Loading...
HomeMy WebLinkAboutES-EL150 Fixed FL21461.1 7/29/2021 Florida Building Code Online I EMS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts ( Publications j Contact Us BCIS Site Map i Links 1 Search I�OIiGc1 ed� Product Approval 'X USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail ..�3 FL# FL21461-R3 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer E.S. Windows, Inc. Address/Phone/Email 10653 NE Quaybridge Ct. Miam, 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 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. Validation Checklist - Hardcopy Received Certificate of Independence FL21461 R3 COI SS - EL150 FIXED ALUM WINDOW (LMI NI)-CI 2020.pddf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 i Equivalence of Product Standards Certified By I i Sections from the Code i I Product Approval Method Method 1 Option D i 1, Date Submitted 08/13/2020 https://vmw.floridabuilding.org/pr/pr_app_dtl.aspVparam=wGEVXQwtDgtgHSolOoKvoVi3SaMZbnLGzUTA5TAVLgYwWGJOwOmYwMcl` 3d 1/2 7/29/2021 Florida Building Code Online Date Validated 08/13/2020 Date Pending FBC Approval 08/22/2020 Date Approved 10/13/2020 Date Revised 07/07/2021 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(2020)_pdf Approved for use outside HVHZ:Yes Verified By: Jalal Farooq PE#81223 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +80/-105 Evaluation Reports Other: See drawing W16-76 for span vs, load combinations and FL21461 R3 AE SS - ES-EL150 Alum FW (LMI)-PAE 2020.pdf installation details. Created by Independent Third Party: Yes --- 1 21461.2 Series ES-EL150 Aluminum Fixed Non-impact resistant aluminum fixed window. Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL21461 R3 II SS - ES-EL150 FIXED ALUM WDW (NI)- DWG 20- Approved for use outside HVHZ:Yes 61F.pdf Impact Resistant: No Verified By: ]alai Farooq PE#81223 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other:See drawing 20-61F for span vs. load combinations and Evaluation Reports installation details FL21461 R3 AE SS - ES-EL150 Alum FW (NI)-PAE 2020.pdf Created by Independent Third Party: Yes FSacia Next 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 mail.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 Product Approval Accepts: Credit Card Safe I i i I i i 1 i hUps://www.floridabuiIding.org/pr/pr_app dtl.asp)?param=vvGEVXQwtDgtgHSolOoKwVi3SaMZbnLGzUTASTAVLgY\&WGJOwOxoYw%3da/o3d 2/2 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. MIAMI FL 33142 Model Name : SERIES ES- EL150 FIXED ALUMINUM WINDOW j Maximum Load : +80 PSF , 405 PSF ( Large Missile Impact) j 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 ) Blackwater Testing, Inc 11/14/2016 BT- ESW46-004 Constantin Bortes, P . E . Air Infiltration 4/23/2020 FTL- 11027 ASTM E283 Leakage Fenestration Testing 4/30/2020 FTL42002 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 FTL41035 Blackwater Testing, Inc 11/14/2016 BT- ESW-16-004 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 ) Test , t3escript!otrssapn _ nrt >ta�te , 'fed Report , . . � e1ea(edE3y , , 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 FTL42002 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 . � AiU tl1111 i Evaluation Report Engineer : 4 FAROQ ,, , , ��cFwss ' ' ' • . 