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HomeMy WebLinkAboutProduct Approval 2/7/2017 -Miami-Dade County Miami-Dade County Building Product Information for N.O.A. 15-0512.00 NOA 15-05'12.06 library roductconlrolinoa/i5051206.pdf) Superseded_By File Status File Approved— File Classification High velocity hurricane zone Category Windows_ Subcategory Double Hung -Singe Hung Material Vinyl-PVC Applicant CG!Windows , ncLD�ors, Inc.. b.c-resull deiarl al)p.asn?ao,v alias=101099) Expiration—Date February/20/2019 Impact—Rate Large and Small Missile Impact Ma)amum_Design_Pressure_Positive 70 Maximum_Design_Pressure_Negative 75 Description Series "Targa 7100"White PVC Single Hung Window-L.M.I. Green Sustainable Attributes NONE i For a detailed description on the File Status,click the NOA File Status KeV. (Ibuildingl?c-result kelt app asp) f , Page Last Edited:Wed Jan 25. 2017 10:40:27 AM MIAMI•DADE : a , i ,I I, I' hfp:/lwww.miamidade.gov/building/pc-result app.asp?fldNOA=15-0512.06&BasicSearch=Go&Classification=1%2CHigh+\elocity+hurricane+zone°/`2C1&appli... 1/1 M IAM{•DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) t 1805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T.(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows and Doors,Inc. 10100 NW 25`h Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rales 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 HuiTicane Zone. DESCRIPTION: Series"Targa 7100"White PVC Single Hung W indo*7 L.M.I. APPROVAL DOCUMENT: Drawing No. W13-23, titled "Series `Targa 7100' PVC S.H. Wdw. (L.M.I./S.M.I.)",sheets 1 through 10 of 10, dated 05/15/13,with revision C dated 04/03/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product .Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ; MISSILE IMPACT RATING:Large and Small Missile Impact;Resistant r' ?LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and,£ollowing 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 Oficial. This NOA revises NOA#14-1222.03 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. N MIAMFDADE COUNTY OA No. 15-0512.06Expiration Date: February 20,2019 �® 8 nAl 15 Approval Date: September 03,2015 Page 1 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-1115.08) 2. Drawing No. W13-23, titled "Series `Taiga 7100' PVC S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 10 of 10, dated 05/15/13,with revision C dated 04/03/15,prepared by Al-Farooq Corporation, signed and sealed by Javad�Alurrad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201=94 3)Cyclic Wind Pressure Loading per FBC',TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer(&insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)'Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,'FAS 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. CTIA-3056 WC, dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC;TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2'411.3.2:1, and TAS 202-94 along with marked-up drawings and installation diagram of extruded vinyl equal leg,/fin/flange frame single hung window's, prepared by Certified Testing Laboratories, Test Report No. CTLA-3032W dated IO/17/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 14--1222.03) , Manu�e a z,P.E. Product Con1 Eaminer NOA No. 5-0512.06 Expiration Date: February 20,2019 Approval Date: September 03,2015 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i B. TESTS (CONTINUED) 5. 'fest 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 FBG,TAS,203-94 6)Forced Entry Test,per FBC 241!1.3.2.1,' and TAS 202-94 along with marked-up drawings and installation diagram of;,extruded vinyl equal leg,/fm/flange frame single hung windows, (prepared by Element Materials Technology., Test Report No. EMT-ESP014638P, dated'-09/28113, signed and sealed by Ramesh C. Patel,P.E. (Submitted under NOA No. 13-1115.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014), dated 11/13/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 14-1222.03) 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 "SentiyGlasO(Clear and White) Glass Interlayers"dated 0;6/25/15,expiring on 07/04/18. 2. 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. 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. 13-1203.02 issued to Deeeuninek North America,LLC for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14,expiring on 02/19/19. Man Pe ez,P.E. Product Con rot aminer NOA X. 5-0512.06 Expirati6n Date: February 20,2019 Approval Date: September 03,2015 E-2 CGI Windows and Doors, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with Fj,BC-5th hdifi(in(2014),and of no financial interest,dated November 14,2014,issuedl by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.R. (Submitted under previous NOA No. 14-1222.03) 2. Test Proposal for the qualification of Butacite@ PVIB glass interlayer by DuPont as well as Duraseal@ and Super Spacer®Standard wan-n-ed&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. 14-1222.03,issued to CGI Windows&Doors for their Series"Targa 7100"White PVC Single Hung Window-L'M.I.' approved on 03/26/15 and expiring on 02/20/19. Manuel Pez, X P* roduetControll xa ner NOA N 15- 2.06 Expiration Date: February 20,2019 ApprovaMate: September 03,2015 E-3 1 53' 53' 53" �� M INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH N 48 9/16' 48 9/16' 48 9/16" 3 D.L.O.(FIX. LRE) D.L.O. (FIX. LITE) O.L.O. (FIX.LITE) Z p ADDL ANCHOR Q AS REOD. FALSE MUNNNS H A SEE CHARTAl (SURFACE APPLIED) P a q FOR CAPACITY6 OPTIONAL 7 O p U ADDL ANCHOR IL .. AS READ. _ I u SEE CHART FOR CAPACITY 't D i. 5 DI a i. ;i 5 Dz v° �X 5 �z s n /� n X 7 �� �� LOCKS tE 15 -I B ti -1c B (> J B C q U O -4 II II CV O o aJ 7 °07 2 0 �i s ii O _ 7 m 1f(NDT q p II II N N O N to p LOCKS ° 0 E II it \ m - Et \ •In - E2 �d 10 O S II II N ap N _ ao c� ao 7 f N m -4 r` II �� II Mf writ O / M O G ii / ii C1 / cz / 3 3 O� o FALSE MUNTINSIn m Tj m ad (SURFACE APPLIED) 47 1/16' 47 1/16 -_,. 47 1/16' o �� MAY 8E USED D.L.O. (VENT) fo'v D.L.O.(VENT) ;o'v D.L.O. (VENT) n'Qj o 3 NM'� n 50 1/16" 50 1/16' 50 6' 0 1/1p 3M VENT WIDTH VENT WIDTH LOCKS VENT WIDTH Z Z N FLANGE FRAMES FLUSH FRAMES FIN FRAMES TYPICAL ELEVATIONS (�1)OPER VENT FOR WDW.W. UPTO 25"AT MID WIDTH V O SERIES 'TARGA 7100' (2) PER VENT FOR wow.W.ABOVE 25" o WHITE PVC SINGLE HUNG WINDOW AT 7'FROM EACH END DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER W CHARTS-SHOWN-ON-SHEET 2.- DAYLITE OPENINGS: m APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT, -- -- - — Q W _ COMBINATIONS OF S.H. S.H. OR SINGLE HUNG WITH OTHER DLO WIDTH = INTERIOR FRAME WIDTH - 4.4375 (FIX.-LITE) SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING DLO WIDTH = VENT WIDTH - 3.0 (VENT) y --- MWMI'=DAOE-COUNTY AP_PROVED.CLIPPED-MULLIONS IN BETWEEN. _ _ _ _ WINDOW HT - 7.750 g LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL - - _ DLO HEIGHT (EQUAL LITES) _ m2i - - 7 2 WILL APPLY TO ENTIRE SYSTEM. - - --- - -- --- -- --- - THIS PRODUCT HAS BEEN DESIGNED AND TESTED_TO-COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY - - - - - - - - -- - -_ LAMINATED GLASS HURRICANE ZONE(HVHZ). - - - - 6<m v INSULATING LAMINATED GLASS- �� -• WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER INDEX OF DRAWING LARGE & SMALL MISSILE IMPACT 0 LOADS TO THE STRUCTURE. SHEET N0. DESCRIPTIONIt m 'ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 1 GENERAL NOTES,FLANGE.FLUSH&FIN FRAME ELEVS. t:ngr:JAYAD AHMAD PRODUCTRRVISRDEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. p WINDOWS CAPACICAPACITYCHARTS FIA PAN.E AL70592 m complying with the F7oft ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 3 GLAZING DETAILS C. Building Code NOT PART OF THIS APPROVAL. 4&5. FLANGE FRAME DETAILS >8 AcceptwlcoNo�5- C{o 6 ' FLUSH FRAME DETAILS Rx imtiou Dale �Dlq" .y A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 7 FIN FRAME DETAILS I- '} Z�' Uy ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 8 BILL OF MATERIALS Miam• ode fko&IA CaoNd' drawing no, MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 9 EXTRUSION DETAILS W13-23 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 10 VENT AND FRAME CORNER CONSTRUCTION DETAILS REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet of 10 1 EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS WIDTHU DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF �4�, INTERIOR FRAMEGUSS TYPES CUSS TYPES INTP.RIOR FAAME GLASS TYPES GLASS TYPES -- DIMENSIONS 'A', Al','B','Bl' 'C','Cl. DIMENSIONS 'A', 'Al','B','Bl' 'C', Cl,' I Z h j WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) IW,(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 0 Z to-1/8' 60.0 60.0 70.0 75.0 �, 18-1/a' 60.0 60.0 70.0 75.04 � i 25-1/2• 60.0 60.0, 70.0 75.0 j% 25-1/2' 60.0 60.0 70.0 75.0LL q f 36' 60.0 60.0 70.0 75.0 36" 60.0 60.0 70.0 75.0 i. O- 20 i 41' 25' 60,0 60.0 70.0 75.0 41" 49-5/8' 60,0 60,0 70.0 75.0 i� a 47' 80.0 60.0 70.0 75.0 47' 60.0 60.0 70.0 75.0 O u 52-1/8" fi0.080.0 70.0 75.0 52-1/8' 600 60.0 70.0 75.0 53' 60.0 60.0 70.0 75.0 = 53' 60.0 60.0 70.0 75.0 = p m to-1/8 60.0 so,o 70.0 75.0 18-1/e• 60.0 60.0 70.0 75.0 C.0 In g7 25-1/2- 60.0 60.0 70.0 75.0 25-1/2' 60.0 60.0 70.0 75.0 0 0'Q 0 36' 60.0 60.0 70.0 75.0 j 36' 58• 60.0 60.0 70.0 75.0 °m ,fin m 0 ry 41' 37-3/8' 60.0 60.0 70.0 75.0 41' 60.D 60.0 70.0 75.0 m w a W ry Gi 47' 60.0 60.0 70.0 75.0 47" 60.0 80.0 70.0 75.0 = {L=Illfff���7= 52-1/8' 60.0 60.0 70.0 75.0 18-1/8' 60.0 60.0 70.0 75.0 J Z0 SJ' 60.0 60.0 70.0 75.1) 25-1/2' 620 60.0 70.0 75.0 a W F 18-1/8' 60.0 60.0 70.0 7$-D EQUAL LRE36" 6080. UNEQUAL LITES (ORIEL TYPE .0 60.0 70.0 75.0 O S ) _ 25-i/2' 60.0__60.0 70.0 75.0 41" 60.0 60.0 70.0 75.0 N 38' 60.0 60,0 70.0 75.0 18-1/8' 60.0 60.0 70.0 75.0 H h 41' 49-5/8' 60.0 60.0 70.0 75.0 25-1/2' 73-1/4' 60.0 60.0 70.0 75.0 'O M 47' 60,0 60,0 70.0 75.0 36' 60.0 60,0 70.0 75.0 v h 52-1/e" 60.0 80.0 ` 70.0 75.0 '8-'/8. 60.0 60,0 60.0 70.0 75.0 , O 53' 60.0 60.0 70.0 75.0 25-1/2' 60.0 60.0 70.0 75.0 v 19-t/8' 60.0 60.0 70.0 75.0 v=i Q w 25-t/2' 60.0 6000 70.0 75.0 36' 60,0 60.0 70.0 75.0 = o 41' 58• 60.0 60.0 70.0 75.0 N 47' N M 60.0 60.0 70.0 75.0 ^ Q 52-1/8- 60.0 60.0 70.0 71.7 0h 53' 60,0 60.0 69.9 69.9 C3 Z 0 0 18-1 8 60.0 60.0 70.0 75.0 25-1/2' 60.0 60.0 70.0 75.D J 36' 60,0 60.0 70.0 75.0 OINTERIOR FRAME DIMS 0^M w 41' 62• 60.0 60.0 70.0 75.0 Fa I 47' 60.0 60.0 70.0 75.0 52-1/e' 60.0 60.0 69.1 69.1 53' 60.0 60.0 67.3 67.3 _60.0_ 60.0 70.0 75.0 , 25-1/2' 60.0 60.0 70.0 75.0 36' 6D.0 60.0 70.0 75.0 FLANGE FRAME 41' 73-1/4" 60.0 60.0 MD 75.0 V 47' 60.0 60.0 70.0 75.0 INTERIOR FRAME DIMS y 1 u z 60.0 60.0 - 63.8 63.8- _ - -_ - .__ 53' 60.0 60.0 62.0 62.0 1e-t/s' 60.0 60.0 Toa 75.0 NOTE: _ v 2s-1/z' 60.0 60.0 70.0 75.0 GLASS CAPACITIES ON THIS SHEET ARE y o 36' so.o 60.0 -70.0 7s.o - _ BASED ON ASTM E1300-09 3 SEC. GUSTS `o q m 41' 76' 60.0 60.0 70.0 75.0 AND FLORIDA BUILDING-COMMISSION ) 47' 60.0 6000 70.0 75.0 FLUSH FRAME DECLARATORY STATEMENT DCA05-DEC-219 52-1/8' 60.0 60.0 62.8 62.8 53' 60.0 60.0 61.1 61.1 _ INTERIOR FRAME DIMS Engr:JAVAD AHIAAD PRUOUCTREVISDU •D 52-1/8' - - 70.0 75.0 CML 68' RA.PE 70592 ss complying with the PloddA t 53' - - 70.0 75,0 QJ Building Code o 52-1/a' - _ 91 538 A pimLI cc 10 1�'7.O 53' 62' 700 75.0Elcpiralion Dote !1.119 p b �dti 0 5255/8• 73-1/4' _ _ 70.0 75.0 �� IV1 ndePtodou Browing no. 70.0 75.0 a FIN FRAME 52-1/8' 76' - 70.0 75.0 ,� - ' n14 W13-23 ss sheet 2 of 70 3/16'ANN. GLASS �V n .075"Interloyer N Saflex CP With PET Core R'Eastman Chemical Co.' 3/16"HEAT STREN'D GLASS pp�� Z .090"Interlayer Q t- W J Saflex Clear And Color Gloss 3/16°HEAT STREN'D GLASS 075"Interlayer Z la a F W g By'Eastman Chemical Co.' Saflex CP With PET Core Q f N � OR .090"Interloyer By'Eastman Chemical Co.' Q7 0 0 20 .09 D"Interlayer Soflex Clear And Calor Glass OR Q SenlryGlas By'Eastman Chemical Co: 090"Interloyer 0.G By'Kuraray America, Inc.' OR SenlryGlas OR 090"Interlayer By 'Kuraray America,Inc.' 090"Interlayer Butocite PVB Q n Butocite PVBQ By'Kuraray America, Inc' p By 'Kuroray America, Inc.' Q'0, M a: 3/16"ANN.GLASS 3/16"HEAT STREN'D GLASS Q- 3/16"HEAT STREN'D GLASS Q IL at at m Q f; 3 m SILICONE . rn I: SILICONE i m SIUCONE C O q I GE 1200 II I. GE 1200 Q w;- F '! GE 1200 E I S '0-- -, N_o I DOW CORNING 899 N DOW CORNING 899 N II DOW CORNING 899 2 M \p II II DOW CORNING 995 \" II II DOW CORNING 995 \ 11 ii DOW CORNING 995 III III Q w.i£ II II lilt II d d II L Q ° a a a ° rl O p O K M AT 1 4 POINTS ON LITES a AT 1/4 POINTS ON LITES \ io AT 1/4 POINTS ON LNES / III(v7 m F T1 10 WIDER THAN 36' F I-II-I la WIDER THAN 36" ?WF, f'-151-I la WIDER THAN 36" 1 5 n r. w to B' GLASS i N GLASS TYPE 'A' GLASS TYPE ' 7/16'OVERALL LAM.CLASS 7/16'OVERALL IAM.GLASS 7/16"OVERALL LAM.GLASS 3 O tj c 3 (L.M.I & S.M.I.) L/ 1/8"ANN. GLASS .075"Interloyer O M "� Saflex CP With PET Core 4u O 3 By'Eastman Chemical Co.' OR Interlayer I O R Saflex Clear And Color GI 1/8"HEAT STREN'D GLASS W 1 o Q OBy Eostmon Chemical Co.' 1/8'HEAT STREWD CLASS y 090" Interlayer 090'InteAa er .075'Interlayer r 1 1/2"AIR SP E SenlryGlas 1/2"AIR SPACE Saflex Cterl er Color Glass 1/2°AIR SPACE Saflex CP With PET Core OR Kuraray America, Inc.' By'Eastman Chemical Co.' By'Eastman Chemical Co.' 3/16'ANN.G SS /16"TEMP. GLASS OR 3/16"TEMP. CLASS 090'Interlayer .090'Interlayer 090' Interloyer o I ' -- - --- - -OR - y SentryGlos u -Butocite-PVB- Butaei_e PVB 3/76°TEMP. LASS -- - - - - - -- - - - -- __ ____ By'Kuraray Americo, Inc.' By 'Kuraray Americo, Inc.' By'Kuraray Americo,Inc' - -- - - - - -- -- - - ---___ ___ _ PRODUCT REVISED_ 1/8`ANN. GLASS 1/8'HEAT STREN'0 GLASS 1/8"HEAT STREND GLASUdidlna complying 01ld° u _ 'Ezpirelion m s -SILICONE - r-- - -. - - - '_SILICONE CONE - _ _ _ SEI 1200 T� GE- to DOWGE 1 CORNING 899 200 g m DOW 1 CORNING 899 - � m - -- - I _DOW-CORNING-899 I DOW CORNING 995 Miam ede Product II DOW CORNING 995 II DOW CORNING 995 •'I m S XL EDGE SPACER ,I - _ - - - --- -XL.EDGE SPACER_ _ _ _ _ ST.STEEL BY'CARDINAL' •� o=3 XL EDGE SPACER - ST.STEEL BY'CARDINAL' r ST.STEEL BY 'CARDINAL' .=OR_ _ OR DURASEIL 8Y'QUANEX' 0 a ° OR DURASEAL BY'QUANEX' a °' OURASEAL BY'OUANEX' o a SUPER SPACER BY'QUANEX' p OR' o OR n 0+ SUPER SPACER BY'QUAN W SUPER SPACER BY'OUANEX' W Eng..JAVOM AHMAD vi ' n��n AT 1 4 POINTS f-1�11 AT 1/4 POINTS X .10 AT 1/4 POIMS IO / FLA PE!P 70592 Li Ia ALL SIZES ul ALL SIZES utALL SIZES A.N.3538hj GLASS TYPE 'ALGLASS TYPE�1; $ 0 GLASS TYPE 'Cl' OVERALL INSUL.IAM.GLASS 1'OVERALL INSUL.LAM.GLASS 1'OVERALL INSUL.LAM.GLASS O drawing no. (S.M.I.) (L.M.I ONLY) L 3 015 W13-23 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING sheet 3 of 10 EXTERIOR PLY OF GLASS TYPE'At' MUST BE TEMPERED. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. �v N MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM n a• :' g AND TRANSFER THEM TO THE BUILDING STRUCTURE. PICAL ANCHORS: L.EV.FOR SPACING Q 0 0 7/4" DIA. TAPCON BY 'ITW' (Fu=1 KSI,FY-100 KSI) O B 1/4" DIA. ULTRACON BY 'ELCO' (FD 177 KSI,Fy=155 KSI) (FO=95 K51,Fy=57 KSI) C b II INTO OD BUC ODD STRUCTURES V p U 1-1/2" MIN. PENETRATION INTO WOOD O a Q o 15 'I THRU 1 BY BUCKS INTO CONC. OR MASONRY it 10 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONIC. OR MASONRY p,Z w i ro 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) is Q ' p ji ii #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/B") a iN t INTO METAL STRUCTURES e o I i STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) n ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) .�. i 2 ice`V`t t/,'� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3ofo TYPICAL EDGE DISTANCE i O w XX I I � N Q INTO CONCRETE AND MASONRY = 2-1/2" MIN. ,/' /1 INTO WOOD STRUCTURE = 1" MIN. =N o O /fit INTO METAL STRUCTURE = 3/4" MIN. 0 j n EII 16 g 0 N M 12 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. < O o. O n 1 p0 o CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. " Z Z t` � W 0 g C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. rz_ _ 3 0 ,Iil W CDGo�53 i! r WWEEPHOLES: E16 Wl = 1/4"'X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH I 0 o END WITH PLASTIC COVER 9 TI o- W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END z - - - EI6 -W3 =-1/8"X--1/2"-.WEEP SLOT-AT 3-1/4"-FROM EACH END-_-- -,c p --_ -- II II m; - SEALANTS: da W w Q - ALL JOINTS AND-FRAME,CONNECTION S SEALED WITH_ SILICONE SEALANT.El - SPRING LOADED-IATCHOPTIONAL _ © 06 OMR MAA.TLLOADS SWEEP ±60 PSF - — - _ _ _ _ _ _-.. __"_ _ _ _ _. _ _ -. d a m v - t0 FLANGE FRAMES u Engr.JAVAD AHMAD pRUDUCr REVISED CML W complying with the Florida a d FIA.PE/70592 i da C.A.N.3536 0>,ildingc:aee .e a •• 3 Actcptancc No Prt bacon Datc �1 s t • N By e'8 I. edc Pradud ConhDl, drawing no. IU U/015 V W13-23 " sheet 4 of 10 1/4'MAX. INTERIOR FRAME WIDTH 1/4'MAX. 4 cDi SHIM O SHIMS D — M TYPICAL ANCHOR Etf N9 TYPICAL 0 A SE SEE ELEV. IZ. FOR SPFOR SPACING ACING -- -- �❑ E+W a o c v- 0iq h w Q 0 t7 0 w .— - - -. .._:._.._.:-::_.:-.-_.._.._.._..-.. .._._._.._.._.._.._.._.._.._.._.._.._.._:._.._._.. o aa0 � .._.._.._.._.._.._......._.._.._._._._.._.._.._. .._.._.._.._.._.._._.._. Y Oj E15 EXTERIOR _ 6 • n LL N °1. I �{ METAL / D.L.OPG. O STRUCTURE iBY WOOD BUCKS m SEE NOTE ON SHEET 1 - I 1/4'SHIM INTERIOR FRAME WIDTH 1/4'MAX• MAX. � TYPICAL ANCHORS 0 CI SEE ELEV. = DO • FOR SPACING vi In co as v,° �N o °. ___________...... _ _ ._. _ FNM 03M w d z zi 8 O H C N S O 8 O TYPICAL ANCHORS G - SEE.EUEV. _ Y5 16 II FOR SPACING MIAMI-DADE COUNTY - -- -- -- - - APPROVED CUPPED W k MULLION ANCHORS - SEE SEPARATE NOA� C s _ r______-i INTERIOR FRAME WIDTH �._ -_ � INTERIOR FRAME WIDTH-_ I I 2 O�! © FLANGE FRAMES �- -.. M I I Engr.JACIVIL PRODUCT REVISED ,AHMAD .1c FLA.PE Y 70592 u:complying with the Floribis I I I I T CAN.3518 11,0ding Code G 1 I Acceptance hallo.Dale o - �{ Tiy v fw'^ 9 drowin no. ..