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HomeMy WebLinkAboutNotice of Acceptance MIAM1•DADE MI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Innovative Window 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 nbt be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"2031/2041/2062/2280/2281/2283"Aluminum Horizontal Sliding Window-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. MIAMI DADECOUNTY NOA No.14-1208.02 � Expiration Date: March 15,2017 J28�t5 Approval Date: dune 04,2015 ( Page 1 Innovative Window Conceuts,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. Warter,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 i l/17/06, signed and sealed by Henry Haltem,P.E. and William R.Mehner,P.E. (Submitted under NOA No. 07-0103.09) C. CALCULATIONS 1. Anchok verification calculations and structural analysis, complying with FBC-5111 Edition (2014), dated 12/02/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04109 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). C Manuel erez,P.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 01114/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), and of no financial interest, dated November 04, 2014, issued by Al-Farooq Corporation, signed and sealed by 3avad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. ATLSF-0516.01-11, issued by American Test Lab of South Florida,dated 09/03/14, signed and sealed by Stephen W. Waiter,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 Per .E. Product ControlgxnnAner NOA No. 4- 08.02 Expiration Date: March 15,2017 Approval Date: June 04,2015 E-2 74'MAX. 3 WINDOW WIDTH 10 3/4- z 4, HEAD H • 4 1/2'MAX. y A — HEAD/SILL �O.I CORNERS fl'�I O u o t II II V O N c °a ------ ----- ----- - a -- ----- - -- - 'ty i �O O01 3 \J uV II fns t7, " -====-u------ ----- jio " -n------ -n-- f m � � ii ii n n n II II B II II v p� ^ 3 Z dNt0' WEEPHOLES I` SEE SHEET 3 SILL " N O O t` 32 5/8'MAX. 32 3/4'MAX. N Z 4F4 T M D.L.OPG. D.L. OPG. 0 3 O WW n 37 5/8'MAX. = F w to VENT WIDTH Z Q 8 O m O s a TYPICAL ELEVATIONS Z cwt m O SERIES 2031/204112062 SERIES 2280/2281/2283 ALUMINUM HORIZONTAL SLIDING WINDOW = ' 3 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 2 ff o COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER j MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY 6 APPROVED MULLIONS IN BETWEEN. 2 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. N�o TMS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE O o'" G$ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 5 HURRICANE ZONE(HVHZ). c<m o 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, $ q ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Engr.J VAD AHMAD PRODUCTnli hI D J, THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. fWlL eacom I in with theFlmide S EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PY 8 `v SHUTTERS ARE NOT REQUIRED. FLA PE 7ass2 Building Cade — ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.0.N• Acceptance No oy J ,V $ NOT PART OF THIS APPROVAL. imtton Dnto / a A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. BY ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON—COMPRESSIBLE AY 27 DaaeProeacTGo F-1.9--] MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT W06-83 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of 7 1/8"HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS U 3 .090'INTERLAYER .090'INTERLAYER .090'INTERLAYER BUfACITE PVB BY'OUPONT' BUTACIFE PVB BY'DUPONT' SENTYRYGLAS BY'DUPONT' z 1/8"HEAT STREN'D CLASS 3/18'HEAT STREN'D GLASS 3/16"HEAT STREN'O GLASS SILICONE SILICONE r SILICONE w j a Fo z m DOW CORNING 995 z m DOW CORNING 995 z m DOW CORNING 995 f[YLL GLui 25 a 2 25 ym pno j 'I MO II °� ti o o ��3� 28 26 28 i SERIES 2031 SERIES 2041 SERIES 2062 Q b S O MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF r�JRK (FOR SIZESSHOWN ABOVE OR SMALLER) — 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 85.