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HomeMy WebLinkAboutNOA:r SCANNED RECEIVED MIAMI•DADE BY MIAMI-DADE COUNTY Im St. Lucie County APR 0 8 2019 PRO UCT CONTROL SECTION 1805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCE S-)ucie County Permi Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 6 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy 10100 N. W. 25'° Street 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, DESCRIPTION: Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by AI-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, 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. JMISSILE IMPACT RATING: Large and Small Missile Impact 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews 4 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. ^' NOA No. 17-1226.05 nu�rtroaoe CounTY Expiration Date: August 08, 2023 RIEWEWED FOR Approval Date: February22,2018 CODE COMPLIANCE Pagel ST. LUCIE COUNTY BOCC CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 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(+50.0 PSF, sill S-I only) 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 manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, 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 manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5tn Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Abroad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., hie. for their "DuPont Sentry Glass & Interlayer", expiring on 01/14/17, 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge AL Plasencia, P.E. Product Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5d' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F, titled "$eries Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, 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 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6' Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). oorge M. Plasencia, P.E. Produft Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6" Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07126/16, approved by RER. orge M. Plasencia, P.E. Product Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SEREES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDEUIES APPROVAL APPLES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEULES. SIDE LIES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFLTMATON RESISTANCE IS REQUIREM. DOORS WITH SADDLE (ALA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE THE PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REWDtEUENTS OF THE 2G17 (67N EDITION) FLORIDA BOOM CODE INCLUDING HIGH V CCfiY HURRICANE ZONE (HVIIZ). DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETMS AND INSFAIED PER MMIFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO 845E MATERIAL SHALL. BE BEYOND WA DRESSING OR STIICOO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO VIDOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMBED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMIM MATERIALS SHOD. MEET THE REQUIREMENTS OF THE 201E FLORICA BOG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVA IS GENERIC AND DOES NOT PRONDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UM SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALNG AROUND OPENING FOR WATER INFILTRATDN RESISVNCE ETC. CONDBIONS NOT SHOWN IN THE DRAWING ARE TO BE ANALYZED SEPMATElY. AND TO BE REVIEWED BY BUILDING OFFICIAL ANN. G45S .075' SOOee CP M1 PET Core By 'EasMan Chemical Ce., A90• Safles Deer And Color Glass By'EOeM n Chemi.1 Ca( OW senDyQav By'Rurarcy Amerlm. Nc.' A90' Tnsiial PIB BY 'Numny America. Irc, ANN. GV55 Im t \ y � \ yy U 11 ) \ A AT 1/4 PODBS GLASS TYPE 'A' 7/le DeETWI. MAN. GLASS GLAZING OPTIONS INSTRUCTIONS - u CwVlTs AS FOUW is STEP 1 DETERMINE DESIGN WIND LOAD RMURWENF BASED ON MND VELOCITY. BLDG. HEIGHT. WIND ZONE TANG APPLICABLE ASCE 7 STANDARD. �P 2 FOR SNGIE 0) AND OWBLE (%) DOOR CAPACITIES SEE SHEET 2. STEP 3 MR SIDE PANEL (0) CAPACITY SEE SHEET 1 STEP 4 FOR GO= WMBINATNN WITH DOOR SEE MUU (N CMACTY CHART ON SHEET 4. STEP 5 THE LOWEST VALUE RESULTWG FROM STEPS 2. 1 AND 4 S A41 MPLY TO ENTIRE SYSTEM. 3/1C HEAT SITSNO GIISS ,� 075• sane[ CP W0 PET can Z C n W 1 By'Eadman Chemkal Co.' f iW .090' Stiles Ch,e And Calor Glens By CM1emkal Ca.' E 4 r INiFWAT66 ' O ua sanfr By * rhhey Alhn y Imedcq Inc.' W ar C u , Theey .WO• PVB Io. O G N H rare, By �Kunray lMM[a. laC: 3/I5• NEAT ST EN'D GLASS 0a SILICONE O d DOAS. 915 DOM 899 Q Zq N GE-12W G J omlm,( \\ Y \) QwwJiFF C / gS 53 AT 1/4 POINTS 9 (g GLASS TYPE 'Ct L 0 S /t6. OhNtl IMl GLASS 0 CZ4.. PRODUCT REVISED mPI&T, WIM the Flodda Building GGCC How -Bo. 17-1226.05 Ewpirsuen Date 08/082023 By Idlanan-DPde Produet Con4a1 DODRSHUTT/5 0.�RE NOARE T REO IREDMR LARGE AND SMALL MISSILE IMPACT. I ILA o S o e e FES 15 BID c P�;, (a., �:v� TE1dPERED GL 3/6' AR SPICE —3/16' ANNEAIED GL A Co., Glaaa ton Ch.mI.l Ce: NEAT 51REND GIASB CE-II00 � \ I 2 I A EIIGE SPILEA STFEL BI'Wt01N4.' R WWl5TY1 PY'OMINIX' \\ OR / 6RER WMXR BY 'OWNIX' \ / OR / KOOISPKE A TPS 6Y'KOMMERMNG' AT 1/6 POINS GLASS TYPE 'Cl I' O+fltBL 9SML W G I TFIPEREO GIAS9 3/6' AR VAX 3/16' ANtffAlID GV .0T5' Ial ,a , r Safea CP WiN PET Cow By 'EzsM= Cllantiwl Ca.' �3/16' HEAT S NID G1A95 12 \ yy MM SPACER .I_ 1 SI. STEII BY'Cmmt 1' OR a. ` OBRASEPl RY 'OBA w OR SPACER W 'OW.NEr \ / KOOIVMA {SG TPS BY'KOMME NW 5] AT 1/4 POWIS .e1Cy5S�F. 'C2•L2• I OREP/IL MSIL V8L CUSS GLAZING OPTIONS 3/16 TEMPERED CUBS 3/8' MR SPA M 3/I6' ANNEPLEO Gl .090' Sent029pa INIERUYERS BY'KNawy An.6.. I..' .090' T.TW PYH By 'KuwwY Pmerica, a� 3/I6' HEAT SRiEND GIASS P59 CONE 006 999 IN9 699 CE-12M d6 � 2 SBY 'C OR STEEL CARONPL' I oRPA9EAL BY OIIM'IX' / SRER SPACER BY'OWNFA' \ / OR / KOOISPACE ASG TPS BY 'KOMMERU W y T 1/A .1. GLSS TYPE 'C3' 1' OIERAIl WSUL W4 QA1Ti PRODUCCYT REVISED 6u11CInglLeEa NNO Flaaaa Noq-Nw 174226.05 Explmtlon Data 08/08/2023 By Miaa - waud Gonhol FEB 1 5 1DIB Z m o� Qa S oA, ppN 0t'NN 0 cCFOgw 0.09 or H2 NO LL j Zm¢ Q WPf Mimic Tvxln9 na. W13-01 HWG6 SEE NOIE1 FrtLDYI 1 J_ J II / /�rx II \ II lll 1 \ !2a *1/41- D� HoORS THE 'B' AT STILE ENDS TYPI el F �/ATION (% ) •R OR DOOR F C WDN ENDS Hm/SILL 3---• ...111 6' 3' HINGES COIWFRS NOX SEE NO A BELOWE 1 1 I i \ C / i off ET SEE 9iE`ET 11 i 3 POINT LOOK i J, SEE SHEET 10 1 c__'`ET \ aq nJ m p jj II \ 1 AOTNf R 28 1/4• 28 1/4' — SEE CHMT FOR OUANTTIY 1 io D.L. OM. GL OPG. �g 4 moon suWACE MPum TYPE .1. PNSE MUN11N5 AT SRIE' ENDS MAY BE IAED TYPICAL ATTON ( %%) DOOR OPTIONS TR DOUBLE (SAX) DOORS Wa CAPACITY - PSP LOCK sm. BLESS ME5 W.'B'.'CI•.'of k'CT IMH_ ranee. HEAD ANCHORS OUNRDY AT STILE ENDS PN OR iYF£ s111Y 'A' 'B' 'N 1/{- 4 4 4 3/e' 6 6 6 1/2- ) SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL FROM, 4• X 4-1/2- BUR HINGES TOP MD BOTTOM HINGES AT 6-7/8- FROM EACH END WTOMEOATE HINGES EQUALLY SPACED (3) HWGES PER LET UPTD 35• IFJF WIDTHS (STD. THRESHOLD (4) MNGES PER IFAF PBOYE 36• IFAF MOMS (STD. THRE5HOU (4) KNOBS PER LEAF All WIDTHS (SADDLE MRESH(1D) �k It 7. y 0. Qf 1 a'Op` L� OM O Ht.l O OEM O nea O 4b. aWz N - j1�mE < ms 3)-1/4• >]• 42' 61-1/2' es- 36• eo.a )D.D 60.D BB- 39-3/4• 1 80BOB 11 )D.D I 80ADOEa0 Bu.O fiD.0 eo.D 80.0 80.0 ul tT INSLn eTORc: CCMgNAL XL 70.0 )D.D 90-D - KGG00 = KOdSPACE `\1T-11O1tl�lE/A'' • NOTE. CUM - DUANIX OORASFAL VERIFY COMPLIANCE WTH EGRESS LIMITATIONS WHERE REQUIRED. OIAANIX SUPETSPACER FEB1 5 201B NOTE: FWSH EOI.TS AND LOOKS MUST BE PRODUCT REVISED plying wIN Ne Fletltla - N0 0562 -{T : \ Ti - k NOTE: ENOAGm TO HEAD AND SILL DURING PERIODS OF HURRICANE WARE Bulltling C'12 NDA-No. 17-1226.05 } GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR 01_0. DIMS. O.LO. HEIGHT = FRAME HDGHT - 12.875" Ewpl.il.. Date 08108/2023 ,- :•(y` '-, p .: \?` ��i dewing no. AND FLORIDA BUILDING COMMISSION D.LO. WIDTH (X DOORS) I'RAVE MOM - f3J5• aY �`S`S%O �yav` `` vi)3—O) sheaf 2 0113 DECLARATORY STATEMENT OCA05-DEC-219 D.LO. MOM (XX DOORS) _ (FRAME WIDTH - 25)/2 Mia wl A" 1, F" II,111111 c�a>.... x.sN. 1 S b o 0 o b b b b o S b b b b O b b? „ice�Gi C 1 S S S S b ,�i S e b A 1 s I mg �oSSSSoSSSSSSSSS�¢?.��a, Pw �oSS9So68gS$8SSp$Spy O b $$�o So SS'o mmbbb aaS? b� SSSSSSSSS'°SSSS S S3 C� b b b o b o e 'a b O b' I �Eac �a • oDo FG OC aoo P�qT i�� O- u er�c pN o �y 5b � m m 0 � 8s o Q z - ooR iiTa µ I [ngN � ow WO • rm �2 �w 8e X - 0 o � 00 <� r S F YTp 0a90 v n¢n FTFI Qm� E DAI p" Im V f• V[ ,j� iW N m m O moo m :LtlA{Tp C e W y s s ........... [A "�""peg O"ti� S" 0 is n';o99- c; zF,mT 4� A 1- fADL HOW 63 I/6• D.L 0P0. S RW \ a 66 \ II u \ 11 11 II II 11 / u u II \ II B31M/c' ii o ii II\ D.L. Drc. ' � 1 I I I II 1 I li it I li li II vgii� SO11E5 SIi✓m!Q 160 IlUN ONSYlItlG GOOF 9. n<a a es<n ion c c3N.ls w Dswc[.ws RE0 W 09.1] p[V. 1(p q[q gy[rC'ED IEL M OMIJ Doors, [ nee.v eDl[gN q[wax10100 N.W. 25TH STREET F Naala xo cxw¢ ms imMI, FL 33172 TEL (315) 593-p390 FAY. CM5) ! ws: Uzi z O . W E Sl A4FAR000 CORPORATION ENOINEER9 & PgODODTOEYELOPMENT 9300 SUNSET DRNE, SUDS 220 MMMI,FLORIOA33173 (DA.M 3339) / DBSIGN TOAD CAPACITY - PRF SaRl11E I%%3H wcHO DOOR OF MOM MCHM '� Ml1F HDOW STDF:I]'0: 8D DOOR MULUON (5EE Nm BUSAI) NCHo - 24 BOA H0.0 30 ]3 ]6 3]-I 39 42 80.0 80.0 80.0 W.0 -3/4 04 W.0 DID W.0 W.o W.0 W.0 W.0 W.0 24 30 33 36 n-1/a }9 42 39-J/4 90 W.0 80.0 .0 W.D.0-M.