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HomeMy WebLinkAboutProduct Approval (3) RECEIVSO DEC 18 2015 MIAM PDACE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE MOA) www.miamidade.t=oy/economy 1riovative.Windoyr.Concepts;�LLC 2005 Corporate Drive Boynton Beach,FL 33426 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 revolve this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series`'2031/2_041l2062/2180L2281/2283""Alu nihiii Horizontal_Sliding;Wind6Wvt--L.M.I. APPROVAL DOCUMENT:Drawing No.W06-83,titled Series"Aluminum Horiz.Sliding Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 12/13/06,with revision"D"dated 04/20/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The-NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-1206.02 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.14-1208.02 MIAMI•DADECOUNTY Expiration Date: March 15,2017 ,...� )2811 Approval Date: June 04,2015 r j Page 1 Innovative Window Concepts,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 07-0103.09) 2. Drawing No.W06-83,titled Series"Aluminum Horiz. Sliding Wdw. (L.M.I.)",sheets 1 through 7 of 7, dated 12/13/06, with revision "D" dated 04/20/15, 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a horizontal sliding window WIG, prepared by American Test Lab of South Florida, Test Report No. ATLSF-0516.01-11,dated 09/03/14, signed and sealed by Stephen W.Waiter,P.E. 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)Drop Test per ANSI Z97.1-2009 along with marked up drawings and installation diagram of a horizontal sliding window, glazed with s/16" HS and 7/16" HS laminated glass, prepared by American Test Lab of South Florida, Test Report No. ATLSF-1023.01-06, dated 11/17/06, signed and sealed by Henry Hattem,P.E.and William R.Mehner,P.E. (Submitted under NOA No. 07-0103.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t' Edition(2014),dated 12/02/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel ere24P.E. Product Contr iner NOA No.14-1208.02 Expiration Date: March 15,2017 Approval Date: June 04,2015 ' E-1 Innovative Window Concepts,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51b Edition (2014), and of no financial interest, dated November 04,2014,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. ATLSF-0516.01-I1, issued by American Test Lab of South Florida,dated 09/03/14, signed and sealed by Stephen W. Warter,P.E. 3. Laboratory compliance letter for Test Report No. ATLSF-1023.01-06, issued by American Test Lab of South Florida, dated 11/17/06, signed and sealed by Henry Hattem,P.E.and William R.Mehner,P.E. (Submitted under NOA No. 07-0103.09) G. OTHERS 1. Notice of Acceptance No. 11-1206.02,issued to Innovative Window Concepts,LLC for their Series 2031/2041/2062 Aluminum Horizontal Sliding.Window-L.M.I.", approved on 02/16/12 and expiring on 03/15/17. Manuel Pcr .E. Product Control xa ner NOA No. 4- 08.02 Expiration Date: March 15,2017 Approval Date: June 04,2015 E-2 74'MAX. WINDOW WIDTH 10 3/4' Z MAX' J 4' HEAD 08 zd A I_I `` 4 1 AD MAX.7, 1�la5 N CORNERS Igo O's ~ -- - of t9 N \4 II �p 4 IL 1E�.rQ ___ ----JL_ ----yr---- -----ir--- = 3 a P$ Z 101/2' ' m O QWM WEEPHOLES MAX. Z v Z M SEE SHEET 3 SILL Sn N AXp3p p LL 32 5/8'MAX. 