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HomeMy WebLinkAboutProduct Approval --------------- MIAMI-DADS MIAMI-DADE COUNTY ME PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T 78 315-2590 F 786 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv CGI Windows&Doors,Inc. 10100 N.W.25" Street Miami Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"160 Sentinel'Aluminum Outswing GIazed Doors w/wo Sidelites-LMI PROVAL DOCUMENT:Drawing No.W13-01 Rev F,titled"Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)",sheets 1 thru of 13 of 13, inclusive sheet 1.1,prepared by AI-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad 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 Limitations: ' 1. See Design Pressure ratings single and double doors in sheet 2,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LA13ELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. 3 a 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. TERiVIINATION 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 a done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and 1 shall be available for inspection at the job site at the request of the Building Official. l sP J q g This NOA revises and renews#14-1015.04 and consists of this page 1 and evidence pages E-1,E-2&E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No.17-1226.05 MIAMFDADE COUNTY Expiration Date: August 08,2023 bZ���l2ui� Approval Date: February 22,2018 ; Page 1 yiy B f CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file 413-0226.06) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida,Inc.,Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem,P.E. 1 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 i Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, I issued by Certified Testing Lab., Test Report No. CTLA 3056WC(sample 43) dated 04/16/2015, signed and sealed by Ramesh Patel,RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(51 Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-13 00-02,-04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.T. DuPont DeNemours & Co., Inc. for their ' "DuPont Sentry Glass ®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex clear&color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core", expiring on 12/11/18. Jorge M.masencia,P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2018 s E-1 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises#13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14&#12-0553, dated 04/25/12 approved by RER. a 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F, titled"Series Sentinel 160 Alum Outswing Door(L.M.I./S.M.I.)", sheets 1 thru of 13 of 13,inclusive sheet 1.1,prepared by Al-Farooq Corporation,dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad,P.E. B. TESTS i 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, j signed and sealed by Idalmis Ortega,P.E. i C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 61h Edition (2017),prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad,P.E. j 2. Glazing complies w/ASTME-1300-09. D. QUALITY ASSURANCE II 1. Miami Dade Department of Regulatory and Economic Resources(RER). orge M.Plasencia,P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2018 E-2 r CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their"Sentry Glas®(Clear and White)Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA)for their "Saflez Clear& Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA)for their "Saflez CP-Saflez& Saflez HP Composite Glass Interlayers w/PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America.,Inc. for their"Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017) and of no fniancial interest prepared by Al Farooq Corporation,dated 11/13/17, signed and sealed by Javad Ahmad,P.E. G. OTHER 1. This NOA revises NOA#14-1015.04, expiring on 08/08/18. 2. Test proposal#16-0947, dated 07/26/16, approved by RER. j3 i s 8 3. orge M.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2018 E-3 � a I I 3/16'ANN. GLASS 3/16'HEAT STREWD GLASS 7g� '. 3.075°Saflex CPWith PEr Care -075°Saflex CP With PET CoreBy'Eastman Chemical Co,' By'Eastman Chemical Co.'.090'Saflex Clear And Color Glass .090'Saflex Clear And Color GlassINTERLAYERS By'Eastman Chemical Co: INTERLAYERS By'Eastman Chemical Co.' OgN � v 090'SentryGlae .090'SentryGlas By'Kuraray Americo, Inc.' By 'Kuraray America, Inc.' p .090'Trosifol PVB -090'Trosifol PVB By'Kuraray America, Inc.' By'Kuraray America, Inc.' O MI 0 3/16'ANN.GLASS 3/16'HEAT STREWD GLASS ( SILICONE SILICONE O DOWSIL 995 DOWSIL 995 Q =10 DOWSIL 899 - DOWSIL 899 GE-1200 GE-1200 LL 2 In r as a1 i I'I \ Q Zigij F 38IL it I I 11 I \ 1.1 N O \ / N Q W R 53 AT 1/4 POINTS 53 AT 1/4 POINTS So •p C GLASS TYPE 'A' GLASS TYPE 'B' B g 7/16'OVERALL IPM.GLASS 7/16'OVERALL LAM.GLASS '— $^ 0 M d v� SERIES SENTINEL 180 GLAZING OPTIONS z ^ 30 ALUMINUM OUTSWING DOOR W/ SIDELITES v�g APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. I SIDE LRES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS PRODUCT REVISED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. as com 1 in with the Florida 1 DOORS WITH SADDLE (ADA)THRESHOLD NOT APPROVED FOR WATER Building Code $: INFILTRATION RESISTANCE. NOA-No. 77-1226.05 `o l3 Expiration Date 08108/2023 u#6 g THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE By ru z m rc INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). Miami-D a Product Control 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. DOORS/SIDELTTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. o o?g ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS- SHUTTERS ARE NOT REQUIRED. •� o'' AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS As FOI10wsa W y MATERIAL SHALL .BE BEYOND WALL DRESSING OR STUCCO. 111111{III ffrYy A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ALL SHIMS TO BE HIGH IMPACT, NON-MErALUC AND NON-COMPRESSIBLE. ON WIND VELOCITY, BLDG.HEIGHT,WIND ZONE . ...•.... USING APPLICABLE ASCE 7 STANDARD. �r'•�36BNS8 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT FOR SINGLE (X)AND DOUBLE(XX)DOOR CAPACITIES FEB 15 yp�g o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 _ REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. SEE SHEET 2- _ 05� THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 3 FOR SIDELfTE PANEL(0) CAPACITY SEE SHEET 3. FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY STEP4 FOR SLDELTLE COMBINATION WITH DOOR OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR SEE MULLION CAPACITY CHART ON SHEET 4. A OF 'ly`` drawing no. WATER INFILTRATION RESISTANCE ETC. 