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HomeMy WebLinkAboutProduct Approval (6) MIAM!• �ti1IAb•11—DADE COUNTY o DADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) H 805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) wivw.miamidade.sov/economy ES Windows,LLC 10.653 N.E.Quaybridge Ct. Miami,FL 33138 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building C cr urrrcane one. DESCRIPTION: Series"1500"Aluminum Fixed Window-L.M.I. L DOCUMENT: Drawing No. W03-57, titled "Ser' - mmum Fixed Window (L.M.I.)", sheets 01 throng o , a e , with revision "F" dated 08/22/14, prepared by At- 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, America Latina, 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 proces*..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. 13-0617.26 and consists of this page I and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-0923.08 QM1IMDADE COUNTY Expiration Date: November 06,2018 Approval Date: February 12,2015 '� Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections.. (Submitted under NOA No. 03-0910.01) 2. Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 01 through 07 of 07, dated 07/31/03, with revision "Y' dated 08/22/14, prepared by Al—Farooq Corporation, signed and scaled 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 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5339,dated 02/11/08,signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA No. 08-0417.06) 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 along with marked up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5054,dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0308.05) 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 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTI --3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.08 Expiration Date: November 06,2018 Approval Date: February 12,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010, and with FBC 5"'Edition(2014),prepared by Al—Farooq Corporation, dated 09/10/2014 and 02/09/2015, 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) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Sentry GIass@ Interlayer"dated 05/26/10,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. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5°i Edition (2014), and of no financial interest, dated 08/14/14,signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance to, complying with FBC-2010, and of no financial interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad,P.E. (Subinitted partially under previous NOA No. 12-0223.41) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Subrnittdd partially tinder previous NOA No. 12-0223.41) 4. Laboratory compliance letter for Test Report No. FTL-6236, issued by Fenestration Testing Laboratory,Inc.,dated 06/15/10, signed and sealed by Jorge A. Causo,P.E. (Subntitted under previous NOA No.