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HomeMy WebLinkAboutNOASCANNED BY St. Lucie County MIAMI•DADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy CGI Windows and Doors, Inc. 10100 NW 25fh Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29117, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAN 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. FI � ��� �� Rxtit � -Fr U—<—IU K+t-L— No. 1 0 MUIMFDAOE COUNTY F�t�u•ation-Bate ember 22, 2020 e iSr. LUC TY UILDING DIY1910N oval Date: December 21, 2017 REVIEW ��•1�L`�ANCE// K14 L Page 1 REVIEWF� �i� a rG/I/!/� `�""rI g PLANS ANYPERMIT MUST BE KE N JOB CONCEALED FASTENERS OR ATTACHMENTS SITE OR NO INSPECTION(S) WI E MADE ARETHERESPONSIBILIIYOFTHE CONTRACTOR OR RECORD 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. 10-0910. 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 7avad 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(V and Super Spacer(I insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04116115, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) Manue P ez, .E. Product Control finer NOA No. 1 - 018.08 ,Expiration Date: September 22, 2020 ,%,,_Approval Date: December21,2017 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM-ITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51b Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-091 S 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 "ButaciteO 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 (AIA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted underprevious NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manue er P.E. Product Contybifidaminer 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. (E.M.I./S.M.I.)", sheets i through 9 of 9, dated 02/02/10, with revision D dated 09/29117, 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 "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Tiosifol® 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 51b Edition (2014), with FBC 61 Edition (2017), and of no financial interest, dated September 14, 2017, issued by AI- 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 Con" E miner NOA No.-1018.08 Expiration Date: September 22, 2029 Approval Date: December 21, 2017 E-3 n 53 ANG 4J M 1/4' VENT WIDTH I ej MUNITNS IcE APPum) m 5 1/2' W. FLANGE, & FIANCE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDO DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHANTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.M./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAW-UADE COUNTY APPROVED WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. TWS PRODUCT HAS BEEN DESIGNED Al81 TES1FD�TO COMPLY WITH THE PEWUIEYFNI6 OF THE 2014 (STH MMN)/2D17 (GTH MORON) FLOW6l BUIIDNO,CCOE INCLUDING HIGH VELOCITY HURMCANE ZONE (KAiZ), MY ON 20Y WOOD BUCKS S BUCK FAST ms BY OTHERS, MUST BE DMIGNED AND WSTAEIM ADBDUATELY 10 TRANSFER APPUED PRODUCT LORDS TO THE maim SOiUCNRE ANCHORS SHALL BE CORROSION REESTANI. SPACED M SHOWN ON DMARS AND INSTkLEO PER MANUFS INSIRUMNS. SPMUTED EMBEDMENT TO BASE MATERILL SH BE BEYOND WALL DRESSING OR SNCCO. A LOAD DUMTON INCREASE 6 USED IN DESIGN OF ANCHORS I= WOOD ONLY. ALL SHIMS TO BE HIGH IMPPCi, NON-METAILC AND NON-COMPRESSTBIE. MATIRMIS INCLUDING TAR NOT UMBRA TO STE[1/NETAL SCREWS, TIMT COME IMO OOMACT WON DINED MSSIM MAImWS SIMLL MEET THE REOUHMSCIS OF THE 2014/2017 FLOROA BERG CODE k ADOPTED SMNDAROS. IRIS PRODUCT APPpOMAL IS CENFIgC AND DOES NOT PROWOE INFORMATON MR A SITE SPECIFIC PROJECT. I.e. ME SAFELY OF THIS PRODUCT, ADEGUMN OF STRUCNRE REC W G THEE PRODUCT AND SFAIING A ND OPENING MR WATER INFILTRATION RESISTANCE. ETC. GONDMONS NOT SHIM W THE OMWMG ARE TO BE ANALYZED SEPNNTELY, AND TO BE RMOMED BY BUILDING OFFICIAL R 52 1/8' UCK NOT 47 1/16' ,U lvu p 50 -I/4' MINT WIDTH EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16' MUNTNS CE APPUm) biypr n lam` A mu'} FALSE • � (SURFACE n O 52 1/8' UCK WIDT 11 lha• u.'U. lvc , 5D 1/4- PENT WIDTH FIN FRAME INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT 1. e 119}� o �Y I Z ERE 3 G 'R �9eq �(a Gott a ulzz LLiFI=x Qbms� rY' _ o yy v 3` ' Ay: drawing no. W10-03 sheet. T o! B �oGcCo Sao N� pA2� H GM �A a 4C�m p mo o E z y 0 �fyt 1ii t�\ g O�bN U Y UN D m N C b x ff ,�o p a x az 6 m HFIGHr •' � S D "•✓�ssEp Cy i o ao POoo� � a - 5.£9'� �B e Have! �"s Z;aa ^s� P ssssss9� • 99' � b b a b b b� ,, . m u 8-1/4 D.LO. RYgP°Gp am n1 yEM a beeb b j Ry `o"RANGE DINS. �Y'ii%� DIP '/{ir .... •" '` BUCK UM. FFR 13 .�`� LENciH (L) �zznnlln+'1 li18'c°e°° �c cD SERIES SENONEL 110 ALUM S.H. WDW. (LM.I./S.bLL) AL-FAROOQ CORPORATIONa r `^'•m'«+A'=+' CGI Windows and Doors, Inc. ENGINEERS uer oEVEtormerrr N b B 09g9.tt LL4T� p pH 2C 9360 5UNSEr ORIVP SUMO 10700 N.W. 25TH STREET MU JI RIOA331%3 o I e,. er c oa.loas 99 oa s >Ivs simt (c..+.x. sssa) `. W,'o 9av9.+> um im 90 zon ra; MIAMI, FL 33172 >a (sosl zGsaAbb NUC(30vj z6asm e59- h lFt (]OS) 59}mso FAX (W5) 593-5592 COMP-ML. W10-03CG �aa wa5"''�aaq�5� g� • a Y ..YPeSW YPus s>TPPSC CP aS�pP Pia CPS S"S5a a5 �Sa dam 3aa •�5�� u W x G U o� Y b� u o b b o � � e •� P P Y e •" e P P P b •° ��� o b e o b e a e o 0 0 o a o a a a o b� a b b b� o c o 0 0 v s��sssssss��aa�aaaasas�sss�sss9� b D b a b b b b b b D o D e a be b b� e seasnae>reaeaegea��aeacgos�oo�>ram o b b b b b b e e b b � w RC aWavnw, 3 O Iv' �D9niq^IFl 14WLiaNPV^6uuH"'m^' �L.9a3Jnoaad .04D av °yvaQ Y �4�4TQT 4 m� w �Q Z s D 'M InM TNYdAO .OL'O l 53ZLS I'V SINIOd ♦/1 IV +n ,) NMD, 4nvVdS WdnS W a0 x3 o, A9 7V3SVNna ao ,lVNwaA, AB l3l a '3S MDYdS 300 l% 966 6NINa0J MOO 669 DNCOO MOO ID Smo o.M3ads LV3H .9/lJ aul 'vaumW Ae,mnN, A9 I 9rW lal!cv,L ,aAnwrvl ,ofia• ao ; vul 'mwwy AwwnN, A9 eowAOuaS ,aAowdul .O6o' fvJ pgwvVO uvwpv3. a9 ccgO ,apJ DW ,ww caavS aAowdul .06o' so ;vO Ivgw940 uvwlcD3, wv0 Ad PR dJ Ma ,-&PY ul .SLO, SmO O,N3aLs WH SmD 'IM1'1 lT'b3,�D .9l/C .9C NVILL WON ry 531I1 No SWIOd 0 li tija 2 S66 669 S q O.WNZ mH .9/1� aul 'wuawy AwwnN, A9 li CV? y101KalL Ho' ; aul .D>paury AwwnN, Ag vwAywS ,inyaryl .aso' .� p>Iwa40 uvwlev3, Fg .m ,qa DW ,vc13 caavS aR0W1vl .060' as nJ IDaIweVJ uvu9cv3, A9 woo Ad " dJ ValdvS aFnYaWI ,SCO' smo a.W3 LV3H ,—dn3d 36 DMLVa (7.,ixo rwq) Smo'MV)'InsNl mro3no .OLO llrZ�55VT3 UZIS TV SMOd Y/l IV +n m ,%dMD, A9 a3DVdS Mdns 63 0 a0 ^ x3wno. a N mm y ao .rm. J. A9 3',ale 'IS a3JVdS 3Ma NS OMNNO MOD ID C 669 OM"00 MOO ri ) O.M3 LV3H .9/t W .Y/L ssrr3 'MW .e/lam aul 'Dq,aury Awwn,. A9 6L,d I>P.cwL �aAq,alvl .Ow No ;>ul 'eDYaury ADimnN• A9 DIDNuaS ,aADpciul .060' ;Ia>IwayJ uvwicv3. A9 ecvlDIs ,qq pW ,valJ aaays ,aFvyvlul .0 NO ;vJ »wa uD a0 I 4J wlc^3, A9 WOO Ad yV&A dO .1N wlul _9LO, S * 'WY (TAPS A rw-i) SmD 'RIl TN13A0 ,91/S 7.—Txa-5m .9C NVILL mom 91I1 NO sdMOd +/L IV +a 966 669 smo 'NMV .9/1— aul 'Dwaury Auw�ryl, A9 9Ad Iv)!cwl u.fDVa1V1 .06y0p' aul 'Dauavry Aao DN, A0 , ,aADYaWj p60• ccew ,qvJ DW ,oqJ 0ca6oS, aFnYaWI ,60' ao I ;vO ID Ad PM uv O d-- A6 vo013d alvl a9 mAW.SLO, 6mo 'NNY z VID do A9d ao1a311C3 Adf o Ol maao M Ciws) TYPICAL ANCHORS FLANGE & FLANGE ADAPTOR FRAME 2 3/5' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2W. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. FOR SPACING `K MIO.-- EI SPACING 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 MIX.. MR SPACING 1/4' DM. TAPCON BY %TW' (Fu-126 KSI. Fy-100 KSG 1/4' DIA ULTRACON BY 'ELCO' (Fu-1n M, 1`1155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THIRD 1BY BUCKS INTO CONC. OR BLCCKS 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) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' TIAN. MIN. (6063-T5 MIN.) STEEL,- 1/8' THK. MIN. (Fy = 36 KSI MIN.) (SIELL IN CONMDT WITH AMMINUM TO BE PIATEU OR PANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MFSONRY - 2' MIN, INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SC - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS V. a 3000 PSI MIN. C-90 HOLLOW/TILLED BLOCK AT JAMBS fm 2000 PSI MAN. PRODUCT RBVISFA P1Yi[µwi151M F'ImMK A\\ // tlu�lJm,rca EqirWun Derc caw . .'T it ;• �. ATE OF amwing no. W10-03 E E � F< I I _ I v I II u ` 4 I 3 E6g E2 z Li I x a v 3 *. IST. r I � � ij` a'.R gSu yz� 9 o gmYo C _ EXTERIOR v� g$z ti7 O A8D `z !p Cl r I1 atv "d \\a ul nryr z C) o a mz o 1.a�1 _r 1•T � �I: �� O l'YJ L_J r111fill 1111\ 96. mvissions: n SERIES SFMINEL 110 PLUM S.H. WDW. (LN.L/S.N.l) AL-FAROOQ CORPOR nm a 't mv.rweaornuu9nsCOI Windowsand Doors, 7c.,o�'r'0 wwa� W?VDNDfe iBt 10100 N.W. 25TH SLREETMUIMIFLORIOA173 CAN33J awc(�'wc..a 17 me MIA9. FL. 33172 1E1 MOM a1EL (=) 593-5590 — (305) COMP-MIL\W10-CJCGI; TfPIGl ANCHORS xm m�RE EQUAL LEG FRAME �y.V leY roR SP=NG - W 00 Bua _ b . � ' 1 TYRGL ANGHORs � � r _____ ________ 'IGE.OIST MR �IdNC aa 11 M4MI-DARE (AUNT' APPRWEO �j Z n p 3 A 3= G E9GE 11 NUUJON k NUWON ANCNORS 11 0 6 DIS. \ a I' ME SFPAWTE NOA F °j . i n 0 'i � � � 11 EGGE GIST. 11 a yy 1 5 1� II LLN�Q V _ _ __ _ C Al NO Et 0: 0 3 ES I Viv ' 0bow NY \ SIX HGRS EE RVI HOB$ Q 6 G 54 MR SPCWG FOR WPo WG y 2 q TYPICV. ANCHORS ]]AAASII SEE EIEVI.SIIAI-OBOE COUNT FOR SPAEINC APPROVID NUWON Q N LL $$ & MUWON ANCHORS 2 3 o NP 1/51mus BUCK Wx)fll SUCK MOTH SEE SEPAMIE NW Q m 6 K mon � O�D ._...._-_._.....