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HomeMy WebLinkAboutProduct Approval (2) Mi DARE 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) www.miamidade.gov/economy ES Windows,LLC 3550 NW 49"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- 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. ,,1QThis roing the i e eretn, an with the Florida Building Te,includHigh Velocity Hurricane Zone. DESCRIPTION: Series "1000!1050'A Iuminum Single Hung Window- L.M.I. PPROVAI; DOCUMENT. Drawing No. W03-56, titled 'Se 1105 I. e Hung Wdw. (L.M.1)", s tee 4/15, 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. NOA No.15-0129.03 M1AMI DADa COUNTY Expiration Date: November 06,2018 Approval Date: July 30,2015 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 09-1008.05) 2. 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. 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 tinder NOA No. 05-0720.01) Manuel Pe z,P. . Product Control . r NOA No. 15-0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-1 a 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 Fenestr$ation 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 51b 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 GIass 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 D E S Windows,LLC NOTICE OF ACCEPTANCE: ENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, omplying with FBC 5"Edition (2014), and of no financial interest, dated October 23, 014, signed and sealed by Javad Ahmad;P.E. 2. Laboratory compliance letter for Test orts No. FT1-5815 and FTL-5337, issue by Fenestration Testing Laboratory, Inc., a 13/09 and 01/25/08 r ely, both signed and sealed by Michael R. Wenzel,P. E. (Subrnitted tinderNOA-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 tinder NOA No. 05-0720.01) 4. Laboratory compliance letter for Test Reports No. FTL-3820 and FT1-3806, issued by Fenestration Testing Laboratory, Inc., dated 06/09/03, both signed and sealed by Joseph C. Chan,P.E. (Submitted tinder NDA 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. Manuel Perez,P Product Con troI Exam NOA No.15.0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-3 1/8"ANN. GLASS SILICONE 4� DOW CORNING 795/983 6"MAX. 10" 0 090' Inlarlayer m HEAD/SILL HEAD/SILL I kuroroy SentryGlos 2 m 10' MAX, 6 MAX. CORNERS A z ro 3 By•Kuraroy America, Inc.' "� 11A q HE4D/SILL HCR SILL O W J �i 'I ALSE MUNTINS F. 1/8"ANN. GLASS '^ BA II (S RFACE APPLIED) A �2 a a. MAY BE USED a• G d SILICONE 'I D / 0 u w DOW CORNING 795 '•a L3 /� m O m O I ALT. GLAZING OPTION �/ ii 0 B1 Q N o ¢o ' SQUARE GLAZING STOP CAN BE USED Q ^— WITH ALL GLASS TYPES SHOWN ON t0 0 a: THIS SHEET. — ^ a uN1 r`•o AT 1/4 POINTS LITES z if ii 1a u io c5 .1 Z07 1 IDER THAN 3 To la a if ° Q 4I GLASS TYPE 'A' Ox ° n n A n II ,/ II 1/8"HEAT SIR .GLASS 1/8"HEAT STREN'D.GLASS � � (, II II C1 � .090'Inlerlayer 090"Intedoyer --- - -- — o kuraray SentryGlos kuraray Bulocile PVB By 'Kuraroy Americo, Inc.' By 'Kuraroy Americo, Inc.' mw w o 1/8"HEAT STREN'D. GLASS 