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HomeMy WebLinkAboutAPPROVED NOA PW6 0 �S MonMe � I oo In (us.r RepKuscan I Mot lento Cfl�AQ1iT Dour AM Qr/l1lo0f11111 &� ��&*V* 1 90 & wm (P,aoc.uoM � cor+okc u* � POOs see. KW I w+w i s rd+ � --ft _.pr �L OPEN ING# 1 B 213 *4 Product Approval � i USER � Public ltser } ftzl,i > Appikation beta i l FL Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL214 61- R3 Revision 2020 Approved E.S. Windows, Inc. 10653 NE Quaybridge Ct. Miami, FL 33138 (305) 624-7775 achamorro@eswllc,com Jalal Farooq veronicaafceng.com Manuel Perez 10653 NE Quaybridge Ct. Miami, FL 33138 maph@bellsouth.net Windows Fixed 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 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PE-81723 Keystone Certifications, Inc. 07/16/2025 JAVAD AH MAD PE, INC. ri Validation Checklist - Hardcopy Received gandard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Sections from the Cade Product Approval Method & yr�!ji 46 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/ 13/2020 08/13/2020 08/22/2020 10/ 13/2020 Model, Number or Name Series ES-EL150 Aluminum Fixed Window Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-105 Other: See drawing W 18-76 for span vs. load combinations and installation details. 21461.2 Series ES-EL150 Aluminum Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +80J-80 Other: See drawing 20-61F for span vs■ load combinations and installation details Description Large missile impact resistant aluminum fixed window. �'I --- - - - - - --___ t----__----- Installation Instructions FL21461 R3 11 SS - ES-EL15Q LM 1) D AQ.A I ka Verified By: Jalal Farooq PE # 81223 Created by Independent Third Party: Yes Evaluation Reports FLU 14 .1 P3 AE 55 - E -El,1 Alum FW -L �_. Created by Independent Third Warty. Yes Non -impact resistant aluminum Fixed window. Installation Instructions FL21461 R - E5-EL150 F X A 20-6LF4p� Verified By: ]alai Farooq PE # 81223 Created by independent Third Party: Yes Evaluation Reports FL21461 R3 AE �S - ES-EL1.50 Alum FY Created by Independent Third Party: Yes Mw w Nt)-DwG rd jwj� varif The State of Flonda is an A.A/EE0 employer. gp_�nght ��-20I3 State _ofRonda. :: Priva o emen :: Acc s4bil+[y Stastatemmt Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send elearonic 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 455.2250 }, 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 emads 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 dick her Product Approval Accepts: Credit Card Safe L=FAR00Q CORPORATION CONSULTING ENGINEERS 8 PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20a3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: E.S. WINDOWS, LlC Manufacturer Address: 3550 NW 49 STREET. MIAM_lj__FL 33142 Model Name: SERIES ES-EL150 FIXED ALUMINUM WINDOW Maximum Load: +80 PSFj, -105 PSF-Ka Missile Impact Installation Drawings # W16-76 Test FL 21461 Date: 8/7/2020 