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HomeMy WebLinkAboutNOA # 15-0129.03M IAM1•IDADE 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 (NOA) .ww.miam1dade.g2v/econom1 ES Windows, LLC 3550 NW 491 Street Miami, FL 33142 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_ ProductControl Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 111000/1050" Aluminum Single Hung Window -- L. M.1. APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.1)", sheets 1 through 8 of 8, dated 07/31/03, with revision J, dated 07/14/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA S.A., series, and following statement: "Miami --Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in, advertising literature. If any portion -of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0617.27 and consists of this page 1 and evidence pages E-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 0.. 5.0I29.03 M1AMI DADS COUNTY Expiration Date: November 06, 2018 116 Approval Date: July 30, 2015 '7 f 23Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1008.05) 2. Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.I)", sheets 1 through 8 of 8, dated 07/31/03, with revision J, dated 07/14/15, 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 ASTM F 588-04/ 07 and per FBC 2411 3.2.1, 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-5815 and FTL-5337, dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA's No. 09-1008.05 and 07-0928.14) 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 ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202--94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 05-1448 and HETI-05-1953, dated 04/22/05 and 04/25/05 respectively, both signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA No. 05-0720.01) Manuel Peydz, P. . Product Control L6a ' r NOA No. 15-0129.03 Expiration Date: November 06, 2018 Approval Date: July 30, 2015 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTINUED) 3. 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 ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestrgtion Testing Laboratory, Inc., Test Reports No. FTL-3820 and FTL-3806, dated 06/09/03, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), prepared by Al-Farooq Corporation, dated 10/23/14 and revised on 07/14/15, 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) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Butacite© PVB Glass Interlayer", dated 04/25/15, expiring on 12/11/16.. Manuel Perez, P.E. Product Control Examiner NOA No. 15-0129.03 Expiration Date: November 06, 2018 Approval Date: July 30, 2015 E-2 E S Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated October 23, 2014, signed and sealed by Javad Ahmad; P.E. 2. Laboratory compliance letter for Test Reports No. FT1-5815 and FT1-5337, issued by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel, P. E. (Submitted underNOA's No. 09-1008.05 and 07-0928.14) 3. Laboratory compliance letter for Test