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HomeMy WebLinkAboutFixed EL-150 FL 21461.1 r„�r'r�..r ,-y ,.;✓„ a r✓' r:-f r._�� -,a✓r ,-'r ,.� �r� �a����'�r�-r s``� -r-.�'"��'i,-, :ir� .�,-^� �.,�` :;u,�. .�J��1')"� i f'I 91 i.ls d'`�l `�-:-^ -'� „-"��,,. �'-' r -'"' .,=r, ,� ��,r�r�-r;-� '�.rr' .,-'�.:� r.5:.. �,�`:.�✓-"�, r.. ., - �` �� � �"'r,�`� --y "/.,.,=�.-✓ �, �; ---yr- �=-�ary�,r-��7`"ti„'.-�:�V �F^���wry �'�'� r "' '�y� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications .Contact Us BCIS Site Map Links Search bProduct Approval USER:Public User i Product Approval Menu>Product or Application Search>Application List>Application Detail a 1 FL# FL21461-R3 Application Type Revision Code Version 2020 Application Status Approved Comments Archived K Product Manufacturer E.S. Windows,Inc. Address/Phone/Email 10653 NE Quaybridge Ct, Miami, FL 33138 (305)624-7775 achamorro@eswllc.com Authorized Signature Jalal Farooq veronica@afceng.com Technical Representative Manuel Perez Address/Phone/Email 10653 NE Quaybridge Ct. Miami,FL 33138 maph@bellsouth.net Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received i a Florida Engineer or Architect Name who developed the Jalal Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications,Inc, Quality Assurance Contract Expiration Date 07/16/2025 ~ Validated By JAVAD AHMAD PE,INC. i Validation Checklist-Hardcopy Received N Certificate of Independence FL21461 R3 COI SS - EL150 FIXED ALUM WINDOW(LMI NI -CI 2020.pdf i Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By t i Sections from the Code I a . r Product Approval Method Method 1 Option D w Date Submitted 08/13/2020 Date Validated 08/13/2020 Date Pending FBC Approval 08/22/2020 Date Approved 10/13/2020 Date Revised 07/07/2021 r� Summary of Products FL# Model,Number or Name Description 21461.1 Series ES-EL150 Aluminum Fixed Large missile impact resistant aluminum fixed window. Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL21461 R3 II SS- ES-EL150 FX(LMI) DWG W16-76 Approved for use outside HVHZ:Yes (2020),pdf Impact Resistant:Yes Verified By: Jalal Farooq PE#81223 ri Design Pressure: +80/-105 Created by Independent Third Party:Yes Other:See drawing W16-76 for span vs, load combinations Evaluation Reports and installation details. FL21461 R3 AE SS- ES-EL150 Alum FW(LMI)-PAE 2020.pdf Created by Independent Third Party:Yes Y 21461.2 Series ES-EL150 Aluminum Fixed Non-impact resistant aluminum fixed window. Window a Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL21461 R3 II SS- ES-EL150 FIXED ALUM WDW(NI) -DWG Approved for use outside HVHZ:Yes 20-61F.pdf Impact Resistant: No Verified By: Jalal Farooq PE#81223 Design Pressure: +80/-80 Created by Independent Third Party:Yes Other:See drawing 20-61F for span vs, load combinations Evaluation Reports nY and installation details FL21461 R3 AE SS-ES-EL150 Alum FW(NI)-PAE 2020.pdf Created by Independent Third Party:Yes M w Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 - �'' The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility.Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850,487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails �., provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S„please click here. "4 Product Approval Accepts: Credit Card " . Safe i i i AL - FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20 -3 • METHOD 1 OPTION D FL 21461 Detailed Product Description : Date : 8/7/2020 Manufacturer : E . S . WINDOWS , LLC Manufacturer Address : 3550 NW 49 STREET. M [AM I FL 33142 Model Name : SERIES ES- EL150 FIXED ALUMINUM WINDOW Maximum Load : +80 PSF , 405 PSF ( Large Missile Impact) Installation Drawings # W16-76 This product complies with the High Velocity Hurricane Zone ( HVHZ) testing requirements . For maximum sizes, combination of span vs loads and anchor type refer to installation drawings . Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I . S. 2/NAFS/TAS-202) Test Descript�onry r ,_.n. , Test t acation ?e3tReporfi Date , . Tesx Report # . . Y ,r. Test S�ale21 By , e- _. . Blackwater Testing, Inc 11/14/2016 BT-ESW- 16-004 Constantin Bortes, P . E . Air Infiltration 4/23/2020 FTL- 11027 ASTM E283 Leakage Fenestration Testing 4/30/2020 FTL- 12002 Idalmis Ortega, P . E . Laboratory, Inc 4/30/2020 FTL- 11035 Blackwater Testing, Inc 11/14/2016 BT- ESW- 16-004 Constantin Bortes, P . E . ASTM E331 OR Water 4/23/2020 FTL- 11027 ASTM E547 & TAS penetration Fenestration Testing 4/30/2020 FTL- 12002 Idalmis Ortega , P . E . 202 Laboratory, Inc 4/30/2020 FTL-11035 Blackwater Testing, Inc 11/14/2016 BT- ESW46-004 Constantin Bortes, P . E . ASTM E330 & TAS Uniform Static Air 4/23/2020 FTL-11027 202 Press . Fenestration Testing 4/30/2020 FTL-12002 Idalmis Ortega, P . E . Laboratory, Inc 4/30/2020 FTL- 11035 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203 ) ' Jest Aescr►ptton Test Loeat�an . , ,, , Test Report Date Test Report# _ 1eslel Test Sealed By . Blackwater Testing, Inc 11/14/2016 BT- ESW- 16-004 Constantin Bortes, P . E . FBC 1626 . 2 Large Missile 4/23/2020 FTL- 11027 (TAS 201 & 203 ) Impact & Cyclic Fenestration Testing 4/30/2020 FTL-12002 Idalmis Ortega, P . E . ANSI Z97 . 1 Laboratory, Inc 4/30/2020 FTL-11035 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code , Evaluation Report Engineer : FA&0 . . . . . , 0 ' ��GFN&4 ' • P No . B a- j ; (��•. . , St it • ( � Jalal Farooq PE # 81223 ' F Fcuaar . . ss/ONAL Sealed : 8/7/2020 AI - Farooq Corporation EB # 3538 I i I 9360 Sunset Drive STE 220 I Miami , FL 33173 T: 305 .264 .8100 F : 305 . 262 .6978 www . afceng .com I alfarooq@afceng .com I i 60• 60• U w WINDOW WIDTH WINDOW WIDTH �1�1 . �Y to 7/8' 56 7/6' � 3 D.L.OPG. D.L.OPG. WINDOW WIDTH Z u m 12' 12• _ 0 H m 5'MAX. MAX. 6'MAX. MAX. .L 7/6 I-w i N as D.L.OPG. HEAD/SILL A HEAD HEAD/SILL A HEAD _ Q a S o CORNERS 4 SILL CORNERS 6 SILL 12 0 O 6•MAX. MAX. 0 HEAD/SILL A HEAD CORNERS 7 SILL o I- II II 0 t m r a a O j ro It Q a o o m =�___ O C¢ a II II II II II II C II II Ir Ir Z J ao �IIII 11 it �IIIII 11 II 7 JII II Q wjLL a Z O- m u I I u I J a ID m w a n 4 4 ZME w _ \a I I x \ I I O 1 1 Q wm2 eT r o yy ll----,,LL 10 r o __—�===_ll____rL=== w � o _==1�-r.== ---===- fir= ��---II •�00 O o �i ��---II a 3 r O z _ II I II N z ii II N O N , II I m = JC m O I m m - II II 11 II II a II II II 3 tD II it II II II II it II � II II z .. _J J J W Q � FALSE MUN0N5 B m w g m w B m w (�y H (SURFACE APPLIED) 4 ; z 6 z 7 : z UJ 3 rn o MAY BE USED o o o p rMi m b U U U M Z 3 J TYPICAL ELEVATION m TYPICAL ELEVATION TYPICAL ELEVATION 3 z FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH FIN ADAPTER Wo N WINDOWS WITH FIN FRAME ADAPTERS LIMITED TO w W n GLASS TYPES'A','Ai','B','Di&'E'ONLY ES-EL150 FMD ALUMINUM WIND0IV DAYLITE OPENINGS: DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D.LO. HEIGHT = WINDOW HEIGHT - 3.125" CHARTS SHOWN ON SHEETS 3 AND 3.1. REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA D.LO. WIDTH = WINDOW WIDTH - 3.125- BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). o s APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE o COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS WINDOWS WITH GLASS TYPES 'AA', 'BB' & 'AA," COMPLY WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TO THE BUILDING STRUCTURE WITH REQUIREMENTS OF ANSI Z97.1. m S b F.B.C. APPROVED MULUONS IN BETWEEN. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL WILL APPLY TO ENTIRE SYSTEM. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. SHUTTERS ARE NOT REQUIRED. •• c v ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE FL #21461 w g MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT SeBIed:8/13/2020 A1T 11 tll J/J J. c<m COME INTO CONTACT WITH OVER DISSIMILAR MATERIALS SHALL MEET THE A INCSTAIlAC?ION OF THIS PRODUCT BASED ON THIS PRooucrRtvAiuAnorci ``` ,'.F _JJ,���i� REQUIREMENTS OF THE 2017 2020 FLORIDA BLDG. CODE&ADOPTED STANDARDS �, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDMONS DETAILED THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION r $_= JG� •'•. o FORA SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ON THIS DOCUMENT. i OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF No,S1223 - n WATER INFILTRATION RESISTANCE ETC. ALTERED BY ANY MEANS. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, C'SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED AND TO BE REVIEWED BY BUILDING OFFICIAL ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.P) r0 FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED %®•.. ST �\ drawing`no. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. ii �••. �� W16-76 IN ACCORDANCE DO COMPLY SECTION WITH SECTION 9709.9:FLORIDA BUILDING CODE D-TMtES PftoraslONAI va�CIN of RECORD ORIGINAL Pft AND SIGNATURE of ®��IT����` sheet 1 of 9 1/8"HEAT STREN'D. GLASS .3/16"HEAT STREN'D. GLASS U ro 090"Interlayer 090" Interlayer Trosifol PVB Trosifol PVB By'Kuraray America, Inc.' By'Kuraray America,Inc.' m 3 Z OR OR n m .090"Interlayer .090" Intorlayer SentryGlas SentryGlas F.W By'Kuraroy America, Inc.' By'Kuraray America, Inc.' Q f e N T OR OR 0 ti m O .090"Interloyer .090" Interlayer Q�N`" Soflex Clear And Ca1or Glass Saflex Clear And Color Glass fS Ni OR'Eastman Chemical Co.' By'Eastman Chemical Co.' Iyut OR C 075"lnterlayer . .075"Interlayer "A n _ Soflex CP With PET Core Saflex CP With PET Care p ui d By-'Eastman Chemical Co.' By'Eastman Chemical Co.' M g- F Z 11 3/16'HEAT STREN'D. GLASS Q 6 n 0 1/4-HEAT STREN'D. GLASS z_m z m SILICONE fY N at O.q j,. /— SILICONE y M2 _ i. DOWSIL 795 3f t8° ATR SP_�CFLCMiSTING OF: Q.�ii N N I DOWSIL 795 a 5 Ij it DOWStL 983. SPACER: IL Z H DOWSIL 983 \ DOWSIL INSTANT GLAZE III + O g J IP DOWSIL INSTANT.GLAZE III ii !j 'HELIMA' LOW PROFILE ALUMINUM SPACER J i m !!) i! !1 BY 'LINGERMANN GMBH' Q m rn S 1. 