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,. ASTM E283 ASTM E331 OR ASTM E547 & TAS 202 Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/l.S.2/NAFS/TAS-202) Description Air Infiltration Leakage Water Penetration ASTM E330 & TAS I Uniform Static Air 202 Test FBC 1626.2 (TAS 201 & 203) ANSI Z97.1 Press. Test Location Blackwater Testing, Inc Test Report Date 11/14/2016 Test Report 71 BT-ESW-16-004 Test Sealed By Constantin Bortes, P•E. 4/23/2020 FTL- 1102 7 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-1&004 Constantin Bortes, P.E. 4/23/2020 FTL-11027 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 Borten, P.E. 4/23/2020 FTL-11027 Fenestration Testing 4/30/2020 FTL-12002 Idalmis Ortega,, P.E. Laboratory, lnc 4/30/2020 FTL-11035 I I Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) Description Large Missile ImpaC yi C Test Location Blackwater Testing, Inc Fenestration Testing Laboratory, inc Test Report Date 11/14/2016 4/23/2020 4/30/2020 4/30/2020 Test Report# BT-ESW-16-004 FTL-11027 FTL-12002 FTL-11035 Test Sealed By Constantin Borten, P.E. Idalmis Ortega, P.E. 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: Jalal Farooq Al-Farooq Corporation PE q 81223 EB q 3538 Sealed:8/7Q020 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.69781 www.afceng.com I altarooq@afceng.com w WINDOW WIDTH WINDOW WIDTH n f 56 7/8' 56 7/8" 48" i8 01- OPG- D-L. OPG. WINDOW WIDTH 12' 12' 44 7 8' z 6" MAX. MA%. 6' MAX. lAx, /HFAp/SILL HEAL?/SILL EA❑ '' ' Q a CORNS CORNERS 6 , ILL 12' �" 0 0 ` c LA �" �. 'M 0 W N A HEAd N HERS 7 SILL F0 OVN� - L-=== _ - -L_=== V Wm C VI II ll C it h li a 0 a ❑ rl !I II II II II It IL ---- II II II II II II II C hl II �. N z O tY II fkaa=all - II {l=a=-11 7w LLI 71L y Lj n I L u F I 0 R z (L R iL (L Li a it W a 7 ===1===-ll-___Ir=== C7D'---==_ _ = a =====r===== Q ❑ II -- I 3 J If I a 2 v II -� it co - i m 3 or, ci I I I ��� I 1• I ��� h I ��� � II II ll it II li 3 II II � ,-I vv II II ', Il 1I 'I Fl II � ---ter--- - - r--- ---- � � J LJ E � fALSE M TINS B a W W B a B x a L11 N �d'�W a ip va (SURFACE AP IED) 4 3 z B mIm z 7 i z X rn n MAY 9E E0 m �0 � I � o La ¢ © L� 0 `r pn olp TYPICAL ELEVATION TYPICAL_ ELEVATION TYPICAL ELEVATION 0 - � J 3:zL`� FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH FIN ADAPTER w - C3 - WINDOWS WITH FIN FRAME ADAPTERS LIMITED TO (A LfJ rLrr GLASS TYPES 'A', 'Ai', 'B', 'Di & 'EI ONLY ES—EL150 FIXED ALUMINUM WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 3.1. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON --COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG- CODE & ADOPTED STANDARD' THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTI?A'IION RCSISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709-9.2. DAYLITE OPENINGS: D.L.O. HEIGHT = WINDOW HEIGHT - 3.125" D.L.O. WIDTH = WINDOW WIDTH - 3.125' n � � a WINDOWS WITH GLASS TYPES 'AA', '68' & 'AAi' COMPLY WITH REQUIREMENTS OF ANSI Z97.1. + v Y ki THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FL #21461 Seated:8/1312020 I .