- /y. Dde Pteaaa J lJ TYPICAL ANCHORS W13-23 SEE ELEV.FOR SPACING sheet $of () I�V N FLANGE AND FLUSH FRAMES CAN BE USED AT ALL ANCHORAGE CONDITIONS. Z n 3 0 ` 1/4-MAX. INTERIOR FRAME WIDTH INTERIOR 1/4• • diG oy W SHIMS SHIMS O:O D1 E1 0 E1J 20 H 62) 145 d 'E2 E21 119 Y6 �O EI V D d C� 8 0 IL 6 0°4 0�`Q��Ja� W el F If I; w •w � a 0 0 o J I \ m h I � E21 r I' 6 CV EXTERIOR ua Is i d i! 13 to EI6 !I it p3 O �I I TYPICAL ANCHORS TYPICAL ANCHORS v=i O lI = SEE ELEV. SEE ELEV. U) �+ u FOR SPACING FOR SPACING It 411 c`1 p py' Ol IB w O N M M W \J 12 O 3 k 12 a p ZZ- o MIAMI-DADE COUNTY 3 O n APPROVED CLIPPED MULLION o g—�- k MULLION ANCHORS o¢ J 14 ji SEE SEPARATE NDA (��m k! I IO INTERIOR FRAME WIDTH _ INTERIOR FRAME WIDTH 71 7 I I u Pp 14 c: �v i! I ma W L--- CJl- to SPRING LOADED LATCH FLUSH FRAMES c 13 OPTIONAL TO SWEEP LATCH TYPICAL ANCHORS �+ E3 LIMIT MAX.LOADS TO±60 PSF SEE ELEV.FOR SPACING gr:� � O 1 _o CMLPRODUCT nVISBD N e F1A PE y 70592 ac complying 11ilh Lha Florida '$ ea C.AN.3536 Eh"in"Cade '• ° Accaplance No 15-0512.01, 3 ','.a-• a - � Pa iratfon Dala 2D1�j v' ;i 1i O < e a' < 8 a \ - Ju� j 11�5 A1iam1 oda product Caulrol drawing no. iJ W13-23 " sheet 6 af10 8 _ _ M g TYPICAL ANCHORS: p i FIN FRAMES: SEE ELEV. FOR SPACING F n I 1A ,#B SMS/WOOD SCREWS (GRADE 2 CRS) 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 1-1/4" MIN. PENETRATION INTO WOOD �o Q 3/4" MIN. EDGE DISTANCE 0�i < E7 V C a A2 0 CL 8 tY EID II it Ile MAX. INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH w 1/4"MAIC. Q w N o SHIM CAP SHIM GM {L Z N p 3 4 MIN. OEM Ei6 �I �I S/4"MIN. /� a��� D2 E2 0 av ED p TqT E9 mJ !I f n II 11 - - -- ac aIn o EIB it ii 20 EGG ® _ ......... DGE 3 O rd •M• DI D I ST. xn 00 w ly p -N o O Ylf = �� Q N M n L•7 B D: � Z z� � — N X 17- p ------------ ~ 30 e3; U 27 s EXTERIOR u6 I6 t+ N TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. p [SEE ELEV. FOR SPACING -- w FOR SPACING t; II- �1 I 0 Im n u 1 V � µ_ 2 u sc3 •> g<m ,p SPRING LOADED LATCH FIN FRAMES - D OPTIONAL TO SWEEP LATCH _ E9 LIMIT MAX.LOADS TO f6D PSF i Eng,.JA MLAHMAD PRODUCTREVISED FIA.PE 70592 us complying with Me Florida FLA C.AN. 579 Dullding CoAe14 g aacp,mtcc Nu 5• .O ,I c3 GA iralion Date ICI b 5 a � O Browing IYo. W13-23 sheet 7 of 10 CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS U E1 CGI-1000 EQUAL LEG FRAME HEAD FVC DECEUNINCK NORTH AMERICA LLC. E2 CGI-1001 EQUAL LEG FRAME JAMB PVC DECEUNINCK NORTH AMERICA LLC. E3 CGI-1002 EQUAL LEG FRAME SILL PVC DECEUNINCK NORTH AMERICA LLC. 0 z E4 CGI-1013 FLANGE FRAME HEAD PJC DECEUNINCK NORTH AMERICA LLC. E5 CGI-1014 FLANGE FFAME JAMB PVC DECEUNINCK NORTH AMERICA LLC. E6 CGI-1015 FLANGE FRAME SILL PVC DECEUNINCK NORTH AMERICA U.C. Q O E7 CGI-1018 FIN FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. ES CGI-1019 FIN FRAME JAMB PVC DECEUNINCK NORTH AMERICA I.I.C. E9 CGI-1020 FIN FRAME SILL PJC DECEUNINCK NORTH AMERICA LLC. E10 CGI-1003 SCREW COVER PVC DECEUNINCK NORTH AMERICA LLC. Ell CGI-1004 FIXED MEETING RAIL PVC DECEUNNCK NORTH AMERICA LLC. Q 4 it G N E12 CGI-1005 LOCK RAIL PVC DECEUNINCK NORTH AMERICA U.C. Q E13 CGI-1006 SIDE RAIL PVC DECEUNINCK NORTH AMERICA LLC. E14 CGI-1007 LIFT RAIL PVC DECEUNINCK NORTH AMERICA LLC. Z Sg- E15 CGI-1008 IG GLAZING BEAD PVC DECEUNINCK NORTH AMERICA LLC. Q E16 CGI-1025 7/16'MONOUTHIC GLAZING BEAD PVC DECEUNINCK NORTH AMERICA LLC. 0 E17 CGI-802 MEETING RAIL REINFORCEMENT 6005A-T5 CGI EXTRUDER E18 _ CGI-807 LOCK RAIL REINFORCEMENT 6005A-T5 CGI EXTRUDER N N E19 CGI-800 UFT RAIL REINFORCEMENT 6005A-T5 CGI EXTRUDER j E20 CGI-801 SIDE RAIL REINFORCEMENT 6005A-T5 CGI EXTRUDER J n EZ1 CGI-1023 JAMB ANCHOR REINFORCEMENT 6005A-T5 CGI EXTRUDER (Al E22 CGI-1026 FRAME REINFORCEMENT SMALL 6005A-T5 CGI EXTRUDER 8'LONG AT ARG.RAIL O E23 CCI-1027 FRAME REINFORCEMENT LARGE 6005A-T5 CGI EXTRUDER 6"LONG AT MTG.RAIL v=i Op a �V) M7 SCS 1200 GLAZING SILICONE(1/2'X 3/16"BEAD) SILICONE GENERAL ELECTIC N C4 10 M2 DOW 995 GLAZING SILICONE(1/2'X 3/16"BEAD) SILICONE DOW CORNING 8 oI M M3 DOW 899 GLAZING SILICONE (1/2'X 3/16"BEAD) SILICONE DOW CORNING 3 M N M4 Ullralift SPIRAL BALANCE CALDWELL OR EQUN ATTACHED WITH(1)Fe X 1-1/8"FH SMS Z_Z M5 218137 BALANCE SHOE(FOR SPIRAL BALANCE) CALDWELL OR EQUN ~ o_n M6 Roller Tilt Elite CONSTANT FORCE BALANCE CALDWELL OR EQUN ATTACHED WITH(1)AS X 5/8"FH SMS M7 RT080 BALANCE SHOE(FOR CONSTANT FORCE BALANCE) CALDWELL OR EQUN " V MB I6Y513 PIVOT BAR CALDWELL OR EQUN ATTACHED WITH(2)A8 X 3/4'PH SMS M9 6.13.32.101(102) TILT LATCH TRUTH OR EQUN ATTACHED WITH(1)$6-1/2'FH SMS 1410 - SETTING BLOCK. 2 PER LITE EPDM _ - DUROMETER 85±5 t„ MIT 70-10044 SWEEP-LOCK - - - - CGI CUSTOM ATTACHED WITH(2) 16 X 3/4'FH SMS u M12 70-10045- KEEPER CGI CUSTOM ATTACHED WITH(2)Q6 X 3/4'-FH SMS M13 146-1A WEEP HOLE COVERS PVC CGI-CUSTOM p ; - _ _ -MI4 W43291NW .187 x.290 WEATHERSTRIP PILE W/CENTER FIN WOOL ULTRAFAB v a u M15 70-10002 SPRING LOADED LOCK,4'LONG - - - - -6063-75- CGI CUSTOM - c M16 PROTECTO WRAP WATERPROOFlNG OR EQUN. AT FIN FRAME- - - ---- - - - - - - - _ - M17 W2315NW .187 x.150 WEATHERSTRIP PILE W/CENTER FIN WOOL ULTRAFAB c v" MI8 W23221NG :187 x.220 WEATHERSTRIP PILE W/CENTER FIN _ WOOL ULTRAFAB m o Q S3 ®8%3"TRUSS HEAD SMS-MEETING RAIL ATTACHEMENT 4 PER MTG RAIL - - - S4 If 8 X 5/8'FLAT HEAD SMS-CONSTANT FORCE BALANCE _ S5 g B X 3/4"PAN HEAD SMS-PIVOT BAR t •� o _ Engr:JAVAD AHMAD pRODIICTRBVISL'D w S7 B B% 1-1/8'FIAT HEAD SMS- SPIRAL BALANCE CML scompl ingwith the FlmMr t SB 8% 1/2'FLAT HEAD SMS-TILT LATCH F CAN.LA.PE 538592 Building Code \ Acceptenm Nu( g V WHITE PVC-EXTRUSIONS TO BE LABELED WITH MMA EXTRUDER CODE, E.iiralion Delc (cJ v d EXTRUDER NAME, CITY,STATE AND'MDCA'. M/ O By 1F 70 Mia Dada Product drawing no. W1_3=23J sheet B of�Q 1.418 U v 3.824 1.7115- 1 .715 N 3.250 ,070 1.195 1.904 .060 .060 .156-- Z m j .8175 II)�I� .630 3.250 O 1.500 605 F Fw a Z 1.418 3.824 D I 0. G o - 2.719 2.639 .075 F--.242 IS n c7 1.589 1.418L L 1.904 1.500 a `II I E1z VENT TOP RAIL E18 TOP RAIL REINFORCING o t 1.904S�-I .060 b-1.589 2r701 O O Q Q 8 3.824 I I- 3.250- 1.140 D 2.719 0 3�. FLANGE FRAME HEAD eoFLANGE FRAME SILL E5 FLANGE FRAME JAMB0 .705 Z3.824 - 1.125 J f3 3.250 � .125 '16 5 F .060 1'904 1.030 Q .060 1.500 .-. .630 E19 m 3.250 - 14 VENT BOTTOM RAIL BOTTOM RAIL REINFORCING 2.639 3.824 '^ jE 2.219 1.589 1.410910Ooa DUo.060 2.250 1.398 1.176xN3.824 3.250- . I 1.598 o N t-t` 2219--M .070 o �N p'1 M E1 FLUSH FRAME HEAD ES FLUSH FRAME SILL E2 FLUSH FRAME JAMB •200 J uOi '1.721 x-1.080 Z Z�^ 3.250 1.418 O 3.824 - -1.904 Q ®� E11 FIXED RAIL E17 FIXED RAIL REINFORCING o w L) 1.625 .630 O .060 e---7.50c0-�{ .695 .060 2.639 3.250 r 1 -- --3.844 __ InI 3.824 I .125 v+ .1.589- _- - - - _ _- I -_ --- Q .070 1.140 -- - H LDJ 1.418_ 1.- - 1.418 - _ ____ __ _ __ c I '�_ -250 g' _ .. 2.219 1.904 I -_- - --- - .060 .875 L .580 a z _. - 1.625__. - - --- - 1s69 E13 JAMB STILE EzoJAMB STILE REINFORCING- = _ -1.904 1.625 2.219 ---- FRDDUCI'RBVISCD c m 3.824- _ _ 3.250- .060 a a complyingwit6 Dlo Florida m o E Building Code o m u E7 FIN FRAME HEAD E9 FIN FRAME SILL EB FIN FRAME JAMB - AmptanccN0 •0512. Bspimlion nate I .875 1.110 By �{ 758 286 Dade Product gr:JAvaD A11AUD li; .050 i .23D z2 FRAME REINF. SMALL F7pEML70592 $ 5' i r.050 7-r-� .070 1.150- CAN. 38 8 S .322 .6166 V .688 .625.035 861 .64�- �.O6D 1.202 .908 Y $� Y 9 .947 .060 ,IUI 1 drawing no. .496 .625 Els is E2 W13-23 E10 SCREW COVER GLAZING BEAD (LAM. GLASS) GLAZING BEAD (INSUL. LAM. GLASS)I JAMB ANCHOR REINFORCING 15 SPRING LOADED LATCH E23 FRAME REINF. LARGE sheet 9 of 10 ro N Z n 3 F it i MITERED WELDED a a CORNERS MITERED WELDED 0 t h CORNERS v 0 a aR OLL4 0��& 0 W z-- O VENT TOP CORNER I FE9ME TOP CORNER v FLANGE FRAMES SHOWN N FLUSH&FIN FRAMES SIMILAR � M x O to s vi 04 h Ot7 A Z ZZL,,^ o' 3a_M Q�v c9 Q g.s MITERED WELDED CORNERS G MITERED WELDED -- - - - - -- --FIXED MEETIj -RAIL- CORNER-- --- ---- _ -- _ C CORNERS FUPLGE FRAME5 SHOWW _ - --- -- - -- - -- - - ___ _ o>r Ij FLUSH&FIN FRAMES SIMILAR C g - ____.-_ -_ • _ ��az MITERED WELDED CORNERS o d r n - - _ VENT BOTTOM CORNER °c En JAVAD AHMND PRODLICTREVISRD 'a 9 CIVIL s as slding odfrith dsa Ftvttd- y4 FLA PE�]D582 BuildingCode - CA.N. 30 A—pl.iroN.15'0W.Oro 8 s � i; E iia@onDels�� �9 S 1 By 0` t 3 0 j��tMianl'DeJePAP"* drawing no. FRAME B07TOM CORNER v W13-23 FLANGE FRAMES SHOWN FLUSH&FIN FRAMES SIMILAR sheet 1__O-f 10 W12017 -Miami-Dade County Miami-Dade County Building Product Information for N.O.A. 15-0512.01 NOA 15-051?_.01librar�aproductcontrolrnoa/I5G5120L d_ Superseded_By File Statusile Approved File Classification High velocity hurricane zone Category Windows . _._..--=- tea. Subcategory QHorizontal Slider Material Vinyl-PVC Applicant CGI Windows and Doors, Inc.(oc-result deiait al)P-.asd)?anti alias=1010991 Expiration—Date February/20/2019 Impact—Rate Large and Small Missile Impact Maiamum_Design_Pressure_Positive 70 Ma)amum_Design_Pressure_Negative 75 Description Series "Targa 7200"White PVC Horizontal Rolling Window-L.M.I. Green—Sustainable—Attributes NONE For a detailed description on the File Status, click the NOA File Status Key. (Ibuiiding7 fjc-result key apn.asp) Page Last Edited:Wed Jan 25,2017 10:40:27 AM MIAMI-RADE p s http://w m.miamidade.gov/building/pc-result app.asp?fldNOA=15-0512.01&BasicSearch=Go&Classification=0%2CUnkiown+%2F+Unselected%2C1&applican... 1/1 M IAM 1-DADE MIAMI-DADE COUNTY 61'J:1J<1L PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(186)315-'2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy CGI Windows and Doors,Inc. 10100 NW 251"Street Miami,FL 33172 SCOPE: I 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,Miam'i-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 j to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Targa 7200"White PVC Horizontal Rolling Wikidow—L.M.I. APPROVAL DOCUMENT: Drawing No. W13-42, titled "Series `I"arga 7200' PVC Horiz. Roller Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11,dated 07/36/13,with revision D dated 01/26/16,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 manufacturees 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 reniodal 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. 14-1204.09 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAM4DADE COUNTY NOA No. 15-0512.01 Z f�l16 Expiration,Date: February20,2019 r J Approval Date: February 11,2016 Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-1115.07 and 14-1204.09) 2. Drawing No. W13-42, titled "Series `Targa 7200'PVC Horiz. •Roller Wdw. (L.M.I./ S.M.I.)", sheets 1 through 11 of 11, dated 07/30/13, with revision D dated 01/26/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 241.1.3.2.1',; and TAS 202-94 along with marked-up drawings and installation diagram'of extruded vinyl equal leg,/ fin/flange frarne horizontal sliding windows; prepared by by Testing Laboratories, Inc., Test Report No. CTLA-3033W, dated 09/05/14, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 14-1204.09) 2. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS,202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading'per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24111.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of extruded vinyl equal leg,/ fin/flange frame horizontal sliding windows; prepared by Element Materials Technology, Test Report No. EMT-ESP014637P, dated 10/0€/13, signed and sealed by Ramesh C. Patel,P.E. (Submitted under NOA No. 13-1115.07) C. CALCULATIONS 1. Anchor verification calculations and structural, analysis, complying with FBC-5th Edition (2014), dated 02/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 anu er z,P.E. Product Con roI E miner NOA o. l 0512.01 Expiration Date: February 20,2019 Approval Date: February 11,2016 r- 1 ', CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE'SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.11 issued to kuraray. America, Inc. for their "SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ' ' 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP - Saflex and Saflex IIP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on. 12/11/18. 3. Notice of Acceptance No. 14-042 .17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. ' 4. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America, LLC for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t!' Edition (2014), and of no financial interest, dated 10/11/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (,Submitted under previous NOA No. 14-1204.09) 2. Laboratory compliance letter for Test Report No. CTLA73033W, issued by Certified Testing Laboratories,Inc., dated 09/05/14, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previousNOA No. 14-1204.09) 3. Approved Proposal issued by Product Control Section; dated 06/10/14, signed by Jaime Gascon,P.E., Supervisor, Product Control Section. '; (Submitter)under previous NOA No. 14-1204.09) 4. Laboratory compliance letter for Test Report No. EMT-ESP014637P, issued by Element Materials Technology, dated 10/04/13, signed and sealed by Ramesh C.Patel, P.E. (Submitted under NOA No. 13-1115.07) G. OTHERS 1. Notice of Acceptance No. 14-1204.09, issued. to CGI Windows & Doors for their Series "Targa 7200" White PVC Horizontal Rolling Window'- L.M.I., approved on 03/26/15 and expiring on 02/20/19. Manuel r z,P.E. Product Contr I E aminer NOA N -0512.01 Expiratiou'Date: February 20,2019 Approval Date: February 11,2016 E-2 73 3/4" 110" O (4)ANCHORS AT INTERIOR FRAME WIDTH (4)ANCHORS AT INTERIOR FRAME WIDTH MTG.STILE ENDS TYP. MTG.STILE ENDS TYP. (1)ADDL.ANCHOR 12 9/16"MAX. (1)ADDL.ANCHOR 12 9/16"MAX. SEE SHEET 3 TYP. HEAD/SILL SEE SHEET 3 6" TYP. HEAD/SILL Z anmi 10"MAX.WITH 3„ 10"MAX.WITH 5 W ANCHOR 6"MAX. ADDL.ANCHOR ;f���AD HEAD/SILLCORNERS 0 v II II - II a 7 m 05. liTII O IL m II °==='I -----IF.... LL W G ON II •/II ri/i \w ____•/II _____ �� •/ __H �LL N __u_____. q LL W m.O 6. II 6 m 0 N IF�:I N , 4N O / O N W UN1 O II 0 11 (5 10 Q I -- II Zf W 6 I� _jyq+ I I II W II 5 II 5 = U C I FALSE LIUMINS 33" ` 33' 33" ` 33" o g Q w v (SURFACE APPLIED) D.L. OPG.VENT D.L.OPG. FIX.LITE 1D v D.L.OPG.VENT D.L.OPG. FIX.lRE LOCKS 'O O MAY BE USED z N 36 1/4" 36 1/4" s CO 2 VENT WIDTH LOCKS VENT WIDTH F-n N FIANGE FRAMES � 3 N NTn LOCKS p3PER VENT FOR Wow.HT. UPTO N LY (2) PER VENT FOR WOW.HT.ABOVE 25" MID HEIGHT C Z 0 TYPICAL ELEVATIONS o 0 THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. AT 7"FROM TOP&BOTTOM o SHUTTERS ARE HOT RCQUIRED. g I U o F SERIES 'TARGA 7200 DAYLITE OPENINGS: DAYLITE OPENINGS: OLO y,1DTH = IMERIOR FRAME 2 WIDTH - 7.750 DLO WIDTH= INTERIOR FRA3 WIDTH - 11 O WHITE PVC HORIZONTAL ROLLER WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER OLD HEIGHT=INTERIOR FRAME HEIGHT- 6.562(VENT) DLO HEIGHT=INTERIOR FRAME HEIGHT-6.562 (VENT) W CHARTS SHOWN ON-SHEET 3. -- ____ _ _ _ = INT_E_RIO_R FRAME HEIGHT-4.438(FIXED LITE) =INTERIOR FRAME HEIGHT-4.436(FIXED LITE) z APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE -- -- - $ COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER N WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING - - - MIAMI-DADE COUNTY APPROVED-CLIPPED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. - - -- -- - - THIS PRODUCT HAS BEEN DESIGNED AND TESTED-TO COMPLY WITH THE o o R=S REQUIREMENTS OF THE 2014 (57H EDITION) FLORIDA BUILDING CODE - - - - - m 9 o S D GLASS > INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). INDEX OF DRAWING LAMINATE —� WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHEET NO. DESCRIPTION INSULATING LAMINATED GLASS 1_GENERAL NOTES,FLANGE FRAME ELEVATIONS LOADS TO THE STRUCTURE. LARGE & SMALL MISSILE IMPACT 2 FLUSH FRAME AND FIN FRAME ELEVATIONS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS CHARTS MODUCTREVIS[D Engr.7AVA0 AHMAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 WINDOWS CAPACITY CHi 4 GLAZING DETAILS bull mplyinB lw odds CML i \ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 5& 6 RANGE FRAME DETAILS m B Q 1 2 I Q PIA•PER Ss2 _" Aataplmw CAN.7 3 .. NOT PART OF THIS APPROVAL. 7 FLUSH FRAME DETAILS 2919 �� 3 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. B FIN FRAME DETAILS 9 BILL OF MATERIALS ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 10 EXTRUSION DETAILS mmn0auot mrol q drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT It VENT AND FRAME CORNER ACONS.TRjTI N DETAILS F ZOl W13-42 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. Lj sheet 1 of 11 73 3/4'•_ 110"(4)ANCHORS AT INTERIOR FRAMEWIDTH INTERIOR FRAME WIDTH (4)ANCHORS AT [�� M • MTG.STILE ENDS TYP. MTG. STILE ENDS TYP. 1 ADDL,ANCHOR-- 12 9/16 MAX. 12 9/16"MAX. () (1)ADDL.ANCHOR Z m J SEE SHEET 3 NP.HEAD/SILL_ SCE SIIEET 3 6" TYP. HEAD/SILL 10 MAX.WITH J" J" 10'MAX.WITH Q zd 6"IMAX. ADDL.ANCHOR 6"MAX. AODL.ANCHOR HEAD SILL Al HEAD SILL AI 4 a CORNERS 7 -- CORNERS 7 �.F F NO O 0 U I ;" II - I � II II - F•� GI II O, 11 II V="'rel 6 Ga o E7\ w /II D r2 fi /QI 6 e G. 7 / 7 x 2 . x /AI 6 II /i �i X N N ' � p � > //11 m // w mo e � / I mX II I' �¢Z� e m Jw S n d --__SIF---== m w = C=/__ / m Q w N'�.o p613- p ow m' w� II J CIwmlmlpZ 4Z I OFALSE MUNTINS 33' $d m 33' 33" 4w(SUR MAY BEACE PUSED ENT D.L. OPG. FIX. LITE '0 D.L.OPG.VENT D.L.OPG.FI%. UTE LOCKS iO 0 � �a � 36 1/4" 36 1/4' VENT WIDTH VENT WIDTH •LOCKS O 2 N o FLUSH FRAMES (1) PER VENT FOR WOW.HT.UPTO 25"AT MID HEIGHT v 1 h m (2) PER VENT FOR WOW.HT.ABOVE 25" ;N AT 7"FROM TOP do BOTTOM $ O r7 n 73 3/4" 110" w s z .-. INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH o 6"MAX. 6 1 6"MAX. m wQ HEAD/SILL A2 �• - HEAD/SILL A2 � CJ 7 CORNERS 8 HEAD CORNERSSILL o ¢ Ir.I, E2 u ==/4 1I------ cz Ic xC1// .._ • _ __N wdp ox-1nNc z >O �OpN pO > N r r 0 • __ II _ B2 B2 II - II n_ ® En9r.JAVAO AHMAD 1 0 CML mw FLA.PEI#70592 o I FALSE MUNTINS 33° 33 1�! L_ 33" CAN. 5]6(SURFACE APPLIED) D.L. OPG.VENT D.L. OPG. FI%.UTE v D.L OPG.VENT r' ..L.CP6.F�P _ H MAY BE USED ercomplying with die FloddO $ 36 1/4" 36 1/4" BUlldiag Codo C — VENT WIDTH LOCKS FIN FRAMES VENT WIDTH AcceplenceNo �20192 1 Q drowl�n9—n�o- • E%Irod nDalo [[V W13-42 TYPICAL ELEVATIONS By diem DB 0 2 Z01 adc YroduclC III sheet 2-f 1 DESIGN LOAD CAPACITY- PSP DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PS€ DESIGN LOAD CAPACITY- PSF ❑ �/ 6 (XO OR OX SIZES) (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) `. INTERIOR FRAM (0 GLASS TYPES GLASS TYPES INTERIOR FRAME GLASS TYPES CLASS TYPES INTERIOR FRAME GLASS TYPES GLASS TYPES INTERIOR FRAME GLASS TYPES GLASS TYPES DIMENSIONS 'A', 'AL'. 'B', 'B1 'C','CI', D. DIMENSIONS 'p', 'pl','B', 'B L' 'C'.'C1', 'D' DIMENSIONS 'A','A1','B', S t' 'C','C1', 'D' DIMENSIONS 'A', 'A1','B','B1' 'C'.'C1','D' m 13 WIDTH IIEIGHT EXT.(+) INT.(-) CXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1M.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) O �pngi 25-1/2' 60.0 60.0 70.0 75.0 25-1/2" 60.0 60.0 70.0 75.0 73' 60.0 60.0 70.0 75.0 73' 60.0 60.0 70.0 75.0 36" 60.0 60.0 70.0 75.0_ 36' 60.0 60.0 70.0 75.0 105-1/4' 25' 60.0 60.0 70.0 75.0 105-1/4' 25' 60.0 60.0 70.0 75.0 Q 0. 52-1/8" 25" 60.0 60.0 70.0 75.0 52-1/8' 25' 60.0 60.0 70.0 75.0 110" 60.0 60.0 70.0 75.0 110' 60.0 60.0 70.0 75.0 a 0�0y M U 60.0 60.0 70.0 75.0 73- 73-3/4° 3/4" 60.0 60.0 70.0 75.0 73° 60.0 60.0 70.0 75.0 73' 60.0 60.0 70.0 75.0 a4 N � 25-1/2" 60.0 60.0 70.0 75.0 25-1/2" 60.0 60.0 70.0 75.0 105-1/4' 37-3/8' 60.0 60.0 70.0 75.0 105-1/4' 37-3/8" 60.0 60.0 70.0 75.0 �,O u. 36' 60.0 60.0 70.0 75.0 36' 60.0 60.0 70.0 75.0 110' 60.0 60.0 70.0 75.0 110° 60.0 60.0 70.0 75.0 O U N t4 52-1/8' J7-3/8" 60.0 60.0 70.0 75.0 52-1/8° 37-3/8' 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 73' 60.0 60.0 70.0 75.0 O j N 73-3/4' 60.0 60.0 70.0 75.0 73-3/4' 60.0 60.0 70.0 75.0 105-1/4' 49-5/8' 60.0 60.0 70.0 75.0 105-1/4" 49-5/8' - - 60.0 60.0 O a O g 25-1/2" 60.0 60.0 70.0 75.0 25-1/2' 60.0 60.0 70.0 75.0 110" 60.0 60.0 70.0 75.0 110' - - 60.0 60.0 O a.a A 36" 49-5 8" GOO 60.0 70.0 75.0 36' 60.0 60.0 70.0 75.0 73' 60.0 60.0 70.0 75.0 73' 60.0 60.0 70.0 75.0 (�V2 2 9 d 52-1/e° / 60.0 60.0 70.0 75.0 52-1/8" 49-5/6" 60.0 60.0 70.0 75.0 105-1/4' 62' 60.0 60.0 66.3 66.3 105-1/4° 62' - - 60.0 60.0 Q W�a m 73-3/4" 60.0 60.0 70.0 75.0 73-3/4` - - 60.0 60.0 110' 60.0 60,0 63.1 63.1 110' - - 60.0 60.0 {Li�_o 25-1/2' 60.0 60.0 70.0 75.0 25-1/2° 60.0 60.0 70.0 75.0 105-1/4' _ - - 70.0 75.0 65" 60.0 60.0 70.0 75.0 a m 36" 62" 60.0 60.0 70.0 75.0 36" 60.0 60.0 70.0 75.0 110' 62 * - - 70.0 75.0 77° 60.0 60.0 'lO.O 75.0 52-1/8' 60.0 60.0 70.0 75.0 52-I/e" 62' 60,0 - 60.0 70.0 75.0 65' 60.0 60.0 70.0 75.0 91' 23' 60.0 60.0 70.0 75.0 73-3/4' 60.0 60.0 67.8 67.8 73-3/4" - 60.0 60.0 77' 60.0 60.0 70.0 75.0 101' 60.0 60.0 70.0 75.0 =4 73-3/4` 62" r - - 70.0 75.0 23" 60.0 60.0 70.0 75.0 91" 23" 50.0 60.0 70.0 75.0 55' 60.0 60.0 70.0 75.0 s C 23" 60.0 60.0 70.0 75.0 31' 60.0 60.0 70.0 75.0 101' 60.0 60.0 70.0 75.0 77' 60.0 60.0 70.0 75.0 31 60.0 60.0 70.0 75.0 47' 23' 60.0 60.0 70.0 75.0 107' 60.0 60.0 70.0 75.0 91" 35' 60.0 60.0 70.0 75.0 Vj 47" 23" _60.0 60.0 70.0 75.0 73' 60.0 60.0 70.0 75.0 65' 60.0 60.0 70.0 75.0 101° 60.0 60.0 70.0 75.0 I O 73" 60.0 60.0 70.0 75.0 23` 60.0 60.0 70.0 75.0 77' 60.0 60.D 70.0 75.0 65' 60.0 60.0 •70.0 75.0 W 23' 60.0 60.0 70.0 75.0 31" 50.0 60.0 70.0 75.0 91' 35' 60.0 60.0 70.0 75.0 77" 60.0 60.0 70.0 75.0 ,p N 31' 60.0 60.0 70.0 75.0 47" 35' 60.0 60.0 70.0 75.0 101° 60.0 60.0 70.0 75.0 91' 4J° 60.0 60.0 70.0 75.0 o C 35' p=N 0 47' 60.0 60.0 70.0 75.0 73' 60.0 60.0 70.0 75.0 107" 60.0 60.0 70.0 75.0 101" - - 60.0 60.0 t` m 73" 60.0 60.0 70.0 75.0 23' 60.0 60.0 70.0 75.0 GS" 60.0 60.0 70.0 75.0 GS' 60.0 60.0 70.0 75.0 ;NM 23" 60.0 60.0 70.0 75.0 31' _ 60.0 60.0 70.0 75.0 77" 60.0 60.0 70.0 75.0 77' 60.0 60.0 70.0 75.0 R I 0 3 m 31' 42, 60.0 60.0 70.0 75.0 47` 47 60.0 60.0 70.0 75.0 91' 47' 60.0 60.0 70.0E75.0 91' S9° - - 60.0 60.0 �s C Z n 47" 60.0 60.0 70.0 75.0 73" - - 60.0 60.0 101' 60.0 60.0 70.0 101' - - 60.0 60.0 R 73' 60.0 60.0 70.0 75.0 23' 60.0 60.0 70.0 75.0 107' 60.0 60.0 70.0 z CDo3 � 23" 60.0 60,0 70.0 75.0 31' 60.0 60.0 70.0 75.0 65' 60.0 60.0 70.0 ___ U 31" 59' 60.0 60.0 70.0 75.0 47" 59' 60.0 60.0 70.0 75.0 77' 60.0 60.0 70.0 O 47' 60.0 60.0 70.0 75.0 73' - - 60.0 60.0 91" 59' 60.0 60.D 70.0 (1/4Y!) (I/2W) (1/41V) 73" 60.0 60.0 70.0 71.9 101' 60.0 60.0 70.073" 59' s - - 70.0 75.0 107' 6D.0 -60.0 68.0 - 16 #LOAD CAPACITY WRH ADDL.ANCHOR AT MTG.STILE ENDS -- ---- - - ---- - - -----10T - - -59' • --- - _70.0 75.0 AND 10'MAX.ANCHOR SPACING (1/3W) (2/31N) - LOAD CAPACITY WITH ADDL.ANCHOR AT MTG. STILE ENDS o W AND 10"MAX.ANCHOR SPACING (1/2W) (1/2W) / OPERATING VENTS TO BE N$ 3 - ..(1/JW). -0/3W) 0/3W) - - - _ THE _ _ - _ -_ _ --__ 1/4 OF WDW.WIDTH- - 'XOX` _ - - - - -- - - - - OPERATING VEM TO RE _ NOTE: o o n o 0 PRODUCT REVISED 1/3 OF THE WDW. WIDTH _ GLASS CAPACITIES ON THIS SHEET ARE N _ ac complyinswiN the Plodda -- - - > OPERATING VENT TO BE Buildn l do XQQ OR OXO BASED ON ASTM E1300-09 (3 SEC.-GUSTS) �_< o+v o - Acccp1611wN 5 ZO�� 0 1 - AND FLORIDA BUILDING COMMISSION 1/2 OF THE WOW. WIDTH &r INIID11 Dfl10 OPERATING VENTS TO BE DECLARATORY STATEMENT DCA05-DEC-219 'XO OR OX' 1/3 OF THE WOW. WIDTH ; 3Yn9r.EJAVAD AHMAD diaml edoRaduotCo I �XOX� L INTERIOR FRAME DIMS INTERIOR FRAME DIMS INTERIOR FRAME DIMS FLA. I d 38 ? o t CA 7059 0 O drawing no. C3 a 2 7111.� W13-42 FLANGE FRAME FLUSH FRAME FIN FRAME L sheet 3 0(11 3/16"ANN.CLASS 3/16" HEAT STREN'D GLASS 3/16"HEAT STREWD GLASS 075"Interlayer 075°Inlariayer 1� a Saflex CP With PET Core Saflex CP With PET Core _ e� By'Eastman Chemical Co.' By 'Eastman Chemical Co.' 3 OR OR Z r .090"Interlayer .090"Interlayer .075"Interloyer o zQ Soflex Clear And Color Glass Saflex Clear And Color Glass Saflex CP With PET Core By'Eastman Chemical Co.' By'Eastman Chemical Co.' By'Eostmon Chemical Co.' �_ a- OR OR OR O O v 090"Interlayer 090"Interloyer 090"Interlayer SenlryGlas SentryClas SentryGfas a N N By'Kuraroy Americo Inc.' By 'Kuroray America Inc.' - By'Kuraray Americo Inc.' d OR OR O N w 090"Interloyer 090"Interloyer ti Bulocite PVD Bulocite PVD V 0 By'Kuraray Americo Inc.' By'Kuraray Americo Inc.' a O M o Ir 0� 3/16"ANN.GLASS 3/16"HEAT STREN'D GLASS 3/16-HEAT STREN'D GLASS o a A Q r O m o�rnua� in SILICONE RSILICONESILICONE CE 1200 li I \ GE 1200 1j ` DOW CORNING 899 a N:S DOW CORNING 995 o DOW CORNING 899 'I'II DOW CORNING 899 ! co II DOW CORNING 995 u'Z 7 I I ! I DOW CORNING 995 I ! ,�0 ! ,! � V 4 � r 0 AT 1/4 POINTS ON UrTES o AT 1/4 POINTS ON LITES o AT 1/4 POINTS ON LITES U xW n r_1 to WIDER THAN 36" lA n 11 Ia WIDER THAN 36" W r1 n IU WIDER THAN 36" C n W GLASS TYPE 'A' w GLASS TYPE 'E' W GLASS TYPE 'C' `p 0 n 7/16"OVERALL LAM.GLASS 7/16"OVERALL IAM.GLASS 7/16"OVERALL LAM.GLASS 0 W `� (L.M.I & S.bf.I.) & fr w r u~i 1/8°ANN.GLASS 1/8"HEAT STREN'D GLASS C 1/8"HEAT STREN'0 G!_A55 3/16"HEAT STREN'D GLASS .075"Interloyer .075"Interlayer m N Saflex CP With PET Core Saflex CP With PET Core g 0 N M n By'Eastman Chemical Co.' By'Eastman Chemical Co.' m OR OR 075"Interloyer 075"Interlayer c c Z_ .090"Interloyer .090"Interlayer Saflex CP With PET Core Saflex CP With PET Core o Saflex Clear And Color Glass Saflex Clear And Color Glass 8 'Eastman Chemical Co.' By'Eastman Chemical Co.' _ 0=3 1/2"AIR SPACE 1/2"AIR SPACE Y � By 'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR 3/8"AIR SPACE f U p OR OR 090"Interlayer 090"Inlerlayor g 090"Interlayer 3/16"TEMP.CLASS .090"Interlayer 3/16"TEMP.GLASS SenlryGLos SenlryGlas 1/2"AIR SPACE SentryGlos SenlryGlas By'Kuraroy America Ina.' By'Kuraray America Inc.' O By'Kuraray Americo Inc.' By Kuroray America Inc.' 3/16"ANN. GLASS OR OR 3/16°TEMP.GLASS OR .090"Interlayer .090"Interlayer _ 3/16°TEMP. GLASS Bulacite PVB Bulocite PVD 1/8"HEAT STREN'D GLASS 3/16"HEAT STREN'D CLASS - By 'Kuraray-America Inc.' - - __ _-_ _ By'Kuraroy America Inc.' 1/8"ANN. GLASS 1/8-HEAT STREN'D GLASS -- - -— - - GE 1200 - m - - ------ SILICONE / / i z DOW CORNING 899 g N DOW CORNING 899 S rn III DOW CORNING 995 o. II DOW CORNING 995 SILICONEZ C SILICONE iti ] ! I N O I II m 5 GE 1200 — --_ ._ ..m __ _ GE 1200 a u E m DOW CORNING 899 rn DOW CORNING 899 -- - - =- - - -,1 - XL EOGE-SPACER- XL EDGE SPACER Ira !1 DOW CORNING 995 li DOW CORNING 995 I -- _- O `I \ \O I! II _a _-OR STEEL BY'CARDINAL' I! NII OR STEEL-BY'CARDINAL! - - -- - - ! - XL EDGE SPACER _ ! %L EDGE SPACER DURASEAL BY'OVANE%' °Q DURASFAL BY'DUANEX' o m o r N II ST.STEEL BY'CARDINAL' li" - ST.STEEL BY'CARDINAL' p,_ _ Q OR C. OR m O ii OR OR O SUPER-SPACER BY'OUANEX'p_ _ SUPER SPACER BY'DUANEX' 0 DURASEAL BY'DUANEX' a DURASEAL BY'QUANEX' a n F--1 o<m Q OR Q OR W 10 AT 1/4 POINTS W IU AT 1/4 POINTS c u p SUPER SPACER BY'OVANEX' p SUPER SPACER BY'DUANEX' X ALL SIZES y ALL SIZES w 1-1 T'1 a 11 r'-�I 11 W GLASS TYPE 'Cl' w GLASS TYPE 'D' Engr.JAVAD AHMAD R o m AT 1/4 POINTS f0 Ic AT 1/4 POINTS F 1 F 1°OVERALL INSUL IAM.CLASS I"OVERALL INSUL IAM.GLASS C L I ALL SIZES X ALL SIZES FLA.PETOL I. , ^o w GLASS TYPE 'At' w GLASS TYPE 'BI' 1"OVERALL INSUL. IAM.CLASS 1"OVERALL INSUL.LAM. CLASS (L.M.I ONLY) asPRODUCT RBYISBD $ g c V cohlplyin9wiIII BwFlorida. " Building Cgdo 5. Acccco 2019 L r� r O + drawl Utane N 1 9 (S.M.I.) ExpltollonDflto FE Z , W13-42 INORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING By EXTERIOR PLY OF CLASS TYPE'At' MUST BE TEMPERED. M DfldOploducl on 1 sheet4 of I I) y�U EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS - SEE ELEV. I 18Y WOOD BUCK F SPACING fOR SPACING .SEE NOTE ON SHEET L.' Tl � m f.i r---------------° METAL I MIAMI-DADE COUNTY APPROVED I I Z° STRUCTURE EDGE DIST o s I MULLION& ULLIONANCHORS0 x \3 x II SEE SEPARATE NOA I w I `e rn ]EDGE DIST. I a m I I I I H ry a a N o a o sr UUDUOn �UDUD O Ell EJ E17 U \ 0 a SO 0 •°i EI2 II I] EIB U U �' 2 0 Qmo� G II aO EIO 14 Q Q LLZO� F J it ;i i1 D FLAT HEAD WITH BUSHING REQUIRED AT HEAD Q w ABOVE FIXED LITE ONLY ON ALL STRUCTURE TYPES. 0 E13 i� I� II m II , li II ICAL ANCHORS: SEE ELEV.FOR SPACING � m i I WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. � MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA TAPCON BY 'ITW' (Fu=125 K51,Fy 'DO KSI) � C AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K I, Fy=155 KSI) w /4" DIA AGGRE-GATOR BY 'ELCO' (F 95 KSI,Fy=57 KSI) 0 o 0 II �I II INTO 2BY WOOD BUCKS OR W TRUCTURES p0 w v NTO WOOD " ti WEEPHOLES: c w THRU 1BY BUCKS INTO CONC. OR MASONRY I t7 W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) J 0 in O1 n ° m END WITH PLASTIC COVERI N 1 $ i - 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o n W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END w DIRECTLY INTO GONG. OR MASONRY < C Z LL 0 0 o W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END t'- c ' w 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ' 3 0 .n 1-1/4" MIN. EMBED INTO GONG. OR MASONRY (JAMBS) o `� 1 A I - i3 E.rJ p SEALANTSU: #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) a u O 2 i. II 'I �� ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") SILICONE SEALANT. INTO METAL STRUCTURES x STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) w W ---" " - -�i - �'- -- i ALUMINUM 1/8° THK. MIN. (6063-T5 MIN.) II II u 5 TYPICAL D DISTANCE ° W Ela a INTO CONCRETE AND MASONRY 2-1/2" MIN - w - u6 q n _.QO _-- - INTO W000 STRUCTURE = 1" MIN. v g - - — - _ _ W0 y ii ` _. -- -- -- - - - __INTO METAL.STRUCTURE =3/4"_MIN. _ --_ - EI6 WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. CONCRETE AT HFAD - SILL OR JAMBS f'c= 3000 PSI MIN , . e C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm m 2000 PSI MIN. :6 EIS 3 W2--- , EIB O FLANGE FRAMES n U a0 u8 Engr:JAVAD AHIdAD ,� 3 CML I W1 G < � FU,PE 9.70 0 CAN.35 \ a PRODUCTRBVISED with WePloridn $ 8 9 I, a,col < I Uuildi.ig Godo C . O C----� \ I ° AccePleuw Hz iNo-�{� J dr°win no. ° TYPICAL ANCHORS •v. c TYPICAL ANCHORS laliou Dole 2019 F3 2 2(EJq16 ,AI Z9 rf A ° SEE ELEV. 18Y • SEE ELEV. rr `U-4L FOR SPACING WOOD BUCK FOR SPACING 13Ydoptoduc 1 Mil f 1} 1/4"MAX lySPRING LOADED IATCH INTERIOR FRAME WIDTH 7/SHIMS !4l < SHIM /(\J 1� OMIT MAY.TLOADS ETO 360HI. PSF S M L{ E] E16 Ell EIS E9 113 11 Y6 U7 TYPICALANCHORSICHORS 0 h % TYPICAL ANCHORS {{.. SEE ELEV. FOR SPACING ,�-.4Zj FOR SPACING ❑ Q po00 - f N a 0d N o LLL JJJLLLJJJ -O U IV a� N U.io_.o J(7 tromt u9 EI3 EI7 Y9 FB EI{ EI7 EXTERIOR ° v' Q w m 2 METAL D.L.OPG. rO_ STRUCTURE XO LAYOUT 0Y W000 DUCKS SPRING LOADED LATCH ?11 N 7ly OPTIONAL TO SWEEP LATCH SEE NOTE ON SHEET 1 LIMIT MAX.LOADS TO 360 PSF U u. C 1/4"SHIM _INTERIOR FRAME WIDTH 1/4'MAX. J m MAX. SHIMS 4i Lt n D.L.OPG. E{ E7 EI6 EIIEly E9 IJ I 46 Y7 it K ❑ Q p f0I❑ SSIEPEICA ANCHORS z I p N o v.° FOR SPACING W v7 N g 0 M n a ° - - - - I`- R Z o O 1' -_ __-P_-• r O -Mil 12, E5 U 0� N �W W 1 TYPICAL ANCHORS - - - -- -- EXTERIOR > "' SEE ELEV. Y9 EIS - FOR SPACING D.L.OPG. - XOX LAYOUT2. MIAMI-DADE COUNTY u a APPROVED CLIPPED MULLION TYPICAL ANCHORS -- - &MULLION ANCHORS FSE ELEV.,FOR SPACING SEE SEPARATE NOA - INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 2'-' = - - - - - - -- - II I II 8 off=ah - - -n _ p IIFo�❑ I p I I I I I I En9r:JAVAD AHMAD o u Q FICML A P 7059 c I I PRODU( (tEVISED I I - - - II I ulg yviW IIIc Alodda - o # o i I I I I RuIINng ao 15- 5 1 2 I I n AMP1111 No P � Browing no. 201" ' Ey v7 1 FEB 0 2 2996 W13-42 oprod4a o sheets0 t 1 TYPICAL ANCHORSSEE U FOR SPACING I FLANGE AND FLUSH FRAMES CAN BE TYPICAL ANCHORS r 1I USED AT ALL ANCHORAGE CONDITIONS, aY n SEE ELEV. \ EDGE DISI. FOR SPACING EDGE 01ST. o W IQ ,�m 's p 1/4'MAK 7 4"Mm. / INTERIOR FRAME WIDTH INFERIOR FRAME WIDTH / w 1 y. �r� g SHIMS SHIMS N 0 - d,�'.,d, ? d n Ned• IS SPRING LOADED LATCH a 0 p C OPTIONAL TO SWEEP LATCH E a o o U LIMIT MAX.LOADS TO t60 PSF d w N E7 E7 E16 Ell I -Q_____ (���0❑/J�-J 0ILILLJJ CIIIA.L—ANCHoOaR- opW vNtJ� I0 1fIC9A� EE --_--_- aoo 0 0� E115 0U) Zmu ry SHING REQUIRED HEAD WITH BUz2 AT HEAD ABOVE FIXED LITE ONLYLJ ON ALL STRUCTURERETYPES. O EXTERIOR 0a w TYPICAL ANCHORS TYPI SEE ELEV. 00 -i lnodINop I hN.nn� SEE ELEV. rn 4 p r h II FOR SPACING FOR SPACING O= t7 I I I I I 2 ~r H 0 N M n -I Z_j H ry I r. MIAMI-DADE COUNTY o 0 II 11 I' " APPROVED CLIPPED MULLION MULLION ANCHORS I! II II t SEE SEPARATE NOA V m r o II II II INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH II II I IF' W 11 II 11 I I i r � kNk W3 II II o 61 2 B E2 E7 _ _ _ _ _ _ _ .__... 1- W2 E19 FLUSH FRAMES r QO TYPICAL ANCHORS V6 SEE ELEV.FOR SPACING Eng,:JAVAD AHMAD W, CML I " 4 T 4 -L PE/70592 p e PRODTICTREVISED CAN.3518 of_mPlying will)die Pladdq, ^ qq § lding Codc ^ O AccaprmrsNa 1 5 5 1 ( . •8 Ex im,ionDa[c 219 / drawing no. ° s' TYPICAL ANCHORS +7 " SEE ELEV. lJy rr� W13-42 •O, FOR SPACING Mio d ado Pro url on,r01 {CA9 Q 1 J sheet 7 01 11 TYPICAL ANCHORS SEE ELEV. I FOR SPACING i � n t wo n ge g TYPICAL ANCHORS: C m a= FIN FRAMES: SEE ELEV.FOR SPACING Hj m H8 SMS/WOOD SCREWS (GRADE 2 CRS) L o o $ EI9 0 INTO 2BY--WOOD BUCKS OR WOOD STRUCTURES W N 0 S4 1-1/4" MIN. PENETRATION INTO WOOD S �' EIB 3/4" MIN. EDGE DISTANCE ®�, {y u ES Ei7 V aj l A2 p O Oaoa °o I i i E16 II 'I '1 4MAX. 1 4-MAX. Z O Q / INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH / 11 n! 10 EI0a SHIM GAP {{,Z M SHIM GAP / �(p}p Y0 I II- 3/4"MIN. Q O1 5e I I 3 4'MIN. C1a I I�I� f 11 I6 SPRING LOADED ITCH II II II ('.2 OPTIONAL TO SWEEP LATCH �2 O II II LIMIT VAX.LOADS TO±60 PSF I I II II E6 EI6 El{ II II 11 v C �O I n II I' O II 11 0o N 'I II II EDD =--__ I DGE 00 C ST. c O _ II I II I 0 oqy', Cz J vl 0 0 p¢w IC a II II Ys EIl EXTERIORTYP O W �I II II I$ESEE EL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. II ;I II FOR SPACING FOR SPACING W II J II EII 11 I' II i C &} EI1 itp - ea - - 0 O Y� o m`E•�_ B 16 19 ua Q� FIN FRAMES Engr:JAVAD AHMAD I u CML FTA PE '0592 c ' PRODUCTREVISED CAN. Se as complying sill L4e Flo do g 5 z \ building Codo _ AcceptancoNo 15 05 1 2 . 0 1 C I \ I ExpirotiooDato ZU19 O Z 2 i6 drowing no. TYPICAL ANCHORS ;b*11,10 W13-42 SEE ELEV. !MPO ucl ntro FOR SPACING sheet $of 11 CODE PART No. DESCRIPTION MATERIAL MANUP. REMARKS 44 a El CGI-1009 EQUAL LEG FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. `Q M E2 CGI-1002 EQUAL LEC FRAME JAMB/SILL PVC DECEUNINCK NORTH AMERICA LLC. Z j E3 OGI-1016 FLANGE FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. 