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 100.0 PSF SERIES 2031 SERIES 2041 SERIES 2082 1/8"TEMP.GLASS 1/8'TEMP.GLASS 1/8"TEMP.GLASS Z 1/4'AIR SPACE 1/4"AIR SPACE 1/4"AIR SPACE 3 r7 LL a 1/0-ANN.GLASS 1/8"HEAT STREN'D GLASS 1/8"HEAT STREMD GLASS tJ S w_ 5 j U .090"INTERLAYER .090"INTERLAYER .090"INTERLAYER BUTACITE PVB BY'DUPONT' BUTACITE PVB BY'DUPONT' SFNTYRYGLAS BY'DUPONT' ix o 1/8'ANN. GLASS 1/8"HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS Z j M 2iO o Zy y+ SILICONE 5 w SILICONE SILICONE 7 ?N m ,' 29 DOW CORNING 995 a 9 DOW CORNING 995 a 9 DOW CORNING 995 O 0 0 I I I 1 II l l i I I .I 1 li CARDINAL XL rc CARDINAL XL o: CARDINAL XL &g o EDGE SPACER o_ EDGE SPACER o EDGE SPACER o $ gp ST.STEEL ST.STEEL ST.STEEL o C 8 PART#58-065 28 PART X58-065 28 PART#55-065 c GGGG7777 SERIES 2280 SERIES 2281 SERIES 2283 m S MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF `o $ o N (FOR SIZES SHOWN ABOVE OR SMALLER) — 75.0 PSF (FOR SIZES SHOWN A13OVE OR SMALLER) — 85.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 100.0 PSF •S SERIES 2280 SERIES 2201 SERIES 2283 d a m o c 0 GLAZING OPTIONS Eng..,IAVFD AHMen PRODUCT REVISEDD N � PEMi 70592 es complying with the Fladds N $ N.5538 Building Code . Accopi nce No g Eh I,aliOnD°le f��� NOTE: GLASS CAPACITIES ON THIS SHEET ARE 27 201 mid edoProdue,00n 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 7 TYPICAL ANCHORS 1/2"MIN. METAL SEE ELEV.FOR SPACING STRUCTURE 2 WOOD BUCK 1BY TYPICAL ANCHORS OR o •• •. 1YOOD B CK SEE ELEV.FOR SPACING MLAMI—DADE COUNTY APPROVED WOOD UOTURE Z j 1", A.,•• MULLION&MULLION ANCHORS a <•° - Ed SEE SEPARATE NOA ,a' �aa.° ,a: •a I. a a.. = Ed Ed `t \y 8 a �8 h 9 26 a .- HN jl I, 10 a 3 1• TYPICAL ANCHORS uj I I TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING Q W o TYPICAL ANCHORS: SEE ELEV. FOR SPACING g WOOD BUCKS AND METAL STRUCTURE NOT BY I.W.C. _ I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ?/4" DIA. ULTRACON BY 'ELCO (Fu4177 K51.Fy-155 KSI) I AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o m R 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 z M THRU 1 BY BUCKS INTO CONC, OR MASONRY ? V n i• I• !i ii ❑ Im a ii fi 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) � 30I,' 0 0 = 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) SLLJ ID o f4 4 DIRECTLY INTO CONC. OR MASONRY o"� z 'e•� it !i II II O O W (}y]! ! i! 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) x O_m a ! j! 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 2 0z,. ii #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o�v i! i! INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Z c0i m i! i! :I :I INTO METAL STRUCTURES o STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ii ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE B'g a!I iN.j ii14 if 14 INTO CONCRETE AND MASONRY = 1-1/2" MIN. 01 W 9A !i i a INTO WOOD STRUCTURE = 1" MIN. Oo INTO METAL STRUCTURE 3/4" MIN. 3 18 WOOD AT HEAD,SILL OR JAMBS SG = 0.55 MIN, W3 13 CONCRETE AT HEAD, SILL OR JAMBS fc 4 