1: AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: _ 0 0 SILICONE � w M3 AT 1/4 POINTS ON LRES M3 AT 1/4 POINTS ON LITES GE 2000 DOW NING 791 ... n WIDER THAN 36"ONLY WIDER THAN 36"ONLY 3 GLASS TYPE 'A' GLASS TYPE 7/16"OVERALL LAM. GLASS o 7/16"OVERALL LAM. GLASS � n Z 1/8"TEMP.GLASS 1/4"TEMP. GLASS ¢ J-L " 5/32"TEMP.GLASS 5/16"AIR SPACE 5/16"AIR SPACE C, UI�i 5/16"AIR SPACE w 3 1/8"HEAT STREWD. GLASS 1/8" HEAT STREN'D. GLASS x O�r7 iD 5/32"HEAT STREN'D. GLASS G. Q r>n .090"Interloyer .090"Interlayer 090"Interlayer O Z 3�. Trosifol PV8 Trosifol PVB w Trosifol PV8 80R'Kuraray Americo, Inc.' By'Kuraray America, Inc.' By 'Kuraroy America, Inc.' w O OR .090" Interloyer 090"Interayer 090' Interlayer N W-Q J SentryGlas SentryGlas SentryGlos By'Kuraroy America,Inc.' By 'Kuroroy America, Inc.' By'Kuraray America, Inc.' OR OR OR .090"Interlayer .090"Intorlayer .OW Interlayer Soflex Clear And Color Glass Soflex Clear And Color Glass Saflex Clear And Color Glass BR'Eastman Chemical Co.' By'Eastman Chemical Co.' By'Eastman Chemical Co.' .075"Interlayer 075"Interlayer 075'Interloyer Saflex CP With BET Core Saflex CP With PET Core Soflex CP With PET Core By'Eastman Chemical Co: By 'Eastman Chemical Co: DOWSIL 791SILICONE By'Eastman Chemical Co.' 4 1/4'HS. GLASS 5/32"HEAT STREN'D.GLASS (1/8"X 1/16') 1/8"HS. GLASS m SILICONE SILICONE F DOWSIL 795 � DOWSIL 795 Iu SILICONE DOWSIL 983 DOWSIL 983 DOWSIL 795 z m DOWSIL INSTANT GLAZE III z m DOWSIL INSTANT GLAZE III z m Sealed:8/13/2020 o M2 i:• Mz M28 FL .#21461 N a N \ f \ \ d o IF Ii 1 il' !j iI 11 .!j� I II ````1 '','�7i _C •�10ENSF N \ o o No.81223 E4 M4 AT 1/4 POINTS E4 M4 AT 1/4 POINTS t E4A M4 AT 1/4 POINTS - ALL SIZES ALL SIZES �" ALL SIZES � 1 xz c ��®•• ST r��� ` GLASS TYPE 'Ai' GLASS TYPE 'Di' GLASS TYPE 'Ei' f o �� `' ., Gym: drawing no. 7/B" GLAZING OPTIONS OVERALL INSUL LAM.Go W16-76ss 7/8"OVERALL INSUL LAM.GLASS 7/B'OVERALL tNsuL.LAM. GLASS ��r��'®ff �L t1��\`` sheet 2 of g aw 1 /8" HEAT STftEN'D. GLASS jF3 " STREN'D, GLASS 3/16" HEAT SiREN'D, GLASS. 3/16" HEAT SiREN'D, GLASS 3 m 090" Interlayer Interfayer 090" Interlayer 090" Interlayer Q y m z SentryGlas Glos SentryGlas SentryGlos n '4 By Kuraray America, Inc.' uraray America, Inc" By ' Kuraray America, Inc.' By 'Kuraray Americo, Inc.' Q f ^c � I 1 /4* HEAT STREN'D, GLASS4" HEAT STREN'0. GLASS a: 3/16" HEAT STREMD. GLASS d - 3/16" HEAT STREN'D. GLASS it 00 `, o c0i ci . cil m SILICONE SILICONE m .SILICONE m SILICONE d �u rn DOWSIL 795 DOWSIL 795 m DOWSIL 795 rn DOWSIL 795 &C 0 M2 j ; M2A j ; 0 t W M � � avii 1 It I II Q > M 0 — M pang0 ZtE 0 0 0 0 40SIZE7 w w E7 w E7A k wmLLM3 AT 1 /4 POINTS ON L1TE5 �1 1/4 POINTS ON Lf(ES w M3 AT 1 /4 POINTS ON LITES M3 AT 1 /4 POINTS ON UTES amWIDER THAN 36" ONLYDER THAN 36" ONLY WIDER THAN 36" ONLY WIDER THAN 36"1 ONLY w m GLASS TYPE 'AA' GLASS TYPE 'BB ' 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS - 3 I 3 0 z Jr J J W 04 Q Q uj uj N in x 0 0) M h 1/8" TEMP. GLASS 1 1 z 5/16" AIR SPACE 3 z J 1 /e" HEAT STREN'D, GLASS N to w Ld � k .090" Interloyer SentryGlos SILICONE By 'Kuraray America, Inc.' DOWSIL 791 (1 /8" X 1 /4") 1 /4" HS, GLASS SILICONE m DOWSIL 795 a z N _ In u g M28 y I L I' l Sealed:8/13/2020 a o e: 0 E4A P c AT 1/4 POINTS M4 ALL SIZESILA �� ®o�,. • . �i 'O a GLASS TYPE ' AA.V e 7/8" OVERALL 1NSUL LAM. GLASS No, 81223 n GLAZING OPTIONS FL # 21461 7�� 7�BrPde�1 \ \�`� ` sheet2. lof 9 DESIGN.LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-.PSF WINDOW WINDOW w FLANGE FRAMES, FLUSH FRAMES, FIN FRAMES FLANGE FRAMES, FLUSH FRAMES, FIN FRAMES WIDTH�1 I�WI-DT�H GLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPES �- WINDOW DIMS. 'A' 'B','Ai','Di'. 'Ei WINDOW DIMS. 'A' E','Ai','Di'.'Ei F x g m J WIDTH HEIGHT EX.(+) 1NT.(-) W.