32 3/4'M , tV ZQ=n D.L.OPG. D.L.GPC. a 9 K U 37 5/8'MAX. = {Zy�a m VENT WIDTH Z Q U ZOp TYPICAL ELEVATIONS z N DOD D SERIES 2031/2041f2062 SERIES 2280/2281/2283 ALUMINUM HORIZONTAL SLIDING WIND019 APPROVAL APPLIES TO SINGLE UNITS OR S10E BY SIDE c 'R 3 COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER o R 5! MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. TMS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEm REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). m u o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS4 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE dt SMALL MISSILE IMPACT, Enyre AVAD AHMAD PRODUCT RBVISBD AL ns complying with the Flmlde ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. FIA.PE70594 NOT PART OF THIS APPROVAL. n C.A.N. Building Cudo Acccptnneo No � � � �` �15A' v7A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY,ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON—COMPRESSIBLE. AY 27MATERIALS INCLUDING BUT NOT LIMITED TO STEA�LL//METAL SCREWS,TWAT W06-83 COME INTO CONTACT WITH OTHER DISSIMILAR MAT@RIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet of 7 1/8'HEAT STREN'D GLASS 3/18•HEAT STREN'0 GLASS 3/16'HEAT STREN'D CLASS {�v .090'INTERLAYER .090'INTERLAYER .090•INTERLAYER BUTACTTE PVB BY'DUPONT' BUTACNE PVB BY'DUPONT' SENIYR'YGLAS BY'DUPONT' o 1/e'HEAT STREN'D GLASS 3/18'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS Q0 k 3 SILICONE SILICONE SILICONE 1Q'� z m DOW CORNING 995 z m DOW CORNING 995 o� DOW CORNING 995 ESA \ 25 d 25 a O n f n I I h I i II �I II Ij, G 0 8 8 1 28 yg SERIES 2031 SERIES 2041 SERIES 2062 a E MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF :l (FOR SIZES SHOWN ABOVE OR SMALLER) - 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 85.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 100.0 PSF = o SERIES 2031 SERIES 2041 SERIES 2062 2 oW co 1/6'TEMP.GLASS 1/8'TEMP.GLASS 1/6'TEMP.GLASS Z V w 1/4'AIR SPACE 1/4'AIR SPACE 1/4'AIR SPACE D +y o 1/8'ANN.GLASS 1/8'HEAT STREWD GLASS 1/8'HEAT STREN'D GLASS N O _ .Oso°INIERLAYER .090'INTERLAYER .090'INTERLAYER = o m A BUTACITE PVB BY'DUPONT' BUTACITE PVB BY'DUPONT` SENTYRYGLAS BY'DUPONT' 1/8'ANN.CLASS 1/8'HEAT STREN'D GLASS irZ $ m 1/B'HEAT STREN'D GLASS 3 U z SILICONE y SILICONE 3 SILICONE Z DOW CORNING 995 9 DOW CORNING 995 5 $ 9 DOW CORNING 995 ?N m a iS or CARDINAL XL CARDINAL XL CARDINAL XL 'EDGE SPACER o EDGE SPACER o EDGE SPACER c ST.STEEL gp ST.STEEL ap ST.STEEL o R g PART e58-0ES5 G PART 855-065 G 28 PART§58-065 o 3 44447777 OO � SERIES 2280 SERIES 2281 SERIES 2283 MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 85.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 100.0 PSF o m SERIES 2280 SERIES 2281 SERIES 2283 S m$y 8a<m c GLAZING OPTIONS E,on AVAD AHMAD PRODUCT REVISED •� PES70592 cv coorplyhng with Bw Florida n N. Building Code Acceplanco No 8x Iwlion Dato NOTE: f&1 b {S o GLASS CAPACITIES ON THIS SHEET ARE 272011 M adeP IUoO of drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W06-83 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of TYPICAL ANCHORS 1/2°MIN. j cl SEE ELEV.FOR SPACING METAL �4. STRUCTURE 2K WOOD BUCK 1DY WOOD R K EE ELEV.FORRSPACING MIAMI-DADE COUNTY APPROVED WOOD UGNRE Z 3 n; •'a,e '1'. N.. MULLION dr MULLION ANCHORS .