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HomeMy WebLinkAboutProduct Approvals (3) ��z(6�-� F1 COPY MIAMI•DADE CODE COMPLIAN� CE' NUAMI-DADE COUNTY T. � � ®�e�, 1�18015 SW iCT CONTROLreet, SECTION 08 DEPARTMENT OF REGULATORY AND ECONOMIC RES :( 6 Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 14 T 786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.minmidade t!ov/building Eco Window Systems,LLC 8502 NW 80 Street Medley,FL 33166 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 productor material tested for quality assurance purposes.Ifthis 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"400"Aluminum Window Wall System w/Window Inserts-S.M.I. APPROVAL DOCUMENT: Drawing No. W12-09, titled "Series 400 Alum. Window Wall System (S.M.I.)",sheets 1, 1.1,2 through 7,7.1,8 and 9 of 9 dated 03/02/12,with revision F dated 11/05/20,prepared by Al-Farooq Corporation,signed and sealed by Jalal Farooq,P.E.,bearingthe 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:Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 affectingthe performance of this product. TERMINATION of this NOA will occurafter 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 maybe 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. 18-0503.04 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.20-1119.16 MIAMI-DADE COUNTY Expiration Date: December 20,2022 Approval Date: February 04,2021 1/22/21 Page I Eco Window Systems, 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. 12-0801.03) 2. Drawing No. W12-09, titled "Series 400 Alum. Window Wall System (S.M.I.)", sheets 1, 1.1, 2 through 7, 7.1, 8 and 9 of 9, dated 03/02/12,with revision E dated 04/13/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0503.04) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2) Cyclic Wind Pressure Loadingper FBC,TAS 203-94 3) Safety Performance Test, (class A, Sec. S)per ANSI Z97.1 along with marked-up drawings and installation d iagram of outswing alum. door and alum. window wall system, prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-9872, dated 12/12/17,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. I8-0503.04) 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 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-10-3064R, dated 01/18/11, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 12-0801.03) 3. Test reports on: 1) Small 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 an aluminum window wall system, prepared by Hurricane Engineering & Testing, .Inc., Test Reports No. HETI- 10-3065, HETI-10-3067, HETI-10-3069 and HETI-10-3070, all dated 10/.18/10, all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 12-0801.03) Manuel Perez,P.E. Product Control Exa n r NOA No.20-1 19.1 Expiration Date: December 20, 22 Approval Date: February 04,2021 E— 1 Eco Window Systems, 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 an aluminum window wall system,prepared by Hurricane Engineering &Testing, Inc., Test Reports No. HETI-10-3064, HETI-10-3066 and HETI-10-3068, all dated 10/18/10, all signed and sealed by Candid o F.Font, P.E. (Submitted under NOA No. 12-0801.03) 5. Test reports on: 1) Safety Performance(Drop Load)Test, (class A, Sec. 5) per ANSI Z97..1-1984 and CPSC 16 CFR,CH II,Part 1201. along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-10-3096, dated 10/18/10,signed and sealed by Candido F.Font, P.E. (Submitted under NOA No. 12-0801.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61n Edition (2017), dated 08/01/17 and 03/01/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No. 18-0503.04) 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. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/18/18, expiring on 07/08/19. Manuel Per�t) Product Control Ex NOA No. 20-1 Expiration Date: December 20 Approval Date: February 04,2021 E-2 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAAIs(CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017)and of no financial interest, dated March 15, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0503.04) 2. Proposal No. 17-0579 issued by the Product Control Section, dated 07/18/17,signed by Manuel Perez, P.E. (Submitted under NOA No. 18-0503.04) 3. Laboratory compliance letters for Test Reports No.:HETI-10-3065, HETI-10-3067, HETI-10-3069, HETI-10-3070,HETI-10-3064, HETI-10-3066, BETI-10-3068 and HETI-10-3064R, all issued by Hurricane Engineering &Testing, Inc.,all dated 10/18/10 and 01/18/1 1, all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 12-0801.03) 4. Proposal No. 10-0233R issued by Product Control Section, dated 07/12/10, signed by Manuel Perez, P.E. (Submitted under NOA No. 12-0801.03) G. OTHERS 1. Notice of Acceptance No. 17-0329.02, issued to Eco Window Systems, LLC for their Series "400" Aluminum Window Wall System w/Window Inserts— S.M.I. approved on l 0/19/17 and expiring on 12/20/22. Manuel Perez,P.E. Product Control Ex a in�r NOA No.20-1 19 I Expiration Date: Dece 2 1, U22 mber Approval Date: February 04,2021 E-3 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W12-09, titled "Series 400 Alum. Window Wall System (S.M.I.)", sheets 1, 1.1, 2 through 7, 7.1, 8 and 9 of 9, dated 03/02/12, with revision F dated 11/05/20, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 08/01/17 and 03/01/18 and further updated on 11/12/20 to comply with FBC 7t1 Edition (2020), prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTME1300-09 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. F. STATEMENTS 1. Statement letterof confonnance,complyingwith FBC 61h Edition (2017),with FBC 7th Edition (2020)and of no financial interest,dated November 1.2,2020,issued by AI-Farooq Corporation,signed and sealed by Jalal Farooq,P.E. G. OTHERS 1. Notice of Acceptance No. 18-0503.04, issued to Eco Window Systems, LLC for their Series "400"Aluminum Window Wall System w/Window Inserts—S.M.I.approved on 08/23/18 and expiring on 12/20/22. Manuel PCez, P. Product Control Exa 'mer NOA No.20-1 19.1 Expiration Date: December 20, 2 Approval Date: February 04,2021 E-4 REINFORCING AS READ. WINDOW WALL SYSTEM WITH WINDOW INSERT o rn SEE SHEETS 3 &4 SEE SEPARATE NOA FOR WINDOW CAPACITY �� w mw q FOR CAPACITY F LOWER RATING OF WINDOW OR A o �� WINDOW WALL SYSTEM WILL CONTROL. 6 a T. q pc j lzoo`m I ry D.L. PG.WIDTH a w fY SE SHEET 2 II H SEE SHEET 2 LL II 6 li D 0 tWIn I 5 r 7 / LT.----=______=�.-,r=JJ 7 C O lR 7 D E j F--------=---===11 0 C 2K27- o Ir Z C p x m _ Al 2 °y V N II II x ON Q pjN�O z n 1�1 z ^ _ j p G II Z ro o� ILzpomg r ON o o4i w jl 6 li 3 = aW'''QJ rw� 3 w a e��= a rn f 6m=m= - 2 N Z N Z m // // // N J n � � m mLu �d t~n 6 w W G D S 0,0 n 6 6 3 r� R. _ = O�� %I 4"MAX. 4' MAX. - I�� HEAD SILL HEAD SILL i �� �MAX.MULLION SPACING _ 4'MAX, i g 3 Z� n CORNERS CORNERS j I SEE SHEETS 3&4 HEAD/SILL j _ p N J�- I O ANCHORS TYPE A, B OR C 1 L ANCHORS TYPE A. B OR C CORNERS ANCHORS TYPE A. B OR C_ 2,3 OR 4 AT EACH JAMB-- W m 2,3 OR 4 AT EACH JAMB--' \_-AT EACH SIDE OF MULLION SEE SHEET 5 0 SEE SHEET 5 SEE SHEET 5 TYPICAL ELEVATION SERIES 400 ALUMINUM WINDOW WALL SYSTEM co Q~ o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSTRUCTIONS: PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. - " REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA USE CHARTS AS FOLLOWS.. n go 6$ BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT. 01 a a STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE ON WIND VELOCITY, BLDG. HEIGHT,WIND ZONE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS. USING APPLICABLE ASCE 7 STANDARD. FOR INSTALLATIONS UP TO 30 FT. OF GRADE. TO THE BUILDING STRUCTURE. SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. ANCHORS SHALL B CHECK GLASS CAPACITY TABLE ON SHEET 2 FOR E CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS STEP 2 GLASS TYPE,GLASS DIMENSIONS(WIDTH&HEIGHT) PRODUCT REVISED m ` - AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE AND PRESSURE CAPACITY.. SMALL MISSILE IMPACT THE CAPACITY SHOULD EXCEED THE DESIGN LOAD ' MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. as complying with the Florida u e W . Building Code 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, STEP CHECK WINDOW WALL SYSTEM CAPACITY FOR DESIRED NOA-No. 20-1119.16 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ' HEIGHT AND MULLION SPACING USING CHARTS ON Iratlon Date: 2/20/2022 �� �8: •••' �T,'/i i ,i MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT SHEETS 3&4. 