0�. E4 CCI-1015 FLANGE FRAME JAMB/SILL PVC DECEUNINCK NORTH AMERICA LLC. a E5 CGI-1021 FIN FRAME HEAD PVC OECEUNINCK NORTH AMERICA LLC. IL 6 0 E6 CCI-1020 FIN FRAME JAMB/SILL PVC DECEUNINCK NORTH AMERICA LLC. Q NMj v a N 6 E7 CGI-1003 SCREW COVER PVC DECEUNINCK NORTH AMERICA U.C. E8 OGI-1004 FIXED MEETING STILE PVC DECEUNINCK NORTH AMERICA LLC. Q CN q E9 CCI-1005 LOCK STILE PVC DECEUNINCK NORTH,AMERICA U.C. V gel`I E10 CCI-1070 TOP/BOTTOM RAIL PVC DECEUNINCK NORTH AMERICA LLC. C 0&N o 600 N E11 CGI-1007 JAMB STILE FVC DECEUNINCK NORTH AMERICA LLC. 00 E12 CGI-1008 IG GLAZING BEAD PVC I DECEUNINCK NORTH AMERICA LLC. Z O N E13 CGI-1025 7/16"MONOLITHIC GLAZING BEAD PVG DECEUNINCK NORTH AMERICA U.C. (L Z m a m E14 CCI-802 FIXED MTG.STILE REINFORCEMENT 6005A-T5 CGI EXTRUDER 3 E15 CGI-807 LOCK STILE REINFORCEMENT 6005A-T5 CCI EXTRUDER Q w m f E16 CGI-800 TOP/BTOOM RAIL&JAMB STILE REINFORCEMENT 600SA-TS CGI EXTRUDER r- A E17 CCI-803 HEAD TRACK 6005A-T5 CCI EXTRUDER y a E18 CGI-1026 FRAME REINFORCEMENT SMALL 6005A-T5 CGI EXTRUDER 6'LONG AT MTG.STILE LOCATION U E19 CGI-1027 FRAME REINFORCEMENT LARGE 6005A-T5 CGI EXTRUDER 6"LONG AT MTG.STILE LOCATION u01i MI SCS 1200 GLAZING SILICONE(1/2'X 3/16"BEAD) SILICONE GENERAL ELECTRIC p tj o M2 DOW 995 GLAZING SILICONE(1/2'X 3/16'BEAD) SILICONE DOW CORNING O 0 m M3 DOW 899 GLAZING SILICONE(1/2"X 3/16"BEAD) SILICONE DOW CORNING U N M4 70-10001 ROLLER _ NYLON/SS SULLIVAN OR EOUIV i C ON Fm M6 70-10044 SWEEP LOCK - CGI CUSTOM ATTACHED WITH(2) #6 X 3/4'FH SMS r N M7 70-10045 KEEPER - CGI CUSTOM ATTACHED WITH (2) 86 X 3/4'FH SMS g 0 N M n M8 146-IA NEEP HOLE COVERS PVC CGI-CUSTOM -0 in C M9 Y743291NW .187 z.290 WEATHERSTRIP PILE W/CENTER FIN WOOL ULTRAFAB ZO -n M10 - SETTING BLOCK,2 PER LITE EPDM - DUROMETER 85±5 __0 M11 PROTECTO WRAP WATERPROOFING OR EQUIV. AT FIN FRAME a w N U E M12 W2315NW- .187 z.150 WEATHERSTRIP PILE W/CENTER FIN WOOL ULTRAFAB O M13 W2322ING .187 z.220 WEATHERSTRIP PILE W/CENTER FIN WOOL ULTRAFAB M14 71-10047 ANCHOR BUSHING NYLON CGI-CUSTOM REOD.WITH FLAT HEAD ANCHORS AT FIX.UTE ONLY MIS _70-10002 SPRING LOADED LOCH, 4'LONG _ 6063-75 - CGI CUSTOM S3 g0 X 3'TRUSS HEAD SMS - MEETING RAILATTACHEMENT 4 PER MTG RAIL - - - - o I S4 B8 X 1/2'PAN HEAD SMS - HEAD TRACK V u S596 X 3/4'FLAT HEAD SMS-SWEEP LOCK/KEEPER v b o Zi WHITE RIGID PVC EXTRUSIONS TO BE LABELED WITH MMA EXTRUDER CODE. - - EXTRUDER NAME, CITY.STATE AND'MDCA' Li y = Al Engr:JAVAD AHMAD I o CIVIL FLA.PE 70592 ^ CAN. 38 - o PRODUCT REVISED a 8 V ec comDI ingwidllhe Florida O 3 Do In Code 5 0 5 1 2 q o Accc No 1��9 e8 2016 drawing no. 'Expiration Date r7 Dy W1,3-42] I+ficni adc Product on rol ! sheetoof 11 3.250V p 3.824 . -{ N 1.500 1.030 I `r 060t060. _ O C3 .125 ---r w 2.087 -.060 =cJ - .630 �-�r� II 1.125 .705 1.1947 1.412 I�d1' (��\ �I / If 2.639 d 1.750 .09L ao 0 � TT 1.140 U 2.639 2.069 .070 E16 •63}2 7rl TOP/BOTTOM RAIL REINFORCING.060 .060 E10 VENT TOP/BOTTOM RAIL JAMB STILE REINFORCING E17 HEAD TRACK 1.9oa O8 3.824 -- 3.250 1.500 .6851I^- O a.0 6 WWYN /E3 FLANGE FRAME HEAD E4 o I .06D to O ry J FLANGE FRAME JAMB/SILL 070 .24}z 5y6 LL y 1.500 1.715 1.1�s5 F�-fIIlf��f�! Z�I t top f 3.250 .075 3.824 I 1 I a w m t� � M-1.110-d .060 .060 Q _ .156 71 E15 0�� .630 `ul E18 FRAME REINF. SMALL 1'587 2.639 E9 LOCK STILE LOCK STILE REINFORCING 2.639 U N 1.589 2.250 1.150 .632 1.175 O n .060 O o0 947 ,060 &I LL C 3.824 3.250 1.721 � 1.500 1.061 '910 O FI-N o r E1 3 E2 FLUSH FRAME HEAD FLUSH FRAME JAMB/SILL 200 Els FRAME REINF. LARGE ^ �3 M .070 l�-1.398�1 C Z 3.250- 1.598 04 3.824 O Q E6 FIXED STILE EI4 FIXED STILE REINFORCING U p 1.625 .630 O .060 .060 n 1.750 2.639 u 0�Q 1.587 ��❑� __ - - .070 - - _- -- - __ _- - -- - - -- - _. _ - - ---_ -- O R a - 2.639 ,060 a 2.709 _ _ PnODUCI'REVISED u _.632 _ _ _ _ __ _.ObO L•5� a>comPlyhlgwith the Fl-[ido O e, ...1.625 _ - -- -_._ - tgCadc 5 _ -.- .._ _ - _ - - -L _ _ aaddh p � Acceptance No - ... 8x Imuon Dnw -" -- - -- - 3.824 M-1.125-�I e' 3. - - _ f!Y 250 N o ry o?N _ _ _ _ _ _ � pdo product FIN FRAME HEAD [e 'PIN FRAME- JAMB/SILL En JAMB STILE n i 1.661 •758 .230 .875 Ensr:JAAHMAD 1p- .050 CML 1 FLA.PE p 70592 o a .050 t, CAA. e .32�2_�� ,886 628 '6a5,035 861 1.202 ,070 .908 v` � i o` O �6 drowmg no. .498 .625 ( •g W13-42 E7 SCREW COVER E73 GLAZING BEAD (LAM. GLASS)• Et2 GLAZING BEAD (INSUL. LAM. GLASS) 01 SPRING LOADED LATCH sheet 10 of 11 n 08 0HW MITERED WELDED 0 t2n'(4 CORNERS 0In0.c:04 MITERED WELDED 0 CORNERS LZ 2 25 FRAME JOPCORNE FLANGE FRAMES SHOWN 0 FLUSH&FIN FRAMES SIMILAR 0 Lj U) VENT TOPZBG-FTOM CORNER c C"4 I, MITERED WELDED CORNERS PRODUCT REVISED .s complying wjjIj The Florida O Q PS 'A'UEPi�"= 5 Fl- 10110 2019 MITERED WELDED rc CORNERS En—gr-.-JAYAO AHMAD CIAL FLA.4PPE� 05912 CAN. FIXED STILE TOP/-BOTTOM CORNER ERAME BOTTOM CORNER t FLANGE FRAMES SHOWN FLUSH&FIN FRAMES SIMILAR FLANGE FRAMES SHOWN drawing no. FLUSH&FIN FRAMES SIMILAR r W13-42 FEB sheet—1,-0-f 1-1) MIAM10MADE iffinDADECOUNTY.&ORMA. . .. ....... PRODUCT CONTROL SECTION DEPARTiNIRNT Or,)REGULATORY AND U CONOtHIC RESOURCES(RER) 11805 SY 26 Street,Room 209 BOARD AND�CODB AD1rI1VISTRATION1 DIVISION T(186)315-2590 F(786)315--2599 NOTICE OT ACCEPTANCE (NOA) ly"I'm fit mi d a d t.joy/a cn_q amy Lawson Industrlc7sT1G_1c_. `*, 8501 NW 90 Street Medley,T L 33166 COPE: This NOA is being issued under the applicable rules and regulations ioverniii 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 Miffini-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-xpense 6f 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 Prodliet Control Section that this product or material fails to meet the requirements of thelapplicable 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. (�E SCRIPTION: Clipped Extruded Aluminum Tube Mifflion w/and w,/o Steel Reinforcement-L.M.I. APPROVAL DOCUMENT. Drawing No.LAW YIL-1001, titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "W' dated 08101114, prepared by manufacturer, signed and sealed by Thomas J.Sotos,P. E.,bearing the Miami-Dade County Product Cor4rol Section Revision stamp with the Notice of Acceptance number and Expiration dateby the Miami-Dade County Product Control Section. CnSSILE_i IMPACT RA—TING-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 ControtApproved", unless otherwise noted herein. 1M,NE WAL 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 I of any product,for sales, advertising or any other purposes shall autoinI and *erminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of AOA. ADVERTISEMENT: The NOA number preceded by the words ;IVflami-�Dade County, Florida,I and followed by the expiration date maybe 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. 12-0127.07 and consists of this page I and evidence pages E-1,B-2 and.E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E NOA Na.1"908.08 MtAMhDADECONo 49' 40 JNTY E xpiration Date, May 30,2017 r v er 0 C' Approynl Date: Noyeiu�ber06,2014 Page 1 Lawson Industries,Inc. NO'T'ICE OF ACCEP'T'ANCE: EVIDENCE SIlB1f€ITTED i A. DRAWINGS 1. 'Manufacturer's die drawings and sections. (Submitted ruder previous NOrt's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW—M1..4001., titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 0+1/27/10 with revision"B"dated 08/01114, prepared bymanufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02 T071,dated 09/1C/02,tested per ASTM E8,signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under p)-evious NOA No. 02-050.1.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering&Testing,Inc., Test Report No. DTZ-02-171.4, dated 08/27/02, signed and sealed by Rafael E. Droz—Sella,P. E. (Sitbiiiitted under previous NOA No. 02-050.1.05) 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with in drawings and installation diagram of 120—inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, piepared by Hurricane 'Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E.Droz—Sella,P.E. (Sitbxiiitted unde)•pi-eviotis NOA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201--94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked—up drawings and installation diagram of an alurninum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02,.sigmed and sealed by Rafael E.Droz—Sella, P. E. (Submitted under previous NOA No. 02--0501.05) i 5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TATS 202-94 along with marked—Lip drawings and installation diagramof an alumitluin sliding glass door, prepared by Butrricane Engineering & Testing, Inc., Test Report No. ITETI 02-1717, dated 08/27/02,signed and sealed by Rafael E.Droz—Sella,P.E. (Submitted ruder—previous NOA No. 02-0501.05) Jaime D.43 a�P . Product Control Section Supervisor NOA N '. 14-0908.08 Expiration Date: May 30,2017 Approval Date: Noveuiber 06,2014 E--1 Lawson Industries,Inc.. hiOT>lCE OF ACCEPTANCE: EVIDENCE MaNUTTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test,toading,'per FB C,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding'glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-1376, dated 01/31/96,signed and sealed by Gilbert Diamond,P.E. (Stibinitted underprevious NOA No. 95-1212,09) 7. Test report on. 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90—inch span mullion and a 45-inch high fixed window on top,prepared by Fenestration Testing Labioratoty,Inc.,Test Report No. FTL-1383,dated 02113/96,signed and sealed by Gilbert Diamond,P.E. (Submifled untlerprevious NOA No. 95-1212.09) C. CALCULATIONS s I. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by manufacturer,dated 05/17/10 and updated on 01/25/12, prepared,-signed and seated by Thomas J. Sotos,P.E. (Sttb ititted rrtitlet•previoits NDA No.12-0127.07) 2. Glazing complies with ASTIM E1300-04/09 a D. QUALITY ASSURANCE 1. Miaini Dade Department of Regulatory and.Econon4ic Resources(RER). E. MATE,RLAL CERTIFICATIONS 1. None. a F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 511'edition(2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES,,INC. as a for profit corporation, active and organized under the law's.of the State of Florida, dated 04/11/14 and filed at the Secretary of Slate. 3. Statement letter of conformance to and complying with F33G---2010, issued by manufacturer,dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Subinitted tuirler•previousNOA No. 12-0127,07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20112, signed and sealed by Thomas J.Sotos,P.E. (Submilled utt(let prevloits NOA No. 12-0127.07) ; Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Dnte; May 30,20x'1 Approval.Date: November 06,.20t4- E—Z A Lativson Industries,Inc. NOTICE OF ACCEPTANCE ...EVIDENCE SUBMITTED F. STATEMENTS (COWINUED) 5. 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 the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20110,signet[and sealed by Thomas J. Sotos,P.E. (Submitted under previous MA No. 10-0610.02) 6. Laboratory compliance letter for• Test Reports No.'s HETI-02-1711, HETI-02-1716, HCTI-02-1717, HE,TI-02-1718, dated 8/27/02 and HETI-02 T071, dated 09/16/02, all issued by Hurricane Engineering &Testing,Inc., signed and sealed by Rafael E.Droz--Seda,P.E. (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s 1171,-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Labolatoiy, Inc., signed and sealed by Gilbert Diamond,P. E. (Subynffted underprevious NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement —L.M.I.", approved on 03/29/12 and expiring on 05/30/17. i N • i Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No!14-0908.08 Expiration Datc: May 30,2017 Approval Dnts: Novenilier 06,2014 E-3 i THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACTI 14 AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. R ANCHOR/CLIP -0 GLAZING HORIZONTAL MULLION PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ON ANCHOR CLIP HORIZONTAL MULLION I GLAZING 7 DUCT/ 55 F + GENERAL NOTES: L -- ---- ----- 34 PRODUCT a DESIGNED To COMPLY V11,TH THE ZH& � THESE [S C INCLUDING 1- T IS TS OF BEEN D c REQUIREME j THE FLORIDAF ORI2A BUILD N ODE 201TEDITION 'G mi. le yjy + 1 Gel Y HU CHWIZ VERTICAL CH EL HURRICANE 26NE .0 ALL GLAZING PRODUCTS R.OUC USED WITH TH 5 MU S MUST MEET T VERTICAL A E 2 HE MULLION —MULLION APPLICABLE FLORIDA BLDG.CODE REQUIREMENTS LE:WIND LOAD,WATER Cl INPURATIO� FOR ED ENTRY RESISTANCE, SAFEGUARDS ETC. MULLIONS ARE APPROVED-FOR IMPACT AND NONzIMPACT APPLICATIONS; INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED: GLAZING GLAZING GLAZING GLAZING 3' n.k 8 4.WOOD BUCKS Elf OTHERS,MUST HE ANCHORED PROPERLY 70 TRANSFER PRODUCT PRODUCT PRODUCT ::3 in PRODUCT LOADS TO THE STRUCTURE, I q E� -5.ANCHORS SHALL-BE-AS-LISTED,SPACED-AS SHOWN-OM-DETALS,ANCIIORS 0 t EUREOMENT TO ME MATERIAL SHALL BE BEYOND WALL DRESSING OR SRICCQ. x ANCI­IOR/CLIP­j 6.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ri ARE NOT PART OF THIS APPROVAL. 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF P, WOOD ANCHORS ONLY. I'll Ll/ r4 S. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, WS _W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET is MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE-SECTION 20018A. [i MULLION SPAN uj W1DT1_1 (IV) 11 + 12 + Wa MULLION & CLIP NOTES: I 2 0 1, FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z 2 OF 10 FOR DETAILS AND NOTES. d ANCHOR/CLIP ANCHOR/CLIP • REFER TO SHEET 3 OF iC FOR MAX. MULL DESIGN PRESSURE CHARTS -HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET Z 4 OF 10 FOR DETAILS AND NOTES. J� REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS '3 GLAZING PRODUCT 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS VERTICAL 9 6, 7. 8, & 9 OF 10 FOR DETAILS AND NOTES. MULLION + ol REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS GLAZING GLAZING PRODUCT =I in PRODUCT GLAZING GLAZING 'z PRODUCT PRODUCT a3g VERTICAL ANCHOR/CLIP- MULLION ANCHOR/CLIP v 7-T W , WI 2Wt W2 R ca. ., .{✓ �_' W MULL of L.? PRODUCTROYISSO WI + W2 WIDTH (W) WI + W2 oa 2 F TYPICAL MULLION ARRANGEMENT I.G70 Lj�n_M- - ALL RS A56 TYP. 46E l3iO3 gE -- 1162- .Izs o q i 3.000 �IF �- _. 1.105 1,5WdA00 ,I1S � . N Q VZo 7AD0 3.062 1000 ,117 0 m O��5c; STDXTIIRF 47PIDON FRAME 2.003 L732 2-062 Z LI2003MULUON L_ JII R406]-T ))) J � � O,IBOr�•!02 IADO-t .156 .102 O'=NONTCH .L• 0,370 2 X 61.062 LIDO �LA62STD. TIIBi X4 1 X3 1 X3 1 X �rUSTOM MULLION CUSTOM.MULLION CUSTOM MULLION CUSTOM MULLION .ISTOM M IONIAULLION6063-76 6063-TG 606]-T6 J6003-TG 004]-TfiIxx:'2.070 In Nxx: 1.000 in Ixx: 0,950 in Ixx: 0.370 in4 Ixx: 0,330 In (j m2.W3 Sxx: 1.035 inj Sxx: 0.667 inl Sxx: 0.633 Ina Sxx: 0,370 in'. Sxx: 0,330 in3 Z a(FLANGE FRAME) (FIN FRAME) (FIANCE FRAUE) '(FIN FRAME), TGE FRAME) USTANDARD TURUTAR SHAPES rrrr7�7�++ mTYP.WA1L 125'ALL 2.030 ALLOY v 6003-Te 1.000 ,125 �niidlll Gni a BJ] As[rpinA[uN!o "Q O w E3 TYPICAL I kypl[n'anD GLAZING PRODUCT R7: ,y .12{ I--1.00D-1 Vul Dad.T.-KFC1'mtln 1.000 2.000 ,125 2.250 =�'�� I ' �I ���JJJJ 'I ,125 iR !X 11L1 1 LU 2.300 6091 TS I IP 2.300 3.030 I,a00 1,000 I g S a � MULLIONS CONTAINING 1 X 4 1 X 3 1 X 2 Y �_ v •L' STpTUHF IA1 N�11DN STD, ]JIBE MULLION STD, TUBE MULLION NOTCH TYPICAL GLAZING PRODUCTS 5063-TO 6007-To 3063-T6 "I"ll 2 X fi 2 X 4 /. 1 i a HORI7.ONTAI. OR VERTICAL Ixx: 2.070 in. Ixx: 0.950 in. Ixx: 0.330 in. Sxx: 1.D35 in� Sxx: 0.633 in Sxx; 0,330 in� o• o STD. TUBE 6NLLL1pp1 STD. TUBE MULLION SEE YAIN011W OR ODOR APPROVAL FOR FA57EIIEflS SITES MID SPACING 6053-76 6063-T6 ro Ixx: 8.280 in Ixx: 2.900 in •{ N t r Sxx: 2.700 ink Sxx: 1:150 ink 2247 a �'L• •L'� CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS MULL "L^ LNSTRUCTIONS: USING MULL19N PROPERTIES Q= a k USE CHAOS RIO GRAPHS AS FOLLOWS. '1r•! I X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ;TEP L OE7En1NINE DESIGN LORA REQUIRED FOR PMOCUUfl OPElRNO, AND CAN BE USED WITH ALL IAWSON'S MIAMI-DAOE y I X 3 2,688' COUNTY APPROVED IMPACT ANO NODI-IMPACT PRODUCTS. IroTGH 1 X 4 3.688' STEP 2 use APPROVED clAznc PRaOucts uEETxc ARavE LOAD o _ =•' OPTIONAL REOUIRE1lEHTS. y�N' •�^� f `1•moi 2 X 4 3,688' '�P USE CONNECTION TO MULLION AS PER PRODUCT NOBS 4 125 MIH. 2 X 6 Sb 2.030 88 STEP 4 spEm MA%ILIuLL s1N0.1 sPALIIIo. 1. REFER TO THE GENERAL NOTES ON SHEET USING CHARTS GN SHEET 3 OF 10 SELECT MULLION SIZE I OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 W1111 DESIGN RATING MORE THIN DESIGN LOAD SPECIFIED !I- SNUG INTO TUBE MULLIONS. IN STEP 1 ADOVE, 2. MULLIONS MAY BE ORIENTED VERTICALLY OR F z ✓� AN2LEW2 2. WkERE ANGLES ARE NOT FR SNUG USING ANCHOR TYPES Off SHEET 6 7HRU 9 AND ANCHOR LIW215 HORIZONTALLY.. „'l'•�, �2000�, 9003-T6 INTO TUBE MULLIONS, SEE OPTIONAL STFF 6 Oil SHEET 9,SELECT ANCHOR TYPE WITH OESIGN RAIIIIU 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION •:•.Icl ANCHOR DETAIL AT SHEET 9 OF W. UDRE THAN THE DESICII LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. ' A TUBE-MULLIONS TUBE MULLIONS TUBE MULLIONS rWldMULLSPAN 1X2 1X1 1X4 2X4 2X6 Wldth(w MULLSPAN 1X2 1X3 !X4 ZX4 2X6 'WldthW MULL'SPAN 1X2 9X3 iX4 2X4 2X6 Y+ z ' 153.3 150.0 150.01530 ibu.0 8 20.3 01.6 150.0 150.0 150.0 18 - 19.3 q2.1 60.5 160,0 1&1.0 150.0 150.0 '160.0 1150.0 24 21.2 S#.1 -133.2 150.0 160.0 24 31.5 4513126.2 102,6 150.0 1600150.0 150.0 30 17.0 48.0 105.5 150.0 150.0 30 - - 25.2 36 3 100.9 '!123.0 150 O l60.0 150.0 36 40.7 88.13 127.8 150.0 36 21.0 . 30.3 84.t M 87.0 #5a.0 150.0 150.0 150.0 42 34.9 76.1 109-5 150.0 I 42 18.0 25.9 72.138.318" 78.9 150.3 150.0 150.0 150.D 40 74.114" 30.6 66 8 95.8 150.6 48 120" 15.8 22 7 63.1 m ie a 5q 68.3 137.6 15a.0 150.0 1640 64 27.2 59.2 85.2 150.0 64 - 20.2 58.1 o - 60 61.5 123.9 150.0. -160.0 Y5tl.0 60 24.13 63.3 78.7 144.2 613 10.2 50.5 66 55.9 112.5 160.0 1500 150.0 88 22.2 48.A 69.7 131.1 68 118.5 46.9 s� o o z � � 72 5i.3 103.2 160.0 150.0 150.0 72 20.A 44.4 63.9 120.2 72 15.1 42.1 a o X .94 0 v 70 .47.3 95.3 150.0 150.0 160.0 70 18.8 4113 5913 110,9 78 - 38.8 b`e a 113 89.3 150.0 150.0 - 1540- -150.0 i0 -- 68.3 122.6 iso.0 150.0 18 31.6 45.5 126.4 ?A 67.0 150.0 150.0 160,0 150.0 24 42,2 9210 132.4 15010 24 29.0 _34.1 04.8 c' j 36 44.0 118.6 150.0 Y50.0 3.7 30 150.0 30 - 33.8 73.6 106.9 150.0 30 1 27.3 75.8 160.0 1580 150.0 42 - 24A 52.8-- �7 1508 42 132' �7 q.2 z 0 150,3 38 81 q0 9 513,6_811 01.3 _88.3 _1500 96 16.0 - qZ - - - -- -38.3 - 1311.7_ 9.5 54.2 E' 48 60.618" 33.5 69.0 145.4 150.0 150.0 40 813' v 21.1 46.0 .2 to . 