1/8"HEAT STREN'D. GLASS 47 1/8- rc 47 1/8- I /8"I O.L. OPG. D.L.OPG. d I 49 15/16" 49 15/16" J LL w SILICONE SILICONE z m DOW CORNING 795 z DOW CORNING 795 VENT WIDTH VENT WIDTH ¢ U �C4 rn m 53 1/8" 53 1/8" o 0 0) I III WINDOW WIDTH WINDOW WIDTH o 0 M °° wm low Z3_j10 N m 0 3 2 LL in TYPICAL ELEVATION C EVATIO 0 O p D II II SERIES 1000 (STD.SILL) SERIES 1000 (HI—RI SILL) W�¢v H M Z p r O w 21 AT 1/4 POINTS N LITES 21 AT 1/4 POINTS ON LITES , WIDER THAN WIDER THAN 36" SERIES-1000/1050 ALUMINUM SINGLE HUNG WINDOW ' GLASS TYPE 'D' GLASS TYPE 'C' d M DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER B CHARTS SHOWN ON SHEET 2. pp 5/32"HEAT D.GLASS 5/32' HEAT STREN'D. GLASS c o N u THESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SHUTTERS ARE NOT REQUIRED. 090"Interlayer 090"Interloyer COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER o a kuraray Butray Ate PVB kuroroy SentryGlos WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING w By Kuraroy Americo, Inc.' By Kuraroy America, Inc.' PRODTICTgwiLli ED g MIAMI—DAOE COUNTY APPROVED MULLIONS IN BETWEEN. es complying WlW tAe Florida 1/8"HEAT STREN'D.GLASS 1/8'HEAT STREN'D.GLASS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL H."14Codo 5,_ [a D� WILL APPLY TO ENTIRE SYSTEM. AcccplmlcoNo V /b .. ,e Ex IradanDatov$ -r .I—CJ oao o"_ SILICONE SILICONE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE By `; = 6 DOW CORNING 795 m DOW CORNING 795 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY NI cProd uet Con o m o u x_ rn rn HURRICANE ZONE (HVHZ). o II' m II'I WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER II LOADS TO THE STRUCTURE. •I I i I Engr:JAVAD AHMAD I' III' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML 7 D A d D II 0 FLA.PE R 70592 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN.,3538 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 0 NOT PART OF THIS APPROVAL. a AT 1/4 POINTS ON LRES AT 1/4 POINTS ON LITES A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. w 21 WIDER THAN 36" 21 WIDER THAN 38' drawing no. MATERIALS INCLUDING BUT NOT(IMITED TO STEEL/METAL SCREWS, THAT W03-56 GLASS TYPE 'D' GLASS TYPE 'E' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE y U nOl GLAZING OPTIONS REQUIREMENTS OF THE FLORIDA BLDG. CODE. JUL �V 1 L sheet I of$ r EQUAL LITES WINDOWS UNEQUAL LUTES (ORIEL TYPES) WINDOW'S � U DESIGN LOAD CAPACITY- PSF(III-RISE SILL) DESIGN LOAD CAPACITY - PSF(III-RISE SILL) �� STANDARD HEAVY DUTY STANDARD HEAVY DUTY TOP RAIL TOP RAIL TOP RAIL TOP RAIL ID "1 GLASS TYPE GLASS TYPES GLASS TYPES GLASS TYPE GLASS TYPES GIASS TYPES O m J WINDOW DIMS. 'A' 'E',V.'0'&'E' 'R','C','D'&'E' WINDOW DIMS. 'A' 'B', 'C','D'&'E' 'B','C', 'D'&'E' W za WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1W.