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HomeMy WebLinkAboutProduct Approval (3) t � -) �MIAMMADEFLE i` MIAMI RADE COUNTY OM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BO MINISTRATION DI'V'ISION T(786)315-2590 F(786)315-2599 OTICE OFA PTANCE OA RECEIVED www.miamidade.gov/economy ES Windows,LLC 3550 NW 49"Street SEP 13 ',"019 Miami,FL 33142 ST. Lucie County, Permitting . 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 AIIJ (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 describebeen desi ed to comply with the Florida Building Code, e igh Velocity Hurricane Zone. DESCRIPTION: Series"EL-150"Aluminum Single Fixed Windows-�L.M I. ev t e - txed 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. 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. AI-IJ to review such installation for tributary end load and required anchors. LABELING: Each unit shall bear a permanent label with the manufacturers 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. =Date: 8.12 i l E022Appr018ge 1 ! c ows 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-ELI 50 Fixed Aluminum Wdw. (L.M.17", 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 511 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). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifolg Ultraclear, Clear,and Color PVB 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 "SentryGlas® (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"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 11/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) r their"Saftex HP Clear or Color Glass Interlayers"dated 06/19/14, expiring 04 8. s aq I.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 5th 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 (CI 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 AlFarooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes of FBC 17(6th 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(61h 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 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 44 7/8° 44 7/8' 44 7/8° D.L. OPG. D.L. OPG. D.L.OPG. Z m R7 3 1AX 7AX 7AX F q g a 6° MAX. A MAX. 6°MAX. A MAX. 8° MAX. A MAX. I HEAD/SILL 4 HEAD HEAD/SILL g HEAD HEAD/SILL 7 HEAD ;a CORNERS SILL CORNERS SILL CORNERS SILL 0. 5 o Q Q C D U N Is d L it li d L � II II 11 II II II II II II II II II o D.O Q O II II C II II C II II II II II II II II o�yti� r u u n u u u u u u n n u yz$— D u u n u u — 5 u nu u !E _ n u — ----- ---- ----- {7 C3� Q�m g Ldp $ ONi p ii ii O N p14 z =___ __/= r =___ ====�z==/_ ____= z -__—------- z I I I I > I I U z I I I I v n u u u u u n I u n II u u u 3 I I I I �� I I II A I � Aln II —''JJlL. I I �L II II II II I Z II XN ! M m t�g 0 FALSE MUNTINS B m 8 m g B g a u7 Z (SURFACE APPLIED) 4 8 z 7 ¢ 3 Z c MAY BE USED le ro Qi m H Gj N N .. J TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION w w M k FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER .FLANGE FRAMES WITH FIN ADAPTER ES—EL150 DAYLITE OPENINGS: FIXED ALUMINUM WINDOW = D.L.O. HEIGHT = WINDOW HEIGHT - 3.125" o 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" S CHARTS SHOWN ON SHEET 3. REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (8TH EDITION) FLORIDA v BUILDING CODE'INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). m r APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 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. THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT, Li c m� MLAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SHUTTERS ARE NOT REQUIRED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE WILL APPLY TO ENTIRE SYSTEM. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DECy ````tttlllllllrrrr�', a m A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. D 0 l 2017 ' ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE `�� 'p:•' GENSE' ,• : � � o MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS, THAT NtODUCf REVI$ED COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE °f�P4�CwilLmeFlwid. 70592 r 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. I�tgmaming dr REQUIREMENTS OF THE 2014 = / Aorepteeallo 17'(2� •)2 THS TY S PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Ealilrab"Drte�017- FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFEOF THIS PRODUCT,ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 7�• h ®'•. T of ({/ drawing no. WATER INFILTRATION RESISTANCE ETC. '4�•S 1UPr���� W16-70 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, �s�••' AND TO BE REVIEWED BY BUILDING OFFICIAL. ,rrr®1111�11ttt``` sheet I of g 1/8'HEAT STREN'D.GLASS 3/16'HEAT STREN'O. GLASS o n 090°Interlayer ' Y er Interla Trosifol PJB Trosifol PVB OR Kuraray America, Inc.' BR'Kuraray America, Inc.' Z q m 3 090'Interlayer 090'Interlayer q SentryGlae SentryGlas H i BR Kuromy America, Inc.' By Kuraray America, Inc.' OR n, o 090'Interlayer 090° Interlayer O O NON O Saflex Clear And Color Glass Saflex Clear And Calor Glass N BR'Eastman Chemical Co.' BByR'Eastman Chemical Co.' l�f Lu LL O 075° Intorlayer 075' Interlayer V N Soflex CP With PET Core Saflex CP With PET Core V p of 'Eastman Chemical Co.' 'Eastman Chemical Co.' a¢O¢C F3/16' HEAT STREN'D.CLASS 0 LL t]o 1/4'HEAT STREN'D. GLASS 0 Z NE SILICONE gym{ i DOW OC CORNING 795 Q Z s K2 II DOW CORNING 795 s M2 I' DOW CORNING 983 _ r m i!I DOW CORNING 983 N m I I! Z DOW CORNING INSTANT GLAZE III O II DOW CORNING INSTANT GLAZE III III ld ii H a b o: 0 E7 m E7 OTA AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES ,n M3 WIDER THAN 36'ONLY M3 WIDER THAN 36"ONLY Q GLASS TYPE. 