- 0 0 [.0 /8 39-3/4 96 60.0 90.0 80.0 50.0 78.3 70Z 77.2 15.4 75.4 726 726 STDEUTE TO DOOR NOTE FOR DOORS CAPACITY SEE SHEET 2 FOR SIDW E CAPACMES SEE SHEET 3. FOR SIDEUTE MUWON CPPACITY SEE CHART ABOME LOWER VALUES FROM DOORS. SIDEUTE. DOOR/SIDEERE DOOR i E Soum MOM WND / C H K \ to r < 02 L E DOOR FRAME 4 o- ,E / \C MOTH R9D111 WIDTH \\ t /E N { NOTE: GLASS CAPACITIES ON THIS 5HEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 I R Z m n Copp O dn •. p 0t a-, m aOa 00.pp cobr N_ U.g. SB Q wm2 OR DOOR/DOOR MUWON CHART WILL APPLY TO ENTIRE SYSTEM. Z':' -� q PRODUCT YCYT REVISED NEnorida FEB1 5 2018 Duildln9 Cndo NOq-No. 17-1226.05 - FaplmNonDate 03100=23 Bu G '• � drpeing no. ANCHORS O z m S 3 C /. W— ' *tpcx irvn LOaO B m I(sow s � OPII TO GROUP) FED 5 ZaIg PRODUCT REVISED p'Cydg Mih fhe Flo dda B.Iltllap Cotle NOA-No. 17-1226.05 Eapl.a6on Bate 08/08/2023 e Mi mGucl Con4ol R f� 2� �Op=o h y p u VtR 0 papp 041CIC 6g O=0�£0 J N u C SADDIE (ADA) TNRDSDOL OI`.+' Q� ANOARD THRESHOLD NOT APPROVED MR WATER INFILTRATION RESISTANCE '��ii SST �Gc� 11 W 13-01 APPROVED FOR WATER INFILT PON RESISTANCE ❑MIT MA%. DESIGN LOADS TO t10.0 PSF DOOR DETAILS �,,70 Ott ��� sheet 5 of 7; BUCK SHEET I WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: 5EE E . FOR SPACING TYPE 'A' Ile W U TRACONBBY 'E CO' (FIM OR. Fy-155 IOU) MIN. LENGTH = 2-3/4' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION IWO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONIC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONIC. OR BLOCKS (JAMBS) TYPE 'B'- 1 /$ DL> ULTRACON 8Y 'ELCO' (Fu�IW M. Fy=155 KSI) MIN LENGTH = 23/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1IA' DIA. TEKS OR SELF ORIIIN SCREWS (GRACE 5 CRS) IWO MIAMI-DADE COUNTY APPROVED MULUONS OR IWO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6C63-TS MIN.) STEEL: 1/8" WK. MIN. (Fy = 36 KSI MIN.) (STEEL IN COMILT WITH ALUMINUM TO BE PLATD) OR PANE ) TYPICAL EDGE DISTANCE IWO CONCRETE AND BLOCKS - 2-1/2' MIN. INTO WOOD STRUCTURE = 1- MIN. INTO METAL STRUCTURE - 3/4- MIN. WOOD AT HEAD OR JAMBS SG - 9.55 MM. CONCRETE AT HEAD, SILL OR JAMBS V. - 3000 I'M MN. C-90 HOLLOW/FlLLfD BLOCK AT JAMBS Fm - 2000 PSI MIR ANCHORS MAY BE HEX OR FLAT HEAD. DOOR DETAILS FEB 15 2018 PRODUCT REVISED OIYIn9 M No FIoMEa BuRRamMB oaae No". 17.1226.05 EapImDon D2eo%08/0812023 By mlamr-uaa� aun conwl 1 emwag n0. W13-01 `CR•li W o 1 1J I nD D e escri o 6 SFMNFL I6O AWY WIS1hVG DOOR (LV1/5.41.) AL-FAROOQ CORPORATION E r^at J/6' 1' a Dl.P.�6 XEV, cEa pra Dpyu[r;R ENOINEER56 PQC OEVELOpMENi CGI Window$ and Doors, Inc. D OO.m.1 XN. pFp pEp mW[xIS 93605UN$ET OflNE. $UIfE220 I a. Dy. iµle [ itie.n DmpXy ptMXUx 1010(I N.W. 25TH STREET MIAMI.RORIOA53173 (ca.N. 2533) F av5ie xD �uvo[nos sx$r MIAMI. FL. 33172 cao512.. Fax(sea)2ex<aie 8 nl- (3051 59J- 90 FA MOM 500_nsan OD.L. OFG. O L i EXTERLOR i i SS •,n SMM I/2' -mj il.:. `••-•SWM ...... 1 `C �� 01 m-tD a D e� SERIES SFNfIXR 160 kW Wf5M1NC DADA (LLLL/SN.I) pL-FAROOO CORPORATION EN O0 0lJlq deco icn NO owgE TO S,hD ODI windows Doors, ENGINEENS6 PRODYLT GEVELOPMENT 9390 sUN9LT DRNE, sURE320 D m0.1! aLv. Ra BN COWBNIS and Inc. ar. Ey. 70np ...... E t).b,V BG'[ALL PMSioN 10100 NA 25TH STREET MIAMI, FLOgIGq 391T3 MIAMI, FL. 33172 (C.A.N. J599f V r ew. a(e ore co aom TEL (JO!) 593-0 90 FA%. (19) 193-6SBY TEL (aoe)Jeo9JOD FNL(a06)RB]-09T0 ....... 1i61, PART Na, Q W1'IM DESCIBUS11ON MATERIAL MPO. / PEYARY9 1 11.-169 A9 REOD. FRAME HEIR k SU 6063-T6 NEIWAK / SVA 2 AL-190 AS ROOD. FP•.,r JAtRI 6063-T8 NEYAUNK / WA 3 11-196 AS REOD. 9DfM1E HEAD h SU 6563-T6 KETLARK / WA 4 IL-19] AS ROSS KALE STANDING SID61fE JAMB W0 T6 KEl 1(/ WA $ AL-I9g AS REOD. MATNO 51DFMIE.WAB 606}T6 KEYA4RK / WA 6 N--193 AS RE'p0. PWEL TOP h SaTIou 60 le IQl'MNM / WA ] AL-194 AS WOO. PANEL NRfIG1 SRI£ 60W-76 KEILAPH /WA 8 K-199 0.5 WOO. SHEM ELOIX 6063-T6 NCOMWK / WA 9 rLL-111 AS MOD. FTOM& HEAD k SU SCREW CIn ER fi0fi}T5 KEYWRK / WA 10 k-192 AS REOD. FAAME Y.EPD k SILL S O) SCREW COVER 8G83-TS KEYMMK / WA 11 OL-121 As RE00. GWTNG BUD (7/16' UM.) 6063-T5 KflVJRK / SWA 12 K-to AS R=. GIA21NG � (1.000' IN3UL_IAMJ 6063-15 KEYWIM /WA 1J AL-'m0 AS PEED. SHEM PLATE EOG}T6 KE\YIAK /UPA 14 AL-195 AS REOD. ASIMGAL 6063-T5 NEIYMK / WA 15 AL -BOB M REOD. FREE STAND JAMB SCREN COVER 6083-15 KEYMARK / UPA 16 K-SW AS RE00. YDDIE THRESHOLD (ADA COMPWNg 6063-16 K 1(/UPA 17 HO-4 WL AS ROOD. THREE PdFR LOCK ASS'. (AT ALINE PANEL USm W All WIIONS) METAL w PIAPRETMY I8 H0-1204 AS REOD. RU4160LT ASSEMBLY (AT PK"BaE PM'FL USFO Bf ALL OPDWS) NIDY. SIRL m PNDPRIETMY 19 HD-5455 PASS IS REDS. LEVEES ,ATM L AT ACR1£ PMEL LOCI( SEi OPRON 1 BRASS BWMM 20 HO-5455 AS ROSS. DUMMY LEVER, AT WAC„VE PM& 21 HD-82T1 AS ROOD. DFPDBOLT (IHUMSTURN). AT ACTIVE PMEL 22 J1G TON6W AS BESS. LEYEB LATCH LOCK. AT AC,N'E PMEL LOCI( SET OPIpN 2 BFA55 SCIS L 23 J10 TOUSCS AS REOD. OWW LEYFR. AT UoV=E PM 21 JD60 'TRESS DFADBOLT (1MIMBNRN). AT ACRYE PMEL 25 HD-34-10116 AS REDS. 1£i92 LATCH LOOK. AT MID'E PANEL LOCK SU OFTON 3 BUSS, STEEL COPPER CREEK 26 110-34-10118 AS REDO. DUMMY LEVER AT IWCRVE PANEL 27 HD- CM410 IS REOD. DUDBOLT MUMBRIRN), AT MT NE PANEL M Ira-07 IS RWD. UTG LOCK STAKE IUM f STEEL - M _ 2 /PUTE IS X 3/4- NP. FlI SMS (STPoKE PUTS ATTMAWEN() S SIFFL - 29 H0-536 AS REOp. OWSMT BRUKE PUTE SSTm - 29A 2 /PUTE (8 X 3/4' 1W. M SMS (STSW PLATE ATTACHMISM S STOOL - 30 HD-NEN M REDS. Utt2f LOCK SR01iE PLATE SMM NiLON CO) ' 31 Hp.59OP AS RWD. Wpl LOCK 6 D5098LT STRIKE PUTE TRN NM1DN COO 32 HD-SWKE BOK M REOD. WG LOOK & DFA09]LT PROlEC11VE DUST 20.E Nrtlkl m 33 HD-525-9-REV 2 /IDCK'MECH. BOLT LOCK ASSEMBLY S S1FEtl cm 33A HO-81JC 1 /FWSXBOLT Fl MIT GNCE (TOP k BOTTOM) WT (ZING) ca 3} 1,0-C31-105 4 /lUi 4-1/2' a 4' MOE N.UMNUM m PflCPR uE 35 ND-PEBO}U532D 4 /IUF 4-1/2' a 4' MGE SSW35 limXR 36 W-ABBCO-US 4 /LEIi 4-1/2- x 4- wNGC S. SIER 37 P31e-16 ROD 2 /LEAF 0/8--16 ALLY THRUDM ROD (LAC PUTED) STEEL - 39 M-11W AS READ. GUZWG BULB (DUWMEIFR 75/80) pvc PROTOTYPE 39 WS-WSV21 M REOD. .197' K 320' UL1M SOFT FIN WFATHERSTRW - tILTPAFA9 40 ,N-203 21" SAWT BOLT PMTEC AT OCOR F1NME HFAO k SILL IX' - 41 HO-12-10042 M BESS. .J50' E5N11 POCIQT EF/v' (iWWE PERMEfER CASKET) - AMES9!RY 42 WS-32011 M REOD. FOiMA-TNE CLOSED LF11 FOM CDNPRE6mN 5UL - MESWRY ki M HO-GIMP MGM - 2 /EAGI 3 /CORNEA 2 K 2 . 1/4' CUP ANGLE V,, 1HRESHOLD TO JAMB ATTACHMENT) LIB a 1-1/Y PAP. PH. SMS. (PMEL k FMAE ASSEMBLY) ALUMINUM S. STEEL - - PROD on 45 - SEE EIEV. 114 • 3/4' HH. TIN (MULLKW AIIW E10) S. STEEL - Some 46 SMNCE . 4/CUP 112-24 a 1/2- PEP. M UG. 1NRFM M WNG S. STEEL - NDA'N 47 2/FPLH /fi 1/2' PHP. TH. SMS. (ASIPAC^L ATTAGMMENf) 5. STEEL - Ex 1.1 48 _ 1/NCH /10 • 3/C PHP. PH. SMS (BOLT LOCK / RUSHBOLT WIDE ASSJ S. STEEL - BY 49 03/8--18 MR 4 /LEAF e3/0 -16 SERRATED-i1N4GE NUT (ZINC PUTED) STEEL Mia 5O _ 2 /F BOLT /8-32 a 1/2- PEP. PH. XS (MUSitBUT 0.55EMSW S- SIEFl - IFND-WOR SXr2P 1/UCH OCIXt SHEEP (OPImNN). SFLURID W/ /6 i 1/2' PHP. M SMS. ALUMINUM SffEII! TECH ND-34-I W03 I /SCREW H. WSEWATKW SCREW HME iwO (AT DWR FNAE JWBB MLT) NttON - 5} 2/ CITE I SLTRNG BLOCKS EPOM OWOMETEq BOSS SHORE A v." 4-T---- I I J ___ _ _-J Z a m PL1NE LEAF 8y-_j5 Jl � —{ IN4CINE LFN' � — — a ppwf �IFG WMW` l l IM'ii61 w, - p g w p ------- OPEMnON OF OUDSMT E%TIII oR W 114 M mm NRN E (TUDDI 1 I FROM TILE WTEAgR) MINATES TILE ENREE-M f L in LOCK MECHANISM REGMDUSS OF LOCH SET LL 2 C aPrmN wsrAlLm. SECMON AT DEADSOLT LOCK Q W m f SEGMON AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED 1YffH GE SCS2000 SILICONE SEALANT. uuT REVISED ,,,,, A '[''iI., wlN the ll.dA `A111 .� AAA 17-1226.05 p� 0. ).• �FFA+se''•. Ion Date 0 82023 FEB1 5 2018 Oa uct Contra - 1g W13-01 30 La omwA 96 1111�•14801jb �IC3C \\\U $ m wo • �` � e C�� "l0j\IBIi � W N u Illl01\\\ dale 1-0]-IJM,evsc llnuVCE Duvc[ENI xl WMCE SERIES SDUB41160 KUM OIRS00 MR ILVL/SM CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TESL (305) 593-6590 FAY (305) 593-6J91 AL-FAROOQ CORPORATION 1(� ENDINEER9& PRODUCT DEVEWPZ I f 9360 SUNSET DRIVE, SURE 3]O MIAM1, iLOR10A 33173 (CAN. 3538) E z x I" �mo 0 m9� Z~ T OZ T ~ �y U 2F m 0 m 0 s omup u wu( y '•.L: u vmti om w m 9m :.•:Sim O S H � m gift I "�"•'•" L6 SOAIWIL I60 ,LLW ONSNW9 OOOA (LW./SL.L) FRS&pnob ROO CORPORATIONa-!- 'v nco ° e escri9 mn Q E °wle: 9)B'�I' OAI(.IS NO CWrvGF T65x¢i CGI Windows Ond �ppR� IRO. COTp PORt'Mnn R3£f pRNE• SURE!SO10700 N.W. 25TH STREET LORIOq 331]3 (Cd.N 9698)Oyvo1u.�ex9cxultemssrm MIAMI• FL. 33172 19<8909 FAY.(305J 40]89]B 0 84 �' lEL (dOp) 59S-6590 FNJL 1]Os) 59]-6592 3.025 p� R5 y i .]50 062 1.625 = m 3 .,00 'slm F .oeo 0 k X R 158] 4.495 $.500 O FRAME COVER IL m O DOOR FRAME HEAD/SILL 3z25 t—,.56] a a �p I odpO ]yo 2. t.410 1�- d m 1.625 062 Q W s u T625 Os TOP & BOTTOM RAIL 4 m O j Bm� Q wmFw t0 5-500 O SILL COVER s.ue 090 .0]5 z c a .465 _ 8 a� .07S 1•�63 4.495 C y v �Fno f.]55 O HINGE &LOCK STILE = o n n SIDELP 70P & BOTTOM FRAME 1° SIDELUE JAMB COVER CZ4n 30. o—� .126 3 a - .aos .070.2ss �n .us 1.s00 .1es ,500 _ o 1.060 1.623� Lt O §� PRODUCT REVISED o N 11 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 10 SADDLE THRESHOLD s pl m wltn the Maaaa e' epn`a'm9 �o�O 47120�-"" aws ms xoa-xo. t7-t226.05 � t� g 1.061 Fsplraxon oate081082023 2.000 T— R c = n ^ m 1A62 pyp Soo .995 .050 Mta rotluct 4ntrol o' ='I 1.161 1- 'CB0 11 \\1, 111111/ll w 600 .0J5 �-120 4.609 cuss sroP (uM. cAss) FEB1 51018 `�P!PD AN�?oa''% .o]ay�IRoI °1.465 1.165 .420 .995 .06R .050 * :*—.e]o ?gyp `'. a cf +(r�....R�` I....DDDR FRAME JAMB SIDELRE FRAME JAMB SIOELRE MATNC JAMB GIA55 STOP (INSUL. LAM. GLASS) /I 1,011. 