'i Rt N.,CONW13-01 ANDTONS NOT SHOWN IN THIS DRAWING BE REVIEWED BY BUILDING OFFICIAL E TO BE ANALYZED SEPARATELY, STEP 5 AANND 40 SEST VALUE HALL APPLYRESULTING TO EENTIRE�SYSTEM.OM PS 2 3 yffefll 1111L1 sheet 1 of 13 �v U O I m 3 0 qq a 46 p 0X-15 O �N O G I'n Oourm go e �o 3/16•TEMPERED GLASS 3/16'TEMPERED GLASS 3/16'TEMPERED GLASS =vi 3/8'AIR SPACE 7/8"AIR SPACE 3/8'AIR SPACE abm� � 3/16'ANNEALED GLASS 3/16'ANNEALED GLASS 3/16'ANNEALED GLASS 0 .075'Interlayer .090'SentryGlas ^' .090'InterlayerBy Kumray America,Inc.' N Saflex Gear And Color Glass Saflex CP With PET Core INTERLAYERS� U 0 By'Eastman Chemical Co.' By'Eastman Chemical Co.' .090'Trasifol PV6 v C I By ,,--ray Amari..,Inc.' in 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN-D GLASS o SILICONE SILICONE SILICONE O DOWSIL 995 DOWSIL 995 DOWSIL 995 DOWSIL 899 DOWSIL 899 DOWSIL 899 0 N W GE-1200 GE-1200 GE-1200 C k,1 cIv 38N36 \1212XL EDGE SPACER ... ._ I_ r r 1 XL EDGE SPACER XL EDGE SPACER . . .ST.STEEL BY'CARDINAL' it i� ST.R STEEL BY 'CARDINAL' I: ORSM BY•CARDINAL'OR DURASEAL BY'OUANEX' OURASEAL BY'OUANIX' DURASEAL BY'QUANIX' OR OR �o OR SUPER SPACER BY'OUANEX' \ SUPER SPACER BY'OUANEX'SUPER SPACER BY'QUANIX' L+ \ 0OR Sc \ / OR \ OR KODISPACE 45G TPS BY'KCMMERUNG' / KODISPACE 4SG TPS BY'KOMMERLING' KODISPACE 4SG TPS BY'KOMMERUNG' 53 AT 1/4 POINTS 53 AT 1/4 POINTS 53 AT 1/4 POINTS Gr.ASS TYPE 'C1' GLASS TYPE 'C2' GLASS TYPE 'C3' a a I.OVERALL INSUL LAM.GLASS 1'OVERALL INSUL LAM.GLASS 1'OVERALL INSUL LAM.GLASS c PRODUCT REVISED — g as cam 1 Ing with the Florida m Building Coda GLAZING OPTIONS NOA-No. 17-1226.05 ' Expiration Data 08/08!2023 c o BY Mia a roduct control i m o c ��`L1111111�Txyy'' n ......... FEB 5 1D18 '� oENSE o.70592 j S OF •�/_`� drawing no. W1 3-01 F ���f1 O�j�1I1�111��` sheet 1.1 of 13 HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE Ih •m o SHIM 'A' '8' 42' 2 ANCHORS 81 1/2' 1/4' 4 4 DOOR FRAME WIDTH TYPE A', 'B'OR'C' DOOR FRAME WIDTH 3/8" 6 6 6 0 h AT STILE ENDS 6'MAX SEE CHART FOR QUANTITY 1/2 6'MAX. 3' HEAD/SILL 3' 6' 3- vin' p HINGES HEAD/SILL HINGES CORNERS HINGES NO`-e u SEE NOTE CORNERSA .� SEE NOTE A - _ SEE NOTE A N 8 BELOW t 1 BELOW / BELOW O I+1 I C)o�H p0I M. 0 aoo0 / / \ 'a - FL BOLT z DET % o 0 SEE ISH 11 C F{ o v a 3 POINT LOCK iJLyt a w m a N o / ====[IXe x _ SEE SHEET 10 1 J 00 Li- in W cq u u e II - Ij3w� o ACTIVE - ACTNE _ NACVE ' 3p •tpt 0 28 1/4' 28 FiEi 28 1/a"D.L OPG. 2 ANCHORS D.L. OPG. D.L. OPG. TYPE'B /a'' 4 ANCHORS SURFACE APPUED SINGLE OR DOUBLE DOORS f AT S TILE ENDS TYPE'B' FALSE MUNTINS WITH SADDLE (ADA) SILL f AT STILE ENDS MAY BE USED TYPICAL ELFVAPON o 71�ICAL ELEVATION HINGES: ( X ) DOOR OPTIONS ( XX ) a'X 4-1/2'BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8'FROM EACH END m U INTERMEDIATE HINGES EQUALLY SPACED SINGLE(%) OR DOUBLE(XX)DOORS LOAD CAPACITY-f PSF LOCK SETS: (3) HINGES PER LEAF UPTO 35'LEAF WIDTHS(STD.THRESHOLD ONLY) CLASS TYPES'A', 'B','Cl'.'C2'&'C3' SCH=SCHLAGE (4) HINGES PER LEAF ABOVE 35'LEAF MOTHS(STD.THRESHOLD) _• n FRAME LEAF THRESHOLD TYPES LOCK SEfS INSUL GLA55 SPACERS CC-COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS(SADDLE THRESHOLD) BLD a BALDWIN o o WIDTH()f) WIDTH(XX HEIGHT WIDTH ADA SCH I. CXL K00 DUAN : g^c 37-1/4' 72' 96' 35' 80.0 70.0 80.0 80.0 80.0 80.0 B0.0 80.0 GLASS INSULATORS: m o=o CXL CARDINAL XL c W 42' al-1/2' 39-3/4' 80.0 70.0 80.0 80.0 70.0 70.0 80.0 - KOD_ IL 111111 0 NOTE: OU =KODISPACE OUANIX DURASEAL \\\\���e0! 1N,', VERIFY COMPLIANCE 1VTT}i EGRESS LIMITATIONS SUPERSPACERMfiAT10NS WHERE REQUIRED. � •JGENSF 1 n � FEB 1 5 2018 (� NO EH BOLTS AND LOCKS MUST BE PRODUCT REVISED - No 0592 - .. •. a a ENGAGED TO HFAO AND SILL DURING as complying with the Florida NOTE: PERIODS OF HURRICANE WARNING. Building Cade GLASS CAPACITIES ON THIS SHEET ARE DOOR D.L.O. DIMS, NOA No. 17-1226.05 \ `) I ({�� Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT = FRAME HEIGHT - 12.875' Expiration Date 08/08/2023 p ;• �` AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75' ��i�Ss+' ••• ��?\\ W13—01 DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 M1aml-0 rodeo Gontro A/AAS®�ALL7�11` sheet 2 of13 43 1/8" 165 iJZ-MAX. 6e� 5@ELITE WIDTH 42• $1 tj2' 42^ 1 _ SIDELITE WIDTH DOOR FRAME WIDTH SIDELTIE WI SEE CHART FOR QUANTITY HEAD QUANW CORNS IS fi MAX. 3" 6' 3" AT STILE&ANCHORS ENDS 08 "? `'d CORNERS 2 HEAD/SILL -^�jI ---....��{ ANCHOR TYPE r IL CORNERS A ,,Y•' _ "-_ SHIM .A' .8` .C' �R N 4 g1 v 1/4' 4 a 4 a Lu H H a A U// w yrrt =_ ___---ter---- 4 Q ° FLUSk6o J ii z o+" H J 1 SEE SH 11 I I Q w vii,o =-==�Ir== _====ma��c==❑== J m S m C -1 'f • 3 OINT LOCK ° ___f I m y .I, __- FASTENERS SAME LOCATIONSO °" ci s ��• S SHEET 2 10 t _-'� y__�..^o ,(✓ AS ANCHORS SHOWN ON m J '/ { t n__ ,3 - - a m \ 1I1 I{/! II a � S O A U 0 L75n \ u QLj V' c� N m JLJ AC I INAClNE - e p 3 r7 n G m m ari 11a d E. 37 1/8' i° B D.L.OPG. ° y oz 37 T/8^ 28 1/4' 28 1/a^ 37 1/8" 'O v U r0 i]E'1C96 F6E�9Lb D.L OPG. D.L OPG. L OPG. D.L OPG. C=.� ( O SURFACE APPLIED 4 ANCHORS NTINS SIDEIM LOAD CAPACITY-PSF TYPICAL ELEVATION TYPE'S' FALSE MUSED _ MAY BE USED OR STAND ATAITE STATIONARY PANEL(0) AT ON AND G r GLASS TYPE GLASS TYPE ( OXXO MULLION ENDS GLASS-TYPES ' FRAME 'A' •0`, C7' 'C2' •C3' n iS mom HEIGHT EXT.+) INT.(- EXf.(+) INT.(-) EXT.(+) INT.(-) SIDELTTE OPTIONS o 30' 80.0 80.0 SO.G Bo.O 80.0 80.0 NOTE 33° 80.0 BD.G 80.o Baa 80.0 80.0 THE FRAME AREA OF ALTERNATE SIZE MUST NOT o 36" 84' 80.0 80.0 Box 80.0 80.0 EXCEED TESTED FRAME AREA= 110.3 SQ. FT. v z s a g 37-1J8' 80.0 80.0 80.0 80.0 800 BO.o RS THAN 37-1/8' 1 I ITA FOR SIDE1 RFS ' 39" 80.0 80.0 80.0 80.0 80.0 80.0 WIDER THAN EIGHTS'ONLY. 80.0 80.0 80.0 50.0 80.0 80.0 90"&96'HEIGHTS 42' m m FOR GLASS TYPES`C2`&'C3' 30" 80.0 60.0 80.0 84.0 80.0 BOA QUANEX DURASEAL& SUPERSPACER NOT ALLOWED 33" 80.0 80.0 80.0 So.O 80.0 80.0 FOR GLASS TYPE'C3' c 38` 90^ BOA Bo.o 80.0 64.0 00.0 80.0 CARDINAL XL(DMR MAX.LOADS TO*70.0 PSF) 37-1/8• 60.0 84.0 80.0 80.0 80.0 50.01 39' 80.0 84A 60.4 80.0 00.0 80.4 FEB 1 5 2018 l: a�••' GENSF••.