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) )" a 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 - -- - 19-1/8" 70.0 8D.0 80.D 90.0 80.0 90.0 O o 26-1/2' 70.0 BOA 80.0 90.0 80.0 90.0 z 26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 d�u 37" 26' 70.0 80.0 80.0 90.0 80.0 90.0 % n 37' 50-5/8' 70.0 80.0 80.0 90.0 80.0 90.0 GDj LL 42" (3) 70.0 80.0 80.0 90.0 80.0 90.0 = i N o< 42" (5) 70.0 80.0 80.0 90.0 80.0 90.0 Q n 49" 70.0 80.0 80.0 90.0 80.0 90.0 n 49" 70.0 B0.0 80.0 90.0 80.0 90.0 V O e1 53-1/8" 70A 80.0 80.0 90.0 80.0 90.0 � n 53-1/8" 70.0 74:a. O 90.0 80.0 90.0 Q�& 117 00 0 80.0 90.0 80.0 90.0 Yil2 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 C)IL a O `I 26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 I 26-1/2" 58° 70.0 80.0 80.0 90.0 80.0 90.0 co 80.0 90.0 80.0 90.0 I W u� I 37' (5) 70.0 80.0 80.0 90.0 80.0 90.0 Q moi,�i N 42' (4) 70.0 80.0 80.0 90.0 80.0 90.0 ff4� -�IIII 42" 70.0 60.0 80.0 90.0 80.0 90.0 S Z N 49" 70.0 80.0 80.0 90.0 80.0 90.0 49" - - - - 80.0 90.0 Q 0 N 53-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8 70.0_ 80.0 80.0 90.0 80.0 90.0 IJ ei 19-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 26-I/2" 63' 70.0 80.0 80.0 90.0 80.0 26-1/2" 70.0 80.0 60.0 90.0 80.0 90.0 37' (6) 70.0 80.0 80.0 90.0 80.0 90.0 O 90.0 " - - - - BO. J i 37" 50-5/8° 70.0 80.0 80.0 90.0 80.0 90.0 42 - 42° (5) 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 611" 70.0 80.0 80.0 90.0 80.0 90.0 49" 70.0 80.0 80.0 90.0 60.0 90.0 26-1/2' (G) 70.0 80.0 80.0 90.0 _ 80.0 90.0 53-1/e' 70,0 80.0 80,0 90,0 80.0 90.0 - '^ 37" - 80.0 90.0 i 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 74-1/4" 70.0 80.0 1 80.0 90.0 80.0 1 90.0 �H U v 26-1/2' 70.0 80.0 80.0 90.0 B0.0 90.0 26-1/2" (7) 70.0 80.0 80.0 90.0 80.0 90.0 z ril y W 37" 5B' 70.0 80.0 80.0 90.0 80.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ? _ 42" (5) 70.0 80.0 80.0 90.0 80.0 90.0 LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. 49" 70.0 80.0 80-0 90.0 80.0 90.0 o O in Kl ro 53-1/8' 70.0 60.0 80.0 90.0 80.0 1 90.0 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 $ ?i 2 t''V� --POO 80.0 90.0 80.0 90.0 I o- 37" 63" 70.0 80.0 80.0 90.0 80.0 90.0 W 07 Lo Q q .0 80.0 90.0 80.0 90.0 49° 70.0 80.0 80.0 90.0 80.0 90.0 5 SA �'I O 53-1/8" 70.0 80.0 80.0 90.0 60.0 90.0 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 4 4 4 26-1/2' 70.0 80.0 80.0 90.0 80.0 90.0 W 37" 68' 70.0 80.0 80.0 90.0 60.0 90.0 42" (6) 70.0 80.0 80.0 90.0 80.0 90.0 PRODUCT REVISED $ 5 as complying will,the Flo ride ° W o 49" 70.0 80.0 80.0 90.0 80.0 90.0 Du11dIr1g Code A�„•, O� g g 53-1/8" - - - - 80.0 90.0 Accepimtcey g 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 IhrpiroD011 Dale moo-4 v 5 S 80.0 90.0 80.0 90.0 STD, TOP RAIL J{EAYY DUTY TOP RAIL Nomm ado duct Con rA 37' 74-1/4' 70.0 -!2a- o.o 90.0 80.0 90.0 S-1000 S-1000 NO - 42' 7 0.0 80.0 80.0 90.0 80.0 90.0 a a 4n aA aA GLASS CAPACITIES ON THIS SHEET ARE a N d ==400 5c.1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) .