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 71 z 30" 60.0 80.0 80.0 80.0 30" 50.0 80.0 80.0 80.0 m I 36" 60.0 80.0 80.0 80.0 36' 102" 60.0 72.9 80.0 80.0 0 G�. o 42- 48" 48" 60.0 60.0 80.0 80,0 30" 60.0 80.0 80.0 80.0 3 g a�n` U 54' 60.0 60.0 80.0 50.0 36" 108" 60.0 72.0 80.0 80.0 L J oI..t ,� 60" 60.0 40.0 80.0. 1 80.0 42" 60.0 1 63.8 80.0 solo 0 C1"n m LL 30" 60.0 80.0_ 80.0 solo 30" 60.0 80.0 80.0 80.0 V G 114" WINDOW WIDTH WINDOW WIDTH 36" 50.0 80.0 BO.0 BO.o 36" 60.0 71.3 80.0 80.0 _0 a C G g 42" 54" 60.0 68.6 80.0 solo 30" 120" 60.0 80.0 80.D 80.0 48" 60.0 60.0 80.0 80.0 36" 60.0 70.6 80.D 80.0 I I F �, O q 54" 53.3 53.3 71 A 71.1 a 1D 60" 53.3 53.3 71.1 71.1 i w I I =O f aw 30" 60.0 80.0 80.0 80.0 3 " 3 I 4� Q w M.f 36" 60.0 80.0 80.0 80.0 DESIGN LOAD.CAPACITY- PSF 42" 60" 60.0 5B.6 80.0 80.0 FLANGE FRAMES, FLUSH FRAMES, FlN FRAMES 48" 60.0 60.0 80.0 80.0 GLASS TYPE GLASS TYPES 54" 53.3 53Z 71.1 71.1 WINDOW DIMS. 'A' 'B','Ai,'Di','Ei WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH v 60" 48.0 48.0 64.0 54.0 WIDTH HEIGHT EXT',(+) 1NT.(-) EXL(+) 1NT.(-) 30" 60.0 80.0 80.0 80.0 19-1/8" Solo solo solo solo 3 M 36" 60.0 80.0 80.0 80.0 26-1/2' 60.0 80.0 80.D 80.0 ( "' 42" 66" Solo 68.6 solo solo 37" 26" Solo 80:0 80,0 solo � I � � � % ' 48" 80.0 60.0 80.0 80.0 48" 60.0 80.0 1 80.0 50.0 3 I ' 3 `� ( 3 U 'vs• 54" 53.3 53:3 1 71.1 77.1 53-1/8" 60.0 80.0 80.0 80.0 L J 4 ¢ 60" 48.0 48.0 64.0 64.0 19-1/8" 60.0 80.0 80.0 80.0 - H a Vi cl) n 30" Solo solo solo 50.0, 26-1/2" Solo solo solo 80.0 X 3 35" 60.0 80.0 80.0 800 37" 38-3/8" 60.0 77.8 80.0 80.0- F WINDOW WIDTH { WINDOW WIDTH WINDOW WIDTH a: 42" 72" 0.0 . 80.0 80.0 48" 60.0 75 O.0 80.0 80.0 8 50 48" solo Solo0 80:0 solo 53-1/8" Solo 75.0 solo solo � r- � F- r- -, � J -3 Z1i'o 54" 53.3 53.3 71.1 71.1 19-1 8" 60.0 80.0 80.0 80.0 w 'O z i z 60" 48.0 48.0 64.0 64.0 26-1/2" 60.0 80.0 8D.0 80.0 !� ��I !/ I .� Ln W Lill M g-i 30" 60.0 80.0 80.0 80.0 37" SO-5/8- 60.0 77.8 80.0 80.0 3Ll3 35" 60.0 78.0 80.0 80.0 48" 60.0 60.0 80.0 80.0 42" 78" 60.0 69.6 1 80.0 80.0 53-1/8" 56,9 56.9 75.9 75.9 ae" 60.0 60.0 1 30.0 80.0 19-1/8" 60.0 80.0 80.0 80,0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 54" 53.3 53.3 71.1 71J 26-1/2" 60:0 80.0 80.0 80.0 1 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS 30" 60.0 80.0 80.0 80'0 37" Sb" 60.0 77,8 80.0 80.0 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 36" 60.0 76.4 80.0 80:0 48" 60.0 60.0 80.0 80.0 o 42" 84" 60.0 68.6 80.0 80.0 53-1/8" 54.2 54.2 72.3 72.3 - U 48" 60.0 60.0 80.0 1 80.0 19-1/8" 60.0 80.0 80.0 80.0 y 54" 53Z 53.3 71.1 71.1 26-1/2" 50.0 80.0 Elm 80.0 30' 60.0 80.0 80.0 80.0 37' 63" 60.0 77.8 80.0 80.0 W NOTE: 36' 90„ Solo 75.0 solo solo 48" 60,0 Solo solo solo GLASS CAPACITIES ON THIS SHEET ARE °'m az" 60.0 67.1 80.0 80.0 53-1/8" 54.2 54.2 72.3 72.3 BASED ON ASTM E1300-09 (3 SEC. GUSTS). y o 48" 60.0 Soso 80.0 80.0 19-1/8' 60.0 Box 80.0 80.0 L 30" 60.0 80.0 80.0 solo 26-1/2" 60.0 80.0 80.0 80.0 36' 96" 60.0 73.8 solo solo 37" 76" Solo 7Z2 B0.0 80.0 / 42" 60.0 65.8 80.0 solo 48" 60.0 60.0 80.0 80.0 3 %i'l/- No.81223-48" Solo Solo solo solo 53-1/8" 54.2 54.2 72.3 72.3 ` ��®'•. 5T ��d(�, drawing no. Sealed:8/13/2020 ✓� WIWI-DTTHH AND LENGTH DIMENSIONS CAN BE ORIENTED - -�tS••'- ' .Q��` Wl 6-76 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE FL #21461 ////f �a _ ttII111111111 sheet 3 of 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW WINDOW l w FLANGE FRAMES & FLUSH FRAMES ONLY FLANGE FRAMES & FLUSH FRAMES ONLY WIDTH WI n GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE r ,, r ,I WINDOW DIALS. 