� " 4 lfl A CONTR4trq IWA d OF THISESPONSIRL� FOR THE SELCLfION. PR4huCT WED ON M S PRODUCT FVASW+ ON �1�ANDt, �.. ..... PROVIDED HE/si,E COES NOT DEVIATE FROM THE CONDITIONS DETAXEO t� �. r� i 1 ON -THIS DOCULIENT. •+, r B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED 1NVAUD IF _� 81 28 • :- n ALTERED BT ANY NEANS. C- SITE SPECIFIC PROJECTS SxALL BE PREPARED BY A FLOR7DA REGISTERED ERdNEER OR ARCHITECT MHICH WILL BEGONE THE ENGINEER OF RECORD (E.CAJ _ $ c FOR THE PRO,fECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER r v USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED r ti ` drawing no. ENrPNEER Tit THE P.E-D. ENGINEER SHALL SUBMIT TO THIS LATTER THC SITE • .• SPECIFIC DRAWINGS FOR REVIEW. Wl 6-7�/ .nh 6 D- THIS P_E.D. SHALLAT BEAR tHE DATE AND ORIGINAL SEAL AND 51GNURE OF �7V■�p�' rF 1 v I TK PROFESSIONAL ENGINEER DF RECORD THAT RREPAREO n. 1/8" HEAT STR£N'D. GLASS 090' Interlayer Treaifel PV8 By 'Kuraray America. Inc.' 0 090" Interfoyer SentryGla s 11YR 'Kuraray America, Inc.' .090" tnterloyer WIaK Clear And Cear Ola=_ By 'Eastman Chemlcal Co.' OR .075" Interfayer Saflex CP With PET Care ey 'Eastman Chemical Co.' '= 1/4" HEAT STREN D. GLASS m z IN '�� SILICONE9 \- 1 oLWSI IN UDOWSIL 98: F ill DOWSIL INS ANT GLAZE Ill . 11I I X E7 M3 AT 1/4 POINTS ON LIT WIDER THAN 36" ONLY GLASS T1F-F--A 7/16- OVERALL LAM. GLASS -1 /8' TEMP. GLASS 5/18" AIR SPACE 1/8' HEAT STlREN'0. GLASS .090' tnterloyer Trus+fol PVB By 'Kuraray America. Inc.' DR .090' Interloyer SentryGlas By 'Kuraray America. Inc.' OR .090' Interlayer Saflex Clear And Color G'sam ` 'Ecatrnan Chemical Co.' ❑R -075' InteMeyar t Wlex CP With PET Core By 'Eastman Chemical Co.' r-1 /4' HS. GLASS 3/16" HEAT STREN-D. GLASS 00" Interloyer Troaifol PVB Sy 'Kuraray AmInc.' America. Inc R ❑90' Interloyer 5 entlyG I a s By 'Kuraray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass Eastman Chemical Co.' OR .075' Interlayar Saflex CP With PET Core By 'Eastman Chemical Co.' 3/16- HEAT STREN'D. GLASS M2 SILICONE DOWSIL 795 II Ij 0O►4SIL 983 r I ❑OWSlL INSTANT GLAZE III M3 AT 1 /4 POINTS ON LITES WIDER THAN 36~ ONLY GLASS TYPE 'B' 7/16" 0VEftkLL LAW. CLASS 5/16' AIR SPACE t-- 5/32" HEAT STREN'0, GLASS .090" Interloyer Trasifal PVB Qyy 'Kuraray America, Inc-' OR 090" Interloyer SentryGlas Sy 'Kuraray Arneriia4, Inc.' OR •090" Interipyer Saflex Clear And Color Gloss By 'Eostmon Ct emleol Co.' OR 075' Interloycr Saflex CP With PET Core L By 'Eastman Chemical Co,* r5/32" HEAT STREN'O- GLASS jL10" AIR SPACE. CONSISTING OF: SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE CLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 CIE 2000 1/4' TEMP. GLASS 5/16' AIR SPACE 1/8" NEAT STREN'D. GLASS 490' Interloyer TroWal PVB By 'Kurtiray America, Inc.' OR .090" Interinyer SentryGlas By ' Kuraray Americo, Inc.' OR .090" Interloyer Saflex Cieor And Color Class By 'Eastman Chemical Co.' CR 075' Interloyer SILICONESaflex CP With PET Core SII DOSI L791 BYCo.* 'Eastman Chemical C (1/8" x 1/1s") r--1/8- HIS. GLASS � rrAq J la C7 � k 7 Z �LJ 4 W V1N�� p`tclo C) 12:ONE �FiL 795 W SILICONE DOWSIL 795 SILICONE SIL 983 DOWSIL 983 DOWSIL 795 z mSIL INSTANT GLAZE It z ODYIS$L INSTANT GLAZE III a 5eated:8l13120203 z 01lit viIdle FI, # 1461L,�rllfry,,c *AT II-l4 , ���•' " nv E4A7 Y E4AP77 £ POINTS 1 /4 POlh1T5 M4 POINTS :• S' ALL SIZES " S a auss^TYPE-'Ai, GLASSTYPE+ 'Ili GLASS TYPE -1i •., ii,��� ... drawing no. 6"76 7/$' OVEfiN.L INSUL. LAM, GLASS T/$" OVERALL in1SuL. LAM. GLASS 7/8' OVERALL IHSUL. LAM. GLASS ������ ���►��}�ttt►�`�� Yy1 GLAZING QPTI4 st+eet 2 of 9 •.w i� or 0 1/8" HEAT STREN'fl. GLASS 090" Inleriayer � SenlryGlas 8y K-rnray Amcrrca, Inc.* 1/4" HEAT $TREN'D• GLASS SILICONE DOWSIL 795 b �I N 1 I1 A E7A AT 114 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'AA' 7/16" OVERALL LAIR. GLASS T/8" HEAT STREN'D. GLASS 090" lnterloyer SenlryGlas By 'Kuramy ArneriCa, InC.' 1/4- HEAT STREH'D. QLAS$ Si LICONE DOWSIL 795 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY 3/16" HEAT STREN'D. GLASS 090' Interloyer S ent ryGlos By 'Kuraray America, Inc.' 4. 3/115" HEAT $TREN'13. GLASS � W m SILICONE i M2 DOWSIL 795 g ry 6J I� I N E7 � u �! � E7► A7 1/4 POINTS ON LITES w GLASS TYPE_'81: 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D. GLASS 090" Intcrlayer Z SentryOloe �01++ � n 6y 'K+wuroy America. Inc: P. 3/16" HEAT STREN'D- GLASS ti a n 5tGCONE d DOWSIL 795 X N II o j in ti II VaLU it II G a4� � W LL _q W N C M3 AT 1/4 PRINTS ON LITES C9 m WIDER THAN 36" ONLY 4C W n 01 ■ Z) J J W 4 � II] (n � 1/B" TEMP. GLASS Z 5/16" AIR SPACE J LI 3 Z u' '^ 1/S" HEAT STREN-0- GLASS Q) uQ-) : W L j U-) -090" lnterloyer SenlryGICS SILICONE By 'Kuroray America, Inc.' DOWSIL 791 (1 /8" X 1 /4) 1/4" HS. GLASS 4' SUCONE w c m DOWSIL 795 z Q �� �� g E4A rc Ic 4 AT 1/4 POINTS w ALL SHE'S GFAS. TYPE 'AAl 7/8" OVERALL INSUL. LAM. GLASS GLAZING I OPTIONS Seated: 811312020 ` ` n o ' N No. 81223 qjj drawing no. '�°•[�� W16--76 FIa # 214-61 ljlfll lyl1�� sheet 2.1af � DE51GH LOAD CAPACITY - PSF FLANGE FRAMES, FLUSH FRAMES. FIN FRAMES WINDOW DIMS. GLASS TYPE A' GLASS TYPES If', 'Ai, 'Di'. 'E1' WIDTH HEIGHT E1(7.(+) tNT,(--) EKT.(+) INT.(-) 30" 36" 42" 48" 54" 60" 48' 60.0 80.0 80,0 60.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 50.0 60.0 80-0 80.0 solo 60.0 80.o 80.0 50.0 60.0 80-0 BO-O 30" 36' 42 48" 54'- 60" 54' 150.0 80.0 00.0 80.0 50.0 50.0 60.0 50.0 Ba.O 65-5 80-0 80-0 60.0 60.0 80.0 80.0 53.3 53.3 71.1 71.1 5313 53-3 71.1 71,1 31) 1 36" 42" 48" 54' 60` 60" 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80-0 50.0 68.6 SOX SO.O 60.0 60.0 80.0 80.0 53.3 53.3 71.1 71-1 48.0 48.0 84.0 64.0 30" 36" 42" 48 5+" 6D" 66' 60.0 80.0 80.0 80.0 solo 80.0 80.0 solo solo 68.6 BD.o i solo 60.0 60.0 80.0 80.0 53.3 53.3 71.1 71.1 48.0 48.0 64,O 64.0 30' 38" 42" 48" 54'. 