Reports No. HETI-05-1448 & HETI--05-1953, issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25/05 respectively, both signed and sealed by Ivonne Ghia, P. E. (Submitted under NOA No. 05-0720.01) 4. Laboratory compliance letter for Test Reports No. FTL-3820 and FTL-3806, issued by Fenestration Testing Laboratory, Inc., dated 06/09/03, both signed and sealed by Joseph C. Chan, P.E. (Submitted tinder NOA No. 03-0910.03) G. OTHERS 1. Notice of Acceptance No. 13-0617.27, issued to ES Windows, LLC, for their Series "1000/1050" Aluminum Single Hung Window -L.M.I.", approved on 09/19/13 and expiring on 11/06/18. Manue Perez, P Product Control Exam NOA No.15-0129.03 Expiration Date: November 06, 2018 Approval Date: July 30, 2015 E-3 1/8" ANN. GLASS SILICONE CORNING 795/983 .090t InterloyerkuraraySentryGBy 'Kuraray America, Inc.' 1/8" ANN. GLASS 4DOW SILICONE C DOW CORNING 795 0 +.'AT ALT, GLAZING OPTIOSQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. 4 POINTS ON LITES THAN 36" w GLASS TYPE 'A' 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS .090" Interloyer .090" Inlerloyer kuraroy SentryGlas By 'Kuraray America, Inc.' kuraray Bulacile PVB By 'Kuraray America, Inc.' 6" FALSE MUNTINS (SURFACE APPLIED) A MAY BE USED ' ro ti a D it Ii II II II II II II ____- y==1t- II II II '/ 11 ry o u u 6 It 11 II II II II I d I I II II z rn 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 47 1/B" I mo Ii 4r 7/11 I 1ol'0 I O.L. OPG. 'a c� D.L. OPG. u w SILICONE SILICONE I 49 15/16 49 15/16" z m DOW CORNING 795 z DOW CORNING 795 VENT WIDTH VENT WIDTH m 53 1/8" 53 1/8" pI I WINDOW WIDTH WINDOW WIDTH I O it AT 1/4 POINTS ON UTES 21 �xl WIDER THAN 36" w GLASS TYPE 'B' 5/32" HEAT STREN'D. GLASS 090" Interlayer kuraray Butacite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'O. GLASS SILICONE .w- o0 DOW CORNING 795 z m z tr / O w 27 AT 1/4 POINTS ON LITES • WIDER THAN 36" 8 GLASS TYPE 'D' — TYPICAL ELEVATION TYPICAL ELEVATION SERIES 1000 (STD. SILL) SERIES 1000 (HI —RISE SILL) 21 AT 1/4 POINTS ON UTES WIDER THAN 36" SERIES-1000/1050 ALUMINUM SINGLE HUNG WINDOW GLASS TYPE 'C' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I/3z" HEAT STREN'D. class CHARTS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SHUTTERS ARE NOT REQUIRED. 090" Interloyer kuroray COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER SentryGlas By 'Kuraray America, Inc: WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING PRODUCTBBVISED MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN, escomplyingwlOttLeFiatlds 1/8" HEAT STREN'D. GLASS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. B�IldingCode S- A D2 AcceptwlwNo 7 Gx Iratlo Dnw Z SILICONE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE By DOW CORNING 795 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY Mi edeProduelCbn HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER i LOADS TO THE STRUCTURE. Engr: JAVAD AHMAD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL O ! EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA. PE p 70592 CAN. 3530 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • NOT PART OF THIS APPROVAL. AT 1/4 POINTS ON UTES 21 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WIDER THAN 36" 'E' MATERIALS INCLUDING BUT NOT I;IMITED TO STEEL/METAL SCREWS, THAT GLASS TYPE COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE q U 20i -JUL REQUIREMENTS OF THE FLORIDA BLDG. CODE. V 1 loll • N m m �+ W N m m N� 4 N -• W P a m N m m p W. N 0% m N m m N m • m N • p � X v '� o V m V V ^m. m . V 4 v m m m N m A W .4i ONI• _ O y m m v N N r J V V V V J V V V V V V V V V V V V J V V J V J V V V V V V J V O J V O O J V O O V J O O V O � Z O Z aro O I I I I I I I O O O O O O O I b O O G G O O C O O O C C O O O O O O o b O O O o O O O C O O b 0 O O 0 0 O O 0 0 O O b O O O o G O O O 0 O 0 o G O b 0 0 O O a r1 a o Z mo o `° o m o I o m m 0 0 o m 00 m o o m 0 m m 0 0 o m 0 +H+ 0 0 0 0 0 0 0 mmo 0 0 m o m m p 0 0 mO 0p ro I I I I I I I 0 0 0 0 b o b o 0 b 0 0 o b p b b b b b o o b 0 0 0 0 b b o b 0 b a K O O N •N+1 i m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m �•. C m �-' C'1 •+) = I I I I I I m I o C m m 0 0 0 0 m 0 1 0 0 0 b b 0 0 O b 0 0 0 b 0 0 0 0 0 0 0 0 0 0 b b 0 0 0 0 0 0 b G 0 0 C O 0 0 b 0 0 0 0 0 0 0 b O 0 0 0 0 0 0 b b 0 0 O O 0 0 b C 0 0 O C 0 0 .- O •q C p •iE p'0 Ul N ? b O � Am 0 0 m 0 0 m 0 0 0 0 m m 0 0 m 0 0 0 0 m 0 0 m m 0 0 m 0 0 o m 0 m m 0 0 0 0 0 0 0 0 m 0 0 m 0 b m o 0 0 R• M m L I I I I I I l o C O o 0 1 b C G G G C O G G O O C O C O C G 0 0 b C o 0 o O o o 0 0 0 o o O I r ' m m mmgmmmmmmmmmmm mommmmmgmmommmgmmmmmmmmommmommm; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o b o 0 0 0 0 0 0 0 0 o c 0 b b o 0 o o o o 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 o b o o+ o m ro e� z m o m m �O0 oo0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0b o0 •O b b b o 0 0 0 O C O O O O O O O O G G G O C O O O O O O O G C O O O C 0 0 j En m H a � A a m A y m I I p O m 0 O a � A N D moDnF mcr�OD�m� Pms`E_'a� 3$§ b�my.g$ rprprn00�vz" o�z a 5O m -4�mC �N4oi'1 Nc '.Ave ma mc)C3 Z� n_ O� -a-= N rn o O rn mzA a n I 0m V C N � v a date: 07-St-03 O W� stole: ,fir e r dr. by HAMID no a e b descripIon O 07.15lm IAMN 0PO3N ADDED R 12.07.11 KO CKMGE TXl$ SNE 7 1 10.24. 14 UPDATED M 2014 FBC J ..14.151 REV. PER RER COMMENTS E: z m. p H Z r•1 V m ro Z + In a o p o rl 0 0 O p ro � �g •+d C] 0 A y N Cm m ti L f~ m QNi m ONI + � m ONI 4 ONI m � m N m N m N m m N m N C O A v A o v m• m ~ y M mC zM J 0 J 0 l V J o 0 1 0 V 0 0 V 1 0 V J 0 0 J 0 0 J V 0 0 0 0 o D r C b b b b o b b b b o b b b b o o b+ �t? q ti �C m R-B-0-- I O G O O O 0 I O C O O O O O0 O O o 0 0 0 0 0 o j y0 b a I r roH m m0 m m o 0 m0 1 m 0 o Io 0�5 m mo 00 I o o b mp Z 0 0 1 0 0 1 0 0 0 1 0 0 0 0 O O O O O O b 0 0 0 0 0 0 0 0 C m 0 m m 0 0 m m 0 0 m m 0 0 m 0 0 m m 0 0 m m 0 0 m m 0 0 m m 0 0 m m 0 0 m m 0 tri n Y b o o b o o c o o b e o c o b b c o o c a ro m 0 m 0 0 0 0 0 0 0 0 0 0 m .0 0 0 y H SERIES-1o00/105o ALUM SINGLE HUNG WDW. (L.M.I.) AL-FAROOQ CORPORATION a E.S. WINDOWS( LLC ENGINEERS & PRODUCT DEVELOPMENT 1=5 S.W_ 87 AVE 3550 N.W. 49 STREET MIAMI, FLORIDA 33174 /� MIAMI, FL. 33142 TEL(305)2848100 FAX.