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HomeMy WebLinkAboutProduct Approval MIAMI-DADE NIIANII DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DNISION T(786)3152590 F(786)315 2599 NOTICE OF ACCEPTANCE (NOA) HF_VW_WED F®R wwvmiamidade.gov/economy ES Windows,LLC 3550 NW 49'h Street ��® �� ��8� � Miami,FL33142 ST LUCIE COUNTY SCOPE: , �C� This NOA is being issued under the applicable rules and re ations 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 tho Having Jurisdiction (AHJ). A e COPY 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"EL-150"Aluminum Single Fixed Windows-L.M.I. APPROVAL DOCUMENT:Drawing No. W16-70 Rev B,titled"ES-EL150 Fixed Aluminum Wdw. (L.M.1)", sheets 1 through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, 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. Limitations: 1. See design Pressure VS window sizes and glass types in charts in sheet 3.See glazing types in sheet 2. Q 2. See sheet 5 for optional mulled side by side installation(Approved impact mullion, under separate approval), when the windows are mulled, lower Design Pressure may control for entire assembly. AHJ to review such �p installation for tributary end load and required anchors. 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#16-0617.05,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 Ishaq I.Chanda,P.E. NOA No.17-1218.12 MIAMI•DADE COUNTY Expiration Date: May 18,2022 •• . _� Approval Date: February 08,2018 �Zbtl� Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. ; DRAWINGS 1: Manufacturer's die drawings and sections. 2. Drawing No.W16-70,titled"ES-EL150 Fixed Aluminum Wdw. (L.M.1)", sheets 1 through 9 of 9,dated 11/13/16,with revision A dated 05/12/17, prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,RE.,.. 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 along with marked-up drawings and installation diagram-of aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-004, dated 11/14/2016, and revised on 05/10/2017, both signed_ and sealed by Constantin Bortes, P.E. 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up'drawings.and installation diagram of aluminum-fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-012, dated 05/10/2017,signed and sealed by Constantin Bortes,P.E. C. CALCULATIONS 1. Anchor•verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 11/16/2016'and revised on 12/21/2016, prepared by Al-Farooq Corporation,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. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear,and Color P" Glass Interlayer"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3.. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Safleg CP-Safleg and Safleg HP Composite Glass Interlayers with PET Core"dated 06119114,expiring on 11/11/18. 