__OPMN& TO IAT Sill LOLK AT SILL -— —•30�® - /14 x1' M SNR. rJ ;O N M 1 W 1 s EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD' CONCRETE OR METAL STRUCTURES Epp 1 WITHOUT THE NEED OF A WOOD BUCK. f YJ%e'MIN. S4 1 IT'�1I 1 �LI x ``•`' ^' • I 3 i 2 J/B' 4M. a Y�'$ TNIfIL ANGIORS = N _ o^ E Q Q-' IhMI INECUUCCIUiVISPD FOR SPACCIO oo i m u o 14 • .'VcoadYmS iW Iiv F4vida C1 C \ DNMiox aee ```111u1NIr11A AA _. - Ez `.� F'xpwunlJNe � �•�py���RLyQ � ` n v,. ua TMutt WHEN USED THE MIN. WOOD BUCK Vft .. DEPTH SHALL BE 2i§'. THE USE OF DEEPER OR BEVELED WOODBUCKS ISPERMITTEO.Yg no. W10-03�- roR SPACWG fi'� L sheet 6 .19) TYPICAL ANCHORS SEE BUY. FIN FRAME y. b y =�TME OILS. ONLY FOR SPACING ll� �Y d 1 EXT. OR INT. BN6 m , NOT BY w11/2 pp Z qw% S \ 9 FF \3 fCQ� ipppp� s MOE wPM T]PICAi. A CHO S• sEt EIFV. cow sPAnwc O d o ` e V NOT BY CG 48 SM5 (GRADE 2 CRS) a 2 E1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ma t'm 1-1/2' MIN. PENETRATION INTO WOOD O O CAULpNC a s 0n Mz Odoa 55 QRZjH 1WUaSE N• u Na O J SPTO LOCI( TOEGR El)C :2t) ... FD EGRESS LOCI( — AT SILL 3 S1UCIURE I/4' lUC Bllgt HEIGM I/N' M' NOOD fJP GAP ii v�iFS p I/2' MIN. 1/2' MW. N O [A 6 �rNo TJ i4 ��FF GWLKIIIc 6 U .-. E no 2 4 I MOE WRAP E6 NOT BY CCI R `^ T U Ea EXTERIOR `o_ °2sas s Ma DL OPc. ,•itU�ml[CT RFVISPD 1 _ BACNBm PIYu6 With m]iiJliTf L�IYIYII IIIII, CAULKING 'Iu11vgG& I viurc'um lave an �`��a � VGEN�•.. ; Y . HOUR WPM NOT BY Cp Na.] a� ICimrcat. - 3 °� SO j ,/2• 3 .i .i y f}/�� ':ti l! iATEOF C (y: ''. drawing no. ' � clroRs W10-03 s¢ FOR SPACING A I��AL1„AA sheet 7 of 9 o a �. nHull aa.: ox-ve-+aSERIES SFNRNEL 110 ALOM S.H. WOW. (LM.I./S.M.I.) AL-FAROn�o a e escn ionI�*+n'-+• 06+'ux Nx um am.aas CGI Windows and Doors,Inc. 4N9WUN3ivRDDUDrDEVELCvmEo9. l atMalfaxall lBt 93803UNSETDRNE,SUf1ESYO c wic.m wDwrtaws9¢x10100 N.W. 25TH STREEE mV 4RDRIDA33TF9 (CA.N. 8688) G. MIAMI, FL 33172 mo oes9.n uanvm m zcn rec {eon 3fi9A FYL 18oa12eaeexaO CG (305) 593-6590 FA. (]05) 59}6592 cOMP-ANL WIC-03cu ��+z ctcccs s_cc�sgcc L"13C� 1 1 1 1 T P I I Y l l I l o Ym u � w� �i:�: p a&P8 38� x � � n i s � C t"i .II. � r �$ �cF � a mgggsggaogg5 S� a � � v� � a € g zZg H al G E I 2 sas ,.J15 A,1 �2A03 AI, �I-.B65 1.550 1.600 � 53 6E4� � y Z m�3 y„ 1.015 I 1.015 .050 1.385 p Op�`e y E12 E, E11 IL yG LL FWVGE FRAME HEAD FLUSH FRAME HEAD NAIL FIN ADAPTER 0 eO ^ ,A83 ,.583 TP0e, ,AO] r .745 mm. 1.360 Q' Q ¢ oa°o od�a y„$ W e TY065 P. 3.B]5 1.429 3.D5 1.429 a6v 3.1>5 5 LJ VENT TOP CORNER Q P (----� FF ,.zz0 E4 MEETING RAIL FRAME TOP CORNER s 3 n g „ n AB0 2.505 O z.s0s 1l 1.9Z0 FLANGE FRAME SILL FLUSH FRAME SILL JJ$$� H O o0 w �' .500- -1.301 1.301 O65 ttP. .00 1YP. O65 1.015 ® 53 i m }O N M m TJ 3 2."02.440 --IT z.440 O I _ 3 �` oQ 1.0115 1.015 I- 111 7,t5 u LOCK RAIL FRAME BOTTOM CORNER IVENT BOTTOM CORNER �^ `• -V, 2.193 .J45 P 2048 2A40 W E13 FLANGE FRAME JAMB F3 FLUSH FRAME JAMB 092 O65 ° 2 B e .190 .120� 1.043 ttP. i eY§Y§ .J015 .050 1rp. A81 ' '70� 5 i 06l S2 1.015 EO HAND RAIL w d _8 � � a nu S'o e n O 5/16' GLAZING BEAD O .700' GLAZING BEAD `ADODCI'REVIS® mmmgNn2Whh Bps Eb,Ma dutldiy Gudc 14111 11 1j2 J .4 ` Ewrt�ioolhk )P,.' GEN`� •'• 11 99 g . LN9 TI'�1.195 .293 11 1.025 1.015 1.450 100 Rj.1w� Ua.il C,ofto mm911 �``:� N.]0592 ' f•` .050� O65 .050 LI.413 .065 ! �C a 'dnw'n9 :/ L 'a�,'! •. TEOF ,• Try. no. OO FLUSH FRAME COVER a SCREW COVER LJ SASH RAIL E10 FIANCE ADAPTOR �AL�```` sheet 9 of B SCANNED BY St. Lucie County M IAM FDA�E MIAMI—DARE COUNTY, FLORIDA m PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleeonomv PGT Industries, Inc. 1070 Technology Drive, North Venice, FI.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "770-11P" Aluminum Sliding Glass Doors w I Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD — L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed and sealed by Anthony Lynn Miller, 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 County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its _distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0629.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. FILE COPY The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-0420.13 MIAWDADE COUNTY Expiration Date: March 24, 2020 i12� I I? Approval Date: October 05, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD - L.M.L", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0629.07) 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 Aluminum Sliding Glass Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7825, dated 06/10/2014, signed and sealed by Idalmis Ortega, P. E. (Submitted under previous NOA No.15-0106.08) 3. 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, and TAS 202-94 along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by Martin D. Brinson, P. E. (Submitted under previous NOA No.13-1009.07) L.r Jorge M. Plasencia, P. E. oduct Control Unit Supervisor NOA No. 17-0420.13 Expiration Date: March 24, 2020 Approval Date: October 05, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5998R, dated 12/29/09, revised, signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.I2) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 5998, FTL,6005 and FTL-6012, dated 08/07/09, all signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.12) 6. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and FTL-5254. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6' Edition (2017), prepared by manufacturer, dated 04/18/17 and revised 08/14/17, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Jorge M. Plasencia, P. E. P oduct Control Unit Supervisor NOA No. 17-0420.13 Expiration Date: March 24, 2020 Approval Date: October 05, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No.16-0152 dated 03/09/16 approved by RER. 2. Statement letter of conformance to and complying with FBC 5tn Edition (2014) and FBC 6' Edition (2017), issued by manufacturer, dated 08/14/17, signed and sealed by Anthony Lynn Miller, P. E. 3. Statement letter of no financial interests, issued by manufacturer, dated 04/18/17, signed and sealed by Anthony Lynn Miller, P. E. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. 5. Laboratory compliance letter for Test Report No. FTI�-7825, issued by Fenestration Testing Laboratory, Inc., dated 06110114, signed and sealed by Idahnis Ortega, P. E. (Submitted under previous NOA No.15-0106.08) 6. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 01/13/14, signed by Manny Sanchez, CEO. (Submitted underprevious NOA No.13 I009.07) 7. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E. (Submitted under previous NOA No. 13--1009.07) S. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 13-1009.07J 9. Laboratory compliance letter for Test Reports No.'s FTL-5998, FTL-6005 and FTL,6012, all issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.12) 10. Proposals No.'s 09-0177-A, dated 05/05/09, B, dated 05/27/09 and -C, dated 05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-0826.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.07, issued to PGT Industries, Inc: for their Series "770-HP Aluminum Sliding Glass Doors w / Reinforcements - L.M.I.", approved on 08/04/16 and expiring on 03/24/20. ,,'Jorge NL Plasencia, P. E. Pr uct Control Unit Supervisor NOA No.17-0420.13 Expiration Date: March 24, 2020 Approval Date: October 05, 2017 E-3 GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT DES GN PRESSMEPA WG IMPACTRADNO SEE TgBLE9t Atq OFI RATED FOR LARGEBSMALL 1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET+ MISSILEIMPAGTRESIGTANGE GLASS STRENGTHS: T=TEMPERED HS=HEAT STRENGTHED INTERLAYER TYPES: SG=.000'SENTRYGLAS LJOESISTANDAROSUSED: G4 - 7/1G' LAMINATED: (2) LITES OF 3/16' HS WITH .090' SG INTERLAYER. •2017 FLORIOA BULLOWG CODE LFBD). eIH EomON G4A- 9/16' LAMINATED: (2) LITES OF 114' HS GLASS WITH.O90' SG INTFRLAYER •2814 FLORIOA BURDWG OCOE IFdCI; STH ION GO- V LAMINATED INSULATING GLASS: 3/16'T EXT. CAP +3/8- AIR SPACE +7/16'LAMINATED: 2 LDES OF 3/16' HS GLASS WITH.090°SG INTERLAYER. :AN�F&PAN9 () •ANSMAF4PANSR3N PORWOOD GeA-1°LAMINATED INSULATING GLASS! 