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HomeMy WebLinkAboutProduct Approval - M1AM1•DADE Q NIIAW-DADECOUNTY e PRODUCT CONTROL SECTION; DEPARTMENTOF1tEGtJLATORYAr4DECONOMi"CRESOURCES(RER) 14805 SW 26 Street-.Awm 208 BOARD AND CODE ADMI,MSTRATION DIVISION, T(786)315 2.�90; I��(786)315'2599 NOTICE OF ACCEPTANCE(NOA:) R fF�WP ENVP=fi1 F�f rw:ww.iniariiidide.eov/economy 3550 NW 49-1 Street � � �d ��� �� Mam4::FL33142 ST. LUCE COUNTw sCbPE: This NOA is bemg-issued under,the applicable rules' and regulationsgoverningthe use.o c _- matexials_The documentation submitted l5as beenxdviewedapd accepted by,,Miami-Dade County REi2 Produc-f Control Section to be-u"se.d in Miami Dade County andother areas where allowed b:y the A_utho city HavirigJurisdiction:(AHJ): ThisNOA.shall not-be valid afterthe:expiration-date--statedbelow:The"Miami-,Dade.C.ountyProduct:Control Section OITmiiamtDade.County)and/or the AHT:(in areas other than Miami Dade County)reserve the right-to have:this;pzoduct;or material tested for quality assurance_purposes Iftl is produc,oT material fails to perforriz. in the accepted manner,the manufacturer will incur the:expense:-.ofauch'testingand th6AHJ may i n iedha ely -revoke;,-inodify;or suspend-the;;use ofsuchproduct.ormatenal wiihintlieir jurisdiction RER reserves the, fight-io revoke this:-acceptance,if ifis determined.by'Ivl ami-Dade County Product ControlSectio:n thaftthis productormatenalfailstomeettherequ •ements-6ftheapplicablebuildingcode, This.product.is.approved'as"descrilied herein andhas been designed to=comply:with the Florida Building Code,-includingthe-High Velocity Hurricane Zone. -- DESCRIPTION.`Series"EL400"Aluminum`Sliding Glass Door L10I I _. APPROVAL DOCUMENT__Drawing-No 20-12D Rev A (former.W16-73 Rev A);titled"ES EL400 Alum.Sliding Glass Door.(L M I.)!%-sheets.l.through,23(inclusive,91 &9 2)of 23,prepared by A]-Farooq: Corporation dated09`L11%20;signedand sealed byJalal Farooq,P.E:;bearing-the Miamr-Dade County Product Control Revision 8tomp with the Notice of Acceptance number and expiration date by,-ihe Mil ain Dade County Product'Cor trol;Section. AhSSILE,IMPACTRATING Large"andSma111Vlissile ImpactRes�stant Limitations: 1. See Elevationsin sheets_l,2,3 4 and anchors requirements.SeeHeaderarichor capacity charts-in sheet'6= and Glass capacity VS size in- heet s.Overall Lower.Design.Prossure(DP):controls for entire assembly. 2. Seesheets 7 tliru.73:forvatious confguratioriS;tracks,pockets,non-pockets_and;allowable frame::area.. LABELING:Each unit'shall bear a.pemianent,label"with the manufacturer's'uame or_logo,.Barran q uilTa,. Colu- bia,.S.A.,ser"ies,andthefollowingstatement "Nliaini-Dade,County P.ro,duc :C.6 itroI Approved",,. unless otherwise-noted herein. RENEWAL of thisNOA:shallbe:considered after a renewal application has:beenfiled.and there'has beenrio Chan ge in the applicable lu HE-rig code negatively affectrig.the performance of thzs produ.'cf. TERMIlIIATIONofthis`NOAWM occur aft' the.expiiratibh.&teor if there-11as_beeri arevision or. change in them aterials;use,,andlormanufacture`ofthe pm duct or process.Msuseofthis:NOA::as an,endorsement of any product;;forsales,advertising or"any otherpuiposesshallautomaticallyterinznatef--is N:OA:Failure to. comply with any section ofthis NOA.shall be causeforterminaton and removal ofNQA. ADVERTISEMENT TheNOA.numtieTprecededliythewordsMiamiDade;.Courity;Florida,and:fotowed by the;:expiration-date maybe displayedin advertisingliteraturea If anyportionoftheNOAis displayed,then it shall be dorle in its entirety. INSPECTION: A:copy of Ihis,diitird.NOA shall-be provided'to the user by the manufacturer or its ;distributors-and shall-be availablefor-:inspeciion.at the,job;site at"the:re"quest ofthe.Building,Official. This NOA reAses NOA#:16-06ftOIarid consists of this_page.l. and-evidence pages E4,E-2 andE-3;as well as approval documentmentioned above-. The submitted documentation was;reviewedby IshagL Clianda,P E: NOA No 20=04271 I- MIAMIDUNTY" Expirafion Date; ,July20,2 022` �WWMA' NNW Approval Date N6vember'25,20201- Page 1 James Drago, `¢r'Digitally signed by James APPROVED Architect ADrago,Architect AR0009780 _-_Date:2021.04.13 14.40:13 AR0009780 Fly. -"001 f � r ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approval. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled"ES-EL400 Alum. Sliding Glass Door(L.M.I.)", sheets 1 through 23 of 23, dated l 1/28/16, with revision A dated 07/12/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 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)Forced Entry Test, per FB C, and TAS 202-94 6)Large Missile Impact Test per FBC,TAS 201-94 7) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Blackwater Testing, Inc.,Test Report No.BT-ESW-17-009, dated 06/15/17, signed and sealed by Constantin Bortes,P.E.with Letter of Clarification issued on 07/13/17, signed and sealed by Constantin Bortes,P.E. C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014)and FBC-61h Edition (2017), dated 06/20/17 and revised on 07/13/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. 3. Analysis recommendation letter prepared by Al-Farooq Corporation dated AUG 03, 2020 for #10 screw boss for Extrusion parts # ES-EL400-.001, -.002 and -.005, signed and sealed by Jalal Farooq, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ukraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America,Inc. for their "Sentry Glass® (Clear and White) Glass Interlayer", expiring on 07/04/18. 3. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Co. (MA)for their"Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. 4. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Co.(MA)for their"Saflex CP—Saflex and Saflex IIP Composite Glass Interlayers with PET Core",expiring on 11/11/18. 15t-7 1• L� ida,P.E. Product Control Unit Supervisor NOA No.20-0427.11 Expiration Date: July 20,2022 Approval Date: November 25,2025 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t6 Edition (2014) and FBC-61' Edition (2017) and No financial interest, dated 07/12/17, issued by Al-Farooq Corporation,signed and sealed by Javad Ahma.d,P.E. 2. Distributor Agreement signed by Carlos Garcia and by Evelyn.Daes. 3. Laboratory,compliance statement for Test Report No.BT-ESW-17-009,issued by Blackwater Testing, Inc.,dated 06/15/17,signed and sealed by Dennis Duffy,CEO. 4. Proposal No. 16-1478 issued by the Product Control Section,dated 11/17/16,signed by [shag Chanda,P.E. 2. New Evidence submitted. A. DRAWINGS 1. DrawingNo.20-12D RevA(former W16-73 Rev A),titled"ES-EL400 Alum Sliding Glass Door (L.M.I.)", sheets 1 through 23(inclusive 9.1 & 9.2) of 23, prepared by Al-Farooq Corporation dated 09/11/20,signed and sealed by Jalal Farooq,P.E. 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)Forced Entry Test,per FBC,and TAS 202-94 6)Large Missile Impact Test per FBC,TAS 201-94 7)Cyclic Wind Pressure Loadingper FBC,TAS 203-94 8)ANSI Z97.1 along withmarked-up drawings and installation diagram of aluminum sliding glass doors, prepared by Blackwater Testing, Inc.,Test Report No.BT-ESW-19007,dated 12/09/19, signed and sealed by Constantin Bortes,P.E. C CALCULATIONS 1 Anchor verification calculations and structural analysis dated 09/11/20, complying with FBC-Vlh Edition (2020), prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTME1300-09 and-016. 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", expiring on 07/08/24. lshaq L Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.11 Expiration Date: July20,2022 Approval Date: November 25,2020 E-2 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America,Inc, for their "SentryGlas®(Clear and White)Glass Interlayers", expiring on 07/04/23. 3. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Co.(MA)for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. 4. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Co.(MA) for their "Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core", expiring on 11/I 1/23. F. STATEMENTS 1. Statement letter of conformance, complying With FBC-71'Edition(2020)and No financial interest, dated 09/11/20, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq,P.E. 2. Test Lab Compliance statement,as part of test report. G. OTHER i. This NOA revises NOA No. 16-0617.02 and updates to FBC 2020 (7a'Edition)expiring 07/20/22. 2. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows,LLC, dtd 08/03/15,signed by Ms. Carla Garcia(MGR)and Andres Chamorro (Gen.MGR) respectively (original copy in various ES approved NOA(s)files. 3. RER Test proposals #18-0404 dated 04/25/19 approved by Ishaq 1.Chand a,P.E. Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.11 Expiration Date: July.20,2022 Approval Date: November 25,20Z0 E-3 l r . 15' MAX. 6" HEAD TYP. HEAD ANCHORS 6"MAX. 3• AT INTERLOCK ENDS CLUSTER OF 4 OR 6 PRODUCT REVISED HEAD ADDL SEE SHEET 6 as complying with the Florida CORNERS PAIR FOR QUANTITY&CAPACITY f N Bulldlr Cede Q b J NOA-No. 20.0427.11 2 TRACK 1 l FRAME HEAD 4 Enplrotion DateO7/20/2022 tO 98 1 4' _ E- o I Mi 1.Lank n DOOR FRAME WIDTH I} V amFDadada Product Control � � w A C. 6 ?' J II x, II •�� Ix m DAYLTE OPENING WIDTH: - O PANEL WIDTH - 5.688" S a I 1 1 13/16' MIN. DAYLITE OPENING HEIGHT: - PANEL HEIGHT - 5.813" ii ii z U PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250" m i�j II 11 m N THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. a I d tD OO1 C1 SHUTTERS ARE NOT REQUIRED, O o CS M r� 3 PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. •yp'Yp�—�' 3 z SAFEGUARD REQUIREMENTS TO BE VERIFIED. POCKET JAMB FALSE MUNRN B D 2 TRACK (;j In In ANCHORS OPTIONAL 43 15/16' FRAME JAMB 43 15/16" D.L. OPG. D.L.OPG. 49 5/8' SERIES ES-EL400-10 z 49 5/e' PANEL WIDTH ALUMINUM SLIDING GLASS DOOR PANEL WIDTH THIS PRODU6T HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE _ REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA I FRAME SILL e BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). AX - 1 BY OR 2BY WOOD BUCKS& BUCK FASTENERS BY OTHERS, MUST BE 6'SI SILL ANCHORS m DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS CORNERS is SILL MAX AT INTERLOCK ENDS TO THE BUILDING STRUCTURE. SILL T,P CLUSTER OF 4 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE TYPICAL ELEVATION o- MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. INSTRUCTIONS: px c A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE CHARTS AS FOLLOWS `111111111/ < ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE. STEP t DETERMINE DESIGN WIND LOAD REQUIREMENT BASED MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT ON WIND VELOCITY,BLDG.HEIGHT,WINO ZONE COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE USING APPLICABLE ASCE 7 STANDARD. . r REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE &ADOPTED STANDARDS, No.01223 o THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5 T - FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY FOR THE REINFORCING OPTION USED. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR STEP 3 USING CHARTS ON SHEET 6 SELECT ANCHOR OPTION WATER INFILTRATION RESISTANCE ETC. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 0 BT .'• � drowing no. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, IN STEP 1 ABOVE ••'� AND TO BE REVIEWED BY BUILDING OFFICIAL 20-1 2D STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 Sealed:09/11/2020 DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. SHALL APPLY TO ENTIRE SYSTEM. '/////iII�Il11lT�� sheet 1 of 23 r. n c. S" MAX 1 HEAD NP, HEAD ANCHORS 6.MAX 3 AT INTERLOCK/ASTRAGAL ENDS CLUSTER OF 4 OR 8 HEAD ? ADDL SEE SHEET 6 CORNERS a PAIR FOR QUANTITY k CAPAC17Y ZG H{ J 2 TRACK l FRAME HEAD " S � �� � 194 3/4° m'• 1W DOOR FRAME WIDTH ^�O C cr K E Is v o an d w J of G Op <a li j 0 1 13/16" 3 o ===9L'=== II = J IL _ II Z3 J W ,� e,ReOOmp,yCing REVISED iE h lha FloridaD Building Coda Z 3 HOA Wo. 20-0427.11 3 z Eapirafion Dalo07120/2022 60 —Lo sa' POCKET JAMB B D By I"-'I. M FALSE MI MIamF-Datle Pmduet Control ANCHORS OPTIONAL 43 15/18" 2 TRACK 43 15/16" D.L OPG. FRAME JAMB D.L.OPG. —11 49 5/8" 49 5/8" PANEL WIDTH PANEL WIDTH c� 0s�g 2 TRACK o," FRAME SILL w g 8 MAK m _ SILL SAT ILL ANCHORS CORNERS s 15"MAX. 8" CLUSTER OF 4 IIL.CKAST� ENDS GAL o o n SILL NP. •y °$ ```1111111 lllll� °c` TYPICAL ELEVATION Pd0.81223 ��•''•.• SiA �•�� drawing`no. Sealed:09/1112020 n r HEAD ANCHORS V 15"MAX. 8- AT INTERLOCK/ASTRAGAL ENDS HEAD TYP. CLUSTER OF 4 OR 6 3. SEE SHEET 6 c m ADOL FOR QUANTITY&CAPACITY Z H 6HEAD n PAIR Q kk v`�i ggyy CORNERS 3 TRACK P a AA a FRAME HEAD a y o N U' 288 3/18" TYP. Q YI DOOR FRAME WIDTH A C O 3335^g =Ir______= a a in ===�1 II i 4�===-Ik===K m 2 m 4, M .. w E i j, ii F ^ ' O c 2T5 7 x II II 2 3/8- MIN. U 0 0 0 n m p U I II a IZ��. Oo POCKET JAMB FALSE MUNTIN B D PRODUCT REVISED W M ANCHORS OPTIONAL 43 15/16" as 0omplying with the Florida 3 TRACK 43 15/16- Bullding Codn FRAME JAMB D.L.OPG. NOA No. 20-0427.11 D.L.OPC. 49 5/8- Expiration oato07/20/2022 49 5/8" PANEL WIDTH By IiG.2 I•L/no-Y. c PANEL WIDTH Miami-Dada Product Cotkro 4 c 3 TRACK u • FRAME SILL v i 6"MAX. w z~ SILL ANCHORS C SILLORNERS M Z 15" MAX. 8" AT INTERLOCK/ASTRAGAL ENDS y n SILL TYP. CLUSTER OF 4 p e o TYPICAL ELEVATION i, OXX—XXO �`,�,:�,�OENBF• i� 4 No.8t223 t} E t!t= s a 3• �' '®•'•,• drawing no. Sealed:09/11/2020 ���,�slil,g1111 �`� sheet 3 ot23 rf r 15'MAX. 6' HEAD ANCHORS HEAD TYP. AT INTERLOCK/ASTRAGAL ENDS 3 a N ' CLUSTER OF 4 OR 6 1 "MAX0° ADDL. SEE SHEET 6 0 6HEAD ER n PAIR FOR QUANTITY h CAPACITY T.F J CORNS lu q Z '�_• 1 I .^1 1 1 1 P4TRACK 2 I E HEAD a. 0 381 1/2" FALSE MUNTIN DOOR FRAME WIDTH kv 0 C u OPTIONAL A C d I I p 0E,08 IL___JI I 41 QQZ a N v => 2 MIN.78•it 11 z U II III J ly1 m ===Ir====1�== 001v� a i 312 3z •� � ui�Q POCKET JAMB B D ` w ANCHORS 4 TRACK 43 15/16- FRAME JAMB 43 15/16" D.L. OPG. O.L.OPO. 49 5/e' 49 5/8' PANEL WIDTH PANEL WIDTH o 03� 4TRACK uV FRAME SILL U i SILL z SILL ANCHORS r g 15" MAX. ��AT INTERLOCK/ASTRAGAL ENDS y o R CORNERS SILL TYP. CLUSTER OF 4 0.4 PRODUtyCT REVISED $ Bun`d,P mg with the Florida WI o TYPICAL ELEVATION NOA-No. 20-0427.11 Expiration DateO7/20/2022 OXXX—XXXO :� 9�''•NQ�� � �' �� By IswZI•Lb�nk No.81223 MIaT ads Product Control _'�f? :*Z �• :� draw�ingo no. Sealed:09/11/2020 '�i,�l rf11ljj1`����� sheet 4 of 23 f„ (DESIGN LOAD CAPACITY 7,PSF, `. w 3/i6"TEMP,:GLASS CL.45S TYPES i N. AVENGE OOOEIGHTME PANEL A' &,Al,��' 3/8"AIR.SPACE INCHES I ES WCHFcnq S EM,(+) INY.(J 30, 65.0 �65.0 3/16"HEAT STREN'D.GLASS 3/16"HEAT SrREN'D, GLASS .36 65.0 65.0 , 090"Interlayer 090".Interlayer < 42 65:0• 65:0 a 82 'SentryGlas SentryGlas 48: 85.0 65,0 By'Kummy America, Inc.' By'Kurardy America, Inc.' 54 .65.0• 65.0 .0 OR 075"InterliiHi, S.fld lnterWith 60 65.0 65.0. Satlax CP With PET Core Soflez;CP With�PET Coro 30 '65.0 65.0 By 'Eastman'Chemicdl Co.' By,'Eostman'Cherii.lcol CO.' O�y pi O'p wtd4 36 65.0 65.0; .. 3/16"HEAT STREN'0: GLASS 42 ,65:0 65.0; 3/16"HEAT STREN'Dp GLASS O' K • 48 84 65:0 65.0 54 69.0 65:0. C pp r 60 '65.0 '65:0 ce .I m M 65:0 65;0 r '^ ° g:or it li- 3�' `✓ M1 35 65.0 :65:0 42 90 65.0 65.0 48 65.D .65:0 v n 54 65.0. 65;0 N 60 65.0: 65 0 be 0 0- I" •30 65.0 650, '0 u 0 42 n 96 r 65.0 '65.0 k 48 650 65.0. GLASS TYPE 'A` GLASS TYPE. 'Al z U 54 65:0 65.0' J 60 65.0: Cj 7/15"OVERALL LAM.GLASS 1"OVERALL INSUL.:LAM.GLASS n 65:G � K 30 65.0 6510 GLAZING ,OPTIONS ��, 36 65:0 65.0. PRODUCT REVISED �B'" AIR SPACE CONSISTING OF' U d Mjm 42 102 65.0 65.0 as,complyln with the Florida o, ' 48 ;65,0 65.0 Widing Co e' SPACER: .t 0 NOA-No. 20-0427.11 'HEUMA' LOW PROFILE ALUMINUM SPACER o. -z U-;n 54 57.6 57.8 ` .ExplraSlon:Dafe07/20@ BY'LINGERMANN 022 GMBH" 30 65.0 66.6 AROUND'THE PERIMETER,-OF THE GLASS. 0? ¢, .56 108 65.0. 65:0 By IsG.2 1>114"�' .PERIMETER'SEALANT:. ('j, ter)-'.w IPIIamlrOade;Produet Control :SILICONE. 42 65.0 65:0 - 48. 65.0 '65.0 DOWSIL 761 GE"200,0; 130: 65.0 :65.0 .36. 1.t4 65.0', .65.0 -.42:: 65,G' '65i0 v� 48.. 65.0 65:0 O 30' 65.0: 36:. 120 65.0, iE5.0 a 42 65.0. 65.0 48 1 65:0 6510 y n AVERAGE PANEL WIDTH DOOR FRAME WIDTH. !NUMBER'OF PANELS o q DOOR HEIGHT AND'WIDTH SIZE`MUST COMPLY EGRESS'REQUIREMENTS PER FBC AS.REQUIRED,. \ ��'•'`�1cENsF '� �.. u: o Wa.8�2$ " -NOTE: SEE CHART ABOVE. FOR DESIGN LOAD CAPACITY DF DESIRED;GLASSL SIZE. GLASS CAPACITIES ON THIS SHEET ARE ® sTA o d�awmg no. BASED ON ASTM E13oo-09 (3 SEC, 'GUSTS): SEE CHART ON SHEET 6 FOR:;HEAD ANCHOR CAPACITY.AND DECLARATORY`STATDEIMENT'p A05 f DEC-2;19 ORWHEAp ANGHOREOHART WILR APPLY IT0 ENTIRE SYSTEM. Sealed;09I11T2020 ''� �A it I`61'it1i`�' sheet 5.of?3 HEAD ANCHOR LOAD CAPACITY-PSP �4'V .. . . .. .. ANCHOR TYPES�'A-' & D' ..