4 Q �ri , � ., x� Jalal Farooq PE # 81223 J0N`A ' Sealed : 8/7/2020 AI - Farooq Corporation EB # 3538 j i 9360 Sunset Drive STE 220 Miami , FL 33173 I T: 305 . 264 .8100 I F : 305 . 262 . 6978 I www .afceng . com I alfarooq@afceng . com 60" 60" WINDOW WIDTH WINDOW WIDTH 56 7/8" 56 7/8" 48" i D.L. OPG. D.L OPG, WINDOW IDTH z m J 12" 12" 0 r n x 6"MAX. �\ MAX. 6"MAX. MAX. 7/8 H w Z r al HEAD/SILL '`-1 HEAD HEAD/SILL A HEAD D.L. OPG. Q ¢ CORNERS 4 SILL CORNERS 6 SILL 6"MAX, MAX. HEAD/SILL �A� HEAD CL w W CORNERS 7 SILL a r n u Ocrioi� LL C II II II C jl 1� a R M a �8J u 6 n =__= 0 iL 0 z l::c 4 it ii li it ii h C Id li ��z - ====I ff—__�__ r U =_ ----II __ _ == -----1 r-- it z o o ¢> o h II II `-' m ci II D II II II J o< n n i Z L`T- w m O ll___= m O _ ll_____ _ 1 N 1 N O N 1 y ===FF---�j _ N m ___ _-_FF___ ___ iV m Z m p ___ ____-___ N m b I 11 I I II I I I 11 II II II II II II II b 3 1 I-- II II II II II II II p � J J W Q 0' FALSE MUNTINS B m W B m w B m w p N In (SURFACE APPLIED) 3O a�M MAY BE USED o 0 0 o p M U m TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION n z FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH FIN ADAPTER N u a WINDOWS WITH FIN FRAME ADAPTERS LIMITED TO w W US F GLASS TYPES 'A% 'Ai', 'B', 'DY&'E' ONLY ES—EL150 FIXED ALUMINUM WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DAYLITE OPENINGS: CHARTS SHOWN ON SHEETS 3 AND 3.1. REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA D,L.O. HEIGHT = WINDOW HEIGHT - 1 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). D,LO. WIDTH = WINDOW WIDTH - 3.125" 25 -9 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 7BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE g o COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS WINDOWS WITH GLASS TYPES 'AA', 'BB' & 'AAT' COMPLY _ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TO THE BUILDING STRUCTURE. WITH REQUIREMENTS OF ANSI Z97.1. F,B.C. APPROVED MULLIONS 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. SHUTTERS ARE NOT REQUIRED. -- A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. m=N ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. FL #21461 N a MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Sealed:8/13/2020 o<m COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND \\AA 111LL� /�///// REQUIREMENTS OF THE 2077/2020 FLORIDA BLDG. CODE &ADOPTED STANDARDS INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION `\`�,��..._ PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ON THIS DOCUMENT. - A SITE SPECIFIC PROJECT, i e, LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ALTERED BY ANY MEANS. T N0.81229 WATER INFILTRATION RESISTANCE ETC.AND T IONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, G-SITE ENGINEER SPECIFIC PROJECTS SHALL BE PREPARED N A FLORIDAFR OREGISTERED FD.R. AND TO BE REVIEWED BY BUILDING OFFICIAL. ENGINEER OR ARCHITECT`WHICH WILL BECOME THE ENGINEER FOR RECORD ROPE) n r W FOR THE PROJECT AND µ'HD WILL BE RESPONSIBLE FOR THE PROPER t��•G" USE OF THE P.E.D.ENGINEER OF RECORD' ACTING AS A DELEGATED DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. �i drawing no. ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE \\. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. •'• L •' �y16-76 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE_ D-THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF /������r,f-ep a\\` LABELING TO COMPLY WITH SECTION 1709.9.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. //// �f Poj1111A\ sheet 1 Of 9 �1/8"HEAT STREN'D- GLASS 3/16"HEAT STREWD. GLASS u rn w m 090"Interlayer A90"Interlayer Trosifol PVB Trosifol PVB By 'Kuroray America, Inc.' By'K- Y., Americo. Inc.' m 3 OR OR z n o� .090"Interlayer \ .090" Interlayer C SentryGlas SentryGlas F.W NNo I By'Kuraray Americo, Inc.' �By'Kuraray America, Inc.' OR Q f ?N OR + Op�o .090"In, 1 090" Interlayer Q q Saflex Clear And Color Glass Saflex Clear And Color Glass a N By'Eastman Chemical Co: By 'Eastman Chemical Co.' C v OR OR 0 iWIDER terlayer .075" Interlayer Q y n P With PET Core ` Saflex CP Wllh PE?Core V putt >t tman Chemical Co.' By'Eastman Chemical Co: a a fl O0 ti � 1/4"HEAT STREN'D. GLASS CWIDER 6"HEAT STREN'D. GLASSz zSILICONE0SILICONE NMDOWSIL 795 5/16" AIR SPACE CONSISTING OF:DOWSIL 795 gDOWSIL 983 DOWSIL 983 N co SPACER:DOWSIL INSTANT GLAZE IIIDow9IL INSTANT GV ZE Itl 'HELMA' LOW PROFILE ALUMINUM SPACERBY 'LINGERMANN GMBH'AROUND THE PERIMETER OF THE GLASS. R SEALANT:wI E7 DOW CORNING 791w 7R POINTS ON LITES INTS ON LRESGE 2000 DER THAN 36"ONLY 36"ONLY y I GLASS TYPE 'A' GLASS TYPE 'H' ^! 7/16"OVERALL LAM. GLASS g o j 7/16"OVERALL LAM. GLASS z 1/8"TEMP. CLASS / n w 1— 5/32"TEMP.GLASS 1 4"TEMP. CLASS J W Q 5/16"AIR SPACE ` 5/16`AIR SPACE p 3: N r— 5/16"AIR SPACE W 0 1-1/8"HEAT STREN'D. GLASS i 1/8"NEAT STREN'D. GLASS x O iO 5/32"HEAT STREN'D. GLASS Lam..p rt I 090"Interlayer .090"Interla er ' 090" Interlayer o'Z 3 e, 1\\\ Trosifol PVB Trosifol PVB y Tr°sit°I PVB By'Kuraray Americo, Inc,' By'Kuraray America,Inc-' By'Kuroray America, Inc.' _n OR OR OR I 610 g .090" Interlayer , 090"Interlayer 090" Interlayer w LJ M r SentryGlas SentryGlas I SentryGlas 1 OR 'Kuroray America, Inc: t By Kuroray Americo,Inc.' ' oR'Kuraray Americo, Ina' .090" Interlayer 090"Interlayer f— 090"Interlayer Soflex Clear And Color Gloss Saflex Clear And Color Glass ' I Safex Clear And Cola,Glass OR Eastman Chemical Co.' ' �By'Eastman Chemical Co.' ' BByR'Eastman Chemical Co.' 075"Interlayer ORS°Intarlayar 075"Interayer Soflex CP With PET Core I Soflex CP With PET Core ' Saflex CP With PET Core c By'Eastman Chemical Co.' B 'Eastman Chemical Go.' SILICONE By'Eastman Chemical Co.' S Y DOWSIL 791, 1/4"HS. GLASS 1 I 5/32"HEAT STREN'D- GLASS (1/8 x 1/16") \ ' 1/8"HS. GLASS 1 I SILICONE SILICONE I 1 0 w , DOWSL 795 DOWSIL 795 1.1 SILICONE DOWSIL 983 I DOWSIL 983 VEi rDOWSIL 795 z m ' DOWSIL INSTANT GLAZE III i m ' DOWSIL INSTANT GLAZE HI z Sealed:8/13/2020 5 M2 g M2 M26 FL #21461 N a � I I � j � III II I It1i1III)ir �� 1 II- II II � VTCENSF o_ o_ o No.81223 E4 0: E4 w 077 AT 1/4 POINTS AT 1/4 POINTS x POINTSM4 ALL SIZES M4 ALL SIZES w S 0•' ST � drawing`no. GLASS TYPE 'Ai' GLASS TYPE 'Di' GLASS TYPE TV 0 7/8"OVERALL INSUL. LAM.GLASS 7/8"OVERALL INSUL LAM.GLASS 7/B"OVERALL INSUL. LAM, GLASS '�i'l��n'"• �``� W16-76 GLAZING OPTIONS ��r77Bf111 `��� sheet 2 of 9 w �V e 1 /8" HEAT