• '?,.' o tv q2" 70.0 74,0 80.0 80.0 o t' 34' 80.0 00.0 64.4 a4.4 ao.o aa.a PRODUCT REVISED �i0592 0 k _ as complying With the Plodda 33• B0.0 80.0 80.0 80.0 80.0 811 Building Code - NOA-No, 17-1226.0$ -•.0 i• �,"� 36' 96" BO.b 80.0 80.0 BOA 80.0 80.0 SIDELITE D.L.Q. DIMS. Cf(.- 37-tj6^ BOA BO.o 80.0 80.0 e0.0 80.0 D.L.O. HEIGHT = FRAME HEIGHT- 12.875" Expiration Date OS/g8/2023 78 •�dg� drawing na. 39• - - 70.0 70.0 .60.o s4.4 D.L.O. WIDTH SIRELITE WIDTH - 6" STAND ALONE SIDELITE ONLY ......, 70.0 70.0 60.0 90.0 D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELLTE TO DOOR ONLY MI o ro uct on o ��/����L1L�tY`A` 11 tt sheet 3 of 13 DESIGN LOAD CAPACITY- PSF DOOR DOOR DOOR DOOR Z5i DOOR SIDELITE SIDELITE TO DOOR MULLION FRAME SIDELffE SIDELTIE FRAM SIDELTIE FRAME SIDELTTE FRAME SIDELTTE LEAF FRAME (SEE NOTE BELOW) WIDTH WIDTH WIDTH `WIDTH `WIDTH WIDTH WIDTH WIDTH �V M WIDTH WIDTH HEIGHT INCHES INCHES INCHES EXT.(+) INT.(-) z y a J 24 80,0 80.0 30 80.0 80.0 C / /H H33 /r i•. rH C i• i /C Q 6 'S // / % /% i/ /n\ 1%O o 80.0 80.0 /? / /' / N 36 39-3/4 84 50.0 80.0 37-1/9 eo.o a0.0 \ \ \ / a E 39 80.0 80.0 \ \ \ / 0 G w�+ 42 80.0 Baro 24 80.0 80.0 z $ 30 80.0 80.0 ®a O 33 80.0 80.0 oX) (oxo) (xox) w In 36 39 -3/4 90 60.0 80.0 )) LL z a_o 37-i/8 80.0 80.0 SIDELITE ODOR FRAME SIDELRE DOOR FRAME SIDEUTE 3 u 0 39 80.0 80.0 WIDTH WIDTH WIDTH WIDTH WIDTH Q A f 42 80.0 80.0 O 24 80.0 80.0 30 80.0 80.0 / \ \ `� 33 80.0 80.0 H J Al- 33 E V /6 l/ /' 36 39-3/4 96 7a.3 78.3 m �/ , 37-1/8 77.2 77.2 w c 39 75.4 OO 42 72.6 72B L�--Zi- SIDELITE MUWON_/ {�0) DOOR S TILE (OXXO) 0END ANCHORS l )) `END ANCHORSSEE SHEET 3 SEE SHEET 112 EAF WIDTH 69SIDEUTE WIDTH DOOR FRAME WIDTH 6 8 SINGLE(X)42 MAX.DOUBLE(XX)81-1/2-MAX. Wu TO DOOR NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) NOTE: AND FLORIDA BUILDING COMMISSION FOR DOORS CAPACITY SEE SHEET 2 DECLARATORY STATEMENT DCA05-DEC-219 FOR SIDEUTE CAPACITIES SEE SHEET 3. til Illi O FOR SIDEUTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELTTE, DOOR/SIDEUTE .� =' OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. "'•;YJ J� t o' PRODUCT REVISED 7D5g2 a as complying with the Florida FEB 1 5 ���0 _ Building Code D NOA-No. 17-1226.05 W: Expiration Date 06/0812023 •�Q4/` drawing no. By_ .� W13-01 Mia -0a roduct Control ���� yy� �`` sheet 4 of 13 I EDGE DIST. TYPICAL ANCHORS � i SEE ELEVATIONS o FOR SPACING In L OONCRETE.'' t J MOS�N I C O t4i I `41 i i V a K M D Qaoa e e 11 I , O 13tia t t ffi 1naa l i t d ruME! F i 1 a U'z�-w I �Z� II 3 G ! O pi vn Ci w t4 0 III B SN o Q o �Wi g N M I u 1 I r :Wi i i II Z, a I I ( iii aso ti r-I _-r PRODUCT REVISED I POURED @ HARDENED i l I as camplying with tho Florida 2 as t I I euildln CCoodds i I NIGH STRENGTH GROUT 4q 1 1 i D v z I I f'c�5000 PSI NW. � � NOR-Aia 17-1225.05 NOT BY CGI WINDOW 43 MUST TRANSFER SHEAR p I Expiration Date 08/0812023 a I I 1 LOADS TO STRUCTURE v+n m \•/ I t 4l LOAD DEARWG 47 I I DY i t I r 39 I I I ,a (SOUD SHIMS 51 I i i f+7lafii-D ro eCk control o g?m OPTIONAL TO GROUT) > m 40 I I t " ouawi.. 8 FEBZ 51010 "tY,11111N,, • a .V. •.•.. ° TYPICAL ANCHORSTYPICAL N•' 6 .. a SEE ELEVATIONS ANCHORS °•'EDGE DIST. SEE ELEVATIONS v3 :i7_ o t EDGE( OISL FOR SPACING '•° FOR SPACING OF ��� drawing o Oa i ! SADDLE (ADA) THRESHOLDW13—Q1 ` srANDA6D�•. RE)_ES,HDLD '•��'yr` ..° ...RESISTANCE NOT I APPROVED FOR WATER INFILTRATION RESISNOT APPROVED FOR WATER INFILTRATION RESISTANCE DOOR DETAILS ''`'S,Bill +"' `` sneet s of 13 LIMIT MAX. DESIGN LOADS TO *70.0 PSF Y1 I f I 18Y WOOD BUCKcOi SEE NOTE SHEET 1 2BY WOOD BUCK `J� o OGE DIST.. OR I WOOD STRUCTURE METAL _________________ CONCR : SEE NOTE SHEET 1 STRUCTURE I I MIAMI-DARE COUNIY APPROVED I j Z m '� EDGE EDGE DIST. II CLIPPED MUWON II O F I I SEE SEPARATE NOA _______�� I'd ;N 0 �G O u � O 0 I.O.C LL O � o_ OONn ILG'�7 iV m tsil m N � A S N � V p uI el \ S TYPICAL ANCHORS TYPICAL ANCHORS a 2 e� O SEE TIONS SEE ELEVATIONS a 0 C TYPICAL ANCHORS J TYPICAL ANCHORS FOR PACING FOR SPACING O SEE ELEVATIONS SEE FOR SPACING FOR SPACINGNS I0¢u1 Z N LL Z N LL o :I�m�a 0 ><Fcv) �\ WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS JMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. STYPICAL ANCHORS: SEE ELEV.FOR SPACING c TYPE 'A' 1/4" DIA, ULTRACON BY 'FLCO' (Fu-177 KSI,Fj=155 NSI) MIN. LENGTH = 2-3/4" o m N m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �O3 n 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 B BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) -s r� 1-1/4' MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) U^� O TYPE 'B'- 1,/4" DW. ULTR.ACON BY 'EI-CO' (F-177 KSI,FY-155 KSI i MIN LENGTH = 2-3/4" 1 DIRECTLY INTO CONC. OR BLOCKS 3 a 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) °o a 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) PRODUCT REVISED o` as complying with the Florida - w Building Code CIA- TYPE 'C'- 1/4" DIA. TEKS OR SELF DRIWNG SCREWS (GRADE 5 CRS) NI CIA-Ma. 17-1226.05 �a INTO MIAMI-RADE COUNTY APPROVED MULLIONS Expiration Date 08/08/2023 0 OR { INTO METAL STRUCTURES (HEAD/JAMBS) By ,• { (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS Miam-Dad mouct Control ALUMINUM: 1/8" THK. MIN. (6063-TS MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) EL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEFEB 1 5 2018 TYPICAL EDGE DISTANCE = - INTO CONCRETE AND BLOCKS = 2-1/2" MIN. ` '•' C�sF' �% ,� INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. N 0592 s $ WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. OF (a C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. DOOR DETAILS ,rgQ11�11N�� sheet 6 of13 I I ! | / i ' ' TYPICAL ANCHORS SEE ELEVATIONS FqR SPACING 19 22 25 rf .'•EGGE'bIST.T K MATING JAMB FASTENERS 45 FOR LOCATIONS LC C .0 ONCRE tt 1 242 2 5 45 SEE DOOR JAMB SPACING ON SHE2&3 00 0 ix1r0,o a 0 PRODUCT REVISED it as complying with the Florida z 7 33 41 14 4 Bu,,dn9 Code 14,-R-- EtL XTERIOR HOA-Ho. 17-1226.05 302 44 Fxpiratlon Date 08108/2023 1u 02 OL LEAF WIDTH_ I. Z11- j 81-112'MAX.DOUBLE(XX) 0) 0 0 ff in Lj in c 1/2-MAX. 0 1 1 , m LOADSBEARING. 