�' ANCHOR TYPE'C"°=^ 1/4" NAX. SHIM 1/8"MAX.SHIM 1/27,':MAX.SHIM I/4"MAX.SHIM 0/8 .MAX,SHIM m o 4.ANCHORS 6 WHIRS 4 ANCHORS 6 ANCH I.ORS -4 ANCHORS 6 ANCHORS; �4 ANCHORS ;4 ANCHORS 6 ANCHORS ® pI AT'-$TG. ATSMIG, AT MID. - AT WIG; AT RTC. AT.MTO. AT MTG: AT MTG.. AT RTC. Z h n z AVERAGE DOORFRAME STII 4NDS STH.E:EN➢S STILE ENDS...STILE-ENDS STILE ENDS STILE ENDS.' STILE ENDS SRLE'ENDS SUMENOS ,f. PANEL mDTH NDctR EXT..(+), EXT.(+) EXT.(+) EXT.(+). Exr.(+) Ezi(+j Exr,(tY Exr (+) EXT.(+). a 5 n INCHES rNcHE5 INT. INT. - 1NT. - INT. - INT.. IM.. - INT. - INT - INT. 30 65.0 65,0 65.0 -65.6 65,0 65.0 65.0 -65.0, 65.0 a fSu µNI 36 65.0 65.0 165.0 65-.0 65.0 65.0. .65,0 65.0' ! 65.0 p TO 42 82 65.0 65.0 65;0 65:0 1 65.0: 65.0 65;0 65.6 65.0 48 6EO �65.0 65.0 65:D, 62.6. 65.0• 65.0 65.0 .65.0 54 65.0 65.0 65.0 65.0 55.6 65.0; 65:0 65:0 65:6 C. 60 65.0 '65:0 64.4. 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'48.9 65:0 65.0; .63.1 65.0 . 30 65.0 65.0, 65:0' :.65.0 '65:0 .65.6' 65.0 .65.0 36 65.0, 65.0: 65.0 6S;O :65:0 65.0 65.0 65.6 .55.0: o m� 42 90 65.0, 65.0' 65.0 :65.0 65.0 65.0 65.0 65.0, 65.0' ;0 48 65.0; 65.0; 65.0 65.0 57:0 6510 65.0 65.0; 65.0 vi 54 65.0 65.0 '65.0 '65.0 50.7 1 65.0 .65.0 65.0 65.0 60 65.0 65.0 5B.7 65.0 45.6 6011 55.0 58.9 65 0 C3 30 55.0 65;0 65.0 65.0 65.0 65.0 .65 D 65.0 65.0. :a U J 113 r 36,>. _ 65;0 65t0 65;0 ,,,65:0LLJ 650 650 _65 0 ,'' 65 0 y 42 85:0 :65:0 65.0 60;0' 61.1 Sao 65.0 65,0 65.0 48 I"96 .85i0 65:0 65,tl 66.0 53.5, 65.0: 65,0 65:0 '65.0 001 w 54' 85:0 05;0 61A 65.0 .47.5 63.4 65:0 61.4 mo PRODUCT REVISED. z .60 62.1 65.0 55.0 65.0 42.6'. 57.0- 65.0 55.2 65.0 as complying wlth thx Florldn 3 Z -o 30 '65:0 65.0 65A: 65.0 65,0, 55.0 65.0 65.0 .65.0 Building Gode NOA-No: 20-0427.11 N 36 '65.0 654 65.0- 65.0 65.0 65.0' 55.0 65:0 650 ILn 42 102 65:0 55.0 65.0- 05.0 57.5. 65.0 65,0 650 :65.0 Expiration DatoO7/20/2022 w Li M :F 48. '.65.0 65.6 64.7 65.0' 50.3 :65;0 65.0 165:0 65.0 By ISN'.7(„Gh+nk 54 :64.11 85.0 57.5 65.0 447 59.6 65.0 57;6 65:0 Mlam ado.Pro uct�Control 30 65.0 65.0 65.0 65.0 65:0 65:0 65.0'. 65.0 65.0 36, 108 65,0 65.0 65.0: 65.0 ,63.4 65.0 65.0: 65:0 65.6 , 42, - 6510, 65.0' 65.0 1 65.0 50 65.0 65.0 6510. 05.0 $ '48 65.0' 65.0. 61.1 :65.0 47.5 63.4 65.0 61.4 65.0 o 3tl 65.0. 65A: 65.0 6510 '65.0 :65.0 65.0 65.0, 65.0 - .36114 65.0: 55;0 65i0 :65'.0 160.0 '65 0 65.0 65:0, 65.0 42 65.0 65,0, 65.0 6s.0 61.5 65.0 '65.0, 65.0 65.0: 48 1 65.0: 65.0: 57;9 g65.0 45.0 .60.0 .65.0 '56 Y 65.0, E-4 66.tl 65,0 65.0 -65.6 65:0 .,65.0 65:01 65.0- 65.0' of c yn. 65.0 '65M 65.0 57.0 65.0 .65:0 65.0 65.0: 0 65A 65.0 62:0 +65.,0 48:9 65:0 65,0 63f1' 65.0 62.1 85:0 55.0 ,65.0 .42:B 57.0- '65i0 T. 6S: \1111111117f�/ oc Nd..O1223 I I f SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY.OF 'DESIRED GLASS SIZE. - t 'BT O - lye dfawmg`no: SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY LOWER.DESIGN PRESSURES FROM DESIGN LOAD CHART Sealed:09/11/2020 / �® J$ \\r OR HEAD ANCHOR CHART WILL,APPLY TO:ENTIRE:SYSTEM. /I/f11-11111\1, 's$eet 6 of 23 Y DOOR FRAME W. NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Ip N 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. E D 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. 0 2 N wr 4. FOR ALTERNATE SIZE UNITS MAX. OVERALL FRAME AREA OF P F a 2 TRACK FRAMES NOT TO EXCEED 243.4 S0. FT. PER FBC. Q iiiGGG PANELS WIDTH AND HEIGHT NOT TO EXCEED SIZES SHOWN IN d+ppp o o CHART ON SHEET 5.OX o EXTERIOR ���� LL XO (SHOWN) d g DOOR FRAME W. Q.3 Olga AM PRODUCT REVISED H.j I4gg° as complying with the Florida g H Du id nD Coda 8 i D NOA-No, 20.0427.11 2 Expiration Date07/20/2022 F- 2 By Isw Z I•L/n rj mam a product Con J w o g EXTERIOR � XX (SHOWN) n DOOR FRAME WIDTH z Jt5 J w VlinC,4N O-m n F ❑'t g 3z�� O 0- IXTERIOR OX—O (SHOWN) O—XO DOOR FRAME WIDTH o_R� E % % D % Al, H Cs o ea o �d� o 2 15 s EXTERIOR OX—XX (SHOWN) OX—XO XX—XX No,e1223 APPROVED CONFIGURATIONS ^-0 � s NON—POCKETED DOORS ' ° TWO (2) TRACKS drawing no. %;K'' .... G�� 20-12D Sealed:09/11/2020 ��i �ili�j111 �` sheet 7 of23 DOOR FRAME W. NOTE: 4 t I I 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. j H i 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. Z q 4 N gg i I a 4. FOR ALTERNATE SIZE UNITS MAX. OVERALL FRAME AREA OF F � � K �a 2 TRACK FRAMES NOT TO EXCEED 243.4 S0. FT. PER FBC. 15 oZ I = PANELS WIDTH AND HEIGHT NOT TO EXCEED SIZES SHOWN IN ^ of a * =� CHART ON SHEET 5. O ao 5. POCKETS NOT PART OF THIS APPROVAL. o L------ POCKET AREA IS NOT INCLUSIVE AS FRAME AREA. O ail XPX P (SHOWN) a ut eri Zy� 000 DOOR FRAME WIDTH rc ------ rAJ I a MU PRODUCT REVISED A w I j I as comp with the Ftodda l o Q K I o g BuHcUng Code z Z z NDA-NO. 20-0427.11 Ewpimtlon Date07/20/2022 0 g jo L-ao-- By I0-1 I.LInnnJ o EXTERIOR Mlam1-Da o Product Controlo _ PXX (SHOWN) n XXP o J tj DOOR FRAME WIDTH J W N Y K F J F /H lao d z i9z in $ bo d vi m o w M d I So 1. a-- _� PXX-XX (SHOWN) XX-XXP q�q DOOR FRAME WIDTH 29 I i�- ~s w g 4- Qn -0 1,z o 0 8 zz N > c g i € io EXTERIOR PXX-XO (SHOWN) N0.81223 OX-XXP APPROVED CONFIGURATIONS POCKETED DOORS ���•'. aTD �`��/;� draMing9 no. 20-12D TWO 2) TRACKS Sealed:09/11/2020 „%% ��� sheet 8 of 23 ff,� x OaoR FRAME WIDTH NOTE: ��V/ c 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET S. Z $ 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. C g 4 FOR ALTERNATE SIZE EE OVERALL rIv FRAMESNOT TO EXCD 360 2 AREA SO. FT. PER 3 BC. c PANELS WIDTH AND HEIGHT NOT TO EXCEED SIZES SHOWN IN as a CHART ON SHEET 5. EXTERIOR g � OXX (SHOWN) S ap XXO 0 CHO DOOR FRAME WIDTH Jvmi N � 1 F — i F n o z J 8 PRODUCT REVISED 06 tom liM with the Florlda W j J Building ode In EXTERIOR NOA-No. 20-0427.11 XXX (SHOWN) Expiration Date07/2012O22 C)Cl M m By I;4-21•LSrtn.L. Mia a o Product Controll 0 3 Z u- toInS Wto DOOR FRAME WIDTH 0Lim `6 F � QQ EXTERIOR moo OX—XX(SHOWN) 'S $ XX—XO OX—XO `�I11111111/r�� .c a XX—XX ```` . F��' . ........... 