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HomeMy WebLinkAboutProduct Approval Florida Window and Door Co. 7108 Fairway Drive,Suite 120 Tel.(561)848-4900 Palm Beach Gardens,FL 33418 floridawindowanddoor.com Property Information Buildm"g Information Owner: Tim Legel Wind Zone: 160 MPH. Address: 8302 Belfry Place Exposure Category: C Port Saint Lucie,FL 34986 Minimum Building Dimension: 50 ft. Mean Roof Height: 14 ft. jit Risk Category: II Design Pressure Calculations Opening Location Device Device DeviceMax Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(n.-,f) Pressure(psf) —0 End 0 0 7 0.0_ _0.0 —_1 End 37 ------ 74 — 7— --_—. 32.1 —..-----___—42.0._._.-.------ _ 2 End 37 74 7 32.1 ---�- --42.0 -- _- 3 -.. End __--- 74 37 7 32.1 -42.0 4 End 11995 7 29.0 -35.9_ ....._.....__...._....._._..--- _....._ -------- ___ --- -- 5 - End 120 30 7 30.9 -39.6 End — 26 63 7 33.2 -44.3 _ End 60 63 7 31.4 _ -40.6 —8— End 26 63 7 33.2 Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 ` I MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)3151 -2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy TM Windows,LLC 1543 N.Powerline Road Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by;Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In.Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by,Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- APPROVAL DOCUMENT:Drawing No.W06-34,titled"Series 605 Aluminum Single Hung Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 04/24/06,with revision F dated 04/01/15,prepared by Al-Farcoq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA.shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0213.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0611.06 Iff-MIAMMADE COUNTY Expiration Date: July 05,2017 f 1 (pproval Date: September 03,2015Page 1 i TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0604.24) 2. Drawing No W06-34, sheets 1 through 7 of 7,titled"Series'605 Aluminum Single Hung Wdw. (L.M.I.)", dated 04/24/06,with revision F dated 04/01/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-'94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,:TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc:,Test Reports No. FTL-5439,dated 12/10/07 and FTL-5742, dated 01/21/09; both signed and sealed by Michael S. Wenzel,P.E. (Submitted under NOA#-09-0604.24) 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 24113.2.1; TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3975,dated 10/22/03,FTL-3755, dated 03/24/03 and FTL-4514, dated 01/25/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted'underNOA# 07-0404.04) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per.FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Certified Testing Laboratories, Test'Report No. CTLA-416W,dated 04/11/00, signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#07-0404.04) Manuel ere ,P.E. Z� Product Contr miner NOA No. 15-0611.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-1 TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014)dated 04/29/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). i E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saf]ex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51'h Edition (2014), and of no financial interest, dated April 29, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 12-0213.05,issued to T.M. Windows LLC for their Series "605"Single Hung Aluminum Window(reinforced), approved on 05/03/12 and expiring on 07/05/17. Manuel •ez, E. Product ControExa finer NOA No.1 - 611.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-2 53 1/B' V S3 1/5' WINDOW WIDTH WINDOW WIDTH 48 48 FALSE MUNnNS D.L.OPG.W,(FIXED) D.L. OPG.W.4(FIXEO) Q (SURFACE APPLIED) 21"MAX. }t+�� FALSE APPLIEINSD) Iryp z� MAY BE USED A P/SILL. �°s Z (SURFACE APPDED) 21'MAX. ro W �� N 1 x MAY BE USED At HEAP/SILL z Q IL r o in Vo i�O d O II If Q V. _ 11 jI ( I �� �� I Q p t, ii %"=HEA if D1 n r. II a o - - —==Zi I H �/ it I Q q q a J J N �' �? B– II 11 I B II jl I Z��ryNy1 �{ i- 10 w ro 3 it IIIt r5 I( II 11 I Qe N II 11 �L 1 IIII I .... Ir 11__ li_----- n n I c� sO7u v^ H DLq Cl JzU. 5 1/2-MAX. "+`3 L� . 7 3f4' HEPD/Stll 5 1/2'MAX. •00 a m 4HEAD/SILLc z THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. O.L. OPG. (VENT) CORNERS 1. 47 3/4' CORNERS 8 SHUTTERS ARE NOT REQUIRED. D.L,OPG.(VENT} CL 50 t/B' a- VENT WIDTH SERIES 605 ALUMINUM SINGLE HUNG WIND04Y DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER PI A EMOONIYEICAL ELEVATION 2 CHARTS SHOWN ON SHEET 2. EQUAL UTES WITH OPTIONAL FIN � (SEE DESIGN CAPACITY CHART) EQUAL LITES i l APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (LIMIT DESIGN CAPACITY TO 161,0 PSF MAX. _ COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING o 0 MIAMI–DADE COUNTY APPROVED MULLIONS IN BETWEEN. r, 8 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.L.O. WIDTH (FIXED) =WINDOW WIDTH – 4,875" m } WILL APPLY TO ENTIRE SYSTEM. D.L.O. WIDTH (VENT) WINDOW WIDTH – 5.375" D.L.O. HEIGHT= WINDOW HEIGHT/2 – 4.5" LHIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE y g $$ EQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOC ag o r S IAN£ZONE Hvl1z. LAMINATED GLASS " ' s's F,g 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY INSUL. LAM. GLASS °" TO TRANSFER LOADS TO THE STRUCTURE. LARGE MISSILE IMPACT ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 4 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Engr.JAVAD AHMAD Y CIVIL PRODUCT REVISED N ,a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FLA.PE 170592 as complying with the Fludde i NOT PART OF THIS APPROVAL. D.A . 5M Building Code r Amplenco No 15-0611.04 g A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. E lmlimDate 7 8 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. O 2 ZO1, By ado Product ` drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEIAL SCREWS,THAT W�6—�4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 0 ' shee( 1 of 7 DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY-PSF (WITH ALUMINUM REINFORCING) (WITH STEEL REINFORCING) /�� GLASS TYPES m WINDOW DIMS. GLASS TYPE'C' 'D' k'E' GLASS TYPE'F' LASS TYPE 'C' LASS TYPE'H LASS TYPE'1' LASS TYPE'1' WINDOW DIMS. GLASS TYPE'F' z WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+)INT.(-).EXT.(+)INT H EXT.(+}ii4T,{-} EXT.+ ANT.- EXL(+}1NT.(-) 31 WIDTH HEIGHT EXT.(+) ANT.(-) 26 C m 19-1/8 70.0 70.0 61.0 61.0 BOB BOB 60.0 BOA 00.0 BOB 50.0 80.0 80.0 80.0 2 BOB 115.0 F•� � �d 26^t/2" 2s" 70.0 70.0 61,0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2" 26" 80.0 115.0 25 g 3T (4) 70.0 JOA 6i.0 61.0 84.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 60.0 80.0 3T (4) SOD 175.0 0 53-1/8• 70.0 70.0 61.0 814 80.0 BOB 80.0 80.0 80.0 00.0 80.0 60.0 80.0 80.0 53-1/e" 80.0 115.0 19-118' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 BOB BOB 8010 80.0 SOD 80.0 80.0 19-1/B" BOB I154 O;o LL 26-1/2'38-318• 70.0 70.0 61.0 61.0 BOB 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.O 26-1/2` 38-3J8` 80.0 115.0 37" (4) 70D 704 61.0 61D 80.0 804 60.0 BOA 80.0 80.0 804 80.0 80.0 804 37` (4) 80.0 11594 0 Q til g 53-1/8•. - 70.0 70.0 61.0 61.0 80.0. .80.0 60.0 80.0 80.0 SOD 80.0 80.0 80.0 80.0 53-1 j8' 60.0 116.0 d IQ� 19-1/e' 70.0 70.0 61.0 61.0 SOD 50.0- 80.0 80.0 BOB -BOB- 80.0- -80.0- BOB- -80.0 -- -- _ _. 19-1/B•. __ .80.0 115.0 _ dJ h� Q tA FE 26-1/2'50-5/8' 70.0 70.D 61.0 61.0 80.0 80.0 80.4 80.0 80.0 SOD 50.0 SOD 80.0 60.0 26-1/2`50-5/8" BO.0 115.0 3. (5) 70.0 70.0 61.0 61,0 80.0 6010 80.0 8D.0 80.0 80.0 80.0 80.0 60.0 80.0 37" {5) 80.0 115.0 )Q 44�I1 53-118` 78.0 70.0 6I.0 61.D BOB 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80,0 53-1/8' 80.0 115.0I"' 19-tfe' 70.0 70.0 61.0 61.0 80.0 80.0 60.0 SOA 80.0 80.0 00.0 $0.0 80.0 80.0 19-1/8' 8010 115.0 Q�;<}$ 26-/2`56-5/8" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 00.0 80.0 80.0 26-1/2" 66-5/8--- 1 60.0 115,0 I,-�-•-1 37 (G) 704 704 614 614 80.0 SOD BOB SOD BOA 80.0 BOA 804 804 SOD 37" (6) BO.O 1154 � .93-1/8 1 70.0 70.0 61.0 61.0 80.0 80.0 SOD 80.0 80.0 80.0 80.0 80.0 60.0 80.0 53-1/8• 60.0 115.0 J 19-1/8• 70.0 70.0 61.0 61.0 ODD BOA 80.0 8D.0 80.0 80.0 80.0 SOD 80.0 80.0 19-t/0• 80.0 11.5,0 3 28-1/2' 70.0 70.0 61.0 61.0 80.0 50.0 80.0 80.0 60.0 00.0 80.0 80.0 1 60.0 80.0 1 26-1/2• BOD 115.0 63 S3" 3 W 37' (6) 70.0 70.0 81.0 61.0 80.0 BOB BOB 80.0 80.0 80.0 80.0 BOD 80.0 80.0 37` (6) 80.0 115.0 z 53-y/8" 70.0 1 70.0 61.0 61.0 80.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-1/8' 604 115.0 = O M 19-1/8' 70.0 70.0 61.0 61,0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 60.0 80.0 19-1/8• 50.0 11510 u�. tY 26-1f2' 7 70.0 70.0 61.0 1 61.0 80.0 80.0 80.0 SOA S0.0 1 80.0 80.0 SOA 804 804 26-1J2' 72" BOA 115.0 i � n- Jw 37' ) 70.0 70.0 61.0 SID 80.0 804 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37' (7) 80.0 1154 z o 53-1/8' - - 81.0 61.0 - - 60.0 60.0 80.0 80.0 78.2 7a.2 80.0 00.0 19-1/8' 80.0 115.0 Oj Ld 19-i/8' 70.0 7tl.0 6L0 6710 80.0 804 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26-1/2" 76-3/4' 800 115.0 3 tt i om 2% 2. 76-3/4 70.0 70.0 614 61.0 8010 80.0 90.0 804 60.0 604 80.0 80.0 80.0 80.0 37" (7) 80.0 112.2 '0O 0-O m 37' (7) 70.0 70.0 61.0 SIB 80.0 80.0 00.0 80.0 80.0 B0.0 80.0 80.0 BOB 80.0 24' BD.O T75.4 $ CZ�a 53- B" - 61.0 81.0 - 77.8 77.6 80.0 80.0 74.5 74.5 BO.p 80.0 30' 80.0 115.0 s 'M�A.P'. 24' 70.0 70.0 61.0 61.0 80.0 80.0 SOD SOD BOB BOB 80.0 60.0 80.0 804 36" 48, 80.0 115.0 per, �I[I O 3p` 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42' 36' 48" 70.0 70.0 61.0 61.0 80.0 00.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 48' 80.0 115.0 42` (5) 70.0 70.0 614 61.0 SOD 80.0 80.0 60.0 60.0 SOD 60.0 80.0 80.0 SOD 54" 0p.0 709.1 48" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 60.0 80.0 60.0 24" 80.0 115.0 54' 744 704 61D 614 BOB SOA 80.0 BOB BOA 80.0 80.0 804 BOB 80.0 30" 804 115.0 24• 70.0 70.0 61.0 01.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 38" 80.0 115.p ii 30" 70.0 70.0 61.0 61.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 42" SOD 115.0 °y� 36' 70.0 70.0 61.0 61.0 84.