STREN'D. CLASS t- 1 /8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D, GLASS 3/16" HEAT STREN'D, GLASS Z � m .090" Interlayer .090" Interlayer 090" Interlayer ` A90" Interlayer C a W r— SentryGlas SentryGlas SentryGlas SentryGlas a By 'Kuraray America, Inc.' By ' Kuraray America, Inc.' By ' Kuraray America, Inc.' By ' Kuraroy America, Inc Q t a r 1 /4" HEAT STREN'D. GLASS a 1 /4" HEAT STREN'D. GLASS a 3/16" HEAT STREN'D. GLASS a r 3/16" HEAT STREN'D, GLASS Q; 0 qo c�S o m SILICONE m Ir SILICONE m SILICONE z m / SILICONE z N DOWSIL 795 z DOWSIL 795 z a DOWSIL 795 o rn DOWSIL 795 n C m M2A j . u• M2A 1 . g - rn M2 rn M2A U !! it . V J jll ! ! ! I V ! 1 ! ! V W en1 I II I II 111 jl II Q > M li hl li !jl d It I ! i C a n M 0 1 . 1. . I ' 1 C n tt�q 0 01 N ¢ W Z J O OfQ W 7 LL N w E7 L'7A w E7 w E7A V. Zin - m AT 1 /4 POINTS ON UTES w AT 1 /4 POINTS ON LrFES w AT 1/4 POINTS ON LITES AT 1 /4 POINTS ON LRES J a ro J M3 WIDER THAN 36" ONLY M3 WIDER THAN 36" ONLY M3 WIDER THAN 36" ONLY M3 WIDER THAN 36" ONLY Q a m f j GLASS TYPE ' AA' GLASS TYPE ' BB ' 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS � ' m J n N Ink � o O � z Z_ v J W J J W Q D_ W (nLn Q n 4 0 03 I 1/0" TEMP. GLASS i o Z. Z v5/16% AIR SPACE _ h w r1 /8" HEAT STREN'D. GLASS I Q_ `I 090" Interlayer w 1'''f M rw- SentryGlos SILICONE By Kuraray Americo, Inc.' DOWSIL 791 (1 /8" X 1 /4") � ` r1 /4•• HS. GLASS W I I SILICONE m DOWSIL 795 N C � j o M2H I I ! r l Sealed:8/13l2020 � [19 aiEE4A /// `117jy7m w AT 1/4 POINTS M4 ALL SIZES ycENSF '••. 1 u GLASS TYPE ' AAi ' 1 7/8" OVERALL INSUL, LAM. GLASS No. 87223 • • 5T ! = �fg � drawing no. GLAZING OPTIONS FL # 21461 ,'7y � l � tI It L `` sheet2. tof 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF WINDOW WINDOW w FLANGE FRAMES, FLUSH FRAMES, FIN FRAMES FLANGE FRAMES, FLUSH FRAMES, FIN FRAMES j WI Wlry DTH �� `n GLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPES 1TINDOW DIMS. 'A' 'B','A!','DE, 'Ei WINDOW DIMS. WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) z 0 y a 30" 60.0 80.0 80.0 80.0 30" 60.0 80.0 80.0 80.0 a i/ W a d F f ?N 36" 60.0 80.0 80.0 80.0 36" 102" 60.0 72.9 80.0 80.0 0 •i � Q y n 42" 48" 60.0 68.6 80.0 80.0 42" 60.0 64.8 a0.0 80.0 2_ `\ z 3 (y Q w N m O U 54` i 60,G 60.0 80.0 60.0 36" 108" 60.0 772.0 80.0 80.0 i L�/J - -- Q 60" 60.G 60.0 80.0 BO.0 L12E 60.0 53.8 80.0 80.0 0 t N r 30" 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 OjM114" WINDOW WIDTH WINDOW WIDTH �O 36" 60.0 80.0 80.0 80.0 60.0 71.3 80.0 80.0S42" 54" 60-0 6B.6 80.0 80.0 120" 60.0 80.0 80.0 80.048" 60.0 60.0 80.0 80.0 60.0 70-6 80.0 80.0 / = �.923 a 54" 53.3 53.3 71.1 71.7 z Z O E a 50" 53.3 53.3 71.1 71.1 / 30" 60.0 80.0 80.0 80.0 3 Q w m f k 36" 60.0 80.0 80.0 80.0 DESIGN LOAD CAPACITY- PSF L- _J 42" 60" 60.0 68.6 80.0 80.0 FLANGE FRAMES, FLUSH FRAMES, FIN FRAMES 48" 60.0 60.0 80.0 80.0 GLASS TYPE GLASS TYPES WINDOW WIDTH m 54" 53.3 53Z 71.1 71.1 WINDOW DIMS. 'A' '11%'Ati,'Di','EC WINDOW WIDTH WINDOW WIDTH �-�y v � 60" 48.0 48.0 64.0 64.0 WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) I I 3 im 30" 60.0 80.0 80.0 80.0 19-1/8` 60.0 80.0 80.0 80.0 LL0- 36" 60.0 80-0 80.0 80.0 26-1/2" 60.0 BO.D 80.0 ', 80.042" 66" 60.0 68.6 80.0 80.0 37" 26" 60-0 80.0 80.0 j 80.0Z 48" 60.0 60.0 80.0 60.0 411" 60.0 80.0 80.0 80-03Sa" 53.3 53.3 71.1 71.1 53-1/6 60.0 80.0 80.0 80.0J ¢ LL 60" 48.0. 