't,\GENBF'' No.81223 .-0 - '��•' drawing no. APPROVED CONFIGURATIONS TFD DOOR ®�� 20-12D NON—POCKES �� S•"•• THREE�TRACKS Seafed:09111/2020 ��i��/illp�jjl`t � sheet 9 of23 t NOTE: 4 u 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 7� 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. O h J 4. FOR ALTERNATE SIZE UNITS MAX. OVERALL FRAME AREA OF 3 TRACK FRAMES NOT TO EXCEED 360.2 SQ. FT. PER FBC. f Z a PANELS WIDTH AND HEIGHT NOT TO EXCEED SIZES SHOWN IN a -1 6 2 CHART ON SHEET 5. ^ 4-$U DOOR FRAME WIDTH g Z� ln 1S E j F o$� F % JF F H o XXX—XXO (SHOWN) vto OXX—XXO b XXX—XXX U. c � pMb v C9 a -j � J w N En�n EXTERIOR OO M Z3,b Z LL'o d vim I g d PRODUCT REVISED as conplyln with the Florida Building Code NOA-No. 20-0427.11 Expiration DatoO7/20/2022 By Isa.2 Miami-Dade Product Control u� v� c e �0r'�}CEN3F ` No.51223 S I APPROVED CONFIGURATIONS ���••' bT O '•6y� drawing no, NON—POCKETED DOORS //'`"ys••"•. \� L0-1 2D THREE (3LTRACKS Sealed:09l11l2020 /'''��11111111+ \`\ sheet9.1ot23 r DOOR FRAME WIDTH NOTE: V 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. �� - of i rt---- 1 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5, N s 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. Z w j F j F j bo 4. FOR ALTERNATE SIZE UNITS MAX. OVERALL FRAME AREA OF F k G I zz 3 TRACK FRAMES NOT TO EXCEED 360.2 SO. FT. PER FBC. fit a PANELS WIDTH AND HEIGHT NOT TO EXCEED SIZES SHOWN IN a a CHART ON SHEET 5. o r o 5. POCKETS NOT PART OF THIS APPROVAL. U POCKET AREA IS NOT INCLUSIVE AS FRAME AREA. EXTERIOR PXXX(SHOWN) XXXP laait 'f� I I I Z2 N_ ga L---- c 1 DOOR FRAME WIDTH EXTERIOR .. K j F 111 asRODUCT coomp complying with thee Florida N ED J W c�w l a / r / / r Building e � 4 z °' o- `D `� NOA-No. 20-0427.11 - — Expiration oate07/20/2022 Z S By I sw•Z I•LS.�k z ` Miami-Dade Product Central N Ip W M PXXX—XXO (SHOWN) OXX—XXXP In I�Z IZ N Cs I tip U S I m DOOR FRAME WIDTH _-� EXTERIOR f/1 N g o- � a � w a� �. �}CENS�c'• � d I zz I o No.81223 "� APPROVED CONFIGURATIONS ®�••. .'�`` drawing PXXX—XXX (SHOWN) •ROCKETED DOORS, /�i[`se�••.,,, .• ;�� 20-1 2D PXXX XXXP THREE (al TRACKS Sealed:09/11/2020 ��,��iiilI1111``���` sheet10of23 R l DOOR FRAME WIDTH NOTE; W 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. �� N 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. Z m e 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. y$^ 4. FOR ALTERNATE SIZE UNITS MAX. OVERALL FRAME AREA OF 4 TRACK FRAMES NOT TO EXCEED 360.2 SO. FT. PER FBC. dr MFf PANELS WIDTH AND HEIGHT NOT TO EXCEED SIZES SHOWN IN qqq s} CHART ON SHEET 5. `' u g �o� XXXO(SHOWN) EXTERIOR DOOR FRAME WIDTH Z�1�177 W0S H j ii j j G esRcOomp CimT�REVISED the Florida J n W i i - Building oda Of NOA-No. 20-0427.11 0 Expiration Date07120/2022 R By lo-71-Z4,4- MIaml-Dado Product Control o XXXX (SHOWN) EXTERIOR N V)C O 0 T N M Z zLLi d NULO¢R DOOR FRAME WIDTH r to -fzmi� ;s- — - o � XXX-XXO (SHOWN) OXX-XXX EXTERIOR U o oxx-xxo 000 xxx-xxx No.61223 V. = � APPROVED tyONFIGURATIONS :�®A•�•. 8T •r•Elj� drawing no. NON-POCKETED DOORS /i'�y�••'•.... ••(•yy���\ 20-12D FOUR (4 TRACRS Sealed:09/11/2020 'i��®iil�1li` \\\ sheet 11 ot23 yl y w, W NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. N 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3, FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. O z DOOR FRAME WIDTH 4. FOR ALTERNATE SIZE UNITS MAX. OVERALL FRAME AREA OF F a 4 TRACK FRAMES NOT TO EXCEED 360.2 SQ. FT. PER FBC. ` o PANELS WIDTH AND HEIGHT NOT TO EXCEED SIZES SHOWN IN w $ CHART ON SHEET 5. �+ A Q n OXXX—XXXX(SHOWN) a OXXX—XXXO xxxx-xxxx J � N � K I yOQ O v J � N 7 0 M z 3z�o LU o-"' EXTERIOR - u� W to PRODUCT REVISED as complying with the Florida Bufldgas Code 10 NOA,No. 20-0427.11 ca Explradon DatoO7/20/2022 v By IV-7 I•L�„s hflom a o Product GoMrol .2 o c o N NO.B9223 '' S APPROVED CONFIGURATIONS ®'•• tiT ��`� drawing`no. NON—POCKETED DOORS 0 FOUR (4) TRACKS Sealed:09/11/202 '�r,,�ol'I,gI„`` `� sneet11.1of23 �4iii;V T 0 DOOR FRAME WIDTH N p I I T.------ F f I i I I ? a w i s K011,tg F j F F O i Q g I C s IIYO 4 PXXXX (SHOWN) �----- O o t, XXXXP -�I' NOTE: P 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABLE DESIGN PRESSURES SEE SHEET 5, 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. ; w 4. FOR ALTERNATE SIZE UNITS MAX. OVERALL FRAME AREA OF '^ 4 TRACK FRAMES NOT TO EXCEED 360.2 SO. FT. PER FBC. a ,� PANELS WIDTH AND HEIGHT NOT TO EXCEED SIZES SHOWN IN o m CHART ON SHEET 5. 0 5. POCKETS NOT PART OF THIS APPROVAL. POCKET AREA IS NOT INCLUSIVE AS FRAME AREA. z J W 4J N F----- - �y d'N C O d M m R".Z vi LCR �o (v' Wn � zz Wm EXTERIOR DOOR FRAME WIDTH PRODUCT REVISED as complying with tho Florida Bullding Code --- NOA-No. 20-0427.11 y Expiration Dato07/20/2022 K % j % j % i j E B I0w1I.Lb,nti a F F % F i F F %F Miami- ado Product Control oZ PXXXX—XXXO(SHOWN) _ ;• Na 111223 OXXX—XXXXP o a APPROVED CONFIGURATIONS ••' 8T i•[f/�� drawing`no. .