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 BOD 48" 804 109.7 c 1 42 60 70.0 70.0 61.0 61.0 80.0 80,0 80.0 COD BOB BOB SOD BOB BOB 60.0 54" 48` 70.0 70.0 61.0 BID BOA SOD 80.0 80.0 80.0 60.0 80.0 80.4 80.0 80.0 24" 80.0 115.0 54• 70.0 70.0 61.0 61.0 8D.0 BOB 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30" 72• 80.0 115.0 24' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 BOB 80.0 BOB BOB BOB 80.0 80.0 36" (7) 80.0 115.0 C X. 704 704 614 61.0 504 804 80.0 80.0 80.0 80D 8010 80.0 80.0 BRO 42" BOD 1124 36" 72• 70.0 70,0 61.0 BID 80.0 SOD 80.0 84.0 BOB 80.0 SOD 804 80.0 SOD 24" 84' 50.0 115,0 'F $ 42' (7) 70.0 70.0 61.0 61.0 BOB 80.0 SOD 80.4 BOB 80.0 80.0 80.0 80.0 SOD 30' B 80.0 f 25.0 qg• - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 8d.0 BO.p BOB () N0.IN PARENTHESIS INDICATE N0,OF ANCHORS PER JAMS $4• - - BID 61.0 - - 79.1 79.1 79.1 79.1 76A 76.8 78.4 78.4 Eng,:JAVAD AHMAD ,p o N 24` 70.0 70.0 61.0 61.0 80.0 00.0 80.0 80.0 80.4 80.0 80.0 BOB 80.0 BOB CMPRODUCT REVISED N FLA.PE g 70592 Bildin YlnE.Vlth YW Fiotim4 Y = 3p' 70.0 70.0 81.0 61.0 80.0 80.0 80.4 50.0 B0.4 80.0 B0.0 80.0 80.0 80.0 N.5538 DuifdinS Code 84' - _ - ptmrallolrY06)1:06 Ss' (B) - 81.0 61.0 - BOB80.0 80.0 80.4 BOB80.0 80.0 80.0 80.0 8010 NOTE: irolion Dalc Ol� o � ,� s1.4 s1.4 - eoA so.4 80D ao.o eo4 eo.o 5a.o 804 GLASS CAPACITIES ON THIS SHEET ARE EP 0220 5Dy 4g• - 61.4 61.0 - - 80.0 80.0 90.0 80.0 77.5 775 goal 80.0 no. BASED ON ASTM E1300-09 (3 SEC, GUS) Mian l)Adc l'mWd drawing ST O NO.IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 W06-34 sheet 2 of 7 I m zk 1/8'ANN. GLASS 3/16"ANN. GLASS 3/16"ANN. GLASS 3/16" HEAT STREWO GLASS Ofd t Nr a 120'Interlayer 120'Interloyer 090'Interlayer 120"Interlayer p d M Uvekol S Uvekol S Saflex Clear And Color Glass Uvekol S 0 W, c.r By'Allnex USA,Inc.' By'Annex USA, Inc.' By 'Eastman Chemical Co: By'Allnex USA,Inc. d O 4W 1/8"ANN.GLASS 3/16'ANN. GLASS 3/16'ANN. GLASS 3/16" HEAT STREWD GLASS 0 1.1 V SILICONE __ - SILICONE m _ _DOW SILICONE CORNING-995__ _ OW SILICONE CORNING 995 0 a Q O Z m DOW CORNING 995 z DOW CORNING 995 z _. _ _ vNJ Vl - _- _ _ - _ - _ _ -0 - `° 9A ilii a 9A ji jj 9A jilii a ;LL F n 9 i n In Ij li n jl II �2 y- I I I: I: I I Z el p1 C AT 1/4 POINTS ON LITES 33 AT 1/4 POINTS ON LNES 33 AT 1/4 POINTS ON L1TE5 33 AT 1/4 POINTS ON LRES �n 10 33 WIDER THAN 36"ONLY �" WIDER THAN 36'ONLY WIDER THAN 36"ONLY WIDER THAN 36"ONLY J M 00 �j RE n GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'h'' 0 0 m = 0 M z� JW_ 1/8'ANN.GLASS 1/8'TEMP.GLASS GS JZ 1/4"AIR SPACE 1/4'AIR SPACE z N w 1/8'ANN. GLASS 1/8"HEAT STREWD GLASS 3 3 W �t 1/8' ANN.GLASS 1/8"HEAT STREWD GLASS �D d m n 090"Interlayer 090"Interloyer Soflex Clear And Color Glass Soflex Clear And Color Gloss 090' Interlayer .090'Iriterlayor u� 3 z Q By Eastman Chemical Co.' Soflex Clear And Color Glass Soflex Clear And Color Glass 'Eastman Chemical Co.' �' a. m By'Eastman Chemical Co.' By'Eastman Chemical Co.' MLO (ER " GLASS 1/8'HEAT STREWD GLASS 1/8'ANN. GLASS 1/8'HEAT STREWD GLASS d SILICONE SILICONE SILICONE GE RGS7700 GE RGS7700 WW GE RGS7700 Q z z va = Oma9B 989C i o oi. �'a r-I �. io:INTS ON L1TES 33 AT 1/4 POINTS ON LITES0N 36'ONLY WIDER THAN 36'ONLY AT 1/4 POINTS ALL 512E5 33 AT 1/4 POINTS All SIZES vi p ry cao�m� 0 GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE 'I' GLASS TPPE'J' 0 THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. •� NOT QUALIFIED FOR SMALL Engn JAVAD AHMAD PRODUCT REVISED q} o MISSILE IMPACT AREAS. 'r'ML ss complying wilh the Florida a i F LA. 92 Building Code f o Accepimm No 5"�I 0(0b GLAZING OPTIONS Ex IratlonDate ey 2 2015 drawing no. W06-34 sheet 3 of 7 ILLUSTRATNE DTLS. ONLY 3 TYPICAL ANCHORS EXT,OR INT.FINISHES TYPICAL ANCHORS 19 �U SEE ELEV. FOR SPACING SEE ELEV.FOR SPACING NOT 6!TM WINDOW. METAL IBYSTRUCTURE MIAMI-DADE COUNTY APPROVED m .CONCRETE WOOD'BUCK MULLION & MULLION ANCHORS o I SEE SEPARATE NOA Z 3 a'e <EDGE DIS�TP. EDGE DIST. ED DIST. I g 0 w J e DC I EDGE DIST. no f` Pu .. I DIST. d G U O t \0 aN •OG f Ox TYPICAL ANCHORS TYPICAL ANCHORS ry O�yl 'j :j a VJ 'II 4 VZ > j, I. j I• SEE ELEV. FOR SPACING SEE ELEV.FOR SPACING -71:i1, - - - I I TYPICAL ANCHORS a 4 Q - SEE ELEV.- - -- - - - - 0 0 !i I! FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS Q�; 6 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Zz(l�N1�-p°�Jn O _ 0 �I -4 --Jo - - TYPICAL ANCHORS: -SEE ELEV. FOR SPACING Ij Ij II !I Fu=177 SI =1 S O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES i! !! OPTIONAL TO I! !! OPTIONAL TO m i! I! 23 is SPRING LATCH j! j! 23 15 SPRING LATCH 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) REINFORCINGI! i! 12 REINFORCING ! ! 12 THRU 1 BY BUCKS INTO CONC. OR MASONRY 3 OPTIONS ,-r SEE OPTIOTNS rr 1-1 4" MIN. EMBED INTO CONCRETE HEAD SILL " 0) SEE SHEET 2 / ( / ) m a 5 g 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) = 000° DIRECTLY INTO CONC. OR MASONRY z 6 w_ © 4 a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) N _j? REINFORCING REINFORCING � OPTIONS OPTIONS 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) _ 0 SEE SHEET 2 SEE SHEET 2 z N W Q VQ a 71 11 li IIa 00DO I 3 I �14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � p o m W I i! it g B I va n INTO METAL STRUCTURES , C 0 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 2! N o I o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) n.°' I , (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) F 00 �� 1 12 SMS OR SELF DRILLING SCREWS GRADE 2 CRS 0 � ( ) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") g ji (NO SHIM SPACE) i a °� TYPICAL EDGE DISTANCE o o INTO CONCRETE AND MASONRY = 2" MIN. 6 9 F INTO WOOD STRUCTURE = 1" MIN. re,. e a 5 m 5 6A INTO METAL STRUCTURE = 3/4" MIN. �' w i 2 WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. O 1 j CONCRETE AT HEAD, SILL OR JAMBS Pc =3000 PSI MIN. I C i C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. rri C I 2 CO ooNm W1 I W2 tt t1 i IVEEPHOLES- a U W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG b W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG - Engr.JAVAD AHMAD •� o —�T CML PRODUCT REVISED •`+ •y ° c a. r ALTERNATE FRAMR SILL FIA.PE y 70552 m comPlylog with lUe Florida '.. 'a.. °•. m EDGE C.A. .35]8 nuildi oncCo No e,, '° EDGE DIST \Nim(i Dela 8 y o DIS e 8 ;r` TYPICAL ANCHORS '•'a TYPICAL ANCHORS SEE ELEV,FOR SPACING t;y C ONCRbe SEE ELEV. FOR SPACING O li 2OI1 'Duds Thodud' drawing no. FRAME WITH FIN OPTION W06-34 (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) sheet 4 of 7 VENT WIDTH ITEM PART B QTY. DESCRIPTION MATERIAL MANF./SUPPI.IER/REMARK9 1/4'MAX 1 GW-36763 1 FRAME HEAD 6083-T6 - p D.L. OPG. SHIMS 2 GW-37731 1 FRAME SILL(4'HIGH) 6063-T8 - �Y 1/4•MAX, 18 2A BA-3608 1 FRAME SILL(3'HIGH) 6063-T6 - 0 16 j SHIM 8 13 17 TYPICAL ANCHORS 3 GW-31445 2 FRAME JAMB 6063-T6 - SEE SPA WG 4 GW-36706 1 MEETING RAIL 8003-T6 - N METAL 7 19 5 GW-36685 1 VENT TOP RAIL 6063-T6 - M 0 STRUCTURE v,v 6 GW-37730 1 VENT BOTTOM RAIL(4'SILL) 6083-T6 - d f�� '-=--•__'-= =_='-=-' BA GW-37559 1 VENT BOTTOM RAIL(3'SILL) 6063-T6 pF. LL 7 CW-31134 2 VENT-JAMB STILE 6083-T6 - Q p-_< Jul P B GW-31470 2 VENT STOP 6063-T5 - O - -- --TYPICAL ANCHORS -� _. 9 19-56 4/VENT GLAZING BEAD ANGLE 6063-T5 - 0 n Q 0 g SEE ELEV. -'.-__.:-:. •= :-.---.=.:-:---r._.:=:c=-r.. _._ .0--Zs. __ _-9A TM-123- 4/VENT GLAZING BE _ _ .6083-TS - qJ pPp cyp FOR SPACING Hi -.---_.:=:._:_--:_.:_: - 99 TM-170 4/VENT GLAZING BEAD 6063-76 - Q 3 g N 9C TM-181 4/VENT GLAZING DEAD(INSUL IAM.GLASS) 6063-T6 - LL Z N�G 1BY 10 #8 X 1/2' 12/VENT GLAZING ANGLE SCREWS STEEL PH SMS ,j(7Z NN "d9S 3 EXTERIOR WOOD BUCKS 11 4037 (1)STRIP FIN SEAL WEATHERSTRIP - MTG.RAIL/FRAME SILL Q W d F r D.L. OPG. (FIXED) 12 2240 (1)STRIP FIN SEAL WEATHERSTRIP - VENT TOP 0 13 3722 (2)STRIP FIN SEAL WEATHERSTRIP - VENT JAMB STILES WINDOW WIDTH 14 - 2 1 1/2-x7/6'x3/4'FINSEAL PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCK AT 5-FROM ENDS CAST VENT TOP 3 TYPICAL ANCHORS SEE ELEV.FOR SPACING 15A TM-1184 2/VENT SPRING LOADED EGRESS LOCK 6083-T6 VENT BOTTOM RAIL TYPICAL ANCHORS SEE ELEV. MR SPAC716 - 4/VENT VENT GUIDE NYLON VENT INT.CORNERS z O SEE ELEV. FOR SPACING 16 D1 17 - 2/VENT CALDWELL SPIRAL BALANCES - AT FRAME JAMBS 00 V) 1/4'MAX. 1/4-SHIM II� 18 WVR-9302 2/VENT BALANCE COVER VINYL. FRAME HEAD/JAMBS z J W .. SHIM 16 I 19 N69 2/VENT CALDWELL BALANCE CUP - VENT BOTT.CORNERS R J Z 8 13 20 2 Q12 x 3/4'P.H.SMS STEEL (1)AT EACH BALANCE 7 21 - 0 S12 x 1'P.H.SMS STEEL FRAME CORNERS 30 DO 22 - B #10 x 1'P.H.SMS STEEL VENT CORNERS a n -____-_ - 23 - 4 IS x 3/4'F.H.SMS. STEEL (2)AT EACH LATCH 3 Z W - _ _ _ _ _ _ 24 - 4 #6 x 3/8'F.H.SMS. STEEL AT EA.PLASTIC GUIDE P% 25 - 1 1x1 3/16x3/4x1/B'CHANNEL STEEL AT VENT TOP 8- 26 - 2 1x1/4 THK.x4'LONG BAR ALUM. (1)AT FA MIG.RAIL END 0 _-___ 27 - 1 1/2xlxl/2xl/8'CHANNEL STEEL AT MEETING RAIL 28 TM-161 2 FIN TRIM FOR JAMBS 6063-T6 - 0 _ 29 7M-163 1 FIN TRIM FOR HEAD 6083-T6 30 TM-164 1 FIN TRIM FOR SILL 6063-T6 - A a 3 WINDOW WIDTH 31 TM-179 1 MTG.RAIL REINFORCING CRkNNEL 6003-T5 AT MEETING RNL o m o MIAMI-DADE COUNTY 32 TM-178 1 TOP RAIL REINFORCING CHANNEL 6063-T5 AT VENT TOP APPR•D CUPPED MULLION c a qE gL FRAME WITH FIN OPTION SEE SEPARATE NOA 33 - AS READ. SETTING BLOCKS EPDM OUROMLTER 80±5 SHORE A 0? �o TYPICAL ANCHORS 6 g= SEE ELEV.FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH a o e S SILICONE OR ACRYLIC SEALANT. H $6 `Cpl U O w O - - - _ _ Engn JAVAD AHMAD PRODUCE REVISED u CMcomplying L with lhg Ploridg FIA PE 70592 g C.AN. 3B Building Code _________ _____= Aaeplmca No� •0�0f�•0{0 •• •� _-_c=__- hell Dote 17 gy O EXTERIOR 0! j5 DdQePr66ud' drawing no. WINDOW WIDTH WINDOW WIDTH W06-34 sheet 5 of 7 3.0427 1- 1.425-i F I I .500 438 �(� •062 A!^ 2.500 4 1.550 ,062 847 .062 1.500 .062 27 -moi 1.000 �Il O J 3.719 1.00 0 F� I I 3.069 .7I�I d H a 1.092-^1 I 0 .125-N .822 r 0 G� L0. U Vil 1.46 3.168 1.030 n' .530 .500 0 O L � __ 26 Lu_ --i f--.250 31 9A ��� - FRAME HEAD 1,925 3097 .045 405 m 2.375 _ MTG. RAIL REINFORCINGS MTG. RAIL REINFORCINGS O&¢c 2s - NAIL FIN (HEAD)- _ - STEEL - - -ALUMINUM---:--- -- --- -- - O-� 1.000-I� O _ _ I 3 FRAME JAMB Q E 3 3.340 1.000 1.250 .