� a r_ s3-1/8" - - - - 80.0 90.0 sB Sc AND FLORIDA BUILDING COMMISSION D.o 90.0 DECLARATORY STATEMENT DCA05-DEC-219 80.0 90.0 Q e (7) 80° En9r.JAVAD AHMAD � 80.0 90.0 IIII - IIII I�I�n{�III`' CML i n UV4� Uvu FLA.PE" 38 p 80.0 90.0 C.A.N. 70 d •, }' B0.0 90.0 S � $ • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. ==odrawing no. STD.TOP RAIL HEAVY DUTY TOP RAIL 6kO 2015 W03-m S-1050 S-1050 sheet 2 of 8 'I 1 TYPICAL ANCHORS SEE ELEV.FOR SPACING TYPICAL AN RS 1BY SEE ELEV. FOR SPAC G WOOD BUCK 2*411 c< Ed °a u' METAL MIAMI-DACE COUNTY APPROVED m Z e 4—a°• a:'Q 4 a a STRUCTURE SEESEPARATENOA ANCHORS o C k Fp Q Ed Ed Ed .00 0IL V 1 � h TYPICAL ANCHORS w fT o i V TYPICAL ANCHORS SEE ELEVS. 17 K>m o 11 SEE ELEVS. FOR SPACING FOR SPACING OIL p g�W WOOD CKS AND METAL STRUCTURE NOT BY E.S. WINDOWS a¢ n MU SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q w e H D TRANSFER THEM TO THE BUILDING STRUCTURE. J �$ j 10 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) " i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 11 n.i i' gp•1 1-1/2" MIN. PENETRATION INTO WOOD yi iu 3 THRU 1B BUCKS INTO CONC. OR MASONRY e e D I B D g Q 1-1/4" MIN. EMBED INTO CONN. OR MASONRY LI as II 5 DIRECTLY INTO CONC. OR MASONRY J 1-1/4" MIN. EMBED INTO GONG. OR MASONRY J w B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) N cn O O i O D ALT. O: INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8' O n i INTO METAL STRUCTURES o Z 3 J I 1. a I to I 1a 4 t la STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) g 3 z 0 i ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) i o W i I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W 0 a � M sv o j Ed = ANCHOR EDGE DISTANCE W I _ oI i INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. w INTO METAL STRUCTURE = 3/4" MIN. B a d o � o WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. =8 CONCRETE AT HEAD. SILL OR JAMBS Pc 3000 PSI MIN. `o g a"�'fi C-90 HOLLOW/FILLED BLOCK AT JAMBS If m 2000 PSI MIN. o B � 11 G rc O i _ �i Q Ni'Y K d B D I SEALANT: 1 I I j o ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 10N., o I y+a SCHNEE MOREHEAD SEAM SEALER SM5504. v Q- 14 FnqUIIU w I \w... ��n_no- Wl i g `2 t �, $ WEEPHOLES: "> -S W2 IS N o 2A x t r v C r_ L C W1 = 1-1/2" X 3/16° WEEPHOLES AT 4" FROM EACH END 2 PRODUCT REVISED W2 = 1-5/16" NOTCH AT EACH END ascomplyingwiththa ladda i •n Duitding COdo Q Engr:JAVAD AHMAD PZ ,03 CML da 1..Yslioa Datc FIA.PE d 70592 0 d CA 3538 � a 8 Liu-1 e .."d4Product 'ono < a i v drowing no. TYP L ANCHORS Ed s = ° SERIES-1000 J IL 1(i 1,0 5 W03-56 ' ^ Ed ELEV. VENT-WITH SPRING LOADED LATCHES OR SPACING sheet 3 of$ sa WINDOW HEIGHT Vl OEXTERIOR O O m D.L. OPG. o o� e � z 1_1/p^d --------m SCREEN OPTIONAL -----------a-- L)N 4 c a� � I e o - .a 1/4"MAX. c VENT HEIGHT S SHIM x zmv tt� mm� x ar_ 2 1/2" i 1/4 MAX. STD.SILL X0 SHIM LIMIT EXT.(+)LOAD y TO 70 PSF a n SCREEN OPTIONAL o Lam' �c a � � a mo ov D.L.OPG. VENT HEIGHT p s 1/4'MAX. HI-RISE SILL SHIM LIMIT M(+) LOAD O y 3 $W TO 80 PSF dr ag O =c��C �, s E�_•� o m 1 O n m o no x �3g o me u Bole: 07-31-D3 revisions: SERIES-1(100/1050 ALUM SINGLE HUNG WDW.(LM.I.) AL-FAROOQ CORPORATION a ' no 0 e escrl wn 0 o � ENGINEERS&PRODUCT DEVELOPMENT .