(305)262.697e �r TEL. (305) 638-5151 FAX. (305) 638-5158 _ COMP-ANL\WO3-56ESW TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK TR 0 a 0 a E W O ^ Ed Oa 0 9 0 gf TYPICAL ANCHO SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS UA SEE ELEV. FOR SPACING w m —DARE COUNTY APPROVED m Z aD j ION & MULLION ANCHORS o O SEPARATE NOA 0 Ed IL N o \ N F f o2 900 IL Ixo O� � r Ty' :EE'lECEV�S CHORS Ily O ; 2 FOR SPACING 0 CL r WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 00 o n MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z a o AND TRANSFER THEM TO THE BUILDING STRUCTURE. - F TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 1/4" OIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d P 5p,1 1-1/2" MIN. PENETRATION INTO WOOD o ;; n 3 THRU 113Y BUCKS INTO CONC. OR MASONRY z I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY s M DIRECTLY INTO CONC. OR MASONRY z '� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY rn J W 4 U #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0 II INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") y, 00 v M m INTO METAL STRUCTURES '2 Z 14 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 0 3 z n ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) i o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) V) ¢ w Ed = ANCHOR EDGE DISTANCE I INTO CONCRETE AND MASONRY = 2-1/2° MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = D.55 MIN. 0 9 a S CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. _ C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 5 i 2 SEALANT: 1 3 �� ALL JOINTS AND FRAME CONNECTIONS SEALED WITH i SCHNEE MOREHEAD SEAM SEALER SM5504. y8 o0°c! WEEPHOLES: d 0. W1 = 1-1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END o RODUCTIZBVISDD W2 = 1-5/16" NOTCH AT EACH END s camplyingiWlh the FlmidA i •� luilding Codo /�lJ�� E"11; JAVAD AHMAD CIVIL xpiranutd NO_; //Aj O� Flp, PE / 70592 0 :�pimlion D6le 7 CAN. O �. SERIES-1000 VENT WITH SPRING LOADED LATCHES O drowing no. 1 G 7.0 5 W039 56 a 1-1/4•a q w • a om� n a• xm_ �-� g 1/4• MAX. CNRA 2 STI IIM11T Fri WINDOW HEIGHT' EXTERIOR m a D.L. OPG. ° �0 0 zN --------------- °�. f� o m CxJ m m n mo O 1/4• MAX. c �o x SHIM x ' c a date: p7-31-03 revisions: SERIES-1000/1050 ALUM SINGLE HUNG WK (L.M.I.)AL-FAROOQ CORPORATION a c o no -Cate escn Ion ENGINEERS & PRODUCT DEVELOPMENT r 0 f xole: t/2• t• c o7.ls.os ura ovmcN ApoeO E.S. WINDOWS LLC 1235 S.W. 87 AVE ■r (.!