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU-AT JAMBS CM 2000 PSI MIN, m$ o © 2 SoB� 12 d 0 a m o 0 4 k _ tiVEEPHOLES: Engr.JAVAO aHMAD pRODUC'I'RGVISED A ,r — 7-1/8' < W1 - - ES AT FROM�0 4 1/4" WEEPHOL M ns complyingwilhlheFloflde N ( ) 1 5/8" XFLA.PE A Tossz Building Code . •. a a a '• EACH END AND.AT 20" O.C. CAN.3578 Acceplm,ce No •/ 02 - s $ 3D' ' irolion Rolego r a. d Ee W2 = (1) 1" X 1/4" WEEP SLOTS UNDER FIXED LITE AT 7 $ 37" FROM ENDS. (k27 28t ByMI DedeProduet Erol drawing no. Wf SEE ELEV.ANCHORS W3 (6, FROM ENT ENDS ANDTATON VENT CENTER. �AT W06-83 W2 sheet 3 of 7 1/4'$ MAX.. v a xo oR WOOD CK C n .� WOOD UCTURE a Wy Q TYPICAL ANCHORS SEE ELEV.FOR SPACING I/a'MAX. { : SHIM VENT WIDTH SHIM - �I EL�FOR SPACING 7 19 8 D.L OPO. Ing 27 Wp -14 N STRUCTURREE Tg 8A 9 Tg — — — ------ N SU W x Q& w F 0 z .._.......,__SCREEN OPT. ------ ° ?U0 to S 30 EXTERIOR 6 D.L.OPG. > N�o WINDOW WIDTH ` o• � XO LAYOUT tBY TYPICAL ANCHORSOX OPPOSITE WOOD BUCK SEE M"..FOR SPACING N MIAMI—DADE COUNTY u a APPR,D MUWON SEE SEPARATE NOA TYPICAL ANCHORS as $ e SEE ELEV.FOR SPACING �d� ryry — Itili S 0 ..S �qq�<mvo EAgn AA AD AHMAD PRODUCT REVISHDrA .n CML as complying with the RmWe .fF FIA.PE it 70592 Building Codo N. 538 Acceptance No rf •� Ex'ration Dole OV/7 g ^_____ _—___ao EXTERIOR Y 220 By daPtDduatOo ao ! drawing WINDOW WIDTH WINDOW WIDTH W06—$3 sheet 4 of 7 ,265 1 1 o 7''3 .65 ,O50 i 6 .83- .050 .000 !- �d 2.795 ,062 �a( li O .903 .903 Q t.o90 0. 1.377 GLAZING BEAD (LAM. GLASS) GLAZING BEAD (INSUL. LAM. GLASS) Q FRAME HEAD 3.095--q a 1.094 Q cd m 1.062 Q 1�u 1.226 .825 t•025 aW � 2.750 ,062 _6. o 082 _ () 3.189 3,317 2.024 .062 094 to VENT TOP/BOTTOM RAIL 3 v W �o 2.387 2.467 3 Z M Q FRAME SILL BASE o V F�-t.se7 .062 zi �W .070 1.854 T N Z w V 5M�t Qs FRAME JAMB iE:: 380 1.104 _ pmU-T m 0 z� I--1.875 t.is8 t.ae7 z a V 0,n 063 I 13 SILL TRACK © VENT SIDE PULL Z N 1.838 1.378 2.472 F 2.467 F-F 078 C 2.062 .062 3.082 1.187 � 1.587 � 2.046 3 1.104 S FIXED MTO. STILE 7.862 1.467 y 1.845 12 SILL REINFORCING O7 VENT SIDE INTERLOCK .062 •295 1.333 En9n A VAD ANS PRODUCPREVISBD 2.894 1.147 FIA.PEMt 70592 mWmPlying with the FlmidO H 1563 353 Building Coda 1.895 •8412 .OSD I 1.260 CAN. 9 Dxelmtlon Delo 17 .692 Mf Dade Product ntr drawingo no. 2.113 7 2015 W06-83 ,t Q SILL INSERT O4 FRAME SILL COVER WATER SHED sheet of 7 ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS V " 1 021-100 1 FRAME HEAD 6063-T6 - 2 021-014 1 FRAME SILL BASE 6063-T6 0 3 021-103 1 FRAME SILL INSERT 6063-75 - 3 4 021-015 1 FRAME SILL COVER 6063-75 - }� 5 021-104 2 FRAME JAMB 6063-T8 - f lrG o. 6 1 022-102 1 1/VENT FIXED MEETING STILE 8063-T5 - LL 7 022-004 1/VENT VENT SIDE INTERLOCK 6063-T5 - 8 022-019 1/VENT VENT SIDE PULL 6063-TS - p 9 021-011 4/GLASS GLAZING BEAD(LAM. GLASS) 6063-75 - 9A 021-105 4/GLASS GLAZING BEAD QNSUL,IAM.GLASS) 6063-T5 - (�O 10 021-003 2/VENT VENT TOP/BOTTOM RAIL 6063-15 - Q Q 4 11A 021-106 1/VENT WATER SHED 6063-75 - IL p 12 022-038 - SILL REINFORCEMENT, 12'LONG 6063-75 1/MTG.RAIL& 1 BELOW FIX. a0 a 13 021-OSB 1 TRACK(1'GAP AT EACH END) ALUMINUM - Q 14 010-004 2/VENT WHEEL HOUSING ASSEMBLY RIGID PVC M&M PLASTICS Q z 15 004-002 2/VENT SWEEP LOCK(PD207) SULLIVAN&ASSOC. 18 008-014 AS REOD. ASSEMBLY SCREWS ST/ST 18 X 1"PH SMS O 17 008-031 4 MTG.RAIL ASSEMBLY SCREWS ST/ST JIO X 1"PH SMS a .. U 18 016-001 AS READ. .187 X.160 WOOL PILE W/FIN SEAL FELT ULTRAFAB :1 M 19 023-002 AS READ. .187 X.270 FOAM FILLED BULB VINYL AMESBURY J 20 012-004 AS READ. GLAZING COMPOUND SILICONE DOW 995 ._. 