4. Notice of Acceptance No. 14-0423.1b issued to Eastman Chemical Company(MA) for their"Safleg HP Clear or Color GIass Interlayers"dated 06/19/14,expiring on' 04/14/18. Is aq L Chanda,P.E. _ Product Control Examiner NOA No.17-1218.12 Expiration Date: May 18,2022 Approval Date: February 08,2018 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. • STATEMENTS 1. Statement letter of conformance, complying with FBC 5t' Edition (2014), and of no financial interest, dated 11/16/2016, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G.'' OTHERS 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (Cl Energia Solar SA)and by Evelyn Daes(ES Windows). 2. Statement letter of no financial interest, dated 11/22/2016, prepared by Blackwater Testing,Inc., signed by Dennis Duffy. 3. Test proposal# 16-1476, approved by RER, dated 12/16/2016. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No.W16-70 Rev B,titled"ES-EL150 Fixed Aluminum Wdw.(L.M.I)",sheets 1 through 9 of 9,dated 11/13/16 and last revised on DEC 07,2017,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes of FBC 17(6'�'Edition)code compliance. B. , Test 1. None. C. CALCULATIONS 1. None D.' QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E.' MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6a'Edition),dated 11/08/17,prepared prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G.' OTHER 1. This NOA revises#16-0617.05,expiring 05/18/22. Ishah L Chanda,P.E. Product Control Examiner NOA No.17-1218.12 Expiration Date: May 18,2022 Approval Date: February 08,2018 E-2 48' 48* WINDOW WIDTH WINDOW•WIDTH WINDOW WIDTH FLU 44 7/8' 44 7/B' 44 7/8" e D.L GPO. _ D.L OPG. D.L.OPG. Z A 1MAX. _ 6'MAX. A MAX. 6'MAX. A MAX. 0 q Z HEAD/SILL HEAD HEAD/SILL g HEAD HEAD/SILL 7 HEAD �"' 77dd y CORNERS SILL CORNERS SILL CORNERS SILL .Q IL IL T'a GClo`o $ M H II Itcy c ii i� I II ii ii 0 a n¢g C c .p II 11 ` II If _ o QZ�'0 o f o m Jp II •� II m m J I II O1 3 N J _ _ Sr __-- It II ___—_'___ --`_— _== m Z ____��_====�K_--_ 2 G _-�_____IZC_ Z o II _-II ___ s I II II ; 11 II v m �� ii ii ii 3 m u u n u II 11 II ��� I II II 'gl3 II 11 II 11 I Z Al J W o(n FALSE MUNTINS m t (SURFACE APPLIED 4 �z ZMAY BE USED io � 7 $. 3 Z I 1n to TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION W w M FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH FIN ADAPTER i ES—EL150 � FULLED ALUMINUM WINDOW DAYLITE OPENINGS: D.L.O. HEIGHT WINDOW HEIGHT — 3.125" q R DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D.L.O. WIDTH = WINDOW WIDTH — 3.125' 2 CHARTS SHOWN ON SHEET 3. REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION)FLORIDA_ r BUILDING CODE INCLUDING HIGH'VELOCITY HURRICANE ZONE(HVHZ). 