0 0 o� T _ ------------------------ V m -- -- - I / \ 1 o •\ m :a o o6^A 0 `y,W.:......... .... � ,; • nay __ > ,X �� N :1 s _ G N.yy S i{D 9T 9i: `ice m N PiN ` • N • : a e O . n eom It-m-u mvisi0nl: 7TH NM ourm,a D ML 8.Y1 AL-FAROOQ CORPORATION eso ion h / ^ e ccele J/0• . I• C p11�.1! NO qwG[ M5 5x[fl ENDINEEpS G PNOD9C DEVEbP T W s' O and Doors, Inc.W ,0 0 Pl.pl.I! No atwwc[tte: SILLFI 9390 SUNSET DftNE, 9URE320 [ n.l N.n SUNN pDisM 5TH STREET MIAMI, FLOPDA 331T3 (CA.N. 9J99J O a r lzuaN ,q Dvvcc nm sw]r 172 rD_laoel aaeeaoo FM.c580 Fm (JO9) 6W-609t COMP-ANL W13-0ICCI SCANNED rzrc�Ivr_D BY MIAMi DARE St. Lucie COUM Y APR 0 9 2019 MIAMI-DADE COUNTY ST. Lucie CountyPerm CT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RES 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 CGI Windows and Di 10100 NW 25'h Street Miami, FL 33172 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 IVESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window— L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively. affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1018.08 Expiration Date: September 22, 2020 r��/ED FOR Approval Date: December21,,a2g017 COMPLIANCE . LUCIE COUNTY :• CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(& and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(D and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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 tinder NOA No.10-0510.11) Mann ef P ez, E. Product Control xa iner NOA No. 1 - 018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510.11) 3. Test Proposal for the qualification ofButacite® 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. Manue er , P.E. Product Coat of ammer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 Edition (2017), dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasg (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No.17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5ol Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E.' G. OTHERS 1. Notice of Acceptance No.15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel re ' P.E. Product Contr E ,). miner NOA No.-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 0 1/B• MIX "IF 47 T/16' D.LO. (EDL UTE) 2D 9/1V MY MAX. A HEAD/SILL 4 II II II II II / II II II .y II II R II II II 4 n i� B n C n n 4 47 T/16' D.LO. (VENT) FLANGE & FLANGE ADAPTOR-FRAMEI SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIOE BY SIDE COMBINANONS OF S.N./S.H. OR SINGLE HUNG WOW. WITH OTHER MUNI-DADE COUNTY APPROVED WINDOWS USING MWAI-DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINOOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. TH6 PROOULT HA9 B@1 DESGNED AND TESTED TO COMPLY WITH TINE RLauIRcxIBNrs of THE 2014 (5W mmaN)/2017 (GTH BORON) R.OMM BUIUIINC.CODE WCLUGING HIGH VEIDCRY HURRICANE ZONE (WHIZ). 1BY OR 2SY w 00 Bll 6 h BUCK FASIENDS BY OTHLILC UU7 BE DMGM AND W71NLF0 ADEQUATELY TO TIWSEER APPUED PRODUCT DUDS TO THE WILDING STRUCTURE ANCHOR SNAIL BE CORROSION RESISTANT, SPACED AS SHIM ON DETNL9 MD INSTALLED PER MANUFS INS(RUCIIONS. SPECIFIED EMBEDMENT TO BASE MATERML SHN1 BE BEYOND WAIL DRESSING OR SRICCO. A LOAD DURADDN INCRF E S USED IN DESIGN OF ANCHOR WTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-MUAUX AND NON -COMPRESSIBLE MATERLAM INCLWING SIM NOT UNITED TO S MEIN. SLIEWS, THAT COME IMO CONTACT WITH OTHER DISSWIUR MA GHALL MELT THE REWIREM(NIS OF THE 2014/2017 ROMM BLDG. ME h ADOPTED SMTIMRDS. TINS PRODUCT APPROVAL IS GENERIC AND GOES NOT PROVIDE WORMAWN FOR A SITE SPEOEIG PROJECT, i.e. UR SAEETY OF THIS PRODUCT, MEOUALY OF Mi=,fRE BECOMING THE PRODUCT AND SLUNG MOUND OPENING FOR WATER HIMTHADON RM5 ANCE M. CONdRONS NOT SHOWN W THIS DPAMNG ARE W BE ANN.YILD SEPARATELY. AND TO BE RENEWED BY WBDING OETiLLLL. L 52 1/B' MOO WIDNWIDN al 1/10 O.LO. (m. LIE) 20 9/16- •• MAX At HEAD/SILL 6 I b II II II II II •% II B II II I n u n n C1 4T )/16- uw. CurO EQUAL LEG FRAME ** CENTER ANCHOR REWHEN SPACING EXCEEDS 20 9/1/i6` MUNNN$ a AFPUM) �� (s � o TYPICAL ELEVATION 1 n-I. LLQ �,. /o LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT M 0. �F 5 Doff` 11 D O ��O cyO,m NN aOgog LL il^f J"a$g Qdmf Growm9 no. 11 wi0-0s 11 m n.> 0O O N'• o � z 9 HEIGM i m ayim �^ c m z.z 0 ,5 z 2j.\\� \. oe s Nwi NN m Az�� m N C ro z z � HDGM D rC, L p IN r O S-1/4 MIN. Z, 3.L0. N VEM FL4NGE DIMS. ✓ i 30: G.a�G Dt ;�. ::• BUCK DIM. '�ei CG•w.•••••.. t� LENGRI L (`ryj�1�It1PP ( ) IF--w r=run n9SERIES SENTINEL li0 P1UM S.H. WOW. (LM.I./S.N.I.) pE,-FAROOQ CORPORATIONNaf no /]•.9ICGI Windows andDoors, IOC. ENGINEERSSPRODUCfaEVFLOPMENRo N 932SUNSETDRN SUM=0 CA er. bT c a.1o.15 roDWH tm sv[t 10100 N.W. 25TH STREET MUNa, FLORIDA 331Y! (CA.N. 969B) 3 Nn.n wwtNmson� MWMI, FL 33172 'rtl.(aast sasaiaa FAc l9oetiaza9�e T., (305) 593-6590 FAIL (336) 593-6591 G0MP-ANL\W10-WGGI s��dawaa�a�` mY$v5'a �4�G b � ,7i ,•'n u� u o� o o b b b o o Pa o b b b b� P L� >. g is g g g mo g g g? b� tv6 eeR geg��ez�F�eeg0g>"ux�rF��gGu�� � v � sF b b b b y. b pp o+� � f° a o 0 g gggg&ga� b b b b b o b t R mmoaa ape ' Ru Oi Tsavowq 3 oeOJ BTDI!v0 �l3emyu..>L,xNwm sc 6Gnlnrd.I�naoaa a73u4� r S a n i 9 '�zaa ONNA S j00 oA NUB �I,p siMM�IY yx 3�i S o W IMUO TNAHI ,Oro 53CI5 iN SWpd 6/11�tl�6fl 5 ,X3N0110, .VI a30bd5 a3da5 m NO . mwo, m r Yana ao :Dmwam. Al mis 'II; a33VdS 30m IN 966 SNINaO0 Moo IN 668 ONINNO3 MO6 SSY19 O,N3105 lY3H ,8/N aul 'mvaury Ro+wnN, •I0 9Ad lol!cwy +eAOWIUI .060' ao aul •muaury .(wwnN• Iy 0!9 wq +aRONaiul ,Ofi0' 80 1v0 Ivgway0 uounc03, AD ¢a019 +opa DW +wp naOS nRoyaiul NO .0 a0 Ivaad V RB va IA do -- a/^pT01 .an SCO' SS D O,N38Z Mal '03mdn31 30 19nN ,10. A JV, 3dU S D 30 Ald a0la ONUVH 10Vdnl MWA i1Yll6 aOd Mf O 01 WOa0 NI Crrti•s) (LaNO I'N'"I) sm9'Nm 11 nvd3nn .Oro . P 3dC. L SSFl3 53ZI5 31V swlod */I 1V to ,m m0, M all a3dM1S m ao X mo. m rsdsvana ao ma ,aaro. a mis 'Is a33VcS 3003 'DI I s66 DwJ Mo NaOo IN 668 OWNNW =a a,N3tlLS lvd .8/I aH .1/L SSYp 'NNY .8/lam B/d Nlawl +a[ryTul .0 NO ao •�ul 'vT+e0ry RaanN, RB mquay +aRvyalA .O ED ao — ;oa Ivalway0 uowl1v3, RB ssv10 +0100 DW map zaaoc +aRW Iw .D O' ao .OD luowaYo uvuNco3. M wa0 13dWM d0 --an ,atom, .9L0' S 9 'NW ('I'NI's 8 I'W"I) SSYIO 'M/I TMMO ,9L/S m5= S6YI0 w 1DA o .91/S .9S Nb10 saaw 531I1 NO SWIOd *//I IV aN Dl .9S NVllt a30LM M 53N NO waodl 1/1 IV fP / ® DI I I w S66 660 S D (INIHIS IV H .9/1-1 aul 'm9awv .fwwnN, RB Bfd lol!cv+l o.(opalvl ,O60' 80 go aYl •mWYry R..Okq RO mp4060, +a.foHalvl .Ofi0' ao n0 Iw!way0 uvwlsa3, RB csvp +MoO DW na10 -an RvPT01 .060' ao 03 loswey9 uvv0s03, RB wa0 Ad VIA d0 ze1PS +olnHTYI .SCO' SSVIO a,N3aLS IUH S66 668 S 9 'NNV .9/1— ,mow 'vaus JO6oNAw .mai.0, 0, 1 6M lolrea+y uED ao aT •vaNawy RwwvN. Re + 6o6N{+O.aRT+aNI .OfiD.0' vo !oaway0 uvWs03, ao avp +^,^9 DW +0ap zcan - aaFnpalul .060' ao weo 13d VDA1 d0 za90 n.(vpaiN .SLo, a6010 'NNV 'NW .9/L FLANGE & FLANGE ADAPTOR FRAME WHEN USED THE MIN. WOOD BUCK DEPTH SWJ.L BE 2%'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE REV. FOR SWING (Fit-125 Knt, Fy-100 KSI) 1 /4' OW. ULTRACON BY 'ELCO' fu-\n IN, fy-155 M) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL./JAMBS) THRU IBY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 114_EMS OR SELF DRIII ING SCREWS (OWE 2 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-TB MIN.) STE2l: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (SRER IN CONTACT WITH ADIMINUM TO BE PIATED OR PAINTED) TYPICAL. OISTAN INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JVA86 SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS io = 3000 PSI MIN. C-90 HOLLOW/BLLED BUXK AT "BS V. - 2000 P51 MIN. PROD J5VME FImMa ``\\\\\Il lllllly� B[B�wMsatbm l-J018.08 �•` AJ� AH� Br = 2 n- l0 4,% z 4g n IL " zoo OG'm" O oof 0 O n g pang .!I�n < zM drawing no. W10-03 \ O ! _ §p — — A -O , < � , ) !)/ / ; § \ | \ ) !§ \ ) DOE \ � � » g EXT ER1 e , , ? ! �2 \ d/ § � \ | QE ---- § ( 77 » \/~� � ! — - ©' ) ® 2 k \ * «— ^ / \ SMIES - } SENTINEL S.H. mc,__,m_o__ a — � __ and Doors, \O: O: Q 2 3 m c :�;gym =®=—fkw FM__ ____ _'_ RYPICJ. ANCHORS EQUAL LEG FRAME YI■V leY MR �G YSI�RUCNRE wooD euac _ I _ JrnPx ANCHORS m r _____________,T 'EDG601A.. SW dw. jl YIAMI-ME COUNTY WPRMD II Z n 3 MR SPAONO K �} 1 II MULLION k "'WON ANO10R5 II G [MT. : II SEE SPPARATE NW 1I f 9 .;....( .. I I I Y V J ___ OeiillyI NJ Et DC u � C+ o WMq mm ANCHORS TYPICLL M ORS a C p ID 82 SEE EIEV. SEE D1V. 0 6 0 O a MR SPACING FOR SPACNG 0.3 y Qp x TYPUYI ANCHORS WAM-DADS COUNTY YS FIX mUWOl 9�PCINC MSE ANATA"E NOA"S U. .S Om4 C c Ile um BULK WON BUCK WDIH IXON BLCA( tlA01H Q w T f iSwYs Dl SWEID IDCN t 1�6n i i v ti i °PRONu TO ® EGRESS fDCK _ _ _ AT S LL 3 ^ O _ N O W O L J B p o µ} °� i w aA I U ri1 EA = � O 8 Q FNO NN�n FI © OR /ft Xt' FYL sus. z v 3n e EOUAL LEG FRAME CAN BE INSTALLED DIRECTLY INf0 WOOD, CONCRETE OR METAL STRUCTURES WITIOUT THE NEED OF A WOOD BUCK. �+ B �XR I?