- 12-0223.41) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P. E. (Sitbrnitled ititder previous NOA No. 08-0417.06) 6. Laboratory compliance letter for Test Report No. FTL--5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Subntitted under previo"its NOA No.08-0417:06) 7. Laboratory compliance letter for Test Report No. FTL-5054, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Siib»titted under previous NOA No.06-0308.05) Jaime D.Gascon,P Product Control Section Supervisor NOA No. 14-0923.08 Expiration Date: November-06,2018 Approval Date: February 12,2015 );—2 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATE yIENTS (CONTINUED) 8. Laboratory compliance letter for Test Reports No.'s FTL-3810, FTL-3819 and FTL-3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/14/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under previous NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 13-0617.26, issued to ES Windows, LLC, for their Series "1500;' Aluminum Fixed Window — L.M.I., approved on 09/19/13 and expiring on 11/06/18. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.08 Expiration Dater November 06,2018 Approval Date: February 12,2015 E-3 ' 6"MAX. 12"MAX ^� FROMENDS ( A HEAD/Slll SE AfUMINS In SU CE APPLIED) Mo MAY USED C - N O O U II II a p u O� � of ;I a Oa¢o W 'm C7 ;I II O y O N o n o Oto J z J W eNl WINDOW �eWINDOW o� 3 : x �m L J o w 44 3/8" w z uj Q m n D.L. OPG. s �i l` WINDOW 11 WINDOW 1 1 o ¢ O r M 1 48" e E o 0 N r— , r————., WINDOW WIDTH N Z 3 3 z � I I � I I TYPICAL ELEVATION zJ ': zJ I lil Nn _I_ J SERIES-1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDEQ WIN001 1VIIDTH OW WIDTH 1 WINDOW WIDTH I LL COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER _ o LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL MIAMI—DADE COUNTY APPR'0 WINDOWS USING MIAMI—DADE COUNTY c g o 0 0' ————1 ——— r APPROVED MULLIONS IN BETWEEN. °2$ s I I I I rxovucrncvlSBD z I I o i, WILL APPLY TO ENTIRE SYSTEM. as comply[n®wilh Wuf'torida 2 o F d i DAMCodc Q AccePtenco No I 3 I 3 3 I I pj DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS �y pyp i• z0 n L J SHOWN ON SHEET 3. 1. m flO PtpdOCl CaDlral� O $H THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ' $ o WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH HURRICANE ZONE (HVHZ). THESE WINDOWS ARF. RATED FOR LARGE & SMALL MISSILE IMPACT. c —— WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT.REQUIRED. r— ——I LOADS TO THE STRUCTURE. — o Engr.DAVM,WANp i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Ml 3 I I EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.P �ossz � 3 3 CAI. 539 . ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. U ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Browing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE EE 2014 W03-57 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet�of 7 ' 1/8"ANN. GLASS SILICONE SILICONE 4u .090"INTERLAYER C DOW CORNING 95/983 � � *D.11 CORNING 795/983 BUTACITE PV8 BY'DUPONT' N N �.. yq�1/8"ANN. GLASSC I W z SILICONE 2 w DOZY CORNING 795yADHESIVE O U FOAM TAPEoOPTIO m O5 V O el �- 5/16" LAM. GLASS 7/18" LAM. GLASS O a¢a o0 co 5 ALT LAZT G OPTIONS Q ; SQUAR ZING STOP CAN BE USED WITH ALL J w Q TYPES SHOWN ON THIS SHEET. GLASS TYPE 'A' OF 3/16"ANN.GLASS 3/16"ANN.GLASS n I .090" INTERLAYER .090"INTERLAYER 3 r SENTRYGLAS BY'DUPONT' BUTACITE PVB BY'DUPONT' Z 1O 3/16"ANN. GLASS 3/16"ANN. CLASS n w } SILICONE SILICONE J m DOW CORNING 795 Ig DOW CORNING 795 .J Li ? m ADHESIVE i y ADHESIVE z OO¢1D 6A FOAM TAPE6. FOAM TAPE 3 n II II ] N M n � OPTIC I I, ��^ OPTIO I II � Q II II II II Z u Q h � Ilu tI� pII � 3z o -n t VIN � o_ o W N N 5 5 O GLASS TYPE 'B' GLASS TYPE 'B1' ©s� o �s w 3/16"HEAT STREN'D.GLASS 3/16"HEAT STREN'D. GLASS 5/32'HEAT STREN'D. GLASS ,090"INTERLAYER .090"INTERLAYER ,090"INTERLAYER SENTRYGLAS BY'DUPONT' BUTACITE PV8 BY'DUPONT' BUTACITE PV8 BY'DUPONT' PRODUCT REVISED 3/16"HEAT STREN'D. GLASS 3/16'HEAT STREN'D. GLASS Bll CemP1Y�9`" ILo PI_dde ,O --- < llu0dlnl[(bdc _ 1/4"HEAT STREN'D. GLASS Amptmuo No y c c o c SILICONE SILICONE SILICONE ,/ ioryDew Zd� 'n °8 :s N 4" In D0Y7 CORNING 795 Ig DOW CORNING 795 DOW CORNING 795 > o w LL ADHESIVE ? ADHESIVE i m ADHESIVE Deda PloduU Control R. li II FOAM TAPE s 6. li II FOAM TAPE 6,1 II II FOAM TAPE _ OPTII I, �c7 OPTIO I, �m OPTIO m N N I I Engr.JA1'AO A}IAND CML --p II I� II II I III FLA.PE�70592 6 If II II i ,I I� If II II CAN. 53R a5. a ,--� 5 � 5 C 5 drawing no. GLASS TYPE 'C' GLASS TYPE 'Cl' LJ GLASS TYPE 'C2' S A 2014 W03-57 sheet 2 0( 7 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �U 'C' ANCHOR TYPES'A'&'C' ANCHOR TYPES'B'& ANCHOR TYPES'A'&'C' ANCHOR TYPES'B'&'C' n GLASS TYPE GL155 TYPES CUSS TYPES CUSS TYPE GLASS TYPES CUSS TYPES GLASS TITS CUSS TYPES GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES N WINDOW DIMS. 'A' 'B'&'BI' 'C','CI' &'C2' 'A' 'B'&'BI' 'C','Cl' &'C2' WINDOW DIETS. 'A' 'D'&'Dl' 'C','Cl'&'C2' 'A' 'R' &'BI' 'C','CI'&'C2' y WIDTH HEIGHT EXT.(+) INT.(-) EXi.(+) 1M.(-) EXT.(+) IM.(-) EXT.(+) INT.(-) EM.(+) 1M.(-) EXi.(+) 1M.(-) WIDTH HEIGIO EM.(+) 1M.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 1M.(-) EXT.(+) INT.(-) EXT.(+) 1M.(-) k m 18" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 IB' _ 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 24" - - 70.0 72.0 50.0 72.0 - - 70.0 90.0 70.0 80.0 4 N °- 0. 30' 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 30' - - - - 57.6 57.6 - - - - 70.0 80.0 o O Ld lvl V 36• 36" .0 48.0 48.0 48.0 46.0 411.0 70.0 70.0 70.0 90.0 70.0 80.0 36" - - - 411.0 48.0 - - - - 70.0 110.0 �2 42• 48.0 48,0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 I8" 56.2 56.2 70.0 90.0 70.0 80.0 56.2 56.2 70.0 90.0 70.0 80.0 �.o u 48' 48.0 48.0 48.0 48.0 48.0 48.0 70.6 70.0 70.0 9D.0 70.0 80.0 24' 120, - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 V h 54• 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 30' - - 70.0 80.0 60' 48.0 4H.0 -48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 36' - - - - 48.0 48.0 - - - - 70,0 80.0 Q Q Q g 18• 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 DESIGN LOAD CAPACITY - PSF 24' 70.0 70.0 70,0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 Q; O ANCHOR TYPES'A'&'C' ANCHOR TYPES'B'&'C' W 30' 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 a Itl _c GLASS TYPE CUSS TYPES CUSS TYPES GLASS TYPE CLASS TYPES CLASS TYPES 36' 48, 46.6 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0_ 70.0 80.0 WINDOW DIMS. 'A' 'B'&'Bl' 'C','Cl'&'C2' A. B.&'DI' 'C','CI' &'C2' Q 42" 41.1 41.1 41.1 41.1 41.1 41.1 60.0 60.0 70.0 90.0 70.0 80_0 WIDTH HEIGHTEXT.(+) 1M.(-) EXT.(+) INT.(-) EXT.(+) 1M.(-) EX1.(+) 1NT.(-) EXT.(4) INT.(-) EXT.(+) 1M.