3 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 1BY OR 20Y WOOD BUCKS& BUCK FASTENERS BY OTHERS,MUST BE m _ COMBINATIONS OF FIX./FIX. OR FIXED.WITH OTHER DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TO THE BUILDING STRUCTURE. •- _ I . THESE.WINDOWS ARE RATED FOR LARGE de SMALL MISSILE IMPACT. MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN ANCHORS SHALL BE CORROSION.RESISTANT,SPACED AS SHOWN ON DETAILS 4 0=4 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL AND INSTALLED PER MANU SHUTTERS ARE NOT REQUIRED.F'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE � TE WILL APPLY TO ENTIRE SYSTEM. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. iEC 07 2017 ``LLL1L1IIIIIiI � ....,, ALL SHIMS TO BE HIGH IMPACT,:NON—METAWC AND NON—COMPRESSIBLE. , ��� A � ';'• �''•.' ' MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL HROOUCCREVISRO SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE bcamptololl"s with fuFb" z 705lT2 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. AamptaeaNa 1 2 .)2 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION C�plrauw I itc 4 'L FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY r G2Z OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ;.`5 �� ••. T OF lf%� drawing no. WATER INFILTRATION RESISTANCE ETC, awitl5 Vm¢ect('Y.Ifpe �� Ol" !1� CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 'i @ "•••' ,�C?�� W1 6-70 AND TO BE REVIEWED BY BUILDING OFFICIAL '''rS0111 ltl1110` sheet 1 of 9 1/8'HEAT STREN'D.CLASS 3/16'HEAT STREN'O.GLASS w {,ta o 090'Inlerloyer 090`Interlayar rj Troeifol PVB Troeifol PVB By'Kuraray-Americo, Inc. BByR'Kuraray America,Inc,'O - Z n J 090'Intedayar 090'Intedoyer SantryGlca SentryClas Fj al R Kuraray,America,Inc.' By Kuraray America, Inc.' f OR a o 090'Inter) r O 0 N��.. U %e 090'Intedayer L3(,ir11V Saflex Clear And Color Gloss Saflex Clear And Color Glass 0R'Eastman Chemical Co.' BOR'Eaetman Chemical Co.' LL 075'Intedayer 075'Intedayer. N Saflex CP With PET Core _ Saflax CP With PET Gore 0 y'Eastman Chemcal Co.' pp 'Eastman Chemical Co.' C D 1/4'HEAT STREN'D.CLASS F 3/16'HEAT STREN'D.GLASS O ils > iI SILICONE z m SILCONE o a M2983 DOW CORNING 705 j; DOW CORNING 795 ! II; DOW CORNING 983 N Ij II DOW CORNING DOW CORNING INSTANT GLAZE IU l!' DOW CORNING INSTANT GLAZE In I li r, E7 o E7 — M3 AT 1/4 POINTS ON LTIES AT 1/4 POINTS ON LM _ , WIDER THAN 36`ONLY M3 WIDER THAN 36'ONLY 3 m 0ASS TYPE. 'A' GLASS TYPE 'H' � 7/16`OVERALL LAM.GLASS 7/I6'OVERALL LAM.GLASS Z 1/8'TEMP. GLASS U 5/32'TEMP.CLASS j J 5/16'AIR SPACE C 1/8'HEAT STREN'D.CLASS 5/16'AIR SPACE FRODUCt REVTSM o 1n in ad. 5/32'HEAT STREN'D.GLASS rmmpty 9 Wink th 11411140 X 0rn M n 090'Interlayar FWrdiag Code JLe 2 M Troeifol PVB 090'Intedayer Aarpreeer No 8y'Kuramy America, Inc.' Troeifol PVB E►pindn Qtte C) Z+, By'Kuraroy America, Inc.' / 3 Z 090' ed Sent Lae ayer OR —L W LO v 090'Inlerlayar By