'AA' & 'Aki 'BB' WINDOW DIMS. 'AA' & 'AAP 'BB' I - F Z WIDTH HEIGHT EXL(+) 1NI.(-) EXL(+) 1NT.(-) WIDTH HEIGHT EXi.(+) 1NT.(-) EXi.(+) 1NL(-) W Z Q F h za 48" 80.0 105.0 80,o 100.0 48" - - solo 80.0 / / E" W m a 54" solo 105.0 Solo 700.0 54" 102 - - 80.0 60,0 > 3 =i jL N 0 Q 60" 80,0 105,o Solo 100,0 60" - - 80,0 Solo a 0 O N `, m 66" 49" solo 105.0 Bo.O 100.0 48" - - solo solo 3 3 a N w 72" 8040 105.0 80.0 100.0 54" 108" - - 8040 solo I- J {a 78" 80,0 105.0 80.0 100,0 60" - - Solo B0.0 C U m 48" solo 105.0 solo 100.0 48" - - 80:0 Bo.O 114" WINDOW WIDTH WINDOW WIDTH 54" 71 .1 93.3 80.0 88.9 54" - - 8010 soo G 0 LLOD 'i 60" 71A 93.3 80.0 88,9 48" - - 8010 500054w 66" 71 .1 93.3 50.0 88.9 54" - - solo solo I _ N 72" - - Bolo 8819 2 ( 1 Z W LL 79" - - solo HH.9 - ! 1 i W.a 4e" wm 8010 105.0 80.0 100.0 # 54" 71A 93.3 80,0 88.9 L - - J 60" 64.0 84.0 80.0 8040 -- 66" - - 80,0 80,o DESIGN LOAD CAPACITY - PSF WINDOW WIDTH 72" - - 80,0 8010 FLANGE FRAMES & FLUSH FRAMES- ONLY WINDOW WINDOW- -WIDTH v _ 78" - - 80,0 solo -GLASS TYPES GLASS TYPE r - - - - � � r 1 a m 48" 80.o 10510 Bolo 10040 WINDOW DIMS. 'AA' & 'AAi' 54" 71 .1 93,3 8060 88.9 WIDTH HEIGHT EXT.(+) 1NT.(-) EXT,(+) 1M.(-) = I I N 60" 8010 solo 19- 1/8" Bolo 105,0 80,0 IOD.p �� Z 66" - - 72.7 72.7 26- 1/2" Bolo 105,0 solo 100.0 IL 'j 72.7 72.7 37" 26" 80,0 105.0 Bolo 100.0 J Q -3 u 78" - - 72,7 72.7 48" 80.0 105.0 So.o 100.0 O 1- N - 48" BOA 105,0 80.0 100.0 53-1 /8" 80.0 105.0 80,0 100.0 X m h 54" - - 8D.0 88,9 19-1 /8" 80.o 10510 Solo, 100.0 p-WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 0 d' iM] 60" - - 80.0 80:0 26-1 /2" B0.0 105.0 solo 100.0 I I O Z 'D 66" 72" - - 72.7 72,7 37" 38-3/8" 80.0 10510 80.0 100.0 r- - -� x lw l 1`- x r - - 1 LJZ » 72" - t5, 66,7 66.7 48" 8D.0 105'a 80.0 100,0/ 3 /r Nn73" - 66.7 56,7 53-1 /8" 80.0 105,0 80,0 100.0 i r -' r 1 W M48" 80,0 80,0 100,0 19-1 8" 80.0 105.0 80.0 100.0 354" - solo 88.9 26-1/2 solo 105.0 solo 100.0" 7880.0 80,0 37" 50-5/8" 8o,o 105,0 80,0 100,0 66" 72,7 72.7 48" 80,0 105,0 80:0 100.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 72" 66.7 66.7 53-t/e 75.9 99,6 solo 94.8 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS 78" - 66.7 s1 .5 53-1/8" Bolo 105,0 80.0 1o0A SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 4s" - - 80.0 100.0 26-1/2" 80,0 105.0 80.0 100.0 54" - - Solo 88.9 37" 58" 50.0 105.0 Solo 100.0 o` bp" 84" - - solo solo 48" 80,0 105.0 solo 100.0 m 66" - - 72,7 72.7 53-1/8• 72,3 94,9 Solo 90.4 72" - - ssa 66.7 t9-1/a" so.p 1os.o 80,o too.o w NOTE: 4e" - - solo tpG.o z6-1/2^ solo los.o 80,0 Loo.o GLASS CAPACITIES ON THIS SHEET ARE sa^ - - eo.o eo.p 37^ s3" solo 105.o solo 1ao.o BASED ON ASTM E1300-09 (3 SEC, GUSTS) . 2 o ,s: so" 90 - - 8010 8010 as solo 10510 solo solo L ` ��� 111111�/7� m $ 66" - - 72,7 72.7 53-1 /8" 72.3 94.9 80,0 90.4 72" - - 66.7 66.7 L62" 80,0 105,0 80,0 100,0 j q8" - - -Bo.O 100.0 $0.0 105.0 B0.0 100.0 �; VGEN %ww 54" „ - - 80,0 80.0 76" 80,0 105.0 80,0 10o.0 _ No. 81223 6p - - 80.0 80.0 50'0 10s.o 80.0 100,0 = fit i �r72.7 72.7 - - Bolo 90A Sealed:8/13/2020 � ol ' ��✓ � drawing ` no. WIND. AND LENGTH DIMENSIONS CAN BE ORIENTED �i �+*ffi® �®� W 16 - 7 6 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. FL # 21461 Q7jIII1 �111111N sheet3. lof 9 IBY• TYPICAL ANCHORS w y SEE ELEV. Y 1[s w WOOD BUCK _ FOR SPACING m ------------------- I 0 I o METAL I F.B.C.APPROVED a - EDGE DISC. oo EDGE STRUCTURE II MULUON&MULLION