21 018-006 AS READ. 1/8"SPACER ACRYLIC FRANK LOWE RUBBER 3 U N.. 21A 015-012 AS READ. .10'X.40"SQUARE SPACER,DUROMETER 5315 SHORE A ACRYLIC FRANK LOWE RUBBER Z eF M 22 012-001 - SM6504 SEAM SEALER - SCHNEE MOREHEADz U Li 17 23 010-014 AS READ. BAFFLE NYLON M &M PLASTICS N O {i 4 24 010-015 AS READ. WEEP COVER NYLON PREFERRED ENGINEERING 25 023-006 AS READ. .187 X.260 FOAM FILLED BULB VINYL AMESBURY N Z I--_Q 26 010-002 2/VENT END GAP ACETYL M&M PLASTICS p 0 Lil 1 27 016-004 1 VELCRO AT BOTTOM END VELCRO .50 WIDE X 1.195"LONG X.110 HIGH = ix CL m a 28 015-010 2/LITE 1/8"X 1/2"SETTING BLOCK, DUROMETER 65t5 SHORE A NEOPRENE FRANK LOWE RUBBER 5 Q U OF m 29 015-017 4/LITE WEDGE CASKET. DUROMETER 9016 SHORE A FlE%PJC MELTPOINT PLASTICS U-)z LOCK JAMB REINFORCING AT MIDSPAN 6063-T6 1/2"X.076"% 12'LONG Z C)Om n 51 = 2 o4W � SEALANTS ALL JOINTS AND FRAME CONNECTIONS 5EALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. N g qb � Engn JAYA.D AHWAD PRODUCT REVISED ^ a m CML 70592 0 complying with lho FlmidaFLAA � �y N.'3538 Building Coda Ameptance No ExplralianDlle 0&`7 By o MI DAdep7aduCLContra drowing no. AY 2720 5 W06-83 sheet 6 of m J N _ W Q rri LaDO,�y IVA a'o _-... yob nCn S � n5•y X i ay \ m a �; ,z_13-0c revisions ALUMINUM HORIZ_ SLIDING WOW. (L.M.I.) AL-FAROOQ CORPORATION a 'o no o e escn n ENGINEERS&PRODUCT DEVELOPMENT O sir a �- A 0a.,uos uoONEo Fort 2007 FeC INNOVATIVE WINDOW CONCEPTS, LLC 123SS.w S7AVE f v O o e „s+.+, N0 EaaoE THS s�r 2005 CORPORATE DRIVE MIAMI,FLORIDA 33774 0 1 dr.65= HANIO c ,I.OS.,a GDOUL FZ=M BOYNTON BEACH, FL. 33426 Ta.c305I2648100 FAX P06)2626978 C 0 04.2D.15 NO O W6E TX6 41k1:T V W P We try. TEL(S6S)493-2303 FAX(561)493-2102 COMP-ANL WO6-831WC D MIAMI-DARE MIAM DADS COUNfY PRODUCT CONTROL SECTION DEPARTI LENT OF REGULATORY AND ECONONITC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %vmv.miamidade.eov/economy Innovative Window Concepts,LLC 1801 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 MOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section.(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High.Velocity Hurricane Zone. DESCRIPTION:Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W03-53,titled"Aluminum Single Hung Window(L.M.I.)", sheets 1 through 8 of 8,dated 07/14/03,with revision G dated 07/23/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fried 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 expiation 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 reaib*a1-of NOA. ADVERTISEMENT: The NOA number preceded by the words Miamit-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#13-1024.05 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,PX. WOMEN {/) NOA No.14-0903.05 MfAMIDADECOUrVTY � & Expiration Date: February 19,2019 t i Approval Date: October 30,2014 ra f��` 2 Page 1 A Innovative Window Concepts,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W03-53,titled"Ahuninum Single Hung Window(L.M.I.)", sheets 1 through 8 of 8,dated 07/14/03,with revision G dated 07/23/14,prepared by Al-Farooq . Corporation,signed and sealed by Javad Ahmad,P.E. i 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)Force Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by American Test Lab of South Florida,Test Report No. ATLSF-0527.01-03,dated 06/12/03,signed and sealed by Henry Hattem,P.E. (Subinitted under NOA#03-1201.02) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94 2)Large Missile Impact Test,per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-tip