48 7.1 47:4 54 29.8 79.1 129.2 1150,0 150.0 64 1 1252 64 16.2 42.1 z m 60 28.8 71.2 116.3 150.0 160.0 BD 16.9 36.8 53.0 1127 60 - 37.9 H tr o I 88 24.4 84.7 105.7 150.0 150.0 86 15.3 33,d 48.1 1024 66 313.6 S 72 22.3 59.3 98.9 139.5 ul 150.0 72 30.7 44.1 93,9 72 31.8 78 20.6 54.7 89.5 128.8 160.0 78 20,3 130.7 66.7 70 29.2 18 62.6 154.0 150.0 150.0 150.018 37.7 02.1 118.3 150.0 18 24.3 35.0 97.4 24 46.9 135.1 150.0 16Qa Y50.0 24 28.3 61.6 B8.7 150.0 24 18.3 26.3 73.0 1 I 42 26.8 177 2 13.1 1150.0 160.0 42 18.2 35 3 711.1 150.0 3a - 21.0 50.4 � W 3D 37.5 30 22.6 401 1. r 69.1 143.8 36 _ 17.5 48.735 31.3 PDA _ a `,2 50.7 123.2 42 15.0 41.7 x 48 67". 23.5 S7.6 114.7 150.0 150.0 48 136 30.0 44.3 107.8 40 144" 36.5 7 64 20.9 50.0 101.9 148.8 15(10 54 27.4 30.4 95.0 64 - 32.6 60 18.8 64.0 91.7 1321 150.0 fib 24.8 35.5 88.3 �§o 29.2 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 713A 20.672 15.8 46.0 78.5 110.1 150.0 72 20.6 20.6 71,9 24.3713 41.0 70.5 101.8 #50.0 78 t0.0 27,3 66.3 2Z5 " i0 136.3 133.0 #50.0 1540 150.0 18 28.5 57.7 83.1 150.0 18 31.10 88.1 2q 34.8 190.0 150.0 150.0 150_0 24 19.3 43.3 ..., 82.3 Y540 24 - - 23.3 &1.6 30• 27.8 80.0 150.0 150.0 150.0 30 - 15.9 34:6 49,8 136,3 30 18.5 61.7 " `a 36 23.2 66.7 125.2 164.0 15(1tl 36 - 28.8 41.5 113.6 36 15.5 43.1 M LL 42 19.9 57.2 107.3 150.0 150.0 42 24.7 35.6 97.4 1 42 36.9 d v" 48 63 17A 50.0 93.9 136.1 1500 48 106" 21.6 31.1 85.2 48 i`° - 32.3 r 54 15A 44.5 83.4 #20.1 150.3 64 19,2 27.7 75.7 54 28.7 " 60 40.0 75,1 108.1 150.0 60 17.3 24,9 68.1 6a 25.0 i z 66 35.4 68.3 68.3 150.0 66 15.7 22.7 82.0 66 23.5 9 72 33.3 S2.D 9D.i 1500 72 20.8 56.8 72 21.6 a 7B 30,6 57.8 83.2 164.0 713 19,2 52.13 78 19.9 N0m?D?rraI.MULLION a%"c"uzntc TYPICAL MULLION A,RRA14GENJENTS 'yi' PRODUCT ` 3 Y' •_f i gOLllGlt ARcH£5 TO HE DISCRIDEO INSIDE R£CTNM"51UPE .,- •j,(��5 ' �'at GLAZING GLAZING O C •--' ..- N 7E' i'RODUCTtt6VISUD '4:4, pRGOUcT: PRODUCT �N MULLIONS RATED IN THESE. CHARTS MAY BE ORIENTED ,ur,,,"p1yhLG�rit4umtrluNdn x L VERTICALLY OR HORIZONTALLY. iklild+n0Co4c °� - :' ctnzutG GLAZIHG (INTERPOLATION BETWEEN WIDTHS ALLOWED) naepkmcoi11o� l��/.�J139 - " pRa(suct p8009Ct Eiplmth n 57'"'. o . WIDTH (W) = W7 w2 1.iiam�lu 2 dapmdurionHul w "t:ttt„Lt;LtrL'�\ W7 W2 MULLION SPAN 2 Fi I& r I F' iq 125 <= z 7 7 .115 1.732 4.000 I L 2 X 4 3..DO 3.008 32 Li STD, JURF 5 c TYPICAL 4420 WIDOW FIUME ,_W � :2 z 2X MULLION cip j 0 6083-Ta .1561 102 to:9 NOTCH 'L' &DOO 1.662 LT.;�_ I. Q OPtIONAL I x 4 1 X 4 STD. TUBE MLJI 1,10M I x 3 CUSTOM MU STD, TUBE MULLION I x 3 0003-SO CUSTOM MULLIO LLIO 6063-7 11063-76 CUSTOM mULL101 16063-To lxx,. 4.7og i'�. Ixx; 4.709 111! 6 4 Jxx: 2.168 in Ix)r 2.2 18 Ire. Ai Sxx: 2.355 in� Sxx: 2.355 ir� Sxx: Sxx: In.1.445 in. Sxx': 1.479 in. (FLANGE FRAME) z (FLANGE FRAME) (FIN FRAME) r Q STANDARD 7UBULAN EWES TIP.WALL-.125'ALL ALLOY- 6003-TO ,750 ;1 IWr4 T TYPICAt. uj GLAZING PRODUCT -'IBa ?_ODa- 2A00 125 22SD _T J�0 4 k�z 0.-ac 4A00 1-125 _LX.MULuciN a ip a6Da ,.6a0 3.625 T u MULLIONS v HOTCH TYPICAL GLAZING PRODUCTS .X5.4 V. L OPONA n L . HORIZONTAL OR VERTICAL L I'RODUCI'RHVISED SEE WINDOW OR DOOR APPROVAL FOR 2 X 5 2 X 4 FASTENERS SIZES AND SAW A G o STD, TUBE MULLION SID, TUBE MUI 110 K lxx,lg 648 In Ixx: 7.649 in Sxx; 6.549 jrSix: 3.825 in CLIP LENGTH � � RECTANGULAR ALUMINUM TUBE MILLION hfULLIRSTRUOTIONSO USING MULLION PROPERTIES GAILY }11IIIIIrI I X 2 1.688, USE CHARTS AND GRAPHS AS FOLLOWS. STEP I OugRWIRE DESIGN LOAD nEqUIREO ran PARTICULAR OpER, THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT I X 3 2.6881 ANO CAN BE USED WITH ALL LAWSON'S MIAMI-DARE I x I STEP USE APPROVED GLAZING PRODUCTS uEETInG ABOVE TOAD COUNTY OUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. OPTIONAL 3.6581 REQUIREMENTS. STEP USE CONNECTI011 70 MULLION AS PER PRODUCT 125 NIH. 2 X 4 3.698 APPROVALS' 2aDaR X 6 5.6BB' SPECIFY MAXIMUM SHIM SPACK, I. REFER TO THE GENERAL NOTES 014 SHEET STEP 4 Or I 1 - USING CRAMS ON SHEET 5 OF 90 SELECT MULUOR SIZE I OF 10 FOR BUILDING CODE COMPLIANCE, 1 ALL CLIPS AND ANGLES ARE TO FIT WITH DESIGN RATING MORE 71WI DESIGN LOW SPECIFIED S�UG INTO TUBE MULLIONS. IN STEP I ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ANGLF a 1 2. WHERE ANGLES ARE NOT FIT SNUG HORIZONTALLY. USING ANCHOR TYPES ON SHEET 6 7HRU 9 AND ANCHOR CHANTS INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RAN 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION ANCHOR DETAIL AT SHEET 9 OF 10, 13 cca MORE THAN THE DESIall LOADS SPECIFIED III STEP I ABOVE, ARRANGEMENTS OR STACK CONFIGURATIONS. to STEEL REINFORCED TUSE MULLIONS STEEL AElNF0RCEDTU13FMULcl-0-N-8--1 STEEL R8INFORCED TUBE MULLIONS Width w MULL SPAN 1X3 1 X 4 2X4 .2X6 Width w MULL SPAN 1X3 I 1X4 2X4 2X6 Wldth w MULLSpAN 1X3 1X4 2X4 2X6 P 18 150.0 150.0 150.0 150.0 8 150.0 160.0 150.0 150.0 18 44.0 95.724 150.0 150.0 150.0 150.0 24 150.0 160.0 c 5 150.0 36 ifi0.0 160.0 160.0 150.0 30 30 150.0 1500 150.0 150.0 301 1. 150,0 150.0 ,. 150.0 2a 33.0 71.6 9362 160.0 o q 0 t50.0 30 28.4 57,4 93.2 160.0 ti y D 150.0 36 22.0 47.8 77.7 150.0 ' 1 y 42 160,0 150.0 158.0 150.0 42 79.7 150.6 150,0 150.0 42 18.9 41,0 86,6 150,0 v c 4B 30-31B" 150.0 #50.0 150,0 _150.0 AB 74.114" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 M42.410H�g o g q �a 54 150.0 150.0 150.0 159.0 54 82.0 134.6 160,0 150,0 54 - 31.9 1 m o `Iv 60 _ 160.0 160.0 150.0 150.0 60 56.6 121.2 ib0.0 150.0 60 28.7 .8 3' y ut qq 66 150.0 150.0 150.0 1900, 66 50.7 110.1 150,0 150.0' 66 26 1 0z� o &Q72 ifi0.0 #50.0 150.0 150.0 46.5 101.0 150.0 150.0 72 23.0 sO78 150.0 150.0 150.0 1500 42.9 932 150.0 150.0 78 22.1 18 160.0 `150:0- 160.0. 169.0 _ 18 -128.4 160.0 150.0 150.0 18 _ 33.1 71.9 024 150.0 150.0 160.0 160.0 24 96.3 160.0 150.0 150,0 24 24,8 -53.9- 87.6 160.0 30 166,0 #fi0.0 1fi0.0 160.0 30, 77.1 150.0 150.0150.0 30 1913 43.1 70,1 150.0 a 30 169.0 160.0 160.0 160.0 36 64.2 139.5 160.0 160.0 36 16.6 35.0 58.A 150.0 d2_ _ 150.0 160,0 150.0 150.0 42 55.0 119.5 #50,0 1 150.0 42 3D.6 50.0 128.5 G 40 50.518" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 160:0 - 150.'0-- - 48 132" - - 27:0-- -43:0- 112:5- 64 150.0 150.0 150.0 150.0 54 42.0 93.0 150.0 150.0 54 24.0 38,9 100.0 14 80 150.0 150.0 150.0 150.0 �72 38.5 83.7 135.9 150,0 60 21.6 35.0 90.0 a p 66 147.7 150.0 160.0 150.0 Be 35.0 78.1 123.6 150.0 66 19.8 31.II 81.B 72 135.3• 150,0 150.0 150.0 32.1 69.7 113.3 150,0 72 #8.0 292 76,0 78 124.9 •150.0 150.0 150.0, 29,6 04.4 104.6 150.0 70 - 16.6 26.9 60,2 Vb +4 iB 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150,0 iD 25.5 55.4 II9.9 150.0 24 150.0 150.0 160.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.6 67.5 150.0 ti 36 150.0 150,0 150.0 1,50.0. 30 61.0 112.1 50.0 150.0 30 i5.3 33.2 54,0 138.6 3fi 160.0 150.0 160.0 150.0 36 43.0 93.4 150.0 150,0 36 27.7 45.0 116.5 a 42 156.0 150.0 150.0 160.0 ! 42 38.9 80.1 930.1 150.0 42 23.7 36.5 99.0 48 fi7" 150.0 150.0 150.0 150.0 48 S6" 32.3 70.1 113.8 150.0 40 144'1 20.0 33.7 86.6 64 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 #50.0 54 18.5 30.0 77.0 6D 123.3 #50.0 150.0 150.0 60 25.8 58.1 91.1 150.0 Go 16,6 27.0 89.3 66 112.1 160.0 150.0 150.0 Be 23.6 51.0 02.0 160.0 66 15.1 24.6 63.0 72 102.8 150.0 150.0 160.0 72 21,5 45.7 75.9 150.0 72 22.5 57.9. m 3 78 -T4-.8 .--TKO 15D,0 110.0 78 19.9 43.1 .0 150.0 8 20,8 53.3 c 18 150.0 160.0 150.0 150.0 18 80.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 L q 24 150.0 150,0 150.0 150.0 24 45.3 98,4 150.0 150.0 24 16.9 36.7 59.7 30 150.0 150.0 150.0 160.0 30 38.3 78.7 127.9 150.0 30, 24?r 4T.7 122.6 36 150.0 150.0 160.0 160.0 36 30.2 65.6 1D6.6 150.0 36 24.5 39.8 102.2r cb 42 130.5 150.0 160.0 160.0 42 25.9 56.2 91.4 150.0 42 2#.0 34.1 87,8 d g 48 63';' 114.2 150.0 150.0 160.0 40 100" 22,7 49.2 70.0 150.0 48 150" 16.4 29.8 70.6 r a E72 101.5 150.0 150.0 160.0 64 20.1 43,7 71.1 150.0 64 18.3 26.6 88.1 Ali 91.3 150.0150.0150.060 16.1 39.4 04.0 �7O 64 23.9 61.3J}z°83.0150.0 160.02 150.0 66 15.5 35.6 58.1 66 2#.7 55,7 Q 70.1 150.0 150.0 7Z15.1 32.8 53.3 72 19.9 51.1 a 70.2 131.4 150.0 160.0 76 30.3 49.2 78 18.d 47.2 ttORf2OHTAi,itttLtiON .11�111111I/17j. =-Cwlt4a TYPICAL MULLION ARRA14GEMENT$ 3�t+ai vEHnau .'� PRODUCT MULLION ARCHES 10 BE INBCRIOEO MOE REWANGU AR SHAPE 2 NOTE,• huh t,'. `=• -' CLn u GLAZINGOGu ¢ i'tiD1ItJCi'REVISDD tiy a FReT �aT :Dm MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED mw,nl4yingwi4,IlmilndAa VERTICALLY OR HORIZONTALLY. 8ui41uOCa2a /'� od•: c GIAZING GLAZING 111.IrrlmNn� +�©r {,_J y� FRGOUCT FROOuCT (INTERPOLATION BETWEEN WIDTHS: ALLOWED WS t W2 By a wI w2 WI#)TN {W) a yil m111adetrat"ilcmit~,v4 I . :,',"`, w MULLION SPAN 2 A MIN. EDGE DIST, 1 1/4" MIN. 6/16'TAPCOUS 5/16"TAPCDNS 2-3 16" CONCRETE OR ,t° 1-I/2'Mill.%MQD PENCFRATION 1-1/2•Mill.WOOD PENEIRATION ( ' EDGE DST. 2 PER CUP(1 ON EACH Y'AND) I PER AHCUE 4' OLLOW BL,)CK 5/IG'FAAWNS 5/{O'Towns tn 1-3/4'Mill.EMBED 1410 MASONRY 1-3/4-YAH.EMDEO INTO MASONRY 4 PER CLIP(2 Oil H YANG) 2 PER ANGLE O 5 MINto - I I \Z , .'•;,� •, •? t1 �: r\t� I I �� T..a I`•o• O W I r m � s z o l { 7 O 4 O 2 7{i6" l i I M w ^------=— Ix ILOATING CLIP ALUM AxtBLE6 IAIIJ. 1 1 I I ut s a k iv 1 I BUCK I u x I DY tt_3 i i �2' x z x rjD. aia \ WOOD SUCK I I t ^_- WOOD BUCK 'i ix FLOAT114 CLIP I t ALUM ANCLE 5 p .5 1 I I t I t z 1 7 \ I I N �dd 1 I 3/4" MIN. 9/15'TAPCGNs ! ANCHORS TYPE '0' (INTO BLOCK) �0 � EDGE DIST. J 1-i/2'Mill.WGGO PENETRATION , r PER aNCL ANCHORS TYPE G (INTO CONCRETE) Q�H ALL CLIPS ANO ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK w p INTO TUBE hSULL10NS. INTO CONCRETE OR BLOCK j ,..)to a r 1"x4" & 2"x4° MULL �/�W a: I I I TAPCONS AIAY BE HEX OR FLAT HEAD. 1� MIN. EDGE OI`4.T. r 2^3/16" CONCRETE OR rr Lx) yy i t i 4" HOLLOW BLO K 5/16'TAMNS S/16"TAPCONS I I 1 1-3/4'MIN,EMBED INTO MASONRY 1-3/4'min.EMBED WO MASONRY 7 I j { 1 I 2 DY i t 2%2 x 4//G' - 2 PER CUP{i ON EACH YANG} t PER AttCLE � a '"""•'---" WD00 BUCX I ALUU AN= ALL CLIPS AND ANGLES TO FIT SNUG ALTERtfAtE INTO TUBE MULLIONS. "'•�• 1 ( I N Y NICHOR LWATIOlf TAPCONS MAY BE HEX OR FIAT HEAD. ANCHORS TYPES 1 II N a A 2 ANCHORS INTO WOOD i i i b --- WOOD BAC( IX FLOADNO CLP ALUMANCUE G- a 5/16'TAPCONS 9/16'TAPCONS ` I --_-_- i - I I 1 1/4" MIN. t-ij2'Mill.Yt0O0 PENEIM11GiI 1-1/2'Liles.YFO00 PENETRATION E GE DI 4 PER CUP(2 011 EACH WIHO) 2 PER ANCLE Y^ n ANCHORS TYPE 'C' (INTO BLOCKl I s i I n �1 I :.'' `•., z ANCHORS TYPE 'F'PINTO CONCRETEl :'• 2 ANCHORS THRU 1X 13UCtt a/1LLrrir7rrFi, INTO CONCRETE OR BLOCK �` t E1 .• ii i i �+ - `•; It -"'---^--- -- -FLOATING CUP t Ii ALUA{ANCLE 1 1 '�w;•': O C: �- \ u i = rnonucrlLrvlsz=o >ae�.'� � �a r.- i Yroao uuclYcUulidtigC Kjwvid7LlleFlodJu t n 4 07 � j Acre ummNG, �/ 'r.,. '• L'-SPlratiGl)�Al C7 G'YO'.�'y � tai. : -•;• „ • ANCHORS TYPE B ALIEflWTE 4 ANCHORS INTO WOOD ANCHOR LGCAI OH a MIN. EDGE 01ST. MIN. EDGE DIST'. 5/1G TAfEONS 2-3/15"CONCRETE OR 2-3/16" CONCRETE OR MIN.EMBED 1111D MASONRY 4" OLLOW 0 CK 4' HOLLOW BLO APER CUP 1 ON EACs!YnH6) TAMILS 6INTO t WORRY 5J16'TIPCpHS 4 v7 rd 3 1 f 4 I-S/i'Pit.ENBCII 0110 WORRY 1-34 It EMBED INTO EACH yfflRY I-7/4'WH.CUBED 11714 ApODfI tY MIN. I PER NRGLE 3/4 {PEtt CUP{2 tl71 FACH YnI(0) 2 PER Attf'L5 an q r .• t. .:r MIN, `�i •,�`• .'.a� ••*,• .� •Lr •.'t . 'rte Q as U 4 _ - o M"` •1 1 •M ;I: I I; •Ir 'I- I• t' i, q :T. t• • dl _ - O - i M• i i in :C o 1 i CWiCAETE OR I f t I COHCREtE dR i 1 03-•C. IC o - - ra' -.. • --- - ET - L-j - _ - CEUEIN OLOCK- t I - - - _- - - -_ 11 __ _ .CCId 1U NIDCK R__t _ - COHCAETE OR- - r-T - i ! - 2-X 4 X 1je'-- M.-<- '- __ _ rr+ _ - _ _ __ 1 / ..-7 X 2 X t18'- - «-_- CCMCHT BLOCK I I ALU41 ANGLE + I __ '"'• •.-- 1 I AUJU A71C - N I I j TLOAITHC CuP I I 1 I 2 7/16 I FLOATNRG CUP i S t I 1 i i I I MIN. I i i i I p7 �-- 1. ANCHORS HYPE 'C' (INTOBLOCKS ANCHORS TYPE 'D' (INTO BLOCK) Ul 1 ANCHORS TYPE 'F' (INTO CONCRETE} ANCHORS TYPE 'G' {INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR GEMENT BLOCK4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4" b. 2"z4" !MULL f/) e x !•----------i ALTERttATE MULL I ANCHOR LOCATION uuu ---------I I It g i 1 I FLOA71HO CUP IT -� I ------------ ji - CEMENT aR a S cELtElrr aLocR �-i 5/191 TAP14115 +�:.1:•` t, Jii M 3 ' •°' I•+•'o .•'i' u "' T-7j{ UIH.EUBFD + INTO UASNRRY 2 PFA 4 �•-•t I + '� I • 3I_ (I ON EACH YANG} '3 SjiC'TAPCONS 1-3/4•N11L ELIDED INTO MASaYITY t R 2PER 1M ♦ 04CLE PER t71P{2 ON EACH PAHO} . 1 _ I' 1 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HE •.D '' I'RODUL71il:VI5CM7 ..'-'"'_�'- L t '••. .1 __ aAcmd i In wilk11wFlurtelo au�'•�e �•� t$alldidiTCuda h •�}(✓ °QST .�`. x•,'.' �r '^.yr 1 + `tz •. .' •! CUPS OR ANGLES CONNECTED pIRECT�Y TO MASONRY TO BE PROTECTED ActtlIMnrvNR- VQ/ t� �w ` 1 ..•,, ti{ WITH ALKALI-RESISTANT COATINGS,iSUGN A5 BITUMINOUS PAINT OR 511a n Dp �OA aViATER-WARE METHACRYLATE LACQUER. cUBL 1 pFtddOtt QTOlto ',~` IN10 UASOt111Y-t AER ANGLE MIN. EDGE DIST. MIN. EDGE GIST. 2-3/16" CONCRETE OR 2-3/N. CONCRETE OR !° A" HOLD K 3-3/4- 5/10tMcaNs 4" HOLLOW BLO R 3-3/4" S/la-TAPCO S y MIN, I-3/1'MIN.CUBED FR10 krAsonRY MRN, 1-3/4"MIN.EL10ED 1100 VAGOIRY O •`.•�• •, •,• ''c''' 2' 4 PER CU ( OH EACH VANG) \ PER CU ( Oil EACH M ) EQ C t. .•. � P 2 !ta CLIP LENGTH 9FcOMULL Ln t a o 2 X 4 3.688' S v 2 X 6 5.688' _ v! n ^� q Z a a 0 r 1BY � m3a v 2X6 MULL 5/t G'TAPCONS N 14000 BUCK 6 1-3/4'MIH.EMBED INIO WORRY \ 2XG HULL ------ ---_-_------------- 4 PER CUP(2 011 EACH WHO) 5/1c'UPCONS I1-3/4'mill.EYIIEB IlRa mmallRY I 1 3/4" - 4 PER CLIP(2 au EACHYA1G) o 1 i a MIN. --------------'_------------ 1 1 3/4" tr s 3/4" i i MIN. E" z gay '(D 2Xa MULL •1• � W CA 6 2zc uuLL — - CLIP LT;NGTI3 —_ 2xc uIRL `�� � r. ------- MULL 2 X 4 3,688' G ---------- rt �';•. j 2 X 6 5.698' \z (n14 O - ------- - ` "� 3_3/4" 'a•_• a. �' b MIN. a + E J S 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK) 1 t d$3 ANCHORS TYPE 'E' (INTO BLOCK) INTO TueE MULUONS• ANCHORS TYPE 'H' (INTO CONCRETE lar TAPCONS MAY BE HEX OR FLAT HIM WOOD BUCK y 4 ANCHORS THRU IX BUCK ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CON14ECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK ANCHORS INTO CONCRETE or BLOCK WITH ALICALI-RESISTANT COATINGS, SUCH AS.BITUMINOUS PAINT OR 2"XG'PAULL SHOWN 2'X6•MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. n ¢ z .11A ty 1 u 1111+T�1 1, it larouucFRrv[sr:D ���:�.° , YY C� �, mrnm;dptul;oillt hsl°AafdG �� rar,:;•7 NuadiuGL'udG Q o ' NltintiGaJa'tododCuNlml �. D MIN. EDGE D)SiT, 5/145'TAPCONS 2-3/16" CONCRETE OR 1-3/4'MIN,EUDE0 INTO MASCJIRV 3-3/4" CLIP LEINGTI-I 4--HOLLOW K 4 TOTAL(2 CIN EACH WHO MIN. m---- p HULL "L" lag M Q hm5!I.,tau) ,-� .1 D, " 1!to a I X 3 2.688' 1 Go to. I x 4 3,608' u) ct Up .2 x 4 3,686' 2.x 6i B, :1:6�8 2 -7/16m -11 - -- - - --- - -- i 1 11 it ALL CUPS AND MIN. —2x4.1 296 U.11 32 - u3 L ANGLES ARE TO FIT- XU2 X 1(4" SNUG INTO TUBE MULLIONS cl a L----— ----- LJ ALU AIIGL 2 WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIU14AL ANCHOR iDETAIL AT SHEET 9-OF 1 o. CUPS OR ANGLES CONNECTED DIRECTLY To MASONRY TO BE PROTECTED] 1 14 S.U.S. WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2/CHANNO. TUBE MULLIDN WATER-WHITE-ML7HACRYLATE-LACQUER, ---------------- MIN. EDGE DIST. A 2-3/16" CONCRETE OR *,.;d Uf 4 K 112 F.H.S.U.S. 2/SIDE t/0'THICK ALUM CHAHIIEL LENGTH TO FIT SNUG 2i INTO UtILLION TUBE MULLION TUBES LIAY BE NOTCHED AS SHOWAULN TO ALLOW IIISTALLATI911 i &IOCLIP E LOCATION OF SCREWS CONNECTING .,Ill AFTER ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE I J14 F11 SMS MULLIONS. ACCESS HOL 2 PER CUP E Z*D.C.MIN. TAPCOHS 5/15 114 1-3/4-MIN.EUUBEO INTO MORRY 4 PER AN r 2 PUT ANGLE ACCESS "OLE SO IAN. 2 PUT ANGUE 2 X 2X 1/0- I ALUI ,4GLE THIS SCREW CAR BE INSTALLED IN EITHER 4ji 12 f1i 51,15 1 9 0 DIRECTION 1 2 PER CDP V B.C.JAH. 1 u • Y T 1-J/4'X Z'X 1/8'(FOR 20 4 X 2'X 1/8'FOR(18, ALIJU ANGL CUT TO FIT SNUO INSIDE TUBE ANCHORS TYPE 'I • 7 METAL TO METAL CONNECTION 4. USE CHARTS FOR ANCHOR TYPE'1*TO VEnIFY'CAPACITy OF CONNECTION 0 FT• PRODUCTREVIS"Bl') u Lumplykil:w,Ith Ille 1:101fdn 3-3/4' ALL CUPS AND ;LES TO FIT SNUG E 11 "'i/1) INTO TUpE MULLIONS. 06 CDs IEX OR FLAT HEAD.LAIN. - - 20:i� ;6 L — I . MIN. 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INC_ PH No. (305) 696-1}660 •,1 17 1,.-;fir` MINUFACTU"R OF QUALITY ALUA(INU3f EE7NDOIPS AND GLASS DDORS • '•,.:. a,oa,au, aw are..,,.• N.aRazo a 2z 10 ALUMINUM TUBE MULLIDNS N.EP.ATA 08101 14 CLIP ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES LAR-ML-1001 I 27/2017 -Miami-Dade County Miami-Dade Counity, Building Product Information for N.O.A. 15-0512.20 NOA 150512.20 (librar22_0.00 Superseded_By File Status File Approved File Classification High velocity hurricane zone Category Window Subcategory Projected MaterialR�Cn -Pn wnd Do � lnc.Applicant UG�1WVUdt d tai! app. asn?ajop alias=101099) Expiratio n_Date February/2% Impact—Rate Large and Small Missile Impact Ma)amum_Design_Pressure_Positive 75 Maximum_Design_Pressure_Negative 75 Description Series "Targa 7400"White PVC Project Out Window-L.M.I. Green—Sustainable—Attributes. NONE For a detailed description on the File Status, click the NOA File Status Key. t��,ifdincJil c-r�scrit kev Page Last Edited:Wed Jan 25, 2017 10:40:27 AM „s , MIAMI-RADE i I i 1 http://winov.miamidade.goWbuilding/pc-result app.asp?ldNOA=15-0512.20&BasicSearch=Go&Classification=1%2CHigh+\,elocity+hurricane+zone%2C1&appli... 