020 7I31115 Approval Date: August 06, 2015 I Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No WIO-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) 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, bung 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. (Submiiled under NOA No.10-0510.11) C. CALCULATI0 1. c or ver on calculations and structural analysis, complying wi FBC-5t6 Edition (2014 , dated 09108/14, prepared by Al-Farooq Corporation, si ed and sealed by Java Ahmad, P.E. ubmilted a der previous NOA No.14-0915.06) .2. Glazm mplies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). M sue' P.E. ProductCont lE aminer NOA No.-0512.10 Expiration Date: September 22, 2020 .Approval Date: August 06, 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 04/25115, expiring on 12111/16. 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 06/19114, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h 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 underprevious 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. Man el.Pe , P.E. Product Control xa luer NOA No.15-0512.10 Expiration Date: September 22, 2020 Approval Date: August 06, 2015 E-2 F w PLO. (M. LIM) 20 9/16' A HFAD/SILL I o II 1 B II II { 'I II it II 11 ♦ I 4] T/16' �...... vino FLANGE & FLANGE ADAPTOR FRAME DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPNOYAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (11M). WOOD DUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USIEM SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPRU/AL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. D.LO. (M. ME) 20 9/16' ** MAY. AZ HEAD/SILL it g n u ] 1� s II II g2 �i ri ] N ]/10' EQUAL LEG FRAME FIN FRAMNO E =MTYPICAL�ELEVATIO ** CENTER CIN ANCHOR REQUIRED 9/1. WHEN SPACING EXCEEDS 20 9/16" IAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT e u..ng n6. W10-03 e�Ma;ow"m,,1�..l1,..!!. !e$`Q$#,,2'l.,;k4`';i!•�k&!••k;!! 2e a /§7 / _, v | \ `2\ • \«�\{ /. ,,.;|;| 2 \ !,! §!§!B.; -zi I|�! ! !!!!!!!!,!!§l,Ei!!I(' ..§..!!!!!§!l...l.......,;,,.!| .. .. ... ............�, !!!!!!!!!!§!!!!ITT A. „ ;.q t— \\`+i44;;!! ) ,.'pr M !!ll,,bz|,. w | R!R■�§ ® §§! ( / �M DIM « &y2 |§| , _ e_ S.H._ _i aim__.a - O m�'� S�\�S _ \}} ..-� � _�_ mm. c F ANN. CUSS 075' Intetlp PET Con Son" CP WWII By 'Eastman Chemical Co: .O9D' Inledsyer Set(es Clear And Color plan By 'Eastman Chemical Co.' OR 090, Interior Ssntr 0tc, By 'Kuraray Americo, Inc.' OR 090" Intadayar Kuraray School. long I By 'Kuramy AmedcP, Ina.' � I/B" MR. GIA55 ago 995 INES 5/18' OYEWUL UM. CU55 (L.M.] & S.M.L) 1/8' ANN. GIASS 06' Intmlayer SaRex CP With PET Cora o'Eastman Chemical Go: 090' latency., San" Clear And C.I. ON.. BY 'Eoalmon Chemical Co.' OR 090" Int.,17aY Kuraray Sear Glan By'Kutomy "adca, Ina.' OR 090' Intadayer Kuramy Missile PYB By 'Kuraray Atoned., Inc.' Fd/8' ANN. GLASS 1/4' AIR 1/8' NEAT STRENb ( X.,)!,T ODW CaflNlNli 099 DOW CORNING 996 XL EDGE SPACER ST. SI By'GRUIN.U.' G p OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY'OVANEt' GIASS U.TO" DyERAu IN ORDER TO OWINY FOR SW MISSILE ENIFAIOR PLY OF GLASS ME 'A1' k 1/4 POINTS ALL SIZES TYPE 'Al' INSUL. M. Suss (L.M.] ONLY) IMPACT RATWC '01' MUST BE TEMPERED. HEAT STREN'D GIASS 015" Intedayyar a.Oaz CP ww PET Con By 'Eastman Chemical Co: OR 090' Intadayar Solles Clear And Clear Clcee oy 'Eastman Chemlcat Co.' 090' Inlerlaller Xuramy SanlryGloe By 'Kuraray America, Inc.' OR A90' Intedayer Kuraray Banco. M I By 'Kuramy Amedcu. He.' ,-1/8" HEAT STREN'0 CUSS Ea I J M4AT POINTS ON IRES WIDER 1fWd OB" ea5 TYPE In 5/18" OYERYU1 M. CLASS HEAT STREN'D GIASS Interla r Soft. CP With P. Core o 'Eastman Chemical Co.' 090' Inledoyar Sages Clear Md Color Gloss By Eastman Chemical Co.' OR I..,, SanYYar Kuraray San m By 'Kuraray America, Inc.' OR Kuraray octane PYB By 'Kuramy Amedca, Inc.' V1/8' HEAT SIREPI'0 GIASS JAT DOW CORNING899DOWCORNING B95XLEDGESPACER51STEELByOR OURASPALBYQU,,X,ORSUPERPACERBY 1/4 POINTS ALL SIZES GIASS TYPE 'EI' 170' BeTRA1L RISIX. UJA. CIASS C Ow r C] z dlFne "j tGVT j,1 i�jb n 3m" d z-i� 07 PR,1DOCODIICTRRVISBD p •yT m�W milh lho Flodde 79 `' Wilding Ends Acccamnco No •0 7 .