°' •a e a .°: • L a Ed SEE SEPARATE NOA \y Ed ------------ � $ 9 26 Q dh8 II 30 TYPICAL ANCHORS yf !i !i SEE ELEV. FOR SPACING (L TYPICAL ANCHORS ,j i! i! i SEE ELEV.FOR SPACING Q I! I! 1-z ii! WOOD BUCKS AND METAL STRUCTURE NOT BY I.W.C. TXPICAL ANCHORS: SEE ELEV.FOR SPACING MUST SUSTAIN LOADS IMPOSED BPLY GLAZING SYSTEM 1/4" DIA. ULTRACON BY ' CO' (Fu-,7T KSI,Fy-155 KSI) 1jAND TRANSFER THEM TO THE 6UILDINC STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z X4 ! THRU 1BY BUCKS INTO CONC. OR MASONRY -3::o-1UZ O iii 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)la W 11111,11 $ 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) z g F i'ii DIRECTLY INTO CONC, OR MASONRY it i! i! 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) j oz !i t li ii ii #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) O mo i I li INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") N m INTO METAL STRUCTURES o ! STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) n ALUMINUM : 1/8'THK. MIN. (6063—T5 MIN.) 10 ,9 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE R INTO CONCRETE AND MASONRY = 1-1/2" MIN. o ❑❑ sA INTO WOOD STRUCTURE = 1" MIN. O d INTO METAL STRUCTURE - 3/4" MIN. g WOOD AT HEAD,SILL OR JAMBS SG =0.55 MIN. W3 ,3 CONCRETE AT HEAD,SILL OR JAMBS f'e- 3000 PSI MIN. C-90 HOLLOW/FILLED NORM&WEIGHT CMU AT JAMBS Pm - 2000 PSI MIN. a. - 13 4 c<m u WEEPHOLES: Enyr, uvAD AHMAD •r PRODUCF REVISED g Wl = (4) 1-5/8" X 1/4"WEEPHOLES AT 7-1/8" FROM FLA.PE 0192 nsI—PlyinSwith lheFlorWn y3 d yy Building Cade EACH END AND AT 20" O.C. CAN.SS38 AccePlanceNo 02 a "4 <.d ° Ed , W2 = (1) 1" X 1/4" WEEP SLOTS UNDER FIXED LITE AT trulionDate <: 1_1/4, '•e 37" FROM ENDS. A(2�2OI5 Mi DodaProduct trot drowtn nob. e r TYPICAL ANCHORS W3 = (3) 1- X 1/4" WEEP SLOTS ON VENT AREA AT 9 ° WI SEE ELEV.FOR SPACING 6" FROM VENT ENDS AND AT CENTER. WO6-S3 W2 sheat 3 of 7 1/4'SHIM MAX. o 1 $ 291 WOOD CK 1OR • WOOD UCTURE O g1aa TYPICAL ANCHORS a SEE R".FOR SPACING y 1/4'MAX. O O 1/4•Lm. SHIM VENT WIDTH 7 SHIM : MIANCHORS ELEV.FOR SPACING 19 g D.L.OPO. v j 27 METAL 3 a y. STRUCTURE 19 9 9 18 _ _____= it K U i • bw Z d GO R m U . m O 1t ----_-SCREEN OPT. ----___ Z 30 EXTERIOR 6 DLOPG. Z o 0 WINDOW WIDTH ' O T TYPICAL ANCHORS SCO LAYOUOX OPPOSITE WOOD BUCK SEE ELEV.FOR SPACING o MIN1I—DARE COUNTY d APPR,D MULLION i5 SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV.FOR SPACING — — — 2—FIR m^ry „ $GSE L c _ ar. AD AHMAO PRODUCFREVISED _-- CML m complying wish the Florida t N 33 __= FIA N/70392 Building Cod. A 3938 A—planm No �! Exp'cation Dnte 7 8 -------------- Y 27 201 Br 30 I.EXTERIOR MI ProductOo tro drawing no. WINDOW WIDTH WINDOW WIDTH ZZ 9; sheet 4 of 7 7.095 4,u 7-- .265 Z j 8L: .050 o �7L 1.295 ,oso ,.6 o O_9a 2.785 .082 � f`� I .903 1^- .903 Q , 1.690 d O9 9A �,O LL 7.377 GLAZING BEAD (LAM. GLASS) GLAZING BEAD (INSUL. LAM. GLASS) rn n 3.095 Q, FRAME HEAD t.09a C a<c C cu x^,.082 .625 1 Oj I ,.2126 �}b 2 1 2.750 A82 082 U a A62 A94 g 3.189 3.317 2.024 m � i3 to VENT TOP/BOTTOM RAIL L p 2.397 2.487 3 Z � Z S>M Q2 FRAME SILL BASE N O o }-1.667 .082 .070 1.854 ow ® FRAME JAMB 1.104 aoz -� o m 2 O Z I--1.875 1.158 1.467 Z ;U 0 ^I �z�zY 1 oe3 t3 SILL TRACK O VENT SIDE PULL � Z N m 1.878 � O 1378 2487 2472 078 2.082 .062 p5 3.082 1.181 1.587 2046 c & 1.104 0 k� O FIXED MTC. STILE 1.882 9 Y 1.487 tt SILL REINFORCING !