�'- 22 J/a• UK �y "� - EEE3 set I I a.e' or�4a I+ �2 J/6 MIX•`' _ f ' . a\ t: IH OR TYRGLL ANCHORS SEE BEY. I . enlyiEREVI D FOR SPAGWC -.i �pl+YmeAcc viWGIL FAnG� e Cl t C_ IIIIII�� /\/\J��/J��//\\//\\ I�II�F B N!macom tLp�ptn ultitAY PIID�tt • .AyIW I-ID18.0$ ZD J. Y`"�y M1l�wni We ProluNCg11P _ •s DWHENEPTH USED THE MIN. WOOD BUCK OEPDI 3 � SHALL BE 2M'. THE USE OF '� =• EL �I = 8 DEEPER OR BEVELED WOODBUCKS IS . wpfi mb RS . .. SEE Drv. PERMITTED. UAOEOF ',yam drawing no. FOR SPACING .fODRIDI`. \ ` WWD o,� W10-03 a �ApA ONAItL� s0eet 6 ai 9 Rao! g i o nH TINEL 110 PLUM S.H. WOW. (L.M.I./S.M.I.) AL-FAROOQ CORPORATION^dCGI Windows and Doors• Inc. EVELOPM9360SUNSETDFlWr.SURE22010100 N.W. 25TH STREET M"IMORIDAM17a Ca... ssse J(�`Oms9nrec MIPMI. FL. 33172 1EI. t3osl xenaloo Fnc (so6) xexe9rew ar. Tfl. (3x5) $93-6599 fNf. (SOS) 393-a592 LUMP-ANL W70-03001 �� m s s s c s z s s s s�� c J: m'o ",3 Q "J a^, R+ Q A= ��•, L 9 4Sm a mxB mR- � BR K g mF��A�� 6 6 �mm I ICI ��o�o��W���€$mo�m� as Z z 2 2 2 0 � Fm Li o Ll I 2 n T ry b S +fi� N r m F U U m p u N m ,vO Nvv, o (D G M oN z Z O - g � m El A S 8 0 o z z a_ao I pp S 6N S irsj' Cp d ••Z ��. •GL � A A /rhn unlll 5v ERIES SEMINEL 110 ALUM S.N. Y/DW. (l.M.l./S.M.I.) ALFAROOQ CORPORATION GO SUNSrDRODURDEVELOPMFM93805UN3ETORII/P SU�TE'J1'0 MUUA, FLORIDA 331T3 (CAN. 3598) ai /CGI Windows and Doors, IOC. 10100 N.W. 25TH 5TREET MIAMI. FL 33172 iFL(305120 00 FNX.r30S)=1 918 C 9Rv 0 w.3v.n �� IRMi[9 r0 mn rec 3EL (30s) 593-090 FAX. (305) 503-8591 COMP-ANL W10-03CGI COUNTY SCANNED BY St. Lucie C it DEPARTMENT OF BOARD AND CODE ADMINISTRATIONREGULATORY DIVI IONIC RESOURCrS (RERA PR 0 S 2019 T CGI WINDOWS and DOORS, INC. I — 10100 NW 25 Street " Miami, FL 33172 MIAMI-DADE COUNTY 'DUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 5) 315-2590 F (786) 315-2599 w .miamidade.eov/economy 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, DESCRIPTION: Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I. I APPROVAL DOCUMENT: Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 & sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/ comers, see limitation note 4, below. 3. Max shim not to exceed %2" 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. Units containing 900 & 1350 exterior comers must be limited to Max Dp= +/-60 PSF. See sheet 22 for anchor layout. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributorsand shall be available for inspection at thejob site at the request of the Building Official. This NOA revises NOA # 17-1011.18 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed b�ypI�shaq I. Chanda, P.E. MIAMI-DADE COUNTY REVIEWED FOR NOA No.er 22, 020 . • • • � , Expiration Date: September 22, 2020 CODE COMPLIANCE Approval Date: April l ,2018 STo LUCIE COUNTY Page I EOCC CGI WINDOWS and DOORS. INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135' and 90' comers, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file #15- 0619.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & OJT, prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/16, signed & seal d by Ram sh Patel, P. E. shaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12 , 2018 E-1 CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-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 files #13-1121.08 /#12-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5ih Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC V11 Edition (2014), and of no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement, part of above referenced test report. I haq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 E-2 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA # 15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W10-31 Rev O, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6'h edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA # 17-1011.18, expiring 09/22/2020. 1sk��\.U'l"A' Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12 , 2018 E-3 THESE DOORS ARE RATED FOR LARGE & SMA11 MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING SS DOD DOORS ALLOWED FOR MA%. NUMBER OF PANELS AS USTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPUCABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (GTH EDITION) MORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ . IBY OR 22Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. All SHIMS TO BE HIGH IMPACT, NON-METAUJC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERLALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDAROS. THIS PRODUCT APPRWAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT. ADEOUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SFAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANMLYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OEFTCIAL INSTRUCTIONS USE CHARTS AS FOLLOWS. STEP 1 DEMU., RE DESIGN MND LdW REQUIREMENT BASED ON MD Vf10C11Y, BLDG. HEIGHT, WIND ZONE USING MPUCABIE ASCE T S ANDMRD. STEP 2 DETERMINE DOOR CMACRY FROM TABLES ON SHEET 13 FOR THE GIASS TYPE AND RDNFORCNG TO USE. STEP 3 USING C1NR15 ON SHEET 15 SEUOC ANCHOR OPTION WRH DESIGN RATING MORE 1HM DESIGN LOAD SPECRED IN STEP 1 ABOVB STEP 4 THE LOWEST vME RESULTNG MOM STEPS 2 AND 3 SHALL MPLY TO EMIRE SSMC €. o ti a�0 c Neu O d ao3�n C c, 30 V o� �4DU[lAEVIROp B ^ �m!PC�[.W nsiT.fY AmpuAn No 4 2! •20 y C lu[Ivford E = W S LAMINATED GLASS ANDQtV LAMINATED INSULATING GLASS - n "_ g LARGE/SMALL MISSILE IMPACT `P1Uu ullll I MAR 0 5 1018 wingn.. W10-31 3 TBIb( .LWB ANCHORS (8) ANCHORS �CWS SHOWN 14' __ J iPACK n z HEAD ANCHORS 282 13/16- MAX DOOR FRAME W DTH HEAD ANCHORS 14' ANCHORS W PNRS /8' 2. 3 OR 4 PNRS HEAD/SRLAT HFAD/SU/JANBS AT MIE ENDSSEE SHEETNOM. WIDTH AT S O.C. FALSE MU TN ;PMEL SEE CHAT ON SHEET IS /� FOR CMACIIY G E C RENFOMNG AT INTERLO -TF OPTIONAL G it H H j; J SEE SHEEP 13 M II roR wacrtr === 2 1/8/ = u , 2 POINT 42 1/8' .L OPgFI O.L OPC. w o II II SINGLE LOCK SEE SHEEP „ 24 MR DESCRIPIbN '- 00 a 09.3 _ ___T _ L i I 1 I I I E I sC I I I; IJi 26� 1 80 B D F •I -= SILL THE 82 ANCHORS1/8' T. k1 PSHEET B. 8, 1 3 OR 4 PAIRS / aT STLE ENDS 1.CONC. 46 1/e' PANEL WIp1H h DUAL M ON AT J o.G. ..__ _._... SEE CHART ON SHEET 15 MR CAPACTIY (1)(2)rtID ONSIER (2) Efd OBSRR (2)RD'O06DR (2)®OII51[R (2)1EIP O85RA TYPICAL ELEVATION TESTED DNR D.L OPENING D.L.0 HDGW - DOOR FRAME HEIGHT - 9 I1/16' D.LO. WIDTH - NOM. PANEL WIDTH - 6' PANEL HEIGHT - DOOR FRAME HEIGHT -1 3/16' FIr POCKET JAYS ANCHORS (SEE SHEET 23 MR TW. mmALxno.) 7 —� YRODUCEQEV{Sf0 3 TRACK P4d[wDBT=FbYE SILL ANCHORS faM:n[Caeo Ae .....No 17121 •ZV u0l mm PsPiv[ICaw1 (1) � QOiIFR Z m 10 y f a> S 0 S08 IL 0o, 0 "A (i0cyoa� 0 db 'be rc �rcz"OJ a W0LL LLio O ¢bm�l MAR p 5 2918 44 T- -000L .P �' 6rATE ,.'�Y� drawing no. 2 R JRIIB , IIIII B, IIII °� IIIII IIII 1119 mm� m®o� ro®awv wm�. mm�l (TESTED UNm TYPICAL ELEVATION REFER TO PAGES 14. 15. 17 & 18 FOR WEEP SIZE Z2 TRACK HFP➢ M'CHORS F'T PCCKU "B MCHOFS 2 TMCK SILL ANCHORS wcooucr A°'vPnvm No p E� s� 166 �ufatty DES OLD HEIGHT - DOOR FRAME HEIGHP - 9 11/16' D.LO. WIDTH - NOM. PANEL WIDTH - 6' PANEL HEIGHT - DOOR FRAME HEGHT —1 3/16' MAR 0 5 2010 0 r w ngno W10-31 rr 6' 3' H' IX1EW0R Et IOR (8) ANCHORS ' CLUMR SHOWN J RUGK INCNOR6 �n 3 3 ANCHORS J' ' (4) ANCHORS - E%I OR ) MCHO EXTERIOR MAK CLUSTER 410WNJ CLU5 SHOW6N SILL ANCHORS (SEE SHEET 22) WPICAL (RE51Ep UNIT) El EVATION 4 Ma YrV w 4dNe�wthW u FlRIfY \\111111 ::t n-rzw-l. MAR 0 5 �nra spa ILL, �wy� �*•` /�fINISM/]/6 XXX (SHOWN) Oxx XXO XXX (REVERSE) XXXXXX (SHOWN) OXXXX0 DOOR FRAME WIDTH F1 N G J N 5 N R o H XXXXXX (SHOWN) XXXXXO (SHOWN) OXXXXO THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 9V AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' @ 135' CORNER STILES UNIT UAII. DESIGN LOADS TO ±60.0 PSF _PC1N[ I.,W n(9[G f.�■11i Zj �� U WP I 'LL 20.11, 1 �� i �.�! _PAP 0 APPROVED CONFIGURATIONS NON —POCKETED ODORS (NON-RENFORCED SHOWN) SEE SHEET 13 FOR Do AND REINFORCING OPTIONS THREE (3) TRACKS EXTERIOR 13Y CONNOR DUNL 'PON SHEET R] OPTIONLL M LIEU OF J1 9a CORNER DEVUL 'tl ON SIFEf 22 13 IXIRNER DETNL 'P' ON SHIFT 93 oPn01UL N USU OF J -RENT. INIERLOCNS CHART ON SHFET 13 EXTERIOR U U 90 MO DUAL 0' ON SHEET i3 NON-REINF. INTFRLOCNS OPT13Y WL IN LOU 'I ON SNEEt 33 SIX CHART ON SHEET 13 OPTOWL IN Ell L J NOTE` MAR 0 5 2018 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCARLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THIRD 23. 