SentryGlas u� W to 3: OR LO 'Kumroy America, Inc.' By R'Kuraray Amadca, Inc.' 090'Intedayer Saflex Clear And Color Close 090'Intedayer BY 5afiex Clear And Color Glass R'Eastman Chemical Co.' By'Eastman Chemical Co.' 075'Interayer OR Saflex CP With PET Core 075'Interlayar Saflax CP With PET Core 5�16" AIR SPACE CONSIS7TNG OF: By'Eastman Chemical Co.' By'Eastman Chemical Co.' a SPACER• o o 1/4'HS.GLASS 5/32'HEAT STREN'D. GLASS 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' SILICONE SILICONE AROUND THE Tl3t OF THE GLASS i al SEALANT- al . 00W CORNING 795 DOW CORNING 795 FJLLANT:PERIMETER S DOW CORNING 983 DOW CORNING 983 i m DOW CORNING INSTANT GLAZE III z DOW CORNING INSTANT GLAZE]it SILICONE j;. z DOW CORNING 791 m n C N2 d \ M2 j. l i GE 2000 2 5 .y I! > I it EEC ��<o ! EEC 0? 201 .t AN, a E4 o E4144{OF5 AT 1/4 POINTS AT 1/4 POINTS _ •*_ ALL SAES ALL SIZES — — W ASS TYPE 'Ai' gT•ASS TYPE 'pi' OF drawings no. j 7/8'OVERALL INSUL LAM.GLASS 7/8'OVERALL INSUL LAM.GLASS �i Of`.-' .`;� . � W 16-70 GI,A7.ING OPTION it Iq�1�AA� sheet 2 of 97). i DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY-PSF WINDOW WINDOW GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE WIDTH e{ WIDTH; Lmtu- Loll- WINDOW DIMS. 'a'.'A1'.'Dl' 'A' WINDOW DIMS. 'A'WIDTH HEIGHT EXT.(+) 1NT.(-) EM.(+) iNT.(-) WIDTH HEIGHT E1R.(+) 1NT.(-) EXL(+) 1NT.(-):30" 80.0 80.0 60.0 BOA 30' BOX � 80.0 60.0 80.0 36• 80.0 80.0 00.0 80.0 36' 102" 80.0 80.0 60.0 72.948' 80.0 80.0 60.0 68.6 42" 80.0 80.0 60.0 64.848' 86.0 00.0 60.0 60.0 3D' 80.0 80.0 60.0 80.0 z 3Ory`-'o 54 80.0 80.0 60.0 60.0 36' 108' 80.0 80.0 60.0 72.0 60• 80.0 80.0 80.0 80.0 42' 80.0 80.0 60.0 63.8 30" 80.0 8D.0 60.0 80.0 30" 114' 8D.0 80.0 60.0 80.0 0 O Enp 56" 80.0 80.0 00.0 80.0 36' 80.0 80.0 •60.0 71.3 WINDOW WIDTH WINDOW WIDTH a0 0 42' 54' 80.0 80.0 80.0 60.6 30' 120• 80.0 80.0 60.0 80.0 0 y M.QO 48' 8000 80.0 60.0 60.0 38' r 80.0 00.0 60.0 70.6 r- -I �- -I 0'a rii 54• 71.1 71.1 53.3 53.3 so" 71.1 71.1 63.3 53.3 G Gz I I IL Izo pNp^ 30' BD.O 80.0 6000 80.0 i� 1910 36' 80.0 Bo.o 60.0 80.0 3 I I 3 I I a 6 m 42 60' 80.0 80.0 60.0 68.8 DESIGN LOAD CAPACITY- PSF 48' 80.0 80.0 60.0 60.0 GLASS TYPES GLASS TYPE ' 54' 71.1 71.1 53.3 53.3 WINDOW DIMS. 'B','Al','DI' 'A' WIND. WINDOW MOTH WINDOW WIDTH Go" 64.0 84.0 48.0 48.0 - WIDTH HEIGHT EJR.(+) 1NT.(-) EXT.(+) INT.(-) It^--'-0W WIOTMiI II.--- IFS-- 30' 80.0 80.0 80,0 80.0 19-1/8' 80.0_ 80.0 60.0 _80.0 I -Yr36' 80.0 80.0 60.0 00.0 26-1/2' 80.0 80.0 60.0 80.0 B. 42' 66" 80.0 80.0 60.0 68.6 37' 26' 80.0 BOX 60.0 80.0 48' 80.0 80,0 60,0 60.0 48' 80.0 80.0 60.0 80.0 IZ 54' 71.1 71.1 53.3 53.3 53-1/8' 80.0 .80,0 60.0 80.0 ' 3 •� 3 ? Ural co" 64.0 04.0 48.0 48.0 19-1/8' 80.0 80.0 60.0 80.0 A W 30• 80.0 80.0 60.0 80.0- 26-1/2' 80.0 80.0 60.0 80.0 L J E r N 36' '80.0 80.0 