1/4'TEXT. CAP +5/16' AIR SPACE +7/16'LAMINATED: (2)LRES OF 3/16' HS GLASS WITH.090'SD INTERLAYER. •uUefINUM DESIGN MANUAL, ADf62m5 2) DESIGN PRESSURES: A. NEGATNE. DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. •A51 SlM12 B. POSRIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. •AISO B8a10 C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3)ANCHORAGE: THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN CF THIS PRODUCT.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, SHEET THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE GENERAL NOTES.............I DETAILS SEE SHEETS 44i. ELEVATIONS ......... ........... .2 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS. AS APPLICABLE GLAZING DETAILS. .... .......3 5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. ANCHORAGE ........ ....... .„...4-6 6) REFERENCES: TEST REPORTS FTL-5998, FTL-6005, FTL-7468, FTL-6012 B FTL-7825. DESIGN PRESSURES ....... 4 ELOO ULTRACON, CRETEFLEX AND AGGREGATOR NOBS,ANSI/AFBPA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL ELEVATIONS .....................7 7) TH IS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORDA BUILDING CODE, INCLUDING THE HIGH VELOCITY CONFIGURATIONS ........ ...7 HURRICANE ZONE (HVRZ). VERT. SECTIONS..............8 8) COOR SIMSNFIGURATIONS: MUST BE VERIFIED FOR COMPLIANCE WITH TRACK$BY9 FT.Q081HIGHTS WITH MXIMUMF T, RIDA NOMINAL WIDE CODE AS APPLICABLE. MAXIM PARR. SECLIST ..NS......_....9 8)CONFIGURATIONS: STRAIGHT DOORS -MAXIMUM 2TRACKS BY9 FT.(t08'HIGH WITH MAXIMUM4FT.NOMINAL WIDE DOOR PANELS, MAXIMUM4 PANELS. SEE PARTS LIST.......................g EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 & 7. EXTRUSIONS ..... ....... ...... 10 D.LO. WIDTH= NOM. PANEL WIDTH-7' D.L.O. HEIGHT - DOOR UNIT HEIGHT-10.125' PANEL HEIGHT= DOOR UNIT HEIGHT -1.800' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5E: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-0ADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112' THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILI IY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK. NON-METALLIC GROUT, MAX 1/4' THICK 8 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30k FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE A: Almeer Gm.y AMMrT1'M Frame Mamear Guedrab Mtn. Fdp. Blabnw Mln o.c. tlahw Gln. B„�am•mw Mehl mid . A 9121E SM9, F.•fi01v1, F/85k.1 612410 SO SMS. Fr•W b1, F� tID 41 All SaNM111 PFa MO. 0M) B/1C LIB' 1.1C BOBYTS Numinum BA' wil ODII' A"Bmel LB- LIB• LLOW GE ]]SMeI SWJ LB• me O.OIS DO W) In' Eko APLnL.' W' FV- 5l kel. P: W k4 All LefCnN 4rvn 2n\.0 1.I1[' r 1.w .I¢mp FlINd W1 . WTM CB01 l 5' P .Nme HORM BMI (MSTM M Y 9' 1.1IP NI SouWm PW(SG• 0.55 1. t• 1&L B M251wIws(W.5) AY Bit" 5G•B-0 a1B W L 1_1.Y Wf nAeminum 12' wr 0.011• Azlosw LB• L1C BOW 9bnI. I YB• G10' 0,d5' 10 W G F: IW ML F.­117 W /JI Cercmm n2.e1 a t• +• 1dlY amp HeIW BW (AEnI CMI r C 1-ur La• Elw uLUGnd F1�131 kaI, F,[•17i krl w FE n 1F]kn 2. e 1.YC 'pmp Bloc (A91M C8swc9n 2.12' 0 a• .kme ail Holl.n.I[ z1. 6• NIA +-va• G Ls•It059 Ek00elaNri Fy�1]1.1 kal F,'1B1lbl Headnb 3.W Wi Farsnto min&m., r a• +N+• amp ONn 1.15 k.1 1• 1.L1• .hmp BIt HeIIwI B10[k Mf 2.1? tr S 1-+la• All SmnIWn PBY SG-Qb 1' 1• 11b' PRODUC��Tn9REVISED BucklinglC04 -IM the Florida Noa�Tp. 17-0420.13 Eapir cnnb tno0312412020 MlmawaHn protlua conlml 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWESTLETTERFOR ALL TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI. MIN FY =33 KSL 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND ,* BEYOND METAL SUBSTRATE. RpPN RN pmnr) mfsm F ..GFAffI mmm 1 ' 10 u Na 66108 IIIIU•• A. LVRN MINER, P.E P.EASBl05 MAX. UNIT MAX. UNIT WIDTH 96; � � WIDTH 145 5/16" MAX. MAX. DOOR B / B / DOOR UNIT UNIT HEIGHT / / HEIGHT 108" 108" 1� x0, Ox, xx B 0xx, xx0, Ox0 PRODUCT REVISED p 1nngR wIN lM1e FIOMu BuiMing otl" NON -No. 77.0420.73 MAX. UNIT CtpnN="md03124m20 WIDTH 191 1/2" TOM1 MAX. DOOR B B UNIT fi e HEIGHT 10F �—----------- 0��//��// M0 OCEN MC C 7' No. 50705 P APPROVED CONFIGURATIONS Lmoppeaoemimruevs 'O�(C • RORIf)M ���� ELEVAPONS '�,,5'yyp •••••ENG��� JR celrweurxmvm SERIES 770 H.P. ALUMINUM SGD-LMI ��� ofNuAiiLuiD u.+uP ALYlN unm PE sOonoNp. NTS 1 1 + 10 1 PGT0009 G PFJ 59105 fiM O6A59'J ax .uiscvnuo-mm U16" HS_ GLASS 3/16- HS GLASS .090" SG SILICONE .090° SG 3116' HIS GLASS 9 RUCNRAL 3H6°HS GLASS' 74 3/8-AIRSPACE 74 POLYISOEI MENE 1l4'NOM. 3/16"TGLASS WIN DESICCANT 7/16'NOM.� 1-NOM. ExT.cuss OKODISPACE 82 4SG TPS 3/6° NOM. 83 3/4" NOM, GLASS GLASS 80 BITE 79 BITE M. Gus3 5 E%rENOR 54 HOTMELT BUM 55 SILICO E 7/16° LAMINATED GLASS TYPES 34 1" LAMINATED INSULATING 3110'NOM. GLASS TYPES G6 FOAM WITH DESICCANT Exr.cuss SUPER SUPER 3116' HIS GLASS 114" HS GLASS SG ,090" INT. GLASS .090° SG 74 3/16° HS GLASS 5116'AIR SPACE 74 PRODUCT REVISED 1/d'IiS GLASS 1/4' T GLASS ALUMINUM complying Me FlaHtla oul uap 9116" NOM. 1"NOM. REINFORLEMFNT NOA-No. 17-0420.13 W. 82 eaptration oats 03/2412020 3/4°NOM. 83 314"NOM. 6UM6 Wt6'NORL By GLASS GLASS DESICCANT MI Pro4aot Goa. 81 BITE 79 BITE wAM DURASEAL® 5 EKT. GLASS 6e pRFFICq pt1EgKH SPACER 54 1" LAMINATED INSULATING 55 INT. GL16S 9/16" LAMINATED GLASS TYPES G4A GLASS TYPES G6A Party Dexrlption Material 56 Kommedm94SG TPS Spacer System 57 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for58 Queries Dumseal Spacer Materials 59 CaNinal hL Edge Spacer GIADNG NOTES: "HS' = HEAT STRENGTHENED T=TEMPERED "SG-=.09W SENTRYGLAS`BY KURARAYAMERICA INC. 6�1r. oFAUTR>kaMo uLmmwnwm STAINLESS STEE 8XLEDGE'" SPACER `"ptulmp,r Exr. tdAss , R}?;• ,. FPS INT. G.ASS 'Jr No. U705 -Jo `r lflr} �O- ST TA ' F •' �C�'��` 1',`SSy ........... GLAZING DETAILS t irr ONAL 1E JG ` ',.``� ALYMIMILLER PE PFsseros SERIES 770 H.P. ALUMINUM SGD - LMI -M sWCaPONv. NTS 9 + 10aati PGT0004 I G TARI F 1- Design Pressure (DP) and Anchor Quantities Required (For all appnwed Cmgguretions, Shee12 and Wass Types, Sheet 3) Dow Unit Height Reftmed Interlocks 1. 84' 90" W' 102- 10B• Haaw4uty Astragal 69-78' DLO 73-7/8• DLO 7478' DLO 87-7/0' DLO 91-7/8' DLO e7-7/8- DLO Hea,-duty Stiles Anchor Gmup Anchw Gmup Anahor Group Altchor Gmup 'Anchor Group Anchor Group A B C D A B C D A B C D A B C D A B C D A B C D Design Pmssm +9a4130 . +904130 +eW--130 *GaLlm +"--130 +W--130 24r• DLO HeadIS19 C5+2 C5+2 C5+2 CS+2 C5+2 C6a2 C5+2 C5+2 CSa2 C6+2 C5+2 CS*2 C5+2 CSa2 C6+2 C5+2 C5+2 C5+2 C5+2 Cba2 0Sa2 C5+2 C5+2 C5+2 Jamb 10 1 8 1 8 1 8 10 1 8 1 8 1 8 10 1 10 1 10 1 10 12 1 10 1 10 1 10 12 1 10 1 10 1 10 14 1 10 10 1 10 Desl'n Pmasum +9N--130 +9w-130 a904.130 +9y130 +101-130 +W-130 DLO HeaNS19 C5+2 C5+2 C5+2 C5+2 CS+2 G5+2 C6+2 CS+2 C6+2 C5+2 C5+2 C5+2 C3+2 06+2 C6+2 06+2 C6+2 C8+2 C6+2 C8+2 06+2 C6+2 C6+2 C0a2 $o Jamb 12 10 e 8 12 10 6 8 12 10 10 10 14 12 10 10 14 12 10 10 18 12 10 1 10 Dss*Pressure +90`130 +90`-130 +9w-1w +SW-130 +98r-130 +9a=130 W. DLO Haawslll C5+2 C5+2 C5+2 05+2 CBa2 C8+2 C5+2 C5+2 C8+2 C5+2 Cea2 C6+2 C7a2 C1+2 C8+2 C8+2 G7+2 C7+2 C7+2 p+2 C7a2 C7a2 C7+2 G]+2 a. Jamb 12 1 10 1 8 1 6 14 1 12 1 e 1 8 14 1 12 1 10 1 10 18 14 to 10 18 1 14 1 10 1 10 18 14 12 10 & Desfgn Pressure +9w--lm +904730 +g0=130 +90-130 +904/30 a90421.4 4Y LD H.wSill C8+2 CB+2 CB+2 CBa2 C6+2 C8+2 CB+2 C6+2 C7a2 C7+2 C8+2 C6+2 C7a2 C7+2 C7a2 C7+2 CH+2 CB+2 C7.2 0T+2 C8+2 C8+2 C7+2 CT+2 Jamb 14 12 8 6 10 12 10 8 18 14 10 1 10 18 1 14l 1 12 1 10 20 1 18 1 12 1 10 20 18 12 10 Das*Pressure +904130 +Sw--130 +90=130 +w-I" +904-118.5 +90=110 46" DLO HeaNSIII Ce+3 CB+3 C6+3 06+3 C7+3 C7+3 C6+3 08+3 CT+3 CA3 C7a3 C7a3 CM3 C0+3 CBaJ C8+3 C8+3 C8+3 C7+3 C7+3 C8+3 C8+3 a C7+2 Jamb 1B 12 10 8 16 14 10 8 18 id 12 t0 20 16 12 10 1 20 1 18 1 12 1 10 1 20 I 18 K12A 10 NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O = EXAMPLE ON SHEET 5 61 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL _ 2. WHEN USING THE 2112-SILL, POSITIVE DP IS 46.67 PSF MAX AND WITH THE 3 1/4• SILL. PUB RIVE PRESSURES IS W.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA ON THIS SHEET. tt3 3.2 la', 3 1/4' AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT HEAVY DUTY ASTRAGAL REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE I MAYBE USED HEAVY DUTY STILES WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 1, 5 S 6 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT 42 fl1 61 66 INFORMATION. s5 S. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 06 01.0. WIDTH = NOM. PANEL WIDTH - T' D.L.O. HEIGHT = DOOR UNIT HEIGHT-10.126' Bt PANEL HEIGHT DOOR UNIT HEIGHT - 1.866' ALL IMFALOCKS TO BE REINFORCED WITH THE #66 HEAVY-DUTY REINFORCEMENT HEAVY-DUTY STILES aEar.OF.1 =MV 4 • 10 1— PO70004 TABLE 1A Sig Height to Max. (+) DP (Water I0tlatlon Ratirg) Sill Poser HeVa (y IXeign Pres,;:, Fsf Flmh-14W sea rote3 Lox-2-1/2` a48.61 Medium-3.1/4' +6p,0 Hgh-4` +9e0 SEE NOTES 1-3 j OHLENGTH l--- OH LENGTH OH RATIO OH OHHEIGHT = HEIGHT w EQUAL TO OR GREATER SEE NOTE 3 PRODUCT REVISED eu1lElnpl6ne lwIM tEo Flodda Now-Naoodd 17-0420.13 P ;AmVan patu0312412020 hLardi-0#fb Product Cone PANEL, 48" z 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES C IN CONCRETE SUBSTRATE ♦2 C7 +2 C7 +2 108' MAX 24- MAX O.C. (ADD ADDITIONAL (20) ANCHORS TOTAL AN IF NEEDED) EACH HEAD&SILL IF NEEDED) 48- NOM. PANEL WIDTH +I Imo— 8' MAX, TYP. SEE CLUSTER DET., SHi.6 INTERLOCK 3.5°MAX ASTRAGAL INTERIOR B°MAX 310 MAX CENTERLINE O.C. CENTERLINE o 2A4° 05 24"MAX.O.C. -- LOCATED FLOW 8° MAX. � CENTER OF PANEL EXTERIOR r� 195Sf16'MAX ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: SEE TABLE A. SHEET 1. 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4: HEAD &BILL ................ 8°MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCKANDASIRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8' FROM CORNER ANCHORS CAN BE INCLUDED), ADDITIONAL ANCHORS 24' MAX ON CENTER. SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL I INTERLOCKS ON SHEET 6. JAMBS ......................... 6' NM. FROM BOTTOM AND 21° MAX O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM iOlo lEc+evaourOwre �"' TABLEONSHEET4. irfl _ ANCHORAGE SPACING&EXAMPLEPI 'ANCHORS PER PANEL' ARE THOSE AT THE HEAD AND SILL BETWEEN CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. 21' (12) MAX O.C. ANCHORS PER JAMB (SEE SHEEP 6FOR CLUSTER O.C. SPACING) 6- MAX I 24°MAX.O.C. i OL.ASTRAGAL cERr. o=wrx>tirone SERfES 770 H.P. ALUMINUM SGD-LMI �LQaOnpxP. NTS 5 + 10 PGT0009 PRODUCT REVISED BullElvg tad 17 t-0420.1.73P N04-Nw 173 Prptouc/n b to �t.y0033�12412020 By L NiamiDpdo Pm uct conwl m *.' No. 5870 ' �TORIDA C ONAL A. PE15=LYfl,P£. P.E958I05 NOTES: TALL DIMENSIONS SHOWN ARE BASED ON INT. ASTRAGAL OR INTERLOCK IM' ASTRAGAL OR INTERLOCK INi' ASTRAGAL OR INTERLOCK MINIMUM ALLOWED. 7- CENTERLINE CENTERLINE CENTERLINE 2. METAL SUBSTRATES SIMILARTO WOOD SUBSTRATES AS SHOWN. 'DIAGONAL, O.C. DIMENSION IS 4.051- IN THE HEAD & SILL, 6- IN THE JAMB. ' yIW0p0 BUCK TYP., 3.5' 3.5' 4.051' 3'S7 3.5' 2.04- 7' 1.75- r 3.S 3.5' 1.75 7' 2,04' 4.051, 2.04- EDGE OIST., SEEANCHOR NOTE - T$ SE TABLE 3, SHEETII SHEET 1rZI 4.051' 3.5' 4.051- + 3.5' - 7' f T 1 9_T Ar.K ARTPArAl /INTERN INM 9SRAr:K A.R"ARAI IINIFRI Of.K 9ARA11.9 ARTRABAI /INTERN CCK EXT, I _ EMBED., SEE 5ANCHOR CLUSTER-05 6ANCHOR CLUST L TABLEA SHEET 1 lAAX. 'I— ry EMBED., SEE TABLE A, SHEET 1� SHIM II 1/4-MAX. SHIM EDGE DIST., WOOD ANCHOR TYP., SEE IXWOOD SEE TABLE ANCHOR NOTE 2, SHEET I BUCK TYP. ,±� SHEET DETAIL A, 2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR WOOD INSTALLATION NOTE 3.5HEET7 CONCRETE 'C12-1716'• ANCHOR TYP..�'•'� EDGE DIST., SEE ANCHOR SEETABLEA 2-1116" NOTE 1, SHEET 1 �; SHEET 1 ��;�oucRETE EXT. EMBED.. SEE IXT' DETAIL D. 2-TRACK FRAME JAMB SEE TABLE A rL TABLEA,SHEETI CONCRETE INSTALLATION SHEETI 1/4'MAX 2XWOOD BUCK TYP., SEE Ix WOOD SHIM ANCHOR NOTE 3, SHEET I BUCKTYP., L'.. WOGD ANCHOR TYP..SEE SEEANCHOR Fes. ANCHOR NC 2SHEET INTERIOR NOTE 3, SHEET i DETAIL BTK FRAME H�VERT. SECTIONS) MAX WOOD INSTALLATION EA1BE0., SEE TABLE A SHEET 1 SHIM 5.84' 2.06' 6' PRODUCT REVISED mPlyln Br�IN Ne garl4a EMBED., euu`a°mg CeU SEE NDA n.g. 17.0420.13 TABLE A. Explmuav Gab 03/2412020 SHEETI By ' Miam a roue ovbo WOOD ANCHOR TYR. SEE I EDGE DIST., LCONCRETE ANCHOR TYP., ANCHOR NOTE 2, SHEET I 114'MAX. SHIM —'-I IFS SEETABLEA SEE ANCHOR NOTE 1, SHEET i I SHEET 1 DETAIL F.2-TRACK FRAME MEAD 2x WOOD BUCK TVP., SEE CONCRETE INSTALLATION 114" MAX. ANCHOR NOTE 3, SHEET (SEE ANCHOR EMBED., SEE 1/4'MAX, 2-1/16" NOTES, SHEET I) TABLE A. SH ANCHOR 2 1/16"' NOTE S, SHEET i) GROUT CONCRETE E)CT. TYP.,SEEANCHOR - EXT. NOTE 2, SHEET 1 1111PU n///r / `� Q.O........... 41 ' 1' _ _ . 2x WOOD BUCK TYP., SEE .: ENBED_ SEE 1 ` 2-1l16"` EDGE DIST., EXT. ANCHOR NOTE 3,SHEET7 TABLEA SHEETI UCENSF'`�Y!' L • 10 SEE TABLE DETAILE 2-TRACKFRAME JAMB I CONCRETE ANCHOR TVP.,• LEDGE DIST. ` No. 58705 .P C _�' SHEETI DETAIL C. 2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE I, SHEETI �I WOOD INSTALLATION DETAIL G. 2-TRACK FRAME SILL pEgHE�ETL7 = #'- CONCRETE INSTALLATION gF EFU ,AO,D._ sTA mm IMF NyE atI,27y ANCHORAGE, EXAMPLE CLUSTERS IyHJ14X1L00 �"T OPA1""LKLZ SERIES 770 HP. ALUMINUM SGD-LMIT. nn01 u+ otD3/n o cNvycEDJ4M6 ocroe• a�YKat A^Axa` a ALVMI NLLIFR P.E. muf yK �Sqg N/a �rua,✓�K 4DngRP. NTS 6 • 10 PGT0001 G P.Ex541M PANEL LETTER I- K SNGE OCKSl4E MTERLOG( ,MIX SMG E LOCK6TKE N D LOC 6T4E S!A'GIE NIERLOCK ,V!e a LTTI� SMGIE WIFFIDCK LSWOlE AGiFAGAL WIERLOCK . OLR P=r LR ASTRAGAL "GIB MTEALOCK (eoAvu,t0 OUT Itl ASTRAGAL _� SINGLE M !NT£RLOCK P11'01/D C SNG E ASTPACA INTERLOCK W P¢YM SINGLE F D P INTERLOCK LOGK3I/LE FpED SMG E R LOCK80LE MTFRLCCK T ASRUGAt^'E= FLYER GwwG Olt ❑ LOCKBiILE T ASTwGA OCKSR E 77 (UUM S FOLD ASTRAGAL LOfX57lLE CUT S FLYEO ❑ A9IRAGA LO T!!E NOTE: REINFORCEMENT (ITEM #66) REQUIRED AT ALL INTERLOCKS. 4 INTERIOR n(ALLPANELTYPES) v EXTERIOR RLO. WIDTH = NOM. PANEL WIDTH- 7• OLO. HEIGFIT =DOOR UNIT HEIGHT - 10. 12Y PANEL HEIGHT = DOOR UNIT HEIGHT-1.806" JAMB DETAIL W OR'L'. NOTE: BHT.8 &ANCHOR 1. MAXIMUM NOMINAL DETAILS'D'&-F. SHT.6 INTERLOCK DETAIL'S, PANEL WIDTH FORALL SHE PANELCONFIGURATIONS EQUALS 48" ASTRAGAL DETAIL'M', SHT. B HEADER DETAILI, SHT.8 EXTERIOR g ANCHOR DETAILS'A','B' &'F, SHT. 6 7 191 12'MAX. UNIT WIDTH 41" MAX. NOMINAL D.LO. PANEL WIDTH I I I WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE IT 'L' 'D' 'F' SEE REINF. NOTE REINF. 3 9778'1MAX HT. O.LO.DDOOIR Y TYP. TYR 1 SEE FRAME &I OXXO (2 TRACK) SILL DETAIL TF, SHT.8 & PANEL CORNER ANCHOR DETAILS'C' & JJJ CONSTRUCTION 'G', SHT.6 DETAILS BELOW SILICONE BY OTHERS #8X1" PH SMS #10 X 1.60' PH SMS PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: 1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH = 48'. SEE SHT.8 FOR SECTION DETAILS AND SHTS. 46 FOR ANCHORAGE DETAILS. 2. MAX DLO WIDTH=41•; MAX. DLO HEIGHT= 97 Till', MAX PANEL HEIGHT=16618'. 3, (1) LOCK (ITEMS 76 & 107-110)AT EACH LOCKSTILE. LOCKING INTO KEEPER (ITEM 103)AT FRAME JAMB OR ASTRAGAL C .OFAUM./YJZB 7 n 10 1 P670004 PRODUCT REVISED BUYEpI nod9 with D,n Fl.rida Ing C. Non++. 17-0420.13 P.'pim6o.o t.. 0033/2412020. PYJ��� MIamF-0�Eroduct Control * N. 667m ALL REINFORCED INTERLOCK OETAIL V z 2 65 62 61 IT 6J DETAIL M' SCREEN AT HEAD (2-TRACK SHOWN) PART ILLUSTRATIONS (SEE SHEET S FOR FOR INSTALLATION DETAILS) 'LIP UI'I IUWLL GUY R0100 WIRETAINER0123 DETAIL If (FIXED PANEL) DETAIL'O'SCREEN AlPRIORIMERIOR� ,. ATSILL (ALL VERT. SECTIONS) pETAIL'P'SCREEN (2-TRACK SHOWN) AT JAMB (2-TRACKSHOWN) SILL RISERS OPTIONS (SEE D.P. LIMIT TABLE 1A, SHEET 2J SEE SHEET 6 FOR FOR INSTALLATION DETAILS) a.oss EXT. I EXT. 21 ]5' EXT. �6 EXT, 1a lser FLUSH BOX SILL RISER LOW BOXSILL RISER MEDIUM BOX SILL RISER HIGHBOXSILLWSER (NOT VALID FOR WATER (2-117) (3-1/4') (4') INFILTRATION RESISTANCE) lZ zz z5 �{ e 4.566' EXT. EXT. zb65, EXT. J.J56' EXT. FLUSH FLAT SILL RISER LOW FLATSILL RISER MEDIUM FIATSILL—RISER HIGH FIAT SILL RISER (NOT VALID FOR WATER (2-1)2') (3-U4') (4') INFILTRATION RESISTANCE) c .. cfa mm MAX low We WOR UHR MAX. HEIGHT aD WR 8 + 10 4 INTERIOR (ALL HORI2. SECTIONS) v EXTERIOR DETAILP ASTRAGAL DETAIL M' PRODUCT REVISED Ing vON 1Ha Rod" eadi. p�oao R0A-Ho. 17-0420.13 Eapinilon 0aWC3/24/2020 mmm uct Mro * No, 6s?o5 _ �. a Hem DWA # IPGT# Description 1 17308 1617306 2-TRACK HEAD 2 17303 ( s17303 2-TRACK HEAD WITH SCREEN RAIL 5 17314 'Gln14 FRAME SCREW COVER 6 IT317 '617317 FRAME HEAD/AMB ADDO.N 7 17304 617304 &-TRACK SILL' 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 11 17313 617313 FRAME SILL TRACK INSERT 14 17305 61T305 2-TRACKAMB 15 17302 1 61730P 2-TRACK IAMB WITH SCREEN RAIL 18 I= 617322 SILL RISER 19 17319 617319 SLLLRSER-HOLLOW 20 17321 6fl321 SILL RISER -LOW FIAT 21 1T318 617316 SILL RISER -LOW HOLLOW T2 17M 617355 SILLRSER-MEDFLAT 23 1i354 617354 SDLRSER-MEDHOUDW 24 17320 61T340 SBLRISER-HIGHHOLLOW 25 17323 61T32T SUL RISER - HIGH FLAT ITEMS 4053 ARE SCREEN PARTS: 40 4319 6122% JSCREEN SIDE PALL -LOCKSTLE 41 7LOCKWGSK SCREEN LOOKSET 42 /1616 SCREEN KEEPER SPACER SET 49 81W E0152 SCREENINTERLOCK ADAPTER 44 442E 64420 ISCREEN DOUBLE INTERLOCK 45 4317 0122% SCREEN TOP RA4. 48 4318 61229 SCREEN BOTTOM RAIL 47 S% 7SRAZ STANDARD ROLLER 48 60 7SRAX STANDARD ROLLER-ST. SR. 49 4344 E4344 SCREEN ASTRAGAL % 17349 617349 OXO SCREENASTRAGALAMPIER 51 1692 61692 SCREENSPUNII-.16S 52 1694 016R SCREENSPUNE- 15P 53 61816C20 SCREEN CLOTH 51 1725 V2'X4'X1/I6'SEFNNGBLOCK % 172E 11'X4'%1/10'SETONO BIACH at 17=6 6173M PANEL $T2E (HEAVY OIITY) 62 17327 6173V INTERLOCKADAPTOR 03 1225 SIP246 VINYL BULB WSTP.