(-) 48" - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 111_1/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 54' - - 36.0 36.0 36.0_ 36.0 - - 70.0 90.0 70.0 80.0 26_1/2• 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 60' - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.6 80.0 37' 26' 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 18• 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 d I 48" 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 � a 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 53_1/11• 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 0 z 30" 57.6 57.6n=D 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 86.0 19-1/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 3 36' 60' 48.0 411.0 411.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 26_1/2• 65.2 65.2 65.2 65.2 65.2 55.2 70.0 70.0 70.0 90.0 70.0 66.0 0 } 42' - - 41.1 41.1 41.1 41.1 - - 70.0 90.0 70.0 86.0 37' 38-3/8' 46.7 46.7 46.7 46.7 46.7 46.7 611,1 68.1 70.0 90.0 70.0 80.0 LL J m 48" - 36.0 36.0 36.0 36.0 - - 70.0 96.0 70.0 80.0 4e' 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80,0 $ J 54' - - - - 32.0 32.0 - - - - 62.2 71.1 w 5J-1/B" 45.0 45.0 45.0 45.0 45.0 45.065.7 65.7 70.0 90.0 70.0 80.0 ? Vl Q t 60' - - - - 28.8 28.8 - - - - 56.0 64.0 111-1/0" 70.0 70.0 70.0 96.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 3c.1'-i. 0.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 110.0 26-1/2' 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 ^M< _ m 24' 70.0 70. 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 J7' 50-5/8' 46.7 46.7 46.7 46.7 46.7 46.7 611.1 68.1 70.0 90.0 76.0 80.0 o Z 3--1 30' 57.6 57.6 57.6 57.6 57.6 57.6 64.2 64.2 70.0_ 90.0 70.0 80.0 48' - - 36.0 36.0 36.0 36.0 - - _70.0 90.0 70.0 80.0 36' 72, - - 48.0 48.0 48.0 48.0 - - 70.0 90.0 70.0 80.0 53-1/8" - - 34.1 34.7 34.1 34.1 - - 66.4 85.3 6e.4 75.9 w (/j 0 42' - - - - 41.1 41.1 - - - - 70.0 80.0 19-1/11' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 1 80.0 W(N 48' - - - - 36.0 36.0 - - - - 70.0 80.026-1/2' 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 O 54' - - J2.0 32.0 - - - - 62.2 71.1 37' 58" 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 60' - - - - 28.8 28.8 - - - - 58.0 64.0 48• - - 36.0 36.0 36.0 36.0 1 - - 1 70.0 90.0 70.0 80.0 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 53-1/8' - - - - 32.5 32.5 - - - - 63.2 72.3 o S C 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 00.0 70.0 80.0 19-1/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 3 0 30' B4, - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 26-1/2• 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 ° € 36' - - - - 48.0 48.0 - - - - 70.0 80.0 37' 63' - - 46.7 48.7 46.7 46.7 - - 70.0 90.0 70.0 80.0 V w 42' - - - - 41.7 41.1 - - - - 70.0 80.0 48" - - - 36.0 36.0 - - - - 70.0 80.0 g 48' - - - - 36.0 36.0 - - - - 70,0 80.0 53-1/8' - - - - 32.5 32.5 - - - 63.2 72.3 3 P 18" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 19-1/8' 76.6 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 26_1/2• 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 30' - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 '^ m 90" 37' 74-1/4' - - 46.7 46.7 46.7 48.7 - - 70.0 90.0 70.0 80.0 36" - - - - 46.0 411.0 - - - - 70.0 B0.0 N M18" - - - - 36.0 36.0 - - - - 70.0 110.0 ^' 42' - - - 41.1 41.1 - - - - 70.0 80.0 53_1/11• - - - 32.5 32.5 - - - - 63.2 72.3 o w 48" - - - - 36.0 36.0 - - - - 70.0 80.0 18" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 �1 24' - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 L1 Engr.JAVAD AHlAAD 30' 96" - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 GML i ZA592 ,RODUCT REVISED I 36' _ - - - 48.0 411.0 - - - - 70,0 110.0 complying whh N1a 111odde u �' 42' - - - - 41.1 41.1 - - - - 70.0 110.0 y�i 6: i;fii 1 uilding Coda e $ -' ,;;- cocplenco �'NOTE: NOTE214 I - GLASS CAPACITIES ON THIS SHEET ARE WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED L9m1 edcl od9clConlml l W03-57 BASED ON ASTM E1300-09 (3 SEC. GUSTS). VERNCALLY OR HORIZONTALLY AS SHOWN ABOVE. sheet 3 Of ] TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, V SEE ELEV. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (Q� FOR SPACING ,Dy ,�% AND TRANSFER THEM TO THE BUILDING STRUCTURE. n WOOD BUCK x Z n j m V OF. J Ed METAL c o TYPICAL ANCHORS: SEE ELEV. FOR SPACING Z z :v �TRUCTURE N� N al Ed mo Ed TYPE 'A'- 3/16" DIA. ULTRACON BY 'ELCO'(Fu=177 KSI, Fy=155 KSI) p o 0 N V V INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d L^ 1-1/2" MIN. PENETRATION INTO WOOD o _ THRU 1BY BUCKS INTO CONC. OR MASONRY O G h O a aIT- L - 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0,G W OPTIONAL I v L - o _" n DIRECTLY INTO CONC. OR MASONRY p IL¢c S 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O 3 OPTIONAL I� 3 N -SEE ANCHORS SEE ANCHORS 3/16" TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) LL Z N_ FOR SPACING INTO METAL STRUCTURES t -w FOR SPACING STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) Q �5 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MUJ.II-OAOE COUNTY APPROVED MULLION&MULLION ANCHORS n SEE SEPARATE NOA TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 Ed � 1-1/2" MIN. PENETRATION INTO WOOD z r THRU 1BY BUCKS INTO CONC. OR MASONRY o a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY x J m J DIRECTLY INTO CONC. OR MASONRY uj 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a ON M 1 = V TYPICAL ANCHORS #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o SEE INTO METAL STRUCTURES o Z 3_j 'O o R'i FOR SPACING 3 W STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 2i $z u-o X ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) UI o W (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) g 'Icli w Lo TYPE 'C'- 810 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Ed - ANCHOR EDGE DISTANCE � INTO CONCRETE AND MASONRY = 1-3/8" MIN. INTO WOOD STRUCTURE = 1" MIN. `o W p a INTO METAL STRUCTURE = 1/2" MIN. o - `oiz E' TmtcaL ANCHORS WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. m 5 FOR EE ELEV.PAG G CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. `" C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 3 SEALANT: o " O2 I Ir II 1 N i ALL JOINTS AND FRAME CONNECTIONS SEALED WITH °.5' °c - B WHITE/ALUM COLOR SILICONE. a Eng,:JAVAO AHMeD e CIVIL da` FIA PE/70592 e a I PRODUCT REVISED CA .35311 o e ..1.a1` •e ° •e ° as wrnplylns Wlth loo Florida ° t d •g ettPICAL ANCHORS v ,v' " Aoce dl Cod No •e'.. i SEE ELEV. v I' P ° FOR SPACING ,o Ed v �'Ypf�npntc% ?-Oda drawing no. Ed 13�y"-1{'Gi.