60.0 80.0 37' 38-3/6' 60.0 80.0 60.0 77.8 X 3 rn 42' 72• 80.0 80.0 60.0 68.6 48' 60.0 80.0 60.0 75.0 WINDOW WIDTH WINDOW WIDTH TH WINDOW MOTH E: Oa d'M 54' 71 71.1 53.3 53.3 53-1/8' 80.0 80.0 60.0 80.0 -� I 1 Z 3 54• 71.1 71.1 , s3.3 53.3 '19-1/8 80.0 8D.0 60:0 80.0 60' 84.0 04.0 48.0 48.0 26-1/2' 80.0_ 00.0_ �60.0 __80.0_ �� i �j I I I to�n 30' 80.0 80.0_ 60.0 _80.0 37' 50-5/8' _80.0 B0.0_ 60.0 _77.8 to M 36 80.0 80.0 60.0 78:0- 48' 80.0 80.0 -B0.0 60.0 42' 78" 80.0 80.0 60.0 68.6 53-1/8' 75.9 75.9 56.9 55.9 48' 80.0 801 60.0 60.0 19-1/8' 80.0 80.0 60.0 80.0 54' 71.1 71.1 53Z 53.3 26-1/2' 80.0 80.0 60.0 80.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 30" BO.0 80.0 60.0 80.0 37' 58' 80.0 80.0 60.0 77.8 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 36' 80.0 80.0 60.0 76.4 48• 80.0 80.0 60.0 60.0 c 42' B4' 80,0 80.0 60.0 88.6 53-1/8' 72.3 723 54.2 54.2 PRoDUCf REV1" N.•. 48' 80.0 80.0 60.0 60.0 19-1/8" 80.0 80.0 60.0 80.0 'ucauplyluQwith Jim Fk1ndiu 0 4Pi ' k Z h g 54' 71.1 71.1 33.3 53.3 28-1/2• 80.0 80.0 60.0 80.0 A-a<eplaace No 30• 80.0 80.0 60.0 80.0 37' 63• 80.0 80.0 60.0 77.8 Eaplrums Dal. ��• 36' 80.0 80.0 60.0 75.0 41' 8010 Bolo 60.0 60.0 W - ry NOTE: 90• r4cm?, maualt;' b GLASS CAPACITIES ON THIS SHEET ARE lei= Bolo 80.0 60.0 67.1 53-1/8• 723 72.3 54.2 64.2 48' 80.0 80.0 60.0 80.0 19-1/8' 80.0 80.0 60.0 80.DBASED ON ASTM E1300-09 (3 SEC. GUSTS).30• 80.0 00.0 60.0 80.0 26-1/2' 60.0 80.0 60.0 SO.O - y qq�1q77 111111I 36" � Bolo Bolo 60,0 73,0 37 76' Bolo Bolo 60.0 L ��� Q ! !,1!�/ \\\AA�Ayy ��lj 42' 80.0 80.0 60.0 BS.B 48' 80.0 Bolo 60.0 60.0 / `� � NV�,'•., i 4 i o 48 80.0 Bolo 60.0 60.0 53-1/8• 72.3 72.3 54.2 54.2 ; Lj drawing v no. I EQIE %^ •. a� ion.: ':K� W16-70 j WIDTH AND'LENGTH DIMENSIONS CAN BE ORIENTED �i��0•" �\\ VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 77/ A\\ sheet 3 of 9 i 5 1s. TYPICAL ANCHORS SEE ELEV. 22 yrU WOOD�CK \ N .:FOR SPACINQ m 6 i�__________________�1 IO ,b ••d 'j a " �' FIWE DIST: METAL 11 MIAMI-DADE COUNTY APPROVED I e' a_ EDGE STRUCTURE II MULLION k MULLION ANCHORS .d 4• - - a•,• DIST. - - EDGE DIST. - - - 11 SEE SEPARATE NOA .-`.. 11 EDGE DISi. I� F h I E1 I M7 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS O 6 C a i SEE ELEV. SEE ELEV. SEE ELEV. Q if a FOR SPACING FOR SPACING FOR SPACING _ N WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS b S� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q AND TRANSFER THEM TO THE BUILDING STRUCTURE. I TYPICAL ANCHORS: SEE ELEV.FOR SPACING v ,1,/4' DIA TAPCON BY 'RW (Fu=125 KSI•Fye100 KSI) 1/4" CIA, ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) 3 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z !E THRU 1BY BUCKS INTO CONC. OR MASONRY J o 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) J w a ° 1-1/4' MIN. EMBED INTO MASONRY (JAMBS) o U)U)! z c a, DIRECTLY INTO CONCRETE OR MASONRY 0 O 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o Z (!