5f �— `��� •�GENyF••'• % o - COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS.SHALL MEET.THE THE CAPACITY SHOULD EXCEED THE DESIGN LOAD- By: S REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE&ADOPTED STANDARDS. STEP 4 USING CHARTS ON SHEET 5 SELECT ANCHOR Mlmn&ade ProducCC9 trol No. 3 _ ., a THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD Nov,1 t a 3 a r FOR A SITE SPECIFIC PROJECT,.i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY SPECIFIED IN STEP i ABOVE- Q gog0 S [ �.0 - •(Q�� O OF STRUCTURE RECEIVING THIS.PRODUCT AND SEALING AROUND.OPENING FOR STEP 5 VERIFY UNANCHORED JAMBS, IF USED AS PER SHEETS O •(y'`� drawing no. WATER INFILTRATION RESISTANCE ETC.. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 3. 4 AND 7. �� p•• OR�D�•'cy��� W 12-0flu AND TO BE REVIEWED BY BUILDING OFFICIAL STEP6 THE LOWEST VALUE RESULTING FROM STEPS 2,3 '/i /QNAAL V�� DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS.DESIGN'(ASD)". AND 4-SHALL APPLY TO ENTIRE SYSTEM.. //ff/ll ill\\\\ sheet T of FRAME/MULUON HEIGHT SEE SHEETS 3&-4 .............. o , z�� 10'MAX. 6'MAX. JAMB a F, JAMBS --- y CORNERS SECURED JAMB ( REINF, NOT REDD.) vv N Z Ni O A. O S a ��^; FRAME/MUUJON HEIGHT w-Ai m\� SEE SHEETS 3& 4 N _ w map wF• vo Vu �--t V,mn i 11 UNSECURED JAMB i - m• D.L. OPG. HEIGHT r1 0 SEE SHEET 2 2 m m-Anon I/ 11 / \II fA�A2 I 0C0C 2=pN 1 I I 0Soq Zvq N Im•1 � � I 1 / 1 1" / 1 O D \\ / u C m m; \ O =C Co A m C \\\\♦ a m \��\ z v z ♦ l \ \ w9 R•� A Z O. Im LL OZ 2p0 vm E m m Zmg-a m ° ov .'0 3 T+,• duc a o omgC $ m a5i •.\\\\ y n 0 s m O O 31111�� NI ri G s G U! e j mm W (O o s MD c-� 0 O �y43-!3 IF ............. m a date, os-oz-Iz revisions: SERIES 400 ALUM WINDOW WALL SYSTEM (S.M.L) AL-FAROOQ CORPORATION a � c PF W2. ascn IonECO WINDOW SYSTEMS, LLC. ENGINEERS&PRODUCT DEVELOPMENT 9360 SUNSET DRIVE.SUITE 22000RNER ULUJON ADDED 8502 N.W. 80th STREET MIAMI,FLORIDA 33173 (C.A.N.3538) urwrm TO 2020 rsc MEDLEY, FL. 33166 7EL(305)26"UM FAX(305)2626976 C' (O ° FEE TEL(305)885-5299 FAX(305)885-5902 STORE\W12-09EC0 GLASS LOAD CAPACITY-PSF w w GLASS TYPES io D.L.O_WIDTH D. C.L .WIDTH NOMINAL.DIMS. 'G1S' & 'GISI' 1q` 3 1/2" D.L.O..WIDTH O.L.O.HECHT EXT.(+) INT.(-) N Z k h. 26-1/2 90.0 130.0 32-1/2' 90.0 130.0 !E Q a 38-1/2' 90.0 130.0 : _,�; 0, 73-3/4` 44-1/2 90.0 130.0 6 _0. {Wu 50-1/2' 90.0 1.30.0 C C c 56-1/2' 90.0- 130.0 m 26-1/2" 90.0 130.0 C O pmj c 32-1/2." 90.0 130.0 4 = Q a G G .� 38-1/2' 90.0 130.0 Im .F 0' ra¢ B4-3/4' �.C Z 44-1/27 90.0. 130.0 �` 6 W O zU) N . 50-1/2 90.0 130.0 1L M ci 58-T/2" 90.0 130.0 .J O to<.I 26-1/2` 90.0 130.0 I Q w Vol S 32-1/2" 90.0 - 130.0 38-1/2' 90.0 130.01 90-3/4` ---999111 SILICONEm 44-1/2` 90.0 130.0 DOWSIL 995 50' 90.0 1.30-.0 _ SILICONE 1/4'HEAT STREN'D GLASS m 50-1/Y 90.0 130.0 DOWSIL 995 .060`Interlayer . N 56-t/2.` 90.0 130.0 DOWSIL 791 Trosifol PVB 26-1 2' 90.0 130.0 1/4'HEAT STREN'D GLASS By kuraray America.Inc.' 32-1/2' 90.0 130.0 060'Interlayer 1/4'HEAT STREN'D GLASS (}/I tz 38-1 2' 90.0 130.0 p Trosifol PVI3 c N�j p �2' 96-3/4' 90.0 130.0 Lj By kuraray America. Inc.' 3/8'AIR SPACE 44-1 47' 90.0 130.0 p 1/4"HEAT STREN'D GLASS / 0 LN] m i 4`TEMP. GLASS 0 _ 00 50-1/2" 90.0 130.0 ¢ o Z i• 26-1/2' 90.0 130.0 32-1/2" 90.0 130.0 a:. 0 N�3 38-1/2' 90.0 130.0 w '� IR U��. 102-3/4" _. '° II ! 7 'a II i ! 