� VENT SIDE INTERLOCK o 0 1.845 oog K'�,g .082 .295 1.333 gyp 2,694 F 7- E-9«d ANMAD PRODUCT RRVISBD 1.147 I L m mmpiying with the Ftanks 1.583 FLA.PE 70582 building Coda 1.695 .842 .050 1.260 CAN. 576 Accaptmue No �!7 a ,� L Imtlon Dato oy 2,113 .05 .892 11 72015 MI DudeProdu4l W06-83 JO SILL INSERT © FRAME SILL COVER WATER SHED sheet 5 oT 7 ITEM PART Y QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 021-100 1 FRAME HEM 6063-TB t�MbP 2 021-014 1 FRAME SILL BASE 6063-TB 3 021-103 1 FRAME SILL INSERT 6063-TS - 'j j 4 021-015 1 FRAME SILL COVER 6053-75 - r0 FZ 5 021-104 2 FRAME JAMB 6003-TB - F W 6 022-102 1/VENT FIXED MEETING STILE 6063-T5 - 7 022-004 1/VENT VENT SIDE INTERLOCK 6063-T5 - B 022-019 1/VENT VENT SIDE PULL 6063-T5 - C 9 021-011 4/GLASS GLAZING BEAD(LAM,GLASS) 6063-75 - A? n 9A 021-105 4/GLASS GLAZING BEAD(INSUL LAM.GLASS) 6063-T5 VY y� 10 021-003 2/VENT VENT TOP/BOTTOM RAIL 8083-T5 - a K�a M 11A 021-105 1/VENT WATER SHED 6063-75 - Q 12 022-038 - SILL REWFORCEMENT. 12'LONG 6063-T5 1/MTG.RAIL& 1 BELOW FIX. 13 021-058 1 1 TRACK(f'CAP AT EACH END) ALUMINUM - Q 14 010-004 2/VENT WHEEL HOUSING ASSEMBLYPoCIO PVC M&M PLASTICS �.2:g °Lt 16 OD4-002 2/VENT SWEEP LOCK(PD207) - SULLIVAN&ASSOC. b I I 16 008-014 AS READ. ASSEMBLY SCREWS ST/ST J8 X 1'PH SMS iiiiii 17 1 008-031 4 MTG.RAIL ASSEMBLY SCREWS ST/8T 110 X I.PH SMS 16 016-001 AS READ. ,187 X.160 WOOL PRE W/FIN SEAL FELT ULTRAFAB = sa 19 023-002 AS READ. .187 X.270 FOAM FILLED BULB VINYL AMESBURY i4 20 012-004 AS REOD. GLAZING COMPOUND SILICONE DOW 895 v 21 015-006 AS REOD. 1/6'SPACER ACRYLIC FRANK LOWE RUBBER 3 21A 015-012 AS READ. .10'X.40'SQUARE SPACER,DUROMETER 5535 SHORE A ACRYUC FRANK LOWE RUBBER 3 Z 5 9 22 012-00 1 504- SM5SEAM SEALER - SCHNEE MOREHEAD CD 0 M 23 010-014 AS REDD. BAFFLE NYLON M&M PLASTICS c U n N28 010-015 AS READ. WEEP COVER NYLON PREFERRED ENGINEERING y �p w� 023-006 AS READ. .187 X.250 FOAM FILLED BULB VINYL AMESBURY ni Z r= 010-002 2/VENT END CAP ACETYL M&M PLASTICS o 016-004 1 VELCRO AT BOTTOM END VELCRO .50 WIDE X 1.195'LONG X.110 HIGH 2 O D5 015-010 2/LRE 1/8'X 1/2'SETTING BLACK,DUROMETER 8535 SHORE A NEOPRENE F7LWK LOWS RUBBER `� O Z O1S-017 4/LITE WEDGE GASKET,DUROMETER 9015 SHORE A F117f PVC MELTPOINT PLASTICS Z- - LACK JAMB RBNFORCWC AT MIDSPAN 6063-TB 1/Y X.078'X 12'LONG 7 Z o O Z CR O SEALANTS: Q ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504, Sm8ry�3 �o<m c Engn CML PRODUCIREVISED •1 c Na9 Complying with lh.Flaida I �+ 92 Building Cod. O Acceplmca NoB.pfra on Dale YW6yBy I Dad.Pmdacl Contra drawing no. 27205 W06-83 sheet g oT u�3b` N V 2 25. 0 ` 3m n 3� s03 ants Of 1z_+3-� noo clr : ALUMINUM HORIZ. SLIDING WOW. (L.M.1.) AL-FAROOQ CORPORATION a r a ate e n ^ °^"•� U°0A 2- zoo7'� INNOVATNE WINDOW CONCEPTS, LLCRIV12as W.S Qa PRODUCT DEVELOPMETli v O O e +tz�.n a avert n 6 sx¢r 2005 CORPORATE DE MIAM4 FLORIDA33174 C o a.h^ ww�u c +t.w.0 cfx+w.�rtEvsnn WBOYNTON BEACH, FL 33426 +a/3os12s4 esoo Fax/sos7262Qvza o a.so.ia Im ouwx�sir M-(561)493-233 FAX(561)4s3-zs02 COMP-ANL W06-831WC