~ ! 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) •'� 3z�^ F Vmw Oam+py�rithereMI 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) uj g W hwing aw. INTO MIAMI-DADE COUNTY APPROVED MULLIONS. ItJ Lo ! ElpLr*do"* OR Dve �`is Z INTO METAL STRUCTURES (HEAD/SILL/JAMBS)� u 'i --�• -(• - (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ,dmYC�M� ALUMINUM: 1/6'/8"THK MIN. (y (606 TSTEEL: MIN.) y (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c $ TYPICAL EDGE DISTANCE °c ii I 'I INTO CONCRETE AND MASONRY - 2" MIN. N F i INTO WOOD STRUCTURE - 1" MIN. m g INTO METAL STRUCTURE m 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. © !I E2 CONCRETE AT HEAD, SILL OR JAMBS f'c -3000-PSI MIN. o r i —O z C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. i 7 (,ryA( `��Ytwtptltl E7 b E1 I ..1 i �':•• CENSIc n •� j •.a• .,n -y •" " EDGE DIST. \ ,as " v �" '1BY N ' •° V �' .I •iWOOD BUCK OF •�• � df°Wing no. .0. TYPICAL ANCHORS^ TYPICAL ANCHORS �i� Of,••• � W16-7O SEE FOR SPACING '" E�I�-" FOR SPACING ''��s/�Q1.. ..%I sheet 4 of 9 BY W000 BUCK WOO fRUCTURE EDGE N z 0 N i m i D 8 �$� 1 EDGE 1 DST I I o ~ O ____ ____ ____'.i z p 1.Nm� E A m L N L s p n IN EDGE x z N c NK 1 1 1 S i � [a b1sT.o• ' n rj o x. 0 m i r3 EDGE N a �• . 1 Y 1) DIST. x _ 7 N 77 • 'a _ O]GE WST. r,7111f IIIi11/�� tV m � _ •s.-- = ; . . D A a dot. 11-13-16 revsions: ES—EL150 FIXED ALUMINUM WDW. (L.M.I.) AL-FAROOQCORPORATION a no a¢ e5Cr1 ian ENGINEERS&PRODUCT DEVELOPMErIr sCda 1/2•-1• A 0512.17 HO D1WCE T!�SFIEEf E.S. WINDOWS, LL•C f 9360 SUNSET RIDA 33.73 220 N ip 0 1127.7T IMl DUNCE TM6 SHEt7 3550 N.W. 49 STREET MUUNI,FLORIDA 33173 (64.N.3538) ° v °`br TAR1Q M IAMI. FL. 33142 TEL(306)2e48= FAX(305)262-6M C' m O 9 ehk ty. TEL (305) 638-5151 FAX.(305)638-5158 COMP-ANL W16-70ES W EDGE DIST. o METAL MIAMI-BADE COUNTY APPROVED MUWON do MULLION ANCHORS Z m a• e p. _ EDGE DISL STRUCTURE SEE SEPARATE NOA .- - _. _ _ _. 0 n W zd EDGE DIST. a IL n IL Ro S TANCHORS QiE5AAHENALT. tjcO'. ZTYPICAL ANCHORS TYPICAL ANCHORS TYPIC /VZnOUCf REY16P.D SEE ELEV. SEE ELEV. L° FOR SPACING FOR SPACING FOR SPACING N ewoPNixs waY the FLeia p XAs.palpmldtnbcoe bONno- I z i m S .tSwV PN*T°rt N f z . Z J W 0 0 vG 1/4'MAX. O x I:) WSHIMS C 0 L] [ti ES ALT. WTYPICAL ANCHORS ,["Ij 3 SEE 0_R FOR SPACE lNa ;.