drawings and installation diagram of an aluminum single hung window,prepared by American Test Lab of South Florida,Test Report No.ATLSF-1109.01-04,dated 01/25/05,signed and sealed by William R. Mehner, P.E. . (Submitted ander der NOA#05-0215.04) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis,complying with FBC- 2007,dated 10/28/08,updated to FBC 2010 on 01/12/12,and revised and updated on 07/30114 to comply with FBC-5"'Edition(2014),prepared by Al-Farooq Corporation,signed and sealed by Javad Alunad,P.E. (Submitted partly underNOA's#08-1210.03 and#13-1024.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Manuel rez°P fProduct Contrg EZ niner NOA No.' - 903.05 Expiration Date: February 19,2019 Approval Date: October 30,2014 B-1 Innovative Window Concepts,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no fmancial interest, dated August 4,2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.ATLSF-1109.01-04,issued by American Test Lab of South Florida, dated 01/25/05, signed and sealed by William R. Mehner,P.E.and Henry Hattem,P.E. (Submitted undet•NOA#05-0215.04) 3. Proposal No. 14-0732 issued by the Product Control Section, dated July 1, 2014, signed by Mantel Perez,P.E. G. OTHER 1. Notice of Acceptance No. 13-1024.05 issued to Innovative Window Concepts,LLC for their Aluminum Single Hung Window-L.M.I. approved on 12/26/13 and expiring on 02/19/14. Manuel PqMjP.E. Product ControyExa, finer NOA No.'=03.05 Expiration Date: Februar--y 19,204-.4-- Approval Date: October 30,2014 E-2 47 9/16" 47 9/16" D.L.O. (FIX.LITE) D.L.O. (FIX.LITE) rl 6"� 6"M Z HEAD/SILL HEAD/SILL Q J CORNERS 14"MAX. ' CORNERS 14"MAX FALSE MUNTINS• HEAD/SILL HEAD/SILL (• a li (SURFACE APPLIED) --- _-- 0 p o 1 OPTIONAL A F{ C v i0 .•. in b f5Y II II Ij 8S-'�,? 11 11 II 13C 4C w _ it vrG Jp Al II O II it z N_ ..en o II Il II � M II W f F I I�____ff==__�_ o z I I I I I I z lop yI I I I o B n I' i < U Nv 11 JI 11 N J N N w if If in N itJ �. I� /_� II M amu) J II II II Z V N e W O�zz�uu II �iI(YIJ'4(� II N > M M o I I 11 II' N ;; Z v m ^oC C II II MM C 11 �� II V, 0�M 3 O E y ---46 7/8" — 46 7/8" Z 3 O W O.L.O. (VENT) '� D.L.O.(VENT) `D cn 0-CO v 50 1/8" 50 1/8" j U p VENT WIDTH VENT WIDTH 0 uT Z HEAD/SILL'ANCHORS'NOT REQO. 53 1/8" 'H ILL ANCHORS NOT READ. 53 1/8" —I Z NOD F R WINOOWS'THAT REQUIRE WINDOW WIDTH FOR WINDOWS THAT REQUIRE WINDOY!WIDTH Q 62 PSF OR LESS 62 PSF OR LESS DESIGN PRESSURES ALUMINUM SINGLE HUNG WINDOW (L.M.I.) DESIGN PRESSURES UNEQUAL LITES (ORIEL TYPE) EQUAL LITES DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER N CHARTS SHOWN ON SHEETS 2 & 3. TYPICAL ELEVATIONS o e APPROVAL APPLIES TO SINGLE.UNITS OR'SIDE BY SIDE TESTED UNITS _0 1 B �€�f? COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING g g MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM.' r N W C THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ^° REQUIREMENTS OF THE-FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY v 0 0 u HURRICANE ZONE (HVHZ). - 0 WOOD BUCKS BY OTHERS;MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, 3 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS En9r.JAVAO AIIIMD PRODUCr REVISED EMBEDMENT TO BASE MATERIAL SHALL DE BEYOND WAIL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. CML as complying with thoFlodda SHUTTERS ARE NOT REQUIRED. FIA.PE!70592 Building Code pO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE _ CAN '5538 Acceptance No 14 "!