4. DOOR SWJl MEET EGRESS REQUIREMENTS AS APPUQU3LE PER FBC. r 0 N rG i 0JO 0 IL " 0: OG�q O o oa. 0400 a � � piJo Q W 4 LL Royy J OPg limin wing no. W10-31 i m o- G ml� U u PXXX(SNOWN) XXXP PXX%XXXP (SNOWN) I' 111�'Io 11110 PXXXXXX(SHOWN) %XXX%XP 1 L ly q I I N I i I N DOOR FRAME WIDTH {ANEL WIDTH NON-REINF. INTERLOCKS Ell "I r-- I I lyI ly is 90 CORNER DETAIL V ON SHELT U w CORNER DETAIL 'r ON SHEET Y] OPTIONAL M LIEU OF J THIS APPROVAL QUALITIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH SO' AND CORNERSWHERE N S STILE CONFlGURATONS SHOWN ON SHElT 22ARE PRESENT. FOR DOORS USING SIT & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PST rll"�m 2m p nee O atl �MH'aZ � LLim_o Su'm� � �, aamfe NON-RENF. INTERLOCKS g1D ART ON SHEET 13 ( M H EX ERIDR 9ss COORHxRROOui o aH Sx[ R3 ffMD� O POCKET GV(IY NOT BY CCI x cxrsx 19 NOT PART OF THIS NG DOOR I ONF. INTERLOCKS ART ON SHEET 13 PXXXXXO(SHOWN) M M EXTERIOR H J H PPN OXX%%XP 917 CORNER OONL '0' ON SHEEP 22 13S WRNER BEIAR 'P' ON SHEEP ]3 APPROVFO CONFIGURATIONS OFTONLL IN DELI OF J POCKETED DOORS (NON-REINWRCED SHOWN) NOTE: SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR IU.USTRATON PURPOSES ONLY. THREE (3) TRACK $ 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. IV LO MAR 0 5 10I8 di, 1) _? e Ni; s li i. : C_ r W10-31 g D00, R PRANCE W. K D X0(SHOWN) OX D00� MAX. FRARE WIDIR WNF. INTERLOCKS SEE CHART ON SHEET 13 Sf Kt T K1 EXTERIOR O Lf %X /B X 3/4' SMS DOOR TIME WIDTH _ AT 24' O.C. Mpy FRME WIDTH 1 0 N M J ' i o D ON J1 1 HO EXIERIO OXO(SHOWN) OXO(RLVOxSE) OX%O XXXX(vMIIAR) 90 CORNER DVNL 'O' ON SHEEP 22 135 CORNER MAL 'P' ON SHEET 22 OPflONN. W NEO OF A FSU CHMT ON SHEET 13 5OH r Om m 90 CORNER ... '0 oNsRm 22 135 CORNER DETAR 'P' ON SHEET 22 OPDONN. M M OF A THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS TILE S WHERE CONFIGURATIONS SHOWN ON SHEEP 22 ARE STILE. FOR DOORS USING 90' k 135' CORNER SDLES LIMIT MAX. DESIGN LOADS TO 260.0 PSF APPROVED CONFIGURATION-S NOTE: MAR 0 5 201E NON —POCKETED DOORS (NON-REWFORCE] SHOx ) SEE SHEET 13 FOR DP AND RDNFORODO OWIONS 1. FOR APPLICABLEIGURADONS SHOWN FOR ICED OR PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. TWO (2) TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER MC. PRODUCfAy+YTRFA adPIYI.X�Mb lbaFbiY �mea'.F eem APaplun NP�ZU .�..5.- Z- 0 f i 6 j' OS. F�� 0 V N" Y (i 'o H 0 oo�u a 000 LLB" e J ZS J aMmf91 W10-31 DOOR FRAME WIDTH �H L I i mr 0 00 lu 8 I M K PX (SHOWN) XP POCKET CAVRY NOT BY CGI NOT PART OF THIS NW DOOR FIMJAE WIDTH I I I ly IV : Ip I I O EXTERIOR ©j NOR FRAME I L I �I I I J1 99 I 0 is ry Q1 Y 1 1 M I I 1 PXXP WORFRAME MOM T I I J IUrvO yh p I dF I M M I I PXXXXP DOORI�FRAME MM � L � H H I J I D QIn K 1 u 1 PXXXX (SHOWN) PXXXO XXXXP OxXXP °°OR FIRME r-. f L I 1 I I� a N Id PXX (SHOWN) XXP DOOR FLAME WIDTH ly �1 o of Id MI L J O EXTERIOR J1 MO 9O CORNtR DETAL 'O' ON SKEET Y2 M CORNER MAL'C ON SKEET '13 OPIIOIOL M LEU OF A DOOR FRAME WIDTH NON-RDNF. INTERLOCKS SEE CHART ON SHEET 13 DOOR FRAME WIDTH NON-RONF. INTERLOCKS SEE CHART ON SHEET 1} EOE u 1 1 x Iu is L O1 EXTERIOR O L1 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAK. DESIGN LOADS TO ±60.0 PSF NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHAH MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Emu �.A =w-im! MM usiw-mL U U 9P CCONNO DOTAL '0' ON SHFEf Y1' OF,T CORNER EU O 'J On S6ET ]3 OPfbNLL IN DELI OF J NON-REINF. INTERLOCKS %SEE [.RT ON SHFEY 1l BO CORNER DETAIL '0' ON SHEET 22 13T CORNER OETAIL -W ON SHEET U OPDOM IN LOU OF J POCKETED DOORS (NON-RONFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS U U G\ P DDCFREVIM W� PCei WN6Mwr.w& Asep m EapDnbo Din, �Zo ha DAY (bMW POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWEO BY AHI. OR 0 5 2018 ti c i ]rowing no. W10-31 NOM. PANEL MOTH XXXX (SHOWN) OXXX xxxo XXXX (REVDiSE) xxxxxxxx (sNDwN) oxxxxxxo APPROVED CONFIGURATIONS NON —PO KEFFD DOORS (NON-RDNFORCED S10MN) SEE SHOFF 13 FOR Do MD REINFORCING OP➢ONS FOUR (4) TRACKS NON-RONF. INFERLOCRS l. Lb-m.9-1 Lw�� l^J EXTERIOR V l"/ d/ l'�J 13Y CORNLA DEWL'PON SHEET 13 OPIIONLL IN UEU OF Jl THIS APPROVAL QUALITIES DOORS WITH APPROVED I ,, CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS III m WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �V ARE PRESENT. Z FOR DOORS USING 90' & 135' CORNER STILES O n LIMIT MAX DESIGN LOADS TO 360.0 PSF F^ f i QA S rcm� O'o^ of O q ORop LL �o J mm� Q u�mY NOTE: 1. 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 FBC. MAR 0 5 2018 FRODNCT¢EV" m plyb6win10FR,Ak IUNiny COG Auepleow No 17�12/X ,7P e,prFOw Dale n_iZz(Zf. MIr'.a.vra�aiti� I JUh drawing no. W10-31 xxxxxxxx (suomm) OxxxxxxO Lim xxxxxxxO (SHOWN) oxxxxxx0 APPROVED CONFIGURAnONq NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp MO REWFORONG OPTIONS FOUR (4) TRACKS THIS APPROVAL QUALIFIES DOORS WfTH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135- CORNERS WHERE SDLE CONRGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 13Y CORNER STILES UMIT MAX. DESIGN LOADS TO 360.0 PSF 90 CORNER DE L '0" ON SHEET 22 13Y CORNER DUAL V ON SHEET 22 OPDONN. w LED OF J Q '-� Q EXTERIOR 97 CORNER COAL V ON SHEET 22 136 CORNER DETAIL 'P' ON SHEET 22 OFDONK w Uw OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLCABLE 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 TDC. MAR 05 mooucr REv(sm m�pbiwwin NwFbYa �o¢D�Ne iT.121C"�-0 OF drawing no. W10-31 DOOR t r I I o, SEE CHART ON Sp 13 gw PXXXX (sHom) XXXXP DOOR FRN14E WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90- & 13T CORNER STILES LIMIT MA%. DESIGN LOADS TO ±60.0 PSF 0 rpm., I� 11I PX%XXX%XXP (SHOWN) O HO(H) HQ Q Q E%TERIOR 0 O 9P COIUffIt OETNL '0' ON SHEET 22 13W CORNER OEINL 'P' ON SHEET U OPRONAL W UDI OF d �gpDUCf 11AV1BPO uwuPbbLwM1 W FLALL WO :nLC Ao.aL LZ MY�� pdr-PA4H Ea�� OR 5 �-e^. OO ����i APPROVED CONFIGURATIONS POCKETED DOORS (NON-RONMRCE) SHOWN) SU SHEET 13 MR DP AND RONMRCINO OPTIONS NOTE: /j �1 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ,,��fpp I U�r I 2. FOR APPUCABLE NON REINFORCED OR RENFORCEO DESIGN PRESSURES SEE SHEET 13. /-'r/ III FL4 FOUR (� TRACKS 7�q-pf ATW 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. poAlo�/ 2� POCNEfs PRE NOT PART OF 1H15 PPPPWPI 4. DOOR SHW.L MEET EGRESS REpUIREMENT6 AS APPLICABLE PER FBC. %sS�ONAI AND TO BE RLXIE B( A41. 1 It l,% Z 0� 2 as S Q 3N� n �UNA V 0 9m o im9 0 abaq LL ZoG j 0m aa�f o°II'.'ll�ll5 drawing no. W10-31 DOOR FRAME WIDTH ti i H g N In 1 o I N I I it 10 Id I I 1 1 L PXXXXXXXX(SHOWN) XXXXXXXXP OXXXXXXXP MONET CAVITY NOT BY NOT PARR OF THIS DOOR FRAME MOM L 1 3 1� E 1 oma QIn S I I u i go II(D' L PXXXXXXXD(SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON-REMFORCED SHOWN) SEE SHEER 13 TOR Do AND REINFORCING OPDONS FOUR (4) TRACKS POCKER ARE NOT PART OF THIS APPROVAL AND TO BE REVEWEU BY ". O O O THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 9P & 139 CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF INTERLOCKS )N SHEET 13 90 CORNER OETNL V ON SHEET Y2 IJS CORNEA DETAIL 'P' ON SHEET ]1 OPIIOWV. IN m OF J NON-RONF. INTERLOCNSS EXTERIOR L EXTERIOR k2l 90 CORNER DETAIL '0' ON SHEET 22 13W CORNER DERAIL 'P' ON SHEET 22 OVPON4 IN UEU OF J NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSR+ATION 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 SWll1 MEET EGRESS REOUIREMENTS AS APPUCABLE PER FBC. MAR 05 UUUL ETOWin9 no. 3� W ;) : . . . . , � |■ § ® ---- --- - --- - - --m.� ( !R!R!R!R!R e!§ \\ \\ }}}!,!!!!!!!!!!!!!!!\§;\§i !!!!!!!!,!!!!!!,!!!!!,f| \|!!!!!!!!!!!!!!!!!!!!!!)| -[f R e!60 oe e!R!R!/ / \!R R!R R d!'b [ + e! \ / / \ / / OR � \ § ) 2® ! § ._ (/\\� §§5 &;§2 � 5/ It 9 � §]; §D5 as 2�§ �0 i e__m _eQCO_o_�/o __ _� m Inc. — \�; : /L ' ! Nac /k w = m _ ___, *, ANN. GIA95 .075' manoar Soflee CP 1WIh PU Core By 'Edelman Chemical Co! OR 090' Interoyer Sallee Clear And Color Glass By 'Edelman Chemical Co.' — OR .090' Interloyer Sent,Glac 0 'Kum- America, Inc.' 090' Iriah, er TfovIDl PV8 By 'Kurarq America, Inc.' \ 3/16' HEAT STHEN'D CIA55 SCONE GrEE SCS CORNING DOW CORNING 899 DOW CORNING 995 8535 GLASS TYPE A' 7/16' OhlUtl LAN. GLASS 3/I6' HUT SMEN'0 GLASS .005' Intedayer Sallee CP Y6O PET Core O'Eastman Chemical Ca.' .090' Intenger Sable Clear And Color Glass By'Eos"an Chemical Co.' OR .090' Intenger Sen4yGlae OR'Kumroy Ameneo, Inc.' .090' Intenger Trail PVB By 'Kunamy America. Ina' 3/I6' HUT MEND GL� SIUCONE GE SC5 120a DOW CORNING 899 DOW CORN NO 995 N1 / SEr11NG BLOCKS AT 1/4 PoMIS ON 111F5 WIDER THAN 36' M M DUROME R 8535 GLASS TYPE '13' 7/16 NiRP1L LAM. CIMai 3/16' ANN. GVSS .075' Ntetlayer Sallee CP V.0 PET Core By 'Eaalman Chemical Co.' OR .090' Intenger Sa0eK Clear And Color Glass By 'Eastman Chemical Co.' OR 3/8' AIR SPACE .090' Interoyer Sent,Gloe By 'Kumray America. Inc.' OR 3/16' TEMP. GI .090' Intafter Troeifal P98 By 'Kurarq America, Inc.' 3/16' HUT 7REN'0 GI SIUCONE GE SCS 1200 m DOW CORNING 699 DOW CORNING 995 e M1 XL EDGE SPACER O ST. SmI. BY 'CAF MA: OR DURtSUL BY 'DUANIX' W OR SUPER SPACER BY 'OUAl4a. W 1 SETRNG BLOCKS F AT 1/4 POIMS ALL SIZES x POW W DUROMETER 8535 LASS TYPE 'Al 1' ONRN1. MSUL 4 . G 3/16' HUT 51REN'O GLASS 075' Intender Sallee CP Wth PEr Care 'Eastman Chemical Co.' OORR 090' Interloyer Sohn pear And Color Glass By 'Eastman Chemical Co.' OR 3/8' AIR SPACE .090' Interayer BentryGlm Kuroroy Nnenw, Inc.' nBy o.- 3/I6' TEUP. GU OR .09e Inteneer Th lol M By 'Kmarq America. Inc.' 3/16' HUT STREN'D GLA65 SIUCONE GE SCS 1200 m DOW CORNING 899 DOW CORNING 995 of %L EDGE SPACER O U. SIEEL BY 'CARDINAL.' OR DURA!im w 'OUANEY W OR p SUPER SPACER BY 'QIMNEK' w1 SETTING BLOCKS W AT 1/4 POJI Au SIZES EPDM W OUROMLTER 6535 rLASS TYPE 'BITYPE 'BI' 1' 0YFW11 MSUL IM. 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W10-31 3 KSI CONCRETE R.r Bpi: 1 ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WOOD BUCKS NOTE SHEET i DESIGN WAG CAPACITY - PSF (ANCHORS) P9 �6BM1 MFYAII NEAO ANCHORS (tt E l e k C) DILL "GO"E9 (ME SIT 6IDC/NI MI31m u f� M1mw u AIE/MOHoo1 C6 1 EM.