1/1 i I ' I I MIAMI-DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1am1dade.eov/econ9my I CGI Windows and Doors.Inc. 10100 NW 25"Street � Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by;'Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.TheMiami-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 "Tanga 7400"White PVC Project Out Window-'L.M.I. APPROVAL DOCUMENT: Drawing No. W13-25, titled "Series `Targa 7400' PVC Project Out Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 05/21/13, with revision C dated 04/03/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing theMiami-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 per formancp 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. Tthe—lvurds-1'vliaiiii-Dints; lorida;—auu 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#.14-1204.06 and consists of this page 1 and evidence page s E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. I M1AMI•DADIz COUNTY NOA No. 15-0512.20 " Eipiration Date: February 20,2019 ApprovaLDate: September 17,2015 ff page l CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-1115.04) 2. Drawing No. W13-25, titled "Series `Taiga 7400' 'PVC Project Out Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated;05/21/;13, with revision C dated 04/03/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC.TAS 201-94 3) Cyclic Wind Pressure Loading per FBC; TAS-203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal@ and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA,dated 03/03/15, signed and sealed by Ramesh,C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading pet FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loadingper 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 IBC,TAS 20i-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 seated;by Ramesh C. Patel,P.E. Manuel Pere Product Control Ex min r NOA No.15-0 0 Expiration Date: February20,2019 Approval Date: September 17,2015 E-1 t. , i i CGI Windows and Doors,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 FBCJAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation idiagratii of extruded vinyl equal leg,/fin/flange frame project out windows, prepared by Element Materials Technology., Test Report No. CTLA-3032W dated 09/05/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 14-1204.06) 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,extruded vinyl equal leg,/fin/flange frame. project out windows, prepared by Element Materials Technology., Test Report No. EMT-ESP01.4635P, dated;10/02/13, signed and sealed by Ramesh C. Patel,P.E. (Submitted untler NDA No. 13-1115.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with F13C-51h Edition (2014),dated 10/09/14, prepared by AI-Fdrooq Cgrporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-1204.06)' 2. Glazing complies with ASTM E1300709 D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Perez, Product Control Exa in r NOA No. 15-05 .20 Expiration Date: February 20,2019 Approval Date: September 17,2015 E-2 CGI Windows and Doors,Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kurkray America,Inc.f6r their "SentryGlas@ (Clear and White) Glass Interlayeks"dated 06/25/15, expiring on 07/04/18. . 1 f 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP—Saflex and Saflex HP Coulp;osite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 14-09.16.10 issued to KuraraY America,Inc.for their "Butacite@ PVB Glass Interlayer"dated 04/25/15,,expiring on 12/11/16. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/1.9/14, expiring on 05/21/16. 5. Notice of Acceptance No. 13-1.203.02 issued to Dedeuninek North America,11C for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/20/14, expiring on 02/19/19. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5" ',Editi6n(2014), and of no financial interest, dated October 9,2014,issued by Al-Fare oq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-1204,06) 2. Approved Proposal issued by Product Control Section,dated 06/10/14,signed by Jaime Gascon,P.E.,-Supervisor,Product Control Section. , (Submitted under previous NOA No. 14-1204.06) 3. Test Proposal for the qualification of Butacite@ PVB glass interlayer by Kuraray Arnerica,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. Supervisor, G. OTHERS 1. Notice of Acceptance No. 14-1204.06,issued to CGI Windows&Doors for their Series"Targa 7400"White PVC Project Out Window-L.M.I., approved on 03/26/15 and expiring on 02/20/19. ManuelPerez,U--P-A Product Control EExa iiner NOA No.15-0& i Expirationj Date: February 2O,2019 Approval Date: September 17,2015 E-3 �V 52 1/8" 52 1/8" Y1 N INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 1z SEEKCHARTING POINTS 3 13 3/8" U 13 3/8" b 0 KEEPERS W 6"MAX. MAX. 6'MAX. MAX WDW. HEIGHT HEAD/SILL A HEAD HEAD/SILL Al HEAD 2P80 AT SASH Q a Q_ CORNERS SILL ur CORNERS 6 SILL N 52' 3 v C a -60 � Im a O LL !� C 'f 1" C1 'f \I' o p 7' x 5 I I ,� x 6 I I I\ a '° a /It Ii w W tO /II II\ nM i \o -- o __ u_ a Q o v a�(o J. 4 POINT LOCK Q W f J B JAMB ANCHORS 81 JAMB ANCHORS O REOD. FOR .6 46 9/16" READ. FOR HEIGHTS ABOVE 38' HEIGHTS ABOVE 38' g D.L OPG. D.L.OPG. 50 1/8" 50 1/8" -� m VENT WIDTH VENT WIDTH o FLANGE FRAMES FLUSH FRAMES So O0 LU v 521/8" I '^ r C4 m INTERIOR FRAME WIDTH INDEX OF DRAWING N M 13 3/8" SHEET N0. DESCRIPTION C3 3 J N 6"MAX. MAX. 1 GENERAL NOTES FLANGE FLUSH&FIN FRAME ELEVS. �q Z Z- THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. HEAD/SILL HEAD"1 2 WINDOWS CAPACITY CHARTS 3 0 0 �1 CORNERS SILL 3 GLAZING DETAILS SHUTTERS ARE NOT REQUIRED. ( 7 nil 4&5 FLANGE FRAME DETAILS o 6 FLUSH FRAME DETAILS GS V SERIES 'TARGA 7400' _ 7 FIN FRAME DETAILS WHITE PVC PROJECT OUT WINDOW / it 6 BILL OF MATERIALS Iw C2 � 9 EXTRUSION DETAILS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER7 /11 II\ I VENT AND FRAME CORNER CONSTRUCTION DETAILS CHARTS SHOWN ON SHEET 2. w _ Fr L APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o: -I�e n'd---- - /--- .1 - -ii - I --- - - - - _ ___ __ __ _ _ _ _o� 9 _ COMBINATIONS OF P.O./P.O. OR PROJECT OUT WITH OTHER It, / it DAYLITE OPENINGS: 8 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING / II II \ . a DLO WIDTH = INTERIOR FRAME WIDTH - 5.563" y MIAMI-BADE COUNTY APPROVED CLIPPED MULLIONS IN BETWEEN. v LOWER DESIGN PRESSURE FROM WINDOWS OR:MULLION,-APPROVAL ,- LLDLO HEIGHT = INTERIOR FRAME HEIGHT - 5.563" Lt-APPL'!�9-ENTiR JAMB ANCHORS - - - --- 46 9/16' READ. FOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D.L.OPG. H HEIGHTS ABOVE 38` 0 o o --- - -REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY _LAMINATED GLASS HURRICANE ZONE(HVHZ). I 50 1/e" - - - - - - - I INSULATING..LAMINATED GLASS `` m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER VENT WIDTH LARGE & SMALL MISSILF. IMPACT LOADS TO THE STRUCTURE. n o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FIN FRAMES Eng:JAVAD AHMAD p EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C L PRODUCTREVFSED M.PE 70592 re coulplyity with Om FtDd& o ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. 38 Building Code NOT PART OF THIS APPROVAL. TYPICAL ELEVATIONS Acceplaum I5-0512.2U19`-o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. P. imlion Detc ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. By drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT A 772015 Mian Da*Producl W13-25 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 9 V � DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF INTERIOR FRAME GLASS TYPES GLASS TYPES INTERIOR FRAME GLASS TYPES CLASS TYPES DIMENSIONS 'A', 'A1' 'B', '81' DIMENSIONS 'A', 'AI' 'B', 'Bt' WIDTH HEIGHT DR.(+) INF.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Z 18-1/8' 60.0 60.0 75.0 75.0 17' 60.0 60.0 75.0 75.0 25-1/2' 60.0 60.0 75.0 75.0 23" 60.0 60.0 75.0 75.0 36" 25' 60.0 60.0 75.0 _ 75.0 29' 60.0 60.D 75.0 75.0 Q A. N N p 62 52-1/8" 60.0 60.0 75.0 75.0 35" 17' 60.0 60.0 75.0 75.0 INTERIOR FRAME DIMS O 0 r°a p 18-1/8' I 60.0 6D.o 75.0 75.0 41" 60.0 60.0 75.0 75.0 Q, 25-1/2" 60.0 60,0 75.0 75.0 49" 60.0 60.0 75.0 75.0 O� V 36' I 29' 60.0 60.0 75.0 75.0 52" 60.0 60.0 75.0 75.0 (� 52-1�8" 60.0 60.0 75.0 75.0 17' 60.0 60.0 75.0 75.0 0'C yl Q 18-1 8' 60.0 60.0 75.0 75.0 23" 60.0 60.0 75.0 75.0 Q IL Q 25-1/2' 60.0 60.0 75.0 75.0 29' 60.0 60.0 75.0 75.o FLANGE FRAME ta�1 36' 36' 60.0 d60.0 75.0 75.0 35' 23' 60.0 60.0 75.0 75.0 52-1/8' 60.0 75.0 75.0 41" 60.0 60.0 75.0 75.0 INTERIOR FRAME DIMS {L u,Z Nfjjj-c� 18-1/8' 60.0 75.0 75.0 49" 60.0 60.0 75.0 75.0 .�Z 25-1/2" 38, 60.0 75.0 75.0 52" 60.0 60.0 75.0 75.0 a u! 36" 60.0 75.0 75.0 17" 60.0 60.0 75.0 75.0 O 52-1/8" 60.0 75.0 75.0 23" 60.0 60.0 75.0 75.0 s N 18-1/8" 60.0 75.0 75.0 29' 60.0 60.0 75.0 75.0 jzs-i/2" 41' 60.0 75.0 75.0 35" 29' 60.0 60.0 75.0 75.0 FLUSH FRAME 1 36" 80.0 80.0 75.0 75.0 41' 60.0 60.0 75.0 75.0 .n 18-1/8' 60.0 60.0 75.0 75.0 49" 60.0 60.0 75.0 75.0 N 25-1/2' 47' 60.0 60.0 75.0 75.0 52" 60.0 60.0 75.0 75.0 INTERIOR FRAME DIMS c p w 36" 60.0 60.0 75.0 75.0 17' 60.0 60.0 75.0 75.0 w p 18-i/8' 60.0 60.0 75.0 75.0 23' 60.0 60.0 75.0 75.0 25-1/2" 52-1/6' 80.0 60.0 75.0 75.0 29' 60.0 60.0 75.0 75.0 =N o to N 36° 60.0 60.0 75.0 75.0 35' 35" 60.0 60.0 _ 75.0 75.0 ar 60.o so.o 7s.o is.o FIN FRAME II o 3 Z2o �N49' 60.0 60.0 _ 75.0 75.0 52' 60.0 60.0 75.0 75.0 3::p o 17' 60,0 60.0 75.0 75.0 O 23" _60.0 60.0 75.0 75.0 V o s 29" 60.0 60.0 75.0 75.0 O 35" 38" 60.0 60.0 75.0 75.0 41" 60.0 60.0 75.0 75.0 49" 60.0 60.0 75.0 75.0 G• G 52" 60.0 60.0 75.0 75.0 17' 60.0 60.0 -75.0 _ 75.0- - - -- _ _ _ _ - -- - o F 23' 60.0 60.0 75.0 75.0 - 29' 60.0 60.0 75.0 75.0 U - - --- - - 35' 41_ 60.0 60.0 75.0 1 75.0 v o W o - - -_ - -_ 41" - -60.0 - 60.0- -75.0 -75.0 - 47" 60.0 60.0 74.7 74.7 - - - - - - - - - - -- - 17' 60.0 60.0 75.0 75.0 a>• -- - -- 23' - 60.0 60.0 75.0 75.0 h c old 29" 47" 60.0 60.0 75.0 75.0 -- - - - - `0 a m 35' 60.0 60.0 75.0 75.0 �- �1 3B' 60.0 60.0 74.7 74.7 _ 17' 60.0 60.0 75.0 75.0 Engr:JAVAD AHMAD ! t o 23" 60.0 60.0 75.0 75.0 CME P".LODUCT REVISED i H 29" 52" 60.0 60.0 75.0 75.0 FLt E 5 8592 avcomplyingwilhdmFlorida DtilAing Colo • 35" 60.0 60.0 75.0 75.0 Amlle�lce No lS'olrl�.�o .s 3e' 60.0 60.0 72.9 72.9 GLASS CAPACITIES ON THIS SHEET ARE PS iral' Dale /lp)9 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 7 2015 uy drawing no. AND FLORIDA BUILDING COMMISSION tdlom Dade roduel W13-25 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 Of 9 3/16°ANN.GLASS 3/16"HEAT STREMD GLASS U v 075'Interlayer075"Interlayer ' �� N Saflex CP With PET Core Saflex CP Wilh PET Core By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR Z 090"Interlayer .090"Interlayer Q Soflex Clear And Color Gloss Soflex Clear And Color Gloss k By'Eastman Chemical Co.' By 'Eastman Chemical Co.' ~ n OR OR IL G 090"Interlayer 090' n Sen By SentryGIlasterlayer w By'Kuraroy America,Inc.' BYen, 'Kuraray America, Inc.' OR OR O w 090"Interlayer 090"Interloyer Q a Butacito PVB Butocite PVB 0 By'Kuraray Americo, Inc.' By 'Kuraray America, Inc.' Cy K W g I 3/16'ANN.GLASS 3/16"HFAT STREN'0 CLASS Q IL Q "t Q�m� SILICONE SILICONE w?+, i m GE 1200 z ar - DOW CORNING 899 LL Z VI.. o DOW CORNING 899 N I� y ; DOW CORNING 995 r N Le DOW CORNING 995 J z m g �l Qw�Pp zi W Y9 AT I/4 POINTS ON LITES W 119AT 1/4 POINTS ON LITES WIDER THAN 36" Y WIDER THAN 36" P W .7 Of .o 0LD n GLASS TYPE 'A' GLASS 'TYPE 'A' O w 7/16"OVERALL LAM.GLASS 7/I6"OVERALL IAM.GLASS 15 0 (L.M.I & S.M.I.) 46 =N o (n�n m 3/16"ANN. GLASS 3/16'HEAT STREN'D GLASS 30 M .075"Interlayer 075'Interlayer '^I Z Z Saflex GP With PET Core Saflex CP With PET Core c� tY ,� By'Eastman Chemical Co.' By'Eastman Chemical Co.' 0 OR OR 0 090'Interloyer 090" Interlayer W O p Q Soflex Clear And Color Glass Saflex Clear And Color Gloss U By'Eastman Chemical Co.' By 'Eastman Chemical Co.' 0 3/8"AIR SPACE r OR 3/8"AIR SPACE OR 1 090"Interlayer .090"Interloyer SentryGlos SentryGlas 3/i6°ANN. GLASS By Kuraray Americo, Inc.' By'Kuraroy Americo,Inc.' W OR OR 3/16"TEMP. GLASS OR o 3/16"TEMP.GLASS - - 090•Interlayer - - — _ __ _ _ .090"Interlayer n Butocite PVB - -- BUtac;te"PVB c By'Kuraray Amorico, Inc.'-� By'Kuraroy Americo,Inc.' -- - -- _ -- --- - - 4 - 3/16"ANN.GLASS 3/16'HEAT STREMD CLASS c n $ 0 --SILICONE c � -_ - - - -- - Z C. - m. _- .-- _-.-•;a) _ _ SILICONE - _ _ - - _ rn OF 120n o _ - —, - - B RNING--W9 _ - -. _ _ -_ m DOW CORNING 899 m I DOW CORNING 995 _ 41 :I I DOW CORNING 995 - _ XL-EDGE SPACER _ _ _ - I �I ;I XL EDGE SPACER ST. STEEL BY'CARDINAL' II iI II ST. STEEL 8Y'CARDINAL' OR OR DURASEAL BY'OUANEX' OURASEAL BY'QUANEX' p OR O OR _ SUPER SPACER BY'OUANEX' SUPER SPACER BY'QUANEX' 14 W Engr:JAVAD AHMAD r '.' 99 AT 1/4 POINTS ALL. SIZES X Y9 AT 1/4 POINTS AL SIZES FLA,PC PL 7D592 PRODUCT REVISED o 3 ae complying with lire laorida w W C. 538 Building Code b GLASS TYPE 'Al GLASS TYPE '13T' Accepfm,.No 15°�912.4D v 8 v t 1'OVERALL INSUL IAM.GLASS 1"OVERALL INSUL LAI.GLASS Bx'rallwr Daler2019 O draw (S.M.I.) (L.M.I ONLY) ng "17o RyW113 25 Mlem• adc Pruducl IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING sheet 3 of 9; EXTERIOR PLY OF GLASS TYPE'A1' MUST BE TEMPERED. ANCHORS EDGE DIST. SEE 1BY WOOD BUCK N FORS GING SEE NOTE ON SHEEP 1 \ Y n d; 'a, METAL m MIAMI—DADE COUNTY APPROVED Z W S4 " STRUCTURE $ MULLION k MULLION ANCHORS QQ .a.., n a d•aV — EDGE — SEE SEPARATE NOA o Z a° E o � 1� ° EDGE 3 0 = w 'DIST. DIST. I g \N EDGE NQ q yy f N DIST. I IY 0 p U E2 o O Is � f3 ��8 E7 al \IGI uF (YOM � $ EA TYPICAL ANCHORS TYPICAL ANCHORS1 TYPICAL ANCHORS1 W G SEE ELEV, SEE ELEV. SEE ELEV. ; F FOR SPACING FOR SPACING FOR SPACING Q I: is to ii It PICAL ANCHORS: SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. i! i! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. TAPCON BY 'FTW' (FU-125 KSI,Fy=100 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4° DIA. ULTRACON BY 'ELCO' (Fu-i77 KSI,Fy- 5 KSI) v° it Ij !j !; 1/4" DIA. AGGRE-GATOR BY 'ELCO' F KSI,Fy=57 KSI) c SEALANTS: o o r it BY WO D STRUCTURES ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-1/2" MIN. PENETRATION INTO WOOD w O !I !i SILICONE SEALANT. a THRU 1BY BUCKS INTO CONC. OR MASONRY '�N =N ° a O ii it m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 31. � r. u a = o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Q n M W J ko i` :; DIRECTLY INTO CONC. OR MASONRY a Z z� W r it 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 p .n It it it _ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) YS o " p J !i li !i #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) U^� INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES ii II it STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) W ALUMINUM 1/8"THK. MIN. (6063-T5 MIN.) ai C8 _ 11 it !! li ii li � INTO CONCRETE AND MASONRY = 2-1/2" MIN. c:o� INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. - H EB a1 CONCRETE AT HEAD,SILL OR JAMBS Pc - 3G00 PSI MIN. EI - U7 _ - _ C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. NEl ° 3 (^ Is FLANGE FRAMES B ' IL ' Eng,:JAVAD AHMAD I u CML PRODUCTREVISED 7 M.PE[70592 mmniplyhWwith theSoMa 8 �; � '., da° °. � � C.AN ax538 DuilJing Code •• �, Acceptence No l5.OJI�L•� ° = E>tpirelion IYdleaD(9 o b • .d ..d z' I ' " .°' ..P v •°I ° o°• �P 2015 Miam' adeVroductE.ate11( drowio a. e: > TYPICAL CHORS °'SEE1BY dANCHORS W13_255 SPACING W, BUCK FOR SPACING Yr sheet 4 of 9 [� u V `T N (� N, !�1 N a I F� � a CL 9 1/4-WM. INTERIOR FRAME WIDTH 1/4'MAX. ���17 SHIM O SHIMS TYPICAL ANCHORS M C u19 REOD.FOR HEIGHTS 6 Q Q 10 IW 1/4-SHIM ABOVE 38'ONLY C 4 TYPICAL ANCHORS SEEELEV. yyy11 EZ E7 REOD.FOR HEIGHTS MAX. FOR SPACING �' ?�o0 n' TYPICAL ANCHORS 'ABOVE 38"ONLY Z'A:4 REOD.FOR HEIGHTS SEE SPACELEV.ING C: ABOVE S38'ONLY EE ELEV. a FOR SPACING XOR BUCK Q Z v CTURE ul eeeiii FOR SPACING ] ___W LE C �n U d ._ -.-.._- _.._.._.. .._.._.._.._.._._.._.._.._.._.._.._._.._.._.. '° o O v 119 Is E4 E9 Es EXTERIOR ° ° 6 0 cf1M METAL I_ D.L.OPG. STRUCTURE 3 Z 1BY WOOD BUCKS SEE NOTE ON SHEET 1 O MWdI-DADE COUNTY G APPROVED CLIPPED MULLION MULLION ANCHORS SEE-SEPARATE-HOA-- o INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH c a V d Gi w -_. --_ - -. - _. _ - __-- __-__-._I - - __- - - - - - - _. _ __ __ _.._.__._ _ ._.-._ -- CNmoo• - _- - - - O p N - 6 a 0< FLANGE FRAMES p U .._.._.._.._.._.._.._.._. ENr:JAVAD AHMAD ry s CML PRODUCTREVISEwith*6 0 .. .. ..•.. .. •. 2 FU.PE i 7059 I a CAN. m wilding Code with Cte Florida 1 . ...... .... .. Btilding Coda Accepualca Na Bxm liw,Dale /9 TYPICAL ANCHORS I 17 2015 drOWing no. REOD.FOR HEIGHTS By ABOVE 38'ONLY Mlem'DadeProducl [W13-25 SEE ELEV. FOR SPACING sheat 5-of 9 f L ANCNaRs //�� ,�c��y+ sEE LEv. FLANGE AND FLUSH FRAMES CAN 6E W ,� EDGE DS FOR AGNG �S� �_._ _� � 3 USE6 AT ALL ANCHORAGE CONDITIONS. •'a n.°•�,a•• �„• ••a d° 1/4'MA)(. INTERIOR FRAME WIDTH �� n o. •e._.—...,- SHIMS G 1 �$ � O llle �� � ra . I.• E1 I I ET Ei � E8 0 U ''r i ",' P V� � 1 Al 4 ��� i -- 0'°rc�' _ i� 'Q pa<� O ... E6 _ � � G 3 i, !� .,_ �� � QQ I !� - -- -- � N LL L is I - - , y , LL xg�N+yy II j `-�- - --- Q W�7 li ji g I � � e•� -- --_----- — — -----, �' jl � - - __ - -_ -_- - I ;. � Q � � :! II � 0 t :j a � t �; 1 1 v N !' ! q '• - ua Is Ea Ee Ea k:X7'F.RIOR � � N !i u 5 O�j ! is I = � .. � N �' � � ! �! � AEOLDA FOR HEIGHTS �h�rn o I (� � � __ _ AEiDVE 38'ONLY MW.it-DADS COUNtt � ��r (� " SEE ELEY. APPROVED CLIPPED MULLION �+CVM ('�C~ � !i !I !i � V- � FOR SPAGNG &MULLION tuYCHORS � O M,� II !I !