�{I 385 (y,Z N .938 ,040 2.188- - - --- - 750 _ _11 Q w F 1.658 .052 .082 .062 2.190 1.187 1.108 .688 98 ,602t23 .SF2 O 0 lJ•?ILO � .125 1 1.375 2.500 O 32 n O TOP RAIL REINFORCING TOP RAIL REINFORCING < FIXED MEETING RAIL O VENT STOP 28 NAIL FIN (JAMB) STEEL ALUMINUM = pp 0 = QM 41.,.307,5 3.199 .1831� OR,M 1.188 ^•II m J Z 9C .540 •04 .500 J=o .052 1.324 I-� z y t.C) " 1.374 062 7II- .92J-�I pOm2.250 9 I .062 �03.277 1389 Z2.500 GLAZING BEADS.888 �a 0 50 VENT TOP RAIL O _SASH SIDE RAIL so NAIL FIN (SILL) LATCH LOCK 2.202 8 8 A 3.245 .9971 2.202 3.245 997 F3.812 .062 m _ S$c2i 4.312 ��mmowLL 4.347 2.830 3.927 3.330 3.439 3.359 .062 2.939 Engr.JAVAD AHMAD Y 1 s 2 CML PRODUCTRP.VISED $p N .06 -� FIA.PE 8 70592 es complying with tho F7midit .684 684 CAN 3538 Building Coda Acceptance No/.J. -0 11.0(. v ,1 ByP�IIon Dale I- s.141 By V--1.375 1.375 2 2015 Mi Dario P+oAiel drawing 11 O FRAME SILLS W06-34 O6 VENT BOTTOM RAILS O NOTE:EITHER SILL CAN BE USED sheet 6 of 7 � Ci m n 0 N N O , O \ N C1� �3 g cn T D OJ� N O "m pamg g 'c�° iw� a date: Df-24-O6 revisions: SES 605 ALUMINUM SINGLE HUNG WOW. LM.I. o O no a e V ,on ( ) AL-FAR000 CORPORATIONa ENGINEERS&PRODUCT DEVELOPMENT O >: scale: 1/2• t• a ,,.De.ae REV,RER BCCO CONHENIS TM Windows, LLC. �I •p C 01.10.08 CUSS R REINF.O NS ADD. MIAMI. LOS IDA AVEE ar.M: HANID D mm2-09 UPDATED FOR 2002 FM 1543 N. PREACH, F ROAD MUUW4 )264-8A33174 G. POMPANO BEACH, FL 33069 O E 01.16.12 NO ME TN6 SHEET TEL(30.x7 2695100 FAX(305)262£979 v 'A �`�' F oa.o1.16 ND ME TRIS SHEET TEL(954)781-4430 FAX. (954)761-3595 I COMP-ANL\W06-34iMW i MIAMI-DADS MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niinmidnAt.gov/economy. AWP Windows and Doors,LLC 8130 NW 7411 Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). ` This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this:product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. ESCRIPTION: Clipped,Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. M95-06A,titled"Aluminum Tube Mullions", sheets 1 through 6 of 6, dated 11/20/95, with revision G dated 08/28/15, 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 INTACT TING:Large and Small Missile Impact Resistant, ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this.product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal.of NOA. ADVERTISEMENT: The NOA number preceded by- the words Miami-Dade•County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1213.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. , The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0818.06 MIAMIOADE COUNTY Expiration Date: December 24,2021 l/q11�D Approval Date: February 25,2016 2 Page 1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA's No. 11-1213.07, 02-0227.01 and.95-0515.09) 2. Drawing No. M95-06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, dated 11/20/95, with revision G, dated 08/28/15, prepared by Al-Farooq Corporation,. signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports 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 i of 2 mulled fixed frame windows, O-O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-6600, dated 08/30/11, signed and sealed by,Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-1213.07) 2. Test reports 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 3 mulled fixed frame windows, O-O/O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02-0227.01) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1297, dated 09/21/95, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under NOA No. 95-0515.09) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, ,complying with FBC 5"' Edition (2014),prepared by AI-Farooq Corporation, dated 10/08/15,signed and sealed by Javad Ahmad,P.E. i D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. MariueI ,P.E. Product Contr I Ex iner NOA No.c- 818.06 Expiration Date: December 24,2021 Approval Date: February 25,2016 E-1 I ' AWP Windows and Doors,LLC ,I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014), and of no financial interest, dated October 2,2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Asset purchase agreement dated 03/20/14, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris, Jr.,President and C.F.O.,AWP Windows and Doors,LLC. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA No. 11-1213.07, dated 04/20/15, signed by,Mr. Kevin Barrett, Chief Financial Officer,AWP Windows and Doors,LLC. . 4. Statement letter for Name Change Request dated 04/20/15;issued by AWP Windows and Doors,LLC, signed by Gerardo Beros,Director of Engineering. 5. Laboratory compliance letters for Test Report No. FTL-6600, dated 08/30/11, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-1213.07) 6. Laboratory compliance letters for Test Report No. FTL-3284, dated 02/01/02, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02-0227.01) 7. Laboratory compliance letters for Test Report No. FTL-1297, dated 09/21/95, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under NOA No. 95-0515.09) G. OTHERS 1. Notice of Acceptance No. 11-1213.07, issued to Trulite Window & Door Solutions, LLC for their Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved on 02/02/12 and expiring on 12/24/16. Manuel P ,P.E. Product Control xa iner NOA No.l - P.E. Expiration Date: December 24,2021 Approval Date: February 25,2016 E-2 .750 1.625 1.716 1� I m E Z n Z 7 t 2.250 2.250 f E TYPICAL a GLAZING PRODUCT Lf-:r-- 125 arrr L YOI A.000 - 1.719 4.000 1,266 4.000 a O p7 IAOD O Ca a o TYPICAL WINDOW FRAME —� MULLION CLIP (YE-65j (x663-ie) ' MULLION CLIP (6Iis3-Ts) - a M W A N (ALT.TO ANGLES) (ALT.TO ANGLES) a W+7,LL 6 CLIP To MUST BE CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT TO FB SNUG Z N INTO TUBE'MULLIONS, INTO TUBE MULLIONS. a w 6.000 t� �{,728 Imo- ....... O L2.000 3,000 4.000 U 2 ALL TUBE MULLIONS TO BE ALLOY 6063-T6. rAJ ^ 2.000 125 .125 rA m 1.613 1,613 O J K n MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS o HORIZONTAL OR VERTICAL W p SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING m Z Q� MULLION CLIP(6063-T5) MULLION CLIP (6o63-T5) X n CUP LENGTHS MUST BE CUT TO FR SNUG CUP LENGTHS MUST BE CUT TO FIT SNUG 3-t M INTO TUBE MULLIONS INTO TUBE MULLIONS. Z) m (NO SIDE FASTENERS REOD.) (NO SIDE FASTENERS READ.) Z Z 3 U- w a 30 In .125 Q eo 0 2.000 �og�e RECTANGULAR ALUMINUM TUBE MULLIONS 2.000 -1 o g USING MULLION PROPERTIES ONLY LL - ANGLE CLIP (6063-TS) N i MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED _ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY IMPACT AND NON-IMPACT RESISTANT PRODUCTS. HURRICANE ZONE HVHZ ---- ,n ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ° APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INSTRUCTIONS: INFILTRATION, FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. v o o W USE CHARTS AND GRAPHS AS FOLLOWS. c WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER - � LOADS TO THE STRUCTURE. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 _ ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT FOR PARTICULAR OPENING. PRODUCf[LEVISED En JAVAO AHMAD o 'n TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD,scomplying Wish lho FladdO _ 9�` L REOUIREMENTS. Building Cudo ,1 O FLA.P 70502 i ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT Acccptmw No B_ {J U CAN 35. ARE NOT PART OF THIS APPROVAL. APPROVAL Ex imuo Data A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 'A1w Dade Produce Co rol CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS IN STEP 1 ABOVE. drawing no. OF THE FLORIDA BLDG.CODE. USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR CHA S MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION STEP S5 ON SHEET 3,SELECT ANCHOR TYPE WITH DESIGN RATING 05-06A IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Sheet 1 OT 6 DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF(TUBE AIULLIONS) �U o WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. -VERTICAL F97.6 1X3 1 X4 2X4 2X8 1 X2 1 X3 1 X4 2 X 4 2 X 6 1 X2 1 X 3 l X4 2 X 4 2 X 6 'O WIDTH (W) MULL SPAN STD. STD STD. STD. WIDTH(W)MULL SPAN STD. STD. STD. STD. STD. WIDTH(W) MULL SPAN STD. STD. STD. STD. STD. MULLION 19-1/8" 140.0 0.0 140.0 140.0 19-1/8' - 51.5 110.4 140.0 140.0 19-1/8' - - 28,5 41.6 115.6 o Z ¢ z _-._. .. ___. GLAZING GLAZING �zd O Z 26-1/2" 140.0 140.0 140.0 140.0 26-1/2' - 37.2 79.7 116.4 140.0 26-1/2" - - 20.5 30.0 83.4 PRODUCT PRODUCT V 30" 140.0 140.0 14D.0 140.0 30" _ - 32.8 70.4 102.8 140.0 30" - - - 26.5 73.7 Q _37" 140.0 140.0 140.0 140.0 37" - 26.6 57.1 83.4 140.0 37" - - - 21.5 59.8^ G 42" 85.9 140.0 140.0 140.0 140.0 42" 23.4 50.3 73.5 140.0 42' - - - - 52.6 a 48" 36-3/8" 75.2 140.0 140.0 140.0 140.0 48" gb' - 20.5 44.0 64.3 140.0 48' 132' - - _ - 46.1 IL�0 53-1/8" 67,9 139.8 140.0. 140,0_ 140.0 53-1/8' - - 39.7_ _55.1 127.2 53-1/8" - - - - 41.6 WI W2 O n 60" 60.2 123.8 140.0 140.0 140.0 60" _ - 35.2 51.4 112.6 60" - - - - 36.8 O r{ ARCHES TO BE INSCRIBED 66" 54.7 112.5 140.0 140.0 140.0 66" 32.0 46.7 102.4 66" - - - 33.5 INSIDE RECTANGULAR SHAPE a m 72" 50.1' 103.2 140.0 140.0 140.0 72' - 29.3 42.8 93.1] 72" - - - _30.7 O IL<p __ _ HORIZONTAL MULLION 74` _ - 48,8 100.4 140.0 140.0 140.0 74" - - --- - 28.5 41.7 91.3 74' - - - - --- 29.9 - _- - -0-�Ono C n 19-1/8" 82.2 140.0 140.0 140.0 140.0 19-1/8' - 34.5 74.0 108.1 140.0 19-1/8' - - 21.9 32.0 89.0 26-1/2" 59.3 140.0 140.0 140.0 140.0 26-1/2' - 24.9 53.4 78.0 140.0 26-1/2' - - - 23.1 64.3 P T 3 ? - 0 707 m J JO" 52.4__ 140,0 140,0 140.0 140.0 30" - 22.0 47.268.9 140.0 30' - - - 20.4 56.8 _ _ Q m ry F 37' 42.5 _115.3 140.0 140.0_ -140.0 37' - - 38.2 _55.9 139.8 37' - - - - 46.0 ei 42" 37.4 101.6_ 140.0 140.0 140.0 42" - 33.7- 33.7 49.2_ 123.2 42" - - - 40.5 48' S0-S/8" 32.8 88.9 140.0 140.0 _140.0 48" 96" __ - 29.5 43.1 107.8 48' 144" _ - - - - 35,5 3 $ 53-1/8" 29.6 80.3 _ 129,3 140.0 140.0 53-1/8' - - 26.6 38.9 97.4 53-1/8" - - - - 32.1 GLAZI G LAZING U PROD RODUCT U) J n 60° F262 71.1 114.5 140.0 140.0 60" - 23.6 34.4 86.2 60" - - - - 28.4 Z J m 66" 64.7 104.1 140.0 140.0 66" - 21.4 31.3 78.4 66" - - - - 25.8 U pj72' 59.3 95.4 139.3 140.0 72" - - - 28.7 71,8 72' - - - - 23.7 U7d° 57.7 92.8 135.8 140,0 74" - - - 27.9 69,9 74' - - - 27.0 0 19-1/8" 42.7 122.1 140.0 140.0 1n0.0 19-1/8" - 24.2 51.9 75,9 140.0 P C ION ARRANGEMENT W 0 w 26-1/2" 30.8 88.1 140.0 140.0 140.0 26-1/2" - - 37.5 54.8 140.0 -- m Z Q 1 30' 27.2_ 77.8 140.0 140.0 140.0 30" - - 33.1 48.4 134.5 WIDTH (W) = W1 + W2 F Q�M 37' 22.0 63.1 119.6 140.0 140,0 37" - - 26.9 39.2 109.1 �____? � 42' - 55.6 105.6 140.0 140.0_ 42" - - 23.7 34.6 96.1 0 48" 63" 48.6 92.4 135.0 140.0 48" 108" - - 20.7 30.2 84.1 Z Z N 53-1/6" - 43.9 43.9 83.5 121.9 140.0 53-1/8" - - - 27.3 76.0 Z) .�.I 60" - 38.9 73.9 108.0 140.0 60' - - - 24.2 67.3 Q D_M d v W 66° - 35.4 67.2 98.2 140.0 66" - - - 22.0 61.2 72" ;2. 