- THIN (INSIDE N'TERLCCK) 84 17" 71729 SU. END WEATHERSTRIP PAD 95 17328 6173M INTERLOCK SCREW COVER % 1734E 61734E INTERLOCK AURA REINE(PANEL -P) Hem DWO.# PGTO Description he IM9 617339 HEAVY OUP/ ASTRAGAL 69 17324 617324 TOP 6 BOTTOM R&L 70 179% 417350 WEATHERSTRP E#ENSION(HWECTION MOLDED) 71 1E95 71695 1-10 X P X3'4- HIGH FIN SEAL OUST PINGS T2 81% 73153X TANDEM ST. STL ROLLERASSY. m elm 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW4 R, DOW-MS0R GE-7700 75 6185 781B5X GEMIM MORTICE 3-PLY DUAL LOCK WILDING TRIM PLATE 76 710ffi(IFPFX 41052 X 1' FL. S.S. SCREW W/TYPE 'F'TP 77 71o3236 I0. STEEL ZINC IINUT 79 17370 6173S7 I- IG BEAD 60 17MB alma 7116-BEAD /FDED PANEL CLIP at 17NO 61-1360 Wis. DEAD 62 1224 6TP247K VNYL BULB WEATHERBTRP B3 61745 1745 LOWE NO. 12 Xt/tE SGL SIDEA@L TAPE, POLYERL 1W BD52 48052 ROLLER ADZ, HOLE FROG rill 72W7 AMB BUMPER Im 1696 7169E DUSTPLUG Im else 7816M P KEEPER 104 s53 7SDKEEP SCREEN LOCI( KEEPER 105 17X 617W FIXED PANEL CUP -W LONG 1D8 17345 617345 EXTERIOR FIXED PANEL RETAINER -9'16' 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 1% 1740 71740 HANDLE M- RASED EXTERIOR HANDLE Im 1731 76162SN HANDLE NR-RECESSEDINFEROR WITH THUMB TURN 110 1T32 76176 HANDLE KIT- RECESSED EXIEF00R PULL III 710X34PPSCAX #10 X3'4' PH. PH. TEK -S.S. 112 123E (IS16 WSTP,.270'X.17V-FHSEAL 113 1712 640% Aar X ml' FNSEM. 114 TIOX116PPX N10X1-If 115 710XPPT #10X1' 116 720X1X #14.20X1'S.S. 117 720Xt 12' #14 0X1-1125.5. 123 17352 617352 FOED PANEL RETAINER, Ile' NOTES: 1) ALL ALUMINUM = 6063-T6 - 2) ITEMS # 3, 4, 9-10, 12,13, 16,17, 2639, 60, 67, 78, 84-99 811E-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. rmr. �Almt424a4 9 s 10 PRODUCT REVISED Pa comp myy with tho Florida DPIidLP9 otln NeA-Nc. 17-0420.13 eaphauon Data 00312412020 BY /y MIan0.O4,16 Product control 3H * : No. %70s r T. P.E. 1.303' 050' . � 7050° .1.03' �0�]571.36' 0.D6250,-I F0.718• 1� .6Y 0.fi02� 0.325 U0005 2�2IXED PANEL INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD /16' GLAZING BEAD 19/169 GLAZING BFAD (1' LO.1 FIXED PANEL CLIP I (65) MATL: 6063-T6 (5)MATL 6063-T6 (g0)MATL: 6063-TB (87)MAT1 eoB Tg (79)MATL: 6003.TB (105)MATL'6063-T6 0.081" 4.12S' 0.198' 4.49' 0.062' O.OBD' 1.182' 7.BB8' 0.08Y 1.304" 1211' 1.505' LI 5.069' 0.081" F- 1.739" V-.- 8 25" 2-TRACK HEAD W/SCREEN TRACK 0 K SILL 23p• (7) MATLC 063-TU INTERLOCK ADAPTER TOP/BOTTOM BOTTOM RAIL (2) MATL' 600-T8 (89)MAT1: 083T8 3.978' (62)MAT: 6083-T6 P� q• 1.48T 6221 0.075- FILS +I� 1.W5' 2-TRAC606aB 1.845' FLUSH FLAT SILLRISER (14)MATL: 6083-TB 0.133' 16' (18)MATL 6063-W 1.872" 0.080" TRACK SILLWI SCREEN TRACK F•--- 3.125' 0.281' � 01 (8)MAT'L: 6063-T8 HEAW DUTY STILE HEAW DUTY ASTRAGAL _ '_'t{�a�d 7.01 B• 0.8 3° j� 75 (61) MATL' 6083-T6 (88) MATL' 063-TB 0.062' � jylul'II"'Ir{I---'I+jIff- 5.069• �j 1,gr�qSCREEN STBE( 0.75T 0.]09' 0.70' (401 MATL 6063-T6 0,080• 0.080' I-Tf 1045- 0.080'1.0.D80"_ .254- r SILLTRACK 0.863 1�- OSS 1.993' (71)MATL•063-T6 FIXED PANEL FIXED PANEL _Ogt-0.062' RETAINER 7/8' RETAINER 9/76' 2-TRACK HEAD 020' L �-•--0.8Y5° (123)MATL 6063-T6 (106)MATL:6063-T6 (1 MAT.:063-T6 REINFORCEMENT SCREEN TOPRAIL �- 0.760' 68 MA L: fi068- 8 (45) MATL' 8063-T6 Z 0.232' +I �. 0,750'( At�ELLENGTH-9') 0.062' )62' 0.082' SCREEN BTM. RAIL O'23Y D.2az• 0.082' D.906' 3.955" 4.055' 3.305' 3.2115' 2.455' 2.555. 0,062" -L=��7 0.082 �1 O.Ofi2' �i 0.062- - I- NIGHBOXSILLRISER MEDIUM BOX SILL RISER LOW BOX SILLRISER FLUSH BOXSILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH RAT SILL RISER (24)MATL: 6063-T6 (23)MATL 063-T6 (21)MATL: 6063-TB (19)MAT'L: fi063-T8 (2U)MATL: 6083-Tg (221 MATL: 6063-TB 5 MATL: 8063-Tfi t ..WAU7HR 10 a 10 1 PGT0004 L36° 0.081" 6.198, 2-TRACKJAMB W/' SCREEN TRACK (15) MATL: 6063-T6 PRODUCT REVISED Bcomp wM t6n n64a ull . 17 NOA-MoInP fl .0420.13 Eapha"on DalcO3242020 Dy / /�- M7amL4 W uct control * . No. 58705 =A A U TEOF �� -0 �1CsSF�ORIOA,.� ;()NALI00 A. LVMN MILLER P.E. P.EN65M SCANNED RECEIVED BY JUN 2 71018 MIAMI-DADE � St. Lucie County NfIAMI-DADS COUNTY ® - Permitting DVAgRUkT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIDIIC RESOURCES (RER) St. Luein CauntJ805 SW 26 Street, Room 208 BOARD AND CODE ADIDIINBTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv CGI Windows and Doors, Inc. 10100 NW 25' Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not he 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. PER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 130" Aluminum Fired Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Abmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This NOA revises cum Na. mentioned ab and consists of this page 1 and evidence es E E d as well as approval document mentioned above. F I L The submitted documentation was reviewed by Manuel Perez, P.E. Mlnnwnoe couNn NOA No.17-0918.07 , * Expiration Date: September 22, 2020 . I ,,- 11r7 Approval Date: November 22, 2017 Page 1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1,1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 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, DurasealO 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 F13C, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) II anuel)xa P.E. Product Contr Efiner NOA No. 78.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-Th Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0 731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04111/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16, 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (NIA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0 731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel ere Product Control Ex nin r NOA No.17-0 .07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Abmad, P.E. 2. Glazing complies with ASTM E1300.09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. rvIATERLAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5'b Edition (2014), with FBC 61 Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — ,.M.l. approved o 6/25/15 and expiring on 09/22/20. E-3 J Manuel P fe P.E. Product Control miner NOA No.17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 (Sul FLANGE & FLANGE ADAPTOR FRAME IES 130 SENNTINEL ALUMINUM FD(ED MM0 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY S1DE COMBINATIONS OF FO(./NL OR FIX. WDW. WITH OTHER MWAI-DARE COUNTY APPROVED WINDOWS USING MIAML-DARE COUNTY APPROVE) MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WTW THE REQUIREMENTS OF THE 21314 (BTH EDITION)/2017 (STH MOTION) FLORIDA BULLDING CODE WCLUDING HCH VELOCITY HURDCME ZONE (INTO). 1BY OR 2BY WOOD BUCNS & BULK FASTENERS BY OTHERS. MUST BE DESIGNED ANO INSWALLED ADEAUATELY To TRMLSH:R APPUEU PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHA L BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAMB AND INSTALLED PER MANUFS INSTRUCDDNS. SPECIFIED EMBEDMENT TO ME MATSRML SHALL BE BEYOND WALL DRESSWG OR STUCCO. A LOAD DURATION INCIEASE IS USED IN DESCN OF ANCHORS WTO WOOD ONLY. AU. SHINS TO BE HIGH IMPACT, NON-METALLIC AND NDN-COMPRESSIBLE MATERIALS INCLUDING BUT NOT' UNITED TO STEM/METAL SCREWS, THAT COME INTO CONTACT VT7H OTHER DIAIMIVR WIERNLS SHALL MEET THE RMUIREMENTS OF THE M14/2017 FORM BLDG, CODE & ADOPTED STANDARDS. M BE ANIIYIED SEPARATELY. ANCHOR SPACING SHOWN HERON APPUCABI,& TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. DAY 1TE OPENINGS: D.L.O. HEIGHT BUCK HEIGHT - 3.00' D.L.O. MUTH m BUCK WIDTH - 3.00' w WINDOW wm _ 1wN, pDW WIDIN_, DOW MOTH WWDD,� W MOIHJ YAND MN� 1 I I LL [is O I3 WINDOW WIpM WTiDO_N_WIOM WINDOW N1DIH 'II TiIrI 3 IrIL— ,I I INSULATING I1L11 LARGE MISSILE111I1MPGLASS ACT INALL MISSILE IMPACT Allw THESE WINDOWS ARE RATED FOR LARGE & SMALL MI59LE IMPACT. PRODUCT REVISED SHUREPS ARE NOT REWIRED. BaW'OOInBplYing with the Hotta NDIL-xo.GGao 17-0918.07 OF i V� ALLOWABLE UD DS FOR ALTERNATE STAPES AS SHOWN ABOVE OR SIMILAR CAN BE EaPNathe, Date OB 020 VER:. ORIDA IRED BY WSCRIBING PICTURE WINDOW SHAPE MIN SOUME OR RECTANGLE. AS 1G� SHOWN W DOTTED USES AND OBTAIMNG ALLOWABLE WAGS FROM THOSE SHAPES. A11 aee PNoaeat—eel nnfT N o 0a aLD c D�No oN� n 0 cif �o o— JR,M U �ZC cl D unB ne. W10-02 FIN FRAMES ie•IMN SS SIDE A.rMA M SRaPFS PS SHOWN ON $RE£E , ALSO AVAt U MR {IM FILMAES S_? it EI zen PRODUCT REVISED pl))In9wiN tM1O Florida 93flEhmig Cede ROAJb. 17-0978.07 �o V.• Z mm �s oNdNoo G z yyLLz1°� E \ 3�, dmwir.9 W10-02 anael7, of 6 ll8 0 NID CAPACITY - PEP P]MGE °YOI. Bum Dw. jGzgss TYPES Y"A'Bl' GL SYP25 vkw MOlfll M IBNDIK (L) wAM M 1IEKK6TK (L) W44) IM.(-) W.(+) 1N1.