ANCHORS ii 3 DIST. I SEE SEPARATE APPROVAL I n r o EDGE GIST. I I 1 I Q y» z EDGE DIST, IL o c0i £1 1 L(GJ 0 �.cN1`yV O ♦II it � _ � � S g �y�C a fF- 1: cl 11 II II Qrp>M e II Ily TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS O'L p¢as SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING Y!m p a II II II U) 6 IS m WOOD BUCKS AND METAL STRUCTURE NOT BY 'E-S. WINDOWS J am I: T MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q uZi m AND TRANSFER THEM TO THE BUILDING STRUCTURE. it ou _ § f,Ij I.I: TYPICAL ANCHORS: SEE ELEV, FOR SPACING -1 II 1 I! 1/4" DIA, TAPCON BY 'TTW' (Fu-125 KSI, Fy-100 KSI) .3 m 1/4" DIA. ULTRACON+ BY 'DEWALT (Fu-164 KSI,Fym148 KSI) 3 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES it it it 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Z. i1 THRU 1BY BUCKS INTO CONC. OR MASONRY i t 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a J 0 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) Lu to v~i g ai !i i DIRECTLY INTO CONCRETE OR MASONRY O 3 O 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o Z M ~ 3z x ! 1. 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) n u W gr H 1/4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) Wit ii INTO F.B.C. APPROVED MULLIONS En w n OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) jT ail (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS j!t ALUMINUM: 1/8" THK.MIN. (6063-T5 MIN.) it ii STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) it I! o d it it it TYPICAL EDGE DISTANCE - illi INTO CONCRETE AND MASONRY = 2" MIN. 4 i 4 INTO WOOD STRUCTURE 1"' MIN. it i Ij j, 1.6 INTO METAL STRUCTURE - 3/4" MIN. O !!G it it it WOOD AT HEAD,SILL OR JAMBS SG = 0.55 MIN. B n II 4 4 q CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. a ro a II E2 li !I!i E2 o C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.. I�I 4 it i! » l`� `YY1111II711j1j �c El M1 b � M1 ��'•:'VYCEN F•_ i u a ° _ No.81223 _ EDGE DIST. >.o 18Y Z m 6 ,WOOD BUCK %� s - v l � Sealed:8/13/2020 �® _ � '• � d no. rawing - ° TYPICAL ANCHORS- TYPICAL ANCHORS ' 0. (9\�� W 16-76 FOR SEE SING EDGE DIST. SEE E FOR SPACING FL #2.1461 �/'1® h11f1t1YYYY� sheet 4 of 9 a � I Z � t/+F" MAX. O ' /SHtMMS Ctop W n SHIM t/4" MAX: Q f 2 N E a Q 6 0 Mt TYPICAL ANCHORS SHIMS - _ 5� ANCHORS O ELEV. IL � � SEE ELEV. FOR SPACING FOR SPACING ad ar C ` O gym ° Ile een 0 � KZJ .n,. Q W LL m mo3 w o N _ _ _ w a Q W A f W � ° EXTERIOR - - - t � Et OIL OPG. WOOD BUCKS J e 18Y " N wlNDow WIDTH WOOD BUCKS 3 p 3 TYPICAL ANCHORS " SEE ELEV. n FOR SPACING z Z V Jw 11/4" MAX. Q J La F.B.C. APPROVED MULLION SHIM p (n N SEE SEPARATE APPROVAL X h 0 M m TYPICAL ANCHORS p z SEE ELEV• Z I I FOR SPACING w = n On II i ' uj WM � r - II II II 11 I 1 I ( II Ill lmmr_ _ TYPICAL ANCHORS METAL ° STRUCTURE % SEE ELEV, FOR SPACING WINDOW WIDTH WINDOW WIDTH 0 0 No, 81223 Sealed:8/13/2020 ® ' drawing9 no. FL # 21461 ��ii�® tBdAttt���` sheet 5 of 9 EDGE GIST. rn U w METAL F.B.C. APPROVED tO MULLION & MULLION ANCHORS > �\ EDGE DIST. STRUCTURE SEE SEPARATE APPROVAL m } AO .I e o h N Q WI EDGE DIST. a Q N lip aW0 ES a y E5 a y ES N n PA > m C I O �_ S m � TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS �' Z SEE ELEV. SEE ELEV. SEE ELEV. LL Z N FOR SPACING FOR SPACING FOR SPACING J 00 11 / y� \ W N J N 3 m 3 D o D M Z Qy J J W w O N s Lo 1/4" MAX. iO 00 (� SHIMS O O a M Z SC ES ALT. 0 Z :� TYPICAL ANCHORS 3 Z SEE ELEV. ...JO = FOR