32.4 61.6 90.0 140.0 72" - - 20.2 56.1_ -� 74' 31.5 60.0 87.5 140.0 74" - - - 54.5 19-1/8" 74.6 1_x0.0 140.0 140.0 19-1/8' - - 37.9 55.3 140.0 3 26-1/2- 53.8 115.4 140.0 140.0 26-1/2" - - 27.3 39.9 111.0 30" 47.5 1140.0 140.0 30" - - 24.1 35.398.137' 38.5 02.6120.7 140.0 37" - - 28.6 79.5p 42" 33.9 72.8 106.4 140.0 42" - - - 25.2 70.1 00 48" 7429.7 63.7 93.1 140.0 48" 120' 22.0 61,326.857.6 84.1 140.0 53-1/8" _ _ _ = 55.4 u S S` 60' - 23.8- 51.0 74.4 140.0 60' 21.6 46.3 67.7 131.0 66" 44.6 y o 0 72" - - 42.5 _62.0 120.1 72" 74" - - 41.3 60.4 116.9 74" - - - - 79.9 - m I X 2 STD. TUBE. 1 X 3 STD. TUD 1 X 4 STD. TUBE 2 X 4 STD. TUBE 2 X 6 STD. TUBE d°c lx IN-4 Sx IN'3 Ix IN'"4 S% IN"3 lx.61N;4 SX IN"3 IX 19-4 SX IN-3 ix IN"4 Sr IN'J .332 .732 .950 .633 2.037 1.019 2.976 1.486 6.276 2.751] gr;JAVAD AHMAD NOTE; CML MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT REVISED PA PE 70592 OAN. B - n VERTICALLY OR HORIZONTALLY, asemnplyingwlL6meFlorida - - c Building Cod O 0 8 6 a (INTERPOLATION BETWEEN WIDTHS ALLOWED) _ ACep1p1nC0N0 2021 CT Ol 015 L%vI Datc IL MULLIONS drawing Do. By M95-06A Mian ado Product Canv6�lJ sheet 2 of 6 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE LN WIDTH (W)MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 H2 D4 WIDTH (W)MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 D2 D4 WIDTH(W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 D2 B4 -- --- 19 1/8' 140.0 140.0 97.3 140.0 140.0 140.0 140.0 140.0 19 1/8" 72.4 140.0 448 88.9 114.0 140.0 140.0 140.0 19 1/8" 46.1 92.2 28.3 56.6 72.6 140.0 89,2 140.0 Z z 26 1/2' 114.4 140.0 70.2 140.0 140.0 140.0 140.0 140.0 26 1/2" 52.3 104.5 32.1 64.2 82.3 140.0 101.2 140.0 26 1/2" 33.3 66.5 20.4 40.8 52.4 104.7 64,4 128.0 �_5 m 7 30' 101.1 140.0 62.0 124.1 140.0 140.0 140.0 140.0 30" 46.2 92.3 28.3 56.7 72.7 140.0 89.4 140.0 30" 29.4 58.8 - 36.1 46.3 92.5 56.9 113.7 N 37' 81.9 140.0 50.3 100.6 129.0_ 140.0 140.0 140.0 37" 37.4 74.9 23.0 _46.0 58.9 117.9 72.5 140.0 37" 23.8 47.6 __ 29.2 37.5 75.0 46.1 92.2 o 42' 72.2 140.0 44.3 88.6 113.6 140.0 139.7 140.0 42' 37.0 66.0 20.2 40.5 51.9 103.8 63.8 127.7 42" 21.0 42.0 - 25.8 33.0 66.1 40.6 81.2 4B" 38 3/8` 63.2 126.3 38.8 77.6 99.4 140.0 122.3 140.0 48' 84' 28.9 57.7 - 35.4 45.4 90.9 55.9 111.7 48" 132' - 36.7 - 22.5 28,9 57.8 35.5 71.1 n' C O 54" 57.1 114.1 35.0- 7D.1�-89.8 140.0 110.5 140.0 54" - 26.1 52.1 - 32.0 41.0 82.1 50.5 100.9 5$ - 33.2 - 20.4 26.1 52.2 32.1 64.2 _ a 60' 50.5 101.1 31.0 62.0 79.6 140.0 97.8 140.0 60" 23.1 46.2 - 28.3 36.J 72.7 44.7 89.4 fi0" - 29.4 - 23.1 46.3 28.4 56.9 (� __. _ O 45 _ __ --- M 66° .9 91.9 28.2 56.4 72.3 140.0 88.9 140.0 66" 21.0 42.0 25.8 33.0 66.1 40.6 61,2 fib' - 26.7 - - 21.0 42.0 25.9 51.7 tl1 8 _ 72" _ 42.1 84.2 25.9 51.7 66.3 132.6 81.5 140.0 72" - 38.5 - 23.6 30,3 60.6 37.2 -74.5 72" - 24.5 - - - 38.5 27,7 47.4 C C R G 74' 41.0 81.9 25.2 50.3 64,5 129.0 79.3 140.0 74' - 37.4 - 23.0 29.5 58.9 38.2- 72.5 74" _ -= -23.8-" _" ---- _ - 37.5 23.1 -46.1 - �_dl co 0 - - - -- 19 1/8" 120.2 140.0 73.8 140.0 140.0 140.0 140.0 140.0 19 1/8" 63.4 126.7 3B.9 77.8 99.8 140.0 122.7 140.0 19 1/8' 42.2 84.5 25.9 51.9 66.5 133.0 81,8 140,0 Q 26 1/2' 86.7 140.0 57.2 106.5 135.5 140.0 140.0 140.0 26 1/2" 45.7 91.5 28.1 56.2 72.0 140.0 88.5 140.0 26 1/2' 30.5 61.0 - 37.4 48.0 96.0 59.0 118.0 {L Z N= 30' 76.6 140.0 47.0 94.1 120.6 140.0 140.0 140.0 30' 40.4 80.8 24.8_ 49.6 63.6 127.2_ 78.2 140.0 30" 26.9 53.9 - 33.1 42.4 B4.B 52.1 104.3 J 37" 62.1 124.2 38.1 76.3 X97.8 140,0 120.2 140.0 37" - -32.8 65.5 20.1 40.2 51:6 103.1 63.4 126.8 37" 21.8 43.7 - 26.8 34.4 68.8 42.3 84.5 Q W rti f F 42" 54.7 109.4 33.6 67.2 86.1 140.0 105.9 140.0 42' 26.9 57.7 - 35.4 45.4 90.9 55.9 111.7 42" - 38.5 - 2J.6 J0.3 60.6 37.2 74.5 48" 50 5/8' 47.9 95.8 29.4 58.8 75.4 140.0 92.7 ,140.0 48" 96" 25.3 50.5 - 31.0 39.8 79.5 48.9 97.8 48" 144' - 33.7 - 20.7 26.5 53.0 32.6 65,2 0 n 54" 43.3 86.5 26.6 53.1 68.1 136.2 83.7 140.0 54" 22.8 45.6 - 28.0 35.9 71.8 44.2 88.3 54' - 30.4 - - 23.9 47.9 _29.4 58.9 U � 60' 38.3 76.6 23.5 47.0 60.3 120.6 74.1 140.0 60' 20.2 40.4 _- 24.8 3_1.8 63.6 39.1W78.2 60" - 26.9 - 21.2 42.4 26.1 52.1 Zm O66' 34.8 69.6 21.4 42.8 54.8 109.6 67.4 1J4.8 66" - 36.7 - 22.5 28.9 57.0 75.5 66" - 24.5 - - - 38.5 23.7 47.4 72' 31.9 63.8 - 39.2 50,3 100.5 E1.8 123.6 72" - 33.7 - 20.7 26.5 53.0 32.6 72" - 22.4 - - - 35.7 21.7 43.4 J74' 31.1 62.1 - 38.1 48.9 97.8 60.1 120.2 74" - 32.8 - 20.1 25.8 51,6 31.7 74" - 21.8 - - - 34.4 21.1 42.3 2 C3 19 1/8° 96.6 140.0 59.3 118.6 140.0 140.0 140.0 140.0 19 1/8" 56.3 112.7 34.6 69.2_ 88.7 140.0 109.0 _140.0_ 26 1/2' -69.7 139.4 42.8 85.6 109.7 1 140.0 134.9 140.0 26 1/2" 40.7 81.3 25.0 49.9 64.0 128.0 78.7 140.0 m Z Qw� 30' 61.6 123.1 37.8 75.6 96.9 140.0 119.2 140.0 30" 35.9 71.8 22.0 44.1 56.5 113.1 69,5 139.0 Q F 2� 37" 49.9 9 7 9.8 30.6 61.3 78.6 140.0 96.6 140.0 37" 29.1 58.2 - 35. 45.8 91.7 56.4 112.7 42" 44.0 -87.9 27.0 54.0 69.2 138.4 85.1 140.0 42" 25.7 51.3 - 31.5 40.4 80,8 49.7 99.3 ANCHORS ARCHES TO BE INSCRIBED 7 O m lL 48` 63" 38.5 77.0 23.6 47,2 60.6 121.1 74,5 140.0 48' 10SEE SHEETS 4 THRU 6 INSIDE RECTANGULAR SHAPE 0 B" 22.4 _ 44.9 - 27.6 35.3 70.7 43.4 86.9 z Z 3 °p FOR DETAILS HORIZONTAL 54' 34.8 69.5 21.3 42.7 54.7 109.5 67.3 134.6 54" 20.3 40.6 - 24.9 31.9 63.8 39.3 78,5 SEE CHART FOR CAPACITY -MULLION 2 60" 30.8 61.6 - 37.B 48.5 96.9 59.6 119.2 60" - 35.9 - 22.0 28.3 56.5 34.8 69.5 Q IL M 66' 28.0 56.0 - 34.4 44.1 88.1 54.2 108.3 66' - 32.6 - 20.0 25.7 51.4 31.6 63.2 '�CIAZING W PRODUCT 72" _25.7 51.3 - 31.5 40,4 80.8 49.7 99.3 72" - 29.9 - - 23.6 47.1 29.0 57.9 VERTICAL -- 0 74' 25.0 49.9r26.0 30.6 39.3 78.6 48.3 96.6 74" - 29.1 - - 22.9 45.8 28.2 56.4 MULLION z { 19 1/8' _81.9 140.0 100.6 129.0 140.0 140.0 140.0 19 1/8" 50.7 101.4 31.1 62.2 79.8 140.0 98.1 140.0 o a 1;OR GLAZING GLAZING . `0 26 1/2" 59.1 118.3 72.6 93.1 140.0 114.5 140.0 26 1/2' 36.6 73.2 22.5 44.9 57.6 115.2 70.8 140.0 PRODUCT PRODUCT 2 ETAIL 30" 52.2 104.5 64.1 82.2 140.0 101.1 140.0 30" 32.3 64.6 - 39.7 50.9 101.8 62.6 125.1 0 0_ GLAZING GLA21NO 37" 42.4 84.7 52.0 66.7 133.3 82.0 140.0 37" 26.2 52.4 32.2 41.3 82.5 50.7 101.4 PRODUCT PRODUCT 42' 37.3 74.6 45.8 58.7_ 117.5 72.2 140,0 42" 23.1 46.2 - 2B.3 36.3 72.7 44.7 89.4 - 48' 74 1/4" 32.6 65.3 20.0 40.1 51.4 102.8 63.2 126.4 48" 120" 20.2 40.4 - 24,8 31.8 63.6 39.1 78.2 29.5 9.0 - 36.2 46.4 92.9 57.1 114.2 54" - 36.5 - 22.4 28.7 57.5 35.3 70.7 IP MULLION SPAN I y u 3 4 S 60\� 26.1 52.2 = 32.1 41.1 82.2 50.6 101.1 60" = 32.3 = = 25.4 50.9 31.3 62.6 J 23.7 47.5 29.1 37.4 74.8 46.0 91.9 66" 29.4 23.1 46.3 28.4 56.9 72" 21.8 43.5 - 26.7 34.3 68.5 42.1 84.3 72" - 26.9 - - 21.2 42.4 26.1 52.1 TYPICAL MULLION ARRANGEMENTS "� m Novo 74'' 21,2 42.4 - 26.0 33.3 66.7 41.0 82.0 74' - 26.2 - - 20.6 41.3 25.4 50.7 WIDTH (W) = W1 + w2 °c w 2 r NOTE: Engr:JAVAD AHMAD c ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER FLA.CPEAN. L 7pessz -I LOCATIONS AT HEAD. SILL OR JAMB ENDS. PRODUCTREVISEI) as coniplyht %vltll the Plodda a FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. DoLIdlnBcodopOZ� g 0 6 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) Ac p9tl no Dn1c a `l drove,^g ^o ANCHOR Dy III ado Pro �� ��� M95-06A duct Cont ul sheet 3 of 6 lu g 1/4'CIA TAPCONS BY'CW' 1/4'DIA.TAPCONS BY'ITW' �j 1-1/2'MIN.WOOD PENETRATION- 1/4"DIA.TAPCONS BY'ITW' 1-1/2"MIN.WOOD PENETRATION to '^ 1"MIN. 2 PER CLIP(1 ON EACH WING 1-1/2"MIN.W000 PENEIRATION 4 PER CLIP(2 ON EACH WING 1/4'DIA.TAPCONS BY to _ EDGE DIST. 1 PER ANCL 1-1/2"MIN.W000 PENETRATION 1"MIN, 1"MIN. 2 PER ANGL Z o EDGE ' m M�qDIST. 5 3 I 0. TYP r I Q c 00il o a� �o II 11 11 II f II<,I V= earl _ N I 1 W \ _ 2BY WOOD BUCK, __ l_J� \ __V u \ II 28Y WOOD BUCK II I 11 11 Q d Q Q d OR - I I -2 X-2 X 1/8" __ ti _ - - - -OR I\ JI __ - - - ___ I - _ 2 X 2 X I/B" 1 WOOD STRUCTURE I I I ALUM ANGLE 1`_____________` - ALUM ANGLE -- - - I I I #14 SMS I I I I OOD STRUCTURE ; 3 O N I 10 LL I I 1-3/4P D.C.MIN. i I I I FLOATING CLIP 1 ER ANGLEBI4 SMS i i {L z Lo E FLOATING CLIP 2 PER ANGLE {�yV C 1-3/FOR 3C TUE ' • Q w ei E H 2-3 /4"O.C.MIN. �� - FOR ALL OTHER TUBES A M U � � m Z m O InJ Ix J 0 o � O 1/4"DIA.TAPCONS BY'ITW- 1/4'DIA.TAPCONS BY'ITW' 1/4"DIA TAPCONS BY'TTW' 1/4"DIA TAPCONS BY'ITW' ❑ 1-1/4'MIN. EMBED 1-1/4"MIN. EMBED 1-1/2"MIN.EMBED 1-1/2'MIN, EMBED Uj INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK 2-1/4' INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK W CJ >rp 2-1/4"MIN. 2 PER CDP(1 ON EACH WING) 1 PER ANGLE MIN. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE m Q 4 m EDGE DIST. EDGE DIST. 3- . '..•....e.'• 'I ,. •i i.• .1 Z C 1 J •, _ I f •`iia / •I J pQ n it 11 \ ,BY ' \ a ;1 U u I I I I 2X2x I/8" 1BY I I I I 2x 2x 1/8" u I --------- I W000 BUCK ALUM ANGLE I I WOOD BUCK _____________ I I I I I 1 I I ALUM ANGLE I I 1 I 2 PER4 SMS I ANGLE i I I 1 1 1 014 SMS I I I I I I I I I I 2 PER ANGLE I I FLOATING CLIP-/ 1-3/4"O.C.MIN. I I 1-3/4"O.C.MIN. I I I 1 1 I I I 1 1 FLOATING CLIP o w r I FOR JTUE I I $ $ 2-3/4'O,C.MIN. R ALL OTHER TUBES o ANCHORS TYPE 'A2' 2U E ad a 'N C PRODUCTREVISGD os complying with IIIc Tlorido _ ^ Building Coda - 0/I QO p O Acct ngC de R!�( V Engr:JAVAD AKMAD o II EXpvntion Dcic_ wL FIA.P 70592 i By a h11om1 adepro uct Comruro E o ALL CLIPS TO FIT SNUG INTO TUBE MUL ONS. ,T TAP DNS MAY BE HEX OR FLAT HEAD. M95_06A sheet 4 of 6 1/4"DIA.TAPCONS BY'ITW' 1/4" DIA.TAPCONS BY'ITW' �/ 1-1/4"MIN. EMBED INTO MASONRY BLOCKS 1-1/4"MIN. EMBED INTO MASONRY BLOCKS oI 1/4'DIA.TAPCONS BY'ITW' 1 4 DIA.TAPCONS BY'ITW' ul 2 PER CUP(1 ON EACPER CLIP(2 ON EACH WING /" m 1-1/4"MIN. EMBED INTO MASONRY BLOCKS 1-1/4"MIN.EMBED INTO MASONRY BLOCKS 2-1/4"MIN. 1 PER AND 2—IN 2 PER ANLL Z z MIN. EDGE DIST. EDGE DI T. 3" m �\ Al Ail A A / MIN. r n A A /A �j '4 3 / I / I I I o / / / / / / / I j IL GI IL g �.. I V; S l J J U 2x2x , B l J Ll ; CW -____-- 1 I I I / I z x 2 x 1/B" -- ------------- 1 I I I I ALUM ANGLE I I ALUM ANGLE O Q #14-SMS-_ I I __. _ _ _ _ I _ _ _ __ I _ 2 PER ANGLE I I I - I _ _I _ --014 SMS I _ .O 1 I 1 I 1-3/4"O.C.MIN. 1 I I 1 2 PER ANGLE 1 I FLOATING CLIP 1 I I I I I FLOATING CLIP I I 1-3/4"O.C.MIN. 1 I I 1 I I I I I I I Q IyN-0 —1 !