3,C-4 A HIM MATING JAMB FASTENERS m 0 45 FOR LOCATIONS ci .0 3 CONCRETE 4 15 3 5 2 SEE DOOR JAMB SPACING ON SHEETS 2&3 OR ;�. A MASONRY•' TI 41 4 8 o 39 35 6 13 EXTERIOR D.L. OPG. LEAF WIDTH TYPICAL ANCHOR SIDEIME WIDTHDOOR FRAME WIDTH S 4'LONG-1 42'MAX SINGLE(X .46 16 SEE ELEV. 81-1/2'MAX.DOUBLE(XX) FOR SPACING FRAME WIDTH APPLY SEALANT 0 10 F-J®r,71 ,NG-j I. BEFORE MATING F81 61018 7 2 mzs N. NOTE, LJM[[ SHIM TO METAL STRUCTURE AT JAMBS TO 3/8' EOF • fdr-wing rfo. TYPICAL ANCHORS EDGE DIST FOR SEE ELEVATIONS SIDELITE DETAILS SPACING1111/1 111 X111\ sheet 8 Of 13 ITEM PART Na. @UANTI'C'Y AkSCRIInTON MA'I'EI-T6 MFG./REMARKS /r DUMMY !f! I 1 AL-189 AS REQD. FRAME HEAD&SILL 6063-T6 KEYMARK/SARA --------------- 2 _-- --_ //pp���V � 2 AL-190 AS REQD. FRAME JAMB 6083-T6 KEYMARK/SARA 1 24 r ~�l rtt pl 3 AL-196 AS REQD. SIDELiTE HEAD&SILL 6063-T6 KEYMARK/SARA �--r---� J 3 4 AI.-197 AS READ, FREE STANDING SIDEL(CE JAMB6063-T6 IKEYMARK/SARA ACTIVE LEAF 31 INACTIVE LEAF 5 AL-198 AS REOD. MATING SIDELITE JAMB 6063-T6 KEYMARK/SAPA Z ry a 6 AL-193 AS REOD. PANEL 70P do 84TTOM 5053-TS KEYMARK J SADA -tRI ItU � p0�o 1pj 7 A1.-194 AS REQD. PANEL VERTICAL STILE 6063-T6 KEYMARH/SAPA s o 8 AL-199 AS REOQ. SHEAR BLOCK 6063-T6 KEYMARK J SAPA 4 AL-191 AS REQD. FRAME HEAD&SILL SCREW COVER 6063-T5 KEYMARK/SARA 4 �C 10 AL-192 AS REQD. FRAME HEAD&SILL SLANTED SCREW COVER 6063-75 KEYMARK J SAPA S1 AL-721 AS REQD. GLALNG BEAD{7/1S'LAM.) 6063-T5 KEYMAIiK/SARA OPERATION OF DEADBOLT 37 2 T--Y Q'O W o 12 AL-123 AS REQD. GLAZING BEAD(1.000"INSUL-LAM.) 6063-T5 KEYMARK/SAPA OPE KEY FROM THEC � 0E0a 13 AL-200 AS REQD, SHEAR PLATE EXTERIOR OR THUMBTURN EXTERIOR 1 1 tq 6463-T6 KEYMARK J SAPA FROM THE 7NTEWOR) �--1-'------------ 14 �t�rX AL-195 AS REQD. ASTRAGAL 6053-.T5 KEYMARK/SAPA ACTIVATES THE THREE-POINT' ---------- SCREW l Z 1b AL-508 AS REQD. FREE STAND JAMB SCREW COYER LOCK MECtWNCSM -____ -� Q w apj o 6063-T5 KEYMARK J SAPA REGARDLESS OF LOCK SET 18 AL-540 q5 REgp, SADDLE THRESHOLD(ADA COMPLIANT) 6063-T6 KEYMARK/SARA OPTION INSTALLED. SECTION A7 D£ADSOLT LOCK 17 HD-4503PL AS REQD. THREE POINT LOCK ASSY.(AT ACTIVE PANEL. USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 H°-1204 AS RE= FLUSHBOLT ASSEMBLY(AT INACTIVE PANEL,USED BY ALL OPTIONS) ALLOY,STEEL. CIX PROPRIETARY 19 HD-5455 PASS AS REQD. LEVER LATCH LOCK,AT ACTIVE PANEL 5 a 20 HD-5455 AS REAR GUMMY LEVER,AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 21 HD-8231 AS REOD. DEADBOLT(THUMBTURN),AT ACTIVE PANEL 19 25 0 2 26 d n 22 J10 TOR605 AS REQD. LEVER LATCH LOCK A7 ACTIVE PANEL �X 23 J10 TDR605 AS REQD. DUMMY LEVER,AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE o o 24 J060 AS READ. O n DEADSOLT(THUMBTURN),AT ACTIVE PANEL O LX 25 HD-34-10116 AS REQD. LEVER LATCH LOCK,AT ACTIVE PANEL 3X 'C; W 26 HO-34-10116 AS REQD. DUMMY LEPER,AT INACTIVE PANEL LOCK SET OPTION 3 BRASS,STEEL COPPER CREEK ACTIVE LEAF INACTIVE LEAF 27 HD-082410 AS REO°. DEADBOLT(THU1,513111"),AT ACTIVE PANEL O=CXo 28 HD-537 AS REQD. LATCH LOCK STRIKE PLATE S.STEEL ,•- 2BA - 2/PLATE J8 X 3/4-PHP.FH SMS(STRIKE PLATE ATTACHMENT) S.STEEL - — __ O (rjt 3 29 HD-538 AS READ. DEADBOL7 STRIKE PLATE S.STEEl C Z 29A - 2/PLATE JB X 3/4'PHP.FH SMS(STRIKE PLATE ATTACHMENT) S.STEEL - - r.Tn LL 30 HD-536N AS READ. LATCH LOCK STRIKE PLATE SHIM NYLON CGI o " 31 HD-390P AS REQD. LATCH LOCK&DEApBOLT STRIKE PLATE TRIM NYIAry (x;I 28 211f C.) 0)0:9 32 HD-STRIKE BOX AS REQD. LATCH LOCK&DEADBOLT PROTECTIVE OUST BOX NYI..ON CGI EXTERIOR 33 HD-525-9-REV 2/LOCK MECH. BOLT LOCK ASSEMBLY S.STEEL CGI 33A HO-533C 1/FLUSHBOLT FLUSH BOLT GUIDE(TOP&BOTTOM) I CAST(ZINC) CGI 34 HD-CH-108 4/LEAF 4-1/2'x 4'HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEPER LATCH LOGIC T4 35 HO-AB800-US32D 4 JLEAF 4-1/2'x 4'HINGE BRASS MAGER 36 HD-ABSOO-US 4/LEAF 4-1/2'z 4'HINGES.57'EEI_ HALER o 6 8 37 03/8'-16 ROD 2/LEAF 03/8'-16 FULLY THREADED ROD(LNC PLATED) STEEL _ 3w3 38 WS-3B2V AS REQD. GLAZING BULB(OUROMETER 75/80) PVC PROTOTYPE a 4 g 39 WS-W33321 AS REQD. .157'x 320'ULTRA SOFT FIN WEATHERSTRIP ULTRAFAS g 40 HO-203 2/LEAF SHOOT BOLT PROTECTOR,AT DOOR FRAME HEAD&SILL FVC - SEALARTTS: 41 HD-12•-10°42 AS REOD. .35°'REACH POCKET SFA-(FRAME PERIMETER GASKET) - AMESBURY M- JOINTS AND FRAME CONNECTIONS SEALED WITH o°' r a 42 WS-32011 AS REQD. FOAM-TRE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURYALL O-e--° _ GE SCS2000 SILICONE SEALANT• .E2 43 HD-CLIP ANGLE 2/EACH 2 z 2 x f/4'0111 ANGLE(ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM > a v o m r 44 - 3/CORNER 110 x 1-1/4'PHP. PH.SMS. (PANEL&FRAME ASSEMBLY) S.STEEL - PRODUCT REVISED 45 - SEE ELEV. 114 x 3/4'HH.TEK(MULLION ATTACHMENT) S,STEEL - 25 complying with the Florida X111111 I I I FI 7 11 46 8/HINGE,4/CUP 112-24 x 1/2'PHP. FH.UC.THREAD FORMING S. STEEL Building God,NOA-No. 17-1226.65 47 - 2/EACH }6 x 1/2'PHP.TH.SMS.(ASTRAGAL ATTACHMENT) S.STEEL Expiration Date 0 8)2023 I m 48 - f/EACH X10 x 3/4'PHP.PH.SMS. (BOLT LOCK/FLUSHBOLT GUIDE ASSY.) S.STEEL - B FEB 1 PJ 2Q1& N0. 2 o n d may. 49 03/8'-16 NLIT 4/LEAF 0318"-16 SERRATED-FLANGE NUT(ZINC PLATED) STEEL _ y A [tT D Miami- ad ro uct Oantro 1 S 50 - 2/FLUSHBOLT }'8-32 x 1/2'PHP.PH.MS.(FLUSHBOLT ASSEMBLY) S.STEEL 51 HO-DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL),SECURED W/#6 x 1/2'PHP.PH.SMS. ALUMINUM SCREEN TECH �^ 52 HD-34-10003 X/SCREW HOLE INSTALLATION SCREW HOLE PLUG(AT DOOR FRAME JAMBS ONLY) NYLON dW13-011 Ara•fwinZg tn�a. 53 2/LITE SETTING BLOCKS Yt`t J—V ♦ EPDM DURONETER 6015 SHORE A 'Y7r/�j��ftj41L�A``` sheet $ O}'}3 I PANEL HEIGHT Z I 0 0 N A o o OI 0 to =:I 0 0 Z 0 re z z 0 z 0, o 12"FROM EACH END.TYP. 1/2- en 0 z -7 M 0 ij 0 2. % G-1 1.11 d.W,. 01-03-13 revisions: SgEs SEMEL 160 ALUM OUTMG DOOR(1-M.L/S.111) AL-FAROOQ B no a e escri lion CORPORAT1014 a CGI Windows and Doors, SUDWJEW ENT �E I WIndo Inc. 60SUNSETDRIM rrE220PM C 05.14AS NO�GE MS SHEET ]ENGINEERS&PRODUCir p dr.by: TARIO 11 11,01,11 NO�. 100 NW 9 E 11.16.17 GENEM REVMO. F�'� . . 25TH STREET MIAMI,FLORIDA 33173 (C-A.N. 3538) 0 F DIAFAX.( 300)2G2-6978 10 CHANIE THIS SHEET MIAMI, FL. 33172 TEL(305)264-8100 ==, 305)262-6978 C TEL(305) 593-6590 FAX. (305)593-15592 COMP-ANL -alCGI _ I u p I IL v U A4TRPGPI �A o I On IDCR ONnLTNq ST°E 6 0 ao�$O{p��„� ° i I � jl ooh; j aMmm o 0 a.a<S I I U) aim€� U n C I n �0 wri C C OWN m !D C Z h _ 'tiO 18 3 O O Ed Fwsnear !_ O ac�wmrc i PRODUCT REVISED as complying with the Florida o Building Code W W O A -N g 17-1226.05 Expiration Date 08/08/2023 H BY M Oa roduct Control m n ! NOTE: w i FLUSH BOLT AT INACTIVE STILE e a (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) e o FEB 1 5 2010 .I �,.