60" 72" 60.0 solo 80.0 80-0 50.0 80.0 80.0 80.0 00.0 6&6 80.0 80.0 60.0 60.0 80.0 80.0 53.3 53.3 71.1 71 A 1 484 48.0 64.D 64.0 30" 36" 42" 48" 54• 78- 60,0 80.0 80.0 80.0 60.0 78.0 80,0 80.0 60.0 68.6 80.0 80.o 6D.0 60.0 80.0 50.0 53.3 53.3 71.1 71,1 3p" A5 •:7" a6' 54" 84' ` I 60.0 80.0 80.0 I Bola 60.0 76.4 80.4 80-0 60-0 68-6 solo solo 60-0 60.0 80.0 80-a 53.3 53.3 71.1 71 A 30' 35" 42" 48' 90" 60.0 80.0 solo 80,0 60.0 75.0 80.0 80.0 60.0 67.1 80.0 80.0 60.0 60.0 80.0 80.0 30" 36" 42' 48" 96' 60.0 solo 80.0 80.0 60-0 73-8 Bob 80.0 511.0 65-8 80-0 BO.o 60.0 60.0 80.0 Bolo DESIGN LOAD CAPACITY - PSF FLANGE FRAMES, FLUSH FRAMES. FIN FRAMES WINDOW DIMS. GLA55 TYPE A' GLASS TYPES 'B', 'Ai', 1111', 'Et WIDTH HEIGHT EXT-(+) INT.(-) E T.(+) INT.(-) 30" 36" 42" 102' 50.0 80.0 80.0 ao.o 50.0 72.9 solo s0.0 60.0 64.9 90.0 80.0 30" 36' 42" t08' 60.0 80.0 80.0 80,0 Solo 72.0 80.0 80.0 60.0 63.8 80-0 80-0 30" 36" 114" 6D.0 90.0 80-0 80.0 60,0 71.3 80.0 80.0 30" 36" 120" 60.0 So-0 80-0 solo 60.0 70.6 J. 80.0 80.0 DE5111IA1 LOAD CAPACITY - PSF FLANGE FRAMES, FLUSH FRAMES, FIN FRAMES WINDOW DIMS. GW3 'TYPE A' GLASS TYPES '8', 'Ai', 'Di'. 'Ei WIDTH HEIGHT EXT-(+) INT.(-) EXT.(+) 1NT.(-) 13-1/8" 26-1/2" 37' 48` 25" 60.0 Boo 80.a 80,0 60-D 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80-0 00.0 80-0 50,0 solo 80.0 80.0 t9-1/8" 26-1/2" 60.0 solo 80.0 50.0 60.0 80.0 80.0 80.0 37" fi-3 8" 60.0 77-8 80.D 80.0 48" 53-1/8 60.0 75.0 60.0 75.0 80.0 80.0 19-,/a" 26-1/2" 37' 48' 53-I/a" 50-5/8' 60.0 Soto 60.0 80.0 80.0 00.0 60.0 77A 80.0 80.0 60.0 60.0 60.4 80.0 56.8 56.9 75.9 75.9 19-1/8" 26-1/2" 37" 48" 53-1/8" 58" 6010 60.0 mo ' Bo,o 60.0 solo 80.0 80.0 60.0 77.8 80.0 80-0 60.0 6010 80.0 80.0 54.2 54-2 72.3 72.3 19-1/8" 26-1/2" 37' 48' 53-1/8" 63" 60.0 80.0 80.0 80.D 60.0 80.0 80.0 80.0 60.0 77,8 50.0 80.0 60.0 60.0 80'a 80.0 54.2 SC2 72.3 72.3 19-1/8" 26-1/2" 37' 48' 53-1/8- 76- 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.2 80.0 80.0 60.0 60.0 80.0 80.0 54.2 1 54,2 72.3 72.3 1'eN� r- r TWINDOW �WIDTH w1ND0 = I � [�S � 3 L J WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 3 I 3 3 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CA14 BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND 08TAINING ALLOWABLE LOADS FROM THOSE SHAPES. L /r J �%f I NOSE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR NOR17ONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). F� •72��f ~ No. 81223- Sealed:811312020FL #21461 :10�1:jluN w u I z 3 o- v � a I F Q: 0G� o v W 1~ N 0 �2m �Q>m aco G attE z m W `n 3 C7 � � n z U Ld Lu w 4 D: 0(n d Z J w LO w W M m s R a $ drawing no. W16-76 DESIGN LOAD CAPACITY - PSF FLANGE FRAMES do FLUSH FRAMES ONLY WINDOW DIMS. GLAS5 TYPES 'AA• & 'AAi' GLASS TYPE 'BB' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) IMT.(-) 48' 54° Flo• w 72" 78• 413" 80-0 105.0 60.0 100.0 solo 105.0 84.0 100.0 80.0 105.0 80-43 100.0 80-0 105.0 80.0 100.0 80.0 105.0 80.0 100.0 80.0 105.0 60.0 100.0 48" 54' sG" 66" 72" 78" 54• 80.0 105.0 80.1) 100.0 71.1 93.3 80, 0 85.9 71.1 93.3 a0,0 88-9 r1.I 1 93.3 80.O 88.9 - - mo 88.9 - - 30.0 a8-9 49• 54" 6a• 65' 72" 78" 60• blo F05.0 80.0 100.0 71.1 93.3 80.0 68.9 64A s4.o 80.0 ao-o - - 80.0 ao.o - - 80.0 80.0 - - 80.0 80.0 48" $4" 60" 66" 72- nr s6" 80.0 105.0 80.0 100.0 T1.1 93.3 50.0 88.9 - - 80.0 80.0 - - 72.7 72.7 - 72-7 72.7 - - 72.7 72.7 43" 34" 80• fib" 72' 78" 72" 1 80.0 105.0 80.0 100.0 - - 80.0 B8.9 80.0 80.0 - - 72.7 72.7 - - 66,7 66-7 - - ft7 66.7 48" 66- 72" 78" 80.0 105.0 80.0 100.0 80.0 88.4 no 00-0 - - 72,7 72,7 - -- 66.7 66.7 61-5 61.5 48' 54" 72" - - 80.0 100.0 - - 80.0 B8.9 72.7 72.1 - - 56.7 66.7 48• 54• 60' 56" 72" 90" - - 80.0 100.0 - an.o 80.0 - - 80.0 80.0 - - 72-7 77-7 - - 86.7 66.7 48' 54" 95• - - 810 100.0 - - 6D.0 80.0 80.0 80.0 DESIGIX LOAD CAPACITY - PSF FLANGE FRAMES & FLUSH FRAMES ONLY WINDOW DIMS. GLASS TYPES 'AA' do 'AU' G1A55 TYPE BB' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 48" 54" 60" 102- - - 80.0 80.0 - - solo $0.0 - - e0.0 80.0 48" 54" 60" 108• - 80.0 80.0 - - 80.0 80.0 - - 80.0 30.0 48" 114" - - 80.0 80.0 80.0 ao.a aa" 54" 120' 80.0 80.0 - - 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE FRAMES & FLUSH FRAMES ONLY VINDOW DIMS. GLASS TYPES 'AA' k 'AAi' GLASS TYPE lffl' VAOTH HEIGHT EXT,(+) IW,(-) EXT.(+) INT.(-) 19 -1 /8" 26-1/2" 37" 48" 53-1 /8" 26" 80.0 10510 80.0 1 OD.0 80.0 105.0 80.0 100.0 50.0 105.0 80.0 1 100.0 80.0 105. ❑ 80.0 100.0 80.0 105.0 80.0 100-0 26-1/2• 37" 48' 53-1 /8" 38-3/8" 80.0 105.0 SG.D 100.0 80.0 105.0 80.0 100.0 80.0 105.0 80.0 100.0 80.0 105.0 80.0 100-0 60.0 1 D5.0 80.0 100.0 26-1/2" 37" 48" 53-1/8" 50-5/8" 80.0 105.0 80.0 100.0 80.0 105-0 00-0 100-0 BO.0 145.0 90.0 1D0.0 80.0 105.0 00.0 100.0 75.9 "'a 80-0 94,8 19-1/8" 28-1/2" 37" 48" 53-1/8" 58" 80.0 105.0 80.0 100.0 80.0 105.0 80.0 ; 100.0 80-0 105.0 80.0 100,0 80.0 105.0 SOX 100-0 72.3 94A 80.0 90.4 19-1/8" 26--1/2" 37" 48" 53-1/8- 63" 8G.0 105.0 80.0 100.0 8G.4 106.0 80.0 10G.0 80.0 105.0 80.0 100.0 50.0 105.0 80.0 100.0 72.3 94.9 80.0 90.4 19-1/B" 26-tj2" 37 . 48• 53-1/8" 76" 80-0 105.0 80.0 100-O 80.0 10&0 80.D 100.0 80.0 105.0 8C.0 100.0 80.0 105.0 60.0 100.0 - - 80+0 90.4 WINDOW I� w J 3 WI�NDOW`VDTH WINDOW WIDTH_ 0-- �[ WINDOW WIDTH W114DpW WIDTH WINDOW WIDTH �5 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PIMRE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. L 1- . --- - - NOTE MDTH AND LENIGM DIMENSIONS CAN SE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). FA No. 81223 Sealed:811312020 _ FL #21461 y h I m z 3 Q n J 0 0 ,0 dj O G 2 QG7eq CR paon Q C LL J17�� Q� 1 � I � n z a � _JW 4 � a In (n H CD m D z J W Th 1p sn in ¢ w vi 5 0 M O I drawing no. W16-76 Q Ep x w u TYPICAL ANCHORS Y SEE ELEV, FOR SPACENC I rT— ----- —------- I p METAL I F.B.C. APPROVED I D15T. a EDGE STRUCTURE II MULLION & MULLION ANCHORS E e ; © DIST. 1 SEE SEPARATE APPROVAL I Z a EDGE DIST, I I 11 b p 11 I I EDGE DIST. I I G o a �--- 8 go TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL. ANCH0RS� S 4 SEE ELEV. SEE