'A' GLASS TYPE 'D' 3 7/16'OVERALL LAM.GLASS 7/16"OVERALL IAM.GLASS 1/8'TEMP. GLASS `L U 5/32'TEMP.GLASS ) 5/16'AIR SPACE 1/8' HEAT STREN'D.GLASS 5/16°AIR SPACE fRODUCP 0 to -,'n 5/32'HEAT STREN'D.GLASS ca oylag x 0 d n n 090"Interlayer 090' Interlayer Accceplance No M ro Trosifol PVB Trosifol PVB Fvpiraden Date Z:+ 'o By'Kuraroy America, Inc.' BR'Kuramy America, Inc.'OR O Z 090'Interlayer 090'Interloyer7we P.rsAn N SentryGlas SentryClos w to M Ely R'Kuroray America, Inc.' R IKuraroy America, Inc.' 090"Interlayer 090' Interlayer Saflex Clear And Color Close Saflex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR 075'Interlayer 075' Interlayer Saflex CP With PET Core Saflex CP With PET Core 5/18" AIR SPACE CONSIS G OF: By'Eastman Chemical Co.' By'Eastman Chemical Co. SPACER' o 1/4' HS.GLASS 5/32'HEAT STREN'D. GLASS 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' SILICONE SILICONE AROUND THE PERIMETER OF THE GLASS. m $ DOW CORNING 795 DOW CORNING 795 DOW CORNNG 983 al DOW CORNING 983 PERIMETER SEALANT: 7-1m DOW CORNING INSTANT GLAZE III z m DOW CORNING INSTANT GLAZE III SILICONE n r �gj s �j DOW CORNING 791 W is 5 �6 l7 M2 li ill \u M2 i I ii GE 2000 c o ry j I IIj II II •�o I, it ill iii DEC ```JAH 1uuNNf ,/ �<m I o_ E4 o E4 _ 92 AT 1/4 POINTS M4 AT 1/4 POINTS = •:{7= 6 M4 ALL SIZES ALL SIZES GLASS TYPE 'Ai GLASS TYPE 'Di' OF (yam. drawing9 no. 7 6'OVERALL INSUL LAM. GLASSa`?� W16-70 7/8'OVERALL INSUL LAM.GLASS / GLAZING OPTIONS ```�� sheet 2 of 9 DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF WINDOW WINDOW V GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE WIDTH W� �� m^ WINDOW DIMS. 'B','AL','DI' 'A' WINDOW DIMS. 'B','AV,'Di' 'A' WIDTH HEIGHT EXr.(+) 1M.(-) EXT.(+) 1M.(-) HEIGHT EXT - EXT.(+) 1M.(-) 30" 80.0 80.0 60.0 80.0 30" 80.0 IF 80.0 60.0 80.0 QQ F q 36' 80.0 80.0 60.0 80.0 36" 102" 80.0 .0 60.0 72.9 42" 45' 80.0 80.0 60.0 68.6 42" 80,0 80,0 60.0 64.8 0 o g fn o 4g° 80.0 80.0 60.0 60.0 30" 80.0 80.0 60.0 80.0 Z Z 54" 80.0 80.0 60.0 60.0 36" 108° 80.0 80.0 60.0 72.0 L J IL 60" 80.0 80.0 60.0 60.0 42" 80.0 80.0 60.0 63.8 p MN 30° 80.0 80.0 60.0 80.0 30" 114" 80.0 BO.0 60.0 80.0 Ow Q O Nati 36" 80.0 80.0 60.0 80.0 36° 80.0 80.0 60.0 71.3 WINDOW WIDTH WINDOW WIDTH (yo 42" 54' 80.0 80.0 60.0 68.8 30" 120" 80.0 60.0 60,0 80.0 Q 2 p 48" 80.0 S0.0 60.0 60.0 36' BO.0 80.0 60.0 70.6 0- - (---- "1 Q 0 54° 71.1 71.1 53.3 53.3 60" 71.1 71.1 53.3 53.3Z_30° B0.0 80.0 60.0 80.0 J I % I .I 836" 80.0 80.0 60.0 80.042' 60' 80.0 80.0 60.0 68.8 DESIGN LOAD CAPACPIY- PSF 48' 80.0 80.0 6D.0 60.0 GLASS TYPES GLASS TYPE 54° 71.1 71.1 53.3 53.3 WINDOW DIMS. 'B','AI','Di' 'A' m WINDOW WIDTH WINDOW WINDOW WIDTH v m. 60" 84.0 64.0 48.0 48.0 WIDTH HEIGHT EM.(+) 1M.(-) EXL(+) 1M.(-) I(' 30° 80.0 80.0 60.0 80.0 19-1/8' 80.0 80.0 60.0 80.0 36" 80.0 80.0 80.0 80.0 26-1/2" 80.0 80.0 60.0 80.0 I I I 3 m 42' 66' 80.0 80.0 60.0 68.6 37" 26' 80.0 80.0 60.0 80.0 I I I ,z, n 48° 80.0 80.0 60.0 80.0 48' 80.0 80.0 60.0 80.0 I I 7OLJ Z 54' 71.1 71.1, 53.3 53.3 53-1/8" SO.O 80.0 60.0 80.0 BO° 64.0 64.0 48.0 48.0 19-1/8• 80.0 80.0 60.0 80.0 30' 80.0 80.0 60.0 80.0 26-1/2• 80.0 80.0 60.0 80.0 0 u �j N 36' 80.0 80.0 60.0 80.0 37' 38-3/8' 80.0 80.0 60.0 77.8 X p rn M 42' 72' 80.0 80.0 60.0 6B.6 48' 80.0 80.0 60.0 75.0 p IDTH WINDOW WIDTH WINDOW WIDTH li �'M 48° 80,0 80.0 60.0 60.0 53-1/8" 80.0 80.0 60.0 75.0 I F- 54° 71.1 71.1 53.3 53.3 19-1/8° BO.O 80.0 80.0 80.0 F r r W Z _ 60" 64,0 64.0 48.0 48.0 26-1/2` 80,0 80.0 60.0 80.0 �E'] % 8 / G3 i tJ1� W " 30• 80.0. 