7 h W aO� r- 44' 90.0 130.0 o i 10 j O 44-1/2" 90.0 130.0 O of 10 1 49' 90.0 - 130.0 ii i 26-1/2" 90.0- 130.0 p, 32-t1V 90.0 130.0 - c w io z a w CARDINAL XL 38-1/2' 90.0 130.0 W. - 108-3/4' w 9 9 EDGE SPACER o 6 $ 41' 90.0 130.0 ST. STEEL 0 44-1/2" 90.0 130.0 m GLASS TYPE GIS GLASS TYPE GIS1 4T 90.0, 130.0 26-1/2' A 0. GLAZING OPTIONS 32-1/2' ~ 38-1/27 114-3/4' 0 PRODUCT REVISED c m as complying with the Florida o o n o 39' w Building Code 44-1/2' NOA-No. 20-1119.16 °c u o Exqlratlon Date• 212012022 11111I1Ir o MiamL&ads Produ4IC trot ���� 'VOEPISF''•. �i" o.. e No.81223 $ T NDV 10 ST �� j d�awinq no.. NOTE:GLASS FCOR1oP•.' W1:2,_09 BASED ON ASiTMSEO 40 H09; (3 SEC.RG.U&Tff). '' /;,ky��11���``` sheet 2 of,g JAMB &MULLION LOAD CAPACITY- PSF p JAMBS&MUUJONS WOHDUT INTERMEDIATE.HORIZONTALS p JAMB'Jl' JAMB'J2' JAMB 72' �E to 1A N NOMINAL DIMS. MULL'Ml' MULL'M2' MULL'M0` MULL'MC' w Sq Sq O y mr 3 2 W q n WIDTH(w) FRAME HEIGHT El(T:(+)TNT.(-)EXT.(+)TNT.(-)EM(+)TNT.(-)EXT.(+)INT.(-) 30' 90.0 130.0_ 90.0 130.0 90.0 130.0 1,90.0 1 120.0 CL Q CL x n n 36 90.0 130.0 90.0 130.0 -90.0 130.0 90.0 1 120.0 REINFORCING REOD.AT O 42' 90.0 130.0 90.0 130.0 90.0 130.0 90.0 120.0 UNSECURED JAMBS ONLY 0 N 84' SEE CHART FOR CAPACITY 1. 90.0 125.5 90.0 130.0 90.0 130.0 90.0 120.0 {yT 54' 90.0 115.3 90.0 130.0 1 90.0 130.0 90.0 1 120.0 6 0 b F 60' 90.0 107.9 90.0 130.0 90.0 130.0 90.0 120.0 30' 90.0 130.0 90.0 130.0 90.0 130.0 90.0 120.0 36' 90.0 130.0 90.0 130.0' 90.0 130.0 90.0 120.0 0¢¢Q N u 5A 1 SA 1 0���� '. 42' BD' 90.0 119.2 90.0 130:0 90.0 j 130.0 90.0 120.0 x ar.¢Z O a 48' 90.0 106.9 90.0 130.0 90.0 130.0 90.0. 120.0 ZOO ni;p. WIP 54' 90.0 97.7 90.0 130.0 90.0 130.0 90.0 120.0 IL 2 w 60' 90.0 90.9 90.0 130.0 90.0 130.0, 90.0 120.0 J t7 m C J Q W 01 F 30' 90.0 130.0 90.0 130.0 90.0 130.0 90.0 1 120.0 36' 90.0 118.2 90.0 130.0 90.0 130.0 90.0 120.0 I� 1111 w2 w3 -I UNSECURED JAMB'11' UNSECURED JAMB'J2' O 4Z' 96- 90.0 103.1 90.0 130.0 90.0 130.0 90.0 -120.0 IL IN•'4 SL IN•'3 II IN"4 SL M"J 48' �71,1 0.0 92.1 90.0 130.0 90.0 130.0 90.0 120.0 WIDTH (W) - WI 6.5984 2.5580 10J054 4,1502 ..I N 54- 3.9 83.9 90.0 129.2 90.0 130.0 90.0 120.0 AT FRAME JAMB ui m WIDTH (W) W2 + W3 60' 77.7 90.0 L19.6- 90.0 130.0 90.0 120.0 2 n 30' 90.0 122.6 90.0 130.0 90.0 130.0 90.0 120.0 AT FRAME MULLION W 36' 90.0 103.4 90.0 130.0 90.0 130.0 90.0 120.0 6 6 W a 42' 90.0 90.1 90.0 130.0 90.0 130.0 90.0 120.0 6A 3� 4 48' 102' 80.2 80.2 90.0 123.3 90.G 130.0 90.0 120.0 to 54- 72.9 72.9 90.0 111.9 90.0 130.0 90.0 -120.0 z 1A ---- ?A 1A 2A IA 2A 56' 70.8 70.8 90.0 108.8 90.0 130.0 90-0 120Z L3 CO 30- r90...00 105.3 90.0 130.0 90.0 130.0 90.0 120.0 ❑ 36' 91.3 90.0 130.0 90.0 130.0 90.0 120.0 42' 108' 79.3 90.0 121.7 90.0 '130.0 90.0 120.0 o6 11NNo48' 70.5 90.0 108.2 90.0 130.0 90Z 120.053' 64.8 90.0 99.5 90.0 125.3 90.0 120.0 6 6q'MC1' W 30' 90.0 96.4 90.0 130.0 90.0 130.0 90.0 120.0 6A 36" 81.1 - 81.1 90.0 124.2 90.0 130.0 90.0 120.0 42' 114' 70,4 70.4P815.1 107.7 90:0 130.0 90.0 120.0 1 ---- 2 1 2. 1 2 1. 62.4 62.4 95.6 90.0' 1121.4 90.0 120.0 4 50' 60.3 60.3 92.3 90.0 117.2 90.0 120.0 m o z 30' 82.4 52.4 130.0 90.0 130.0 90.0 120.0 m o 3 0 i 36' 120' 69.5 69.5 110.9 90.0 130.0 90.0 120.El <g 3 42' 60.3 80.3 96.0 90.0 122.9 90.0 120.0 dia 48' 53.6 53.6 85.1 90.0 108.9 40.0 1T0.0 MULLION'MI' MULLION'JCL' MULLION'M3' IX IN 4 6.7306 2.6093', 10.8376 4a2014 ALUMINUM 0.8376 4 2014 2.5914 SS.00SJ 1101' �_r_m_ STEEL 2.000 1.0000 tiOiiuAM a d sr<x t.e 16.6376 c U Q o- `{{{{{11111111 o PRODUCT REVISED c No. 23 as complying with the Florida = Building Code NOA-No. 20-1119.16 V KFJLY --0 F1TPIrellon Data- 2/20/2022 ��0•' STA O •6(l: drawing no. By ''iQ :;�`•'• atoR{ot;.�'Co��� W12-09 MI.&.de Prod.grCo trol ``` sheet 3 OI 9 JAMB k MULLION LOAD CAPACITY - PSF INTERMEOW 0TE 6 {�u w JAMBS k MUUIONS WITH INTEMEORTE HORQONTALS HORIZONTALS o JAMB'JI' JAMB'J2' JAMB 'J2' 1A to NOMINAL DIMS. MULL'Ml' MULL'M2' MUIL'M9' MULL'MC' SA 5A Z q n 3 m WIDTH(W) FRAME HEIGHT EXT.(+)INT(-)EXT.(+)INT.(-)EXT.(+)INT.(-)EXr.(+)INT.(-) = 0 h o 30, 90.0 130.0 90.0 130.0 90.0 130.0 90.0 120.0 36` 90.0 130.0 90.0 130.0 90.0 130.0 90.0 120.0 Q a 5 e N w REINFORCING RE00..AT 0 d p w 4Y 90.0 128.1 90.0 130.0 90.0 130.0 90.0 120.0 UNSECURED-JAMBS ONLY eV g4• � SEE CHART FOR CAPACITY d 48' 90.0 112.T 90.0 130.0 90.0 130.0 90.0 120.0 0. IICuu 54' 90.0 99.6 90.0 130.0 90.0 130.0 90.0 120.0 6 0 t N n 60' 89.7 89.7 90.0 130.0 90.0 130.0 90.0 120.0 0 p LIJ d 30' 90.0 130.0 90.0 130.0 90.0 130.0 90.0 120.0 Wt HTEZONDALS LATE a 1r CM M g 36' 90.0 129.3 90.0 130.0 90.0 130.0 90.0 120.0 5A 1 SA 1 0 A.O Q H 0�t¢ d 42' 90, 90.0 110.8 90.0 130.0 90.0 130.0 90.0 120.0 Z p N 1. 