SPACING N 6 ¢ J W 4 l to M 4 a w c 0 0 n G O TYPICAL ANCHORS SEE ELEV. O FOR SPACING B WINDOW WIDTH . . c 0 0 ALT, N ES g \1111i 111 / 1 1 It JC77 ENSF i •o INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS . . No. 81223 • v >v � ' - SEE SHEETS 4 & 5 FOR WINDOW DETAILS � •� ; v° lipviiI It � :® ST AIR. drawing < no. Sealed:8/13/2020 EDGE DIST. � FL # 21461 ' / :9F � * ���®% W16 -76 1/ 11I1t111Y\1 sheet 6 of 9 TYPICAL ANCHORS v ILLUSTRATIVE DTLS, ONLY SEE ELEV- EXT. OR INT- FINISHES FOR SPACING .o NOT BY E.S. WOW. z 3 O F �p TYPICAL ANCHORS : SEE ELEV. FOR SPACING f, W m < m CL 2 q CL #10 WOOD SCREWS (GRADE 2 CRS) o c; INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 - 1 /2" MIN, PENETRATION INTO WOOD a Q m g ALT. O a n o V4 Ix RINm m #10 TEKS/SELF DRILLING SCREWS In mzs AT 6 FROM ENDS 02 .. AND 12 O.C. MAX. j Z 0 g j aLu02 1 /4" MAX. J GAP m 3 1 1 /2" MIN. LLJ � o z W Q O Q _ O E6 ALT. ow N Ln N X. 0O � o W p rM m 3 E+ #10 TEKS/SELF DRILLING SCREWS p -Z m >G AT 5 FROM ENDS 3 Z W AND 12 O.C. MAX. w �(n E� w ¢ �W M g TYPICAL ANCHORS EXTERIOR SEEE EL HO o RS FOR SPACING 110 TEKS/SELF DRILLING SCREWS, WINDOW WIDTH U AT 6 FROM ENDS AND 12 O.C. MAX. © 0 v E6 y ALT: I ` o FA INSTALLATION DETAILS WITH FIN FRAME ADAPTERS No 81229 _ r SEE SHEETS 4 & 5 FOR WINDOW DETAILS a Sealed:6/13/2020 STD drawing ` no. /TYPICAL ANCHORS ��ir�sl ''• 0SEE , FOR ELLV, FL # 21461 iir ® 1 / 11 1110 `�� sheet 7 of 9 � ] N �^- 2:917 ITEM PART # REgD. DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS E1 ES-EL151 1 FRAME 6063-T6 937 •O50 E2 ES-EL152 AS READ, FRAME SCREW COVER 5063-T6 - m � 1 .562y E4 ES-ELM AS. ROD. GLAZING BEAD (INSUL LAM. GLASS) "6063 - 0 1- b m Z E4A ES-EL116 AS ROD, GLAZING BEAD (INSUL LAM. GLASS) .062 Z a ES ES-Ell 12 AS REDD. FLUSH FRAME ADAPTER - d a g 1 187 - E6 ES-EL11.5 AS REDD. FLUSH FRAME ADAPTER WITH FIN - WE7 ES-EL110 AS- ROD. GLAZING BEAD (7/16" LAM. GLASS)FRAME E7A ES-EL123 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) OtIr fl c > m Mt #8 X 1 " - FRAME ASSEMBLY FASTENERS VST. STEELPH SMS Q' mo2mr .040 M2 ES-5008A AS REDD. EXTERIOR- BULB GASKET DUROMEER 60±5 SHORE .A C a odoM2A EL700-G02 AS REOD. EXTERIOR LEAF GASKET OUROMETER 50±5 SHORE A � ZM -S ES-H-340-GOS AS REOD. EXTERIOR WEDGE GASKET DUROMETFR 65t5 SHORE A y670 M3 80-372A 2/ LTfE SETTING BLACK AT 1 /4 POINTS (UM. GLASS) DUROMETER 80t5 SHORE A LL ZO0 al M4 EL100-B01 2/ UTE SETTING BLOCK AT 1/4 POINTS (INSUL LAM. GLASS) DUROMETER 80±5 SHORE AFRAME SCREW COVER M5 #8 X 1 " - FLUSH/FIN FRAME ADAPTER ASSEMBLY FASTENERS FH SMS 2.857 45 0 � n N .500 625 b- 2.7e0 --=I U FLUSH FRAME ADAPTER -1 � w t .a2s — O yul N 11 >Q d' W 1 .500 .063 Z m. 30 w a Log 1500 - .625 w Ld M r T ) .045 —� F2.780 E6 FLUSH FRAME ADAPTER WITH FIN 0 m C 0 0 n ,519I^- .135 _057No, 81223 ,fi2� 5 _O50 974fi2�_ D 974 •625 ,p62 .974 '62p5 062 974 = 1• 1 _ = 2 202 zoz zo2 zo2 Sealed:8/13/2020 0 BT '�t4%a drawing no. OETA GLAZING BEADS E4 E4A FL # 21461 ���7 ® I I t 1�t 11 % �`\ sheet $ of g CD z � / M5 Q f ct / O / v o > m 0 O � t , a to in 0cq Q W Z N {L ZN — m J V �Q •] WELDED Q w m f JOINTS FLUSH fSH ERA?<dE ADAPTER CORNER g m J Y) i m 3 t0 � m dddaaa � .. RECT. OR SQUARE WIND 2WS CIRCULAR WINDOWS III w W l� a Of ui I x prn w vio � " W Ln Ms c 0 U FIN FRAME ADAPTER CORNER a v ``TT1111111 / llli � c �L FAQ No. M223 — �o�yy • ST F ••�4q � drowing9 no. d •• Se21ed:8113/2020 F ® � W16 - 76 10 FL #21461 ����i�� llnll ``P� sheet 9 of 0