48.0 64.0 64.0 19-1/8" 60.0 80.0 80.0 80.0 0 (n�N 30" 60.0 80.0 80.0 80.0 26-1/2" 60.0 a0.0 80.0 80.0 X 36" 60.0 80.0 80.0 60.0 37" 38-3/B" 60.0 77Z 80.0 80.0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH � 0 42" 72" MO 68.6 80.0 50.0 48" 60.0 75.0 80.0 80.0 I 48" 60.0 60.0 80.0 80.0 53-1/8" 60.0 75.0 80.0 80.0I 60" 48.0 48.3 64.1 71.1 19-1/8" 60.0 80.0 80.0 80.0 I ' J� - to Q 60" 48.0 48.0 64.0 64.0 26 ui -1/2" 60.0 80.0 80.0 80.0 i w Ll r7 r 30" 60.0 80.0 80.0 80.0 37" 50-5/8" 60.0 77.8 80.0 80.0 3 3 36" 60.0 78.0 80.0 80.0 48" 60.0 60.0 80.0 80.0 42" 78" 60.0 68.6 80.0 80.0 53-//8" 56.9 56.9 75.9 75.9 aa" 60.0 60.0 80.0 BO.o 19-1/8" 60.0 80.0 50.0 80.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 54" 53.3 53.3 71.1 71.1 26-i/2" 60.0 80.0 80.0 80.0 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS 30" 53,3 53.3 eo.o ao.D 37" sa., 60.0 77.8 80.0 80.0 SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 36" 60.0 76-4 80-0 80.0 48' 60.0 60.0 8D.0 80.0 o 42" 84" 60.0 68.6 80.0 8C.0 53-1/8" 54.2 54.2 72.3 72.3 - - U 48" 60.0 60.0 80.0 80.0 19-1/8" 60.0 BOA 80.0 80.0 m 54" 53.3 53.3 71.1 71.1 26-1/2" 60.0 80.0 80.0 80.0 30" 60.0 80.0 80.0 $0.0 37" 63" 50.0 77.8 $0.0 8a.0 W NOTE: 36" 60.0 75.0 80.0 BO.0 48" 60.0 60.0 80.0 80.0 GLASS CAPACITIES ON THIS SHEET ARE 9o" BASED ON ASTM E1300-09 (3 SEC. GUSTS). o 0 42" 60.0 67.7 60.0 80.0 53-1/8" 54.2 54.2 72.3 72.3 48" 60.0 E0.0 80.0 80.0 /9-1/8" do .0 1 ' 80.0 80.0 11111III7j7j 2 L30" 60.0 80.0 80.0 80.0 26-1/2" .0 80.0 80.0 80.0 L �� � 7 36" 96„ 60.0 73.8 B0.0 B0.0 37" 76" .0 77.2 80.0 80.0 i r I �� �' ' - 42" 60.0 65.8 80.0 90.0 48" 60.0 60.0 So.() 80.0 46" 60.0 60.0 80.0 ROX 53-1/B" 54.2 54.2 72.3 72.3 2i��i - No.91223 Sealed:8/13/2020 '��` draw•;ng9 no. WIDTH AND LENGTHNOTE: %` •'~• °. ''�`'.� W16-76 VERTICALLY OR HORIZONTALLY AS SHOWN ABDIMENSIONS CAN BE OVE.EO FL #21461 �i7� 6� V�` 7jf 1111t111 sheet 3 of 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW WINDOW m FLANGE FRAMES & FLUSH FRAMES ONLY FLANGE FRAMES & FLUSH FRAMES ONLY WIDTH WIDTH �� GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE ' 1 T-r- r 1ttNDO1P DIMS, 'AA' 8 'AAi' 'BB' WINDOW DIMS. 'AA' & 'AAi' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) P48p HEIGHT EXT.(+) 1NT,(-) EXT,(+) 1NT,(-) zl� Z O F n �W a 48' 90.0 105.0 Solo 100.0 - - Solo Solo wi ii 1 54" 80.0 105.0 80.0 10010102" - - 8o,o Bolo 3 '% 3 i Q 0. g 60" Solo 105.0 Solo tOo.0 - - Solo Solo O O p ` o 66" cq 48" BO.0 105.0 8010 100.080,0 80.033 act 7r 80,0 105.0 80.0 100.01oa° - - 80,0 solo �L J 1278" Bo.O 108.0 Solo 100.0 - - Solo ! am Q t R m 48" 80.0 105.0 80.0 100.0 48" - - s 00 80.0 > to 114" WINDOW WIDTH WINDOW WIDTH d t7 g 54• 71 .1 93.3 80.0 88.9 54" - - 80.0 80.0 60" 71 .1 93.3 Solo 68.9 43" - - 80.0 80.0 O dl 66- 71 . 1 93.3 80.0 88.9 54" - - Solo j Solo x I I s I / �. K 0 ti 72° - - solo ass z „ z i LL i $ 78" - - 80,0 88.9 i j O to Q , 48• 80,0 10510 8010 100'0 3 I I ; ' / ' Q w W f 54" 71 , 1 93.3 80,0 88.9 60" 60- 64.0 84.0 solo Solo 66" - - Solo Solo DESIGN LOAD CAPACITY - PSF WINDOW WIDTH N 72" - - 8010 80.0 FLANGE FRAMES & FLUSH FRAMES ONLY WINDOW WINDOW 78" - - 80.0 Solo GLASS TYPES GLASS TYPE r' - - - - 'i r -1 3 m 48- 60.0 105.0 BO.0 10010 WINDOW DIMS. 