(-) 24 30• 42' µ• 54• N• 61' 36• yl' 29• SY 41' 51' 59' 6V 15• m.0 mA m.0 m.0 60.0 m.0 80D 80.036• 80.0 8010 60.0 80.0 N0 N.0 80.0 0.0 NO 80.0 N.0 80.0 BOO 80.0 NO BKo BO.D mA SMO ND 80.0 N.0 m.0 60.0 2V N' 35' 42' 46' 5•' 60' 61' w 2]' ST 41 47* N• 59• Be 4Y NO 80.0 80.0 80.0 NO NA NO BOA BOX mA BPO ND 702 70.2 80.0 BID 61.3 613 80.0 30.0 61.3 01.3 80.0 80.0 612 OM B0.0 Box 51.3 _ 61.3 a" KO 24' 30• 3V 42' 4B• Be Be 61• Be n. 2V >S' 41• 47 W. IV Be ey. N.0 NA NA 00.0 NO 60.0 NO 80.0 510 80.0 BOA BOX 702 70.1 NA N.0 613 613 NA mA 54.3 543 715 729 MA 45.8 511 65.1 48.8 40.6 65.1 65.1 24• m' }p• 42' 48' Be N• 61' 72. 23• Z9' 35• 41' Q' W. 59' Be ]1. NO 80.0 80.0 Bob SOO BOA SOO N.0 NO N,0 702 No NO 61.3 N.0 NO 6{3 II.S ]2.5 40A Nt eil 46° 540 64.0 2C 30• 35' 42• 4B• Be Be Be 2J' 29• 1. 41• 4Y N' IV m. N.0 DO NO NO N.0 BOD NO NO 78.2 10.2 BDA 80.0 ]OD 80.0 goo 613 N.0 SOO 543 ]25 ]23 514 69.8 69A 26• SD• 36• 42' BY 23. 29' 33• 41' 4)' 96• m.0 90o eD.D- ND NO P7�5.g OD.O NO 716 80,0 0.0 fi12 N.D SOO N.8 No BOA 616 80.0 Boa 2Y 30• 36' 42• 4V 11. 23' p' 35 41' 1. 101' N0 NA No NO 80.0 60.° 50A 94.6 116 '63T 0A i593 59.3 NO 2V µ' 1M''or 23' 29•m21 N' 4]' '00.0 NO 50.0 IWO ka" Ad 73.8 624 614 S9.1 59.1 MGN on CAPACITY - rsr 9TA11GE DW. RUCK DOC1. OLLl MIS -ewa. GLASS TYPP9 V&!D1. KS21H M IPNGIII (L) M 04 IFNCM (I) W.(+) 1M.(-) W.(+) 1H7(-) 24• 31. 41' 114' 23' �• 35• 40' 113' mD 80.0 NO No mD 00.0 NO N.0 nA 730 SOO goo 61.4 61.4 00.0 80.0 24• N• 36• 3V 12W 23• 29' 35• 30• 116• NA 80.0 80.0 80.0 mA 80.0 BOO NO 72.4 72.4 NO NO 65.1 65.9 80.0 90.0 1. 30' 36• 39• 121' 23' 29' SS 38' 120' NC 80.0 so,O NO e].0 00.0 80.0 NO 7. T2] 060 NA 1 0.6 65.8 NO NA Dorm mN C2PAM - PSP 3)1V88 MdS. DUCK DLA9. DG9 R➢m V&-Gl' QBss mw 9'II'01' K M lIFTm N FIDIH M `L]IGN (U EM.(+) 1M.(-) M.(+) 1M.(-) 19-1/w 28-1/2' 3)' N' 53-1/0' 61' 26' 18-1/w 0-1/V 36' 4T 52-1/6' Be u. WA 80,0 80.0 00.0 NA 50.0 BOA NO NA 80.0 ma NA 83.0 NO BOA 80.0 mA 30.0 N.0 80.0 N.D 80.0 BOO NO 19-1/8' 25-11V 37• M' M-1/w 6P -,A.36• 10-1/8' 25-1/2• 47• 52-1/8' N. / 3)-3 8• SOO 80.0 NO No ND NO NA NO N.o NA BOA NO V.1 71.1 NO Bob n.1 n.1 N0 80.0. D.I )).1 B0.0 800 19-1/6• 26-1/2 40' 61' P lle 93-3/4' N-5/5' IB-1/8' 25-1/2' 36' 47' 52-1/V N• 74-1/4• 92-3/4' 19y/8• NO NA NA NA NO NO 80.0 N.0 B60 NO m.0 NO 61.3 61.3 80.0 550.05]-l/B• 58.0 5tlA ]).4 ]IA 58.0 WA 11.4 ]].4 58,0 Bob 1IA 77.4 560 SBA 783 78Z 19-1/0' 26-1/2' 37' 4B' 6Y ]5-1/4' 6J. 1B-I/e' 25-1/2' 35' Q' 52-1/B' N'43o )4-1/4' fiV NA NO NO m.o NO N.0 NO 8" NO N.p NA N.O fillNA goo0-1/6• 563 13.0 )3.] i 64A 64.D 46.5 61.9 51.9 19-1/0• 26-1/2' 37• 1. W 1/6' 51' ]5• 18-1/3' 25-1/2' No. 47• 53-1/8' Be 73' N.° 804 80.0 NA NA Bob N.D No ma 78.9 MA NA 61.3 612 NA SOO 553 553 AA ]3.] 46D 48A 64.0 64.p ANCHOR SFAAIN9 TO BE AS PFR SXEflS 1 k 1.1 r w Z nD h I I r p4� p p49` 0 t a WDLe C B, 2 "� MilllMD °Y OR HOMCMLY a SHOB�O °/BWE° 0 dl2 1NNp Z64 TP BUCK DIAS 1S• 5181 Z Q W P'e FLING` FRAME x MNGE DIMS G BULK DDIS 3 N O 00 w ot EGUIL FRAME � o N O R N�^o EUCK DIMS d 17 ri c -. 3 p � U�SC FlN FRAME BACK DIMS FLANGE ADAPTOR FRAME B GE DIM- NOTE: PRODUCT REVISED - .TOSB2 plying w11143h0 Flo6idp ;la'' H,�, BUIWln9 code17-0918.07 .p: Fi i.a gn smw 09=00200 ��0' '• W10 2 �•'tomo �C?�,` W10-02 3 3/8' NR 3/16' NEAT SIREN'D G ANN GIARS .075' IrdeHayer Sol. CP wb PLT C. By 'Eamrnoi CNemie.I Co., OR 090' Intedwor Sal« Ckmr AM Cola, GI. By 'Laolman CAamkal Co" OR Omit' IMmloyer smit I. R'lWm%, nrn my Amen., hc' 090' IMerl.yer Trocif ' PIB By'k!,W Amerka, I .' r-3/t5' NEAT SIRENU GI 899 995 O }�1 Uy AT I/4 POINTS ON UGM fcV WIDER TNAN 36' GLASS TYPE T 7/15' amuLL V . GIASS (L.M.I. & 3/1C ANN. CUSS 075' LRerkyer smtoe CP WIIB PEr C. OR Eildn.. CAemlool Ca.' ago' IMManr Sole. Clear MI CObr Glans By EomOmn M,nm of C..' OR S.rt,Qm oYer 1 &,xmomy mmic4 Inc.' 090' Inlerf,w im.lfN M H 'kummy AmMGa Ne' r-3/16' HEI.T S1REN'D G 3/8' NR 3/I6' HEAT MREN'D s m i Dew CORNNG 899 !i POW CORNING 995 NI Ij Ij Ij n ii ii u EGGS SPACER E{ Sr. STEEL BY'QkRDML' OR OUl S BY 'OUANFX C OR O SUPER SPACER By 'QwDr G W AT 1/4 P ALL SRES W GLASS TYPE 'Cl I' atRA11 o1SUL I Gus (L.M.I. ONLY) IN ORDER TO QUALIFY MR SNNL NSSRE INPK MANO EKMBOR PLY OF CUSS TYPE 'Cl- & 'DI' NOV BE TDIPERED. NEAT S ,O LASS .075' Im.rj S.flu CP WINr PET Coro 8, 'am .. CM1orlam Ca' OR MD' Id.1cor Smr Clem ME Color Gh.. 'Eosin.. Chemical Ca' — OR .090' Intedger BynYW omy .MI,M% he.' OR 090' Imodaym iroelf.l PIG By 'k." Amedo., Ina' r-3/16' HPAT SIREN'D CLASS 899 995 C _� pOi {`1 NS AT 1/4 PORIIS ON WE5 1ypEN TN.W 36. GLASS TYPR 'D' 7/15' 0VF1411 Am. GIAs 3/I6' HEAT S G GIASS .075' Nterlryryer Sofkx OP WM PET Core Br Eomnori Cbemioal Co.. OR ' IMeMyer alOmit- Ckm ma Color GL.. By 'UmRon Chemical Co.' OR 'ACE .090' Inbod,e, Sent,cka Byy'Nummy knot., Inc' OR G . 460'Iaod.,, TrocRol P.'B By 'kummy knen.a, Inn' r3/16- BEAT MEND GLASS F 3 SNCONE /� uu L �-y SWCONE CIE 1200 `� /lY GE 12M DON CORNING 899 jl GORY CORNING 899 DEW CORNING 995 Nt it OW CORNING 995 I �! ;! DPTTONAI QUFINC DRTAIL ii i1 II %l EDGE SPACER GLASS TYPRS 'CI' I! II ST. STEEL BY YMLINw E4 OR ORRASEAL BY 'OUANU. `Y`tJ,pt11❑ p SUPER SPACER BY'QW ' Co- ; 4 L�17 G E W AT 1/a ALL sm5 PRODUCT REVISED T •comply�Ningg wlN lM1O FI9rWa it GLASS T\'PP. 'B cl NO" Ceda >- 1' O✓<RNI. WSW. CALL GLAs NO". 17-0918.07 B99 995 0 n F " 0�p y SI M 0&GD3 00ti. S oSg� 8,1 Q b�,FC r d.V.g! no. W10-02 ' TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW i WSTALIATION DETAILS THRU 1K INSTAUATION DELLS THRU 2K IA6fAllATWN DETARS MSULLAMON DEVILS INTO METAL Z WOOD BUCKS INTO CONCRETE BUCKS OR 0Nf0 WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR P1T0 APPROVED MUIJJONS 0 ^ I FLANGE FLANGE GHDRS FLANGE 1/a' uAY FLANGE @ E o STD EUM gnus pm IS i. m WOOD BAX FOR SPACING OR _ I1j^ MET& IL yqI y M 0 G u it II M2 WDW SiRUL1U6E r5 3\p 1)PIGL I HORS r SEE Etfl'. " MR 59MINC ..a . y2 STRUCTURE MEIC� CHORS © IIISit O O FOR SAWING QIt. E1 '�- Fame OdWmIt � LL Q It EI 1 _ LL90: it ii i SEE 0 It •. 1BY FOR sMol;o IVOon BOOK El c A 1/4' MAY . SHIMS 0 n EQUAL LEG EQUAL LEG EQUAL LEG EQUAL LEG a IS Bi "' 28Y WOOD BUCK Al )HOOD STRUCTURE C1 M2 MEAL xnucluxE ° nP ii I! E] it II Y2 II 11 15 49 .3 Lj TYPI ANCHORS ELEV. SPICING m M fa f O 11� FOR SPAWD 3s \ C u. NG .. ."?..• • SEE rIrv•m FOR BPICNO AVLHNK SEE BUY. Ii II MR SANN MR SPAIING ° n WWp BUCI( -C 431BN_R _ PRODUCT REVISED 5 a a a Mn NrR Fl°Hda " 6uueln, ^ 8 € 5 9 CCoio NOA-Na. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. Eaphadon Om0 09Q 020 MUST SUSTIN LOADS IMPOSED BY GLAZING SYSTELI w ° 9 a ° .., -' o B ,. - AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE SPACING By 1 /l' OIA KWIK-CON 0 fTY 'HILM' T' (Po,I W lal Fy-15) KM Mlem a r° ue G lm t3 -8 1/4' ❑P. ❑LTRACON BY'ELCO' (F.�IN IBC Fp155 KS) 414 EMS OR SFIF ORIII ING SCREWS (GRADE 2 CRS) {111:n11 Ib0' BUCKS WOOD STRUCTURES INTO MAMI-DADE COUNTY APPROVED MULUONS INTO 2BY WOOD OR S�S�y,.........M� INTO CONCRETE AND MASONRY 2-1/2- MIN. C c y Ia 1-1/2- LAIN. PENETRATION IWO WOOD (HEAD/SILL/JAMBS) OR INTO WOOD STRUCTURE a 1' MIN. S� t rl �ajy INTO METAL STRUCTURES 13S) I 2' (HEAD/SILL/) THRU 1BY BUCKS INTO CONC. OR BLOCKS INTO METAL STRUCTURE a 3/4' MIN. (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE _ ;*❑ k 1-1/4- MIN. EMBED INTO CONCRETE HEAD SILL/JAMBS ( / ) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MN. �, a T5 ,O ; g` 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) STEEL' 1/8' THK. MIN. (Fy a 36 KSI MIN.) CONCRETE AT HEAD. SLL OR IAMBS 1'.. 3000 PS MIN. fm DIRECTLY INTO CONCRETE OR BLOCKS DIED. IN CONVICT WRN ALUNIxUM TO BE pum OR Rutrvo) C-90 HOLLOW/ELLED MOCK AT JIBS - M P51 MIN. OF '''`' droving no. 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL,/JAMBS) � �0?`` WJO-02 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) qr NAL 1 roll It R1 sheet 4 of 6 TYPICAL INSTALLATION DETAILS ITV s THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW d INSTAUAIION DEVULS TIRU ,K INSTALLATION DETNLS WU 2K INSTAUATON DETAILS BLSTAUATON DUALS INTO METAL 2 WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRICTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MILLIONS Q u g FLANGE ADAPTOR FLANGE ADAPTOR �LANN�E ADAPTOR FLANGE ADAPTOR 0,�`e OSEE ' IT lI ANCHORS EI 1/4' W (0: ?N 2BY MCC) BILK MR SPKAM SAYS Y Silv��+1 li ES I� T ® II Y2 3 W000 SINUCNRE TMICLLS IT ELLY. METAL STRUCTURE d MR SPADING TVICAL NICHORS y II 1 $2 I ` N SEE ElEV, FOR SPINCINC O q Q I f0 C3 -.vr yyWs 52 MIR NIN �n •. .. �.I SEE •. iBr PA4 SPAOn'G WOOD DMCK r. f8 Q FS __..._._ \/4' CK BUNDCIR 1H' MAX. D ❑ 2 3/8- M� w GIP V C WOW STRUCTURE NOT BY CO1/2' 4W. 1/2' NIN. R DN ° n m � b N•-m 2 3/8• MIN. J � FIN FRAME u2 IND I� '� � c z a_a\`•. m TYPICAL ANCHORS: SEE ELEV. FOR SPACING , 0 - V�L #8 SM5 (GRAD 2 M) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ........... WHEN USED THE MIN. WOOD 1-1/4' MIN. PENETRATION INTO WOOD , SUCK BUCK DEPR1 SHALL BE 2%'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMT7ED. Hounot 9Y D OR!0EXTERIOR BUCK WIDTH BUCK MOM =-- MNAN OU -OADE CNP! I YNMI-GAGE CWNIYWAPTMVEL I •. m _ "PROVEDt MULLION II YUWOH h NUo.4 mown II I I ° 2 3: MUWON ANCHORS �j SEE STPI.PATE RIM SEE SEPAIUSE NDA 1, ,I \11111U �O°nww.. PRODUCT REVISEDas acempi - COe 00�0 No..17-0918.07 y S YSEE020 NV' 4aNmn Data 092Z2OF ' ,Wg` FOR SPPLWC m n4 K ,• BMB ' mlam aeR Proe°° 1 Y � INAI i\\\` ,Deet 5 of 6 2sp! i .068 1.995 .012 .995 O66 ivP. 1.315�1 2.