�. O E scu� le; G 07.15.09 WTCH OPTION ADDED E.S. WINDOWS, LLC 'r' 1/2'- 1' 1235 S.W_87 AVE �p H 12.o7.1t SILL WSIRIPPINC RE"' 3550 N.W. 49 STREET I MIAMI,FLORIDA 33174 /� ar.br• HAUID 1 10.24.14 UPDATED TO 2014 FSC MIAMI, FL. 33142 TEL(305)2648100 FAX(305)2626978 v CIl a m.ta.tsl REV.PER RER CONMENR TEL 305 638-5151 FAX. (305 638-5158 W chk.by: C ) ) COMP-ANL\W03-56ESW, e ITEM M PART d READ. DESCRIPTION MATERIAL MANF./SIIPPI.IF.R/REMARKS y.0 W 1 ES1001 1 FRAME HELD 6063-T6 - I 2 ES1002 I FRAME SILL(STD.) 6063-T6 - o 2A ES1101 I FRAME SILL(HI-RISE) 6063-T6 - 0 m � 3 ES1003 2 FRAME JAMB 6063-T6 - 4 ES1005 I FIXED MTG. RAIL (FOR SPRING LATCH) 6063-T6 - y N a. G 4A ES1051 1 - FIXED MTG.RAIL(FOR SWEEP LATCH) 6063-T6 - 4 ro v 5 ES1004 I STD.VENT TOP RAIL(FOR SPRING LATCH) 6063-T6 - LL�ij 5A ES2004 1 HEAVY DUTY VENT TOP RAIL(FOR SPRING LATCHES) 6063-T6 - SA.I ES2004A I HEAVY DUTY VENT TOP RAIL(FOR SPRING LATCHES) 6063-T6 ALTERNATE TO 5A 5B E51052 I STD.VENT TOP RAIL(FOR SWEEP LATCH) 6063-T6 - a C P1 eee0111 MIAMI-DADE COUNTY 5C ES1053 I HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES) 6063-T6 - G 0.Q O APPROVED MULLIONO TYPICAL ANCHORS 5CA ES1053A 1 HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES) 6063-T6 ALTERNATE TO SC to m G SEE SEPARATE NOA O: a SEE ELEV.FOR SPACING _ES1006 I VENT BOTTOM RAIL 6063-T6 - LL W In c ES1007 2 VENT S1DE RAIL 6063-T5 - .J D-UZ,LLUy) 8 ES1008 AS ROD. GLAZING DEAD 6063-T6 BA ES1103 AS ROD. SQUARE GLAZING BEAD 6063-TS - 0 9 ES1009 2/VENT SPRING LOADED VENT LATCH 6063-T5 AT 6"FROM ENDS = m 9A 3032 2/VENT SWEEP LATCH 2AMAK AT 11••FROM ENDS o © ® 0 9 b6 X 1' 2/LATCH LATCH INSTALLATION SCREWS - FH SMS o 0 E51012 1/LATCH LATCH SPRING ST.STEEL - 11 E51010 AS REOD. GLAZING WEDGF. SOFT PVC DUROMETER 7015 SHORE'A' z _ i 11A 27-425 AS REOD. GLAZING GASKET EPOM DUROMETER 60±5 SHORE'A' U 12 #8 X I" 20 FRAME h VENT ASSEMBLY SCREWS CRS PH SMS J w 13 ES1011 2/VENT SASH CAM CELCON - Of WINDOW WIDTH WINDOW WIDTH 3r. 14 43620-187 AS REOD. PILE W'STRIPPINC WITH PLASTIC FIN - AME58URY OR EDUN. O 15 030OX190 AS REOD. FRAME SILL W'STRIPPING - Q-LON2 0 a I.Mj m 16 - 2/VENT BLOCK h TACKLE BALANCE SERIES 120 BY BSI Z 17 - 2/VENT SPIRAL BALANCE - - g Z o 18 ES1O13 1 2 SASH STOP a" TYPICAL ANCHORS 19 E51505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL M SFE ELFV., FOR SPACING 20 - 1 5/16"BOX SCREEN - OPTIONAL 0 21 2/2/LITE SETTING BLOCK.7/16"X 3/16"X 3-1/2'LONG EPDM DUROMETER 75±5 SHORE A q 1/4" MAX' O VENT_WIDTH Mo. z SHIM SHIMS c S o S OPTIONAL 17 1BY 1/4' MAX. TYPICAL ANCHORS 2 8 z o a 16 14 7 WOOD BUCKS SHIM SEE ELEV.FOR SPACING _ `u $ X... METAL STRUCTUREo-. ..- _ _ _ _ ...._ TYPICAL ANCHORS o w SEE ELEV. 0 o FOR SPACING o 11 PRODUCT REVIsED Engr.JAVAO AHMAD u 12 EXTERIOR , -colnPlYAIgulthi6aFloddn CML 3 8 Building Cod0 FLA.PE pp 70592 D.L.OPG. vAccepimco Nu7.