< 0 S 2014 W03-57 Ntiami ade-��1fod llfC. \ sheet 4of 7 ITEM PART# QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 ES5001 4 WINDOW FRA.I.IE 6063-T6 - -�vni 2 ES1008 OPTIONAL GLAZING STOP 6063-T6 �J r1 2A ES1103 4/WOW. GLAZING STOP(5/16"GLASS) 6063-T5 - ® IWQ, j 2B ES1017 4/WDW. GLAZING STOP(7/16"GLASS) 6063-T5 - Z 3 ES5002 4 FRAME COVER(OPTIONAL) 6063-T5 - @ N d 4 18 X 1" AS REO D. ASSEMBLY SCREYis CRS PH SMS (g' 4A #8 X 1/2" AS REOD. AS Y SCREWS CRS PH SMS O W n , 5 27- 2 2/LITE SETTING 8L , 7/16'X 3/16'X 3-1/2'LONG EPOM DUROMETER 7535 SHORE A 6 1010 OPTIONAL GLAZING WEDGE _ SOFT PJC DUROMETER 70 SHORE'A' �'O _ b 6.1 ES4013 OPTIONAL GLA2ING WEDGE _ SOFT PJC DUROMETER 70 SHORE'A' 0 TYPICAL ANCHORS 6A 27-425 4/VIDW. GLAZING CASKET EPOM DUROMETER 60 SHORE'A' ®.O W m SEE ELEV.FOR SPACING ES1505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL ®0: h ® O TYPICALFOANCHORS 1/4"MAX Q w 3 n 1/4"MAX. - SEE ELEV. R SPACING iL w Vi_ SHIM O SHIMS C' 1BY 1/4"MAX, 1 WOOD BUCKS O 3 SHIM _ n � n METAL 0 J n S RUCTURVE Z TYPICAL ANCHORS c J DO ' SEE ELEV. FOR SPACING z 4 1O m 2 EXTERIOR ¢ 30 N D.L.CPG. o Z 3 J m WINDOW WIDTH w VIN� � N 0 MIAMI-DARE COUNTY APPR,D MULLION t d SEE SEPARATE NOA " TYPICAL ANCHORS SEE ELEV.FOR SPACING II 11 2 o ry n Engr:JAVAD AHMAD I 1 WINDOW WIDTH WINDOW WIDTH CML FIA PE#70592 PRODUCT REVISED C.A. 538 V a a as complying wide the Florida y ,t Building Code 4�O O p O A-::-Aca tones Nq —! V 'a F, -E 2015 Browing no. // 5 adaPro ea ntr W03-57 sheet g of 7 u 2.330 TYPICAL ANCHORS w TYPICAL ANCHORS_ SEE ELEV. FOR SPACING .621 SEE ELEVS.FOR SPACING N T 700 x'329 q s tAETAL MIAMI-OAOE COUNTY APPROVED o 1 �I' I�j+ - MULLION & MULLION ANCHORS Z r ; 1.000 _062 I �—I��I' � �n I Ed STRUCTURE SEE SEPARATE NOA � � .500 .803 05p-0 c"eEd' + _k L Ed p n a .813 `P1.134 m I O 10;O 7 � r O FRAME SQUARE GLAZING STOP rq \ cf. M o '"� O r.2D3 ALT. C m r.147 TYPICAL ANCHORS Q �+,-0 N SEE ELEV. FOR SPACING �y,Z W_ .803 0621I 050 J Z�Z c�V� a� .837 F- Q W ri f F O2B GLAZING STOP (OPTIONAL) SQUARE GLAZING STOP 3 m 0 733 C t/ MAX. T. SH w } .577 537 SHIMS .� � J m � 7 e a Ld .045LO 3 868 ¢ Q^M o FRAME COVER (OPTIONAL) 0 o -C .328 F- N Q �I .224 �" �y W uN1 J PIIS O '543 X11 I%II JJI 55� 8 TYPICAL ANCHORS LI I I SEE ELEV.FOR SPACING 250 .115- I- U O6.1 $a ° Ell GLAZING WEDGE (OPTIONAL) o`_ ° SCALE 1:1 .� 5 2.190— U 3�3��u .770 L Mg��o� o a v omc>ow w © O FLUSH FRAME ADAPTER 7 INSTALLATION DETAILS IVITII FLUSH FRAME ADAPTER a = , ALT. ° Engr.JAVAD AHMdD s 1.758 ASEPI LL2 1 PRODUCPRPVISAD a v.�Ed _ ns complying with the FIOTI& g DOlding CodevJ�3.08 9 o U 4.142 ,I25 ,p..n Aug gmco No a"( / 0 !:p o,'orybam � � drawing no. ALUM CORNER LOCK TYPICAL ANCHORS t19 . W03-57 O (6063-T5) SEE ELEV. FOR SPACING sheet 6 of •7 2 X 2 X 3/16" 4A Q! 3 4 '*A ALUM ANGLE 3/8"X 1/4" 1-1/16"LONG BENT ALUM BARS / W/(2)SCRE1'IS W/(4)SCREWS oM AT EACH LEG AT EACH 13AR G g m 3 w /� 4A I e �� p O 00a ov / \\ 0 OU 0 aLL m \y' n \ ®enc N �• i i o 0O -,0 Al I RECT. OR SQUARE WINDOWS g n i 3 a 0 0 M J m — w z (n Q h 3a� F Q M", a ,l 3/e"X 1/4" 1 •io 1 BENT ALUM BARS w N N VI/(4)SCREWS ALUM CORNER LOCK AT EACH BAR twit W (4)SCREWS 4A AT EACH SIDE 0 o m a �co°wo0 TYPICAL CORNER DETAILS c Engr:JAVAD AHMAD I r CML j FLA PE®70592 PRODUCT REVISBD C.A.N.3 6 n a .as complying with Bio Florida 9 = Building Code o &wplmlco No 2,3 re0 '• �`ak -57 � F 92015 Browing no. 4y __ CIRCULAR OR ANGULAR WINDOWS Atieml�7a" a uaControh� W03 sheet 7 of 7