(t) a B I6 { 8 B 80.0 IS.9{-1/8 82A T71.1 993 Jl.l J1.1 80.0 JS.8 ]1.B SO.OM.] 5B.1 80..1 80.0 SBA ] ] z0-1/8 ]0-1/e DG-1/B {2-1/B 9p 90.0 - - fi0.0 AGO - - W.o- W.0 - 69.E W.o - eQa - Y.> M.O e0.0 80.0 BO.O 33J m.0 2M1/8 ]0-1 80.0 00.0 - 60B - 3-t/e eoo80.0 ]]980.0G52]6-1/9 1@ J52.7MO 38.2E0.06oA{3-1/ MO EO.D SOD EO.O SO.O BO.O W.Bu.55{-1/6 51A 5U {z.0 5A{ 5{A {-1/B {8-1/B Ol-1/6 1008oA 600]0-l/8 60.0 B0.0 GIG 52D (oG 60.0 fi0.o {e.e 60.o W.o M.5 0.0 60.0 4E.2 60.0 WG 41e 34A 94A 39.4 34A 54A N-1/8 X1-1/8 ]8-1/0 42-1/B 45-1/8 114 W.0 W.0 SGO 57.2 W.O WG e1.9 W,O 60.0 49.z 60.0 B0.0 45.9 W.O 600 43.a 60.0 60.0 41.5 80.0 800 30A ES.1 W.0 24-1/B 3o-1/e 39-1/B 42-1/B 40-1/B 120 80.0 - - MCI - - 56.9 WA eoA 54o eo.o W.O Lae W.o fioA 78.3 Bo.0 W.0 4 l WA WA {O.B W.O WA ]19 59A WA ]aB 95A W-0 9 F s UMR E%T.(+) LEADS TO WO PSF MR DOORS WIG MWOWNG AL. SIM UMR W.(+) LOADS M 80.0 nF FOR DOORS W/ RBNF. UPTO 96 IN. HT. 1 e FOR WOOD BUCKS A: INTERLOCK ENDS NOTE SHEET I SEE CHART AMR OUANRRES EDGE HASH:.' °3.5/8' k INTERLOCK ENDS SEE CHART FOR QUANTITIES EDGE 3 5/8- DIST. ANCHOR TYPE A m 9 ANCHOR TYPE B 9 N m ANCHOR TYPE C \9 THRU IBY WOOD BUCKS 3DIRECTLY IWO 3 K51 CONCRETE 3INTO METAL STRUCTURES g IWO 3 KSI CONCRETE OR APPROVED MILLIONS WOOD BUCKS AND METAL STRUCTURES NOT BY CIA WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO MUST SUSTAIN LOADS IMPOSED BY GIAZINC SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH TYPICAL ANCHORS: SEE OEV. MR SPACING TRANSFER THEM TO THE BUMING STRUCTURE STD. FRAME HEAD MO SILL -AT HEAD- . - . - - - -AT JAMBS - LYRE A- 1/d' % 3-1 /d' ULTRACON BY 'ELCO' (Po -In M Fp155 ME) TYPE A- 1/d' Otq ULTRACON M'Fl Cn' (F-177 KSI.ry-1M Ks) THRU IBY BUCKS INTO CONCRETE INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED IWO CONCRETE 1-1/2- MIN. PENETRATION INTO WOOD THRU 28Y BUCKS INTO CONCRETE THRU 10Y BUCKS INTO CONC. OR MASONRY 1/2- MIN. EMBED INTO CONCRETE 1-1/4- MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4' X 3-1/4' ULTRACON BY 'ELCO' (F.-In KA I,$. MSO TYPE 'B'- 1 /4' DIA. ULTRACON BY 'ELCO' (Lu-In M F IM KG) DIRECTLY INTO CONCRETE I DIRECTLY INTO CONIC. OR MASONRY 2' MIN. EMBED 1-1/4- MIN. EMBED INTO CONE. OR MASONRY I TYPE 'C'- 1/4' DIA SFIF DRIIUNG SCR EY5 (GMOE 5 CRS) II TYPE 'C'- 1/4' DIA. SELF ORIWNG SCR WS (GRACE 5 CRE) I= MMI-DADE COUNTY APPROVED MUWONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR OR INTO METAL STRUCTURES (HEM/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I (3) THREADS MIN. PFNETRAHON BEYOND SUBSTRATE I ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL 1/8- THK. MIN. (Fy - 36 KSI MIR.) 1 IH STEEL:: 1/8- THK. MIN. (Fy - 36 K61 MIN.) . - (STEEL IN MKT COWITH AUDI Y TO BE RAIE) OR PNlllm) - . IL - (sDDD COMMf NiM NDYIHUY 10 m m m m P. O - -AT SIM - - J ANCHOR EDGE DISTANCES TYPE 'B2' 1 /4' DIA ULTRACON BY 'ELCO' (Fu-In 01. Fp155 01) INm CONCRETE OR MASONRY 2-1/2- MIN. DIRECTLY IWO CONCRETE IWO WOOD SIROCNRE - 1' MIN. - 1_3/4_MIN. EMBED IWO CONCRETE- - - - WOO METAL AD STRUCTURE S SC MIN. --IIybmROmCYhmdM I_ WOOD AT HEAD OR .W188 SG � OM YIN. e'®Plyq nllYlke Fy CONCRETED HEAD. SILL OR ATJN r.BS a ]- Pal LAMPSI A�eVy.. N9 NOTE: C-90 NOUDW/FIl1ID HOCK AT JNIBB fm 2000 PST YIN. U�� Nu SHEET ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCDON SEE SHEETS 14 15HLL SHEERS a, WAFT GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR'CAPACDYB FOR OPTIONAL SILL DETAILS LOWER APPLCASLE VALUES CONTROL (LF 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B 5� gi ANCHOR TYPE B TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE PLEASE SEE FOLLOWING SHEETS FOR DETAILS. IS L`gym E ox pq m L 1 1. 3 5/8 PO m k HANomm TIP= TAW /NON-SH.=E II AT HIGN SIN D.. , I'F - S000 PSI MIN. A INTER NOT BI C.G.I. FOR MUST TRANSFER SHFAR LOADS TO MUMPS Y.v Z mm 0� n� F•f 2ir Qa S6 0l0M On a�g y mat 0 G'm SIX 0 o Pi'1 8 0104 ^ O.6b �w�iAn LL LL 0 . e ¢En �\p\\\\\IIIIIIIIIA ? fOSy 8 EDq�., A1E� AR' Browing o. Cbl.!1OM01;. _ACO=C W10-31 3 KSI -IN CLUSTERS 23Y WOOD BUCKS CONCRETE AT WG. STILE SEE NOTE SHEET 1 &.INTERLOCK ENOS� A � AN�R TYPE AI LA g a INTO 2BY WOOD BUCKS J� OR WOOD SIRUCTURFB OE41GN WAS C ACBV - PSF (ANCHORS) 11wt vua 11mn oom lmcrt NEAR ANCHORS (TYPE A. B w C) BHL ANCHOPS (TYPE 99) C1.WlFA 61 s16F/MFALYX Dms AUSIG A] STATANR21oRl Nua 4 axr.(.) Art e Txr.(+) 4 Yxr.(.) e FO(T.(.) B LKr.(. /B B2 O MOe0.o 80.0BR.o n.4 w.] ..0 Bea JaO.0 Bx4 w.- 593 MO WO SA-1/n nA MO- MO1/e 80.0-56-1/9 ]5s ]+neOa625 - $9.1 B0.0 60.0 5.. eOA I SO.O SO.3 Bp.O BOA 24-1/e ]0.1/e Sn-+/e 42-1/e 48-1/e B0 eo.0 _ _ MO ]p.] MO - 75.6 MO - ep.2 BO.o - M. MO - 81.9 60.0 58.] 80.0 80.0 SB.] 80.0 ...0 55.] 80.0 60.0 So-+/e 56-1/B 42-1/e 4o-t/e >.- /A pB na w.o wA SO w.e w.0 - w.e eo.o - 57.0 80.0 80.0 5..0 60.O 80.0 Sie ]ip eoO N.5 ]].9 w.0 .es ]zl w.o 4&7 em w.G 24-1/e SB-1/8 42-1/n 4e-t/6 5�1/a 103 w.0 660 39.3 60.0 w.0 S63 w.0 80.0 52.7 60.0 60.0 So.O 60.0 60.0 0.9 60.0 4x5 .... 60.0 44.5 w.p w.0 42..00 6o.a MO /e 38-1/e ez-1/e 48-1/e 24-1/a +� 6 - eoo - - ss� w.o w.0 sxs 4..1 60.0 60.0 42.2 .0.0 MO N.5 80.0 80.0 42.2 60.0 M. � M. 6- s9.+ w.0 2s-1/9 30-" 36-1/B 42-1/8 40-1/e 114 MO - MO wA MO 17. MO Sf.p 60.0 wA 49.2fli. 4ep 600 600 Alb QOI 41.1 60.0 600 O- A SO­ 4z-I/e 120 600 - MO 60030.1/e w.036-1/a ".9 43.1 w.0 w.0 1.+ 1-1/6 36.9 LONDS TO 60.0 )RCING ALL SRES URTO 96 TN. W. ANCHOR TYPE A THRU NET WOOD BUCKS IWO 3 MI CONCRETE TYPICAL ANCHORS IN CLUSTERS WOOD BUCKS AT MTG. SMILE A ATENDS NOTE SHEET 1 SEE ( O MR DIJAWTRES i EO:C AST. • s3 I :3 .1 5/6' :. IN 3 O ' MIX W ANCHOR TYPE B 2 DIRECTLY INTO 3 KSI CONCRETE 3 6 � VA Ll U V y ANCHOR TYPE C IWO METAL STRUCTURES OR APPROVED MUWONS WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLAEON CONDITIONS SHOWN APPLY TO MUST SUSTAIN LOADS IMPOSED BY GIAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK WITH TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. -AT READ- - . - . - - . - - -AT JANET F TYPE 'A'- 1/4' % 3-1/4' ULTRACON BY 'FICO' (N-tn MO, FY_155 KS) TPE 'A'- 1/4' Rtq ULTReCON BY 'A CO'. (F.-IA Im. "155 KSQ THRU 1BY BUCKS TWO CONCRETE IWO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. EMBED IWO CONCRETE I 1-1/2' MIN. PENETRATION IWO WOOD THRU 2BY BUCKS IWO CONCRETE THRU IBY BUCKS INTO CONC. OR MASONRY 1/2' MIN. EMBED INTO CONCRETE II 1-1/4' MIN. EMBED IWO CONC. OR MASONRY TYPE 'B'- 1/4' E 3-1/4' ULTRALON BY 'ELCO' (F-m mT, Fein 160 TYPE 'B'- 1/4' DIA UI.MWM B4 'ELCO' (Fu-177 M. 1]-155 KS) DIRECTLY INTO CONCRETE I DIRECTLY IWO CONC. OR MASONRY I 2' MIN. EMBED - 1-1/4' MIN. EMBED IWO CONC. OR MASONRY _ TYPE'C'- 1/4' DIA SELF DRILLING SCR FIVS (STRIVE 5 CRS) I TYPE'C'- Ile Dix SFlF pRI LUNG (OR DE 5 GS) INTO MAMI-DADE COUNTY APPROVED MUWONS INTO MR I-OADE COUNTY APPROVED MUWONS OR OR IWO METAL. STRUCTURES (HEAD/SILL/JAMBS) I INTO METAL STRUCTURES (HEAD/S(LL/JAMBS) (3) THREADS MIN. PENETRATON BEYOND SUBSTRATE I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-15 MIN.) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (FY - 36 KSI MIN.) - STEEL: 1/8' THK. MIN. (FY > 36 KSI MIN.) - - - L_ (slm N 6A1mcT w IN AWMvarM m SE PIATm m P.) - J L _ (STal IN mw= w1D1 HMYONu TO K P m OR PAmm) - - - -AT BILL - - - - - - ANCHOR ME OI6TA CE<_ F TPE '82'- 1/4' OIA UmM CON RY 'FlCO' (F -in 51, Fy m m) IWO CONCRETE OR MASONRY � 2-1/2' MIN. DIRECTLY IWO CONCRETE TWO WOOD STRUCTIRE m 1' MIN. INm - 1-3/4- MIN. EMBED TWNUAL STRUCTURE 3/4' MIN. O CONCRETE - - - - . _ - - J WDOD AT HEADOR AWRS SC - OSS u CONCRETE ATTHEN, SILL m JAMBS I'c - 3000 PS MIN. NOTE: C-90 HOMDW/FlUED CLOCK AT JNA85 rm - 2000 PSI MON. SHEET TO BE USED INN ANCHOR CAPACITIES ICOTED U THIS TON SILL RISERS MLODUCFREYf6® ITH SHEET WCLASS CHARTS ON SHEET 13 SEE SHEETS 3 15, 17 A: 18 FOR DPHONAL SILL DETAIL$'°L°1°P1°'"%1rMS1YFbY WATER APPLLCABLE VALUES CONTROL �AO SHEET 1FOR CAPACITY 6aM'iAB CM6 A.w0a6a No Al�TI� 3 TRACK SYSTEM SHOWN ALSO APPUCABLE ANCHOR TYPE B ANCHOR TYPE RTO 2 Fmi:] DePLEASAND T OK FFRAMES. S FOR DETAILS.DIIRECTLY INTO33 KSmm I CONCRETE $2x DIREECTLY INTO3KSI CONNCRETE o IWI IY 11 : \I$N O ICi ff-YI fml TYPICAL ANCHORS HIGH STRENGTH GROW J `W INTERLOCK ENOSJ MAR .` Y/'� s�AiH OF V. - 50w Psl MIN. SEE CHART 0 Jr 1018 �'\�'C\'l�' 'Z91, . MUST TRANSFER SHEAR FOR OUPNTIIIES SS�L'•. ��•iAl IN. HIGH. L=S TO SERUCIORE O.. 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FL. 33172 m(30M 26sa1oo Fbx WM2S243.. TEL (305) 593-6590 FN(. (JOS) 593-6592 ____ .. 1/2- M . Lm BmF SHIM O O I� IIIIIII T-V a i II n' 8 yF'I�' III'�III�IIIII/I rr �� �_ IIIII/IIIII/� Yl ISERl6 SEMWR 150 AUY 6IIOWG GI,65 WOH (LN.IJ pL-FAROOQ CORPORATION 2 no a e escn ian O�. awle 5/B'� 1' E Of.fl.f6 EfwWL PMSroIY CGS Windows Gild DOOiS� 1RC. EROINEERSd PRO.f DE OPMFM w 4 0).D.1) x0 gyyCE MS SxEEi 93803UN5lT DRNE.SIIDE'120 T dcM x n.2E.V xa CXWEE 7x5 sllEG 10100 N.W. 25TH STREET -l=' EDRIDA 33173 o4.N. 3593J ` o s221.16 sEv. F6M 6E3 cs44D2rs MIAMI. FL. 33172 WL(30R 2161 0 4Ac(s9612..ew9 TEL (305) 593-6590 FM. (5p5) 595-659Y _ 1 3/4 3 S/6' 3 5/8- JJ 9. (4) ANCHORS (6) ANCHORS 6. 3. J (8) ANCHORS 6' ]' fi' TWO (J) TRACK THREE (3) TRACN LOUR (41 TRACK OUTSIDE WONS M THRTA f 6'mm JOINTS 7,K Sy(0 }y1 NNDVCCYEYfC✓}a -j- (4) ANCHORS =.YC p1yLY ft y F 6• 6. 