`-05 A60 012 1.499 .99E O65 ttP. 1.515 6]S .995 .0 .9]5 �1.181 �I�.t2p .995 .0`A M. 61 LOOFII �.125 L—_tt5a—J .spp4--1 01. GLAZING SEA➢ (UM. INSUL. GLASS) ul GLAZING ANGLE (LAM. INSUL GLASS) 1.1] A63 1,550 t.600 1.4so leB oso B5G .p5p- O NNL 1.395 FlN ADAPTER E6 FLANGE ADAPTOR L�-Id95 100 050 .M5 1.119 R91 •m0 1.051 IT@Y PART / pPANTIiY DESCR OM WPBNAL I yNiP,/Spppy�{t/ggMAgkq E1 CM-110 4/ MY. F CE FPAdtE 6053-T6 E2 MI-119 4/ ROW. RUSH FRAME/NN FRAME 60B % E3 CGI-121 4/ WDW. GLAZING GFM (UM, 0L ) 60BJ-T6 E4 MI-123 4/ WOW. CAZINO GEM (4 . INSUL GLNSS) 6063-T6 E5 CGI-110 a/ Wow. R FlN M OR 6063-M EB CGI-109 4/ WDY/. FROM RANGE AOMfOR 7 006]-T6 MI CGI-362V AS RE00. GUZING MA PVC pURONETER >9-00 SHORE A M2 CGI-124 AS RE00. SCRLW COVR1- an pyL` W CGI-112 AS REW. RUSH FRAME COMER PR A99 OPTION<L G NG MGIE (1 % 1/2 % I/0� 5003-13 MS 2/ UIE SEOWO BLOCKS EPOM pUROMETER 0539 SHORE A 62 /10 A LG LY SCREW RIL PH SMS ST/Si CIRCULAR WINDOWS T RECT. OR SQUARE WINDOWS C-,? j 9 '07 PRODUCT REVISED ae C*M In WtJt the Mrida GuRding ode Now -tie. 77-0919.07 R J dmwin9 no. W10-02 SCANNED BY St. Lucie County MM® BADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) v .miamidnde.sov/economv CGI Windows and Doors, Inc. 10100 NW 25thStreet Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel" Unclipped, Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision D dated 11/08/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its —distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-1103.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well approval document mentioned above. FILE COPY The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.18-0117.01 Expiration Date: September 22, 2020 Approval Date: March 01, 2018 2�231 18 Page I CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.14) 2. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision C dated 02/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0303-11, dated 03/24/11, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.11-0330.22) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0301-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014), dated 09/23/14, prepared by AI-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. E-1 Manuel Pe P.E. Product Control Ekathiner NOA No. 18-0117.01 Expiration Date: September 22, 2020 Approval Date: March 01, 2018 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC Vh Edition (2014), and of no financial interest, dated October 4, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0303-11, issued by Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No. HTL-0080-0301-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510.14) 4. Proposal No. 09-1942 issued by BCCO, dated November 05, 2009, signed by Manuel Perez, P.E. (Submitted under NOA No.10-0510.14) G. OTHERS 1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows & Doors for their Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on 01/12/12 and expiring on 09/22/15. v Manuel Pe z, .E. Product Control ELxufiiner NOA No. 18-0117.01 Expiration Date: September 22, 2020 Approval Date: March 01, 2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision D dated 11/08/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017), dated 10/15/14 and updated on 09/25/17, prepared by AI-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 5m Edition (2014), with FBC 6te Edition (2017), and of no financial interest, dated September 28, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1103.09, issued to CGI Windows & Doors for their Series "Sentinel' Unclipped, Extruded Aluminum Tube Mullion - L.M.I. approved on 03/05/15 and expiring on 09/22/20. "Control Pr Expiration Date: September 22, 2020 Approval Date: March 01, 2018 E-3 y ,.DOD 2.500 01 y 1.00D J.000 LU i— 4.000 .125 WP. 1— .125 TP. 1— .125 TYP. L I X 2-1/2 STD, TUBE S X 3 STD. TUBE 6063-T6 I X 4 STD. TUBE 5063-IR 6063-T6 SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS WINDOW FRAME MEMBER INCLUDED IN PROPERTIES THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 120 SENTINEL HORIZ. SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM NOTES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6M EDMON) I'LORIDA BUILDING CODE INCLUDING HIGH VELOCNY HURRICANE ZONE (HVRZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS M. IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTPLLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING SITRIMRE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTAllEO PER MANUFS 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-METAWC AND NON-COMPRESSIBIE. MATERW.S INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERWLS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLOC. CCOE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOER NOT PROVIDE INFORMATON FOR A SOE SPECIFIC PROJECT. La UFE SAFELY OF THIS PRODUCT, MEOUACY OF MUCNRE RECWNG THIS PRODUCT AND SEAUNC AROUND OPENING FOR WATER INncvR:nON RESISTANCE ETC. CONDIRONS NOT SHOWN IN IRIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOM REQUIRED PER /SCE FOR PMTICUU OPENING. STEP 2 USE CONNECTION OF WINDOWS TO MUWON AS PER PRODUCT APPROVAL USING CFMRTS ON SHEES 3 THRU 5 SET.ECT MULUON F`PE STEP 3 AND ANCHOR OU411111ES WITH DESIGN RATNG MORE THAN THE DESIGN LOAD SPEORED IN STEP , ABOVE. STEP 4 CMACZ OF SELECTED CGI'S WINDOWS AND MUWCN MUST E04LL OR EXCEED REQUIRED LAMS. PRODUCFREVISM cumplyirrg wiYl Re Flwidv Build'm4 Cude rc nTi'/ u C drawing no. �' M10-01 T 1 OR 2 ANCHORS Ai EACH SmE OF NUILgN (AT WINVOrr I E) SEE CHAR V MR CA➢ACRY sEE aulti 'A' MR OMACfIT FLWGE, FIANGE ADAPTOR AND RUSH FRAMES CNN BE // \\ USED AT ALL MUWON COMBNARONS. 1Tp. AT CWNT 'A' FOR GPACIIY I I I I I r WI I I W2 SEE CH 'A' MR y Y% wl _ w2 EXfER10R S.H. TO S.H. SEE CH 'A' FOR CMACIIY� -M H.R. TO H.R. S E CHAIi W MR GPACItt\\ I 1 I I uc tt f E DUE EXTERIOR WIDTH (W) wt ♦ w2 2 � lY_ Ll a „p �7 J N 0 $ 20i1 EXTERIOR S.R. TOS.H. TO Ei,$ O n� OE Ogg o V ' ft I QC?6q d WWWW iG u^ joro-6 ¢bm�� e rwlw egg g 20 .cram _raffia_ e@ 2 -o 3 3 o Y 2 5 W � tlrawing c�`: M 10-01 HDBDOA DOES. N![HOR AT' MN SDE OF NUWON MN 2 ANCHORS Ai EACH SIDE OF MUWON VRNDOw DOES. 1 M'CNOR AT Mil SIDE Of NUWON 2 ANCHORS AT MR SIDE OF NU WON MDTH (1'n NULL SPM' uULL )USE 1 N 2-1/2 MULL NEE 1 X J uULL IYBE I N 4 MULL WIDE 1 X 2-1/2 MULL TUBE 1 X 3 MULL NBE 1 X 4 WID1H (w) NULL SPAN NULL MOE 1 N 2-1/2 WILL NEE 1 X 3 NULL NEE 1 X 4 NULL NEE 1 X 2-1/2 NULL TUBE 1 N 3 MULL NBE 1 N 4 19-1/e' 26-1/2' 37' 49• 53-1/8- 50-5/8• 90.0 90.0 9D.0 90.0 90.0 90.0 21. 30' 36• 1. N' 54• SO. 1E• 90.0 90.0 SOD 90.0 90.0 90.0 Ban 90.0 90.0 90.0 90.0 MOD 90.0 90.0 90.0 90.0 90.0 90.0 82.9 no 029 MOD 90.0 90A 90A 90.0 90.0 9DA 90.0 90.0 76.9 76.9 75.9 90.0 90.0 90.0 86.9 86.9 86.9 90.0 90.0 90.0 76.9 76.9 76.9 90.0 90.0 90.0 S55 MIS B55 90.0 90.0 SOD 19-1/8• 26-1/2• 90.0 BOW 90.0 90.0 90.0 90.0 8.53 85S 853 90.0 NO 90.0 ]A] 74.7 74.7 90.0 90.0 BOA 015 85.5 853 MOD 90A SOD 3Y 1. SJ-1/8• 63' 59d 59A 59.5 0.3 90.0 90.0 2t• W. 36• 42• 0. 54' 60• 00• BSS 85.5 855 90.0 904 90.0 522 522 52.2 70.7 MOD ROD 73.0 73.0 73.0 0.0 90.0 90.0 MOSS W.9 50.9 0.5 MOD 90.0 65.1 65.1 0.1 0.0 90.0 90.0 19-1/0• 26-1/2• 1. 49• 76' 77.5 T]3 775 81.5 GOD 90.0 60.1 60.1 60.1 90.0 90.0 90.0 59.2 592 59.2 60.2 W.3 90.0 57.0 574 1 57.0 84.9 90.0 90.0 45.3 46.3 4S3 45.3 60.4 90.0 55.3 55.3 1 MSS 81.7 90.0 90.0 37D DO.0 39.0 37.0 49.3 n.3 51.7 54.7 r 54.7 80.6 90.0 SOD 53-1/8' 35.2 37.5 37.5 35.2 47.0 73.4 24' 30' 36' 4T 18' 54' 60. 72' 0..4 ERA 0.4 77.8 MOD 90.0 I9-1/w 26-1/2' 37' 49' 5]-1/6' 85' W.9 58.3 MOSS 57.9 n.3 90.0 .7D 57.6 57.6 0.9 85.3 90.0 42.6 31.E 51.8 416 56.8 90.0 50.7 MY MIR mo 73.4 90.0 31.7 40.0 40.0 313 42.3 )4w3 46.0 46.0 46.0 49.0 65.4 90.0 25.5 332 33.2 25.5 34.0 59.3 42.a 42.8 420 45.0 60.0 55.5 24.1 31.7 31.7 24.1 122 MISS 40.5 403 483 422 56.2 81.1 19-1/E' 48.7 "D 64.0 48.] 65.0 90.0 39.1 39.1 39.1 40.3 1 53B 7" M-1/2' 37' 49' W. 35.7 17.7 18.1 JS) 47.7 MR 24' W. 36' 42 48' 51' �. 