•. W M 4 r d 4♦ N N W °Z2 TYPICAL ANCHORS 1 •: '°' SEE ELEV.FT. OR SPACING WD700W WIDTH °- C°"C n1u1 °S9 F EN •70m ^ INSTALLATION DETAII S �V1TIi FLASH FRAME ADAPTERS =_sr, c = a ' SEE SHEETS 4 k 6 FOR WINDOW DETAILS ''c ,• ,•'P ��� A OF drawing W16-70 EDGE DIST. 1YPICAL ANCHORS W ILLUSTRATIVE DTLS.ONLY FOR SPACING �� n EXT.OR INT.FINISHES NOT 6Y E.S.WDW. _ cp 3 O m TYPICAL ANCHORS: SEE ELM FOR SPACING 1910 WOOD SCREWS(GRADE 2 CRS) a 'I 6 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 1-1/2" MIN. PENETRATION INTO WOOD C O EB -� �n�m ALT. C.. 010 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS )y, N_m AND 12 O.C.MAX. m yyp 1/4•MAX. GAP q n 3 1/2'MIN, 3. z z V � ri 0 © �W R~S E6 ALT. 0La 3 h S W x Omn n i 110 TEKS/SELF DRILLING SCREWS I W - - AT 6 FROM ENDSDUCf ACV{Sf.P' AND 12 O.C.MAX. rrwPh'bic v 3 2 » ffeM{iey('ati kfplralisa lLu��„}j$ ?— W Ld M C] 4 r TYPICAL ANCHORS EXTERIOR = SEE ELEV. o , FOR SPACING #10 TEKS/SELF DRILLING SCREWS WINDOW WIDTH A 72 O.C. MAX.T 6 FROM ENDS as o 0 AND O E6 o , ALT. 2017 . ```1111tI a<m ICI '•' cEJasE•''�b '� � t Q INSTALLATION DF.TATI.S WITH FIN FRAME ADAPTERS SEE SHEETS 4 & 5 FOR WINDOW DETAILS �y t \ A OFF drawingv no. TYPICAL ANCHORS FOEE R SPINC '/�A•(f,•/O•• G�G�� W�U—/O �llI�NAL111ff sheet 7 of 9 1 �2.917 177H! PART 0 REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/RE1dARE9 U o w E1 ES-EL151 •1 FRAME 6063-T6 � .937 .050 _ E2 ES-EL152 AS REDD. FRAME SCREW COVER 6063-TB m 1.562 L �9 E3 ES-EL109 AS ROD. GLAZING BEAD(5/16'LAM.GLASS) 6063-T6 FF b m J .062 E4 ES-ELM AS ROD. GLAZING BEAD(INSUL LAM.CLASS) 6063-T6 - N W q E5 ES-EL112 AS REDD._ FLUSH rRAME,ADAPTER 6063-T6 II � -1.1 B7-d E6 ES-EL11S AS REDD. FLUSH FRAME ADAPTER WITH FIN. 6063-76 - C OJ E7 ES-EL110 AS ROD. GLAZING BEAD(7/16'LAM.CUSS) 6063-T6 - IL E7 FRAME Ix M1 /B x 1' - FRAME ASSEMBLY FASTENERS ST.STEEL. PH SMS v='Or� M2 ES-SO08A AS REDD. CLAZINO BEAD BULB SILICONE DUROMETER 60±5 SHORE A -6 8 92 .040 377 M3 80-372A 2/LITE SETTING BLOCK AT 1/4 POINTS(LAM.GLASS) SILICONE DUROMEfER 80±5 SHORE A C a OI.G M4 EL100-801 2/LITE SETTING BLOCK AT 1/4 POINTS(INSUL LAM.GLASS) SWCONE OUROMETER 8015 SHORE A 14C 1.670� M5 is X 1' - FLUSH/FIN FAME ADAPTER ASSEMBLY FASTENERS 5i.STID. FH SMS E2 FRAME SCREW COVER Q,7iI 2.857 J 45 n S00 25 0 �-L m 2.780 m M 7 2 FLUSH FRAME ADAPTER J 1.428—y to�i1 yam.n X 0 cn 1.500 .063 _ 1p Z 3 e . L �Z4� Cif o .500 .625 W W M TIfs-- .045 2.780-III E6 FLUSH FRAME ADAPTER WITH FIN FROAucir yl lowio 0 ' I ~/v 12 fcg I� 3 0� .,TV h t-.0 0) 2011 ,111111 I I II7� .t c t m .519 --y t�-.135 I I II I N .61 I .625 .�_ .050 ,974 S_- .062 .974 A OF - drawing 9 no. .202 E4 -.I .2oz �'� v IN•' � W 16-70At- i GLAZING BEADS Ary1II 111U 9heat g of 9 i " 3 2�—v o� S N 23 rTI i� \ ri o cu - \ =�..7 \\ \ ,itfilI„n�a���`o IEEE:= revisions: ES-E1150 FlXED ALUMINUM WDW. (LM.I.) AL-FAROOQ CORPORATION n0 dDa �Crri EiDn - ENGINEERS&PRODUCT DEVELOPMENT � - A osun e+D auwaE Tm SHM E.S. WINDOWS LLC 1ND aw noss�Er 9360 SUNSET DRIVE,SURE 220 3550 N.W. 49 STREET MIAMI,FLORIDA33173 (C-A- 8asa)MIAMI. FL 33142 TEL.(3D6)2G"loo FAX(303)26ZGM TEL(305)638-5151 FAX(305)638-5158 COMP-ANL W16-70E5