6' AaeVn�mNo17_t2lk•20 14A6dr la1oat'..II.I (6) ANCHORS ` 11\111111111�� (8) ANCHORS =} h 6' T -tii n I h1AR 5 ��"• D 2D18 Q %� TWO (2) 1RACK THREE (3) TRACK FOUR (4) TRACK(41 11tACK w� ro Z O5 2Ev O G'm m O ft; o n O Aoo G mho �4 z j Cm2 Q 3mF W70-31 TYPICAL PAD PILE INSTALATION LOCATION TYPICAL AT PANEL 4 CORNERS I EXTERIOR EXTERIOR MOUNTED POCKETED JAMB O TYPE A, B OR C AT 6' FROM ENDS PNO B' O.C. INTO WOOD/GONG./METPL 1- 1/8 MIN. EDGE DIST. 6' O.C. IMO BLOCK ONLY 1-1/2' MIN. WOOD EMBED 1-1/4' MIN. BLOCK EMBED 1-3/4' MIN. CONC. EMBED I 1/8' MIN. MET& TMICKNm POCKET CAVITY NOT BY NOT PART OF THIS TO BE REVIEWED BY MAR 0 5 2018 MIODMCEYEVmm �e0em.u�we Bl.yi Anghph, N� I R46ntleu Wh� a fd r y GBAVy ratlue CooKy vowing no. W10-31 CODE PARL No. DPSCRIFTION WTBRD.L I WANw. RBWAR6' E1 M-10 FRAME SILL 2 TRKK 6D6 76 CGI EXTRUDER E2 CGI-151 IR OE JAMB 2 1PACK 606}TB CGI EXTIIIDER ET CGI-tall ITUME HONG 2 VDACK 6063-TG CGI E%IRuOEN E4 CGI-IS] EXTERIOR INTERLOCK 6063-T6 CGI EMRUDER FS CGI-15< INIENaR INTERLOCK 6063-T6 CGI C(TRUDER - E6 CGI-155 MAIN SIHE 6063-T6 CGI EXTRUDER ET CGI-156 TOP O BOTTOM HORIZ 6063-75 CGI EXTRUDER EB CGI-157 SILL Ram 6063-M CGI EXTRUDER - EB.I CGI-181 &I. SILL RIMER(OPTIONAL) 6063-T6 CGI EXTRUDER E9 CGY-158 INTERIM TRACK ASTUflL 5063-T6 CGI EXTRUDER EID CGI-159 INTERLOCK REINFORCING (IFNGIN - FRAME M. - e-) 6063-T6 CGI EXTRUDER Ell CM-182 FRAME SILL 3 T K 606}T6 CGI E%BNDER E12 Cd-161 fRIJNE JAMB 3 1RACI( 5063-76 CGI DORUDER E13 00-185 FRAME HIM 3 RACK GOO-T6 LGI EXTRUDER E14 C0-10 OUTER TRACK MTmGAL 6063-76 CIA EXTRUDER E15 CG-170 pOCIQT HOOK 606}T6 GGI EXTRUDE E16 MI-121 7/I5- GLASS GULNG BFID 606}T5 CGI EXTRUDER E17 CGI-123 I- GLASS GLAZING BEAD WO-75 GGI EXTRUDER CID CCI-15M EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 uI EXTRUOQR E19 LW-154A INIERIOR INTERLOCK (OPTIONAL) 6063-TB CGI EXTRUDER uO CGI-155A MAN Ella (OPTIONAL) 6U63-T6 CGI EXTRUDER E21 CGI-156A MR k BOTTOM HORIZ (OPRONAL) 6063-T6 CGI EKTRUDER E22 MI-15M ASTMCJL (OPNOWLL) 6063-T6 CGI EXTVUOER E23 CGI-168A Ou1ER-TR4CK ASIPMAI(OFMONAL) W63-T6 CGI EXTRUDER - E24 CGI-160 DECORATWE SILL COVER (OPTIONAL) 6063-176 CGI C RRUOER US CGI-184 2. ] h 4 TRICK FRAME STILL SCREW COVER 606}16 CGI EXTRUDER us CGI-187 2. 3 h 4 T FRAME HFID SCREW COVER 6063-73 CGI EXTRUDER E27 CGI-18R FRAME JAMB SCREW CDJFR (OPDONA.) 6063-15 CGI EXTRUOER all CGI-l0'1B I'M ME HEAD 4 TRACK 6063-16 OGI EXTRUDER E29 00-1029 FRAME SU 4 VOICE W63-U CGI EXTRUDER E30 00-1030 FPAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - E31 CGI-1057 FEMALE CORNER A OR (90) 60s]-T6 GGI EXTRUDER E]2 CGI-1058 FEMALE GINNER AD<PNR (I3T) 6063-16 CGI EXRUDER E]3 M-1059 MALE CONRER ADMIOR DOW-Ti, CGI EXTRUDER M1 CGI-382V LEASING BULB NNYL (OUROMEION 75-SO SHORE A) PVC M2 00I-171C nX0 PµEL COP (2-1/2' LONG) 6063-T5 ] O Fl%ED PµE1 M3 CGI-173 FIXED IMa SHIM NYLON 2 PER FlYFD PANEL M10 CCI-176 1TWME HEM) ANTILIR k PAD RIX WOOE/NYLON SULLNµ 1 PQR INiERIOLK/ASIR. M11 W21201NG PILE WTH CEMER FIN WCOL ULTRAFAB OR EQUIV. - M12 - EOITOM RAL STFFENER 1- LONG. 2 AT EACH DID AUMINUY C0 EXIRUDER 4 PER BOTTOM RAL MI] A-51-PRS-150C2S5 ROUEN ASSEMOLY AT PµW MMOUF CMCFS ST AYESBURY 3 PIN OPER<BIB PA4El MM I IOU ROVER ASSEMBLY AT CORNER PµE1H ST/ST AMESBURY 2 PER OPERPBLE IMNU U14 SGD-500 DOLL MORTISE LOCK ST/% SUWVµ ATTACHED TO SCO-5D5 U14A PS01-0036-117 GOAL MORT6E LOCK ST/ST INIEJGUX S ARICIBD TO MINA MI5 SGD-507 KEEPER LNC SUUNµ DIST. W/ 2 /10X]/4- PH Ulm 5G0-507H KEEPER ZINC INTERLOCKS INST. W/ 2 #IOU/4- PH U16 SGD-503 RECESSED ADIFTOR ZINC SLrtLVAM INST. W/ 2 010X3/4• FH MIU PS01-0036-117 RECESSED A6AP10R ZINC INTERLOCKS INST. YI/ 2 flOn/4- TR M17 SGD-SSN HANDLE SET ZINC SULLNµ/INIFALOCNS DID SM2101WH HANDLE SET OPTIONAL LNC WUNµ M19 SCS2000 SUPRUF SVJANI SILICONE GE M20 CGI-173 PANEL TOP k BOTTOM OUST PILE WWL/AT SULL M OR EOUN. 4 PEfl PµEL M21 WS-202 HUM AND SILL SMAL PIIB PAD WOOL ULT M OR EQUIV. 1 PEq INTERLOCK//S1RAG6L Mn WS-201 SILL INTERLOCK PILE PAD WOOL UUWAB OR EQUIV. Mn HO-12-IM42 .150• PEACH POCNEI SE, - AMESBURY 52 - f10 % 1 1/4 LG. PHI- R1. SUS, ST/SE ASSEMBLY SCREW - - 2 OR ]PER CORNER SINGLE 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 #SGD-500) (PSOI-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) ZINC HANDLE SET (PART #SM5500) k (PART #SM230OWH) ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) DOUBLE LOCKS: REDD. AT 90- AND 135- CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40' AND 78' FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) SECURED WITH (2) 10-24 X 1/2` FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD-3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1-1/2' ON MS STEEL KEEPER (PART #HD-3310143) SECURED WITH (4) 10-24 X 1/2' PH THREAD FORMING SCREWS WRODUCf pEV®O GtlMIPIXMGwNb OW ii1{EL A.«PT..rte No 17-121 .7,0 MAR 0 5 2018 M, Orawmg no. W10-31 )35 .0J0 60 .84) 1.250 Q FRAME HEAD (2 TRACK) .640 y p-.6)5 T-120 .995 ,I050 .9)5 .995 ,050I 9J5 ,,f 1.184 F- 1.184 Q FRAME HEAD (3 TRACK) LL 010 GLAZING BEAD GLAZING BEAD •1 1pM. GIA55 INSUL WA GVSS 995 .075 1.508 1.186 .0)0 2'600 O TOP/BOTTOM HORIZ r TOP/BOTTOM HORIZ (OPTIONAL .753 J.000 .J25 ,065 .6fi4 1.501 O60 ,.831 3,000-�7I 5.921� .0]0 .995 L..,125 .OJO ss 1. 90 a415 u2 M. PANEL CUP 1.{90 1.U5 FRAME SILL (J TRACK) 3.000 IIO -2. 2.005 2.)55 EXTERIOR INTERLOCK (OPTIONAL) 2.005 o)D 36fi .125 E6 MAIN STILE .695},]50 MAIN SALE (OPTIONAL) J.000F 2 J55 1.610 1.870 095 .995 365 An 3 .9>0 3.5)2 IJIO ,060I5 GILL RISER (OPTIONAL) 1.8)0 .610 1.]JO jj 5 ].5]2 195C �2005 �3.188070 .070 I 2.005 OUTER TRACK ASTRAGAL STILE IP) INTERIOR 5.921 WO 84] 1,�`A J INTERIOR INTERLOCK .M}�2 z/ -^I 1.186 1- I 2.120- 995 I POCKET HOOK 1501 .060 1,g}1 I56 3.000 '' EXTERIOR INTERLOCK 1.825� F7 .125 1.J10 0 F13 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL -1 1.27 e-2005 IR TRACK ASTRAGAL (OPTIONAL) t670 1.920 II ® 1-.635 SILL COVERTOPTIONAL7 0 INTERIOR INTERLOCK 0 5 7ma SILL RISER Z y 0 ~ � 2 O IL mat o t m V 0io m °Oo �NtICQ w 4 Q C LLz$ e� escn Ion LSE Sid I50,WIN SUDNG GUSS Wpq (LN •PoI•: 3/3• - r c m.+Lls Bwmu xenstov U 0 xorsrD xB wxu lwsr CGI Windows and Doors, Inc. x n.Ba.n x(o Bxrx. ras sr¢r W100 N.W. 172 STREET cnL q' o o:.ol.la xo cxwuT .ws snFD M FL. 33172 P � iEL. 30.S) 593-E590 rAv. (305) 593-9592 Y � $ b w F o 909 0 p b e )nMm N. Oq CORPORATION ENGINEERS & PRODUM DEVELOPMENT 9360 SUNSET DRRR:, SUITE Y20 MIAMI,FLORIDA331T3 (CAN. 9538) C TEI.(305)2 IW FAX 130613az89.w D a �lJ w N O_ p� �bbvP `..✓'' � nnza J wo gp� 4NnN ISQ kU G WS DooQ (�AL-FAROOQCORPORATION£e6.n Ion a NDVy pFySgxENGINEMS&PRODUCTDEVELOpMEM Om txnc�c ms sl¢D CGI Windows and DDDf9r InC. 9360SUNSI R,SURE=0 txuLF Roy sNFEi 10100N.W. 23TH STREET MU1MI, FLORIDA 331>3 (C.A.N. 9698J/o clwmE nos sxm MIAMI. FL 331 %2 TEl(95M364Ei.R pnA(e0s)26i89)gy'lEL 305 593- ( 8590 FAX. (305) 593-6592 _ D \, MR IM f N(1- LL z� NO m lE 0 OSOOwC tlASS DOOR (LY.L)�� p4FAR000 CORPORATION ':U¢Ns 5�9'-f LOLI LIE cWEaLL pESapx ENDINEEflsb PRODUCT DEVELOPMENT x mn19 xo clwwE n.s sxm CGI Windows and Doors, Inc. 03eo suluser DRrvE, sunE UD 9Y N 11.99.0 x0 CI4N4E 1p5 96E1 10100 N.W. 25TH STREET MIAML FLARIDA 331'13 (0.A.N. 959BJ N Er. o ox.91.1e xo CYAVCE Ex¢s1¢D MIAMI, FL. 33172 r.L (9CSE]86EI1o9 F0.0 E9osE zeas9Ts TEL (505) 393-6590 FM. M51 M-939f SCANNED BY APR 0 8 2019 MIMI®BADE St.LUCIi300011tit MIAMI-DADS COUNTY ST. Lucie County, Permitti DUCT 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.2ov/economy �T cv]_a__._ __A T__ ir 10100 NW 25'h Street .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 Velocitv Hurricane Zone. 11JESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Countv Product Control Section. I1V11SSILE IWACT HATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0420.08 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. CO �gYUE® FOR OMPLIANCE ST. LUCIE COUNTY NOA No.18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29. 2018 Page 1 ROCC CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, 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) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5'h Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuef Peru, P Product Control Exa i r NOA No.18-012 .08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-1 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. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC Vh Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuel rez, P.E. Product Contro x iner NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by AI-Farooq Corporation, signed, sealed by Javad Abroad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6'h Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion —L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez, P E. Product Control a ' er NOA No. 18- 29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 rUQ0- n 325 2000 L Ix .332 IN\4 Sx = .332 IN\3 1X2 MULLION 6053-T6 F 2JN0 3' a. Lil� , L,00—d AIII< L m Ix = .9502 IN\4 SIB a 1.4681 u\3 IS - 2.WT4 IN\4 SI = 1.0187 N\3 2X4 MULLION 6063-T6 U - 8.2757 W\4 Sx = 2.7566 IN\3 'W' DIMENSION MULLION 'W' -IN. 2' 1.688 }• 2.688 /' 3.688 6• 5.688 .T15 1.8T5 ,u5 MULLION CUP FOR 1BY TUBES CGI-383 6063-T6 MULLION CLIP FOR 2BY TUBES 2X6 MULLION MI-395 EG63-TES 1 w63-T6 6400 ��Z000� MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASIENERS SIZES AND SPACING INSTRUCTIONS: USE CHAIRS AND GRAPHS AS FOLLCWS MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES. MIS PRODUCT HAS BEEN DESIGNED AND 16TED TO COUPLY WITH ME RE JVIENENIS OF THE 2017 (61H DIMON) FLORIOA BNLODJC CODE INCLUDING HIGH VFLOLBY HURRICNJE ZONE HMI . ALL GIAZWG PRODUCTS USED WRH THESE MUWONS MUST MEET THE APPUGI3I.E BUILDING CODE REOUIREMENIS I.E WIND IDN. WATER WMIRARON. FORCED ENTRY RESISTANCE, SAFECUAR➢S ETC. ter OR GUY WOOD BUCKS $ BULK FMSITNERS BY OTHERS. MUST BE DESIGNED AND INSGLLED ADEQUATELY W TRANSFER APPLIED PRODUCT LOPDS TO ME BUILDING SIRUCNRE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETALS MO INSTALLED PER MANUFS INSTRVCRONS. SPECIFlED EMOMMEM TO BASE MATERft SHALL BE BENING WALL DRESSING OR SUCCO. A LOAD DVRARON INOREMSE 6 USED IN DESIGN OF ANCHORS INTO WOOD OM ALL SHIMS M 9E HIGH WPALI, NON-METALC AND NON-COMPRESSIRI£. MATERIALS INCLUOING BUT NOT UNTRIED TO STEM/METAL SCREWS. TWIT COME INTO CONTACT WITH OTHER DISSIWLGR MATERMLS SWNL MEET ME REOUIREMD(IS OF THE 2017 FLORIDA BIDS. CODE $ ADOPIED SIANDARDS MIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE MFORMATION FOR A SIIE SPFARC PROJECT, La. LIFE SAFETY OF MG PRODUCT. ADEQUACY OF SfRUCNRE RECEMNG MS FROMM AND SEALING AROUND OPEMNG FOR WRIER WFILTRATION RESSTANCE ETC. CONDMONS NOT SHOWN IN THIS DM'MNG ARE TO BE ANAL SEPARATELY, .0 M BE REVIEWTD BY BUDDING OFFlGAL STEP 1 DETERWNE DESIGN LOAD REOWREO PER ABBE T FOR PARTICULAR OPEWNG. PROW)OTRD'VISFD d PJ % P STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEERINC aaMNym3viNtb FSvida �8, STEP 3 AHpVEUSE�UNO RNNECDOEOUTREMENTS.N AS PER PRODUCE R'`OO�Pm°<^T'b IS•Of Z` T] 9 O MINGwGRAPHS ON SHEET 2 SELECT MUWON SIZE WITH 6y LN4 •o `'D �•1 J GIIi1'' 51� 4 DESIIN PRAIN�GOVME RE IiNN DESIGN IOPD SPECIFlED M�vni aec PmdunC OF USING ANCHOR HYPES ON SHEEIS 4 $ 5. AND ANCHOR GRAPHS (` 0�•' G%F SEEP 5 ON SHEETS. 3 $ Yt. SELECT ANCHOR WPE WITH DESIGN RAONC yy��L MORE THAN THE DESIGN LOWS SPECIRED RJ STEP 1 MOVE AAYIA�� ALt`13\� ` O IJ IN I X 2 X 1/8- MULLION 1 1 X 3 X 1/8' MULLION 1 X 4 X 1/8- MUWON m11• N IL a q m Z z h@3 F z d i i f �rr5ootio Do. IVEMMUM W1 m to n11 N ♦�� V ml I Q pa0 9I i $kilmizom 16- MEMO ME PSOE PECfIlIQMN SWVE N O z EIMM RN B y m [zf HORQOMK YUWON LL n D 0 0 as OIm 9 vr O.,30 25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 IS 55 65 75 85 uuWON SPAN TNBUTARY WNM - INCHES TRIBUTARY WNIM - [NCNB TWBUTAM WIDM -INCHES 2 X 4 X 1/8- MULLION 2 X 6 X 1/8- MILLION TYPICAL MULLION ARRANGEMEMS I.« I. LL a t I 2 � Cosa 1111EMM ME O o W yyA C E S R a u 3 y3y3E MEMMUM gS��Ba MENEMI "4 ME NDTE MILLIONS RATED IN THESE CHARTS MAY BE ORIENTED Parvee� c VERTICALLY OR HORIZONTALLY. - ^ � e £ (INiERPOfAnON BETWEEN WIDTHS ALLOWED) .. `lilllull"L,Z' o pD AH 7 PRODUCT REVISED _ . L. i uwdYfim viW dm Flmf+ a"mry Nu 18-or24.o8 =ro AN 201B � o drawing .. ' D:' " .G�; 25 35 15 55 65 75 85 1RIBUPRT mmx - INCHES 25 35 45 55 65 75 TRIBUMART WIDIH - INCHES 65 B'� We PmeunC :� ,p_.. ;` MULLIONS M95-13A /,/Oj IIIAI ILiI sheet 2of 5 zo 10 VER11K YUIUJN cuzwc cuzlxc 3 Pfl000Ci PRODUCT "G4LNG P�OUCI 3 GLAZING GAZING PROOUtt PROWtt 20 10 00 90 Be 70 60 50 40 l0 2 ANCHORS TYPE 'A' 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 2 ■■■■■■ , .■■■■■■ MEMEM■ , - ■■■■■■ _ ►fir\■■■■ 1%,61, ` ='. .. . , 11K, 1�\\\,` 2 ANCHORS TYPE 'BH' 130 20 110 100 a 90 I 80 N 70 0 60 50 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES aP A om Nrnnv1. MULLION 4 NG GVSING PRODUCT PRODUCT W10Ofl5 Ti O yD N O WI WY 2 odDO PNTQLOW& MI N L1ID N1CH0(6 N✓f1D.S5 TO BE IxYR® INSIDE RERWIG SWPE Q X W Z G Q IL iW+ _D CULNo PRODUCT ` NILHOR ETNL /1 G421NG GVSING PROWCT PflODUCT MUWON SPPN I .,DDR Q�mf� 0 CU � � c 3 .CHORS ? OD w n TYPICAL MULLION ARRANGEMENTS z ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE 'R' ANCHORS APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'RH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS 'BF' ANCHORS APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS 'C' ANCHORS APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES 25 35 45 55 65 75 85 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES YE: ANANCHOR LOAD CHARTS ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMS ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. `Z ANCHORS AT MULLION ENDS (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 2nte' CN 130. 4 ANCHORS TYPE 'A' 130 4 ANCHORS TYPE 'B' 130 4 ANCHORS TYPE 'SH' �Cul �U 120 5 120 120 Z e m 50-3 8' 3B- /8' uuUpx 0 � m 110 4- 4' 110 110 MU IN 5B' PRODUCT PRODUM m Q p m y e 100 9fi 100 100 d d WqIs W ,yI 50-5 8 muU SPAN 690 10 690 a90 1 �Vcn I I 6, J 1/ 1 NIGWIS 99 Wt W2 O a m 080 1 0 � d 80 6 m m HOMONT& uaUON Q d dI V JD V OB 63 cCUP ANCHORS pRCxR TO BE wSCRIBFO �• 2 IfiQ Q JO 1i O %0 14- \ INSIDE RELTANCUVA SNWE L6 Z 0 o 13 ' 0 PPN \\\\\r 60 60 60 Q m zou 84 0 50 50 50 � 0 i 40 40 40 � c S 30 _ o 30 30 25 35 45 55 85 75 65 25 35 45 55 65 75 85 25 35 45 55 65 75 85 O ri TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES I MUWON SPAN I 'E 0. c C� 4 ANCHORS TYPE 'BF' 4 ANCHORS TYPE 'C' o 130 13a TYPICAL MULLION ARRANGEMENTS 50 5/B' 120 120 e' WIDTH (W) = w1 2 wz 63, 110 110 - c0 05 f00 1W APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ;^ 1/4 OR THRU 113Y WOOD BUCKS INTO CONCRETE d90 so- /6' 190 ANCHORS 'R' APPLICABLE TO ANCHORS INTO CONCRETE 0 80 0 80 0 R ANCHORS 'BH' z 6J z 12 APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS _ F J0 n J0 OR THRU 1BY WOOD BUCKS INTO BLOCKS g o p 3 M N J4-1 ANCHORS 'BF 60 96 60 APPUCABLE TO ANCHORS DIRECTLY TO GROUT RLLED BLOCKS ea OR THRU IBY WOOD BUCKS INTO BLOCKS 10 50 ANCHORS 'C' 50 _ t 5 APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES 40 40 '\^\\I All, 30 30 JP�./ 25 TRIBUTARY WIDTHS- INCHES JS 85 25 35 TRIBUTARY WIDTHS65 - INCHES JS BS - T ,= 65 PROWCT RBVISFD ' rn!WYirylWWlb Florida - - u �` BuiIdmB Cade =*' 1 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVEN ANCHOR LOAD CHARTS EKE'li'. 'o .a --o .Jr, 2QP8 Nm Dx LOCATIONS AT HEAD, SILL OR JAMB ENDS. OF drawing no. By ON: FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. Mi.n' m.Wt .' �11 1 G. M95-13A 4 ANCHORS AT MULLION ENDS 1,,,/o7dq� ,. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) Irlll111 \\\\ shee13.1af 5 clAZlxc -' PRooucr i Ax41GR ETAL jt 3 GYBING GYBING CW PPOOUR PROCUCI ANCNCPS I vc � T I I I NI •I sl zl I \� I I I I nN CN v0 a N a m 4____________J w E I MIN. z mm [§i' d. � A yOm bOO I CA L \ J J• MIN. § a NO N m c F A N 9 VI yA 2 9 Fn P'AI 2.000MIx. I m•SK5gmMF. LF---�- c p9 y p 2• MIN. O 0 CN D Nl Eli e Fcl 9 E �$ N 0 m i c F iedes Clipped, Extruded Aluminum Tube Mulicn-IMI�� AL-FAROOQ CORPORATION ENOIN A, PRODUO DWEIAPMENT 93E0 SUNSET DRIVE, SURE== p CGI Windows and DOOR, IRC. 10100 N.W. 25TH $TREE( MIAMI.F RIDA33173 (CA.N. 3530) C MIAMI, FL. 33172 1 (305) 593-6590 FA, (305) 59J-6592 M�taws)2eae300 iAfi.ta06)2.I MUWON M95-1JA F I I I 1 1 I 65 1 I I I e 1� • 8 c 4_ _______ i I I 1 pp s 1 I I I 1 I 1 I 1 t/4 j II I II II II II o�11 • 'l!I a .4 e - '.a I' �� ] MIN. �s S A�: 2 po ee mN^ 91 I I oEm I 0 omF UZj I—R 2- MIN. O 3; 0 CK T C NL C O CZ n Z G C TOE ]'6YW. • g N R s Ilk R p E a� N------------------ 1 z I I 1 I li I 0 ",1\a ITI}IIIxFx /''' . 1 . ... GS •. I .. I , , ���' .d 'n 3.000 AA F G� O :,•J = MIN. ;[ _Y:0 > c � 3.000 emc ��_ navlslPns: o O xs-c5 OSenea Clipped, EIIWded Numinum Tube M9W9n-lMl O AL-FAROOQ CORPORATION a e O¢ Bsttl 100 ENGINEERS d PRODUCE DEVELOPMEM A !r =M� vx--1• CGI Windows and Doors, Inc. 9360 SUNSET DRIVE SURE=0 f er FMIS 10100 NA 25TH STREET MIAMI• RORIDA 33173 (CA.N. 3636) C a m3�.,s ae•. FDi II.aowons MIAMI, FL 33172 TEL I306)266RiOD FAX I5o6I9exesT9 VI D o cNc ET q py16.IB V .W a '. 2 0O faC TEI- (395) 593-6590 FM. (3051 591-5592 MUWDN M95-114 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 EULV. FOR SPACING TYPE 'A' 1/4' DIA. ULTRACON BY 'ELCO' (F.-IV KS. Fr155 M) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1 /4' DNA- ULTRADON BY 'ELCO' (F-Il M. "155 KSO DIRECTLY INTO CONCRETE 1-1/2- MIN. EMBED INTO CONCRETE TYPE 'BH'- 1 /4" DIA ULTRACON BY 'ELCO' (Fu-tA K51, Fy-155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4' MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4- MIN. EMBED INTO BLOCKS TYPE 'BF'- 1/4' DIA. ULTRACON BY 'ELCO' (F.-IA K51, Fy 155 K 1) DIRECTLY INTO FILLED BLOCKS 1-3/4' MIN. EMBED IWO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'C'- 014 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EKTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (SiEEU IN CONTACT WITH ALUMMUM TO BE FUM OR PAINTER) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS - 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 1/2- MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/DLLED BLOCK AT JAMBS fm - 2000 PSI MIN. z o� „R �W sn zo zoo V Lien ACC6S xOtE p O Q N o 2 OR 4 ANCHORS TYPE 'C' Q fL 0 SEE SHEETS J h 3.1 MEAL STRUMRE O d FOR CAPACHY OR 0 a VIBE NUWON w W•o ---------- '0 3/4 FH SMS CUP AT 1K2 h lb MUWON CUP AT 1ARGER MULLIONS 1/8' THICK ALUM C NNEL / U �r19Y OR 28Y TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCTRBVISm OFOWN19 no. M95-13A