'AA' k 'AAi' 54" 71 ,1 93,3 8o,0 8a.9 WIDTH HEIGHT EXT,(+) 1NT,(-) EXT,(+) 1T.(-) = 60" 66" - - B0.0 90.0 19- i /8" Solo 105.0 Solo 100.0 ? %; Z 66" tI 72,7 72.7 26- 1/2" 8010 105.0 80.0 100.0 r 3 3 72" 72.7 72.7 37" 26" 50.0 105.0 80.0 I 100.0 Icy L J < L LL 76" 72,7 72,7 48" 80.0 105.0 solo 100.0 N 48" 80.0 100.0 53-1 /8" 80,0 105,0 80,0 100.0 X 54" 80,0 8809 14-1 /8" 8010 105,0 80.0 100.0 WINDOW-WIDTH -�{ WINDOW WIDTH �--WINDOW WIDTH �{ tT. d' r�"1 60" 72" 80,0 s0.o 2637 " Solo 105,0 80.0 10o.072.7 72.7 37" 38-3/8" Solo 105.0 Solo 100.072" 66.7 66.7 48' Solo tOS.0 Solo 100.0LO 78" 66.7 66.7 53- 1 /8" 80.0 105.0 80.0 10o.0Ia1 M 80.0 100,o 19-1/8" 80'0 105.0 Solo to0,0 54" I - _ - 80.0 8849 26-1 /2" Bolo 105,o Bolo 100.0 60" I 78" - - 80,0 80.0 37" 50-5/8" solo 10510 80.0 100.0 66• - - 72,7 72.7 45" 80.0 105,0 Bolo 100.0 AI,.LOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 72" - - 66,7 663 53-1/8" 75.9 99,6 Bolo 94.8 VERIFl£D BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS 7S° - - 61 .5 si .5 19-1 /s" E94 705.o solo 100.o SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. c 0 48" - - Solo 100.0 26-1 /2" 105.0 60.0 100.0 - 54" - - 80.0 88.9 37° 58" 105.0 80.0 100.0 U 60" 64" - - Solo Solo 48• 105.0 Solo 100.0 m 66" - - 72,7 72,7 53- 1 /8" 94.9 80.0 90.4 72" - - 66.7 66.7 19- t/8° j 105'0 Solo 100.0 W NOTE: 48" - - solo 100,0 26- 1 /2" 105.0 80.0 loo.o � � GLASS CAPACITIES ON THIS SHEET ARE sa" - - eo.o solo 37 63" 1os.oao.a tao.oBASED ON ASTM E1300-09 (3 SEC. GUSTS) . H 60" 90" 80.0 solo 48• 105,0 So.o 100.0 l c72.7 723 53-1 /8" 914.9 80.0 90.4 L72" - - 66.7 66,7 19- 1 /8" 105,0 80.o 100.0 �� �®-' C80.0 100.0 26-1 /2" 105,0 80.0 100,0V 54" , - - Boo 8o'C 37" 76" 105,0 solo 100.04A1o. 81223 fio^ - - soo solo as^ os'0 solo 100,0 66" - - 72,7 72.7 53- 1 /8" - - 90.0 90.4 �� ': X v' Sealed :8/13/2020 '� drowing ` no. NOTE 0 W1 6 - 76 WIDTH AND LENGTH VERTICALLY OR RIZO TALLOYN AS SH WN ABOVE FL #21461 'BE ORIENTED ,�7/Si�® ,llA �wlk ��/ lRnlll t}� sheet3. lof 9 isy TYPICAL ANCHORS w SEE ELEV. w �� WOOD BUCK FOR SPACING m Fr----------------,� ° o METAL I I F.B.C.APPROVED I p y EDGE STRUCTURE ji MULLION & MULLION ANCHORS m 3 e a 3 o DIST. I I SEE SEPARATE APPROVAL I Z n > o EDGE-T. I I I I O H e m z I EDGE DIST, I W n a ' C A EL £i I Mtd O W{Nu N N O U N I i till a�am o II 114 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS ti SEE ELEV.� SEE ELEV. SEE ELEV. O.5 it f y ii li 4 FOR SPACING FOR SPACING FOR SPACING Z j a II it 11 �ZNLL r i c WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS J a ro J t MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q w mf n Ili AND TRANSFER THEM TO THE BUILDING STRUCTURE. I TYPICAL ANCHORS: SEE ELEV. FOR SPACING �I III 1/4" DIA. TAPCON BY 'ITW' (Fu®125 KSI, Fy-t0o KSI) 31 m I' II II 1/4" DIA. ULTRACON+ BY 'DFWALT' (F-1164 KS(,Fy-148 KSI) II it INTO 2BY WOOD BUCKS OR WOOD STRUCTURES it P !I !it 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) lb i i THRU 1BY BUCKS INTO CONC. OR MASONRY j -11- w LLJ 6 li li ji 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Q'J of 3 111111 0 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) g o DIRECTLY INTO CONCRETE OR MASONRY O M Im 3 O it 1! 