�QCKF�TED 20-12D FOUR (4) TRACKS Sealed:09/1112020 //i/��iflgiil` �� sheei12of23 v; r NOTE: N ' 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. I 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET S. Z m N 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. O k 4. FOR ALTERNATE SIZE UNITS MAX. OVERALL FRAME AREA OF igg5 4 TRACK FRAMES NOT TO EXCEED 360.2 S0. FT. PER FBC. S `3 PANELS WIDTH AND HEIGHT NOT TO EXCEED SIZES SHOWN IN Q 0 CHART ON SHEET 5. N 5. POCKETS NOT PART OF THIS APPROVAL. POCKET AREA IS NOT INCLUSIVE AS FRAME AREA. tq 91 PRODUCT REVISED cc as compyl with the Florida 0 Bullding CoA-No. 20-0427.11�a o e NO y Expiration Date07120f2022 By 10w7 1-z4-1, 2 CJ Miami-Dade Product Control o C) )N rr) r---- }'z i d off. I fnLnQ � WM�k I I�la 1 IZ=I ' Sao 9g EXTERIOR DOOR FRAME WIDTH pi v H \I\\illlll/// v 0 80 g I N No.e223 ' �- APPROVED CONFIGURATIONS 8T 0 ,• � drawing no. PXXXX—XXXX(SHOWN) POCKETED DOORS '••��� XXXX—XXXXP , D Pxxxx-xxxxP FOUR (4) TRACKS Sealed:D9/11/2020 20-12D //II Flit\ sheet�3of23 JI r TYPICAL SANCEE E TYPICAL ANCHORS FOR SpALEV SEE ELEk1N. �� gs FOR SPACIN j S= 18Y OR 20Y rn EDGE DIST; 1 13/.16' WOOD BUCK rQ •MIN. m IUi= CONCRETE iv s rn °• .,d> ..I I °• iv N In EDGE DIST. 3 KSI MIN.90s .°:. /M14• 11< ly � U 11 ET MS E16 i l I M1J 1 E4 1 i i I• II I I j I l II it I I I 1 f l I I t InII 1 j l I II I 1 1 ..i o m I 1 1 II I I I I!II cv Oi 1 I I 4 m Ri I 1 1 'I• o f tax ° W 2 O o 8 t7 m 1 I 1 ! 32! � jli d vi0 r g it i !! I I I II II 1 I I ! �I II E15 1 I I II I! 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FOR SPACING F x AT HEAD — — — — • o o r '-' - - - - - -� - ` 0 TYPE A- 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) 7SEE < INTO WOOD STRUCTURES Iv 5� a N z c 2" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETEcy I 1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. ^g �g N Opa r'v 00�8 TYPE 'B'- ],/4" DIA. ULTRACON+ BY 'DEWALT' (Fu-164 KSI,Fy-14a KSI) I 0 O HORS DIRECTLY INTO CONCRETE TYPICAL,'ANCHORS j�_____________________-j QtL . SEE ELEV. I I MIAMI-DADS COUNTY APPR'D MULLION I I I g6 2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. I FOR SPACING FOR SPACING I SEE SEPARATE NOA I C TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS I �(------- --- ----- iOR - -- __-- -INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I a STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I rn L . - . — . — .— .— .—. — . — . —.—.—. .— . J • —•— AT SILL — � — — • — • TYPICAL ANCHORS z U TYPE 'B'- •1,/4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KSI,Fy=148 KSI) SEE ELEV. o r+I FOR SPACING N DIRECTLY INTO CONCRETE 1-3/4 MIN. EMBED INTO CONCRETE N a L .- . -.- .- . - .-. - . - .- . -. -. -. � o�M" r ' — — — — — AT JAMBS —•— •—• — — a Z3 TYPE 'A'- ,1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KSI,Fy-148 KSI) 3 z�`c INTO WOOD STRUCTURES I PRODUCT REVISED o m 2" MIN. PENETRATION INTO WOOD Building 1Coo d8 with the Florida W M THRU 1 BY OR 2BY WOOD BUCKS INTO CONC. OR FILLED BLOCK I NOA No. 20-0427.11 1-3/4" MIN. EMBED INTO CONCRETE Expiration Date07/20/2022 1-3/4" MIN, EMBED INTO GROUT FILLED BLOCKS I By Isa"Z I•L4- TYPE 'B'- 1/4" DIA ULTRACON+ BY 'DEWALT' (Fu-164 KSI, Fyr148 KSI) Miami-Dodo Pro act Contra DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS I 8 2" MIN. EMBED INTO CONCRETE o B 2" MIN. EMBED INTO GROUT FILLED BLOCKS I _ TYPE 'C'- 1/4" DIA. TEKs OR SELF DRILLING• SCREWS (GRADE 5 CRS) I d INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WOW. INTO METAL STRUCTURES I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM H o (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE AND TRANSFER THEM TO THE BUILDING STRUCTURE. ALUMINUM: 1/8" THK, MIN. (6063-T5 MIN.) I KSI MIN.) (STEEL IN CONTACT WITH I ALUMINUM6 TO BE PLATED OR PAINTED) 1—.— .—.—. — .— .— .— . — . —. —..— .— . � ANCHOR EDGE DISTANCE ` Pdo.81223 g INTO CONCRETE AND MASONRY = 2-1/2" MIN. (UNLESS SPECIFIED OTHERWISE) INTO WOOD STRUCTURE = 1" MIN. 4 f ® INTO METAL STRUCTURE = 3 4" MIN. '• �••,. BT '• � ng no. O drawi WOOD AT HEAD OR JAMBS SG - 0.55 MIN. '�i'`'rS''••. . ���` 20-12D C-90RGROUT FILLED BLOCKRAT JAMBS f'm =02000 PSI PSIMIN. Sealed:09I11I2020 �r'I��1111 11111``\` sheet 15 of 23 r3 w �40 o N FlX.PANEL MOV. PANEL INTERIOR TRACK EXTERIOR TRACK o PANEL WIDTH METAL OZ y J STRUCTURE F � D.L. PG. � MIS M11 E26 MI6 E70 E11 M13 M4 M8 E73 E26 � a TYPICAL ANCHORS �a A ry U SEE ELEV•.,' s d " FOR SPACING TYPICAL ANCHORS ___ ... SEE ELEV. a,O FOR SPACING O gBan :3 :z e L Z U O a E3 E73 Mts 11 EXTERIOR E6 3 � t8Y OR 2BY PANEL WIDTH S m 1/2'MAX WOOD BUCKS MAX. DOOR FRAME WIDTH 318- MAX. LOAD BEARING LOAD BEARING «c333 SHIMS SHIMS i U J t3 W N K 6 0 O)M O O TYPICAL ANCHORS SEE ELEV. Z MOV. PANEL FIX. PANEL FOR SPACING INTERIOR TRACK EXTERIOR TRACK I Z PRODUCT REVISED TYPICAL ANCHORS M71 O '.n as c, P%41ng with the Florida I u)< SEE ELEV• Building Codor W FOR SPACING NOA-No. 20-0427.11 Expiration Date07/20/2022 —_ — — By e Mlaml-Dade Product Control n•. C _ C i • W y p3 O W LW B O1 Pio EXT. EXT. M18 M75 a o 0 MAX. DOOR FRAME WIDTH '12"MAX. o i LOAD BEARING ..... 1/2"MAX. MAX. DOOR FRAME WIDTH SHIMS `����.vCEN3F' '�� •o c LOAD BEARING SHIMS c�qp N0.61223 � :"Q�'' ST •• � drawing no. 20-12D Sealed:09/11/2020 '''��TII111771\\\\�` sheet 16 of 23 h pI K o M6 0 0 LOCK STILE LOCK STILE O o EXTERIOR TRACK INTERIOR TRACK 1Z. S pa a E6 MS E12 E8 MS E72 .9 _ J v � O a0 O m � oo n U' ' z U � J HOOK STRIP ANCHORS M'j SEE ELLVS. o j FOR SPACING O -3 bi+Z v W N��� HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING W Li ion-m's(3 / C / 2"MIN./ 1/4" DIA. LILTRAGON+ BY 'DEWALT' (Fa=164 KSI,Fy=f as KSI) yOGE DIST. Ef a M4 / DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS _ = r 414 SMS (GRADE 2 CRS) o g _ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD r? 