90.0 97.0 90.0 130.0 90.0 130.0 90.0 120.0 Q N LL o 54' 86.2 86.2 90.0 130.0 90.0 130.0 90.0 120.0 LL Z O 60' 77.6 77.6 90.0 119.6 90.0 130.0 90.0 120.0 30' 90.0 130.0 90.0 130.0 90.0 130.0 90.0 120.0 PP Q w m e ]fi' 90.0 112.8 90.0 130.0 90.0 130.0 90.0 120.0 UNSECURED IAMB'll' UNSECURED JAMB'J2' O N 42' 96, 90.0 96.7 90.0 130.0 90.0 130.0 90.0 120.0 rn IZ IN�4 Sz IN"3 Iz IN�4 SI IN"7 48' 84.6 84.6 90.0 130.0 90.0 130.0 90.0 120.0 I I I I 6.5984 25580 10.7054 4.1502 J ,� J 54" 75.2 752 90.0 115.8 90.0 130.0 90.0 120.0 W1 W2 W3 m 60' 11 67.7 90.0 104.2 90.0 129A 90.0 120.0 30' 90.0 119.2 90.0 130.0 90.0 130.0 90.0 120.0 WIDTH (W) - W1 W 3 36' 90.0 99.3 90.0 130.0 90.0 130.0 90.0 120.0 AT FRAME JAMB 6 6 �rf 42' 102' 85.1 85.1 90.0 130.0 90.0 130.0 90.0 120.0 ( v W2 + W3 fiA Q N WIDTH W 48• 74.5 74.5 90.0 114.4 90.0 130.0 90.0 120.0 AT FRAME MULLION 2 54' 66.2 662 90.0 101.7 90.0 127.1 90.0 120.0 z 1A ---- 7A 1A 2A lA 2A 56' 63.8 63.B 90.0 98.1 90.0 122.5 90.0 120.0 m I 30' 90.0 105.6 90.0 130.0 90.0 130.0 90.0 120.0 O J m O Z 3 lL m 36' BB.O 88.0 90.0 130.0 90.0 130.0 90.0 120.0 42' 108. 75A 75.4 90.0 115.7 90.0 130.0 90.0 120.0 3 C4 m g 11 w Q NJ n 48' 66.0 66.0 90.0 1012 90.0 127.5 90.0 120.0 w (.)MCj OW w 537 59.8 59.8 90.0 91.7 90.0 115.5 90.0 120.0 6 6 In W a0 1. 90.0 94.0 90.0 130.0 90.0 130.0 90.0 120.0 fiA O 36" 78.3 78.3 90.0 120.2 90.0 130.0 90.0 120.0 42' 114' 67.1 67.1 90.0 103.0 90,0 130.0 90.0 120.0 1 ---- 2 1 2 1 2 2 48' 58.7 58.7 90.0 90.1 90.0 114.4 90.0 120.0 50• 56.4 56.4 86.5 86.5 20.0 109.8 90.0 120.0 - N 30' 80.6 80.6 90.0 129.1 90.0 130.0 90.0 120.0 c€o o 3 E _N F 36' 120• 67.1 67.1 90.0 107.6 90.0 130.0 90.0 120.0 u 9E S 42' 57.5 57.5 90.0 92.2 90.0 118.0 90.0 120.0 diu 48' 50.4 50.4 80.7 80.7 90.0 103.3 90.0 120.0 MuIJ1ON'MI' MULLION'M2' MULLION'MS' 2 MULLION'MC' 6.7306 2z6093 O.B376 4 204 ALUMINUM 0.8376 442014 12.5914 5.0053 in m^m STEEL 2.000 1.0000 0 o q a TOTAL ,6.6376 E o h AIUM+I.SiL x 2.8 O-o C . ��.•%,10EN.4F••' i g i PRODUCT REVISED 2 n a , as complying3 with the Florida ,��V, O 2020 _ No. _ 8 t Building Code L _ a NOA-No. 20-1119.16 Ex (ration Date• 2/20/2022 3i OF r(y drawing no. y: Cap, IW1 2-09 Mlam rDade ProtlucCCo`trot ////,fit���1� �` sheet 4 of 9 ANCHOR LOAD CAPACITY - PSF ANCHOR LOAD CAPACITY - PSF INTERMEDIATE rolic EXT.(+)&.INT.(-) Exr.(+) 14 PIT.(-) HORIZONTALS'OPTIONAL NOMINAL DIMS. ANCHORS TYPE'A' ANCHORS TYPE'H'&.'C' NOMINAL DID1S. ANCHORS TYPE'A' ANCHORS TYPE'B &'C• FlxED LITESWIDTH (W) FRAME HEIGHT .A2 A3 A4 B2/C2B3/C3 B4/C4 WIDTH (W) FRAME:HEIGHT A2 A3 A4 B2/C2 B3/C3 B4/C4 m30' 130.0 130.0 130,0 130.0 130.0 130.0 30" 90.6 130.0 130.0 115.9 130.0 130.036' 119.6 130.0 130.0 130.0 130.0 130.0 36' t14' 75.5 113.3 130.0 96.6 130.0 130.042" 102.5 130.0 130.0 130,0 130.0 t30,O 4V 64.7 97A 129.4 82.8 124.2 130.0 = =45' 72, 89.7 130.0 130,0 114.7- 130.0 130.0 48' 56.6 84.9 113.3 72.4 108.6 130.0 Mw.* v,.fa u% 1 n W 53' 81.2 121.8 130.0 103.8 130.0 130,0 30" 86A 129-1 130.0 110.1 130.0 130.0 IL WW 54' 79.7 119.6 1J0.0 101.9 130:0 130,0 36' 71.7 101.6 1J0.0 91.7 130.0 130.0 Q:O C W cq 56' 76.9 115.3 130.0 98.3 130.0 130,0, 42' 120' 6 S 92.2 123.0 78.6 117.9 130.0 W 60' 71.7 107.6 130.0 91.7 130.0 130:0 48' 53.8 80.7 107.6 1 68.B 103.2 130.0 W1 W1 W2 W3 cy¢ m g 30' 130.0 130.0 130.0 130.0 130.0 - 130.0 0 IL O 36" 110,4 130,0 1304 130.0 130.0 130.0 WIDTH (W) WI 0 42' 94.6 130.0 130.0 121.0 130,0 130.0. AT FRAME.JAMB O Q SZ tr 48' 78' 82.8 124.2 130.0 105.8 130.0 130.0 WIDTH (W) = W2 +W3 LL_Z G-R'1 b 53' 75.0 112.4 130.0 95.9 130.0 130.0 2 J t7 m J AT FRAME MULLION Q m r 54' 73.6 110.4 130.0 94.1 130.0 130.0 56' 70.9 106.4 130.0 90,7 130.0 130.0 0 Go' 66.2 99.3 130.0 84.7 127.0 130.0 � o 30" 123.0 130.0 130.0 130.0 130.0 130.0 36' 102.5• 130.0 130.0 130.0 130.0. 