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o II -i 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) 2 Z 4. J F i�_ /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) "' o k !t INTO F.B.C. APPROVED MULLIONS w til I`r.'j !1 it OR 11 ! INTO METAL STRUCTURES (HEAD/SILL/JAMBS) It II!1 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS II I ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) !III ! it tl (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I.I: i G I!!! TYPICAL EDGE DISTANCE g l II II II II II n it it i INTO CONCRETE AND MASONRY = 2" MIN. It i INTO WOOD STRUCTURE = 1" MIN. ji INTO METAL STRUCTURE = 3/4" MIN. Q WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. ® it Ii CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. F II t C-90 HOLLOW/FILLED BLOCK AT JAMBS Vm = 2000 PSI MIN. 2 o o t it t it E7 I M7 b E7 -1F--eFl Mt ����d. No.81223 - -- EDGE DIST._._ iBY WOOD BUCK 9. ° Sealed:8/13/2020 _ ` TYPICAL ANCHORS` TYPICAL ANCHORS �i 'R �. �B9 W16-76 i SEE ELEV. L EDGE DIST, SEE ELEV. FL ,µ214�1 '�/i C�j. '�\\\ ` FOR SPACING FOR SPACING # ///ITTIIj1\\\\V sheet 4 of 9 W [D Z 1/4" MAX. O 1/4" MAX. 0 'V _. . SHIM .-.i _ SHIMS 1 /4" MAX Q a g C m O M1 TYPICAL ANCHORS SHIMS TYPICAL ANCHORS Q 00 �" A o SEE SELEV.PACING a SEE ELEV. 0. N FOR SPACING � a FOR SPACING v > 0 15 0 IL a O K w y O - - - - - - - - - - - - - o j «sco o � a � � � EXTERIOR t9Y Ei 4 a D.L OPG. _ WOOD BUCKS a a " 18Y WOOD 8UCK5 _ WINDOW WIDTH /TYPICAL ANCHOR$ /— SEE ELEV, FOR SPACING Z Z J L 1 /4" MAX. -I W F.B.C. < x APPROVED MULLION St O a SEE SEPARATE APPROVAL X 0 M 4 NM m I I ICAL ANCHORS z 3 J ELEV. R SPACING W — n 11 II 1 In In v 1 1 W W ro 11 II II II � II II Jill" - I y I o -_ TYPICAL ANCHORS `METAL STRUCTURE SEE ELEV, FOR SPACING WINDOW WIDTH WINDOW WIDTH c � 01* 11 , 0 0 i a No. 81223 a Sealed:8113/2020 � � sTr = � � draw no. w16 - 76 FL # 21461 �'•�� go , ���®� • �i�l � ' till tll (,sheet 5 of 9 EDGE DIST, METAL F.B.C. APPROVED STRUCTURE N,UWON & MULLION ANCHORS Z EDGE DIST, SEE SEPARATE APPROVAL G � h Q e_ EDGE DIST, a e , zPdPI a <.O WN ` m A r I ( ctl ;a. E5 0 yj e�i W ALT. O a as Q o '3 � aI ¢ Z ° TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q w p a ^ SEE ELEV, SEE ELEV. SEE ELEV. LL = m FOR SPACING FOR SPACING FOR SPACING C f �4u- Q W m f r I g mi J I n 3 � o PPP z Z ._. —I W Q J c n (li a : /a Max. © x 30 m SHIMS �. p a M X ES ALT, o Z ;4 TYPICAL ANCHORS J Z o SEE ELEV. w O $—$ FOR SPACING d , w LjLf) n a 1 1 /2" N a ° 0 w � 0 PIPP,0 ° C TYPICAL ANCHORS SEE ELEV. O FOR SPACING B . ,WINDOW WIDTH 00 0 ALT. 1YYYII II tI / J/ 0 0 E5 �V�� �, FA /POP� jI \ ♦ �. . . .. .. iPOOP POP, mPP POPP PPV INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS ( �to. al2zs ' \ r � 3 PIP - c o SEE SHEETS 4 & 5 FOR WINDOW DETAILS '� i o° n o o — Sealed:8/13/2020 \ ' ® ''• '��/�� draw ng no. EDGE DIST. FL #421461 ��Yi j® J I I AEI Y ���� sheet 6 of 9 TYPICAL ANCHORS ILLUSTRATIVE DTLS. ONLY ( SEE ELEV. EXT. OR INT- FINISHES \ FOR SPACING �_ NOT 6Y E.S. WI ` Z Z 3 °y TYPICAL ANCHORS : SEE ELEV. FOR SPACING o ~ n N Z v U I 2 eq# 10 WOOD SCREWS (GRADE 2 CRS) mINTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 - 1 /2" MIN . PENETRATION INTO WOOD E6 ALT. a �0#10 TEKS/SELF DRILLING SCREWSmAT 6 FROM ENDS g jAND 12 O.C. MAX. : ri 1 /4" MAX. J GAP 3 m 1/2" MIN. 3 � o z = 1jW J Q O QI cc N W I•^ E6 ALT. O � X. 001 � z E" # 10 TEKS/SELF DRILLING SCREWS Z 3 � J e �S AT 6 FROM ENDStoo Z LL N W AND 12 O.C. MAX. tat O Ln Q W L J M � r I I TYPICAL ANCHORS EXTERIOR o I SEE ELEV. FOR SPACING # 10 TEKS/SELF DRILLING SCREWS WINDOW WIDTH c AT 6 FROM ENDS / AND 12 O.C. MAX. E6 N o m ALT. I `�`1�I11FA ,yjq','''' .. c INSTALLATION DETAILS WITH FIN FRAME ADAPTERS No• a1z23 - r SEE SHEETS 4 & 5 FOR WINDOW DETAILS drawing no, TYPICAL ANCHORS Sealed:8/13/2020 F 0 • ; ®�` W16 - 76 oR sSP cwG FL # 21461 YT111111111�� sheet 7 of g w h - - 2.917 ITEA1 B PART @ REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REDtaRRS �� n Et ES-EL15' i FRAME 6063-T6 .050 E2 ES-EL 152 AS REQD. FRAME SCREW COVER 6063-T6 - m3 937 E4 ES-EL AS RqD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - Q y LSfi2 j_ .719 d E4A ES-EL116 AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - i .062 _ u! 2 E5 ES-EL712 AS REQD. FLUSH FRAME ADAPTER 6063-T6 Q [L 'c » p ` c 1187 -^1 E6 ES-EL115 AS REQD. FLUSH FRAME ADAPTER WITH FIN 6063-T6 - O Ir W q �' U E7 ES-EL110 AS ROD. GLAZING BEAD (7/16` LAM. GLASS) 6063-T6 E7 FRAME E7A ES-EL123 AS ROD. GLAZING BEAD (7/16 LAM. GLASS) 6063-T6 - C t W m � Ojm Mt #8 X 1 - FRAME ASSEMBLY FASTENERS ST. STEEL PH SMS cf 2 C m 0 6 0 < Nj 040 —} M2 ES-5008A AS REQD, EXTERIOR BULB GASKET SILICONE DUROMETER 6Ot5 SHORE A 0 ��_ _ 277 Q fa t m M2A EL100-G02 AS REQD, EXTERIOR LEAF GASKET SILICONE DUROMETER 60t5 SHORE A U1 u1 O I I M2B ES-H-340-GO5 AS REQD, EXTERIOR WEDGE GASKET SILICONE DUROMETER 65t5 SHORE A Q LL ui 1 670 �e�III z - o M3 80-372A 2/ LITE SETTING BLOCK AT 1 /4 POINTS (LAM. GLASS) SILICONE DUROMETER 80t5 SHORE A ? O f Joma � M4 EL100-BOt 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL. LAM. GLASS) SILICONE DUROMETER 80t5 SHORE A Q ov m E2 FRAME SCREW COVER M5 #B X 1 " - FLUSH/FIN FRAME :ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS �I^ 2.857 ^I i I v 045 �n —a 3 .500 625 � ro F�-- 2.780 Z Uv FLUSH FRAME ADAPTER ? J W a w 1 .428 0 3 Q po M O , Z3 � m 1 .500 .063 3 Z tL •• L I vi .500 25 � � Lj M = 'JW' 045 2,780 E6 FLUSH FRAME ADAPTER WITH FIN 11 c N 0 0 .5 A`U I /47j 0 c .519 -p--={ .519 r , 135 �j�.057 ��.• �10ENSF ' : m a 0 050 I j 1 _I — No, 81223 .62T5 O50 .974 .62�5 D �a .6255 .06�4 .6295 pg2 9I�4 _ 3' Sealed:811 312 0 2 0 '•. si �p drawing no. p ,20z .202 .202 -•+ � .202 %�ggt W16 - 76 E7 E7A Ea E4A FL # 21461 7�7j7j s� ���� sheet 8 of 9 GLAZING BEADS l I n I I11 //QVy m 3 I 2 MS � a Qe p 0µ0I ` m U 0 G 'w ream ' 0o anF2 y I 1 In Zn O Q W j C N {L Zm — w WELDED Q w m f ' JOINTS / FLUSH FRAME ADAPTER CORNER g N z Z � v RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS j w LL a Of 0 N e d G X o Z3 � m Lo 3zw w Ina � . , In to Q Ln r MS i 0 0 c 0 U d FIN FRAME ADAPTER CORNER u a o `\`1L11111 t / 77j,, 0 No, 81223 ® • ' F ��"�� drawing9 no. Sealed:8/13/2020 # % gig 10 . ��•� W 16 - 76 FL21461 � � 7771111 ` � sheet g of 9