80.0 60.0 80.0 37' 50-5/8' 80.0 80.0 60.0 77.8 W M 36" 80.0 80.0 60.0 78.0 48' 80.0 80.0 60.0 60.0 +' 42` 78' 80.0 80.0 60.0 68.6 53-1/8• 75.9 75,9 56.9 56.9 ' q8" 80.0 BD.O 60.0 80.0 19-1/8' 80.0 80.0 fi0.0 80.0' 54" 71.1 71.1 53.3 53.3 26-1/2" 80.0 80.0 60.0 BO.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 3p" eo.o 80.0 so.o 80.0 37" 58' 80.0 80.0 60.0 77.8 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SOUARE OR RECTANGLE AS SHOWN IN DOTTED UNES 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 0 HtlODUCf R6Y1&B0 42" 84° 80.0 80.0 60.0 88.8 53-1/8° 72.3 72.3 34.2 54.2 b' 45" 80.0 80.0 60.0 60.0 19-i/8' 80.0 80.0 60.0 80.0 uol�PCoddeRs�IMthe FMhde u 54' 71.1 71.1 53.3 53.3 26-1/2° 80.0 80.0 60.0 80.0 Accepliace No -�Zl � m Esplrad-Date 30' 80.0 80.0 60.0 80.0 37". 63' 80.0 80.0 60.0 77.8 /// 1 36' 0 W 4 80.0 80.0 60.0 75.0 48' 80.0 80.0 60.0 60. Lyry,.1�. NOTE: 90' f` j � GLASS CAPACITIES ON THIS SHEET ARE o 42" 80,0 80.0 60.0 67.1 53-1/8' 72.3 72.3- 54.2 54.2 d- BASED ON ASTM E1300-09 (3 SEC, GUSTS). •o o A q8° 80.0 80.0 60.0 60.0 19-1/8" 80.0 80.0 60.0 60.0 30' 80.0 80.0 60.0 80.0 26-1/2' 80.0 80,0 60.0 80.0 DEC y qq 1�1111111j1 <m 38' 96' 80.0 80.0 60.0 73.8 37' 76' B0.0 80.0 60.0 77.2 L LiCC Q! L��� - ��� •�r/�_//ice m q2' 50.0 80.0 60.0 65.8 48' 80,0 80.0 60.0 60.0 �P;••vOENSF•'• �� •0 0 48' 80.0 80.0 60.0 60.0 53-1/8' 72.3 72.3 54.2 54.2 70592 - OF tv�: Browing o no. NOTE', - '•!2. �oP.• p ,` W16-70 VE0RiTM1CALLY AND OR ORIZONTALLY AS DIMENSIONS SHOWN ABOVEORIENTED /////�js®oAIAL �iiU111111i11� sheet 3 of 9 TYPICAL ANCHORS WOOD BUCK SEE ELEV. y FOR SPACINGmA! METAL I MIAMI—DADS COUNTY APPROVED I m EDOE DIST: $ EDGE STRUCTURE II MULLION &MULLION ANCHORS •d ' •'e 4. ,'< a•' 3 c DIST. EDGE DISE. I SEE SEPARATE NOA i i ZO y EDGE DIST. I ----— --—-----— ¢ G o E7 M7 — — __ — — a pyNl�q c� II I aC�l7 �i TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV, SEE ELEV. y g FOR SPACING FOR SPACING FOR SPACING Z pI We WOOD BUCKS AND METAL STRUCTURE NOT 13Y E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q E AND TRANSFER THEM TO THE BUILDING STRUCTURE, II I TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/41 DIA. TAPCON BY 'ITW' (F.-i25 KSI,Fy=100 KSI) 3 y 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 KSI) 3 m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES it!I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z i THRU 1BY BUCKS INTO CONC. OR MASONRY 3 it 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a 0 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) p V1 in c" zo ai ii DIRECTLY INTO CONCRETE OR MASONRY X O o),)0 gi 0 d 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o Z 3 n 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) j ! m 0irspLyyQREwU t4Y�F1aib 1/4" DIA.TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) Lu V5 Lo ii W i Aoerptnne�eNe ! ./2! . 