� If uu •'n' NOT PART OF THIS APPROVAL E711�ir91ioll Dnlo o° Y v A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 1 r O ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MinnadePradnctComioL-. dr0wing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 2014 ( � W0. -53 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, sheet of 8 UNEQUAL LITES WINDOWS V 3 DESIGN LOAD CAPACITY- PSF WIDTH 114 FLANGE DIMS. SERIES 1030 SERIES 1040 SERIES 1041 SERIES 1062 WIDTH HEIGHT EXT.(+)INT.(-) EXr.(+) INT.(-) EXT.(+)INT.(-) EXT.(+) INT.(-) 0 F. i9-1/8' _65.0 72.5 62.0 62.Q 62.0 75.0 90.0 130.0 24' 65.0_ 72.5 62.0 62.0 62.0 75.0 90.0 130.0 r rF�i as 26-1/2'• 65.0 72.5 62.0 62.0 62.0 75.0 90.0 130.0 �, p 25 0 32'' 50-5/8' 65.0 72.5 82.0 62.0 62.0 75.0 GOA 130.0 /• 37' .(4) 65.0 72.5 62.0 _62.0_ 62.0. 75.0 90.0__130.0_ 40' 85.0 72.5 62.0 62.0 62.0 75.0 90.0 IJ0.0 O 48' 65.0 72.5 62.0 62.0 62.0 75.0 .80.0 130.0 �s p 11 53-1/8' 65.0 65.2 62.0 62.0 62.0 75.0 90.0 130.0 a 19-1/8' 85.0 728 62O 62.0 82.0 75.0 90.0 130.0 0 0.n O 24' 65.0 72.5 62.0 62.0 62.0 75.0 90.0 130.0 LL 2 tv 00 w 26-1/2" 65.0 .72.5 62.0 62.0 82.0 75.0 90.0 130.0 Q 32' 63' 65.0 72.5 62.0 62.0 62.6 _75.0 90.0 130.0 J7' (5) 65.0 728 62.0 62.0 62.0 7b.0 90,0 130.0 Q 40' - - 62.0 62.0 62.0 75.0 90.0 130.0 ai 48' - - 62.0 62.0 62.0 75.0 90.0 1,30.0 53-1/8' - - 62.0 62.0 62.0 75.0 90.0 129.6 UNEQUAL LITES (ORIEL TYPE) 19-1/8' 65.0 72.5_ 62.0 62.0 62.0 75.0 90.0 130.0 a J a 24' 65.0 728 62.0 62.0 62.0 75.0 90.0 130.0 ro It 3 d a 26-1/2" 65.0 72.5 62.0 62.0 62.0 75.0 90.0 130.0 32' ,76" - - 62.0 62.0 .62.0 75.0 90.0 130.0 0 3 Z 37' (6) - - 62.0 62.0 62.0 75.0 90.0 130.01t°y 40" - - 62.0 62.0 62.0 75.0 90.0 130.0 C Z U 48' - - 62.0 62.0 62.0: 75.0 90.0 130.0 i 2 �p 63-1/8" - - 62.0 1 62.0 62.0 75.0 90.0 128.1 w Z 19-1/8" 65.0 72.5 62.0 62.0 62.0 75.0 1 90.0 130.0 Z 3 00 W 24' 65.0 72.5 62.0. 62.0 62.0- .75.0 90.0 130.0 -p in O_no w .26-1/2" 84" - - 62.0 62.0 62.0 .75.0 90.0 130.0 = O Z '12- (7) - - 62.0 62.0 62.0 75:0 90.0 130.0 NOTE: Ln GLASS CAPACITIES ON THIS SHEET ARE z j to oz ,37' - - 62.0, 62.9 . 62.0• '75.0 90.0 130.0 =x' . BASED ON ASTM E1300-09 '(3,SEC. GUSTS)' zo 40" - '.62.0;�62.0 62.0" 75.0 90.0 13a.o W � AND FLORIDA.BUILDING COMMISSION a, z 8 m 19-t/6• sao 72.5 '.62.o sz.a 52.0. 75.0 90.0 130.0 DECLARATORY STATEMENT'DCA05=DEC-2)9 O 24' - - 62.0 62.0 ..62.0'".75.0 90.0 130.0 a 26-1/2" 96" - - 62.0 62.0 62.0 75.0 90.0 130.0 z 32• (8), - - 82.0' 62.0 62.0 7s.0 '90.0 130.0 Z 37' - - 62.0' 62.0 •62.0 75.0 90.0 1,30.0 o e c�r 1/8"ANN.GLASS 3/18'ANN. GLASS 3/16•HEAT STREN'D GLASS' 3/16"HEAT'STREN'D GLASS c LL g 090"Interlayer •090"Interlayer 090"Interloyer 090"Interlayer a� DuPont Butocito PVS Satlex Clear And Color Glass Saflex Clear And Calor Gloss DuPont SentryGlas By'E.I.DuPont Do Nemours&Co.,Inc.' By'Eastman Chemical Co.' By 'Eastman Chemical Co.' By'E.I.OuPont De Nemours&Co.,Inc.' 1/8'ANN.GLASS 3/16'ANN.GLASS 3/16" HEAT STREN'D GLASS 3/16"HFAT 5TREN'O GLASS o SILICONE i m SILICONE z m SILICONE i m SILICONE i al .DOW CORNING 995 rn DOW CORNING 995 rn DOW CORNING 995 m DOW CORNING 995 a o w 31 . c o � 42 L � �i h 3 4 �i 'Engr:JAVAD,ANMAD d f PRODUCT REVISED •g t I CML is complying with lite Pladda n 4y o I I f CAN 53892 Building Code - . Ae"ptunm y4o 4' s 9 5 18 45 18 18 45 45 L>\5vlaail�0018 o° $ v` rd' Ry % _ 1ai�nm•Dode Product Con of draw OPTIONS SERIES 1030 SERIES 1040 SERIES 1041 SERIES 1062 $ 2014 Ing no. W03-53 GLAZING sheet 2 of 8 TYPICAL ANCHORS TYPICAL ANCHORS U YlOOD DU�KSEE ELEV.FOR SPACING IDy "SEE ELEV.FOR SPACING (— U 1 .. WOOD DUCK.. �4 'd4 ° ° 4'aY a.'d• o'' 4' .d a'a,' I' c Q Ila 1A .SLOPED I 45 411 1 a vzi FLAT 45 II II Q n I I II II \ �aa f7 y 11 7 48 46 II 11 11 II 0laa CJI 1 1Q�3�(n a 44 ILxM'+$ 0 a h f 1 42 1I II v M 1$ I Ij Ii 28 OPTIONAL TO a 11 11 SPRING LATCH o Zz' �v 3 pin z Qi' O w d s zQ�p W a4to Sam Of 2C " n am z t 11 It I V) t ` 18 II 1I J Z z j 11 tl Q 'N rA � It ii ! 