��' 081 C.A.N.3 38 U.iNllon DoW - WINDOW WIDTH By O M1tt• Frodum ' ERIES-1000 drawing no. SERIES-1050 JUI. 1 2015 W03-56 sheet 5 of 8 J y„V w TYPICAL ANCHORS 1p SEE ELEV. FOR SPACING jr TYPICAL ANCHORS SEE ELEVS. FOR SPACING Z 3 METAL MIAMI—DADE COUNTY APPROVED p _ p STRUCTURE MULLION& MULLION ANCHORS F Elf Ed SEE SEPARATE NOA Q n a Ed Oo 0 p U °a ao s Co N � 19 paaoH Apo-r, I 1s ALT. a 3 0 6 TYPICAL ANCHORS {L Z N_0 SEE ELEV. FOR SPACING O J � 3 z '^ x n W Of 1/4°MAX.. ALT. M n SHIMS - 19 Z 3 J _ La M O ° G s 'a o s vgoo� © TYPICAL ANCHORS ALT. SEE ELEV.FOR SPACING 19 u in O PRDDUCTRBVISUD rr o Engr:JAVAD AHMAD " .. nsc—plylnowth cillodda cnnL DuildlM Code FLA.PE-7059E ^ s Acccpinnco No O� CA.N.3538 X Ed, E.iratan D.tc c D'D TYPICAL ANCHORS SSE'ELEV.FOR SPACING By Midi ade Product Ccalrol drawing no. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER JUL _ 2015 W03-56 sheet 6 of 8 }^-2.330 1.130 1.150 `, .328 F- `7f� 062 .969 /50 .)_ .062 1.344 .062 1.344 .062 .543 D n J q' .719 .813 -1 •770 vt�`t •500 2.063 I 2.063 L- Q �. mak- --ice .250 f"0 n 0 813 813 �d 2.392 2.268 II GLAZING WEDGE a LL) .930 F- .930 F-- 11 SCALE 1:1it a ♦Z Q FRAME HEAD 19 FLUSH FRAME ADAPTER STD. VENT TOP RAIL STD. VENT TOP RAIL BASE POLYMER= EPDM RUBBER �2.186� .813 O SERIES-1000 58 SERIES-1050 V H DENSITY= 10.26 Lbs/Gal O t� 1.630 HARDNESS =7015 a C P7 0 I.6J0 TENSILE STRENGTH =905 PSI c IL Q .t 1 122 ELONGATION AT BREAK = 2732 0 0 r ,} 930 .830 1'130 TEAR STRENGTH = 1.343 Kip/ft BRITTLENESS TEMPERATURE_ -40' F Q W 3 ry N COMPRESSION SET=272 (22h®158'F) Z N.: 2.330 t.I3t 1.421 1.250 1.250 .080 .a f7 trot/ J 1.212 .062 1. 0 I .147 2.063 •153 2.063 a w.i .760 d .062 .052 O 11.344-�I -X4.5621- I x.562 Q FRAME JAMB O9 VENT LATCH 3 _ H.D. VENT TOP RAIL H.D. VENT TOP RAIL SA SERIES-1000 5C SERIES-1050 �{ [-.329 w v �i 1 .147 �I 1.6J0--^j ^---1.630 z II I J .801 J ,062 •B03 •050 IIIIf_T�(y",F�I�III �4-I1 I 1.250 125 1.250 t-1vI-1 .125 vi .B37 k- .837 M- .147 2.063 •153 2.063 GLAZING BEAD SQUARE GLAZING STOP .062 - .062 0 3S 2i off^ .868 -^.sas`'� JIui 162 fiz4� a 7--.715 .868 F- .868 I ---� .813 .857 .062 930 sat H.D. VENT TOP RAIL SG H.D. VENT TOP RAIL Fu SERIES-1000 SERIES-1050 2.188 �� .813 I� -.9921 S 1.250 .062 yll I I 3 .489 1.434 0$o r Qi VENT SIDE RAIL 3 1 c g 1.149 .082 1.675 .062 5 rc 1.250 1.250 994 © VENT BOTTOM RAIL 2.457 2.457 c v N 1.212 1.212 0 0 ^ n N one .062 MEETING RAIL MEETING RAIL ® SERIES-1000 4A SERIES-1050 [11 IN .062 3.127 2.502 n 1.335 En9r:JAVAD AHMAD i o .710 CML i �3 FIA.PE k 70592 y ) PRODUCT REViSli CAN.35J8 a .87I4 ,871 4 m complying lvith tho Florida t L 74 Building Code =O [6 A Itatlol IOWA '1.6791.679 Es mlm llo WZ0 drawing no. 2.331 z.3J,- L 1 G 201 i W03-56 By Q FRAME SILL (STD.) ® FRAME SILL (HI-RISE) M1 c oduclControl sheet 7of8 PRE o > kbol CM s i vreison : 4 able: 07-31-03 (SEPJES-1000/1050 ALUM SINGLE HUNG WOW.(LM.I.J)n[AL-FAROOQ CORPORATION no de Y escnD 10 a G 07.15.02 LATCH 0 N AMED E.S. WINDOWS, LLC ENGINEERS&PRODUCT DEVELOPMENT (A 5 — 1=5 S.W.87 AVE H 12.07.11 SHEr 3550 N.W. 49 STREET MIAMI FLORIDA 331-74 7 1024.14 s smea— El —=I. 7 F.1—415 flEV.PER RER COMNEMS MIAMI, FL. 33142 TEL(305)264-8100 FAX(305)262-6978 c Cn CT enk by. TEL (305) 638-5151 FAX. (305) 638-5158 COMP-ANL\V103-56ESW