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE � m N Y Ma ET M7 ALUMINUM: 5/32" THK. MIN. (6063—T5 MIN.) PRODUCT REVISED °4 u STEEL: 1/6" THK. MIN. (Fy = 36 KSI MIN.) as wmplying with the Florida > ° $ o (STEEL IN CONTACT WITH AWMINUM TO BE PLATED OR PAINTED) Building Coda \1\illi Iltr/ a. NOA-No. 20.0427.11 g,�- PA� TYPICAL EDGE DISTANCE Expiration Date07/20/2022 ����°, 't10EN8F' /��i� j •e o INTO CONCRETE AND MASONRY = 2" MIN. gy IsT•.Z I-z4, . fV°.81223 n g POCKETED JAMB OPTION INTO WOOD STRUCTURE = 1" MIN. Nllami-Dade ProductControl INTO METAL STRUCTURE = 3/4" MIN. drawing no. POCKET CAVITY THIS BY E.S.WINDOWS PO /i yp•' •••�9 �` 20-12D TO BE REVIEWED BY AW Sealed:09/11/2020 / fftt\\\\\ sheet)7 oT 23 n ISY OR 2BY METAL r, w WOOD BUCK V ¢ STRUCTURES K. A� o(SEE NOTE SHEET 1) 1/8'TH EOCE ISi.. 3 5/8" z (SEE SHEET 15) .MI EDGE 3 5/8" p •� 4 , I,.•). DIST. GiZE DIST. MIN. Z m n z o EDGE• Si. / Q I MIN. I po •ALI '.o 0 •.t..,•, •i ••vn �COL m XZ 1- N W 9 .2 mmpp W ��q E,� m N m t m TYPICAL ANCHORS v N a 00 �C¢l SEE ELEVS. O FOR SPACING_ 912 �3$i O TYPICAL ANCHORS \ TYPICAL ANCHORS S ELEVS. TYPICAL ANCHORS w ----------------- tj& SEE ELS. SEE ELEv5, SEE ELEVS. t� FOR SPACING FOR SPACING FOR SPACING rrMIA -DADE COUNTY APPR•D MULUDN,�I Q ri I,SEE EPARATE NOA 11 LL F �pq (SEE SHEET 15) - J, abo4F � • � J �i PRODUCT REVISED es comp Ins with the Florlda BWldlnB ode HOA-No. 20-0427.11 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS EnplraBon Date07/2012022 SEE ELEV.• SEE ELEV. SEE ELEV. SEE ELEV• FOR SPACING FOR SPACING FOR SPACING FOR SPACING = By WS ?I-Z4"A �w Mlam a e Product Centro © 1/2"MAX 3/8"MAX 3 "in 1/2"MAX, LOAD BEARING LOAD BEARING 0 M n j' LOAD BEARING SHIMSSHIMS SHIMS o Z 3 M WOOD STRU RE d 3 Z L ,a E3A TYPICAL ANCHORS N N .a N N o Li SEE ELEVS. FOR SPACING - - - - u TE �v w cwa ! g O a o EXT. 8 p EXT. ®p •' EXT, e'c EXT. EZA 1/2"MAX. o m ry LOAD BEARING m c SHIMS 1BY OR WOOD BUCK, , < (SEE NOTE SHEET 1) �� ��� o L ::•l:i.Y •:�:::•::Y::'f.•�.'.'. .'::':is •�• i A o •. •.•:ti •_.CONCRETE ko.81223 s n p �} EDGE• :".�•.5/8t:�..••'. 3 K51 MIN. +•®�• •7�'.. S q '�] 'S DIST. MIN. IN 3 TRACK FRAMES %�i`''••.... Ca`�� 20-12D ANCHOR LOCATIONS Sealed:09/11/2020 ���111 (sheet 18 of 23 L, 1SY OR 29Ym STRUCTURES v METAL WOOD SUCK i w 3 1/6"THK of (SEE NOTE SHEET 1) � (SEE SHEET 15) N r 5/$', •.'zO X' a EDGE DISi. 3 5/9. Z m N •'I {g'.S. EDGE DIST. MIN. =Z O a � - TYPICAL ANCHORS m uri �j pq TYPICAL ANCHORS SEE ELEVS. S O CIO y SEE Ems, --FOR SPACING �o N m OTYPICAL ANCHORS ^g y FOR SPACING }u 0 < A SEE ELEVS. Gib rr----_________________ _____�•l 0 !t FOR SPACING ,�- jl MIAMI-DADE COUNTY APPR'D MULLION EDGE NEW. . '• 3 ° •:' II SEE SEPARATE NOA II Q p •a•:MI�I.:a •.$�: ii (SEE SHEET 15) I' &p �o I---------- ------------- ----IJ Q i TYPICAL ANCHORS SEE ELEVS, g FOR SPACING N in PRODUCT REVISED as complying with the Florida TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Bulldln Code SEE ELEV. SEE ELEV. SEE ELEV. SEE ELEV. z U NOA-No. 20.0427.11 FOR SPACING FOR SPACING LFOR SPACING FOR SPACING = J w Expiration Dato07/2012022 1/2'MAX. 1/2'kw. 3/8'MAX. W -N LOAD BEARING LOAD SEARING LOAD BEARING 3 By ISI«7 I•Lb,n1. © SHIMS SHIMS SHIMS O a M Mlam Datle Product Contro o Z a'e• • 3 z PS WOOD 67RU TORE O-.. I 0 E9 WMg ESS \z ur�J N N N N 0 O u N TYPICAL ANCHORS '" c •�• m SEE ELVS. 55�� © FOR SPACING E3 Gi Lim ry Et0 EXT. p(T, EXT. EM. •� $ 111111 IIIrTr �' < 1/2'MAX. iSY OR 28Y ♦♦.1 �� � '�i,� LOAD BEARING WOOD BUCK ::.. SHIMS (SEE NOTE SHEEP 1) �`��'�'•'VCSNBAc ��� 1 t I•. :;.' :•.. ..� ,..CONCRETE =1r7� ;*� .. • EDGE •••S'7/16'MIN.. 3 KSI MIN. C: v N DIST. ��®•' ERA D .�� � drowing9 no. 4 TRACK FRAMES '.,�'�''•.... • 'C��°♦ 20-12D ANCHOR LOCATIONS Sealed:09/11/2020 '���® �.♦` ' '�rrttt i11111�1 ahaet 1 9 of 23 L: yi C (��NvITEM$ PART IIIREAD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKSE1 ES-EL400-001 1 FRAME HERO (2 TRACK) 6063-T6 - E1A ES-EL400-201 AS REQD. FRAME HEAD(3 TRACK) 6063-Tfi - g of E1B ES-EL40D-205 AS READ. FRAME HEAD(4 TRACK) 6063-T6 - o g EZ ES-EL400-002 1 FRAME SILL(2 TRACK) 6063-T6 - E2A ES-EL400-202 AS READ. FRAME SILL(3 TRACK) 6063-T6 - g fp E2B ES-EL400-206 AS REDD. I FRAME SILL(4 TRACK) 6063-TG - E3 ES-EL400-003 2 FRAME JAMB(2 TRACK) 6063-T8 - CWII C E3A ES41.400-203 AS READ. FRAME JAMB(3 TRACK) 0063-TO - (]C E39 ES-EL400-207 AS REDD. FRAME JAMB(4 TRACK) 8G83-Tfi - v E4 ES-EL400-004 1/PANEL TOP FAIL(INSUL LAM.GLASS) 6063-T6 e00{ucy QQQ E5 ES-EL400-005 1/PANEL BOTTOM RAIL(INSUL LAM.GLASS) 6063-TB - O 1 FO e E6 ES-EL400-006 AS REOO. JAMB STILE(INSUL LAM.GLASS) 6063-T6 - do !y C ES ES-EL400-009 1/PANEL TOP RAIL(LAM.GLASS) 6063-T6 E9 ES-EL400-010 l/PANEL BOTTOM RAIL(LAM.GLASS) 6063-TG E1 O ES-EL400-011 AS REDD. JAMB STILE(LAM,GLASS) 6063-T6 Ell ES-EL400-030 AS READ. INTERLOCK STILE(LAM, GLASS) 6063-176 E11A ES-EL400-031 AS REDD. INTERLOCK STILE(INSUL LAM.GLASS) 6063-T6 - E12 ES-EL400-028 AS READ. ASTRAGAL STILE(LAM.CLASS) 6063-T6 E12A ES-EL400-029 AS READ. ASTRAGAL STILE(INSUL LAM. GLASS) 6063-Ts - E13 ES-"O-014 AS REDD. JAMB COVER GD53-175 - E14 E5-EL400-015 AS READ. POCKET JAMB 6063-T6 - PRODUCT REVISED Ba comp E15 ES-EL.400-016 AS REDD. SILL TRACK 6063-TG - lylt�g with the Florida Building node � E16 