� I _. .. J ' 2-3/4R O.C.TMt I I J a J FOR ALL OTHER TUBES Q w ANCHORS TYPE 'AA2' ANCHORS TYPE 'AA4' M Z J m O m J (n J p n 7 m Z QTo � Q 0 i 1/4"DIA TAPCONS BY'DW' 1/4"OTA.TAPCONS BY'ITW' � 1-3/4'MIN. EMBED INTO CONCRETE 1 4'DIA.TAPCONS BY'ITW' 1-3/4"MIN. EMBED INTO CONCRETE Z u- 2 PER CLIP(1 ON EACH WING / 4 PER CUP 2 ON EACH WING 1/4'DIA.TAPCONS 9Y'ITW' _ Z 3 1-1/4"MIN.EMBED INTO CONCRETE 2-1 4 ( 1-1/4"MIN. EMBED INTO CONCRETE 2 Z yy vl 2-1/4"MIN. 1 PER ANGL MIN." 2 PER ANGL J v EDGE DIST. I EDGE DIST. 3" Q 3 I?w F .0:2 I I 1 I all ;: � I •I � I . I' �-� I i1 11 1I1 y o�F9 ° ALUM ANALUM ANGLE GLE uOR 814 SAs 2 PER ANGLE #14 SMS 1-3/4- .C.MIN. 2 PER ANGLE FLOATING CUP I I 1 I FLOATING CLIP—/ 1-3 4 O.C.MIN, FOR 3"TUBE 2-3/4"O.C.MIN. II1 a znW 4 SS � o a FOR ALL OTHER TUBES v o c� ANCHORS TYPE 'AAA2' ANCHORS TYPE 'AAA4' o En9r.JAVAA AHMAD CM F .PE 70592 C.A.N. 38 RODUCfRBVISED, � ass ALL CLIPS TO flT SNUG INTO TUBE MULLIONS.seomplyingwi111 gFloride x o 5 TAPCONS MAYBE HEX OR FLAT HEAD. uilding Codc _ p cceptonce T'o J {AO�� 8 6 �� �Q�!Y drawing no. Expimll n DAIc M95=06A Produce Convol She—t5 of 6 METAL STRUCTURES 214 SMS OR 1/4'TEKS METAL STRUCTURES 214 SMS OR 1 4 TEKS o (STEEL OR ALUM. 1/8'MIN.THICK) 2 PER CLIP 214 SMS OR 1/4'TEKS (STEEL OR ALUM. 1/8"MIN.THICK) 4 PER CLIP /' I STEEL : Fy- 36 KSI MIN. (1 ON EACH WING) 1 PER ANGLE STEEL: Fy 36 KSI MIN. (2 ON EACH WINC) 21PER ANGLE 1/4"TEKS ALUMINUM : 6063-T6 MIN. ALUMINUM :6063-TS MIN. / z l J J = l 1 c' ALUM2ANGLE8" t... J______-_--4 I I 214 SMS 2 X 2 X 1/8' O 2 PER ANGLE j j ALUM ANGLE Or a s 1-3/4'O.C. MIN. I O Qp I _ __ I 1 - -FOR 3'TUBE - I O�F- I I FLOATING CUP 214 SMS - - I- 1"---- _. - I 1 - - W R — - - I I I I I I FLOATING CLIP I I 2-3/4'O.C. MIN. I I a O N I I I I 2 PER ANGLE ; I I I 1 I FOR ALL OTHER TUBES I 1 w 3(y -� 1-3/4"O.C. MIN. -_ I- Q (� T 3 SCREWS PER ANGLE LL W IVO{ g J OQ L _ QW�fd ANCHORS TYPE '82' ANCHORS TYPE 'Q4TYPE 'B4' —� 0 ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS. .U_I n TAPCONS MAY BE HEX OR FLAT HEAD. Z J 214 SMS® 1-1/2"O.C. MIN. -. _ -_ -_ J o 2 PERCHAN NEL(1X2& 1X3 TUBES) j O 3 PER CHANNEL(1X4&2X4 TUBES) TUBE MULLION 0 4 PER CHANNEL(2X6 TUBE) 8 W C3 W 03 D Q¢� 03 =M a 7 C1 J m z C3 3 LZ I 1/8"THICK ALUM CHANNEL J d O�" LENGTH TO FIT SNUG I I 4 �2 w J INTO MULLION j TUBE MULLION Q a0: TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION I I -- OF CLIP ANGLE I 1 , CAULK JOINT AFTER ASSEMBLY I I 214 SMS® 1-1/2'O.C.MIN. j 2 PER CLIP(1X2& 1X3 TUBES) I I B 3 PER CLIP(1X4& 2X4 TUBES) I I o i yt ACCESS HOLE I zi e d 4 PER CLIP (2%6 TUBE) I 0 � I �o� _ z Q LL 0 N a U W j r-- _-___ ________ ________ viyp c C N C I I I I C� THIS SCREW CAN BE I i 21 PERHC�IFS I I I I INSTALLED IN EITHER I I '^ DIRECTION q� j i i'O.C. MIN. Engr.JAVAD AHMAD FLA.PE 0592 I n 3 CAN.T35,48n 1-3/4'X 2-X 1/8'(FOR 2BY TUBE) PRODUCTREVISED y a 3/4"X 2-X 1/8"FOR(I BY TUBE) as complying with Ilia Florida v° v ALUM ANGLE Building CodC c 0 p +Q O C OCT X9111' CUT TO FIT SNUG INSIDE TUBE lc plmrco No V �Expiratlon Data2021 drawing no. ANCHOR DETAIL#1 By M95-06A METAL TO METAL CONNECTION .Miami Dodo Producl Control sheet 6 of 6 a lb Florida Building Code Online Page 1 of 2 c 4" Pi"ids tdT: s' Of SOS Home `. Log In User Registration Hot Topic Submit Surcharge i Stats&Fads Publications FBC Staff BCIS Site Map Links Search 3usines PjJ Product Approval 1 USER:Public User Regulation �l !l�47 PraduetAovroval Menu>Ptotlurt or Aoolleat on Search>Application List>Ap lication Detail FL# FL15920-R1 Application Type Revision Cade Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Emall 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger@tmwi ndow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category Windows Subcategory Fixetl Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida Ucense PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E.Lorinos,PE t Validation Checklist-Hardcopy Received Certificate of Independence FL)5920 R1 C0I indeo.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method S Option D http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwHD... 7/7/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/28/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 i Summary of Products FL del Number or Name Description 15920.1 Series"300"Aluminum Fixed Window Series"300"Aluminum Fixed Window-LMI/SMI 74"x 122" imits of Use Installation Instructions Approved for use In HVH2:Yes FLIS920 Rt it Dwu..odf Approved for use outside HVHI:YesVerified By:Frank Bennardo P.E.46549 Impact Resistant[Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other: EU5920 R1 AE Evai,odf Created bx Inde ndentThird Pa2z;Yes i Contact Us;:1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007.2013 State of Florida.::Privacy Statement:;Amessiblury Statement;;Refund Statement Under Florida taw,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,cent=the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395,-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 5L'Ci1T�tS°i4tti'I'tiyiC;S' i � rc I I http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDggDdFYerPIwHD... 7/7/2015 WIP, � , ■ .� • ! ■ ENGINEERING EXPREss PRODUCT EVALUATION4, REPORT ENGINEERING EXPREsrse EXPEkT PRODUCT EVALUATION REPORT 4/27/2015 Application Number: FL#15920.1-R1 EX Project Number: 15-2370 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Product Name&Description: Series 300 Aluminum Fixed Window Large&Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements'of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter 61 G20- 3.005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014)and is, for the purpose intended,at least equivalent to that requiredjby the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications.or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing#15-2370 titled"Series 300 Aluminum Fixed Window ,sheets 1-8, prepared by Engineering Express,.signed&sealed.by Frank L.Bennardo, P.E. is an integral part of'this Evaluation,Report. i + TEST.REPORTS Uniform staticstructural performance has been tested in accordance with TAS 202;test standards per test report(s)#0611.01-12 by American Test Lab of South Florida(ATL). Large missile.impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202&203 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida (ATL). STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational Raised,E =8%pl Valid for analysis to qualify the following design criteria: Paps .,. 1. Anchor Spacing ' r 2. Maximum Allowable Size/Pressure ' Combinations ;, s 3. Architectural Shape Options B �-• s 4. Glass Capacity 5.v1 5. Anchor Capacity 0 160 51N 12" AvENUE #106 DEERFIELD BEACH, FL 33 PHONE: 954-354-0660 FAX: 954-354-0443 1 WWW.ENGEXP.COM IWKENGINEERING EXPPEBS" 4/27/2015 TM Window,LLC.—Series 300 Aluminum Fixed Window(LMI) Page 2 of 2 No 33%increase in allowable stress has been used in the design of each product., The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer(NOA#11-0624.02) • DuPont PVB Interlayer(NOA#13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schbdule(s)on its respective Product Evaluation Document(i.e.engineering drawing), Installation Each product listed above shall be installed in strict compliance with its respective-Product Evaluation Document(i.e.engineering drawing),along with all components noted therein. Each product component shall be of the material specified in that products respective Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed,loads and shall be of a material listed in each products respective anchor schedule. Host structure conditions which are not accounted for in each products respective anchor schedule shall be designed for on'a site-specific cific 6asis by a P! registered professional engineer. All components which are permanently installed shall be protected against corrosion,contamination,and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM TM WINDOW & DOORX{� 'Px. SERIES 300 ALUMINUM FIXED WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT — — - - CUE , GENERAL NOTES �a YSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA (BUILDINGDE,FOR USE WITHIN AND OIITSLDE THE NIGH VELDCILY HURRICANE ZONE,PER TAS 201/202/203 D-04 STAND N STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND n LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3, POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALLSE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA ^ m BUILDING CODE OY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE �Vy+ OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. (]m 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. > FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR 3 Wi REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS 3 DOCUMENT. ��C+ 5, PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND Q i SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHA(.L BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. F3 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER 0 ti $ SEPARATE CERTIFICATION. cl 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. B 9. ALL BOI &WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL.WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 30. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I.DUPONT DE NEMOURS&CO.,INC.-BUTACITE PVB S INTERLAYER N.O.A.#13-0129.27 AND E.I.DUPONT DE NEMOURS&CO.,INC.-SENTRYGLAS INTERLAYER N.O.A.# 11-0624.02 12, APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS. �L 13,WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE if ADDRESSED ON A SITE SPECIFIC BASIS.NOT BY TM WINDOW&DOOR LLC, y 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS K SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,et.at.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. I.S. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 16. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. fAPlWaifFESS 15-2370 � of COVERSHW FL #15920.1 re No! POSSIBLE ARCHITECTURAL SHAPES 'MAX.FOR ANCHORS NOSHA.PEMAYEXCEEDSIZEOFTESTEDRECTANGLETRANSCRIBEDAROUND lZ •rYP AaC "' O`'•. SHAPE OR 6•MAX.FOR ANCHORS Y-3"MAX FROM . ]DINT WELD ANY JOINT OR TYPE B POINTS TYP. CORNER Y m�� YQ (MAY VARY) s� r r QF �r SUFALSE APPLIEDAFFLI ;• �� FALSE MUNTINS OPTIONAL TfONAL Ll UE SIDED TRIANGLE HALF-CIRCLE EYEBROW ARCH �E (I s Z �a TRAPEZOID - - - GOTHIC - - _-_'L-- tcc:= I'j o _ 4m �mIf- cul All 3 H HALF ELLIPTICAL --- as LL HALF EYEBROW TRAPEZOID <d - -—�; -- 0 EXTENDED FULL ,j 4 PENTAGON ELLIPSE c ; C lit <01 � .. D.LO.� 2 {------FRAME WIDTH-------j 6"I Ie s QUARTER SEGMENT QUARTER CIRCLE FULL CIRCLE TYPICAL ELEVATION �+ OCTAGON � �-- ~ HALF ARCH OVAL I D.LO.WIDTH-WINDOW WIDTH-4• 53y D,LO.LENGTH c WINDOW LENGTH-4' S b� • ' ELIPTICAL 9r FL #15920.1 HALF FAN AE EQU L L G HEXAGON IimTRIANGLE ='_-.::_..