• OF ./y�� drawing no. I W13-01 LOCKED POSITION UNLOCKED POSITION �r�/�ji�j�jjlttt` sheet 11 of 13 3.825T� . r 125 1.62, .750 z 1.590 -.080 2 t; .100 F 1.587- 4.495 5.500 FRAME COVER QI DOOR FRAME HEAD/SILL L 3.625 0 1.410 it 2E; 1.625 To K r- P & BOTTOM RAIL 5.500 SILL.COVER Oso 6.438 .075 .d65 t.828 1.440 00 to Cl w A75 1.X63 4.495 -0 -1.755 LHINGE & LOCK STILE ctr 0 SIDELITE TOP & BOTTOM FRAME 15 SiDELITE JAMB COVER .0 z,2 226- 125 .135 A 1.070 1 .185 Soo .805 -.245 A .625 F-1 4.000 L 1.622 PROdoDU'*CT It1�Sh2 -.19 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE SADDLE THRESHOLD ppw ,-F;15 ; 1.810- 3.005 675 1.125 2.000"05- Expiration Date 0810812023 50 By 0 0 -oc in-:-D*jFrfrcductC*ntml 0 g .120 1.462 .09D .3101 .09D 080 1.184 .080- .75 120 4.000 LASS STOP (LAM..GLASS) 4.WO G 4.000 75- FEB 15 2018 .500 .070 .505 120 125 G 2.388 1.4-65 1.465 N 92 1.225 OF no. JAMB SIDELITE FRAME JAMB SIDELrrE MATING JAMB AL DOOR FRA GLASS STOP (INSUL. LAM. GLASS) x p5 i of�. 5. Ay 2 x�C1 b p 0 \\�\V o 7q Oo x"i WT i \ m m U l 4 Araaaaaaa • /fes_-.D -� I m N x O F1 t � (S l ----------- is 1� w \ o Z 10 2 X11 ..._..,__..., y r '�� X CCN \\ \t/ a _�•��•• •.;9�% m 9� ro m: n m N oy } ii 111 It YJ� unn71 m1* 1tr6vislonst $OfdES SeflM 160 At�M OUMING DOOR 4M.1. M.I. AL-FAROOQ CORPORATION no o e "" escri lion -- t } ENGINEERS&PRODUCT DEVELOPMENT c 6s1{.7 No aaNCETllS: ET CGI Windows and Doors, tnc.0 O6.OS.15NO DNNGE 7165 SHELT 9350 SUNSET DRIVE,SU1TE 220OE 77.16.}) �rpy,6�yy,�ppi10100 N.W. 25TH STREET MIAMI.FLORIDA33173 (C.R.M 353$) fni 01,13.11 NO CHANGE 1,16 SHEE) , .. 33172 TEL-(305)2048100 FAX(305)262-6976 6rchk bY• 1'EL.(305)593-6590 FAX (305)503-6592 COMP-ANL W73-07 CGI M IAM 1-DiADE MIAMI DADE COUNTY,FLORma ROM PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599. NOTICE OF ACCEPTANCE OA www.miamidade.eoy/building CGI Windows and Doors,Inc 3780 W 104 Street Hialeah,FL 33018 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: one:DESCRIPTION:Series"Sentinel 130";Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.PW130LMI-NOA,titled"Sentinel 130 Alum Fixed Window _ &M.I.)(S.M.I.)",sheets 1 through 7 of 7,dated 05/22/19,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,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. ALSSILE 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. 17-0918.07 and consists of this page 1 and evidence pages E-1,E-2, E-3'and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.19-0603.02 MIAMMADE COUNTY Expiration Date: September 22,.2020 p Approval Date: July 03,2019 evil, / 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 G,dated 08/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.17-0918.07) 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® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA,dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. (Submitted under NOA No.15-0413.03) 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. (Submitted under NOA No.]5-0413.03) 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. (Submitted under NOA No.15-0413.03) Manuel Product Control 7ane"r NOA No.1 02 Expiration Date: September 22,2020 Approval Date: July 03,2019 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNn uEm) 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,.Test Report No. HTL-0080-0130-10, dated 03/30/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No.17-0918.07) 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. 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"Saflez CP—Saflez and Saflez 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 (AIA). . for their "Saflez 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 5t' Edition (2014), with FBC 6a'Edition (2017) and of no financial interest, dated August 15,2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No.17-0918.079 Manu a P.E. _ Product Con of miner NOA 9-0603.02. Expiration Date: September 22,2020 Approval Date: July 03,2019 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTIMMD) 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. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America,Inc.,as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by RER,Product Control Section, signed by Jaime Gascon,P.E., Supervisor,Product Control Section. (Submitted under NOA No. 15-0413.03) G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window— L.M.I. approved on 06/25/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.PW130LMI-NOA,titled"Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)", sheets 1 through 7 of 7,dated 05/22/19,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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 560 aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-19-8916, dated 04/10/19, signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Water Resistance Test,per FBC, TAS 202-94 3) Small Missile Impact Test per FBC,TAS 201-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 130 and 410 aluminum fixed windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-19-8917, dated 04/09/19, signed and sealed by Idalmis Ortega,P.E. Manu P.E. Product Corol E miner NOA -0603.02 Expiration Date: September 22,2020 Approval Date: July 03,2019 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) I E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and. White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice. of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company(MA) for their"Saflez CP-Saflez and Saflez HP Composite Glass Interlayers with PET Core"dated 05/17/18, expiring on 12/11/23. 4. Notice of Acceptance No. 17-0712,05 issued to Eastman Chemical Company(AIA) for their"Saflez Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 61 Edition(2017), dated May 23,2019,issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 23,2019, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 3. Proposal No. 19-0219 issued by the Product Control Section,dated March 13,2019, signed by Ishaq Chanda,P.E. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code,notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA,dated May 22,2019, signed and sealed by A.AL Miller P.E. � G. OTHERS 1. Notice of Acceptance No. 17-0918.07,issued to CGI Windows and Doors, Inc. for their Series"Sentinel 130"Aluminum Fixed Window-L.M.I.approved on 11/22/17 and expiring on 09/22/20. Manuel er .E. Product Control xa er NOA No.1-4--M3.02 Expiration Date: September 22,2020 Approval Date: July 03,2019 E-4 . 