•1 H 12.07.11 SILL WS1RIPPING REV, 3550 N.W 49 STREET MIAMI, FLORIDA 33174 C dr. by: HAMID 1 10.24.14 UPDATED 10 2014 vac MIAMI, FL. 33142 T� (306) 2G"100 PAC (305) 2626976 ehk by: I m•1a.1s REV. PER RER COMMEND' TEL (305) 638-5151 FAX. (305) 638-5158 COMP-ANL\W03-56FSW In W N 0 0 J F• Z. g < �a a O o 0 n U 96 �i O O� a O p'o MIAMI-DADE COUNTY 0 6 ¢ g APPROVED MULLION m SEE SEPARATE NOA TYPICAL ANCHORS O n SEE ELEV. FOR SPACING Q W v7 4J (L W V1{ e .L1 0 ERE $ Q��� O J 3 0 0 Z N 0 0 U z Jr, y 1.1 g Of WINDOW WIDTH _ WINDOW WIDTH 3 V 0 0 0°'M i o o Z 3 J g 3 Z L � o �o l Q un J TYPICAL ANCHORS N un h.l M m r SEE ELEV. FOR SPACING O 1 /4" MAX. O 1/4" MAX. S VENT WIDTH SHIM SHIMS o S OPTIONAL 17 1BY 1/4" MAX. TYPICAL ANCHORS a r a 16 14 7 WOOD BUCKS SHIM SEE ELEV. FOR SPACING X. ® _. - - _... _.. ♦ _ METAL co STRUCTURE y$ o 2 c= 3 v m o TYPICAL ANCHORS x p o o w SEE ELEV. FOR SPACING _ n it PRODUCT REVISED Engr. JAVAD AHMAD a 72 EXTERIOR ; nscoulPlyhlgM1U11hoFladde CIVIL 7 \ 3 8 Building COdc ,/�� �y FLA. PE Y 70592 ^o D.L. OPC. - •° o' Acceplenw ND J.i / O3 C AN.,38 Er i allonDoto ADeS - WINDOW WIDTH PAL^ Product Dh» ERIES-1000 drawing no. SERIES-1050 2015 W03-56 sheet $ of $ ITEM � PART R REQD. DESCRIPTION MATERIAL MANF./SUPPLIfiR/REMARKS 1 ES1001 1 FRAME HEAD 6063-T6 - 2 E51002 I FRAME SILL (STD.) 6063-T6 - 2A ES110f 1 FRAME SILL (HI -RISE) 6063-T6 - 3 ESf003 2 FRAME JAMB 6063-T6 - 4 ES7005 1 FIXED MTG. RAIL (FOR SPRING LATCH) 6063-T6 - 4A ES1051 1 FIXED MTG. RAIL (FOR SWEEP LATCH) 6063-T6 - 5 ES1004 1 STD. VENT TOP RAIL (FOR SPRING LATCH) 6063-T6 - SA ES2004 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCHES) 6063-T6 - 5A.1 ES2004A 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCHES) 6063-T6 ALTERNATE TO SA SB E51052 1 SiO. VENT TOP RAIL (FOR SWEEP LATCH) 6063-T6 - SC ES1053 1 HEAVY DUTY VENT TOP MIL (FOR SWEEP LATCHES) 6063-T6 - SC.1 E51053A 1 HEAVY DUTY VENT TOP MIL (FOR SWEEP LATCHES) 6063-T6 ALTERNATE TO SC 6 ES1006 1 VENT BOTTOM RAIL 6063-T6 - 7 ES1007 2 VENT SIDE MIL 6063-T5 - B ES100B AS ROD. GLAZING BEAD 6063-T6 - BA E51103 AS ROD. SQUARE GLAZING BEAD 6063-T5 - 9 E51009 2/VENT SPRING LOADED VENT LATCH 6063-TS AT 6" FROM ENDS 9A 3032 2/VENT SWEEP LATCH ZAMAK AT f1" FROM ENDS 98 b8 % 1' 2/ LATCH LATCH INSTALLATION SCREWS - FH SMS 10 E57012 1/LATCH LATCH SPRING ST. STEEL - 11 E51010 AS RE00. GLAZING WEDGE SOFT PVC DUROMETER 7035 SHORE 'A' 11A 27-425 AS REQD. GLAZING GASKET EPOM OUROMETER 60t5 SHORE 'A' 12 �8 X 1" 20 FRAME k VENT ASSEMBLY SCREWS CRS PH SMS 13 E51011 2/VENT SASH CAM CELCON - 14 43620-1B7 AS REQD. PILE W'STRIPPINC WITH PLASTIC FIN - AMESBURY OR EQUIV. 15 Q300X190 AS REQD. FRAME SILL W'STRIPPINC - Q-LON2 16 - 2/ VENT BLOCK &TACKLE BALANCE SERIES 120 BY B51 17 - 2/ VENT SPIRAL BALANCE - - 18 E5101J 2 SASH STOP - - 19 E51505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 20 - 1 5/16" BOX SCREEN - OPTIONAL 21 27-372 2/ LITE SETTING BLOCK, 7/16" X 3/ifi" X 3-1/2" LONG EPOM DUROMETER 75f5 SHORE A O > . m .Q p• m f0 N o y'd o p� ar ' Nz _ ya -o i za N N c v N.�. • 1/4• MAX nt r2 r ' 1 /4• MAX. g SHIMS os za � N D r� z N m a m� m� o= AO 1 /4• MAX. m vN rn SHIM a r O N m m ^3 3 TDGga a Ra o o� NCB v� m -0zn .