48A 57.0 57A 48A 64.6 90.0 263 ]S.3 3].2 265 M3 62.1 393 47.6 47.8 395 5L7 90.0 2L1 28.2 30.7 21.t 2.19.5 A.) 415 413 D.] 14.9 )Bw 18-1/8' 26-1/2' 3)' 96' 40A 53.4 59.6 40.0 5].t 90.0 29.7 37.2 N.2 MR 39.6 WD 29.3 39.1 11.9 295 39.1 68.7 26.9 34.2 34.2 26.9 35.8 61.9 21.6 28.9 34.3 21.6 28.9 50.7 24.8 32.0 32.0 24.5 W.1 56.9 NOTE: MILLIONS RATED IN THESE GIANTS WITH ANY COMBINATION OF FIXED. SINGLE HUNG OR NORM SLIDING WINDOWS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 2V M. 42' 48' 96' 322 43.0 48.9 32.2 4].0 75.5 26.1 34.9 40.5 29.1 34.9 61.2 22.2 29.6 35.1 22.2 29.6 51.9 25.9 31.3 25.9 45.5 - 23.2 285 - 232 40.0 H SIDE OF MULLS BE AS PER 0 WIDTH (w) = W1 6 W2 WIDTH (W) = WI 2 W1 FLANGE OR FLUSH FRAMES FIN FRAMES H SIOE OF MULLS BE AS PER NOTE: REFER TO PAGE 2 FOR OTHER COMBINATIONS.; g<mso PnODGCTREVISFO m«mPlybS w,N Ow Fbnda `A\\111111111II77j2 Bu�idiay Cans AFIM� i� ^ S F"Wh «NO �) •�) 'To I Fi0k+n0u L rc I Zj/2G \3G�8f : S w ntinu eaeMW�Nlcsird' (pJ _ '{y_ $ � 3l{N o Jr za�V - OF growing a no. CWJIT'➢' ➢PSIGH LO" CAPACnT - PSF GRANT 'R' ➢EMGN YUWON WITH COMONAMON OF ISSUES SENTINEL MUWON WITH COYBINA' SWLYE HUNG MNOONS OR FIXED 1 NSON SINGE INNO WWOP WNDOT DAYS. 1 ANCHOR AT 2 ANCHORS AL 11QiDOW DIMS 1 ANCHOR AT FACH SIDE OF MULLION fMH WE OG WWGI ULN 510E OF WI W�H WLL SPAN NULL TUBE I NULL NEE I MULL TUBE MULL WOE I YULL TUDE I MULL WBE WIDTH SPAN YULL TUBE YULL N9E 1 X 2-111 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X{ I X 2-1/2 I X] 28-1/2• 90.90.0 90.0 90 90.0 .0 ]J' SD 02.90 829 829 90.0 90.0 40• ]6.9 ]6.9 76.9 90.0 90.0 W-1/8• 78.9 78.9 76.9 90.0 90.0 19-1/9• Nr. 90.0 90.0 90.0 SOO 26-1/2• 74.7 74.7 90.0 90.0 JT 63• 59.8 59.3 90.0 90.0 49• 522 52.2 90.0 90.0 53-1/8• WS ms 111 90.0 19-1/8• 71.5 ]].5 90.0 90.0 26-1/2• 59.2 59.2 ]B.5 90.0 37' 76• 18d 46.3 59.0 ]42 49' 39.0 39.0 48S 60.6 53-1/8• 37.5 373 46.0 5].] 19-1/8' 6B.J 6B.] ]S.B28-1/2• .5L8 51.8 55.6 69.0 37' AS. 40.0 40.0 40.0 41A 520 19 333 3]2 331 ]].2 41.7 W-1/8' 31.4 31.7 31.7 31.4 39.5 19-1/6' 0.5 61.0 84.0 63.5 79.0 26-1/2' 9o, 46.6 0.4 48.4 46.6 58.6 37' 34.5 371 371 1 34.5 4]A 49' 27.5 30.7 30.7 27.5 S•.fi 19-1/6' 52.2 59.6 59.8 52.2 65.6 26-1/2' 95, 35.2 µ.9 µ.9 38.2 I I ]]' 28.2 342 34.3 28.2 35.4 NOTE MUUJONS RATED IN THESE CANTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLOWED) uUWI _ I PC %r r ^ur r I� �I WIDTH (W) W1 + wz z 30• 90.0 ]6• 90.0 42' b' 86.9 1. 65.5 U. W5 60' 85.5 24• 05.5 J0• 73.0 36" 65.1 {r ED. 60.1 µ• 57.0 51' 55.3 EO• 54.7 24• 66.4 30• 57.6 36• W.J 42' 72' 0.0 IB• 42.8 54- 40.5 60• 39.1 2f 57.0 36" 6 JB" B4, I1.5 16' 34.2 5•' ]20 24• 2.0 30• ]L1 36• 98' 20.9 42' 25] EACH SIDE OF NULIS TO BE AS PER 90.0 2 YW M4-" Z q p 32 Q 9 O O z.p I 0 QOWm 6�9 efo Q 6 OLL. G Q � lil IS a cgs SOO�a 6�mE� C I otj B 9In C _ n e N M 0-� g U�2� •'/y�0 � 6mwing no. M10-01 sheet 4 of 7 CNART 'C' DESIGN WAD CAPACITY - PSF HOR120NGL MULLION WDH COMBINADON OF SERIES SENTWEL FIXED OVER HOR2. SLNING WINDOW CNIRT 'C' DRCI.N 10 >• CAPICM - III HORRONTAL MUWON WIN COMBINADON OF SERIES SENDNEL FIXED OVER HOW. SUDING WINDOW W DOW DM9. 1 ANCHOR AT FMH SNE OF MUWON 2 ANCHORS AT FACN SIDE OF YIIWON WA'DOA DDfB. 1 ANCHOR AT EACH SIDE OF YIIMION 2 ANCHORS AT EFCH SIDE OF MUWON WINDOW MOM WINWW HOGHT DWNSDM HOGNT MULL WBE I 2-1/2 MULL MBEs 1 % 3 1 R 4 NULL TUBE 1% 3 MIRL WOE 1% 4 WINDOW WIDTH WINDOW HOGHT T SOM HEIGM NULL MBE 1 R 2-1/2 MULL Mem 1 % 3 4 R 4 NULL TUBE 1% 3 NULL NM 1 R 4 52-1/8• 25• 12• 90.0 90.0 90.0 90.0 36• 62• 12• 90.0 90.0 90.0 I 80.0 18• 90.0 90.0 90.0 90.0 IS' 90.0 90.0 90.0 00.0 24• 90.0 90.0 90.0 90.0 1. 90.0 90.0 90.0 90.0 1. 90.0 90.0 90.0 90.0 1. 90.0 90.0 90.0 90.0 30 90.0 90.0 90.0 90.0 36• 90.0 90.0 90.0 90.0 42• 90.0 90.0 90.0 90.0 42• 90.0 90.0 90.0 90.0 48' 90.0 no 90.0 90.0 1. 90.0 90.0 90.0 90.0 1. 12• 90.0 90.0 90.0 90.0 52-1/8• 12• 90A 90.0 90.0 90.0 18• 90.0 90.0 90.0 90.0 18• 82.4 814 90.0 90.0 24• 82.9 82.9 90.0 90.0 24• 76.4 78.4 90.0 90.0 30' )4.3 74.3 90.0 SOA 1. 72.2 721 90.0 90.0 S6• IS 0.1 90.0 80.0 36• 693 69J 90.0 90.0 42• 63.6 63.6 85.0 no 42• 67.4 67.4 20.0 90.0 49• 60.3 60.3 )).5 90.0 1. 66.4 65.4 90.0 90.0 52-1/6• 37-3/8• 12• 90.0 90.0 90.0 90.0 )Y 12• 64.2 64.2 85.5 900 18• 9D.0 90.0 90.0 90.0 18• 5).) 5).) )).9 904 24• 90.0 90.0 90.0 no 24• 52.9 5M 71.6 90.0 30' 90.0 90.0 90.0 90.0 1. 49.2 49.2 66.2 85S 36• 89.4 89.4 90.0 MID 36• 46.4 46.4 61.6 80.3 42• 86.3 86.3 90.0 90.0 1. 7.3 44.3 5).5 75.7 �• 84.8 84.8 90.0 90.0 46• 42.2 42.7 54.0 71.5 1. IV 90.0 90.0 Wo 90.0 18• 78.3 )BA 90.0 90.0 24• 69.7 69.7 90.0 90.0 1. 63.5 63.5 88.0 90.0 36 S8.9 58.9 60.0 90.0 12• 55.5 55.5 73.3 90.0 48• I 52.9 53.0 67.6 90.0 36• 49-5/8' 12' 90.0 90.0 90.0 90D 18• 90.0 90.0 90.0 90.0 24• 9DA 90.0 90.0 90.0 30' 90.0 90.0 90.0 90.0 36• 90.0 90.0 90.0 90.0 42• 90.0 MID 90.0 90.0 M. 90.0 90.0 90.0 90.0 52-1/8• 12• 90.0 90.0 90.0 90.0 18• 90.0 90.0 90.0 90.0 24' 87J 87.3 9D.0 90.0 1. 81.8 81.8 90.0 90.0 36• 78.1 78.1 90.0 90.0 42• )5.) )5.) 90.0 90.0 18• 74.5 74S 90.0 90.0 A• 12• 75.3 75.3 90.0 90.0 le, 66.5 66.5 90.0 90.0 24• 60.1 60.1 82.7 90.0 30• 55Z 55.5 756 90.0 36• 52.0 52.0 69.6 90.0 42• 49.3 49.3 64.5 95.9 48• 47.0 47.3 60.1 80.6 1 OR 2 ANCHORS AT EACH SIDE OF MUWON (AT WINDOW FRAME) IWFIGAL SEE CH FOR CMM v \ka A WINDOW WIDTH I PRODUTREVISFD es mmWYlm WiN Wa Fkm Dnil0ivg N89 ,& ) 0� h�lNeea No 6y A9MW3CaIIItl ,AN 0 5 2013 3./ (0T Zt e 00 n 0CL pup` Cuff O t2W 0 Og' 0209 0 dt1$ 2� LLz0= C69E ...'Fg D0. M1O-01 WOOD BUCK a: ' 4. ya N 0 a FW iC W TYNCA ANCHORS 1 OR 2 AT EACH SUE OF MULL{AT WINDOW T E) SEE SHEET 3 k 4 .. FOR CAPACIIT �} 3 n J EDGE DISf. - .. ANCHORS SIDE OF NULL a3k4 WOOD BUCK 1-1/4' MIN. D STRUCTURE AT EACH SEE TYPICAL ANCHORS AULL 1 OR 2 AT ChCH SIOE OF U SEE SHEET 3 3 4 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSMAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, FLANGE, FIANCE ADAPTOR AND TYPICAL ANCHORS: SEE OUN. FOR SPACING FLUSH FRAMES CAN BE USED 1/4' CIA, TAPCON1 By (F -125 KSI, FY-100 KSI) AT ALL ANCHORAGE CONDITIONS. 1/4���L�C���FLCO' (FU-In KSI, FY-155 KSI) 18 SMS (GRADE 2 Cn) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I INTO WOOD STRUCTURES FOR FIN FRAMES ONLY 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONIC. OR BLOCKS 1/2" MIN. EDGE DISTANCE 1-1/4MIN. 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) k14OR cc DRIIINR(GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 1 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE \/ \ ALUMINUM: 1/8' TMI MIN. (6063-TI MIN.) -I /\ I — \\ STEEL: 1CO THK. MIN. (FyMIN = 3B KSI MIN.) L1 \I (SIEA IN CONTACT WTRI AUMINUY TO BE PLATED OR PLANTED) --� SIC �ISTANCECAL EDP DI ANC WHEN USED THE MIN. WOOD INTO CONCRETE AND BLOCKS = 2-1/2' MIN. BUCK DEPTH SHALL BE 2%-.THE USE OF DEEPER OR INTO WOOD STRUCTURE = 1' MIN. BEVELED WOODBUCKS IS INTO METAL STRUCTURE = 3/4' MIN. PERMITTED. f � t n S Oo O Cp` cyO gym m O Log 0 obD, 2 mO LL 4Mm1 Q ZZo� WPE �WOOD AT HT H SILL IL JAMBS E = 0= MIN. Ph6AUCT i2"iA Iw CONCRETE O HEAD, SILL OR JAMBS fc = - PS]00 MIN. wuWya4l xNIN OeFMka 55111II III rYYY C-90 HOLLOW/FILLED BLOCK AT JA1(BS fm - 2000 PSI MIN. D`^I3na Dp3e �A�AA�PO �FO,gy�r �i .&rw��mo rNu 'D1. 1 �. ) OCENrp'.:'O •'i �2D a: EDGE 'Div.•. Rj I D• 0592 A e �', a FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. �fLL • TYPICM. ANCHORS x ALSO APPLICABLE TO SINGLE HUNG AND Q5 20,'P I OR 2 J TEOF dmwin9 no. `AT EACH SIDE OF MULL HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, 10a � M10—Ol FOR �AOIYnb EQUAL LEG OR FIN FRAME CONFIGURATIONS. SS/Q AI �NAA� z.505 2.� ].MO O65 ttP. 1.)45 9 1 O6S IYP. 3.1)5 �3.]3) 2.505 1A50 180 � I L 1.015 0w65015000 3.6J5 1.4z9 2.813 .550 .050 1221 .503.2F)SERIES SERIES I10SENPNEL S.H. WDW. FLeN FRAM S 130 SEMINEL WDW. EL NGE FReME H.R. WDW. eN FReM H ep H R WOW. eN FReM AMR SERIES 120 SFMINELRX. H.R. WOW. FLANGE FReME JAMB FIANCE ADAPTOR CCI-109 Q R z n S.H. WOW FL4NGE FRAME JAMB .H. WDW. eN. FReM H eD MI-11B MI-1J6 CGI-U5 MI-1D CCI-ll9 .BIZ �r,.S01 2.505 1.583 065 s 00, 1 aa�f� C O .065 2440 I ;.0065 ttR. J.t]s215501.]1.015JIB Z2.737 32503 O85 245.J45.500 .)45 2.346 � .030 1.J95 III��� J1.4995 8 V H.R. WDW, FLASH FReME HEep H.R. WDW, RUSH FReME JAMB SERIES 110 SEMINM S.H WDW H FRAMRUSHu SERIES 120 SEMINM H.R. WOW. JAM 6 C Zw c S.H. WDW. FLUSH S�A1!R S.H. WOW, RUSH F MF HaD CGI- lot 18FReMF SERIES 130 SENRNEL FlX. WDW H FReM FIN ADAPTOR i Cd %N 3 "> o n CGI-102 WI-100 CGI-119 CGI-110 9 i 1.015 r 1.015 1.140 9 ] Ups O 4A30 .jry J.66S 2.695 ].9]0 .� ].I65 2.885 0 Yn&td �. g: g tg g o �C$ y G z.aG� z.44o� H.R. WSpWIES e205E1MRNM I SERI6 120 SEMINEL BR- WDW. RMIIRH3 FReME 9LL 0RGp0Qf RENLSFD as �w�wlyNM wilfi lb Flatle n & o' 0I-138 lg'pLl nwldme &F. W... AN, {� TM <a ) �GENSE laid U 5 2[1g -�•••. TE OF +•� R DP+ 'o G,. Crowing no. M 10-01 Ss�p nl ENe. �////I1I1t11" sheet 7 of 7