�0 �. Pirol'an Dale QOZII 8 �I 0 2015 by Dade Pmdud d.Wing no. W10-03 eFeeF 1 l nl� FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE MEV. MR SPACING WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. *PROVED ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE EUEV. FUR SPACING 1 Q- MIA RAPCMN EI 'I ' .I2W NEI. "2 KS) ]/4' OIA ULTRACON BY 'ELCO' ." 'R. Fy-155 HSI) INTO 2BY WO SO BULKS ON WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 1DY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 414 EMS OR SELF DRILLING M. SCREWS (GRADE 2 CBS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GROWS 2 WS) INTO MIAMI-DAOE COUNTY APPROVED MULLIONS (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 SO - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS 10 - 3DDO PSI MIN. C-90 HOLLOW/HLLEO BLOCK AT JAM86 I'm - 20DD PSI MN C M. HPBRDMMTEV[DAVWJCMlN u plyingu m 0.2070 aiii h ACnpnmNG-0512l0MyfuRldm t0 4.` z g 0 a �$ 0 �4 Mi C) 0 e k Growing no. W10-03 � !| 4 \ � 4 - O , -O ,§td \ 0 BF . O . ■9----.- m. , !G - o ® qg - - - - 2 22 z / * / - JL_ _, a __ CO.-_a.CGI WINDOWS & DOORS in 1010 N.W. 25TH STREET_ c CA ; . �,_ TYPICAL ANCHORS METAL I —SEE EUN. STRUCTURE EQUAL LEG FRAME MOH. ANCHORS -------------------- sm ELEV. MR SPACING Ir SE SEPARATE NOAN ANCHORS 0 E DIST. EEDGE MST. U'I O EGGI! "CAI I ANCHORS TYPICAL ANCHORS SEE ELEV. SEE M. 0 TYPICAL ANCHORS FOR SPAONG FOR PACING �i SEE Em p"l-EAME COUNTY PROVED MMUON FOR SFZNG 1/4- Wm S Bum MOTH III MOTH mou iIII1 4 SHIMS MEW LOCK OPTIONAL TO EMESS LOCR AT SIU. 0, A 0. . 43 IL 114 Xl' FIN. SIAS. z zi,] 02m EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY FLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. .Ogg TAN. 2 S4 A.. EG 2 3/8MIN. CAL MCAL ANCHORS M. \—Sm ELEV.ANCHORS 19 8 9 FOR SPACING _ Vim. ```\•`_`�. —r" �VIVL— PRODUCTREVISEM) ll� PE 70192 ...'.pt'lI I.FiRrid. WON i RulldinBGOdP [I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL HE 2%. THE USE OF DEEPER OR BEVELED WOODBUCKS IS drI no. ; IV PERMITTED. MIS 10-03 4, rEXTERIOR51 / q- p A �#gig ; , : f ............ _ - _ a - - - - R cl qE q§ q: cWN. ® Gp / / . ' ® \,) � (/` 2 ©) § < |§ § ` / |_ a m I ( G\\; k . WOW. 0-Kl. _, jt_�-� --_T- S c&� }! ' o f m _ - 2 e� ps�y_10 SEFUES SD MEL 110 ALUM S.R WDW. (LM.L/SM.IJ AL-FAROOQ CORPORATION a nmisions: escn .on O �� wlr. 1/3 1 O • Daplaro uv. °A Y W"'4"9 CGI WINDOWS & DOORS FNGINEFlG 9. PRODUCT OEVEIgPMQIF azassw sT avE F Er. LT. s man.. WooEoroa,�. nx nwiQ 116 5Md7 10100 N.W. 25TR SIREEf MIM1l FLORIDa 3lST4 /+ p p C OtIF.I m MIAMI. FL 33172 T9.f�o%l zesa+oo Fucr�slzvsgae y t0 (.J ? QY. y. TFL (30S) 593-6•AI Fa%. (i ) M3-6 CDMP-aNL�W10-03CQ as9s x.sas —I .Des 1.749 811 9 t 1.65� IABO LF- .]45 oas J ttP. .050 1.015 1.a19 IJOS E1x FIANCE FRAME HEAD E1 FLUSH FRAME HEAD E11 NAIL FIN ADAPTER E14 FLANGE FRAME SILL FLANGE FRAME JAMS .490-0 .%S To TP. Ba4 1.395 A90 .00.1 RUSH FRAME COVER LLOJ FLUSH FRAME JAMB ]0� -a W. 884 O .700' GLAZING DEAD A49 29] Dyr LQJ 16 SCREW COVER f.xx0 1.04J O6S 1 A15 OO LOCK RAIL R.105 BB2 1.043 085 1.a15 E9 HAND RAIL 1.JA5 ]4S 1.029 ,OfiS- 15 SASH RAIL FRAME TOP CORNER 650 180 580 .am T sz & 4 VENT TOP CORNER VENT BDTTOM CORNER PRODUCE ft6VI86D M91 inplyin9 rviN lho Floddx B ➢uilein0.D9a0 Aett�unw No 1$ S12.f0 L Ion Dve Z(1Z(9 MI Dnk PrOdu 02015 �Ilx Ora,mmq no. W10-03