130.0 42" 87.8 130.0 1300 112.3 130.0 130.0 48" 76.9 1152 130.0 98,3 130.0 130.0 ,=n•,' _ 53" 84• 69.6 104.4 130.0 89.0 130.0 130.0 W a� 54' 68.3 102.5 130.0 87.4 130.0 130.0 }}w 56' 65.9 98.8 t30.0 84.2 126.4 130.Q o U1 60' 61.5 92.2 123A 78.6 117.9 130.0 z 30' .114.8 t30.0 130.0 130.0 130.0 130.0 - = 0;5 n 36' 95.6 130.0 130.0 122.3 130.0 t30.O c 0 00 42' 71.7 107.6 130.0 91.7 130.0 130.0 III III III > �• 90' 71.7 107.fi IJ0.0 91.7 130.0 130.0 ILIL�I- IL I ICI ILLLI�--L L3 0 N W .9Ni 53' 65.0 97,4 129,9 83A 124.6 130.0 I 3, 3- I I IIi.jP 3• U p O 54' 63.8 95.6 127.5 81.5 122.3 130.0 F1 ('� L - 3- M W co- 55' 61.5 92.2 123.0 78.6 117.9 130.0 t¢ '1� 3• ----------- Go- 57.4 86.1 114.8- 73.4 110.1 130.0 4" - 30' 107.6 130.0 130.0 130.0 130.0 130.0 36' 89.7 130.0 130.0 114.7 130.0 130.0 `�W 42' 76.9 115.3 130.0 98.3 130.0 130.0IL I 96' 67.3 100.9 130.0 86.0 129.0 130.0 o H 12 53' 60.9 91,4 121.8 77.9 116.11 130.0 ``� H W H 54' 59.8 89.7 119.6 76,4 114.7 130.0 1 .n- 6' I 'e i- 56" 57.6 86.5 115.3 73.7 110.6 130.0 L3- 3' 0. S3.B 80.7 107.6 68.8 103.2 t30.0 3° 3" NOTE: USE SEAR CLIP UW-403 AT 30' 101.3 130.0 130.0 129.5 130.0 130.0 ANCHOR LOCATIONS OF SUFFICIENT LENGTH. m 36" 84.4 126.6 130.01 107.9 1 130:0 11 130.0 A2, B2. C2. A3.B3, C3 Al TO COVER ALL ANCHOR SPACINGS o 0 0 = 4Y 72.3 108.5 130.0 92.5 ! 130.0 130.0 PRODUCT REVISED 9 N $a 48' 102' 63.3 94.9 126.6 80.9 121'.4. 130.0 as complying with tho Florida Building Codo O 53' 57.3 86.0 114.6 73.3 1100 130.0 ANCHORS TYPES:SEE SHEET 6 FOR DESCRIPTION NOA-No. 20-1119.16 `�1111�I i�III74��7 N o 54- 56.3 84A 112.5 71.9 107.9 130.0 A2= (2) ANCHORS TYPE'A'AT EACH SIDE OF JAMB AND MULLION (ration Date• 2/20/2022 56' 54.3 81.4 108.5 69.4 104_1 130Q. B2-(2)ANCHORS TYPE 'B'AT EACH SIDE.OF JAMB AND-MULLION 30' 95.6 130.0 130.0 1221 130.0 13Q130.0, ��•' VOA '•. C2 (2) ANCHORS TYPE'C'AT EACH SIDE OF JAMB AND MULLION BY: No.81223 I$ / - o 36' 79.7 119.6 ! 130.D 101 9 t30.0 1.30.0 A3 =-(3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION Miam)-,Dada ProduytG trol ;* - y 42' 108' 68.3. 102.5 1J0.0. 874 130.0 130.0. B3 (3)ANCHORS TYPE B MULLION EACH SIDE OF JAMB.AND MUON a�pP1�V 1 1 48' S9.8 89.7 119.E 76.4 114.7 130.0 C3 3 ANCHORS TYPE C'AT EACH.SIDE OF JAMB AND:MULLION J9 V O 53' 54A 81.2 108.3 69.2. t03.fl 130:0. A4 =(4) ANCHORS TYPE.'A'AT EACH SIDE OF JAMB AND MULLION OF ,•�k/� drawing no. 4 •lOR1DP.• \�� W 12-09 ii�7S®dV�9b-�YY� sheet 5 of 9 I IDY TYPICAL ANCHORS SEE ELEV. SEE ELEV.TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY 'ECO WINDOWS' �v w Y WOOD BUCKS FOR SPACING 'm U FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o EDGE GIST. o m AND TRANSFER THEM TO THE BUILDING STRUCTURE. ••' TYPICAL ANCHORS: SEE ELEV.FOR SPACING n y+ 3 0 0 x^= I-W TYPE •A• �a �� `� 1/4" DIA. ULTRACON+ BY 'DEWALT' (F-164 KSI. Fy=148 KSI) 0 o N�- w INTO 2BY WOOD BUCKS OR WOOD STRUCTURES CL µI O I 5B a O I 58 c� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Cc O C w A rn I THRU•1BY BUCKS INTO CONC. OR BLOCKS V j W M, gl ALTERNATE N 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) O Z m o 11-1/4- MIN. EMBED INTO BLOCKS (JAMBS) 6 a G p DIRECTLY INTO CONCRETE OR BLOCKS O'� ¢ i 4 !II 1-5/8" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Q'¢z s N i 3 i' i 3 11-3/4- MIN. EMBED INTO FILLED BLOCKS(JAMBS) Q w N LL c LL_z m_ ANCHOR EDGE DISTAN- .J D MW Q .1 ! r INTO CONCRETE AND MASONRY - 2-1/2" MIN. Q m f ti V R I IN70 WOOD STRUCTURE = 1" MIN. O o o L— — — ,5/16' DIA. ULTRACON BY 'DEWALT' (F-177 KSI,Fy=155 KSI) `� J INTO WOOD STRUCTURES I i ili 1-7/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 0 Ld i I THRU 1BY OR 2BY BUCKS INTO CONC, OR BLOCKS FW- i ' 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 V)w w 1 1A I 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) V' o Nwto DIRECTLY INTO CONCRETE OR BLOCKS z _ OB �E 0 © I 1-5/8" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 30 oM n a W a ALTERNATE 1-3/4" MIN. EMBED INTO FILLED BLOCKS(JAMBS) 00 J w EW+ E. I ANCHOR EDGE DISTANCES P 3 3 u- m k - k INTO CONCRETE AND MASONRY = 3-1/8" MIN. Z n 2 W i I y, I INTO WOOD STRUCTURE - 1-1/4" MIN. — — — — w U p0 — — — — — — — — !