= - _ x ' FAN FN-23707 wi �®ALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. -- - - HOTDOG NOTE:f' Y—} }'"-.X--} a WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ARCHITECTURAL SHAPES ARE LIMITED TO t 70 Psf.MAX. HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. /�1 P.E EXISTING HOST EDGE DIST STRUCTURE METAL STRUCTURES MIN.THIEELCK)K) .�., ALUM.1/8'MIN.THICK) "oo: �, ,,,••'• STEEL:FV-36 KSI MIN. ANCHORS PER ANCHOR ALUMINUM:6063-TS MIN. SCHEDULE.SEE TYPICAL SEE MULLION APPROVALS FOR 2BY WOOD BUCK EDG D / ELEVATION FOR SPACING MULLION TYPE AND SIZE. 'Y to ; E E DIST EDGE DISI ,* Ix OR 2x WOOD A, BUCK(OPTIONAL). NOT BY T.M. 5fi„�Q .M 1 14� 1./4"MAX SHIM 1 14 1/4'MAX SHIM 1 4 1/4'MAX SHIM 1 O�w 4'MAX SHIM /H /ANCHORSPER / IL ANCHOR SCHEDULE. 7 (j A SEE TYPICAL °' 4 ELEVATION ON 4 4 ANCHORS PER ANHO SCHEDULE. 9 Q -- --- SHEET 2/8 FOR ANCHOR SCHEDULE, SEE TYPICAL L 9 p 8 3- - 13 SPACING - - - -- -- - - -- - = SEE TYPICAL - - -- - - ELEVATION ON -- - W N 8 ELEVATION ON SHEET 2/8 FOR r 7 SPACING SHEET 8 FOR SPACING a - OPTIONAL `�'�O SURFACE < APPLIED MUNTINS 1 2 TYPICAL ANCHORS: SECH, SFORSPACINGaQUXATITTY 0 ' WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. 0 MUST SUSTAIN(AADS IMPOSED BY GLAZING SYSTEM AND �x TRANSFER THEM TO THE BUILDING STRUCTURE. Lr a o o TYPE'A'-A14"DIA.ULTRACON BY'ELCO'(FU-177 KSI. Q�m 'Z FY-15S KSI) �+ R THRU 1BY INTO CONCRETE(2846 PSI MIN)OR GROUT 'j FILLED BLOCK(ASTM C90) O.S g 1-3/4'MIN.EMBED INTO CONCRETE OR GROUT FILLED o BLOCK. z TYPE'B'-1/4"DIA.ULTRACON BY'ELCO'(Fu-177 KSI, .�- FY-15S KSI) j F INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP82 G=0.5S MIN) f-- BED OF ANCHORS PER ANCHOR 1-1/2'MIN.PENETRATION INFO WOOD 6 SEALANT SHEDULE.SEE TYPICAL ELEVATION ON SHEET 2/8 TYPE'C'-1/4-20 OIA SHEET MBTAREW(GRADE 5 2 4 FOR SPACING b 1 MIN)(FU-120 KSI,FY=90 KSI) INTO METAL STRUCTURES(5 PINCHES PASS THE a l 14 1/4'MAX SHIM THREAD PLANE MIND STEEL:)1'y'THK.MIN. g (FY-36 KSI MIN) a8 lx OR 2x WOOD BUCK ALUMINUM:1/8"THK.MIN.(6063-75 MIN) {OPTIONAL).NOT BY T.M. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED b OR PAINTED) gq " icAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK=2E INTO WOOD STRUCTURE I" "- > / INTO METAL STRUCRE-3/4'I N. TUMIN. Sp�Y COPYYWCaff H3Ya►$FliilA F179FSt EXISTING HOST 15-2370 STRUCTURE MommOl COVERSWET 1 TYPICAL SECTION FL #15920.1 3 6'=V-0' VERT SELF ~R.:7Jl jweao.P.E. METAL STRUCTURES(STEEL OR A'r^°".•r,, ALUM.1/8°MIN.THICK) J STEEL•Fym 36 KSS MIN, lx OR 2x WOOD '•Lh��,�v99,L• ALUMINUM:6063-TS MIN, SBO OR UCK 1/4°MAX SHIM 1/4'MAX SHIM BUCK OPTIONAL 1 - , WOOD BUCK INTERIOR (OPTIONAL) VAUD -aNLO .� 1/4°MAX SHIM I 8 44 8 BED S ' p 8 4 I BED OF BED OF Z�' .. w I SEALANT SEALANT Fl ,4 ANCHORS ANCHOR SCHEDULE.yl 1 .._... .. ...... 4 ANCHORS PER ANCHORSEETYPICAL _ _ _ SCHEDULE.SEE TMICAL ELEVATION ON SHEET ELEVATION ON SHEET 2/8 ANCHORS PER ANCHOR 14 2/8 FOR SPACING o FOR SPACING q u. v SCHEDULE,SEE TYPICAL S w ggg 2 a - --- ELEVATION-ON SHEET 2/8 _ - _ I 7 6 q �� u7 -- -- FOR SPACING -- - - - -- --- -- - - -----_-- L:— _:..a -— - U- w --- STING HO .. 8 EXTERIOR 8 STRUCTURE Nab 1 D.L.O. j 8 -.---FRAME WIDTH - 1 --- FRAME WIDTH--4-- - 2 TYPICAL. SECTION 4 6'=1'-0' HORR SEDT d'' SCHEDULE "A" FORGOUAREORRECIAIIGLEOPIONS mmRS mAREUM!]ED7os70Pm1(sEPAGE2) p DESIGN LOAD(%1PWSOME7mm Q rnme FPA0.E GLASSTYPEMI GLA8.8TYFEM2 GLASS TYPE M3 GLASS TYPE M4 WSSTYMUSIGLASSTYPEM8 GLASSTYPEIGI UASS 114E Kit 2e yr 70 70 .... ._70 70 e0 eo so � eo _so_ eo .. +90...... 70 70 Z� ^' 2s — Q" 9r 70 70 7a 7a eo eo so eo en so � +so Io 7a so sa � 63 lir 70 1a 70 70 � eo 0 eo_ _eo am_ �eo fao '70 70 30 eo- _�_^_ 70 70 70 70..._ 00 :: !m 8D 80" 00 80_ 80 110- 70 toe Or eo so ao so eo 190 $ _. - O .. 111tH � . Bo BO 80 80 � 190 - to ---ttt--- 20 Vr 70 70 70 70 8o_ e0 80 80 e0BD 80 190_ 70 70 80 80 Q x 3r 70.......70 70 70 80 eo 80 80 eo 80 70�.-70 so 80 Z' o. 989,8' 0910!_ .- 70 70 80 80 8a 80 80.. EO 130 - - 80 80 fel _.._.... ..._..-... p 70 60 80 � 80 89 • LE f001N• - - - - - So 8a eo ao 111tH _BD 60 00 80 190 281!2' 70 70 70 70 SO 80 80 80 80_ 00 190 70 70_ 80- 80 9r ..,ja__ 70_ __70 70 80 80 80 80 80 80 e0 190 70 70 "'...-.80 80 ... NOTE: X--'—- 90aa a91ra eo ao -- eo 7r__.._ _.. _ ...m eo so m.. ..... fy , _.. _. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 108 yr ,— - ,,.. _ec_,_eo 0o 00 _ )§ .... HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 70 70 70 70 eo Ba eo 80_ 80 190 70 7a 80 80 r 70 70 7070 eo so -.._ ... 80 _1 70 70 eo 90 O74 ..... �....... ___ m 70 -_ EXAMPLE: toe 1w .__ ........70 70 70 7a r._ A WINDOW WITH A FRAME HEIGHT OF 63°AND FRAME WIDTH 11wr - - - - 70- -tea_ 70 To - - - - -OF 533/a HAS AN ALLOWABLE PRESSURE OF+/-80 PSF FOR 70 70 7a za. oo eo a s°_........_eo So_ 80 190 10 70 .. 9r In ro 7a la eo w so so so ea eo Sao 70 7a So eo GLASS TYPE M4.THESE DIMENSIONS MAY BE REVERSED FOR AN "' "' so eo""'"'e0 So'"" ALLOWABLE FRAME HEIGHT OF 533/8 AND AN ALLOWABLE FRAME 74' _ 7o zo 7a 7 WIDTH OF 63"FOR THE SAME GLASS TYPE AND ALLOWABLE 1081x4' - ..... Ilk DESIGN PRESSURE.SEE FOR EXAMPLE VALUE IN 11tvv oa mx7acmTomaoT�s ze 1rr 7a 70 70 70 so eo so eo ea Bo eo 190 70 70 80 80 SCHEDULE'A.° ------ �,..... Io 70 >o ��.._eo eo�._e°_ so_-_'B0 30 70 _-70_ e° ec....�. 15-2370 891/8' - _ • • 8a BO ea 80. - 01 - L _ __ ..__._. .._�._. 7V 70 70 70 100 lw COYER StFET FL #15920.1 141 WS9/l0f9-Soft. Mm V, IE-="'m900 AfimBnm flrnYlnQow.FBA. 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Ij •'a'aaaa ' SISiSala d * ' ` TM WINDOW AND 601 NW 1M VDOOR, LLC ENGIiV G Ou,a, ._POMPANO BEACH,FL 160 SW 12th Ava Vu (954)781-4430 DEERFIELD BEA �9�4 3'PIMRE WINDOW (S)30- 0 Prt .VAM �e C) meunr0mm�.o.aomamummxm TEST PROTOCOL-LARGE MISSILE IMPACTENG / m N FBC STH EDTRON(2014)PRODUCT APPROVAL FL*15920.1 A Fluent L eaunua+no,re., P.E. 1.269— 0.129 40, 4 .1 14: 0.080 —0.5701 1 1 0.031 OMO EXPOSED SURFACES 0.056- 0.095 -0.050 -3,033 -c T, 9 F 1.269— 0 oL z EXPOSED SURFACES 0.202 $g a 1.139 0.05a: -- A.- NOTE: -3.033— 0.813 PART*14 IS NOT REQUIRED —1.000 WHEN USING THIS EXTRUSION 7- —0,420— 0.125 0.025 .17 00 0 0 000 Ln 0.k _ 0.030 0.02# 0.022* 0.090 15-2370 oloso 0.080 VL .18 fovea CIVET NOTE: --78 EXTRUSIONS NOT TO SCALE. FL #15920.1 T P.E. P 6 ' ww ,VV FRAMES OF NON !'. RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY(TYP.), yLrtl� ,6 W W sNd Z m $ W c 33 NL1� s �m m ZG <poR ` O SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD F. BEFORE INSTALLATION OF WINDOW,INSPECT ALL JOINTS TO ENSURE A PROPER SEAL 15-2370 FL #15920.1 PACK P95MOTON, COVER SHEET m� GRADE 2 SMS (FO 9 (FOR 90°CORNERS ONLY) O Florida Building Code Online Page 1 of 2 I p a a7 i t^ ,a .c„fpr <J;i><t• -;�' 3 Iwo �`'� H ...e�.s.9at: '.,a�. r :i a �r' ��.�.+� r�lor�(.l]}arF(rnpr; BCIS Home Lag In ) User Registration Hat Topia Submit Surcharge ; Stats&Facts Publications ? FBC Staff ? BCIS Site Map Links j Search j 3usines '�' ` Product Approval USER:Public User Ic01: Regulation 1121002=1t Product Approval Menu>Product or Aunlication search>Aanlinrion 1.is 2 tion Detail I s FL# FL15726-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smetzger@tmwindow.com I' Authorized Signature Javad Ahmad alfarcoq@afceng.com Technical Representative Address/Phone/Email i I Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report _ Florida License PE-70592 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 41 /31 2 Validated By Jesus Gonzalez,P.E. Validation Checklist-Hardcopy Received I Certificate of Independence FL15726 R2 COI 55-390 SGD-CI 2014 odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SA1nEOW9... 7/6/2015 Florida Building Code Online Page 2 of 2 ' I Date Submitted 02/25/2015 Date Valldated 02/26/2015 Date Pending FBC Approval 03/02/2015 Date Approved 04/15/2015 airy of Products FL# Model,Number or Name Description 15726.1 Series-390 Aluminum Silding Glass Door Large Missile Impact resistant aluminum sliding glass door. Installation Instructions Approved for use In HVHZ:Yes FL15726 R2 II SS-390 Alum SGD(LMi)W12-31 Ddf Approved for use outside HVHZ:Yes Verified By:Javad Ahmad PE#70592 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+80/-95 Evaluation Reports Other:See drawing W12-31 for span vs.load and anchor type IFL15726 R2 AE SS-390 Alum.SGD(LMD-PAE 2014.odf combinations and Installation details. Created by Independent Third Party:Yes Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement d Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a publlc-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click ere. Product Approval Accepts: -. IusGk slecurlt, IN n http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SA1nEOW9... 7/6/2015 AL-FAROOO CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3• METHOD 1 OPTION D FL 15726 Date:2/23/2015 Detailed Product Description Manufacturer:T.M.WINDOWS,LLC. Manufacturer Address:601 N.W. 12T"AVENUE—POMPANO BEACH,FL.33069 Model Name:SERIES-390 ALUMINUM SLIDING GLASS DOOR Maximum Frame Width:66" Maximum Frame Height: 108" Maximum Load:+80 PSF,-95 PSF(Large Missile Impact) Installation Drawings#W12-31 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load. Comparative analysis used X Yes No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST REPORT# Test DATE Sealed by ASTM E283 Air Infiltration Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. Leakage Laboratory ASTM E331 Water Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. OR ASTM 547 Penetration Laboratory &TAS 202 ASTM E330 Uniform Static Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson, P.E. &TAS 202 Air Press. Laboratory 06/18/2012 FTL-6976 Marlin Brinson, P.E. & 01/26/2015 ATLSF-0219:01-14 Stephen Warter,P.E. American Test Lab of South Florida ASTM F842 Forced Entry Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. Laboratory 1235 SW 87th Avenue + Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afcene.com alfarooq@afcene.com i Supplemental Tests(Tested in accordance with TAS-201,and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT# Sealed by FBC 1626.2 Large Missile Fenestration 06/20/2012 FTL-6868 Marlin Brinson,P.E. (TAS 201&203) Impact& Testing Laboratory 06/18/2012 FTL-6976 Marlin Brinson,P.E. Cyclic & 01/26/2015 ATLSF-0219.01-14 Stephen Warter,P.E. American Test Lab of South Florida Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the require mi;grt the 2014 Florida Building Code. p0 A Evaluation Report Engineer: :v�GEN�e 6 No 70692 lavad Ahmad PE#70592 �. AI-Farooq Corporation EB#3538 :9 ST OF Date&Time:02/25/15 15:17 SC\Y:\users\veronica\StatewidePA Evaluations\TMWindow\201.4 FBC\390.SGD\390 SGD(LMI)-PAE 2 7RTc 1235 SW 87th Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afcene.com alfarooaC�afcena.com HEAD ANCHORS lr, h/ F CLUSTER OF 4 OR 6 AT STILE ENDS SEE CHART ON SHEET 3 2 HES FOR CAPACITY N Z a O w z ( N HEAD ANCHORS Q� H Dal. 3' O o 0 Ii `3 U 220 3/8' a C DOOR WIDTH m< O8 � y I w m= 6"MAX. I q _ o 00 C¢:-c m CORNERS I " •`n c� M — I Ocr aaom" _- - - -- -- - - - w � n Z N 0 OD --- - � �-- D F u in S2 ro 6 R II II o <= a' ' .... vi � I 2 -IL 11 UD a u II II Z J L, IQi J j li ON il 1 o Z 3 46 1/6' ` 46 1/B' IT 3 Z a FALSE MUNTIN CL OPTIONAL D.L.OPG. D.L. OPG. SINGLE ROW DOUBLE ROW w 2 56 1/B' JAMS ANCHORS JAMB ANCHORS rn PANEL WIDTH 56 1/6 , - 24'MAX* U PANEL WIDTH SILL sBs _ a •••• (• (•• SILL ANCHORS a THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Cq o TYPICAL ELEVATION 1- - 2 TRACK FRAMES SILL ANCHORS SERIES-390 ALUMINUM SLIDING GLASS DOOR CLUSTER OF 4 m AT STILE ENDS DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART AT 3'O.C. a SHOWN ON SHEEP 3 & 3.7. P4 C N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m o o.