2 INTO MV MI—DADE COUNTY APPROVED MULLIONS. Lai tNj d j paplaaew Dnte .Z OR 6. (g"tr INTO METAL STRUCTURES (HEAD/SILL/JAMBS) �y0 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8"THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK, MIN. (Fy a 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i I is r c�R TYPICAL EDGE DISTANCE ° 2 YI 7 INTO CONCRETE AND MASONRY — 2" MIN. INTO WOOD STRUCTURE — 1" MIN. u S l INTO METAL STRUCTURE = 3/4" MIN. p !I ii WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. ri © III r I. CONCRETE AT HEAD, SILL OR JAMBS Vc a 3000 PSI MIN. c d,� i C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. y fl4 y°$ p -> DEC `1111uuIN// P<<m E1Po I M1 b Et M1 A! I DENSE'• I a% . ;•d' �� I �� 0592 :�� � � � :N EDGE DIST. r> d '' v° 16Y ..` n D WOOD BUCK OF 9 no. • TYPICAL ANCHORS^ TYPICAL ANCHORS O OR•'' O SEE ELEV. EDGE DIST. SEE EM. /,/cS/ FOR SPACING FOR SPACING ///t L1�lIIL11YYY� sheet ¢ Of 9 R 4,U c I Z yp 1/IM O 1/SH MAx I SHIM SHIMS 1/4'MAX. 0. SHIMS +' .•.• O M1 E2 TYPICAL ANCHORS TYPICAL ANCHORS 0 d ty IS SEE ELEV. N FOR SPACING a4 •.••�• � FOR SPACING Q� w Q'pi{7 X03 ---- ----- - -- - --- ------- --- ------- Sz$ -- -- ---- .• Qu�mf EXTERIOR 1 B E7 D.L.OPG. ,a WOOD BUCKS ,.4 e e.E 1BY WINDOW WIDTH WOOD BUCKS 3 /SEE PICAL ANCHORS 3 ELEV. '^ FOR SPACING j Z 1/4'MAX =) J LU L _ MIAMI—DADE COUNTY ¢ J APPROVED MULLION SHIM .. SEE SEPARATE NOA 3VN•w X 0 0) a: Od•M� TYPICAL ANCHORS Z 3�•i• . I I I I SEE ELEV. 5::Z n I I FOR SPACING w •r., li II VI en � v I I W W M II II 11 w I I MWDLICf IEVISM 8o F Jtb thedG�l Aaelptaeo o Y� r TYPICAL ANCHORS Cerullal STRUCTURE v SEE SLAV. $$ FOR SPACING WINDOW WIDTH WINDOW WIDTH .f�. �� o �._C 0 7 2017 i `s4 2 :�Q• ATEs Fr , � drawingno. .: yy 16-70 EDGE DIST. MIAMI-DADE COUNTY APPROVED `0 METAL MULLION&MULLION ANCHORS -� STRUCTURE ...�• e C EDGE DIST. SEE SEPARATE NOA Z n e1 a 0 - I N a_ .',•• EDGE GIST, IL I a � ---- ------------ cow 0 0 g � I mA H O E5 E5 y ES V p g p O ALT. Q a o 0obre TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q r SEE ELEV. SEE ELEV. SEE ELEV. M0DllCf HEVTSED {L 2 aT,�d FOR SPACING FOR SPACING FOR SPACING "�p�MLk The)FIptipy o (smAlo�Codo � Aa camel a Na_ f•'L Q uz1 j;fplrsteep ale I r 2/_ 5I- VtJ #kr' P Gmrot v> Z U O W 1/4' MAX. © X C) w SHIMS .zz G E5 ALT. o _Z 3 h ra Ga TYPICAL ANCHORS 3 Z o SEE ELEV. 4Ji FOR SPACING Vl U)N a; . w W M a .4. a. .4 TYPICAL ANCHORS ••. °�i z SEE ELEV. O FOR SPACING WINDOW WIDTH r r m d y ri T� o-N ALT. Ec Q 7 2n+7 `Y 111 Irw,vlry,' , m d o ES • 70692 • INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS v = i ' >•. v o N SEE SHEETS 4 &5 FOR WINDOW DETAILS ,• o~ I v A P