49" 4g• 49' FLANGE WIDTH BUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS D.L. OPG. rn D.L. D.L OPG. . i ANCHOR SPACING SHOWN HEREIN APPLICABLE 6" MAX. 18"MAX. N o: 10 ,ityA- 7e. TO FLANGE AND FLUSH FRAMES. Al 'HEAD/SILL A 3 SHORTER CORNERS SIDES U SDESRI�-p ep m0 SEE SHEET 2 FOR FIN FRAMES. 96' IS w DE o BUCK HEIGHT U m D.L. OPG. fix(. N .IyI�'I II IµI I I IµI m mz 11 1I IµI 0 II II II 11 II II D n II II II II O F II II C1 II II II II FSO C II II II 11 II II II ----IL-----�--- ---JL-----� =JL-----1L--- a II [Lia ii /� ii o a ii /� ii = a ii /� a i5 o --JL--1-�---- 1e_ 0 ----JL--r-J----- ----JL--1-�---- y 11 II // II II • __ n __-_ =o U J II II II•� II II on w ----1r------D'---- m -----Tr-----Tr---- m w 1r_____�I-____ U J II II U p II II U 4 o 11 II II m II II II II ii li 11 II II II II II II - II II grn - II II —= ------r--- Z_ II II 'o rn I I I I o rn II I I 6"MAX 17" MAX II II II II 11 II II II I I I I II I I CORNERS STRAIGHT II II II II II II SIDES II II II II II II II II II II 11 1111 WINDOW 1 1 WINDOW 1 1 WINDOW B 3 B1 I I I I I FALSE MUNTINS (SURFACE APPLIED) 18"MAX. 6"MAX. 18" MAX. OPTIONAL SHORTER HEAD/SILL SHORTER I I 3 FLANGE & FLANGE ADAPTOR FRAME SIDES CORNERS SIDES W W D 3 3 EQUAL LEG-FRAME WINDOW WIDTH WINDOW WIDTH L J SERIES 130 SENTINEL ALUMINUM FIXED WINDOW r 1 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER r— , r————, WINDOW WIDTH WINDOWWINDOW WIDTH CHARTS SHOWN ON SHEEP 2. PRODUCTRwiththe as mmplyiag with the Florida � � � � r -� APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Building Code / I I 3 r OF FIX./FIX. OR FIX. WOW. WITH OTHER MIAMI-DADE COUNTY Aarptur,-Mr •� .Q2 i I I i BETWEEN. By USING MIAMI-DADE COUNTY APPROVED MUWONS DOW IN LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL By Dade WILL APPLY TO ENTIRE SYSTEM. W WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHUTTERS ARE NOT REQUIRED. REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING r -I DAYLITE OPENINGS: HIGH VELOCITY HURRICANE ZONE (HVHZ). I I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE D.LO. HEIGHT = BUCK HEIGHT - 3.00" 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS D.L.O. WIDTH = BUCK WIDTH - 3.00" DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. tlllll THE BUILDING STRUCTURE. 1t / ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND o INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL zI I SENTINEL 130 ALUM FIXED WINDOW(L.M.I.)(S.M.I.) AGK Impact Resistant �� (�.••L�cEN•• ��! ' SHALL BE BEYOND WALL DRESSING OR STUCCO. - ®Windows&Doors ` S A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. L J Description: Dote: W¢ReSmoasm� Z P? F •`�A ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE. *; No 8705 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT 5122/19 ano r.tau nr.a,ala..e,nnou = / TYPICAL ELEVATIONS a.E saa.aaa.aaao I r•a:aoa.aaa.aaaa _ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE -"0 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. LAM. GLASS Revision: Ra,f. Rev..tTytO,.;,,:.• PREPARED BY LYNN MILLER THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR _ _ 10707ECHNOLOGYDRIVE �0 gTEOF '•�` A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF INSULATING LAM.GLASS ORIGINAL ISSUE a N.VENICE,FL ag275 T •, �lj� STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER SMALL MISSILE IMPACT (941)aeo•leao :i •F(�s•' < LDP,.•'' OR \ INFILTRATION RESISTANCE ETC. LARGE MISSILE IMPACT sari/uoaol: seers: sheen Dmwfna No. Rer. cats°uomo'oas r7�,s/ONAL ENG` CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, PW-130 LMI N.T.S. 1 of 7 PW130LMI-NOA Q AualcRrsRESEavEo //lull 1111\�� AND TO BE REVIEWED BY BUILDING OFFICIAL CERT.OF AUTH.C2g296 A.LYNN MILLER,P.E. P.EA58705 I 46• �• 46- BUCK WIDTH BUCK WIDTH BUCK WIDTH D.L. OPG. D.L. OPG. YPICAL ELEVATIONS D.L.DOPG. m 6•MAX. 16• MAX. T HEAD/SILL 2 STRAIGHT 'x Op•'k'ik, 7s• CORNERS SID `o U Sp Z x. N It II II II m d It �z II 11 II II 0 II II II II II II II II II� II II II II II II II II II II II II II II II II II —_ —rr---- - ---- eucK WIDTH ------ ---- C �1IILtI D.L. OPG. , 00 o- at 0 a- -JL JLl ____ oo �_____ oN J m II II m II II m II II II II pF m — II II S u u u u u u n n u u u u 11 It Ili. n It � 0 II � J II II 11.E II II II 11 II II II m o ____ ===='JIfL'=== ____ _ 2 ii II ii n FALSE MUNTINS g• I 16•MAX, (SURFACE APPLIED)—/ 16• MAX. 6•MAX. 16• MAX' CORNERS ffF��� STRAIGHT HEAD/SILL STRAIGHT SIDES SIDES CORNERS SIDES FIN FRAMES PRODUCT RBVISSD ,v complying with the Florida Building Cd. Acceptance I o M ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FlN FRAMES �° w{VISL(_J •By Mime ads Castro .�`� Y //�. SENTINEL 130 ALUM FIXED WINDOW(L.M.I.)(S.M.I.) AGK ®Impact Resistant LYNN Windows&Doors `��•.•' LICENSE'•�( Descrip6°n: DO., wenEemoxDm• Q r e... TYPICAL ELEVATIONS,CONT. 5/22/19 i:�ana.au.aaao I v.,:aaa.ua.uoa ^ *— ReWslon: Rev.W. R.,Data: PREPARED BY LYNN MILLFJ2 -fl u 1070 TECHNOLOGY DRIVE �?J•, �&ZLI ORIGINAL ISSUE N.VENICE,FL 34276 Q (V (941)480-1600 !��•'•,F<ORIDP.••'•���: Sanee/YadeL• Saola• Droving No. Rn �I NnNmws n mlxbns �i SSS PW-130 LMI N.T.S. 12sh"tOF 7 PW130LMI-NOA 0 ALLFImaWS&DOVE0 '//��A��NAL CERT.OF AUTH.529296 A LYNNMILL'I!Aj I'I�.II`.E.558705 DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP FLANGE DWS. BUCK DIN. CLASS TYPES'C'&'C1'CLASS TYPES'D'&'DL' FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'&'CL'GLASS TYPES'D'&'ol' FLANGE DWS. BUCK DINS. GLASS TYPES'C'&'Cl'GLA99 TYPE'D'&'Dl' W107H(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) O(T.(+) INT.(-) WIDTH(1Y)LENGTH(L) WIDTH(W)LENGTH(L) E%T.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH(W)ILENGTH(L) WIDTH(W)LENGTH(L) EXT".(+) TNT.(-) EXT.(+) INT.(-) 24" 23' 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 19-1/8' 18-1/e' 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 30' 114' 29' 113' 80.0 80.0 00.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 36' 35' 80.0 80.0 80.0 80.0 36' 35' 73.0 73.0 80.0 80.0 3726' 36' 25 80.0 80.0 80.0 80.0 42' 36" 41' 35' 80.0 80.0 80.0 80.0 41' 40' 61.4 61.4 80.0 80.0 48' 1. 