�•,, REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY A-HIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY HIS ENGINEER - ' IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC m a c m HURRICANE ZONE (HVHZ). c PROJECT;i.e.WHERE HE SITE CONDITIONS DEVIATE FROM HE P.E.D. LOADS OOD TOOKS THE BY MUST BE ANCHORED PROPERLY TO TRANSFER B-CONINSTALLATION OF T THIS RESPONSIBLE BASERD oN TIIS PRODPURCHASE CT ALUEATION ��,%111T11�Q�} PROVIDED HE/SME DOES NOT DEVIATE FROM HE CONDITIONS DETAILED �� PD.... ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS oN THIS DOCUMENT. T,TOENSF•••.® �i u EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C-HIS PRODUCT EWALUATION DOCUMENT WILL BE CONSIDERED INwWO IF c Z ALTERED BY ANY MEANS. �(0.70592 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 0-SNE SPECIFIC C PROJECTS SHABE PREPARED BY A FLORIDA REGISTERED NOT PART OF THIS APPROVAL. ENGINEER OR ARCHITECT WHICH WILL BECOME HE ENGINEER OF RECORD(EO.R) • o er ``��• �= A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INFOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR HE PROPER D WOOD ONLY. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ,P' •'• i!^ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ENGINEER TO HE RED.ENGINEER SHALL SUBMIT TO HIS UTTER HE SITE ® • � •� K/� drawing no. SPECIFlC DRAWINGS FOR REVIEW. i�c '••ATSORIOT`. ®�� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _ ....... W12—:31 REQUIREMENTS OF THE FLORIDA BLDG. CODE E ORIGINALD.SHALL.BEAR THE DATE AND HE PROFESSIONAL ENGINEER OF RECORD THATHAT RSICNA.TURE of 7 of 13 109" DOOR HEIGHT 107 9/16° PANEL HEIGHT 99 9/16" D.L.OPG. !7 N Z AA � P A or w 0m 0 v � x m SN " ' r ;o n n � c ( r v( y S 00 In -_I nZ �� _p OmmD. UZZO Ag �'a'm . 7 ? o r Au 3 w cF v o o� g in x r ��O N A f�/1A� VI A Miy� •'T'T" IO N x F Z m� n $ z vA d ice' A o _ 6,Kw, o A •'•.�� '^ JAMBS JAMB vt ® `••�= CORNERS =�i� i 1• � ��4j �= �g . om zt �-6- "m s°MAx. A 14"MAX. JAMB !/I!Il I,t111�1 FL #15726 JAMBS CORNERS revisions: L ( ) AL_FAROOQ CORPORATION a � � a dm6: os-1s-12 SERIES-390 ALUM. SLIDING GLASS DOOR LM.I. o no date V 85210 ENGINEERS 7 PRODUCT DEVEI.OPMLNT j f scale:3 g'ot'-0• A 08.06.14 GENERN_PEVI610N / T,M. WINDOWS LLC. 1236 N N MIAMI,S.W.RI AVE 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 ° a,,ny HAMID POMPANO BEACH, FL. 33069 W -W+ P cnp,6y; TEL.(954)781-4430 FAX. (954)781-5076 7tL(306)264.61U0 Fnx.(COMP COMP -31TMW DESIGN LOAD CAPACITY - PSF 3 LLIGHTREINF. 4% � M GLASS'G6'&'GOA' N 3/16' HEAT STREN'D GLASS AVERAGE CLUSTER OF 4 ANCHORS O 3 _ PA AT STILE ENDS INC WIDTH DOOR FfflGHT rz INC116 Malt, FJR.(+) IM.(-) I"'w m 090"Interlayer Saflex Clear And Color Glass 36 70.0 70.0 IL m M By'Eostmen Chemical Co.' 42 70.0 70.0 ®O CL x 090"Interlayer 48 BO 70.0 70.0 a DuPont Butacite PVB 54 70.0 70.0 O By- Co.. 0-2 _-_ _SILICONE_-_ '-- ___.__.._ _. __ __ _ ___ '- - _ __ ..__ __ _-_ __ - ._ _ _ _ 4: F1 - - 32 I GE RGS 7700 - 54 ---- 70.6 70.0 - - -- Q 9 i t 36 70.0 70.0 J 42 9D 04 � 70.0 70.0 Q w�� 48 70.0 70.0 -ao - 36- --- ----70.0 -70.0- M7 42 98 70.0 70.0 m X 48 1 70.0 70.0 6i 1 GLASS TYPE 'G6' 0 v 7/16'OVERALL LAMINATED GLASS � 0 c' M c2 CJ J 1/4'TEMP.GLASS IdGRT REINF. O1- a DOOR WIDTH m 3/8'AIR SPACE AVERAGE PANEL WIDTH - o Z NUMBER OF PANELS �� y-.3 Z Z 3/16'HEAT STREWD GLASS y Z n_Z- .090' Interlayer w H a r N Soflex Clear And Color Glass ALL IXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE By R'Eastman Chemical Co.' FOR DOORS WITH 3-1/2'SILL"EIGHTS. .090" Interlayer FOR 2-3/4' SILL HEIGHT LIMIT EXT.(+)LOADS TO 60.0 PSF DuPont Butacite PV8 FOR 1-3/4"SILL HEIGHT LIMIT DCT.(+) LOADS TO 34.7 PSF By'EI. DuPont De Nemours &Co..Inc.' SEE SHEET 4 FOR DETAILS 3/16'HEAT STREN'D GLASS N i m 7` o tin ;o SILICONE 2 Ii GE RGS 7700 ~ u w 0 9A I1 a'a< w w ````111111111/1j'' w , GLASS TYPE 'G6A' n 1-1/16'OVERALL INSUL LAM.GLASS o.70592 = a NOTE: GLASS CAPACITIES ON THIS SHEET ARE ��p' SD•T�F Aye drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) �i�( ''•.�OR70f`. ' ®� A .... O AND FLORIDA BUILDING COMMISSION �irAs 1 2-31 DECLARATORY STATEMENT DCA05-DEC-219 ��/®��d 11111` sheet3.tof�3 3/16'HEAT STREN-D GLASS 1/4'HEAT STREN-D GLASS DESIGN LOAD CAPACITY - PSF 4w� 1 090'Interlayer .090'Interlayer LIGHT REINF. HEAVY REINF. ' GLASS'Gl', G3' SGHCX Clear And Color Glass Saflex Clear And Color Glass 'G2'h'C4'CLASS'GI','C2'&'C4' GLASS &'GS' 'I By'Eastman Chemical Co.' By'Eastman Chemical Co.' n o. 3 s- CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS Z F 3 C I C 1/4' HEAT STR '0 GLASS PANEL DOOR HEIGHT AT SIVE ENDS AT STILE ENDS AT 16'HEAT STF2EN'D GLASS (N STILE ENDS AT STILE ENDS O F ,°o z m ? m INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) IMT.(-) In e sur SILICONE SILICONE Q 2 N a 36 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 IL 7a 32 CE RGS 7700 %u GE FIGS 7700 C o 0 9 �I 9 'I' I 42 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 48 60.0 60.0 1 6D.0 60.0 80.0 95.0 80.0 95.0 0. 4 A I I 54 B0 60.0 60.0 1 60.0 60.0 1 80.0 95.0 80.0 95.0 3535 _ -60 60.0 60.0 1 60.0 60.0 80.0 90.6 80.0 95.0 V _ 0 0 66 60.0 60.0 60.D 60,0 80.0 87.6 80.0 95.0 00 y M ; w w 36 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 C L C O ~ 42 - 60.0 60.0 60.0 60.0 B0.0 95.0 80.0 95.0 - 48 04 60.0 60.0 60.0 -60.0 --00.0 94.4 - --80.0 _95:0 GLASS TYPE 'Gl' GLASS TYPE 'G2' 54 6D.0 60.0 6D.0 60.0 60.0 88.3 60.0 95.0 7/16'OVERALL LAMINATED GLASS 9/16"OVERALL LAMINATED GLASS 60 60.0 60.0 60.0 60.0 80.0 83.9 80.D 95.0 ..I Z ro 36 6D.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 Q w - - - - - - 42 __ 60.0 60.0 50.0 60.0 80.0 93.8 80.0 1/4'HEAT STREN'D GLASS48 90 6D.0 60.0 60.0 60.0 80.0 85.B 80.0 95.0 m J�,P er 54 60.0 60.0 60.0 60.0 79.9 79.9 60.0 95.0 yGlas 60. 60.0 60.0 fi0.0 80.0 94.4 80.0 95.0 1 nt De Nemours&Co., Inc.' o m a: 42 6D.O 60.0 6O.D 60.0 80.0 84.1 BO.0 95.0 0 T STREN'D GLASS 98 v i m 60.0 60.0 6D.0 60.0 76.5 76.5 80.0 95.0 S M v 54 60.0 60.0. 60.0 60.0 70.9 70.9 80.0 95.0SIL ,� M is gGEIR SE 7700 36 - - 60.0 60.0 60.0 60.0 60.0 60.0 cs U 42 102 - - 60.0 60.0 60.0 60.0 60.0 60.0 o J j 48 - - 6D.0 60.0 60.0 60.0 60.0 60.0 N fn36 - - 60.0 60.0 60.0 60.0 "60.0 600 � O N j5 v 42 1OB - - 6D.0 60.0 60.0 60.0 60.0 60.0 0-02 m c 48 - - 60.0 60.0 60.0 60.0 60.0 60.0 c Z C a �Z a # n 3zav CLUSTER OF 6 APP CABLE AT HEAD ONLY ti F-�a GLASS TYPE 'G3' CLUSTER OF 4 TYPICAL AT SILL 2 9/16' OVERALL LAMINATED GLASS 1/4'TEMP. GLASS 1/4'TEMP.GLASS LIGHT RRfNF. HEAVY REINK 3/8'AIR SPACE 3/8"AIR SPACE a AVERAGE PANEL WIDTH = DOOR WIDTH o�y 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS NUMBER OF PANELS 090"Interlayer 090'Interlayer ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE ro Soflex Clear And Color Gloss DuPont SentryGlas 'HEIGHT By'Eastman Chemical Co.' By'EI. DuPont De Nemours&Go., Inc.' 2-3 4'SILL LIMIT 3/16'HEAT STREN'D GLASS Z 3/16'HEAT STREN'D GLASS 'FOR'1-3/4'SILL HEIGHT LIMIT IXr.(+) LOADS TO 34.7 PSF m`= z m i m SEE SHEET 4 FOR DETAILS 0 0 0 vi SILICONE w SILICONE .� i is 2 I GE RCS 7700 m p I GE RGS 7700 r(6�1�I rIo.705929A 9A �_ n w GLASS CAPACITIES ON THIS SHEET ARE Q•' . drawing�no. GLASS TYPE `G4' GLASS TYPE 'G5' AND FLORIDA BUILDING BASED ON ASTM E1300-09 (3 SEC. GUSTS) %' �;-.FtoR.D?:'�® � W12-31 1-1/16"OVERALL INSUL. LAM. GLASS 1-1/16'OVERALL INSUL. LAM.GLASS DECLARATORY STATEMENT DCA05I DEC-219 ,rA/�`It..110%%, sheet 3 of 13 i w 4mo- I XXX 4 OXO XOX El Xp 4,:o- XXxx XOXz xx X X f— XXX b'+'" z b,n,• XX OXX X X n X O z a,�• i i 1 1 I . I o , �� ro H � Y n t 1 I f I 1 i o i [ t 4,c. xx XOX a,a* X x 40"` OXX 3 XX dor %U X O ^m d o- 0 x o 4u a i t�lJ i I i H 1 n x a ' a yt:.•� =Z:0 inl` FL #15726 revisions: a dctc: 05-15-12 SERIES-390 ALUM. SLIDING CLASS DOOR (LM.I.) AL-FAROOQ CORPORATION K o n0 date ¢SC ion ENGINEERS&PRODUCT DEVELOPMENT ,� as.Ds.1z scNswu nLwsoH T.M. WINDOWS LLC. N 1235S-W.87 Ave I dr.by: HAMiD 601 N.W. 12TH AVE. MIAMI, LORIDA 33174 POMPANO BEACH, FL. 33069 (.!1 TEL(306)264.0100 FAX.(306)262•6073 C4 —� ° ehN.bY: — TEL (954)781-4430 FAX (954)781-5078 COMP-ANL W12-31TMW i ________ j POCKET i i POCKET j POCKET � I I ; � 1 POCKET I I i I O I X 4" XV X 9 s POCKET X xX bow 'OX I POCKET—� X X T z z 0 X z L—POCKET—� X pm> b tt X X X X b w X X b °° XD T X L—POCKET_ f nrl L lEJ z 4 sur W I b"w x r� • '� i POCKET t I POCKET j a Z 4,w CZ xy� k X"0 8'� XXX X 4 mr 4 X a x b ow bow t b,w 1 I I nl*llll%%%N% FL #15726 o W., es-la Is r v sa es. es r an _ SERIES-390 ALUM. SLIDING GLASS DOOR(L.MEl AL-FAROOQ CORPORATION a ENGINEERS&PRODUCT DEVELOPMENT 08.08.12 GENERAL RLVISON r6bl WINDOWS LLC. 1.235 S,W.37 AVE v1 0 N.W. 12TH AVE. MtAMI,PLORIDA asi7ac ar.er• NAMD ANO BEACH, FL. 33069 TEL.(305)264-8100 FAX.(305)262-6978 . 54)781-4430 FAX. (954)781-5078 COMP—ANL\W12-31TMW TYPICAL ANCHORS �yy IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS illy IN PAIRS Iv IN PAIRS IN PAIRS I� Z SEE ELEV. FOR SPACING SEE EL FOR SPACING SEE ELEV. FOR SPACING WOOD BUCK N n 3 EDGE DISE. 2 1/2" m METAL � eQ" 'STAGGEREp o STTtUCTURES F u v a - '1d• ' '° '° eq° �i¢ 1 W O � U 3B E LL a 33 1A _ UL 00 a 2 s p m ANCHOR ACCESS HOLES dj 4 - TO BE COVERED WITHa - - - -- - --- PLASTIC SAP - -- - -- - -- - -- 3 4 a J 17 1 I Il• Ell N_ro I FB.C.APPR'D MULLION1 c7 SEE SEPARATE APPROVAL Z 'w 1 , II II II I I _ O 1 ii WOOD BUCKS AND METAL STRUCTURE NOT BY T.M._WDW. m I ' I I' , I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM , o j ,I ' ' AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 U 1 4 o m all ' ' I• I TYPICAL ANCHORS: SEE ELEV. FOR SPACING O I II I I' I•I � �•.