� � SEE SEPARATE NOA n���1 ,, ,. w z_z� i ,j It I: � II I! I I INTERIOR FRAME WIDTH INTERIOR FRAME WID1H (�� 3 O 11 II I I ( 27i �4 g r r � U.-� II II I C�.:.—� i! it i! n u !I � i �I I j tj li 1� I� try I 1 1 3 � _ _ii •_. II __ _ • __ EE _ � __ _ � ___ _ _ __ _ _ ____ _ _ ��� !I II .I _- _ --_ __ - _ _ C ti !! Ii SC5 - -- --- ___ ___ _ o - I� I; I I 11 I � � _.. .. q p - - -- - "� W _ ES .. .. .. ._�-. .��.� -' - - � - - V - - - - _ _ _-_-_- _ _ _ _ _ _ _ _ �rc u z E9 � _ _ - - _ _ _ _ j E4 � -� . - --- -- cpm^ -_ - , - - � - - -- .. .�o�;s - 1YPICAL ANCHORS - _- _ `o „„ B� I I Et REOD.FOR HEIGHTS c��- _ - -- $EovE es'DULr FLUSH FRAMES n ""�-- �.. fOR SPAgNG Engr.JAVAD AHMAD � e o ea CML pItDDUCT REVISER � � .,_ � • °.. �5 FLA.N�T 92 as conlpl5�nll frith Qee Ftofida o 91i • lfuilding(:ode p� n«Gpia,l�aNel5ro5I2.2pp g .� • •�•�z 18 a �� E �ralion DNe �t-r � "$ $ s•, � TY CAL ANCHORS • Ems• IIy' drawing no. OR SPACING O Mian Dade Product ::. .'n W13-25 sneer 6 or g TYPICAL ANCHORS SEE ELEV. FOR SPACING z � e%) 1 TYPICAL ANCHORS: 0 a Elm FIN FRAMES: SEE ELEV. FOR SPACING H 46 SMS/WOOD SCREWS (GRADE 2 CRS) o OR INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION INTO WOOD jz o E! 3/4" MIN. EDGE DISTANCE Iy ET c, 8 EI 0 a¢o e1 A2 E9 I� pyai���14 IY N Es 0 LLit��E' !I II 1/4'MAX. INTERIOR FRAME WIDTH I !I E9 SHIM GAP Q W f F I: I: I! !! 3/4"MIN. C2 .-O n ! ij II M10) a I! II ES E7 OO� n II II II I k ED G ❑ ai !i 4 O DI .I I a W v o II II w jlj ONM� k I s - --- - - -- - _ 3Z�� .. .. .. .. .. .. .. .. i ! O 11 I II 9 U O is i! II us 14 EI E9 Es EXTERIOR j! !i ii h G I. li I: TYPICAL ANCHORS o `" E9 - - -- - REDD._FOR-HEIGHTS !! ABOVE 35"ONLY jj Ij a MS SEE ELEV. - ! !i R FOR SPACING a I: I. N I� u7 EI NON_^ _Ey n Engr:JAVAD AHMAD PRODUCT RRVISRD CML m mtnplying with Rre Rlarida FLA.PE Y 70592 Otulding Code O C.A.N.1538 Acceplanee No��'� )�•2fl O •• �, itat DAte 2fl�� g 4 f •, i 7 2015 Mianti ade todael Con drawing no. TYP1c7M ANCHoas n W13-25 SEE ELEV. FOR SPACING sheet 7 of 9 ' CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS EI CGI-1olt EQUAL LEG FRAME PVC DECEUNINCK NORTH AMERICA LLC. E2 CGI-1017 - FLANGE FRAME PJC DECEUNINCK NORTH AMERICA LLC. 3 E3 CGJ-1022 FIN FRAME PVC DECEUN[NCK NORTH AMERICA LLC. 0 @ Z E4 CGI-1012 SASH PVC DECEUNINCK NORTH AMERICA LLC. a ES CCI-1068 1C CIAZMC BUD PVC DECEUNINCK NORTH AMERICA LLC. (L O E6 CGI-1025 7/16'MONOLITHIC GLAZING BEAD PVC I DECEUNINCK NORTH AMERICA LLC. $ v E7 CCI-804 FRAME REINFORCEMENT 6005A-T5 CGI EXTRUDER €B CGI-805 SASH REINFORCEMENT(SMALL) BOOSA-15 CGI EXTRUDER 0 E9 CGI-806 SASH REINFORCEMENT(LARGE) 64454-T5 GC!EXTRUDER C,} rtpTI I 0 M Mt SCS 1200 GLAZING SILICONE(1/2"X 3/16'BEAD) SILICONE GENERAL ELECTRIC 0 LL d O tiJ 0��z_ M2 DOW 995 GLAZING SILICONE(1/2"X 3/16'BEAD) SILICONE DOW CORNING M3 DOW 899 GLAZING SILICONE(1/2'X 3/16'BEAD) SILICONE DOW CORNING Q M4 50.10.Q4.011 OPERATOR TRUTH/RADISSON/ASHLAND OPTIONAL 41 MS 11576.92 OPERATOR TRACK AND SLIDER ASSEMBLY TRUTH/RADISSON/ASHLAND OPTIONAL J dw�f M7 32658 GASKET TRUTH/RADISSON/ASHLAND OPTIONAL --•---i M8 13.17.00.014(015) HINGE TRUTH MBA BPRP-2101-26DSS(26GSS) ALT.HINGE RADISSON INDUSTRIES I H m MBB - ALT.HINGE ASHLAND HARDWARE J M9 - SETTING BLOCK,2 PER LITE EPDM - DUROMETER 85±5 N MI6 - MULTIPOINT LOCK SYSTEM TRUTH MICA - ALT.MULTIPOINT LOCK SYSTEM RAOISSON INDUSTRIES 4 0 MIOB _ - ALT.MULTIPOINT LOCK SYSTEM ASHLAND HARDWARE d , M13 72-10039 FRAME SNUBBER CGI EXTRUDER M14 72-10040 SASH SNUBBER CGI EXTRUDER . (n N^ h M15 QWS-580 SASH SEAL VINYL SCHLEGEL 52 tj NM M M17 PROTEGTO WRAP WATERPROOFING OR EQUIV. AT FIN FRAME z_z S3 7 X 1/2'FLAT HEAD SMS-HINGE TRACK _ AS READ. O" S4 #7 X 5/8'FLAT HEAD SMS-HINGE SASH ARM AS READ. U O S5 5 X 1'FLAT HEAD SMS-OPERATOR-TRACK AS REOD. S6 B X 1/2'PAN HEAD SMS-KEEPER 2 PER KEEPER S7 10-24 X 9/10"PAN HEAD SMS-LOCK HANDLE 2 PER HANDLE S8 I(8 X 1-1/2"PAN HEAD SMS-TIE BAR GUIDES 12 PER GUIDE p S9 I(5 X 1/2"FLAT HEAD SMS-SNUBBERS 12 PER SNUBBER ' WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE. EXTRUDER NAME,CITY, STATE AND'MDCA% 0 En,:JAVAD AHMAD 1 `0 0 9 PRODUCT RlEVISFD n -S CPA' as—plying wiih Ow Fkxidn ,in •N,, �Z F C.A.N. 538 Blinding coat t5 on-No �45lI+ tJ y* $ trreLN ��tLuv Px rads Da[o J9 � 3+ 5 t1y drowing no. Miami ade Proal. 110L A .92015 � W13-25 sheet $of $ 3.250 V L 7.694 •500 .060 .836 .986 I�'"Jn(/}l� Z .437 B �U •070 1.772 O N 653 �f �6 a d o p 02 Q tF. a 2.752 MITERED WELDED C U CORNERS (� .933 '755 E4 VENT 0 Q D Ez FLANGE FRAME �y 0 o bot a�3� gFg [^---3.250 � • r {�'2 WL' F.D60 •7�— 580 all .836 0 070 .437 1.180- 2.772 .180 2.772 Eg VENT REINFORCING FRAME TOP/BOTTOM CORNER -L N FLANGE FRAME SHOWN -{ �•-.380 FLUSH d:FIN FRAMES SIMILAR 5 O�j II � Ow qI 755,� j O .933 F- •060 820 a as H N o E7 FLUSH FRAME I I .440 ice--! 0 3 M m 3.250 � zZ�" —2.370 E6 VENT REINFORCING 3 0_ 0 .758 MITERED WELDED V o 7.625 .050 CORNERS - .060 I ''---- if— .866 •628 836 d 1 Vi c� .437 2.772 C� V - E8 v?, - -- - - GLAZING_BEAD (LAM.,GLASS) z .755 - - E3 625 VENT-TOP,/BOTTOM CORNER - U FIN FRAME � n Engr.JAVAD AHMIID t u 1.169 CML PRODUCT RGVISF.A n i O FLA.PE i 70592 -mplyina with me Florida o 3 GLAZING BEAD (INSUL. LAM. GLASS) CA.N,35 8 Ilailding Code ���b5�2 Acmptmae No - .320 Crpimlinn Dete �— .0sD2oly r X fi By drowing9 no..� P 7 2015 Mia i praduc` W13-25 E7 FRAME REINFORCING sheet y of9� 1 r MIAM ..Nlw,tiu-DADL;COUNTY,r•LORIDA. . tr PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONON11C RESOURCE-S(RER) 11805 SW 26 Street,Room 208 BOARD ANDCODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)31"599 NOTICE OF ACCEPTANCE NOA _www.niiarnidnde.Qov/cennoriw Lawson Industries,lnc. 8501 NW 90 Street Medley,FL 33166 corE: ' This NOA is being issued tinder the applicable rales 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 Ivliami--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 perfonn 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. ESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel"Reinforcement—L 141 I APPROVAL DOCUNIENT: Drawing Na, LAW—ML-1001,titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Mi,111ni—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: "IViiami--Dade County Product Control Approved", unless otherwise noted herein. i 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. TI;RN'IINATION 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 autouiatically;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 IvEarni--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. 12-0127.07 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 Jaime D.Gascon,P.E. MIAMI•AADE COUNTY �` ��Sc��� NOA No.1d-0908.08 r r --- Expiration Date: May 30,2017 Approval Date: November OG,2419 Page 1 Lawson Industries Inc.' NOTICE OF ACCEPTANCE: EVIDENCE SUBiYIITTED A. DRAWINGS 1. -Manufacturer's die drawings and sections. (Stthinitted under previous NOA-s No.'s 02-0501.05 and 95-1212,09) 2. Drawing No. LAW—ML-1007., titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision."B"dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,'fest Report No.HETI-02 T071, dated 09/16/02, tested per ASTM E8,signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted ander previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4,5 steel channel reinforcement, prepared by Hurricane Engineering &Testing,Inc., Test Report No. HETI--02-1714, dated 08/27/02, signed and sealed by Rafael E.Droz—Seda,P.E. (Sttbntitted tinder previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation.diagram of 120—inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 0,7/02, signed and sealed by Rafael E.Droz—Sella,P.E. (Submitted under previous NDA No. 02-0501.05)- 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked—up drawings and installation diagram of an alurni aum. sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test;Report No. HETI-02-1718, dated 8/27/02,signed and sealed by Rafael E.Droz—Seda, P. E. - (Submitted under previous NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an al uninlim sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test i Report No. HETI-02-1717, dated 08/27/022 signed and sealed by Rafael E,Droz—Sedla,P,E. (Subtnitted rtnrler previous NOA No. 02-0501.05) Jaime D.Gascon,P DD Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: Noveakber 06,2014 )J-1 Lawson Industries,Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONi'HQEU) 6, Test report on: 1) Uniform Static Air Pressure Test,Loading,per FB C,TAS 202-94. along with marked—up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Repoli No.FTL•--1376, dated 01/31/96,signed and sealed by Gilbert Diamond,P.E. (Subinitted widerprevious NOA No. 95-1212,09) 1' 7. Test report on: 1) Uniform Static Air Pressure Test,Loading'per FBC,TAS 202-94 along with marked up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90—inch span mullion and a 45=inch high fixed window on top,prepared by Fenestration Testing Lab'oratoty,;Inc.,Test Report No. M-1383,dated 02/13/96,signed and sealed by Gilbert Diamond;P.E. (Siibirtitted turtlei-previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying;with FBC -2010, prepared by manufacturer,dated 05/17/10 and updated on 01/25/12, prepared,,signed and seated by Thomas J. Sotos,P.E. (Sitbinitted uuderprevious NOA No.12-0127 07) 2, Glazing complies with ASTM E1300--04/Ora � 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 to and complying with F'BC 5"'Edition(2014), issued by manufacturer, dated 09/02/14, signed and sealed l y Thom''as J. Sotos,P.E. 2. Department of State Certification of LA'WSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11114 and filed at the Secretary of State, 3. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer, dated 01125/12, signed and sealed by Thomas.J. Sotos,P.E. (Srtbtfritted tattler previorts NOA No. 12-0127.117) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos,P.E. ' (Stibinitted wider prevlous 1VOA No. 12-0127.07) Jaime D.Gascon,P.E. Product Control Section Supervisor NQA No.14-0.908.08 Expiration Date: May 30,2017 Approvai.Date: November 06,.20t4- E-2 6,2014- E-2 r Lawson Industries,Inc. NOTICE OF ACCEPTANCE. EVIDENCESUBMITTED F. STATE ME,NTS (COWME D) 5. Notification of Successor Engineer for manufacturer's NOA document iper Section 61G15 27.401, of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming -Rill professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and '06-0620.1 dated 05/20110,signed and seated by Thomas J. Sotos,P.E. (Subinlited under Previous NOA No.10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s Hal HETT-02-1716, BE,TI-02-1717, HE,TI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E.Droz-Seda,R E. (Subinitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTI,-1376, dated 01/31/96,1/31/96, and FT1,1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, ratory, Inc., signed and sealed by Gilbert Diamond,P. E. , I (Submitted under previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcemei it-L.M.l.", approved oil 03/29/12 and expiring on 05/30117. Aime D.Gascon,P.E. Product Control Sectiob SuperVisor. NOA No.14-0908.08 Expiration Date: May 39,201? Approval Date: NovenilberQ6,2014 E-3 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y P AND CAN BE USED WITH ALL LAWSON`S MIAMI-DAOE C ANCHOR/CLIP ANCHOR/CUP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. GLAZING HORIZONTAL MULLION o PRODUCT RECTANGULAR ALUMINUM TUBI; MULLIONS y ANCHOR/CLIP HORIZONTAL MULLION 3 v/ l:pc USING MULttOPI PROPERTIES OPRODUCT GENERAL NATES: 1. THIS PROD�THE BEEN DESIGNED TO COMPLY VJITH 7HE ,,"�,, y Y 3 REOUIREMF1iTS+'c'1 HIGVELOCITYVERTICAL VERTICAL (I 2.ALLUSED Tli THESE MO S MUST MEET THE w z o MULLION MULLION APPLICABLE FLORIDA BLDG.CODE REQUIREMENTS LE:WIND LOAD,WATER ^n� c , __ INFILTRATION,FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. n Z II 3.MULUONS ARE APPROVED FOR IMPACT AND NDH-IMPACT APPLICATIONS, � Tdz p FN INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. S W & GLAZING GLAZING GLAZING �d I- GLAZING a 8 ; MOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY 70 TRANSFER b S PRODUCT PRODUCT PRODUCT rn 3 PRODUCT LOADS TO THE STRUCTURE. S.ANCHORS SHALL BE AS USIEO,SPACED AS SHOWN ON DETALS,ANCHORS U > EUSEDHENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCC(L ANCHOR/CLI 6.ANCHORING OR LOADING CONDITIONS NOF SHOWN IN THESE DETAILS (z)H` ARE NOT PART OF THIS APPROVAL. a 7.A LOAD DURATION ttICRFASE IN ALLOWABLE STRESS IS USED IN DESIGN OF T WOOD ANCHORS ONLY. t t)WB. a C WI W2 W3 �� THAT COME INTO COTERtALS NACTIWITH OTHER 13ISSULARUT NOT UMTED 7D EMATERIALS SHALEL OR METAL LRMEET }�°EWS, .,� u MULLION SPAN MULLION SPAN THE R£OUIREMENTS OF THE 2014 FLORIDA 8406.CODE-SECTION 2003.8.4. E WIDTH (W) = TVT + W2 + w3 MULLION & CLIP NOTES: A 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF t0 FOR DETAILS AND NOTES. ANCH R�/CLIP ANCHOR/CLIP ` REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIG14 PRESSURE CHARTS a HORIZONTAL MULLION 2. FOR MULUONS,WITH STEEL REINFORCEMENT REFER TO SHEET g OF 10 FOR DETAILS AND NOTES. -' REFER TO SHEET 5 OF 10 FOR MAX. MULL D£5(GN PRESSURE CHARTS $ ' -GLAZING 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS PRODUCT » VERTICAL '• � ' ` 6, 7, S, & 9 OF 10 FOR DETAILS AND NOTES. t t MULLION 4 _ + n REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS GLAZING GLAZING PRODUCT PRODUCT rn GLAZING 11 GLAZING PRODUCT PRODUCT az - - - „ Mtn -. . ANCHOR/CUP VERTICAL, / MULLIONiE ANCHOR/CLIP o w1 wz Ro w MULLION SPAN PttODttCFRRVIST}TT) ��; :• ;J ' ns mmplYlnD+RwtlH ltlolgat4tta .''.:�y-� ��/ WT + w2 W1 + W2 Ra01>is CR" � / a WIDTH (W) WIDTH (TT) 2 ACKI111111N NU'j?~ '. 0. TYPICAL MULLION ARRANGEMENTS ;Ona, Ntai,u ae�cOnLlo1 ' ""''T'""1 It: A .125 .156 ryp.- S t3ae .123 1.5 4.00D Its- 3A 62 go 7 ore msm 34M in F"It. 2��m 2.000 L73a 246a I 2 X 4 TYPICAL ?.DOD STI), TUR W91090 FMAE Im MULLK) L_ H L 6063-16 120-j— ASS 102 I'DOO 6.070 w 6062»1 NOTCH .100 or, 11140 1.062 'L, O!MONAL L I X 4 1 x 3 1 x 3 1 x 2 1 x 2 C.USTOM MULLION CUSTOM MULL! CUSTOM-MULLIQ CUSTOM MULLION CUSTOM MULLION 6G53-T6 6063-TG 6063-TE 60°3 T° dc0-Tfi 2.070 In! Ixx: 1.000 int T=. 0,950 In! Ixx: 0.370 in! Ixx: 0.330 In! An o Lj I:xx: 1,035 Sxx: 0.667 Ini Sxx: 0.633 0 Sxx: 0.370 0 Sxx: 0.330 z —FOOD------I --- (FLANGE FRWE) (FIN FRWE) (FtliCE FRA E} FFWE} --­V1Yhq 1011UMMORth STANDARD TUBULAR SHAPES i3'Adfunch; 0 W.W,�ki,- 125*ALL Oc Ss ALL .6003-76 Atcclarmto Ij 2F '10 7S6 •1 1 L•ypu0'on.0_TYPICAL Dog Cmc PRODUCT L tit Deft iq (A T, &a r .4 2.25 -Ima 2.000 .120 it 6=0 [LL 2400 -.125 e.000 4.500 I X 4 1 x 3 1 x 2 MULLIONS CONTAINING STD, TU A STO, TUBE ULLION M. TUBE MULLIO 4 6063-Ta °003-TO 6063-TG TYPICAL GLA71NQ PnDUCT Ixx. HOT I _L2 X JS 2 X 4 Ixx* 2.07 G.950 in! Ixx: 0.330 if� apno" HOR17ffiTAL ()R VERTICAL 1 3 I STD, TUB b4uLuQN Sxx:: 1.05 In! Sxx. 0.633 ini Sxx; 0.33D in. F- SEE YAUDOY1 OR DOOR APPROVAL FOR003-70 FASIE14ERS SIZES MAD SPACING o Q Ixx: 8.280 Int lxx: 2.980 in Sxx: 2.760 int Sxx: 1,490 ink xs RE 'ANGULAR ALUMjIqUM TUBE MULLION LiF V CLIP LENGTH USING MULLION PROPERTIES ONLY MULL 111:1 INSTRUCTIONS: USE CHARTS MAD GRAPHS AS FOLLOWS- THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT I x a 1.688' AND CAN 8E USED WM I ALL LAWSON I x 3 2.688, STEP I DETEALjjNE 0E515tj L04 REOUIREI)FAIR PARTICULAR OPENING, COUNTY APPROVED IMPACT A140 HON-IM I — I STFp 2 USC ApppOVED Wain PRODUCES MEETING ASM LOAD L NOTCH X 4 3,6E8' REOMIZEUENTS. OPYONAL -STEP- -USE-CONNEC11011-M-UULU014 AS PER PRODUCT-.2-k-A-1 _316BB_I 2 x 6-T----5­77� 68 1. REFER TO THE GENERAL NOTES ON SHEET -.ILS MIN. sTrp spEcify mmut SHUT SPACIAO. 2ZOO USING CHARTS ON SHEER 3 OF 10 SELECT UULLICH SIZE I OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 yfflij DESIGN TTATIUO MOPE THAN DESIGN LOAD SPECFIeD 2, MULLIONS MAY BE ORIENTED'VERTICALLY OR SNUG INTO TUBE MULLIONS. IN STEP I MV4. HORIZONTALLY. ANGLE CI-I 2 WHERE ANGLES ARE 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION RNOT FIT SNUG usIND MICNOR TYPES oil 5FEET 0 THRU 9 AND ANCHOR MIARIS TO TUBE MULLIONS, SEE OPTIONAL STEP Oil SHEET U,SELECT ANCHOR TYPO WITH DESIGN WIND ANCHOR DETAIL AT SHEET 9 OF 10, Uope TWA THE DESIGN LOMAS SPECIFIED AN STEP I ADM ARRANGEMENTS OR STACK CONFIGURATIONS. 5/I6'TAPCONS MIN, EDGE DIST. l 1/4" MIN. 1-1/2'JAIL smog rENEMTION i_ s/I6 EIRAROU 2-3/16"CONCRETE OR 1/2`MRI.WOOD PEItERAll rR EDGE DST. 2 PER CUP(I 01f EACH{9110) I PER u1GLE 4' DLLOW DL CK 5/T6•TAPCMZ 5/t5'TAPC9ttS C 1-3/4'MIN.EMOLD tilt MASONRY 1-3/4•MIN.EMBEO INTO IJASONRY d C W 3/4" 4 PER CLIP(2 ON VANG) 2 pER ANCLE m MIN1>1 � I I -4 y z IE --I I A V-, , :"r oar z m °iit �c 1 r v $ n q i i i ZZ c z `6z0 ------- `-' ,Pit, ( 2 7/16" IL i i i c x a 8 I t 2 X 2 X tI8" �� 1 11 2� ` I%ROA1Via alP r ALUMI ANGLE IO MIN.- - V1GOa SUCK 1 I i ^'----- WOOD BUCK ,,•• // ,atT I 1 I 1 1 I N r 1X FLOATING CLIP l I AW412NICLka• 1 5 \ t- I I 1 S 3/4" MIN. ANCHORS TYPE 'O'PINTO BLOC4C� E7 EDGE DIST. 5/15'TAPCONS -c t-tj2•URI.W090 f1ETMii9N IPEPER 0 9cL ANCHORS TYPE 'G' (INTO CONCRETEa � 4 ANCHORS THRU 1X DUCK w w ALL CUPS AND ANGLES 70 F!T SNUG INTO CONCRETE OR BLOCK In 6- 1"x4" 1"x4" & 2"x4" MULL z9. ' IHMIN. EDGE DIST.2-"3/16" CONCRETE OR4HOLLOW BLOCK Vie TAPCONS S/tc•TArtotu1-3/4•MIN.EUBED INTO MASONRY 1-3/4'IJUL EMBED TIRO MASONRY2 2 X 2 X i/Ja' 2 PER CLIP(i ON EAC7I VANO} t PER NICLEWOgum A1lrt f i hLL CUPS AND ANGLES TO FIT SNUG ALTERNATE INTO TMS£MULLIONS. AITNaa toG4nw1 TAPCONS MAY BE HEX OR FLAT HEAD. t 1 L st ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD .---"'-^---" -VIOOD-BUCK�. - -- 1x FLOARN9 CLIP - -- -... r_ALUMAICLE- / / SftB'77FCJ3N5 I-I/2"MRI.w00f1 6- MROH H t `i i ' ��`"i- i Y - 1 1 4" MIN, I-1 t'UlN.WOOD PEt1EIItAN011 \ t EDGE DIST. 4 PER CLIP(2 011 EACH WING) 2 PER Ntw£ +- .- 1`"i u z z - ANCHORS TY (INTO BLOGIZ� - N 1 ' ANCHORS TYPE 'F' (INTO CONCRETEl S 2 ANCHORS THRU 1X BUCK INTO _- INTO CONCRETE OR BLOCK zfi, t fl��,;c; L- 1 II 2 X 2 x l/a' FLOATING CUP 4 II A=AIIGLE 2$Y f 7 LI i 1 pRODUCTRTiV1SE:D 7 \ i r wood auGK I I 1 T r I mmtlalYlnaWilk dig FludJl/�[ "� tiutlaht Cnd �,.J—J4/CJ.C.J� F%•� `� 1 I � j Acrcptmro No ANCHORS TYPE 'Q' tSy� ALTERNATElTNtr., 4 ANCHORS INTO WOOD ANCHOR LGCAtIwf %,d.WnadzPNaductClnRci a STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Wldth w. MULL SPAN 1X3 1X4 2X4 I 2X6 Width w MULL SPAN 1X3 1X4 2X4 2X6 Width(W) MULLSPAN 1X3 1X4 2 X 4 2X6 � •A 18 150.0 1500 150.0 150.0 10 150.0 150.0 150.0 1 150.0 i0 44.0 95.7 150,0 150.0 c z 24 1500 160.0 _150,0 150,0 24 139.5 150.0 15010 _150,0 24 33.0 71.B 116,6 150.0 e q 3D 160.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 28-4 67.4 93.2 150.0 !2 us ua 36 15010 150.0 150.0 150.0 30 93.0 150,0 150,0 150.0 36 22.0 47.8 77.7 160.D M�I y c 42 150.0 '150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66,6 150.0 �j a d tS 4 48 38.318" 160.0 150.0 150,0 150,0 40 74.114" 69.7 150,0 150.0 150,0 48 120" 16.5 35-9 58.3 149. C4 54 150.0 150.0 150.0 150.0 54 020 134.8 160,0 1500 54 31.9 61.8 133.1 ° 5 o -d 60 150.0 150.0 150,0 150.0 60 55,8 121,2 150.0 150,0 60 28-7 46,6 119,8 3-a ut F 65 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 42,d 108.0 z a Z 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150,0 72 23.9 36.9 99.8 o w s O 70 150,0 150.0 150.0 150.0 8 42.0 63.2 150.0 150.0 70 22.1 35,9 92.1 0. 19 150.0• 150.0 _ 150.0 1500 18 128A 160.0 150.0 150.4 18 33.1 71.9 116.8 150.0 24 150.0 150,0 1600 150.0 24 96.3 150,0 160,0 150,0 24 24,8 53,9 87,0 160.0 m 30 160.0 i60.0 150.4 150.0 30 77.1 150.0 150,0 150,0 •30 19.9 43,1 70,1 150.0 � � � S 36 169,0 160.0 160.0 150.0 36 54.2 139.6 160,0 160.0 36 16.5 35-9 58,4 150.4 42 150.0 160.0 150,0 150.0 42 65.0 119.5 550.0 150.0 42 30.8 50.0 128.6 40 50.518" 150.0 150.0 150.0 150.0 48 04" 48.2 104.6 150,0 160,0 49 132" 27,D 43,0 112,5 A 64 150.0 150,0 150.0 150,4 54 42_B 93.0 150.0 150.0 54 24.0 38.0 100.0 60 1500 150.0 i50.0 1500 60 38.5 83.7 135.9 150.0 60 21.6 35.0 90.0 a 66 147.7 150.0 160.0 150.0 66 35.0 78.1 123.6 150.0 66 19.6 31A 81,8 � 72 135.3• 150.0 159.0 150.0 72 32.1 691 113.3 150,0 72 18.4 29.2 76.0 0 78 124.9 •150.0 150.0 1500 70 29.0 64.4 104,6 150,0 78 - 18.6 26.0 60,2 � 41 1II 1500 160.0 150.0 150,0 18 86.0 150.0 150.0 150,0 i6 25.5 55.4 89,9 150.0 24 150.0 150.0_ 160,0 160.0 24 64.6 140.1 154.0 150.0 24 19.1 410 07.5 150,4 c' 36 57 ib0.0 i50.0 154.0 150.0 36 43 0 93A ;154.0 150,0 36 15.3 33.2 54.0 136.5 W 30 150.0 150,0 150. p 150.0 36 27.7 45;0 Sib,S � 42 150.0 150.0 150.0 150.0 ! 42 30.9 80.1 130.1 150,0 42 - 23.7 38.5 99,0 �� o 48 150.0 1 0 150.0 43 96" 32.3 70.1 113.8 154.0 40 144" 20.11 33.7 86.6 64 137.0 150.0 150.0 150.0 54 28.7 62,3 101.2 150.0 54 10,5 30,0 77.0 611 123.3 150.0 150.0 150.0 60 26.8 50.1 91,1 150,0 60 16.6 270 69,3 66 112.1 160.0 150.0 150.0 I 66 23.6 51.0 82.0 150.0 66 15.1 24.6 63.0 _ 7Z 102.11 150.0 150.0 160.0 E 72 21,5 A8.7 75.9 150.0 72 22.5 57.0 78 94.8 160.0 150.0 150.0 78 10.9 43,1 7 .0 i5 .0 78 - 24.H 53.3 . 0 18 150.0 160.0 150.0 150.0 16 60.4 131.2 150.0 150.0 18 22.8 49.0 79.6 150.0 L 24 150.0 1500 150.0 150.0 2d 45.3 98.4 150.0 150.0 24 16.9 35-7 50.7 150.0 30 150.0 150.0 15040 150.0 30 30.3 78.7 127.9 150.0 30 29.4 47.7 122.6 36 150.0 150-0 180.0 150.4 1 36 30.2 65.4 195.6 1600 36 24.5 3016 102.2 42 130.5 160.0 1 150.0 160.0 f 42 25.9 56.2 01.4 150.0 42 21,0 34,1 87,8 d z 48 63" 114.2 150.0 150.0 150.0 a 40 1413" 22.7 49.2 70.0 150.0 48 150" 18.4 29,0 70,8 `c 54 101.5 150.0 150,0 160,0 R 54 20.1 43.7 71.1 150.0 54 - 16.3 28.5 88.1 S 60 91.3 150.0 150,0 150.0 60 10.1 39.4 04.0 16010 60 23.9 6 3 +° a = 1 x 66 83.0 150.0 1510 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55,7 9.' I 72 78.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 - Z. 51.1 a 78 702 131 A 150.0 150.0 78 30.3 49.2 124.4 78 18,4 d7.2 a NORRONTAL it U0 •�tvvtliTtTttJl ='c"uzINO TYPICAL MULLION ARRAIJGE3dFNTS ��1. t.1, .•l..l� PROnuCt 3 ' D ARMIES 10 BE INSCRIBED y�c ... UUU101 ,'- ` 11MDE RECTAIIGUlAR SWYE • _ g - -- - --.. __ _..--- -- ---'-- --_I`J0T ----------- -- - - ----------- - - ._ PRODlJCC86YlSTiCI - PRODUCT PROD= �a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED mcalry4y3ngwtt6ilmtlad4a n .'. t•: SU' {VERTICALLY OR HORI20N'fALLY, Bu9dulRcaa. '• _ GtA7JIIG BLAZING INTERPOLATION BETWEEN WIDTHS ALLOWED �4 �1'���Q� Q PRODUCT PRODUCT F.xpifRlPonllot p �/ 1- s w WIDTH {W) = t'!f d• W2 13InmllladcpwluclCmn�ial� Wi W2 MULLION SPAN 2 A ADD Mo- 1500 F"" J56 IYPI- IRS _T 3.999 MS As 1.732 —Mas 4290 4=0 3.000 3..MIT C, F 2.D62 3400 1 mug 2 X 4 4 ICAL cyfifloalltS TYPFRAJAC m n JAULLIM Ctj Jac .102- 1 x 3 _4109 I-12fie I X 4 1.062- SID. TUBE MULLIONI x 3 NOTCH 'L' soao 1 X 4 2D. TUBE MULI-110 x 3 0003�411 'Ll OPTIMAL CUSTOM MULLIO OCI43-To gufflIM—MULLM 11003-TO 6063-76 6063 T6 I / Jxx: 2.168 in! ix)r 2.218 1rb. I%x:-4,709 ;r�. I= 4.709 In. Ixx: 2.16B III! Sxx: 1.445 In. Sxx: 1.479 in- U Sxx:.2.355 in. Sxx: 2.355 11 ni Sxx: 1,445 0 z _gma-4 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ri1z; STANDARD TUBULAR SHAPES TTP.WALL-.125*ALL ALLEN- 6003-76 GLAZIJIG PRODUCT —2.00a— 4, IA25 t" 2.0aa J25- 4zuu 012"D.C. 4AD9 -.1e5 440 1 X MULLION CLIP 3-090 - 4,900 2625 I MULLIMLS TYPICAL GLAZING PRODUCTS �mufl4 NOTCH PRODUCI'RHIVISED OPTION& HORIZONTAL OR VERTIC • - lit(pjj 00111 aw Florida SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 A TDILT FASTEREIIS SIZES AND SPACING $70. TUBE MULL) STD, TURF MULIJUN TL 6003-70 -19.648 AnIzz Ixx: 7,649 J4 CLIP LEI NGTH Sxr. 6.549 Ina Sxx: 3.625 in! RECTANGULAR ALUMINUM TUBE MULLIONS MULL ' '.v' USING MULLION PROPERTIES ONLY NTrllurlITT/,,, USE CHARTS-RID GRAPHS AS FOLLOWS.- THESE MISSILE IMPACT I x a 1.688, E MULLIONS ARE RATED FOR LARGE STEP I DMIDIVIC DESIGN LOAD REQUIRED FOR PARTICULAR OPEN AND, CAN BE USED WITH ALL LAWSON'S MIAMI-DARE 1 A I X 3 2,688- COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS -j.— [C. 688. STEP (ZJgOUAPepLROV1E RDTCN I X 4 1 in JEH S�GLAZING PRODUCTS HEETING ABODE LOAD GPnaluu STEP USE CONNECTION TO MULLION AS PER PRODUCT NOTES 2 X 4 31698, APPROVAL I -jas film. STEP 4SPECIFY mAximum seal SPACING. I. REFER TO THE GENERAL NOTES ON SHEET USING cKATUS.om SHEET 5 or To SELECT mLwGH SIZE I OF 10 FOR BUILDING CODE COMPLIANCE. 1.ALL CLIPS AND ANGLES ARE 70 FIT aA VnTH DESIGN RATING MORE 71WI DESIGN LOAD SPECIFTO 2. MULLIONS MAY BE ORIENTED VERTICALLY OR _tf I•.. ........... SNUG INTO TUBE MULLIONS, IN STEP I ABOVE, HORIZONTALLY. 2.WHERE MOLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 MO ANCHOR CHARTS ANGLF CH J. REFER TO SHEET I OF 10 FOR TYPICAL MULLION INTO TUBE MULLIONS, SEE OPTIONAL STEP-6 ON SNECT S.SELECT ANCHOR type VIfTil DESIGN RNTURU p MORE TWJ THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS DR STACK CONFIGURATIONS. 2299 ANCHOR DETAIL AT SHEET 9 OF 10. INA TUBE MLL ONS TUBE MULLIONS I TUBE MULLIONS Width w MULL SPAN 1X2 iX3 1X4 2X4 2X8 Width w MULL SPAN 1X2 1X3 1X4 2X4 2X8 Width W MULL'SPAN 1X2 1X3 1X4 2X4 2X8 W i$ 150.0 150.0 150.0 1500 150.0 a 28.3 81.5 15D.0 160.0 150.0 48 - 19.3 42.1 60.5 150.4 c z 24 36 1 D2 5 150,0 150 0 160.0 150.0 36 17 0 0 7 88 8 927.8 1500 36 21 D 0 3 126 2 0 q 30 123.G 16D.0 150.0 150.0 ISO.D 30 48.0 105.5 - 100.8 04.1 M m R 42 67.0 15a.0 150.0 150.0 150.0 42 34.8 76.1 i09.5 150.0 I 42 18.0 25.0 72-1 ¢ n 48 38.318" 76.9 150.0 t5o,0 150.0 150.0 46 74.1!4" 30.8 68.6 05.8 150.0 48 120" 15,8 22.7 63.1 c a, 64 68.3 137.6 160.0 150.0 150.0 64 27.2 50,2 85.2 150.0 54 - 20.2 68,1 tl b o 4 60 - 51.5 123.9 150.0 150.0 150.0 60 - 24A 63.3 76.7 144-2 I 60 18.2 50,5 3�",✓ y £�-. 66 55.9 112,6 150.0 150.0 150.0 66 22.2 48.4 69.7 131.1 66 16.5 45.9 = e o 7Z 51.3 103,2 150.0 150.0 150.0 72 20,4 44.4 63.9 1202 72 - 16.1 42.1 a o= O u 70 47.3 95.3 150.0 180.0 150,0 70 18.8 41.0 59.0 ti09 78 36.8 m a ti 18 89.3 15D.0 150.0 150.0 150.0 18 58.3 122.6 150.0 350.0 iD 31-6 45.5 126A � a 24 67.0 150,0 150.0 150.0 150.0 24 42,2 9210 132.4 150.0 24 23.7 34.1 04.6 d 30 53,6 102.3 150.0 160_0 150.0 30 33.8 73.6 105,0 150.0 30 19.0 27.3 75.0 ra p 36 44.6 118.6 150.0 1500 150,0 36 28,1 61.33 88.3 150.0 3G 15-8 227 63.2 42 38.3 101.7 48 l0 618" 335 89.0 165.0 150.0 150.0 48 84° 21 t 42.9 7557 i50A 42 19.5 54.2 E" `w 6.0 66.2 140.8 40 132" 17.1 47.4 u a 54 29.8 79.1 129,2 150,0 150,0 54 18.6 40.9 58.8 125.2 54 - 15.2 42.1 z 60 28.8 71.2 115.3 150.0 1500 5U 16.9 3G-B 53.0 1127 6D - 37.0 Et oz 66 20.4 84.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 66 34.6 72 22.3 5.-9.3 06.9 139.5 150.0 72 - - 30.7 44.1 93.9 72 - - 3i.$ a 78 20.5 54.7 89.5 126.8 150.0 78 28.3 40.7 B6.7 78 - 29,2 i8 62.6 160.0 150.0 150.0 160.0 28 37.7 02.1 118,3 150.0 I 18 24,3 35.0 07.4 14 46.9 135.1 150.0 150.0 150.0 24 28.3 01.6 88.7 150-0 24 - 18.3 25,3 73.0 E 30 37.6 42 268 31.3 772 10.1 3.1 1600 1500 42 162 35.2 507 123.2 42 _ _ 1_D 56.4 (✓1 0.0 30 22.6 49.3 71.0 150.0 30 2 35 7.5 48.7 5.0 41.7 48 57" 23.5 87.5 114.7 150.0 150.0 48 96 30-8 44.3 107.8 40 144 ?.8.5 54 20.9 60.0 101.9 148.6 150.0 54 27.4 30.4 05.8 54 - 32.5 82 50 18.8 51.0 91.7 1321 160.0 60 24.6 35.5 88.3 60 - 29.2 u 56 17.1 49.1 83.4 1 120.1 150.0 66 224 32.3 78.4 66 240 + 7Z 15.8 05.0 76.5 ti0.1 150.0 72 20.5 29.6 71.9 72 24.3 ^ a 70 41.8 70.6 141.8 160.0 78 19.0 27-3 66.3 78 225 a 18 46.3 133.4 150.0 150.0 150.0 18- 26.5 57.7 B3.1 160.0 18 31.0 86.1 a, o 24 34.0 iQ0.0 150.fl 1,600 150.0 24 19,9 43.3 62.3 1500 24 - - - 23.3 84.9 46 19.9 67. . 36 2i2 -66.7 la2 7 1073 150.0 150.0 35 15.9 B 41.5 1I 6 - _ 1 30• 27.8 80.0 150.0 1 9.8 136.3 318.6 53. 48 63" 17A50.0 93,9 135.1 1 - 13.8 3S - - 15.6 43.1 r 50.0 150.0 42 24.7 35.6 07.4 42 36.9 50.0 `8 �8" 21.6 31.1 85.2 48 150" _ 32.3 r 64 15.4 44.593.4 1201 150.0 64 19.2 27.7 75.? 54 28,7 d x 80 AOA 75.1 - 108.1 150.0 6D 17.3 24.9 58.1 50 25.8 z m 65 - 364 68,3 08-3 150.0 66 15.7 22.7 520 66 72 33.3 52.0 Oo.1 35QA 72 20.8 56.8 72 21.6 76 30.8 57.8 83.2 1600 78 19.2 52.4 78 19.9 ¢3 di K HORIzONTIU.MuLLIOH .�'GLAZO40 TYPICAL MUS ION ARRANGEMENTTS YERTiCJ3. �: AROOttCT ,� " •-• .a- MULLION 1 ' ARCHES TO BE INSCRIBED n7�e',`.•'' L• z _.. INSIDE RECT94C"SHAPEOWING - - _PRODGLAZING UCT eRGDUci �- ----- -- - --- -- MULLIONS RATED IN THESE CHARTS MAYBE ORIENTEDz it stn a uac"np4Ylnuwi148wlIutG1+I GLAZING GLa2ING VERTICALLY OR HORIZONTALLY Duil4'Ca" a PRODUCT PRODUCT (IWTERPOLATION BETWEEN WIDTHS ALLOWED) nce�nnn1N j4�� CJ. WIDTH (W} = w1 + W2 di�ml ludal'rodutlP3a13n1� "7aa3i,:Iaa+"� E Wi MULLION SPAN 7 d a ga --' '-�- fi � " MIN. EDGE MT, 5/f6* 2-3/16" CONCRETE OR r-1-3/4'MIN.EUOEO INTO LKONRY 3-3/4 CLIP LENGTH 4"_HOLLOW 13LO K 4 TOTAL(2 014 CACH WIND) N. tn HULL I X F 1.6138' LO 4K I X 3 2.688' z I x 4 31608, �c A .2 x 4 3.688, 2 -7 L-LX-61 51688-1 2x4 or 2,6 U.11 ALL CLIPS AND ANGLES ARE TO FIT d r II I.'-'NUG INTO TUBE MULLIONS, ALUM ANGL 2.WHERE ANGLES ARE NOT FIT SNUG w 0 INTO TUBE MULLIONS, SEE OPTIO14AL M ME IL a 2 X 2 X 1(4' tI ANCHORiDFTAIL AT SHEET 9 OF 10. N CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 14 sms. LR'A D I I CTEDI WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR CwI?IEL_ [TUDE MULIJON WATER-WHITE CLIPS METHACRYLATE LACQUER. MIN. EDGE 015r. w ------ -------- 2-3/15" CONCRETE OR 4' HOLLOW BLO K J17 FH S.US C3 '�/S;i 1/8'THICK ALUM C11 IIE I H LFJ411111 TO FIT 5 C I , 1 1 UTO 11 11 1 1 TUBE MUUUO)I TUBES MAY BE NOTCHED I I C� F36 AS SHOWN TO ALLOW HISTAUTATIOR I I LOCATION OF SC OF CUP ANGLE SCREWS CONNECTING CAUIX JOINT AFTER ASSEMBLY ANGLES TO TUBES WHERE ANGLES ARE NOT Fit SNUG INTO TUBE 014 F11 SUS MULLIONS. 2 P ACCESS HOLE /21 Q.c IT ! - ----- ----- 5/16-TAPCaHS 114 I-J/A'U111.EMBED 11410 IASONRY 4 PER ANSCUES 2 PIN ANGLE 'I X 2 X I/a I--- ----- ---- ALUM ARnt THIO SCREW CAR BE 112 FH-Ms V�iTALLED IN EITHER- IRECTIO14 2 PER C-LIP' I'O.C.1411. 1-3/4'X 2-X 1/8'(FOR ZIY TUBE) Z 3/4-X 2-X 1/8'FOR(Ifir ALUM cur TO Frt sHur INSIDE TUBE C.4) 14U UU 7 ANCHORS TYPE 'I METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE Y TO VERIFY cl 0 CDP#j oNi M" A Ol- ,--, C� V 11R000CrIlSVI501) 3-3/4' ALL AND ANGLES TO FIT SNUG Tl'I, 'P INTO CL MULLIONS. A MIN. TUBE LIONS. _Q 06 063 1 3/4" OPTIONAL ANCHOR DETAIL TAPC014S MAY BE HEX OR FLAT HEAD. 201 rg LAIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK 0.11i'l 60111101 MIN. EDGE DIST. MIN. EDGE DIST. 2-3116" CONCRETE OR 2-3/16" CONCRETE OR ' P' C. HOLLOW BLD K 3-3/4" 5/I6'TAPCONS 4"HOLLOW BLO K 3-3/4" 5/10- ARCOEMncD INTO w,onar o ~ 1-3/A'MIN.EUDED INTO w50nRY MI 4 to MIN. - i PER CUP(2 Oft EACH WIRD} {PER CLIP(2 ON EACH WING) �� C S.•-4. s, .\Z `¢ ,"'.Z Mali Mi �' w CLIP LCNGTI3- Q MULL a a 2 X 4 3.688' x" 2 X 6 5.688' za � mea 2XG MULL 5/16"TMCON6 WOOD BUCK y 5 ' 1-3/4'Will,EMDEO nR0 HASOttRY \ 2X4 MULL 5116'TAPCONS � Q A PER CUP(2 ON EACH WIG) ^ t-3/4'LIN.ELIDED INTO LNSOIIRY ----------------------------- 1 3/4- <PER CUP(2 OR EACII VANE) � � a d --- .] H MIN. --------------------------- } 3/4�. � 8-. MIN. U 3/4" tj 1X61NLL ��'} 8 1a•� y: CLIP LENGTH 2X6 14ULL 2XG HULL mull xG ------ �.•. \z 2 X 4 3,688' a ><l '•� j 2 X 6 51688• �'--- ------ - __ ___ _ �'� to Q O iA 'i H 3-3/4" s , MIN. 5 11/I6" ALL cups AND ANGLES rQ FST SNUG ANCHORS TYPE 'E' (INTO SLOCIO a INTO TUBE MULLIONS. \t' .D ANCHO>25 TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) WOOD DUCK TAPCQNS MAY BE HEX QR FLAT HFAEl, r d ANCHORS THRU IX BUCK �- - ---- `IWTO-CQNCftkZE�OR BLOCK ANCHORS TYPE 'H' (INTO�ONCRETE)- - CLIPS OR ANGLES CONNECTED diRECiLY T4 MASONRY TO BE PROTECTED 2`X6'MOLL SHOWN ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH AS,BITUMINOUS PAINT OR a o z 2'X6'MtRt SHOWN WATER-WHITE METHACRYLATE LACQUER. a �tULSSItN:'rfr v7 3s 1+ICOIIUL'TStTiVlSRI) Q� �;-T o ����.+�`t.;:•=e ni e"m;npinR villi Iro}°o71d6 . tiillmllnAd:l4oduttCbnlm MiN. EDGE DiST• 5 tc-TAPCONS 2-3MIN. EDGE REST. / /16" CONCRETE DR 2-3/16" CONCRETE OR 1-3/4"1AN.EMBED Into MASONRY 4" JOLLOW ENL CK 5/lG'TAPCCIIS 5 d" HOLLOW BCD K 2 PER CDP{1„4fi EACH KING) 5/16'TAPCONS JIfl'TMCOt15 cl W 3 1 4 1-!i'InH.ENO[B tITO LIASONR7 1-0/4'MING EMBED INTO AASG41 .. ' MBED INto w5oN i1 0 E,t MIN. / i PER ANGLE 3/+T' 4 PEN CUP(2 ON EACH Y2 PER AMtGLE O K i IN. r. tq y z •i. :r•. n 'i, .I.M� •iY. I. .+• :.tl :1`I '! tq CO{CHM OR �e ETE OR t 1 CTF 4 LCU,Etzi RLOCK 1 1 CONCRETE OR :_: CE BLOCK BLCCK 2%2%I/6' I I =%2% „O- CEMIEIR BLOCK I 1 ALUM ANGIE 1-------- - "_' it i I I ALUM ANG p 1 ---"'"-- j TLOMTIttC CLIP i 1 ` 2 ?/i ti- 1 FLOATING CUP i I t I i MIN. 3 }AIN. •�•.• NULt yt, uuu �w ,'�� 47•' .��' .nom k. k{ ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' INTO BLOCK) W ' , I ANCHORS TYPE 'F' (INTO CONCRETE} ANCHORS TYPE 'G' (INTO CONCRETE} H i2 ANCHORS INTO CONCRETE OR CEMENT BLOCS( d ANCHORS INTO CONCRETE OR CEMENT BLOCK {1 a E i t t"x4" b. 2'x4" MULL (� w ------- 1 r-` ALTERNATE WiU- . j , AnctioR LOCATION NULL - MCAIWO CAP . a a CaICflE7E ON CEI,{EHT etOCK I I Ia '� IL•--__ t..-_i It I IL S G 00 •y .{. _ sf30'TAPGonS ' .'�"L, t' '•i` M '-_• i'i n •1• '•w• x 1-3 MIN.EMeEO wro uAsa,rrr 2 PER CLIP 'Iti (i ott Exit YANG) _ sJIG`TAPCONs d'1 i 1-3/4"Intl,EUGEB INIO MASONRY E y { y jt2 SMS 4 PER CLIP(2 Oft EACH YANG) d{ aS' �2 PER ANGLE 1 I t t t w I ft 7 II 1 ' 1 1 I ii 1 1 •-- - - � - ••v. I FQ 'i ti' 1 I 1 *- 1 ! ALL CLIPS AND ANGLES T4 0 StiUG - 1 1 n 1 1 INTO TUBE . ; �.:•� •.:.`,, , ;..:a _ - 7APC- - � - ONS MAY 8E HEX OR FLAT HEAD. PRODUCTRISVISGO •. t,�, �•'.1..,.• +•i•: astumpSy'(netvegtllcFSuLN1n aO`K,;`...� '`��t.%;:'�" • ", UuildingCads /��-�/''y j'") o �.,��., --i '•',Q•t', 'Y�! `F Cl.IPS OR ANGLES CONNECTED DIRECTY TO MASONRY TO BE PROTECTED Acccpinncu Nn- Vcat•�•r' ^-�, �"+.•-,- `,; z i YATN hLKALE-RESISTANT COATINGS,(SUCH AS 817UMiNOUS PAINT OR 11,0 S WATER-SYHRE ME7FIACRYLATE LACQUER. i t` , M5 I TAPCONS 1-3/4"uBi.PAVED = iBtpt 30Li5 PIadAct COGtto - ,,,� INTO MUSaiRY-1 PER ANGLE t Impact Order Form DIXIEPLY Company: Storm Tight Windows Date: 2/13/2017 Order/Quote QIIOtE Il2h T Phone: 561-420-0294 Prepared PO#: None Fax: 561 420-0222 by: Chris Orsini Job Name: Coughlin 5871 Door Skin Jamb Glass Lite, Hardware Hinged or Size 314 Mini Q Size Glider Interior Exterior LowE272 LoWE240 L—E366 Im act Full Lite Panel Blinds GBG SDL Sin le Mulll oint Handleset Handin Each Price Total 2 6068 GLIDER SM WHT SM WHT 4-9116 X X X X wrliTe XO $1,548.69 $3,097.38 2 SLIDING SCREEN $90.63 $181.26 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 "$0.00 $0.00 $0.00 $0.00 $0.00 Inswing Inswing Inswing Sub-total $3,278.64 Center Hinged Dnubl,Hinged Jim Tax :Y fr. Order Total $3,278.64 � 1 D[ II OFP-R5 DFP-SL OfP-LP DFP-PA FP L DFP-R DFP-SRS DFP-5L5 i ReferenceThree Panels Outswing Outswing Outswing ......_................l.I........ .I . .. _... Cent,.Hinged Dcuble Hinged -'1• Handing —„ call-out X0-0 0-Ox Reference_ LSS -SSR Code ......... - l _ ) 'DFH-115 UFH $L DFH-LP DFH-PR DFH-L DFM-R UNI-SR5 DFM-SIS _--- i Reference_ Three Panels- .... - - - - - -- -- .....-. — �,. - -- - a dl 1 Call t -out X I �! Reference : SR5 SLS ..._.._'...... i--------- ' Code. .._. x o y (X 0 of (0 X X 0) NOTES- LEAD TIME 2-3 WEEKS. DP-50