60.0 80.0 80.0 80.0 48' 47' 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 53-1/8' 52-1/8" 00.0 BD.O 80.0 80.0 54' 53' 80.0 80.0 80.0 80.0 30' 120, 29' 119, 80.0 80.0 80.0 BO.0 61" 60' 1 80.0 BO.O 80.0 80.0 80.0 80.0 80.0 BO.0 36' 35' 72.4 72.4 60.0 80.0 19-1/B' 18-1/8' 977.17�7.1 0.0 80.0 80.0 61" 60" 60.0 BD.O B0.0 80.0 S9' 38 65.9 65.9 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 23' 80.0 BOA 24' 23" 60.0 80.0 80.0 80.0 37' 36' 80.0 80.0 38-3/8' 37-3/8' 30' 29' 80.0 80.0 80.0 80.0 30' 121, 29' 120' 80.0 80.0 80.0 e0.o 48" 47' 60.0 80.0 36' 35' 80.0 60.0 80.0 80.0 36' 35' 72.3 72.3 80.0 80.0 53-1/8" 52-1/8" 80.0 80.0 42' 41" . 70.2 70.2 80.0 80.0 39' 38' 65.8 B0.080.0 61' 60' 80.0 80.0 48' 47' 61.3 61.3 80.0 80.0 19-1 B• 18-1/8' 80.0 8D.0 80.0 80.0 54' 53' 61.3 61.3 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 60" 59" 61.3 61.3 80.0 80.0 37' 36' 80.0 80.0 80.0 80.0 81' 60' 61.3 61.3 80.0 B0.0 X*TMP• BUCK DIMS )4"TYP. 48 50-5/8" 47 _ 80,0 80.0 24' 23' 80.0 80.0 solo 80.0 53-1/e' S2-1/8, 49-5/8' 58.0 58.0 77.4 77.4 30' 29' 80.0 80.0 80.0 80.0 61' 60" 58.0 58.0 77.4 77.4 35' 3s" 80.0 80.0 60.0 80.0 FLANGE FRAME 7s-1/a' 74-1/4' sa.o 58.0 77.4 77.4 42• 60" 41' 59' 70.2 70.2 60.0 1 80.093-374" 92-3/4• 58.0 _T80 76.5 76.5 46' 1. 61.3 51.3 80.0 80.0 FLANGE DIMS�I 19-1 e'1/2' 18-1/8" 80.0 80.0 13000 80.0 54' 53' 54.3 54.3 72.5 72.5 26- 25-1/2' 80.0 80.0 6I'D 80.0 60' 59' 48.8 48.8 65.1 65.1BUCK DIMS 37" J6' 62' 60.0 80.0 80.0 80.0 63' 61' 60' 1 46.8 48.8 65.1 65.1 48 47' 61.3 61.3 80.0 80.0 24" 23' 80.0 80.0 80.0 60.0 53-1/B' 52-1/8" 55.3 55.3 73.7 73.7 30' 29' 80.0 80.0 80.0 80.0 61" 60' 48.0 48.0 64.0 64.0 36' 35" 00.0 80.0 80.0 80.0 75-1/4' 74-1/4• 46.5 46.5 61.9 6T.-9- 42' 72' 41' 71, 7o.z 7o.z 80.0 60.0 EGUAL LEG FRAME 19-1/e' 15-1/8" 80.0 80.0 80.0 80.0 ae• 47' s1a s1.3 80.0 80.0 26-1/2' 25-1/2• 80.0 80.0 80.0 60.0 54" 53' 54.3 54.J 72.5 72.5 37 76' 36' 75, 78.9 78.9 80.0 80.0 W 60' 59" 48.8 48.8 65.1 65.1 BUCK DIMS 4B' 47' 61.3 61.3 80.0 80.0 )^-----� g1" 60' 46.0 48.0 64.0 64.0 53-1/8 52-1/e' 55.3 55.3 73.7 73.7 1 I 24' 23' 80.0 80.0 80.0 5D.O 61 60" 48.0 48.0 64.0 64.0 30' 29' 80.0 80.0 80.0 80.0 36" 35" 79.2 78.2 80.0 80.0 L FIN FRAME 42' 84. 41" 63• 70.0 70.0 110-0110-0 J 48' 47' 61.3 61.3 80.0 80.0 54' 53' 54.3 54.3 72.5 72.5 BUCK DIMS GLASS CAPACITIES ON THIS SHEET ARE 55' 52.4 52.4 69.8 69.8 BASED ON ASTM E1300-09 (3 SEC.GUSTS) 24' 23' 80.0 80.0 80,0 80.0 AND FLORIDA BUILDING COMMISION 30' 29" 80.0 80.0 60.0 80.0 FLANGE ADAPTOR FRAME DECLARATORY STATMENT DCA05-DEC-219 36' 97, 35' 96, 75.6 75.6 80.0 80.0 NOTE: 42' 41' 65.2 65.2 80.0 60.0W IDTH AND FLANGE DIMS- VERTICALLY OR HORIZONTALLY AS GTH DIMENSIONS SHOWN SHOBE WN 48' 47' 60.6 60.6 80.0 80.0 49• 48' 59.6 59.6 80.0 80.0 24' 23' 8D.0 80.0 80.0 80.0 Teo D.-W. \\\ 30' 29' 80.0 80.0 80.0 80.0 PRODUCT REVISED Olm act Nesistani ��` ()W LYI1/q/ 36' 102' 35' 101' 7a.g 74.s Bo.o aD.o •as_mPlyiogwilhthe Florida SENTINEL 130 ALUM FIXED WINDOW(L.M.I.)(S.M.I.) AGK ® P ��//Windows&Doors V\GENSF'•,C� Building code p 2: az 41" 65.7 ss.7 80.0 80.0 AcceplmwzDR-011 RXZ D°s p8on: Date: YiPAE81RON8H1^ Q: ;FST% 46' 45' 59.3 59.3 80.0 80.0 Z4� fl�.� 5/22/19avvo oloaw vllaliaea sa9t fND.587054' 2J80.0 80.0 80.0 80.0 DESIGN LOAD CHARTS a9v.aaa.aa80.0 80.0 80.0 80.0 Revis(on: Rev.Ey, Rev.Date: PREPARED BY LYNN MILLE -T7 36' 108' 35" 107• 73.8 73.8 80,0 80.0 1070 TECHNOLOGY DRNE •'. ,� a �� 42' 41 62.4 62.4 80.0 80.0 ORIGINAL ISSUE N.VENICE,FL 34275 •• ATE I 1 '••�� (941)480-1600 '•.•F(ORIDP,••'•\R"� 59.1 59.f 80.0 50.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 2 fid°,/y�eL JS­'� Sheetr Drv.ing N°. Rer. COPYRCWTO m19 i lS �j PV1t 130 LMI N.T.S. 3 of 7 PW130LMI-NOA p Oauw seOp /�'ANAL CERT.OF AUTH.829296 AI \P.E.858705 3/16'ANN. GLASS 075'INTERLAYER 3/16' HEAT STREN'D GLASS 075"INTERLAYER Saflex CP With PEr Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090' INTERLAYER ,090'INTERLAYER Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090'Interlayer ,090'Interlayer SentryGlas SentryGlas By 'Kuraray America, Inc.' By'Kuraray America, Inc.' OR OR .090' Interlayer .090'Interlayer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 3/16' HEAT STREN'D GLASS MSILICONE 3/16'HEAT STREN'D GLASS I 'I GE 1200 m !I! .j 1jDOW CORNING 899 •I :I SILICONE DOW CORNING 995 1 Ij , GE 1200 �t u E3 !'! DOW CORNING 983 n II II DOW CORNING 899 n II II DOW CORNING 995 jl HH H DOW CORNING 983 a o o "w MS AT 1/4 POINTS ON LITES M5 AT 1/4 POINTS ON UTES WIDER THAN 36' WIDER THAN 36" GLASS TYPE 'C' GLASS TYPE 'D' 7/16.OVERALL LAM.G1A55 (L.M.I. & S.M.I.) 7/16.OVERALL LAM.GLASS 3/16'ANN. GLASS 3/16'HEAT STREN'D GLASS .075'INTERLAYER .075'INTERLAYER Saflex CP With PET Core Saflex CP With PET Core SILICONE 3/8'AIR SPACE BY'Eastman Chemical Co.' By 'Eastman Chemical Go.' GE 1200 3/8'AIR SPACE R OR �.+ C DOW CORNING 899 O R INTERLAYER 090'INTERLAYER m DOW CORNING 995 3/16"HEAT STREN'D GLASS Saflex Clear And Calor Glass Saflex Clear And Color Glass ? m ai •j :j DOW CORNING 983 3/16'HEAT STREN'D GLASS .j Ij Ij By'Eastman Chemical Co.' By'Eastman Chemical Co.' u1 OROR a r, !I Ij !I 090'Interlayer 090"Interlayern II it it SentryGlas By 'KGias �j :I jl By 'Kurara America, Inc.' By 'Kurarey America, Inc.' M4 I L I Y OR j..:::::.1 I• OR .090'Interlayer cosi Interlayer Trosifol PVB Trosifol PVB SILICONE By 'Kuraray America, Inc.' By'Kuraray America, Inc.' GE 1200 ca 3/16'HEAT STREN'D GLASS z m DOW CORNING 899 3/16'NEAT STREN'D GLASS DOW CORNING 995 I •I :I SILICONE II :I DOW CORN NG 983 PRODUCE REVIS® M1 Ij Ij II GE 1200 cs M1 !i II !I SILICONE n II II II DOW CORNING 899 n II II II GE 1200 Building ug�r,ihl�FlorMa DOW CORNING 995 I I 'I DOW CORNING 899 OPTIONAL GLAZING DETAIL Building Code DOW CORNING 983 !I !I 'I DOW CORNING 995 GLASS TYPES 'Cl' & 'DL' A �°G°NO E4 I'_:::.H I DOW CORNING 983 0 0 0 0 M5 AT 1/4 POINTS ON LITES W�-r M5 AT WIDER INTI ON LfTES e, Dram W. WIDER THAN 36" WIDER act Resistant SENTINEL 130 ALUM FIXED WINDOW(L.M.I.)(S.M.I.) AGK Windows'&Doors :� <�''11cENSF'•�!(� GESS TYPE 'ClG TYPE 'Cl' LASS TYPE 'DI' •' (L.M.I. ONLY) Descrip on: Date: waLeamaxseL- Q; 1'OVERALL INSUL LAM. GLASS 1'OVERALL INSUL LAM.GLASS No,58705 ' ana�.fiaufi.a••u eta....n-1._•*; GLAZING DETAILS 5/22/19 i•I:fiOB.fiYiA1•Y 1 i••:80l.fi.LIfi01— •� ReNsWn: Rev.By. Rev.Data: PREPARED BY LYNN MILLER -D •: 1070 TECHNOLOGY DRIVE A '. S�3 a (S.M.I.) ORIGINAL ISSUE N.VENICE,FL 34275 •, ATE I ,:��` IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING sede/Maden score: sheat Oro-IN No' �171, t�1)4cov oza,e 8D-16M 11;Ick 'F�ORIDF.