-7 0 ° �•5 `Yz a. ° to s aiw $im '+3v ay - Ed ooz C4i - i v N D 0 s a 0 9 N O a H - C1 N £ a revisions: cG o d�c o7-31-03 SERIES-1000/1050 ALUM SINGLE HUNG WDW. (LM.I.) AL-FAROOQ CORPORATION a ENGINE W �• a�l1/z• - 1• E.S. WINDOWS, LLC �35S rRS&PRODUCT DEVELOPMENT r 3550 N.W. 49 STREET MIAMI, FLORIDA 331.74 C O dr. ey HAMID MIAMI, FL. 33142 TEL.(305) 2G"100 FAX.(30b72626976 OD 0) ° chk, by: TEL (305) 638-5151 FAX. (305) 638-5158 COMP-ANCW03-56ESW no a e escn ion G 07.15.09 LATCH OPTION ADDED H 12.07.11 NO CHANGE THIS SNEEi I 1024J4 NO CHANGE THIS SHEEP J 07,14.15 M. PER RER DOMMENTS �F^- 2.330 809 .062 .96 -q0 .719 813 2.392 8 Q FRAME HEAD 2.190 .062 •77� .500 I{ I--2.26B-�4� 19 FLUSH FRAME ADAPTER 1.130 1.130 1 .328 1 1.344 .062 1.344 .062 .543 l I' C, 2.063 2.063 UUU///'�� I .813 .813 �'+'.250 II GLAZING WEDGE .930 Fes- .930 11 SCALE 1:1 STD. VENT TOP RAIL STD. VENT TOP RAIL OO SERIES-1000 58 SERIES-1050 BASE POLYMER = EPDM RUBBER OENSRY = S = 0±5LbsCal HARDNESS = 70.t5 1.630-�{I 1.630 TENSILE STRENGTH = 905 PSI 0-1 IELONGATION AT BREAK = 273% .930 1.13TEAR STRENGTH = 1.343 Kip/It BRITTLENESS TEMPERATURE _ -40' F COMPRESSION SET = 27R (22h®158'F) 1.250 1.250 .080 .147 2.06J •153 2.063 Z a 0 0 0 O O 0 L, 0 LL 4 0 a) UI Q K� $ LL Z i f7 tMv a w ai n n J Z U Q cceipp p 6 J F j^-2.186-�{ .813 1 122 1.230 1.421 .078 2.3J0 .930 1.242P.05521.400 o �,iR s (� � J a 0 3 oQ Z 7 "�- N vwi lil m � hi t1r-- N N _ to in m r 1 m .*r7 J z u- o M Ina v M 118 .760 Q VENT LATCH .062 .062 .562 1.56O OH.D. VENT TOP RAIL H.D. VENT TOP RAIL SERIES-1000 5C SERIES-1050 1.630- 1.630 '�((�j�I 1.250 .126 1.250 I I .125 .147 2.063 2.063 ILR�II 153 (I^j{jUl 062 .062 I 562 k- 562 .868� .86e H.D. VENT TOP RAIL ea H.D. VENT TOP RAIL SERIES-1000 SERIES-1050 .992-^I .992� 1 �d 1.250 62 7.675 2.113 1.250 062 2.181 994 1.212 1.212 MEETING RAIL MEETING RAIL ® SERIES-1000 4A SERIES-1050 Engr. JAVAD AHMAD CIVIL HA PE j[ 70592 PRODUCE REVISED U.N..Js530 ns complying wilh the Florida Code Acc pnce No ra E. � at Dare �L�,. L 16 201' By Mi eProduNContr0l M-1.344-�I FRAME JAMB �{ I--.147 ,082 bb 837 GLAZING BEAD ^{ �.329 �I .803 ,050 I .837 W- O SQUARE GLAZING STOP .868 �.949 .8131 7 2.188 1.10 .062 .489 1.149 0 VENT BOTTOM RAIL .715 .857 .062 930 L- 1 :L •B1 1.43E O VENT SIDE RAIL 8 o - d g��p 3 P I a 1.335 .874 L ® 2.457 .062 3J 27 .710 { YI- .874 �I Q 2.457 .062 7g7 {1a-2331 FRAME SILL (STD.) 2.502 c ,o o = o o > s 0 n 0 0 \ O g t I�-1_F7g � ---2331 FRAME SILL (HI -RISE) drowing no. W03-56 sheet 7 of 8 is Lp 0 Me a date: o7-sl-os revisions: SERIES-1000/1050 ALUM SINGLE HUNG WOW. (L.M.I.)AL-FAROOQ CORPORATION a c n0 Oe escnp ion ENGINEERS& PRODUCT DEVELOPMENT f O f stele: 1/z- - 1' c o7.1s.aR 1AroH oPnoN ADOM E.S. WINDOWS, LLC IMSS.W.87AVE Crl H 12.07.11 NO CHANGE ims SHEET 3550 N.W. 49 STREET MIAMI, FLORIDA 33174 dr. by: HAMID I 10.24.14 NO CHANGE THIS SHEET MIAMI. FL. 33142 TEL(305) 2645300 FAK(305) 262.6978 U7 'o a O7.la.ls REV. PER RER MMMENIS TEL (305) 638-5151 FAX. (305) 638-51SS COMP —AN L\WO3-56ESW � ehk by: