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HomeMy WebLinkAboutES-EL150 Fixed 21-0708.03 MIAMINE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building E.S.Windows,LLC 3550 NW 49"Street Miami,FL 33142 SCOPE: This NOA is 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 AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EL-150"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.1)", sheets 1,2,2.1,3, 3.1,4 and 5 through 9 of 9,dated 11/13/16,with revision D dated 06/12/21,prepared by Al- Farooq Corporation, signed and sealed by Jalal Farooq,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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, model/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 No.20-1223.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.21-0708.03 MIAMI•DADE COUNTY Expiration Date: May 18,2022 Approval Date: September 02,2021 8/20/21 Page 1 E.S.Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 16-0617.05) 2. Drawing No. W16-70, titled"ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1, 2, 2.1, 3, 3.1, 4 and 5 through 9 of 9, dated 11/13/16,with revision C dated 06/22/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. (Submitted under NOA No. 20-1223.01) 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Safety Performance Test, (class A)per ANSI Z97.1 along with marked-up drawings and installation diagram of a series EL-150 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-12002, dated 04/30/20, signed and sealed by Idalmis Ortega, P.E.. (Submitted under NOA No. 20-1223.01) 2. 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Safety Performance Test, (class A)per ANSI Z97.1 along with marked-up drawings and installation diagram of a series EL-150 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-11035, dated 04/30/20, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 20-1223.01) 3. 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Safety Performance Test, (class A)per ANSI Z97.1 along with marked-up drawings and installation diagram of a series EL-150 aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-11027, dated 04/23/20, signed and sealed by almis Ortega, P.E. (Submitted under NOA No. 20-1223.01) Manuel Perez,P.E. Product Control Ex n r NOA No.214708.0 Expiration Date: May 18, 2 Approval Date: September 02,2021 E-1 E.S.Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 4. 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 11/14/16, and revised on 05/10/17, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.05) 5. 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 05/10/17, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 11/16/16, revised on 12/21/16, and updated on 11/09/20 to comply with FBC 7t'Edition (2020), prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas®XtraTM(SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company(MA) for their"Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/11/23. 4. Notice of Acceptance No. 20-0622.02 issued to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color Glass Interlayers" dated 08/06/20, expiring on 04/14/23. Manuel Perez,P.E. Product Control Ex n r NOA No.21- 708.0 Expiration Date: May 18, 2 Approval Date: September 02,2021 E-2 E.S.Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6tn Edition (2017),with FBC 711 Edition (2020),and of no financial interest,dated November 09,2020,issued by Al- Farooq Corporation, signed and sealed by Jalal Farooq,P.E. (Submitted under NOA No. 20-1223.01) 2. Proposal No. 18-0784 issued by the Product Control Section, dated June 29, 2018, signed by Manuel Perez, P.E. (Submitted under NOA No. 20-1223.01) 3. Proposal No. 19-1230 issued by the Product Control Section, dated November 18, 2019, signed by Manuel Perez, P.E. (Submitted under NOA No. 20-1223.01) G. OTHERS 1. Notice of Acceptance No. 17-1218.12, issued to ES Windows, LLC, for their Series "EL-150"Aluminum Single Fixed Window—L.M.I., approved on 02/08/18 and expiring on 05/18/22. OLE Manuel Perez,P.E. Product Control Ex n r NOA No.21- 708.0 Expiration Date: May 18, 2 Approval Date: September 02,2021 E-3 E.S.Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W16-70, titled"ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1, 2, 2.1, 3, 3.1, 4 and 5 through 9 of 9, dated 11/13/16,with revision D dated 06/15/21, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 11/16/16, revised on 12/21/16, updated on 11/09/20 to comply with FBC 7t"Edition (2020) and further revised on 06/29/21 to include additional window sizes,prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 11/19/20, expiring on 07/08/24. 2. Notice of Acceptance No. 20-0915.19 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 11/19/20, expiring on 07/04/23. 3. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company(MA) for their"Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/11/23. 4. Notice of Acceptance No. 20-0622.02 issued to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color Glass Interlayers" dated 08/06/20, expiring on 04/14/23. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 7t" Edition (2020)dated June 25, 2021,issued by Al-Farooq Corporation,signed and sealed by Jalal Farooq,P.E. G. OTHERS 1. Notice of Acceptance No. 20-1223.01, issued to E.S. Windows, LLC, for their Series "EL-150"Aluminum Fixed Windows—L.M.I., ap oved on 04/22/21 an iring on 05/18/22. Manuel Perez,P.E. Product Control Ex in r NOA No.21- 708.0 Expiration Date: May 18, 2 Approval Date: September 02,2021 E-4 60" 60" w WINDOW WIDTH WINDOW WIDTH 56 7/8" I 56 7/8" 48 WINDOW WIDTH aD j D.L. OPG. D.L. OPG. cy 12" 12" 44 7 8' Z q Q 6" MAX. MAX"EA6 6" MAX. MAX. / W N a CORNERS 4 CORNERS 6 ��D D.L. OPG.12" Q p p ai c11- 6° MAX. MAX. Q w N tv III HEAD/SILL A HEAD > N CORNERS 7 SILL p U. II II Q � v=i h cy 0 m °0 (L a ¢ rl Q I� a it j II jl C N 0 U)it it II II II II II 1� M Z OJ N it 11 -I -= li it z o 2 U ° 3 1I=== I I IItI�=== F ro0 6 co II I 2 r 0 === I I==r==I I ==_ Z m ¢ W- w I W of o ^ U ___-IL ^ o o ap = O o o a---- 0 II Il II II II O) 3 I I Z Ii I II N Z I II m O N J =-IFS-/- --_ X m ===�F=== --_ _ Xlm =i -__ ===�F=== =_= N a z °' o - I ---- I-- N a ¢ II II N< Q z I II < m J 00 II 11 II II it � I II 7 II II II II II II II II � II II Il I II !I I II r ---ter---- ==-�F--- � U x J Ld J J W 4 FALSE MUNTINS B Q m W B Q m W B Q m W �_ (SURFACE APPLIED) 4 m m z 6 m m z 7 � m zLO MAY BE USED p o io o d r+) U U I U r7 TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION o 3 z FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH FIN ADAPTER w WINDOWS WITH FIN FRAME ADAPTERS LIMITED TO w M Q -' w GLASS TYPES 'A', 'Ai', 'B', 'DI' & 'Ei' ONLY ES—EL150 DAYLITE OPENINGS: FIXED ALUMINUM WINDOW D.L.O. HEIGHT = WINDOW HEIGHT - 3.125" m Z D.L.O. WIDTH = WINDOW WIDTH - 3.125" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o m N i CHARTS SHOWN ON SHEETS 3 AND 3.1. REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE - ; B INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ;= a W a a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE v a W 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE WINDOWS WITH GLASS TYPES 'AA', 'BB' & 'AAC COMPLY O a w O COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS z D 0 z WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TO THE BUILDING STRUCTURE. WITH REQUIREMENTS OF ANSI Z97.1. MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. a, N MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. N N WILL APPLY TO ENTIRE SYSTEM. 0 N o o 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. J-2 ol< m U o ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. �a� �d FQ gas ®®®a o�Q, �00 ®®® to 0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �,°° CEN T COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE : "' n o REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. v - N a ® No 22 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION m A_m a a FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. ®� a�T w drawing no. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 1Wl 6-70 DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. U ©alll a 1 k\\ sheet 1 of 9j si, �Ga oe t 1/8" HEAT STREN'D. GLASS --- 3/16" HEAT STREN'D. GLASS o w .090" Interlayer .090" Interlayer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 00 j OR OR z .090" Interlayer .090" Interlayer z M Q SentryGlas SentryGlas By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' (L OR OR .090" Interlayer .090" Interlayer � C4 ov Saflex Clear And Color Glass Saflex Clear And Color Glass ® W M (L N i( By 'Eastman Chemical Co.' By 'Eastman Chemical Co.` F LL OR OR .075" Interlayer .075" Interlayer U ti Saflex CP With PET Core Saflex CP With PET Core v p W ei By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' ® (Laaa w w 3/16" HEAT STREN'D. GLASS ag ~ 1/4" HEAT STREN'D. GLASS cn SILICONE Z m SILICONE IX Z -j N N M2 j DOWSIL 795 M2 DOWSIL 795 5Z16" AIR SPACE CONSISTING OF: W N W c N �� DOWSIL 983 i� !1 jj DOWSIL 983 SPACER: Z �y M \ II II DOWSIL INSTANT GLAZE III DOWSIL INSTANT GLAZE III i 'HELIMA' LOW PROFILE ALUMINUM SPACER J z M ¢ w JFM BY 'LINGERMANN GMBH' W AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: '� 0 0 SILICONE 00 DOWSIL 791 -i � E7 w E7 w M3 AT 1/4 POINTS ON LITES W M3 AT 1/4 POINTS ON LITES GE 2000 o to WIDER THAN 36" ONLY WIDER THAN 36" ONLY 00 ED GLASS TYPE 'A' GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS M Z_ V t- a 1/8" TEMP. GLASS 1/4" TEMP. GLASS J J Ld 5/32" TEMP. GLASS Q 5/16" AIR SPACE 5/16" AIR SPACE p U) V) C ;n 5/16" AIR SPACE w 8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS x O � r; �' 1/8" 5/32" HEAT STREN'D. GLASS p n w to .090" Interlayer .090" Interlayer .090" Interlayer o Z �i Trosifol PVB Trosifol PVB Trosifol PVB Z t� By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuroroy America, Inc.' w O _ OR OR OR .090" Interlayer .090" Interlayer � Y .090" Interlayer Q SentryGlas SentryGlas SentryGlas w By 'Kuraray America, Inc. By 'Kuraray America, Inc.' By R 'Kuraray Americo, Inc.' OR OR .090" Interlayer .090" Interlayer .090" Interlayer Saflex Clear And Color Glass Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' w W OR OR OR W x Ln = 075" Interlayer .075" Interlayer 075" Interlayer v) Ln o Saflex CP With PET Core Saflex CP With PET Core SILICONE Saflex CP With PET Core o a:Saflex T By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' DOWSIL 791 CL By 'Eastman Chemical Co.' o a a 1/4" HS. GLASS 5/32" HEAT STREN'D. GLASS (1/8" X 1/16") 1/8" HS. GLASS N W ca a m 5 o W o 0 z 0 z SILICONE SILICONE F DOWSIL 795 w DOWSIL 795 �7- w SILICONE DOWSIL 983 m DOWSIL 983 m DOWSIL 795 z M DOWSIL INSTANT GLAZE III _z DOWSIL INSTANT GLAZE III z o N VS M2 v� M2 (n o 7 N N b I_ I: M26 I n N II I L) N �I Ij Ij N I II II o o 0 \ �I II \ ii II II fll II II ®®®`16 i 9 6190®�� N CO a m c) o FAN, s ® r I N Q o o _ �No.89223 \ r O e w E4 w E4 w E4A a AT 1/4 POINTS x AT 1/4 POINTS x AT 1/4 POINTS ° U W M4 ALL SIZES w M4 ALL SIZES w M4 ALL SIZES ®� :° �® drawing no. GLASS TYPE `Ai' GLASS TYPE `Di' GLASS TYPE `Ei' OR W 16-70 7/8" OVERALL INSUL. LAM. GLASS 7/8" OVERALL INSUL. LAM. GLASS 7/8" OVERALL INSUL. LAM. GLASS ®��D °°°°�° ��®®® GLAZING OPTIONS � �� sheet 2 of g V) w 0 r I 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS `o 0 090" Interlayer .090" Interlayer 090" Interlayer 090" Interlayer LO a, z SentryGlas SentryGlas S (9 a SentryGlas SentryGlas Z cv 1 By 'Kuraray Americo, Inc.' By 'Kuraray America, Inc. uj 2 N By 'Kuraray America, Inc.' By 'Kuraray America, Inc.` a 1/4" HEAT STREN'D. GLASS 1/4" HEAT STREN'D. GLASS a- w 3/16" HEAT STREN'D. GLASS a 3/16" HEAT STREN'D. GLASS 0 O U M o) w w w N I N m SILICONE m SILICONE Z m SILICONE z m SILICONE w w Q ! Uy DOWSIL 795 (n DOWSIL 795 N M2 DOWSIL 795 U) M2A DOWSIL 795 a = u g M2A i II N M2A j' ill i: \ 0 Q u ri \ O \ i I II I II > M I� it I� j! i Ij CY 0 � M O a a d I I NN ;Z d N / O 0 O E7 w E7A Li LiE7A z = cas x AT 1 4 POINTS ON LITES w AT 1/4 POINTS ON LITES 5 C"3 02 � w 7AT /4 POINTS ON LITES w M3 AT 1/4 POINTS ON LITES w M3 / M3 w LuR THAN 36" ONLY WIDER THAN 36" ONLY WIDER THAN 36" ONLY WIDER THAN 36" ONLY GLASS TYPE 'AA' GLASS TYPE 'BB' GLASS 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. J � in 00 0 � M _Z —1 W L J J W Q W 0 a) v� 1/8" TEMP. GLASS p Z to M u7 J 5/16" AIR SPACE I j z - n 1/8" HEAT STREN'D. GLASS I O Q J W 1Ll cL .090" Interlayer SentryGlas SILICONE By 'Kuraray America, Inc.' DOWSIL 791 (1/8" X 1/4") 1/4" HS. GLASS W x z o D w SILICONE to > m DOWSIL 795 cl Z_ C Z a a V) U N g M26 II' W z I II it 5/16" AIR SPACE CONSISTING OF: SPACER: o o N 'HELIMA' LOW PROFILE ALUMINUM SPACER o 0 0 BY 'LINGERMANN GMBH' 0ttifilil!/o® �' c X E4A AT 1/4 POINTS AROUND THE PERIMETER OF THE GLASS. `®®�` P� FQ� �� w M4 ALL SIZES PERIMETER SEALANT: a` owl?.°'���...`. �O ®®® tO SILICONE ® �, O "' u o GLASS TYPE 'AAV DOWSIL 791 % 7 Cq l< 7/8" OVERALL INSUL. LAM. GLASS GE 2000 No. 8122 o of � ® ® O Y F A drawing no. a °�c®.o ��°. W16-70 GLAZING OPTIONS BIII l I l l,®! sheet 2jof g DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W o FLANGE FRAMES, FLUSH FRAMES, FIN FRAMES FLANGE FRAMES, FLUSH FRAMES, FIN FRAMES FLANGE FRAMES, FLUSH FRAMES, FIN FRAMES 4ft r- I GLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPES WINDOW DIMS. 'A' B', 'Ai', 'Di', 'Ei' WINDOW DIMS. 'A' B', 'Ai', 'Di', 'Ei' WINDOW DIMS. 'A' 'B', 'Ai', 'Di', 'Ei' Z 3: WIDTH HEIGHT EXT.(+) 1 NT.(-} EXT.(+) 1 NT.(-) WIDTH HEIGHT EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-} WIDTH HEIGHT EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) L Q F CO 6 0 I z M 19 a 30" 60.0 80.0 80.0 80.0 30" 60.0 80.0 80.0 80.0 19-1/8" 60.0 80.0 80.0 80.0 J i Q W �N a. 36" 60.0 80.0 80.0 80.0 36" 60.0 78.1 80.0 80.0 26-1/2" 60.0 80.0 80.0 80.0 N a � �, o 42" 48" 60.0 68.6 80.0 80.0 36" 102" 60.0 72.9 80.0 80.0 37" 26" 60.0 80.0 80.0 80.0 4 O N m U uj 48" 60.0 60.0 80.0 80.0 39" 60.0 68.5 80.0 80.0 48" 60.0 80.0 80.0 80.0 '��� N � ww X 54" 60.0 60.0 80.0 80.0 42" 60.0 64.8 80.0 80.0 53-1/8" 60.0 80.0 80.0 80.0 LL F" LL 60" 60.0 60.0 80.0 80.0 45" 60.0 61.6 80.0 80.0 19-1/8" 60.0 80.0 80.0 80.0 U h 30" 60.0 80.0 80.0 80.0 30" 60.0 80.0 80.0 80.0 26-1/2" 60.0 80.0 80.0 80.0 0 w `H NOTE: O M o 36" 60.0 80.0 80.0 80.0 33" 60.0 77.3 80.0 80.0 37" 38-3/8" 60.0 77.8 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ® d 42" 54' 60.0 68.6 80.0 80.0 36" 108" 60.0 72.0 80.0 80.0 48" 60.0 75.0 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 0 48" 60.0 60.0 80.0 80.0 39" 60.0 67.6 80.0 80.0 53-1/8" 60.0 75.0 80.0 80.0 cq � Z � N 54" 53.3 53.3 71.1 71.1 42" 60.0 63.8 80.0 80.0 19-1/8" 60.0 80.0 80.0 80.0 w LL o 60" 53.3 53.3 71.1 71.1 30" 60.0 80.0 80.0 80.0 26-1/2" 60.0 80.0 80.0 80.0 Z O 2 m Z w cM 30" 60.0 80.0 80.0 80.0 33" 114" 60.0 76.5 80.0 80.0 37" 50-5/8" 60.0 77.8 80.0 80.0 W 0) H 36" 60.0 80.0 80.0 80.0 36" 60.0 71.3 80.0 80.0 48" 60.0 60.0 80.0 80.0 42" 60" 60.0 68.6 80.0 80.0 39" 60.0 66.8 80.0 80.0 53-1/8" 56.9 56.9 75.9 75.9 48" 60.0 60.0 80.0 80.0 30" 60.0 80.0 80.0 80.0 19-1/8" 60.0 80.0 80.0 80.0 12 CC) 54" 53.3 53.3 71.1 71.1 33" 120" 60.0 75.9 80.0 80.0 26-1/2" 60.0 80.0 80.0 80.0 J 'n _._ U) 60" 48.0 48.0 64.0 64.0 36" 60.0 70.6 80.0 80.0 37" 58" 60.0 77.8 80.0 80.0 00 1 30" 60.0 80.0 80.0 80.0 30" 60.0 80.0 80.0 80.0 48" 60.0 60.0 80.0 80.0 r) n 36" 60.0 80.0 80.0 80.0 33" 126" 60.0 75.3 80.0 80.0 53-1/8" 54.2 54.2 72.3 72.3 o 42" 66" 60.0 68.6 1 80.0 80.0 36" 60.0 70.0 80.0 80.0 19-1/8" 60.0 80.0 80.0 80.0 z 48" 60.0 60.0 80.0 80.0 30" 60.0 80.0 80.0 80.0 26-1/2" 60.0 80.0 80.0 80.0 J x 54" 53.3 53.3 71.1 71.1 33" 132 60.0 74.8 80.0 80.0 37" 63" 60.0 77.8 80.0 80.0 J -! W g0" 48.0 48.0 64.0 64.0 30" 138" 60.0 80.0 80.0 80.0 48" 60.0 60.0 80.0 80.0 Q N F N 30" 60.0 80.0 80.0 80.0 33" 60.0 74.3 80.0 80.0 53-1/8" 54.2 54.2 72.3 72.3 LLI y t 36" 60.0 80.0 80.0 80.0 30" 144" 60.0 80.0 80.0 80.0 19-1/8" 60.0 80.0 80.0 80.0 d M ro 42" 72" 60.0 68.6 80.0 80.0 26-1/2" 60.0 80.0 80.0 80.0 _o Z >�' J � 48" 60.0 60.0 80.0 80.0 37" 76" 60.0 77.2 80.0 80.0 J Z o 54" 53.3 53.3 71.1 71.1 48" 60.0 60.0 80.0 80.0 NOTE: w o / •• GLASS CAPACITIES ON THIS SHEET ARE I so" 48.0 48.0 64.0 64.0 to �n 53-1 8 54.2 54.2 72.3 72.3 BASED ON ASTM E1300-09 (3 SEC. GUSTS). w 30" 60.0 80.0 80.0 80.0 36" 60.0 78.0 80.0 80.0 42" 78" 60.0 68.6 1 80.0 80.0 WINDOW WINDOW I� WIDTHWIDTH 48" 60.0 60.0 80.0 80.0 �.��{ WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 54" 53.3 53.3 71.1 71.1 30" 60.0 80.0 80.0 80.0 1 - - N o 1 - - - - - 1 - - I- - - ( F- v0 `� a 36" 60.0 76.4 80.0 80.0 x I I x, ( _ _ z i z w J j a a a m 42" 84" 60.0 68.6 80.0 80.0 ui z N Z I I Z ( z /� Z �� 3 / 3 �/ U) � U W 48" 60.0 60.0 80.0 80.0 w w w / w i o O m 3 o to- 54 o J I %/ I J I J / J '/ Z Z 0 Z 3 " 53.3 53.3 71.1 71.1 3 / 3 3 I I 3 1 3 30" 60.0 80.0 80.0 80.0 L - _j L J 36" 60.0 75.0 80.0 80.0 m N N 9dWIDTH , WINDOW WIDTH 42" 60.0 67.1 80.0 80.0 48" 60.0 60.0 80.0 80.0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH �� ``i`1111IIIII a m U o - - - 30" 60.0 80.0 80.0 80.0 i I w` D FQ 36" 60.0 73.8 80.0 80.0 x � - - � x - - - - _ - - - - x �� dp °EN q° (Q� ����°�.° d6CEtds�°° ° � ®® M tN o 96" _ 42" 60.0 65.8 80.0 80.0 U O ( Z z Z j� Z % w % J i f ® `i 48" 60.0 60.0 80.0 80.0 I ( -� ii No.812 ' a • V N V U OIF °��® drawing no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BEE ° �D�` W1 6_70 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE ASS ®®���°°°°"° �� �a SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. ®/® ONAL �� ®!►sltltl`®�� sheet 3 of g DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF FLANGE FRAMES & FLUSH FRAMES ONLY FLANGE FRAMES & FLUSH FRAMES ONLY FLANGE FRAMES & FLUSH FRAMES ONLY o GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE co WINDOW DIMS. 'AA' & 'AmI 'BB' WINDOW DIMS. 'AA' & 'AAf 'BB' WINDOW DIMS. AA' & 'Aml 'BB' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) L F- to rn z 481° 80.0 105.0 80.0 100.0 36" 80.0 105.0 80.0 100.0 19-1/8" 80.0 105.0 80.0 1OO.d r, Z M N w 54" 80.0 105.0 80.0 100.0 42" - - 80.0 100.0 26-1/2" 80.0 105.0 80.0 100.0 J %' Q 2 N g CL `� j O 60" 48" 80.0 105.0 80.0 100.0 48" 102" - - 80.0 80.0 37" 26" 80.0 105.0 80.0 100.0 / d O N - M U 66" 80.0 105.0 80.0 100.0 54" - - 80.0 80.0 48" 80.0 105.0 80.0 100.0 3 '%!! w N LLJ 72" 80.0 105.0 80.0 100.0 60" - - 80.0 80.0 53-1/8" 80.0 105.0 80.0 100.0 p U. 78" 80.0 105.0 80.0 100.0 30" 80.0 105.0 80.0 80.0 19-1/8" 80.0 105.0 80.0 100.0inh -"--- - > ri 48" 80.0 105.0 80.0 100.0 42" - - 80.0 100.0 26-1/2" 80.0 105.0 80.0 100.0 0 NOTE: 0 m p 54" 71.1 93.3 80.0 88.9 48" 108" - 80.0 80.0 37" 38-3/8" 80.0 105.0 80.0 100.0 m tY WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 60" 54" 71.1 93.3 80.0 88.9 54" - - 80.0 80.0 48" 80.0 105.0 80.0 100.