ELEV. SEE ELEV. !E FOR SPACING FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS J MUST SUSTAIN LOADS IM P05ED BY GLAZING SYSTEM d 9 902 AND TRANSFER THEM TO THE BUILDING STRUCTURE. P. TYPICAL._ ANCHORS: SEE ELFV- FOR sPACINC 1/4" DIA. TAPCON BY 'f.M' (Fu-125 KSI, Fy=100 3(SI) T/4" DIA, ULTR CDA Nt BY,: DEWALT' (Fu=164 KS, Eye-$48 KSI) 3 ID INTO 2BY WOOD BUCKS OR WOOD STRUCTURES � o 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z THRU 1BY BUCKS INTO CONC. OR MASONRYLd 1-1/4" MIN. EMBED INTO CONCRETE (HPAD/$ILL/JAmHs) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) w DIRECTLY INTO CONCRETE OR MASONRY x 4 1-1 /2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a 1-1/+4" MIN. EMBED INTO MASONRY (JAMBS) 0 � 3� u- N 114" JL-JEKS, OR SELF DRILLING SCREWS (GRADE 5 CRS) La � 0 4 ; INTO F.H.C. APPROVED MULLIONS � t,.i M OR INTO METAL STRUCTURES (BEAD/SILT./JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK, MIN. (5063—T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I � I p 'I TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE = 1" MIN- w INTO METAL STRUCTURE = 3/4" MIN. jo I WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. y E2 E2 CONCRETE AT HEAD, SILL OR JAIABS Vc = 3000 PSI MIN. c � I C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 21000 PSI MIN. N 'I Q' I 41 4 a I No.01223 7 LE ` EDGE AISF. N o a a v ° ° . ° � I BY ", v I a WOOD BUCK � �• =` drQwing no, Sealad:811312020 Wl6-76 TYPICAL ANCHORS TYPICAL ANCHORS FOR SPACING EDGE pIST. FOR SPASEE ELEV. SEE CING F l, # 214 61 ►►iI�+II�t►� sheet 4 vi S 1/4" MAX. 1/4" MAX. SHIM SHIMS 1 /d" MAX. SHIMSW M1 E2 TYPICAL ANCHORS SEE: ELEV. FOR SPACING 1 //2' 1 1/4" 1 li I I EXTERIOR C1 D.L OPG. 16`A WINDOW WIDTH WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACiNC F.B.C. APPROVED MULLION SEE SEPARATE APPROVAL II II II II I I II II I II II II fl II I � f • I1 11 1 I II II J TYPICAL ANCHORS SEE ELEV_ FOR SPAONC WINDOW WIDTH P 16Y- WOOD BUCKS In i- Z am Qo A TYPIC& ANCHORS Q N O v a r SEE; ELEV. FOR SPACiL+lG �q d N 1 Ghm cY - $ Lij LL w en W' W+ � a d e a � a � N I � m - z JLL,~ I 1/4" MAX_ , J LLL, SHIM N Cl X TYPICAL ANCHORSto SEE fLEV. Z Lz w FOR SPACING I j ui 0 — ,�s yl Lj n METAL STRUCTURE No. VU23 l v u Sealed,811312020 f � drawing na. Wl 6-76 FL #21461 '+TAr+III+►ti��`� street 5 or 9 -EDGE DIST- n V APPR APPROVED a11Y� I METAL F.B.C. � a * o E13CE DIST. STRUCTURE MULLION & MULLION ANCHORS �= 1 SEE SEPARATE APPROVAL s a. EDGE DIST, p a E5 N E5 Lam? +A AT oM E G TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS z SEE ELEV.1 SEE ELEV. SEE ELEV. h FOR SPACING FOR SPACING FOR SPACING mo 1 Q W41� UZI J N I C o � � -t 1/4" MAX. X 3 01 gSHMS U. d " I x E5 ALT. p Z gym' TYPICAL ANCHORS SEE ELEV. FOR SPACING fj a i P J 1 1/2" N d a I � LI C L7 c ❑ WL 4 V N TYPICAL ANCHORS ` a SEE EirV, FDR SPACING jo B wlNoow WIDTH N � C o a ALT. E5 t`111 FA r a INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS �o. >�z2a bg� : h,' T � 3 v g I � '� � � c a = a SEE SHEETS 4 & 5 FOR WINDOW DETAILS P I a Sealed:81131202Q I J �� drawing no. ry EDGE DIST. _FL #2146r ��llfllll111 Sh82t 8 Of � ILLVSTRATIVC DTLS. ONLY EKE OR INT. FINISHES NOT BY E.S. Wm, LJ ALT, E ALT. TYPICAL ANCHORS SEE CLEW FOR SPACING #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. J10 TEKS/SELF DRILLNG SCREWS AT 6 FROM ENDS AND 12 O.C- MAX. TYPICAL. ANCHORS SEE ELEV. FOR SPACING TYPICAL, ANCHORS: SEE ELEV- FOR SPACING #10 WOOD SCRLWS (CRADE 2 CRS) INTO 28Y WOOD SUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1 /4' MAX. GAP 2' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. #10 TEKS/SELF DRILLING SCREWS AT 5 FROM ENDS / AND 12 O.C. MAX. EXTERIOR WINDOW WIDT3 INSTALLATION DETAILS WITH FIN FRAME ADAPTERS SEE SHEETS 4 do S FOR WINQ0`W DETAILS C �1 ��'.•'41GENSB � ' •u No. 81223 9 y y drawing 5ealad:811312020 FL #214-61ti ��l11lII11�Ik 9hECl 7 ❑F 9 ITEM # PART � R8$D. DESCRIPTION !<tA'fER[AL �LAidF./SUPPLIER/R83iARH5 E1 ES-EL151 1 FRAME 6a63-Tfi - E2 ES-EL152 A5 REOG. FRAME SCREW COVER 8p63-76 -- - - E4 ES-ELl 1 f AS ROD. GLAZING BEAa [iNSUL. LAM, GLASS) b063-T6 - E4A ES-kL116 A5 RGE1. GL,5ZING 8FIi0 [INSUL. LAM. GLASS) 6063-7fi - E5 ES-Et AS RE40. FLUSH FRAME ADAPTER bpb3-76 - E6 ES-Et115 AS REgp- FLUSH FRAME ADAPTER WITH FIN 8063-Tfi - E7 ES-EL41p � AS RQO. GLA2IHG BEAD (7�i6" LAM. GLASS] 80fi3-T6 - E7p ES-Et123 AS ROD. GLAZING BEAD {7/18" LAAi. GLA55} G963-T6 - p}{ gM5 Mt �S x i" — FRAME ASSEMBLY FASTENERS ST. STEEL M2 ES-5Ga8A AS REQa. EXTERIOR BULB GASKET SILSG'DHE DURp7,iETER 60fS SHARE A M2A E1.10G-Ga2 AS RE4a. EXTERIOR LEAF GASKET SILICONE gURQMETER 6L1tS 51ipRf A M2B ES-H-3d4-GO5 AS REva. EXTERIOR tiYEOGE GASKET SILICONE I]>JRpMETER 553g SHORE p AL3 $9-372A 2/ LIFE SfTRNG BLOCK AT 1/4 POINTS (LAM. GLASS) SILICONE aUROMEfER 80f5 SHORE A M4 EL1a0-BOS 2/ LITE SETTING BLOCK AT 1�4 POINTS {1NSUL. LAM. GLASS] I SILIC4uE aLlRUMETER 8a�5 SHORE' A ALS �8 ]( 1" - FLUSH/FIN FRAME ADAPTER ASSEMBLY FASTENERS ST_ STEEL FH SF�IS --2.917 w r I �a 937 Li .O5p 1.582 19 Q Td m R 0. .ass < � �D� 1.1$7 D w n E1 FRAME G t�M ci? ORG277 �aaG Ij1,570 ;�]]] to p M £2 FRAME SCREW COVER 2.857 5 I€j g m Q45 _ J .500 625 p ` n Fes-- 2. 700 - n z �. ES FLUSH FRAME ADAPTER J Li W ' JIr 1.d28 - � ¢ n x m� 1.5QG 063 1° J —a I � In S00 &25 0 LJ Lo � Z77W — E6 FLUSH FRAME ADAPTER W1TH FIN a u c v� a p N y `��51111t � r► �, u °c S19 .519 057 :��'. VCELVS�e' �-- — ; - �—+01.2 --f No.81223 = ! g 62 a50 .971 .621 S A 62J .08�¢ 62�_914 �. �� 8F � drawing no. .202 .202 1— .202 '+ 202 5ealad:8113l202Q E7 E7A a FL #21461 , �� pit GLAZING BEADS r11iLi y1L � sheet $ 0i 9 w r I � M5 ao L �n d ZqN Crda''m ®� 0 byE z_ WELDED J a 1 ' JOINTS17. W FLUSH FRAME ADAPTER CORNER m N '2 O RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS 3 C,, w aLU n viN�,� La i x ON zLi 3� ° J r 2 k V N FIN FRAME APE a o A�i, yTc.EN$� r qI , a n No.B'1223 1�� •' SF ��: d�gnSealed:811312020 ti` FL #2146� r`��i�®'�,irss►+' �� sheet 9 of 4