� W mM i i� i i rTYPE C o 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO.MIAMI-OADE COUNTY APPROVED MULLIONS l OR � W� i ii I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) B o (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 8-n o a o o ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o c o d i i I STEEL: 1/B" THK. MIN. (Fy - 36 KSI MIN.) 33 i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) u k V i ii I ANCHOR EDGE DISTANCES o g ! ! ! L INTO METAL STRUCTURE = 1/2" MIN. I I 4 I I N WOOD AT HEAD, SILL OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'e m 3000 PSI MIN. o u o 8- f 1A w C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm - 2000 PSIvz MIN. c '`w PRODUCT REVISED c as complying with the Florida q qU, No - Building Code l.11p, L�L �q. + ,1 \ NOA-No. ALTERNATE ti Q L 20-1119.16 vV ® drawingo no. = Ez Iration Date: 2/2 012 0 22 TYPICAL ANCHORS ° . By: RORiDf`r L•. TYPICAL ANCHORS. METAL SEE ELEV: �i(��'•..... \\ W 1 2—Q9 EDGE DIST. FSEE ELEV.OR SPACING STRUCTURE FOR SPACING Rllam�Dado ProdugYCgntrol 'EDGE.DIST. lllillll #B X 3/4-SELF DRILLING SCREWS v O UTAM ED MULUON REINFORCING AT 7-3/4-FROM SEE SHEETAS S 3&4 O AND 20-7/B'D.0 ENDS SECURED SA TYPICAL ANCHORS 5 DO jq�BRED S m� I REOD.AT REINF.JAMB&MULLION FOR CAPACITY SEE ELEV.. 3. FOR SPACING Z q n3. WOOD BUCK 2 ,r OIL o it 3 .r 3 �f T T 4" - - Ow(0�0�� Y I jl C r 11 IL m � Q a'o o g J J L- J • W r .. 1 BY � Q W m I,i If! EXTERIOR WOOD BUCK 1/4'MAX. 1/4'MAX. IL 2 -m D.L. OPC. t 1. SHIM.SPACE SHIM.SPACE J ZOZ ¢ J JAMB REINFORCING D.L. OPC. _ Q W 0�E AS REOD. EXTERIOR FINISHES O SEE SHEETS 3&4 w FOR CAPACITY NOT BY MIN&MAX. ECO WINDOW SYS. MIN &MAX.. SILICONE mi U GAP FRAME WIDTH GAP DOWSIL 790 SEE CHART SEE CHART DEPTH=1/4'MIN. BELOW BELOW ���nn 00 �n UNSv MULLION REINFORCING SECURED W O JAM AS AS REDO. EO 5A FULL LENGTH FOR OAL�= 3 4 SA SEE SHEETS 3&.4 ALTERNATE UNANCHORED JAMBS (11 W ALTERNATE FOR CAPACITY 30 1BY y� TYPICAL ANCHORS z. _ W000 BUCK r SEE ELEV. 3, >y- H FOR.SPACING O o"1 it ' L Z 3L O o0UMETALSTRUCTURESSECURED JAMBS REINF.NOTREOD. D.L. OPG.. to EXTERIOR SHIM SPACE o € to O.L. OPG. yLI o w o JAMB REINFORCING SILICONE 33 33 AS EXTERIOR REDD. FINISHES DOWSIL 790 3 u 3 - S SEE SHEETS�3&4 NOT BY DEPTH: 1/4-MIN; u i a z FOR CAPACITY ECO WINDOW SYS. MIN & MAX. MIN&MAX, GAF FRAME WIDTH GAP SEE CHART SEE CHART .. w BELOW BELOW c u �•FRAME GAPS FOR UNANCHORED JAMBS B o HEIGHT 1 .� n$$C UPTO MIN. MAX. 120" 1/4 1' t/4-DIA.BOLT AND NUT 0 AT 7-3/4-FROM ENDS \ 111 l!/�� AND 20-7/8'O.C_MAX_ \\\\ � V/7ir a _ NOTE MAX,MOVEMENT CONSIDERED-100R STRETCH. '.... PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION VCEN3Ac• r% MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE&-WINDOWALL --_-- PRODUCT REVISED No. 23 n MATE FINISH AND COMPLIANCE FOR WARRANTY.. as emptying with the Florida _ c a REFER TO ACI-117-10 FOR.CONSTRUCTION TOLERANCES. Bulldingc Code NOA-No. 20-1779.'16�!' 2020 v v ALTERNATE SEALANTS AT JAMB.GAPS.CAN BE DESIGNED BY JV 1 Q =•0 �_ �� ENGINEER OF RECORD BASED ON MANUFACTURER.GUIDE LINES. Ex Iratlon Date• 2/20/2022 ® yTgTEO - (y� drawing no. CAPS LESS THAN 1/4'MAY BE DESIGNED BY ENGINEER OF RECORD'BY. , By: ,. � r FLORID?;:"e�Q THE USE OF BOND BREAKER TAPE.OR 15P.OF GAP'ALLOWED MOVEMENT. r e•" ��\\ W�2-09 REFER TO:SHEETS.4 THRU T FOR SELECTION OF MUWON/JAMBS WITH. Mlam yDade ProducrCgatrol 7A ®�y�� 1\ iA ®ll IJJ.it \` sheet 7 of 9 REINFORCED&UNRElNFORCEO-FRAMES.. FRAME WIDTH O q rh S rm f D.L. OPG. I I k I I D7 o i i O FRAME MOTH D.L. OPG. us GSO°U'A 6 7 DEC n I 7 m g m '0 111 C J 0 SC k N r y � t-1 I I N : n 0 � G 0 I I �j QI G U F� O c.s 0 C2 0 0 (a P 0'�� ��� 111111101%` " a date: 03-02-12 revisions: SERIES 400 ALUM WINDOW WALL SYSTEM (S.M.I.) AL-FAR CORPORATION a E no U e description ENGINEERS&PRODUCT DEVELOPMENT N scale:,/5•_1 LECO WINDOW SYSTEMS, LLC. 9360 SUNSET DRIVE,SUITE 220 f v N.W. 80th STREET MIAMI,FLORIDA 33173 (C.A.N. 3530) /�dr,Ey: TMIO E DI.1 J.18 CORNER 61UWDN ADDED LEY, FL. 33166 TEL.