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Q Q w 66" 71.1 93.3 80.0 88.9 60" - - 80.0 80.0 53-1/8" 80.0 105.0 80.0 100.0 m Z J 72" - - 80.0 88.9 30" 80.0 105.0 80.0 80.0 19-1/8" 80.0 105.0 80.0 100.0 Z �' o 78" - - 80.0 88.9 48" 114" - - 80.0 80.0 26-1/2" 80.0 105.0 80.0 100.0 i O M � 0 48" 80.0 105.0 80.0 100.0 54" - - 80.0 80.0 37" 50-5/8" 80.0 105.0 80.0 100.0 W M 54" 71.1 93.3 80.0 88.9 30" 80.0 105.0 80.0 80.0 48" 80.0 105.0 80.0 100.0 60" 64.0 84.0 80.0 80.0 48" 120" - - 80.0 80.0 53-1/8" 75.9 99.6 80.0 94.8 60„ 66" - - 80.0 80.0 54" 1 - - 1 80.0 80.0 19-1/8" 80.0 105.0 80.0 100.0 72" - - 80.0 80.0 30" 126" 80.0 105.0 80.0 80.0 26-1/2" 80.0 105.0 80.0 100.0 J � 7g" - - 80.0 80.0 24" 80.0 105.0 80.0 80.0 37" 58" 80.0 105.0 80.0 100.0 v LO M 00 48" 80.0 105.0 80.0 100.0 42" 132" - - 80.0 80.0 48" 80.0 105.0 80.0 100.0 I C 54" 71.1 93.3 80.0 88.9 48" - - 80.0 80.0 53-1/8" 72.3 94.9 80.0 90.4 to 60" 66" - - 80.0 80.0 24" 138" 80.0 105.0 80.0 80.0 19-1/8" 80.0 105.0 80.0 100.0 66" - - 72.7 72.7 42" - - 80.0 80.0 26-1/2" 80.0 105.0 80.0 100.0 z () x J 72 72.7 72.7 24 144" 80.0 105.0 80.0 80.0 37" 63" 80.0 105.0 80.0 100.0 J W W 78" - - 72.7 72.7 42" - - 80.0 80.0 48" 80.0 105.0 80.0 100.0 Q 48" 80.0 105.0 80.0 100.0 53-1/8" 72.3 94.9 80.0 90.4 0 � 'o 54" - - 80.0 88.9 19-1/8" 80.0 105.0 8d.0 100.0 � c) 601, - - 80.0 80.0 26-1/2" 80.0 105.0 80.0 100.0 72" C) Z J 66" - - 72.7 72.7 37" 76" 80.0 105.0 80.0 100.0 72" - - 66.7 66.7 48" 80.0 105.0 80.0 100.0 NOTE: w - 78" - - 66.7 66.7 53-1/8" - - 80.0 90.4 GLASS CAPACITIES ON THIS SHEET ARE I N Ln Q BASED ON ASTM E1300-09 (3 SEC. GUSTS). w W r7 Ld 48" 80.0 105.0 80.0 100.0 54" - - 80.0 88.9 I 60" - - 80.0 80.0 WINDOW WINDOW 78" WIDTH WIDTH 66" - - 72.7 72.7 I I 72" - - 66.7 66.7 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH o 78" - - 61.5 61.5 _ (�011 65 o42" 80.0 105.0 80.0 100.0 r - - - - � - - - � � 0 0 a 48" - - 80.0 100.0 ( ( J W 54°' - - 80.0 88.9 w I , ( w I w i w %i p O / a�i W84' J / J / 0 0 60" - - 80.0 80.0 / I366" - - 72.7 72.7372" - - 66.7 66.7 L_ - -i L J L c N N 42" 80.0 105.0 80.0 100.0 WINDOW WIDTH O 0 48" - - 80.0 100.0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH ```d 54" 90„ - - 80.0 80.0 °..FQ�7�s®'s® �o 601, - - 80.0 80.0 9,@O�Ng'°,° � ®® 66" - - 72.7 72.7 I I z z I ® F Z ji Z / W / J i. ® N Q 72" - - 66.7 66.7 J J I j ( J % I ii I _® No. I2 80.0 105.0 80.0 100.036" / ' m ' a ai a 42" - - 80.0 100.0 48" 96" - - 80.0 100.0 ®E �® ° �v drawing no. 54" - - 80.0 80.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE RM�°°°' D�e 60" - - 80.0 80.0 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS ® S� °° ��®® W1 6-70 a SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. YL ® � ( ®®®//���R�I�� 66" - - 72.7 72.7 ®�9B6oIp111t� sheet 3.1of 9 LW TYPICAL ANCHORS w w WOOD BUSK SEE ELEV. Y ___ ________ o FOR SPACING m �r-----------------�� I o METAL I MIAMI-DADE COUNTY APPROVED I �O EDGE DIST. o EDGE STRUCTURE I I MULLION & MULLION ANCHORS I I -� 3 ° _ ° c a ° ° 3 DIST. I i SEE SEPARATE APPROVAL i i CO °r- } o EDGE DIST. I i i i 6 `R a m o I I EDGE DIST. I W � I I L ----— 4 ---- ----J O O ` C O J m E1 W W M1 x Q a w W Q � O F LL I En > M II II II �d � M O TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS C) IL d p rl SEE ELEV. SEE ELEV. SEE ELEV. 0 FOR SPACING FOR SPACING FOR SPACING 0 w m O N II II I lu to = O WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' J K 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM W � AND TRANSFER THEM TO THE BUILDING STRUCTURE. 