1i 11 p I !t !3 O p11 11 �i 2 0p n _ II II 5 uq � 15. II y1 c 11 11' I • i 23 t 30 SEALANT: d ALL JOINTS AND FRAME CONNECTIONS SEALED WITH '> t 2 � SCHNEE MOREHEAD SEAM SEALER SM5504. c " En9r.JAYAO AH!'" .} t PRODUCT'REVtSED F C�NCE(70592 GS EeDdnaPI 111 1With the Plorlda. o ° a d A¢ccptanccNo! d; ,,° •9••° ''1. itnlf0I Dale V 9 •� • a E ' o.a •• drawing no. SEE ELEV.FOR SPACING 9f�r tp1 AA k 'Dnda Prodncl Contr +•'P.�. a TYPICAL ANCHORS G 2U1Y' W0353 `...• .. . sheet 4 of 8 1 ITYPICAL ANCHORS ylOOD BUCK CK SEE ELEV.FOR SPACING METAL TYPICAL ANCHORS 26OOD BUCK in STRUCTURE SEE •"d" 'dt" .d e, c',e• ;, a.• ia. ELEV.FOR SPACING OR —DADE COUNTY.APPROVED SREMIAMIM - WOOD a' d° -a e o e•;'- j MULLION&MULLION ANCHORS Ii °•• SEE SEPARATE NOA _ -------------1117 d° go TYPICAL ANCHORS TYPICAL ANCHORS 0, SEE ELEV. FOR SPACING - SEE ELEV.'FOR SPACING d 1BY {{ TYPICAL ANCHORS o WOOp,DUCK., ,I SEE EI.EV.FOR SPADING METAL �[ z U� TYPICAL ANCHORS 2B 0000 BUCK eFti STRUCTURE SEE ELEV.FOR SPACING OR d" 'v •• i' a. MIAMI—DADE COUNTY APPROVED W000 SI U RE MULLION& MULLION ANCHORS C =� SEE SEPARATE NCA o _ 3 Zo-V 1 17! . 6 0 0 " r z ~ TYPICAL ANCHORS ~ 3 p J AL ANCHORS SEE.ELEV.FOR SPACING = O 'SEE,ELEV.ICFOR PACING Ld 3 Q 3 z 06 0 z TYPICAL ANCHORS'"SEE ELEV. FOR SPACING Z WOOD BUCKS AND.'METAL STRUCTURE NOT BY I.W.C. �lA" DIA- TReCDN $y ELGO (Fu�177 KSI,Fk=155 KSI). MUST SUSTAIN,'LOADS IMPOSED $Y GLAZING SYSTEM Z o o . INTO 2BY WOOD.BUCKS OR WOOD,STRUCTURES AND'TRANSFER THEM TO THE BUILDING STRUCTURE. ?cvm 1=1/2" MIN. PENETRATION'INTO W004 - - THRU 18Y BUCKS INTO•CONC. OR MASONRY 1-1/4" MIN.'EMBED INTO CONC. OR MASONRY. $ DIRECTLY INTO'CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY o 0 0A SMS'ORS SELF-DRILLINO SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ff14_,M$_gR'SELF DRILLING SCREWS `o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) Engr.;tAVAO A}iM40PRODUCT RC VISBD •+� s TYPICAI ED09 DISSTANCF, FLA PE 70592 ascumPlyingwithOle ITIedda S CAN.3538 Building Code rif � a INTO CONCRETE AND MASONRY = 2-tf2" MIN. Acrrpiun' E 4 O s INTO WOOD STRUCTURE 1" MIN. E. ipltonDale ! 4 INTO METAL STRUCTURE = 3/4" MIN. . }4t-DadoProdu I nf�i^ drovvmg na. WOOD AT HEAP, SILL'OR JAMBS SO r 0.55 MIN. ( WOing no CONCRETE AT HEAD,.SILL OR JAMBS Pc - 3000 PSI MIN, 2�#4 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN, sheet 5 , $ ITEM NO. PART NO. QUA14TITY DESCRIPTION MATERIAL: MANF,/SUPPLIER/REMARKS [� u ; MIAMI-DAOE COUNTY, TYPICAL ANCHORS 1 .02i-029 1 FRAME HEAD(SLOPED) __ _6_06_3-T6_ ARCH ALUM. 1a� APPROVED MULLION SEE ELEV.FOR'SPACING SEE SEPAIZ,ATE NOA 7p 021-006 i FRAME HEAD(FLAT) 6083-TB ARCH ALUM. o 2 021-002 1 FRAME SILL __ 6063-T6 _ARCH_ALUM. Z 3 021-005 2 FRAME JAMB 6063-T6 ARCH ALUM 4 .022-007 1 MTC.RAIL 6063-T5 ARCH ALUM. Q a 6 022-004 1 VENT TOP RAIL 6063-T5. ARCH ALUM. a U 7 022-001 1.• VENT SOTTTOM RAIL 6063-TS ARCH ALUM. a al 8 -021-003 2 VENT SIDE RAIL _'6063-T5 ARCH ALUM._ _ 18 021-011 4/LITE GLAZING BEAD 6063-T5 ARCH ALUA1. 