(305)2848100 FA%.(905)2828978 �•r'o aei< f n.Ds.zo uPDArED To zozD Tec 305) 685-5,299 FA%(305 885-5902 STORE W72-09EC0 FRAME HEIGHT 0 o 0 EXTERIOR oa c £ xl FC _ N� 0 .= O O - OR � I r---- T_______ _ L------ , � JIL__ ___ __ - 1 11 - - - - __ I II II __�) 5F tin� 11 I • I Pit �„ ,44lw�ll III =O=c3 coc= _= ----_____ 11 •°1 I ---- llI C_ J I 11 I I S ECO WINDOW SYSTEMS MIAMI-DADE COUNTY APPROVED WINDOWS SEE SEPARATE NOA FOR WINDOW RATING AND DETAILS om�zm- mm O. Z i/4'MAX. 'T x 0 SHIM SPACE � w [�1 0 � r to 0 to v O m III mi A4 z �N.f rp 4 O I I ( Iry I 4 III > 00 ID p I1 / IIII II IIO III , 3 m m zmm9 0 __ _.� l e 1 It w 0 m `- LL a a o 0 TI-.• : z e 3 0 R P`••'l 11 I O o mtmvC IIIII I IIIII I 7 Ote CJ IIIII I IIIII I m O m�� I IIIII I IIIII I m 6tm IIIII I IIIII I 9 m i0 I IIIII I IIIII I 8 NI Itl IIIII I I1111 I I IIIII I IIIII I Lit C, H �vlsm IIIII I IIIII I :a 0 IIIII I I1111 I N � m m om�o IIIII I IIIII I +10 o to T IIIII I I(III I •�. f".dOZ III11 I IIIII 1 go nul I nlll E� d �4mo I1111 I III11 I Elm m z n£ I1111 I IIIII I o o IIIII I IIIII I zc IIIII I III11 I O rzo� IIIII I IIIII I C 0D � IIIII I IIIII I rn IIIII I IIIII I a+ �p� IIIII I IIIII I O IIIII I IIIII I IIIII I IIIII I 2V I111 I I 111 I I o O � z 0 0 \\\ y i revisons: C7 a dam: o3-oz-tz SERIES 400 ALUM WINDOW WALL SYSTEM (S.M.I.) AL-FAROOQ CORPORATION T 'o no a e escrl ton ENGINEERS 81 PRODUCT DEVELOPMENT £ scale:3�g'-1• C 12.01.15 NO CIWiOE TNIS SHEET ECO WINDOW SYSTEMS. LLC. g380 SUNSET DRIVE,SUITE 220 N IOp D 08.02.1] UPDATED TO 2017 feC 8502 N.W. 80th STREET MIAMI.FLORIDA 33173 3638)A(C. .N. /•� O I dr,bY% 7ARI0 E 04.13.10 NO CHANCE THIS SHEET �.r MEDLEY, FL. 33166 TEL(30b72848100 FAX(306)2826978 o anH t E 111.05.201 UPDATED To 2020 reC TEL. (305)885-5299 FAX(305) 885-5902 T° STORE\W72-09EC0 5.000 5.000 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANE/SUPPLIER/REMARKS u .188 .198 1 UW-401 AS REOD. .FRAME HEAD/SILL/JAMS/MULLION 6063-T6 = ��� c 1A UW-407 AS REOD. ALT:FRAME HEAD/SILL/JAMB/MULUON 6063-T6 - N 2 UW-402 AS REOD. SNAP-IN MATE 6063-T6 Z Z_m 3 1.750 T.750 2A UW-402 AS REOD. ALT.SNAP-IN MATE 6063-TG 1Z. 2.625 �. 3 UW-404 AS REOD. GLAZING BEAD 6063-T6 - h W Z m 4 UW-408 AS REOD. FRAME INSERT 6063-TU - Q d S rn 125 125 5 UW-403 AS REOD. SHEAR CUP, 3-3/4'LONG AT JAMB ANCHORS 6063-T6 0 W ' �' SA UW-403 AS RE00.. SHEAR CUP, FULL LENGTH 6063-T6 - a µNA 59 UW-403 AS REOD. SHEAR CLIP, LENGTH VARIES TO COVER ANCHOR SPACINGS 6063-T6 - j'O C O to 6 UW-408 AS REOD. STIFFENER INSERT 6063-T6 - 0 U n V OWeI FRAME HEAD/SILL/JAMB/MULLION ALT. FRAME HEAD/SILL/JAMB/MULLION 6A - AS REOD. STIFFENER BAR GALV. STEEL - 7 UW-406 AS REOD.. GLAZING GASKET NEOPRENE DUROMETER.55±5 SHORE A 0 6.O O .+ 8 #12 X 1-1/4' 4/-CORNER FRAME'ASSEMBLY SCREWS - PH.SMS 0 N N 0: 3.736 3.736 9 - 2/LITE SETTING BLOCKS AT 1/4 POINTS(3/16-X 1/2-X 2'LONG) EPDM DUROMETER.8035 SHORE A a W Z g 10 - AS REOD. GLSS SPACER SILICONE FRANK LOWE LL 11 UW-411 AS REOD. CORNER MULLION 6063-TG - �1 c c J .578 QwMf 1.453 7- 094 i �j TYP. TYP.YP. /• 2 SNAP IN MATE 2A ALT_ SNAP IN MATE / B 'A % in n to L v 1.688 .094 050 N LLJ ' 11 FTYP- 1.063 .875 .875I .989 o Z 3LL 1.432 /.' 3 Z ,� / w 0 a� 3 GLAZING BEAD 4 FRAME INSERT / w U 00nw J FRAME TOP CORNER N tJ CO M 0 F 3.736 094 TYP, u 9 is .578 w�$LL SEALANTS: �= .188 ALL FRAME JOINTS AND SEAMS SEALED WITH ° o R SCHNEE-MOREHEAD SM5504 ACRYL-R.SEAM SEALER. -g uu B.Sk 5 sA 5B SHEAR CLIP �5A00 h r m .375 .937 / n HORIZONTAL CORNER " 03= n o 0 `\tttl�nl�lrrrrrrr� � . 4.534 a.000" 5AOO. .125 .`���' -VCENSt. H _125 .. � n.. . PRODUCT REVISED No: as complying with the Florida .250 - Building coderj.L -_ - 1.586 NOA-No. 20-1119.16 I Expiration Date: 2/20/2022 :® STATE 6(/� drawing n0_ .626 i�--•:4_787 By: r— �� .;cLOR1D1`. \�� W12-09 6, STIFFENER INSERT, 6A STIFFENER' BAR T1 CORNER MULLION FRAME' BOTTOM CORNER; Nliamj�,BadeProduct'C1 tral IF CORNER sheet 9 nY 9