00 TYPICAL ANCHORS: SEE ELEV. FOR SPACING v to jl jl it N /4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) o M li !j i /4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI to i rr INTO 2BY WOOD BUCKS OR WOOD STRUCTURES M 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Z U x THRU 1 BY BUCKS INTO CONC. OR MASONRY J w J 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Q of = o I I 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) o (n (nn 3 W 3: z o DIRECTLY INTO CONCRETE OR MASONRY x O m 3 O I� II 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) jl ji o py it li 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) o /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) w j o INTO MIAMI-DADE COUNTY APPROVED MULLIONS w WLn OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) i (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I- li STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) N m Ij Ij 11 �i II (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I ,n o o v TYPICAL EDGE DISTANCE ° w o ilil li II II Z Z L = _ li 11 li ii II INTO CONCRETE AND MASONRY = 2" MIN. � � aF W INTO WOOD STRUCTURE = 1" MIN. 0 Z G_ W10 o $ II II it INTO METAL STRUCTURE = 3/4" MIN. i� OWOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. rri r r o .- B CONCRETE AT IiI ji IiI jj. E2 III jI- III ii' Irji da HEAD, SILL OR JAMBS fo = 3000 `PSI MIN. � (D E2 o O aoof mnN NNo oC-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. 6 n 0 M 1Ell Ell04 a° ° ° No. 8 2 I ra a °. x I r a Q ° �17 a ° _ ° _ ° EDGE DIST. m ° ° o' 16Y ®� ` �� $ a `� D v , WOOD BUCK ®� ♦p} A ®IS ^��2q� drawing no. s ° TYPICAL ANCHORS 10�;.•° �D ®e® W 16- SEE70 ° ICE ANCHORS EDGE DIST. SEE ELEV. 1" a��r 0��0� �?�>�®� FOR SPACING FOR SPACING ®®®At���`®�`` sheet 4 of 9 In w 0 Iz 1/4" MAX. M 1/4" MAX- N I SHIM SHIMS 1/4" MAX. N c CL V p TYPICAL ANCHORS SHIMS TYPICAL ANCHORS N M v M1 E2 SEE ELEV. > N FOR SPACING d o .. FOR SPACING O N LL ° m o = m r Xl A112- 41 1/4 �/4' '' 0 > Ti cy m 0 0 IL a 1/}_ a � Z J W U.Li Lu o � W W _ 0 EXTERIOR - 1 BY ° ° a_ E1 c WOOD BUCKS ° a00 D.L. OPG. 1BY WOOD BUCKS WINDOW WIDTH p 00 TYPICAL ANCHORS � o SEE ELEV. FOR SPACING J W x 1/4" MAX. _j -j W MIAMI-DADE COUNTY SHIM _ � H cV APPROVED MULLION SEE SEPARATE APPROVAL w 3: 0 `t ,� __ M j ---�j TYPICAL ANCHORS oo Z II II SEE ELEV. Z j j l FOR SPACING w M I I inu Q Q v I I W � � �— II II - I I II II I 1 El wF Li ILi Li x x = �^ X: u' X: i I w I 11 z Z Z ' x x of x METAL N U U W U TYPICAL ANCHORS STRUCTURE (D o o z o SEE ELEV. 70z z o z FOR SPACING WINDOW WIDTH WINDOW WIDTH U) N , N I� N •— p � N N (n to 10 W •� O � O O FQ0 ,®s 1� a m m ®� '• F =•A� drawing no. U L 0 6 20.2 ®®®/°ON A `sheet cj of 1 V N W EDGE DIST. ---------------------- METAL MIAMI-DADE COUNTY APPROVED j (MULLION & MULLION ANCHORS I "� ao 3 es ° EDGE DIST. STRUCTURE I I 11 Z M �. J N - p I SEE SEPARATE APPROVAL I z I 11 � z M N Q o . EDGE DIST. I uj N a o f _ m I I Q C. ki O I ��--------- ---------�J O 9 O U --- W M W uj Q - >c Q C F_ u. _ U V} M ES vsi E5 � E5 L O \ \ cr 0 iY o ALT. 0 6 N N O TYPICAL ANCHORS TYPICAL ANCHORS TYPICALSEE ELEV. ANCHORS t� U SEE ELEV. SEE ELEV. LL w tN - O FOR SPACING FOR SPACING FOR SPACING K Q j Q WLn tW- ro J � v Lf) 00 O D M z D J W lQi J J W Q Q of o C) N to _ 1/4" MAX. X 3 ay ua O W SHIMS M Z ES ALT. �O _Z � -j (DW 4/ TYPICAL ANCHORS I SEE ELEV. w O �- FOR SPACING a W W g F d - G D 1 1/2" Ci Ci Ci z p to D O (n W H H > F n D w w w w Li z z Z d U = = a = U U W U N O O w O a z z o z TYPICAL ANCHORS ° SEE ELEV. FOR SPACING _ B WINDOW WIDTH O 2 N N a d N N .T ai ri > ALT. ¢ a)cn a m U o VxCE ® No. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS a° o = m m M D v D \ D SEE SHEETS 4 & 5 FOR WINDOW DETAILS ® °,e ,•° ,�� v v` v D ®0 E F " ��® drawing no. EDGE DIST. 1 ®®®® ��I�I����®tee Wl 6-70 ///r►ol1"`®�� ` sheet 6 of g V W TYPICAL ANCHORS w 0 ILLUSTRATIVE DTLS. ONLY SEE ELEV. FOR SPACING t° EXT. OR INT. FINISHES NOT BY E.S. WDW. z Z M00 0Z vs � z a TYPICAL ANCHORS: SEE ELEV. FOR SPACING F W M a a 10 WOOD SCREWS (GRADE 2 CRS) Q '� 0 0 M 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d > w a 1-1/2" MIN. PENETRATION INTO WOOD p I_ LL 0 U n h Q W d E6 OFF G HE i 0 dQQ ri ALT. 0 N � O C4 #10 TEKS/SELF DRILLING SCREWS ILL Q w 0 VAT 6 FROM ENDS Z C I AND 12 O.C. MAX. uiLu 171 1/4" MAX. °0 GAP u 00 1/2" MIN. to 0 JU t� LLJ Q ^� _ 0 E6 ALT. o N o W L` z 3 #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS u') Z W AND 12 O.C. MAX. - o w o V) to Q U W r7 L L Li w w w x x x z n L- o to TYPICAL ANCHORS EXTERIOR 7f o "' SEE ELEV.FOR SPACING z z z a a Q a WINDOW WIDTH x x x #10 TEKS/SELF DRILLING SCREWS m " " '' " AT 6 FROM ENDS 70 N z z v z AND 12 O.C. MAX. r N C ^ N E6 � � � � _ d N N N O O O to ALT. 111f1/ a m 0 0 co var- INSTALLATION DETAILS WITH FIN FRAME ADAPTERS e e m \ SEE SHEETS 4 & 5 FOR WINDOW DETAILS N �q drawing no. TmplcE ANCHORS t� �� ®®®�� `�C®s4° ��0�� W 16-70 FOR SPACING ®�® �®` sheet 7 of 9 2.917 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS p E1 ES-EL151 1 FRAME 6063-T6 - .050 E2 ES-EL152 AS REQD. FRAME SCREW COVER 6063-T6 - 3 z co 9I —T E4 ES-EL111 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - F ko M Q 1.562 719 - _ �— E4A ES-EL116 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 W N -.062 E5 ES-EL112 AS REQD. FLUSH FRAME ADAPTER 6063-T6 - IL Q a p E6 ES-EL115 AS REQD. FLUSH FRAME ADAPTER WITH FIN 6063-T6 - w N`" M U 1.187 N E7 ES-EL110 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - W W E1 FRAME E7A ES-EL123 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - U h p Li ei M1 #8 X 1" - FRAME ASSEMBLY FASTENERS ST. STEEL PH SMS cy 0 - M e —� M2 ES-5008A AS REQD. EXTERIOR BULB GASKET SILICONE DUROMETER 60t5 SHORE A a d O `� —277 M2A EL100-G02 AS REQD. EXTERIOR LEAF GASKET SILICONE DUROMETER 60±5 SHORE A tt3 Vi p W M2B ES-H-340-GO5 AS REQD. EXTERIOR WEDGE GASKET SILICONE DUROMETER 65±5 SHORE A Z Z) U. M 1.670—� M3 80-372A 2/ LITE SETTING BLOCK AT 1/4 POINTS (LAM_ GLASS) SILICONE DUROMETER 80±5 SHORE A U.i O r� OMQ M4 EL100-801 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL. LAM. GLASS) SILICONE DUROMETER 80±5 SHORE A W 0) E2 FRAME SCREW COVER M5 #8 X 1" - FLUSH/FIN FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS 2.857 J co .045 .500 � .625 2.780 M Z C) F— x Lli ES FLUSH FRAME ADAPTER Q —I Lij 1.428—�j � N N I LL. m n co M to 1.500 .063 J z LLLJ o I o .500 2� ¢ .625 LJ � J —F U) W r7 045 2.780 ,n z Es FLUSH FRAME ADAPTER WITH FIN w w W x x o0 D o in O w ~ in ~ O O L w CL a a a U w U' N Zi O W O 0 Z U Z Uj r r O ,— N r N N O � (n 10 10 •] O •- O O F Ad to 519 .519 .135 .057 ®®�Q• ®C�td,��`'.Op ®i �i a 050 � � - a 62�5 .050 .974 .62�5 D 974 .625— 062 9�4 .625 .062 974 _ :• ` :3 ®mil • nM® � U L ' Q • I� F `o��� drawing no. �I �.202 F .202 �I f .202 �• •.•�G®R0®P° 0�® 202 °.....-.• ���� W16-70 E7 E7A E4 E4A /11 $NAL ; (sheet of GLAZING BEADS 9 W / O 41, 10 r I J o / L / w w a d Q V4 u) 0a co, uj LL - o � 0g �? WELDED Q W 0) 2 �L-u JOINTS FLUSH FRAME ADAPTER CORNER - co J in v to 00 to O z RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS J J w Q � U- Q n � o zJto � = M W I V) OLF) Q J / W WL. MS ru L L W W W x x x z o > w w w w U U U Z Z J Z U x S a x N O O W O z z U z FIN FRAME ADAPTER CORNER c N N N •- (n •' O � O O ®®�p 0 EiV��` O® ®® to n Q Np® ® tlR9®. N � e% T F drawing no. ZORV ® W16-70 ft���►►�s���� sheet 9 of 9