18A: _.221-012 4/LITE GLAZING BEAD 6063-75. ARCH ALUM. Or G T 9 23 021-000 2/VENT SNAP LATCH(2®3-LG) 6063-T5 ARCH ALUM, Q 4 rQ. 24 025-000 2 ULTRA UFT BALANCE CALDWELL MFG 0 24A 024-000 2 BLOCK&TACKLE BALANCE BSI - a W 3 _ LLZ. -ra 25 006-001 2 SPRING ST ST IND.SPI r _ ss 26 004-005 - UEK BRACKET STEEL CALOWELL MFC a WOL 'WINDOW WIDTH Y71NbO1V WIDTH 26 010-001 - _ SASH STOP RIGID VINYL MASTER TOOL O 28 004-002 - SWEEP LOCK®7"FROM ENDS _METAL SULLIVAN&ASSOC. = U — No 29 016-001 AS REQD. FIN SEAL WOOL PILE ULTRA FAB g ro J N 30 023-001 - FILLED BULB VINYL AMESBURY n TYPICAL ANCHORS31 015-009 - CHIMNEY PLUG •CLOSED CELL FRANK LOWE RUBBR 30 a a SEE ELEV.FOR SPACING TYPICAL ANCHORS SEE ELEV.FJSPACINO 33 008-014 AS REQD. /8X1 PHPH SIRS ST/ST Z_ U N e VENT WIDTH — - Z 34 008-031 2/END #10X1 PHPH SMS __ ST/__ 3: O W M O, D.L. OPG. 1/4" 37 012-001 - SEAM SEALER SM5504 ACRYLIC SCHNEE MOREHEAD Z of U M 1/4"MAX 49 S39 006-010 - #8X1/2 UCFHPH SLIS ST/ST _ SHIM 50 29 40 ' 008-017 - #8X1 1/4 FHPH SMS ST/ST w Z•F=o 24 8 42 015-001 AS'REQD. BULB VINYL VINYL MASTER TOOL z 0'LUa N Z �'OW-ear 42A 015-007 AS'REOD. WEDGE GASKET VINYL - N �a-m< ---___ 45 015-006 - .0.150'SPACER VINYL FRANK LOWE RUBBR �. UZ. 45A '615-004 - 1/16 X:400 SPACER - VINYL FRANK LOWE RUBBR � tn z 46 012-004 - DOW 995 SILICONE DOW CORNING 3 z O O P, - 49 010-010 - SASH GUIDE TOP RIGID PVB M&M PLASTICS Q z N m 1g _ M —___ p 50 010-011 — SASH GUIDE BOT 'RIGID PYB M&Al PLASTICS Y WOOD B ____ _ __—___—__ _ _ ___ __ _ 51 '008-002 — /6X1/2 MPH SMS ST/ST R — WOOD STRUCTUR .v 55 . 003-001' AS REQD. ,ROLL FORM SCREEN FRAME ALUMINUM FLORIDA SCREEN w --SCREEN OPTIONAL ------"---------= C H f H a0 EXTERIOR WOOD BUCKS R p2p qq t�q D.L. OPG. WINDOW WIDTH TYPICAL ANCHORS H m o + 1/4"MAX SEE ELEV.FOR SPACING m o 0 0 0"�•, SHIM OPTIONAL TO 4 ULTRALIFT BALANCE °c--'� a Engr:JAVA4 ANMAO' CA L as conn plyi IgEVIh REVISED FLA. GAN.3 92 538 building do Accc laIWONO q' lirntt0 Dale METAL O • STRUCTURE _—____—_= By + Idimri I ado Pr ucl Controlri drowing no. W03-53 ^ 2��� sheet 6 of 8 --SCREEN OPT. 3.189 �u 406 877 •.287 3.189 F�-.076 'n .094 .500 I o *. 3.239 .500 JOS1.000 tx 1.68 '016 � (• a.062 .062 a G OTMP. r. 0621.750 1.405-T-• dl3.317I A f FRAME HEAD (SLOPED) 1A FRAME HEAD (FLAT) 1,838-- a a�( 0 1.295-11.000 4 FIXED MEETING RAIL Lz� a 2.046 .1oil 1.312 Q w !� 1.104 .750 ' c � 3.095 UJ a .062 078 .562 v J N TVP. .970 1.46 .Os2� 3 F(n-• n j a a -�-4'0'7 TMp' 2.467 0 1+1 u7 3 Z. p� O Mt .1.000 � O U�� .875• I j oa�1 �1 QQ A76 CJ'J K O N 3 FRAME JAMB 1.037 5 VENT TOP RAIL ( 3 a,1Mm m 3.304 'f O Z- O QUO m 2.293 m C,Do v �3 1.334 Z N m O .076 2.aot zs6s 1..00 .078 3.436 -1 ..265 o y . .094 2.670 I o ..535 1.715 .052 03 g$ tj 8 062 -j TMp 1.000 ,oso fR 011 rte. 0-11 111 1.093 1.104 3.114 .903 a c N o .y 2 FRAME SILL 7 VENT BOTTOM RAIL 18 GLAZING BEAD `oo 1.625 O 1.010 .875' 415 c 8 _ En r•JAVAD ANAtAfi 1 9 CML PRODUCT REVISHU __ 1 N -�- 303 FLA.PE Y 0592 mcoinplyiuB wilh Bfe UtoriAs g 1.094 .844 .062 ,970 1.00 -� CAN. B bung Code ,,tt ., n a3' 076 �• oso AcccplaoccNo Y Dpi o d .936 TYF• I. plratiol Dale X1.625 ,903 h- Dy r df0wi0 .8J0 1.000 �A,Iii ade product Co fro � W03-53 23 LATCH a VENT SIDE.RAIL GLAZING'BEAD 20th ,� sheet 7 of 8 m rn a u=3g N o � a \ o2 my�9 b �a u m revisions: '�' a dace: oY-14-03 ALUMINUM SINGLE HUNG WINDOW (L.M.I.) pL-FAROOQ CORPORATION O £ Ugenescrip ENGINEERS&PRODUCT DEVELOPMENTra 'IINNOVATIVE WINDOW CONCEPTS, LLC 1235 S.W.S7 AVETCy , ate. wu1io 2005 CORPORATE DRIVE MIAMI,FLORWA 33174cli rec BOYNTON BEACH, FL. 33426 I -mL 26&e=M FAX.(305)2624975 Oo W chk by: TEL C. )493-2303 FAX.(561)493-2302 COMP—ANI. -531WC