• o a I. ; 1/4" DIA. ULTR4CON BY 'EI rn' (Fil KSI, FY-155 KSI) C•j J INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o J j r 1-1/2" MIN. PENETRATION INTO WOOD H =v _ = o "' I THRU 1BY BUCKS INTO CONC. OR MASONRY 0 m T $ wZ 1 1-3/8" MIN. EMBED INTO CONC. OR MASONRY o ZZaO n p Q R'i 1 I Il a m °- O � �,', � I, DIRECTLY INTO CONC. OR MASONRY ? z o N W i i, � �; 1-3/6" MIN. EMBED INTO CONC. OR MASONRY F 1 li, II 1+(4" DIA, SELF DRILLING SCREW S (GRADE 5 CRS) �•6 0_ W i INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) 1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 ff #14 SMS OR SELF.DRILLING SCREWS- (GRADE 2 CRs) c a o I a INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") H U � rJ�II r1�I (NO SHIM SPACE) � m u TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. F`' STANDARD INTO WOOD STRUCTURE - 1" MIN. ro a 00 INTO METAL STRUCTURE = 3/4" MIN. Ln v 2A m c< WOOD AT HEAD,SILL OR JAMBS SG= 0.55 MIN. `1,IIIIIIT/r CONCRETE AT HEAD, SILL OR JAMBS fb = 3000 PSI MIN. T- C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. It oJPID •...,, ���� n = HIGH STRENGTH GROUT �� ��••110�SR••.• f'c •EDGE bl5f. + =5000 P51 MIN. e . Nor BY T.M.wow. WEEPHOLES: rIo.70592 MUST TRANSFER SHEAR _ I'o _ 3• LOADS TO STRUCTURE SHIMS OPTIONAL Wt = (6) 1" WEEP NOTCH AT EACH END OF SILL • O W2 = (6) 1" WEEP NOTCH AT EACH END OF SILL � •.,• an•r�F u- drawing no. TYPICAL ANCHORS i` C � W12-31 SEE ELEV. FOR SPACING "•'flORIl ; � TWO (2) TRACK DOOR DETAILS //i®������`� sheet 6 of 1,3 i 1/4' DOOR HEIGHT MAX. PANEL HEIGHT I y O D,L OPG. � pp F EXTERIOR m ' 1 y���ll 1=A A A 0,1,1 yo ➢U1 ZZO�ZZZZZZ�i9 cZyf O�r ' 3 a v � Tg 1 Ve Cv o c 2 3/4" 2 3/4' m= i O�C ' N d Ov O 1 �g. l I O i, N ' i a x d o x , e a . .a> 31FL #15726 y revisions: ( ) AL-FAROOQ CORPORATION a a dale: 06-15-12 SERIES-390 ALUM.SLIDING CLASS DOOR L.M.I. no date escn Ion A 03.06.12 6ENER REVIStt1N ENGINEERS&PRODUCT DEVELOPMENT T.M. WINDOWS LLC. �3s s.w.'Is7 AVE 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 POMPANO BEACH, FL. 33069 TEL.(306jz64.8100 PAX,(305)262.6678 c W P chk 6y: TEL(954)781-4430 FAX. (954)781-5078 COMP-ANL\W12-31TMW I EDGE DIST. z - FF p la S > i•I Z V I OC-" N� AN +�mj 2 f1 Cr+fA N>J Z f+ O z In 21 w O T O p O S O( A O N N O G O 9Cm C u Z r W D RI N OO N i N U 1 I 1 I j I 1 I III m o r 9 o II o III S III II II I 2BY W000 BUCK OR ss;ii i[ z WOOD STRUCTURE I II I y I II mz�V I I I II II I r O�0 \ O .v p Ngo _ OO 11 nmr N � 0 II II Z m k N N N 1� 0 m N 0 11 N II II I� II I � II II II O I II II I x � d 0 o y 9 N m � mz 2 CR m m 2.2 `��'I'•• ..d•� N� Tag I I II _gyp e$ i v i•Y.j�` cZi u`iw , FL #15726 le: fBVlslOns: 7 05-15-12 SERIES-390 ALUM. SLIDING GLASS DOOR(1-M.I.) AL-FAROOQ CORPORATIONrL aa ceno date escn Ion T .1235SF..RS 7 PRODUCT DEVELOPMENT £ BGCIe1 3�5.0 1• A 08.06.12 GENERA eEVI514N T.M. WINDOWS LLC. {V 1235,.L 87 AVE I dr.hy: I+awD 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 dr (/J POMPANO BEACH, FL. 33069 TEL(306)264.8100 FAX,(305)262.6978 c W P chk.by: TEL (954)7B1-4430 FAX. (954)781-5078 COMP-ANL\W12-31TMW ' N DOOR HEIGHT 1/4- kw. I PANEL HEIGHT m D.L. OPG. D �Dp O EXTERIOR v�F Nu ------ ------------------ SCREENS OPTIONAL--------- - •.' nZ0 A D zoo ^ ce y y m ~• A N2_ Fr X3,myo �am y ypj ,1+�y c z oz 1/4" MAX. yy SHIMS yy•`s�G:m . Cmc zco W �P W xx d d 00 00 � d H FL #15726 m revisions: ( ) AL-FAROOQ CORPORATION a a dale: 9s-ts-lz SERIES-390 ALUM. SLIDING GLASS DOOR LM.I. 'o no date EN ion ENGINEERS Ek PRODUCT DEVELOPMENT eco(e:3/g• 1' A 08•G6.12 GENERAL NENSION T•M, W�N�OWS LLC. f N MIAs,FLORIDAAVE dr,hy: „pM�p 601 N.W. 12TH AVE. MIAMI,FLOI33174 iw W POMPANO BEACH, FL. 33069 TEL-(305)264.8100 FAX,(306)262-6978 c V, o ehk by: TEL.(954)781-4430 FAX. (954)781-5078 COMP-ANL�W72-31TMW POCKET V2 . a z nN m y O� � i I II II I II�I II II II O II I a N 74) z , 0 is is is I� II v III 1 I I N y I A 50 � i iIl II�I m N � 1 I II III � I I III II �I xx I I z r °° z � zu s /)111 111\1\\ s C o dale: OB-15-12 revisions: SERIES-390 ALUM.SLIDING GLASS DOOR(L.M.I.) A1,-FAROOQ CORPORATION 2r p n0 date description �^ £ scale:3 e•= 1' A 08.06.)2 OE1,11M eEy1610N ENGINEERS 24 PRODUCT pEV,LOPMENT N 5 �/� T.M. WINDOWS LLC. 12a> W.87 AVE O I O d nym 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 s+� Gl POMPANO BEACH, FL. 33069 TEL(306)264-4100 FA.,(306)262.6978 �w W P chk.by: TEL.(954) 781-4430 FAX (954)781-5075 COMP—ANL\WI2-31TMW ITEM PART$ QUANTrry DFSCRTPTION MATEPJn MANF./SUPPLIER/REMARKS (j 3 1A TM-347 1 2 TRACK FRAME HEAD 8063-T6 - 1B TM-333 1 3 TRACK FRAME HEAD 6063-T6 N 1C TM-336 1 4 TRACK FRAME HEAD 6063-T6 - Z ti 3 2A TM-331 1 2 TRACK FRAME SILL 6063-T6 - 0 Z N Z 28 TM-334 1 3 TRACK FRAME SILL 6053-T6 - Q N a 2C TM-337 1 14 TRACK FRAME SILL 6053-T6 - IL 3A TM-332 2 12 TRACK FRAME JAMB 6063-T6 ®m 38 TM-335 2 1.3 TRACK FRAME JAMB 6063-T6 3C TM-33B 2 4 TRACK FRAME JAMB 6063-T6 - Q y i ---4 TM-321 2/-PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 4A TM-330 1/PANEL PANEL BOTTOM RAIL(HIGH PROFILE) 6063-T6 ¢ m 5 TM-322 1 PANEL JAMB STILE 6063-76 - Q C C p y _ 6 TM-323 0.5 REQD. STD. INNER INTERLOCK- 6063-T6 __ - _ _ v) p m 7 TM-324 AS REQD. STD.OUTER INTERLOCK 6063-T6 - Q u 3 a Zy�am 8 TM-325 _AS REQD. ASTRAGAL STILE 6063-T6 �t7 M q J 9 7M-327 4/PANEL GLAZING BEAD(LAM. CLASS) 6063-T6 - Q W e� 9A TM-326 4/PANEL GLAZING BEAD(LAM. INSUL CLASS) 6063-16 - LiLi 10- TM-348 1/FIX.-PANEL FIX. PANEL CLIP "6063-TB - - 11 TM-349 AS REQD. FIX. PANEL CLIP COVER 6063-T6 - �' m d 12 TM-339 2 JAMB COVER 6063-T6 - I 13 TM-347 AS REQD. POCKET DOOR HOOK 6063-T6 - o ¢� 14 TM-341 AS REQD. 2'SILL RISER 6063-T6 - $ W n O 74A TM-342 AS REQD. 2-3/4'SILL RISER 6063-T6 - � 14B TM-343 AS REQD. 3-1/2'SILL RISER 6063-T6 - M 15A TM-350 AS REQD. 2-3/4'SILL RISER 6063-76 - e-) 158 j 158 TM-351 AS REQD. 3-1/2'SILL RISER 6063-T6 - 16 TM-340 AS REQD. SILL ANCHOR COVER 6063-T6 - In Q v 17 TM-354 AS REQD. SCREEN TOP&BOTTOM RAIL 6063-T6 - m O-W 1 18 TM-355 AS REQD. SCREEN STILE 6063-T6 - 0 m m 19 7M-357 AS REQD. OX%O SCREEN STILE 2 6063-T6 - 20 TM-356 AS REQD. j0XO SCREEN ADAPTER6063-T6 - y 3 Z a m 21 TM-344 AS REQD. I FRAME HEAD SCREEN ADAPTER(3 &4 TRACKS) 6063-T6 - w O O w •22 TM-345 AS REQD. FRAME SILL SCREEN ADAPTER(3&4 TRACKS) 6063-T6 - rn Hm n- 23 23 TM-346 AS REQD. FRAME JAMB SCREEN ADAPTER(3&4 TRACKS) 6063-T6 - O 24 TM-328 AS REQD. HOLLOW STIFFENER 6063-T6 25 TM-329 AS REQD. SOLID STIFFENER 6063-T6 26 - - - 27 $10 X 3/4' AS REQD. FRAME ASSEMBLY SCREWS ST.STEEL PH P SMS to 28 N12 X 1' 2/CORNER PANEL ASSEMBLY SCREWS ST.STEEL FH SMS L- 29 ®10 X 1' AS REQD. FIX. PANEL SCREWS.AT 6'FROM ENDS&24'O.C. MAX. ST.STEEL FPF SMS/TEKS lO 30 - 2/PANEL ROLLER ASSEMBLY - HSTD m 31 - - MORTISE HOOK LOCK - FASCO a 32 E70818KN1020 4/LITE GLAZING GASKET(7/16'LAM. GLASS) VINYL ULTRAFAB 32A W32001 4/LITE GLAZING CASKET(9/16'LAM. GLASS) VINYL AMESBURY SEALANTS: m". 0 O O 32B W32011 a/LITE GLAZING GASKET(INSUL LAM.GLASS) VINYL AMESBURr FRAME AND PANEL CORNERS AND INSTALLATION SCREWS - m 33 21315 AS READ. FIN SEAL PILE W'STRIPPING - ULTRAFAB AT SILL AND JAMBS SEALED WITH JOINT SEALANT. m 0 C 33A 33371 AS REQD. FIN SEAL PILE W'STRIPPING - ULTRAFAB O 34 - AS REQD. BULB W'STRIPPING VINYL _ ``\ KO 35 - 2/LITE SETTING BLOCK,5/16'X 1/2'X 2'LONG EPDM LAMATEK �.'VOENSF''•.® 35A - 2/LRE SETTING BLOCK, 1/8'X 1/2'%2'LONG EPDM LAMATEK 36 - AS REQD. SELF ADHESIVE PILE PAD(1-3/4'X 3-X 3/4') WOOL ULTRAFAB Z o.70592 c 37 - AS REQD. SELF ADHESIVE PILE PAD(1'X 2-7/16'X 1/27 WOOL ULTRAFAB 38 - AS REQD. SELF ADHESIVE PILE PAD(1-5/8'X 2-7/16'X 1/2') WOOL ULTRAFAB ^ L O 39 - AS REQD. SELF ADHESIVE PILE PAD(1/8'X 2-7/16'X 3/4' WOOL ULTRAFAB ��•••.• STI•T�F ,��dy� drawing no. aD - - - _ _ ,, �, .�ccoR�vp.•��y``,: W12-31 ///IIS®���1�\X` sheet 11 of 13 5.152 6.500 8.598 1,289 4 g ��- .078 .078.. .078 r ro4' �{ 1.289 N 7.261 97 7.269 ❑ ❑ -i7 1,269 ❑ ❑ ❑ ❑ �_ 7 -�j 1.336 I� I .124 1,823 ® i 3- Y_ I I Q IL N a1 M9 q2.1 - T0711 .124 1.82311.267 1.267 .124 1.823 G o 0`a U 2 TRACK FRAME HEAD 18 3 TRACK FRAME HEAD 1C 4 TRACK FRAME HEAD 1.823 1f- 5.388 6.693 8.791 5.548. _ 6.423 8.517 0 G1.823 a.0 20.080 080 �.t25 C IL C 0.768 .942 .942 . -.942 -. _ _ _ _ _ �078- -1- "_�- '362 _ 7 .'� .382 - .078 I lai.z 3 m T i 1 N:o 5.142 Q V R4�2 - - ® 2-TRACK--FRAME SILL --- - -ze - -3 TRACK-FRAME-SILL- - - zc 4-TRACK FRAME-SILL -q 1.407 r -2.000 3.062-�{ 3A 3B 3C n I I �� 1z64 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB o ' 1.573 IBJ 1.490 249 - 2.004 078 O 3.062 I 1 .078 .100 050 .887 897 U IS-�I 4.000� W D.11711 95 z JLj 2.069 4.000 125 2.3977.761 O PANEL JAMB STILE 16 SILL ANCHOR COVER 7.677 1 327 1.687 ,125 v �I II 094 0 P1 1 s75 .310 1.885 9� ¢ C)•-m n 1� .662 o Z o 1 1.296 .062 I 2.441 312 I 1.900�1 -312 I II� PANEL TOP & BOTTOM RAIL ® ASTRAGAL ADAPTER 7--F. 2 .050 078 -�1.72J 0 0 4000 Qs ULAZIIT D GLASS 12 JAMB COVER 24 HOLLOW STIFFENER 26 SOLID STIFFENER POCKET DOOR HOOK (TRIMMED) .078 MINA .750 .750 1. .130-�{ .310 A7. 078 11.923 .0781.298 .062 i 2.752 •078 02 3.502 1 094.078 .893 3_ 3.062 GLAZING BEAD m� 9A LAIR. INSUL GLASS 893 .662 8.000 © STD. INNER INTERLOCK •• 7.062 F"-1.714 4, O �3.74D w 15 c m- 0�m 98� 1071 1-3/4" SILL RISER 15A 2-3/4" SILL RISER 15 3-1/2' SILL RISER 13 POCKET DOOR HOOK 00 .374- L�{ULJ II `````7111111L!/�7j''' V �.711M 2048. D .094 ..�9,q 1.923 FIX. PANEL CLIP i 7.490 .094 E2.672 do.70591 �= I o n 367 3.422 _ - v -i as y .893 .893 J 1.407 .078 3.062 .893 �� r - .050 � 'O•'. 30� F ��Y7/` drOwing no. 4A 17 14 %,,�°�'•.;rCOR1Op.:'�\ W12-31 BOTTOM RAIL (HIGH PROFILE) IQ STD. OUTER INTERLOCK IOFIX. PANEL CUP COVER O1-3/4" SILL RISER 14A 2-3/4" SILL RISER 748 3-1/2" SILL RISER FL #15726 ,1 SILL sheet T2 of�3 1i \ I \ V V D -i O Z m `````���Ixl}I I I��y�yy A • B ........... i� :mac•. .:� , FL #15726 a date: 06-15—iT revislons: SERIES-390 ALUM. SLIDING GLASS DOOR(I-M.I. AL_FAROOQ CORPORATION � .0 e n ascon E eaala:3/6'= 1• A 08.06.12 GENERAL REVISION T.M. WINDOWS LLC. ENGINEERS&PRODUCT DEVELOPMENT N� 1235 S.W.87 AVE p I dr,by: {{AMID 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 POMPANO BEACH, FL. 33069 W —+ P ehk by: TEL(954)781-4430 FAX, (954)781-5078 TEL.(305)2�4-B1U0 FAX.(306)262-6079 COMP—ANL\W72-31TMW