•'G\�� EXTERIOR PLY OF GLASS TYPES 'Cl- & 'Dt' MUST BE TEMPERED. pW 130 LMI N.T.S. 4 of 7 PW130LMI-NOA 0 ALLaGRMBRESE 7S�ONAL CERT.OF AUTH.#2929 kA LYNN MILt P.E.058705 TYPICAL EDGE DISTANCE TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS = 0.55 MIN THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" C-90 HOLLOW/FILLED MIN. CONCRETE HEAD, SILL OR JAMBS = 3000 PSI MIN. W/HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. INTO METAL STRUCTURE = 3/4" MIN. INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE FLANG TYPICAL ANCHORS FLANGE 1/4"MAX. FLANGSEE ELEV. E OIR WOOD BUCK FOR SPACING SHIMS jl II OR METAL jj WOOD STRUCTUR TYPICAL ANCHORSELEV STRUCTURE I� I� M2 SEE FOR SPACING a• M2 TYPICALSANCHORS © II II O I \N © FOR SPACING 52 = "v vt E1 I E1 --------- 1-1/4" I • __1-1/4 S2 MIN, II II do � s II s •• p v' TYPICAL:AITCHORS j j M2 \N ^' I SEE ELEV. 1BY FOR SPACING II II WOOD E1 E3 RODUCT REVISSD 1/4"MAX. s mmplyivg withlhe Florida SHIMS 3vildmg Code EQUAL LEG EQUAL LEG EQUAL LEG a EQUAL LEG Ae.im"" Two O 2BY WOOD BUCK .o M2 METAL BY B 1 II OR STRUCTURE Miami RnalAr2Cmdm Al WOOD STRUCTURE C1 E3 II II TYPICAL ANCHORS II M2 _ SEE ELF/.FOR SPACING II �I Z I Y ut M3 S2 x \ _ ____ v ut I v M3YFOR S2 '11�/�CHDRSL . FOR SPACING 'v �• 1:iM2 p TYPICAL ANCHORS E3TYPICAL ANCHORS ' SEE SIAL' SEE ELVV. 1BY FOR SPACING SPACING WOOD BUCK TYPICAL ANCHORS: SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA KWIK—CON II BY 'HILTI'(Fum163 KSI, Fym157 KSI) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Tiu.: Dmrn By: 1/4" DIA. ULTRACON BY ELCO' (Fu-177 KSI, Fy=155 KSI) INTO MIAMI—DADE APPROVED MULLIONS �� NY LYNN OR SENTINEL 130 ALUM FIXED WINDOW(L.M.I.)(S.M.I.) AGK �)mpa. Ras lslaM `�� ,r0 .••••••., tij� �i� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Windows 8,Doors •' ocENSF 1-1/2" MIN. PENETRATION INTO WOOD INTO METAL STRUCTURES (HEAD/SILL/JAMBS) Dwcriptlw: D&.: WMEEMNG — (3) THREADS MIN. PENETRATION BEYOND SUBTRATE �*; No.58705 arro a,taan ay..b.m..a.n wou THRU 1BY BUCKS INTO CONCRETE OR BLOCKS ALUMINUM: 1/8" THK. MIN (6063—T5 MIN.) TYPICAL INSTALLATION DETAILS 5/22/19 ..v aoa.evr.arro t ru:aoa.aaa.asa IWD 1-1/4" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) STEEL: 1/8" THK. MIN. (Fy = 35 KSI MIN.) R-ision: Rev.9y. Rev.Data: PREPARED BY LYNN MILLER 1 `1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 1070 TECHNOLOGYDRNE ORIGINAL ISSUE N.VENICE,FL 34275 O•' ((Y` DIRECTLY INTO CONCRETE OF BLOCKS OR PAINTED) (941)480.1600 �� P( RIC 1-1/4" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) sen../Moeel: [NT Sht Doring No.PW-130 LMI S. 5 OF 7 PW130LMI-NOA 0 AuMGM R SEMIED �y�S�OMALtE���� 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) CERT.OF AUTH.Y29296 A. MILLER,�.�. P.E.A 58705 TYPICAL INSTALLATION DETAILS THESE.DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR TYPICAL ANCHORS 1/4'MAX. SEE ELEV. SHIMS 2BY WOOD BUCK FOR SPACING I I I I OR METAL II jWOOD STRUCTURE TYPICAL NCHE� 'a STRUCTURE E3 SEE M2 A3 I FOR SPACING ' M2 TYPICAL ANCHORS SLE ELEV. S2 ..• FOR SPACING a •v E6 S2 MIN., P 'TYPICAL AiTCHORS Ij li M2 Y r N I SEE ELEV. 18Y FOR SPACING II II WOOD BUCK .a •• E6 E2 E3 2 3/, 8*MIN. _ PRODUCI'REVISM 1/4_ v{ BUCK HEIGHT 1/P Ir I nc�mplYivB With 16e Florida ' Bmldmg Cod° WOOD STRUCTURE C Acoepl�ceTb NOT BY CGI 1/2'MIN. 1/2'MIN. C 11._ � E E2 Ci t 22 3/I I BY FIN FRAME X01 pt iei� Mz BACKBED CAULKING TYPICAL ANCHORS: SEE ELEV. FOR SPACING I I #8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD 1 BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS HOUSE WRAP Es EXTERIOR PERMITTED. NOT BY cc1 BUCK WIDTH BUCK WIDTH r--------------------� MIAMI-DADE COUNTY I I MIAMI-DADE COUNTY APPROVED I I I r T I APPROVED MUWON I I MUWON&MULLION ANCHORS I I I I & MULLION ANCHORS I j SEE SEPARATE NOA I rue: Drawn By: ��`� �(LYNN4, II II SEE SEPARATE NOA II li SENTINEL 130 ALUM FIXED WINDOW L.M.I. S.M.I. . " AGK Impact `�` .••• ••..M, Windows&Doors 10ENSF''•,•� ______ J Description: Date: WERE lTRDNDBi- Z Q-. •,'P _ _______ .noua...,asou`*;• ND.58705 *� ........... TYPICAL INSTALLATION DETAILS,CONT. 519 ra:.oun.nnDO.. PREPARED Rev.By. _ Rerisfon: Ray. PREPARED BY LYNN MILLER -O QMATE (Z'- I I 1070 TECHNOLOGY DRIVE —A'.L __JORIGINAL ISSUE N.VENICE,FL34275 Q••, .':4j --- TYPICAL ANCHORS—SEE ELEV. 1 (941)480-1600 ��v��•'•.,F(ORIDP.•'•GN e FOR SPACING Sana model: Scale: Shoot �DPZ30LMI-NOA pNo. Ror. wNRDOGWW86 motionsSPW-130LMI N.T.S. 6 OF 7 0 AUaGWSRESER D 7iYY�/IIINAL11111` /#14 X I"SMS. CFRT.OF AUTH.#29296 A LYNN MIls.�. P.E.058705 -2.505 F rm PART QUANTITY DESCRUMON MATERM1 XaF./SUFP—/REH— I r.180 El CCI-118 4/WOW. FLANGE FRAME 6063–T6 1.995 812 _E2 CGI-119 A/WDW. FLUSH FRAME/FIN FRAME 6063–T6 E3 CGI-121 4/WDW, GLAZING BEAD (LAM.GLASS) 6063–T6 995 PlaS E4 CGI-123 4/WDW. GLAZING BEAD (LAM.INSUL GLASS) 6063–T6 – ES CGI-110 4/WDW. NAIL FIN ADAPTOR 6063–T6 – FLUSH FRAME COVER ES CGI-109 4/WDW. FRONT FLANGE ADAPTOR 606-461.335 – —Ml CGI-382V AS REOD. GLAZING BULB VNYI_ PVC DUROMETER 75-80 SHORE A FLANGE FRAME M2 CGI-124 AS READ. SCREW COVER–OPTIONAL PVC – M3 CGI–I 12 AS REQD. FLUSH FRAME COVER PVC —2.505 M4 – OPTIONAL GLAZING ANGLE (I X 1/2 X 1/8-) 6063–T5 – M5 – 2/UTE SETTING BLOCKS EPDM DURGMETER 8535 SHORE A .81 2 S2 1#10 X 1-1/4'1 2/CORNER ASSEMBLY SCREW PHIL PH SMS ST/ST 0. V25 1.495 --- • Is .065 TYP. �---q1.335 (E2) FLUSH FRAME/FIN FRAME GLAZING ANGLE (LAM. INSUL GLASS) .675 1.450-1 ISO .9195 Z,05p0975 050 WELDED JOINT .550 AT ENDS 1.184 GLAZING BEAD (LAM. GLASS) FLANGE ADAPTOR .995 Typ. .291 I .050j__1,081 I —1.184 CIRCULAR WINDOWS 8GLAZING BEAD (LAM. INSUL. GLASS) SCREW COVER 1.130--{I--.065 RODUC'r REVISSO RECT. OR SQUARE WINDOWS II s complying wah ft Florida -juildkg Coda0.ereptroxu Not 009.02 Italian Lhta 2DW IYE. CORNER DETAUS 50 50 ...41— PH.: D...9), It 111 fit, 7.4 kV L y NN 1.395 SENTINEL 130 ALUM FIXED WINDOW(L.M.I.)(S.M.I.) AGK Impact Resistant \49 ........ yf/ Windows&Doors '�N -N OCE s, O NAIL FIN ADAPTER No.68705 EXTRUSIONS,ROM 5/22119 moi.team...... hi;iG6,igJ5a0 I Fn mms. Revision: Re,By: PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRPJP I STAT ORIGINAL ISSUE N.VENICE,FL34275 (941)480-180!) No. RCOP GHTV 2019 � PW-130 LMI N.T.N.T.S. 7 Dra�Mg oF 7 PVV1 30LMI-NOA ­ GGI WNDOD10N_ if,, , x CERT.OF AUTH.#29296 A.LYNN MILLER, E. P.E*58705