j� drowMg9 no. EDGE DIST.' /i/, W16-70 sheet 6 of 9 TYPICAL ANCHORS ILLUSTRATIVE DSEE ELEV. IONLY FOR SPACING m E1CT.OR INT.FINISHES NOT 6'f E.S.WDW. z�• Z q J TYPICAL ANCHORS: SEE ELEV.FOR SPACING g I110 WOOD SCREWS(GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d 1-1/2" MIN. PENETRATION INTO WOOD o 17 a aLmu ALT. Q $10 TEKS/SELF DRIWNG SCREWS LL Z y AT 6 FROM ENDS OLS AND 12 O.C. MAX. a 1/4e AUX n GAP n I 1/2'MIN. 3 "� g JZ FF � a W _ E6 ALT. w 3 h X 00"o o d M [�•i #10 TEKS/SELF DRILLING SCREWS W mouvcf REVISf.A O Z 3 m AT 6 FROM ENDS N AND 12 O.C. MAX. •.i.ebTo[f1�9 3Z o _ Aa�Ptnneet. r -rz� •t'L (n o ,plmrigw Den�,�� aZ W W M TYPICAL NCSEE E EXTERIOR o� FOR SPACING m #10 TEKS/SELF DRILLING SCREWS WINDOW WIDTH 000 AT 6 FROM ENDS m z z AND 12 O.C. MAX © s° F ALT. I E6 DEC 0 7 2017 - `7111 .. Q J 4. .;:;. INSTALLATION DETAILS WITH FIN FRAME ADAPTERS = 7 SEE SHEETS 4 & 5 FOR WINDOW DETAILS � A OF :�ST/�� drawinge no. TSYEP' VANCHORS FOR SPACING ���®®��I'11�177�7 sheat 7 of 9 . i 2.917 ITEM @ PART REOD. DESCRIPTION MATERIAL !SANE./SUPPLIER/R86fAR%3 4 V 0 `1� n E1 ES-EL151 •1 FRAME BO63-T6 .050 E2 ES-EL152 AS REOD. FRAME SCREW COVER 6063-T6 .937 E3_ ES-EL109 AS ROD. GLAZING BEAD(5/16'IAM.GLASS) 6063-T6 - 1.562 .L .719 E4 ES-EL111 AS ROD. GLAZING BEAD(INSUL LAM.GLASS) 6063-TB - F ul Z q w II '082 E5 ES-ELI 12 AS READ. FLUSH FRAME ADAPTER 6063-T6 - CL 8 1 187-�I E6 ES-ELI IS AS REOD. FLUSH FRAME ADAPTER WITH FIN 6063-T6 - 911I E7 ES-ELI 10 AS ROD. GLAZING BEAD(7/16`LAM.GLASS) 6063-T6 - IL Gj Et FRAME M1 Q8 X 1' - FRAME ASSEMBLY FASTENERS ST.STEEL PH SMS �{ M2 ES-5008A AS REOD. GLAZING BEAD BULB SILICONE DUROMETER 60±5 SHORE A a 040 277 M3 80-372A 2/LITE SETTING BLOCK AT 1/4 POINTS(LAA.GLASS) SILICONE pUROMETER 8015 SHORE A Q.� M4EL100-801 2/LRE SETTING BLOCK AT 1/4 POINTS(INSUL.LAM.GLASS) SILICONE DUROMETER 80±5 SHORE A 1QD g N MS �B X 1' - FLUSH/AN FRAME ADAPTER ASSEMBLY FASTENERS ST.STEEL FH SMS a W 0• Gi LI.670 E2 FRAME SCREW COVER Q 2.857 L� .045 N .500 625 ' 3 2.780 j U E5 FLUSH FRAME ADAPTER 1.428-1 X 0 0) 0 o Z m 1.500 .083 L W O _ I �� .500 625 W M 2 1— .045 2.7804 (E.) E6 FLUSH FRAME ADAPTER WITH FIN g�L �pOU�� FIaM� C P •�2 b pgtaa No O6 OaA • Hoc N --{.833 Fes- .519-1---� x.135 �````����•�� ''i''�I � •� � ' I I I mil _ k.7 2 �— .625 .050 .974 .8225— .05 4 8 A OF �� drOwing9 no. O -! .202 O �! 202 E4 zo2 ,s ... ioa.•��a��,•� W16-70 GLAZING BEADS 77����j�1j1�1tAA\ sheet $ of 9 o� >�e No 4a r 1 � S N n N I� \ n ��y�e. �.•'���� L/-233 v 2� a date: t1-ta-ts revisions: ES-EL150 FIXED ALUMINUM WDW. (L-M.I.) AL-FAROOQ CORPORATION a m 4 _L .1 edescriptionOUTENGINEERS&PRODUCT DEVELOPMENT A ostzn No wm,N c TNs SHEET E.S. WINDOWS, LLC f O 9360 SUNSET DRIVE,SUITE 220 a tt 2�.n No nw cE TF�sNrFi 3550N.W. 49 STREET MIAMI,FLORIDA 33179 dr.by: TARIO (C-4,V. 3638) ° v MIAMI, FL 33142 TEL(305)26a8100 FAX 005)2626978 to 0 P chk.by TEL (305)63B-5151 FAY- (305)638-5158 COMP—ANL W16-70ES