ES-B.400-017 AS REDD. HEAD COVER 6063-T5 - NDA-No. 20.0427.1 1 � J E77 ES-SCD2020-007 AS RED Expiration DatoO7/20/2022 D. SILL RISER 6063-TB - z E18 ES-EL400-020 AS REDD. FIXED PANEL BOTTOM GUIDE 6063-T6 - By Iiw•Z 1•41h�nk N J E26 ES-6011 AS REDD. SCREW COVER 6063-T6 - Miami-Da a Product Control O cn N Ml ES-EL400-G01 4/PANEL GLAZING GASKET(LAM.CLASS) SILICONE DUROMETER 7033 SHORE A o O a M M2 ES-EL400-GO2 4/PANEL GLAZING GASKET(INSUL.LAM.GLASS) SILICONE OUROMETER 70*3 SHORE A I Z i6 M3 ES2020-G04 AS READ. INTERLOCK BUMPER PVC DUROMETEft 80t5 SHORED v z n M4 W33271NK AS REDD. PILE W'STRIPPING(INTERLOCK) WOOL L In M5 W33181NK AS REDD. PILE W'STRIPPING WOOL - w Li M M6 PSOI-0014 AS READ. DOOR HANDLE DIE CAST ALUM TWO POINT HANDLE OCK• M7 PSO1-1015 AS READ. STRIKE FOR MORTISE LOCK ST.STEEL SURFACE MOUNT METALLIC HANDLE AT 44' FROM BOTTOM Me P501-1038 AS REDD, MORTISE 2 POINT LOCK S7.STEEL - FASTENED TO LOCK STILE TH M9 GT-R34/3-01-A 2/PANEL ROLLER ASSEMBLY ZAMAK - (2) #8 X 1/2"FH SMS M2 M10 6B44.1 AS REDD. BUMPER ALUM/NYLON SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK M11 ES-EL400-FPI SL AS REDD. FIX.PANEL BOTTOM o%.PANEL CUP ST.STEEL - FASTENED TO LOCK STILE WITH M12 #8 X 3/4" AS REDO. KEEPER FASTENERS ST. STEEL P.H. SMS (2) #10 X 1" FH SMS 6 M13 #10 X 1-1/4' AS REDD. PANEL ASSEMBLY FASTENERS Sr.STEEL P.H.SMS SURFACE MOUNT METALLIC KEEPER AT 44'FROM BOTTOM M14 #10%1-1/2" AS REDD. FRAME ASSEMBLY FASTENERS St. STEEL P,H, SMS FASTENED TO FRAME JAMB AND ASTRAGAL STILE WITH MIS #6 X 3/8' AS REQD. FIX,PANEL CLIP FASTENERS ST.STEEL P,H.SMS (3) #B X 3/4"PH SMS i2 M18 #8 X 1/2' AS REQD. FIX. PANEL CLIP FASTENERS ST.STEEL F,H.SMS � m MIS X 1/2" AS REQD. ROLLER FASTENERS ST.STEEL P.H.SMS a$ MIS #10 X 1" AS REQD. LOCK INSTALLATION FASTENERS ST.STEEL F.H.SMS M20 #8 X 1/2' AS REQD. HANDLE INSTALLATION FASTENERS Sr.STEEL F.M.SMS % kc �,��•••k•IEBI r - No.81223 I n SEALANT: �® tiT �• � drawing no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 20-12D WHITE/ALUMINUM COLORED SILICONE. Sealed:09111/2020 ''A��il/l I{{{ ``` sheet 20ofp3 4.575 �I � 5.686 7.496 � �- .062 �- .070 .743 1.151 _ 1.15l1 1.151 r Z Z'S E1 FRAME HEAD (2 TRACK) E1A FRAME HEAD (3 TRACK) E1B FRAME HEAD (4 TRACK) a Q W a .062 a 2.000 .062 2.000 •070 2.000 6 i F1 4.782 5.894--W M--- 7.704 ---J E2 FRAME SILL (2 TRACK) E2A FRAME SILL (3 TRACK) E28 FRAME SILL (4 TRACK) �I 1.380 1.380 0 a 1.380 - .072 .062 CD Z J� � J 4585 FT 31.715 Lj 5,686 5.525 7,496 7.335 Q-M'j .072 Zee 082 PRODUCT REVISED vi� as complying with the Florida 41 M .072 Building Code Non-No.- 20-0427.11 Expiration DateO7/20/2022 By Isi«y l•Lb++J. � E3 E3A E3B Mlam a e Produc Contra FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) FRAME JAMB (4 TRACK) o gg 062 chi II m g 1.745 1.732 c L 433 ° 2.750 VCENBF E14 POCKET JAMB No.81223 o n =•Oi � v e � 3 ��®' 8T '• � drawing no. ' ° • 'co 20-12D Sealed:09/11/2020 ```` sheet 21 of 23 L HMV t� 3 1.340 �I 1.340 I� F�-1.875-�{ r.189 )^�'1.875��•169 1 .929 Z N 2.686 .062 2.686 .062 I .062 .062 052 Q q 3.509 -T 3.509 T .480 Q q 2 II 1.905 1.340 1.905 1.340GLAZING S .8661� �� ul GL(SIN GLASS ._. eft PANEL TOP RAIL PANEL TOP RAIL I 125 .125 8 x (LAM,GLASS) E4 (INSUL LAM.CLASS) I�-3.422 3.422 1.340 vY SO - �{666 4 6 I ASTRAGAL STILE ASTRAGAL STILE h+ •L-- E12 (LAM.GLASS) 1 (INSUL LAM.GLASS) •972 d 2.093 .062 2.99� .062 .040 ,082 1.075 a 2.118 2.118 .711 .281 I{. O GLAZING GASKET _Ir m0 i �- INSUL LAM. GLASS .612 J-3. J w .711 1.340 1,340 .275 MATERIAL- SIUCONE c m - HARDNESS -70±3 PANEL BOTTM RAIL PANEL BOTTM RAIL Ets HEAD COVER TENSILE STRENGTH + 1139 PSI ELONGATION AT BREAK a 235X fn N E9 (LAM.GLASS) E5 (INSUL.LAM.GLASS) E16 TRACK INSERT TEAR STRENGTH m 107 Lb/IN 243 BRRTLENESS TEMPERATURE_-40'F t� 2.826 2.926-�{I 863 COMPRESSION SET 12.5%(22h0217F) i tJ .08� '062 I J 1 -7 .441 ,050 O M I 1.490 0 1,490 0 .087 N o Z n 2.051 2.031 3 Z E18FIX. PANEL BOTTOM GUIDE E13 JAMB COVER -�i PRODUCT REVISED '� vi Ln C3 Eto PANEL JAMB STILE E6 PANEL JAMB STILE as comp)yin with tho Florida (,n LLI n (LAM.GLASS) (INSUL LAM. GLASS) eaiiaing Code .267•-� -i Noa-wo. 20 120/2 2 �2.750 �2.750 -�1-• Y .203 ,203 040 •771 Expiration Date07/20/2022 Dy I t�•�I.L6+,�. r 062 Miam Dado Protluet Contra 1 o� 1.340 .062 1.888 1.340 1.886 _ E2s SCREW COVER U .240 .240 v$ 1.622 1.622 INTERLOCK STILE INTERLOCK STILE 6; E11 �(LAM. CLASS) 11 (INSUL.LAM,CLASS) o o .500 1 1L11Lil llliii�� •� 3,063 I - Mo.89223 1.742 ' :"®•• 8f ���j: $dTnwing 9r�no. .062 Ef7 SILL RISER Sealed:09/11/2020 ��irS® •L1����` sheet22ot23 1111111/ V 7�1 � I �i 0 N 1 Z / y 4� �jas /• M t 4 ` a�y yyyGIII O 91-0 FRAME TOP CORNER o 2 TRACK FRAMES(SHOWN) c e 3 TRACK FRAMES(SIMILAR)WITH (1)ADDL FASTENER - 4 TRACK FRAMES(SIMILAR)WITH(2)ADDL FASTENERS PANEL TOP/BOTTOM CORNER LAM.GLASS RAIL&STILE(SHOWN) PRODUCT REVISED z U as comp) n with the Florida INSUL LAM.CLASS RAIL&STILE(SIMILAR) J Non g � o J Lj -No. 20-0427.11 N Expiration gate07/20/2022 04 n;� gy 1s�Z I•Lb+nA o_ ❑ n Mlaml-Dade—...duct Contto 1 3 z OF M14 �XF (n to 1 T • � W In g�" /• o(C / v o c tl N °o R S `t1111111111/�� �oc< �%`��L FA�?, I o Ift 81223 '.• a' n FRAME BOTTOM CORNER 2 TRACK FRAMES(SHOWN) ,..• e' 0 9 0 5 3 TRACK FRAMES SIMILAR WITH 1 NE ADDL. FASTER 8T drawIn no. 4 TRACK FRAMES(SIMILAR)WITH(2)ADDL FASTENERS �0 •• G``�� 20-12D Sealed:09/11/2020 '/'$��lIIlltlll �� sheet23of23 MIAMMI-DADE RTMOO AA�. RECqWrY M -PRODUCT CONTROL SECTION 0a DEP GULATORY AND ECONOMC!RESOURCES hi"fl L C Azi,,,4 26..StrPet,-R om'209 . , ARTMMNT OF RE (GIV-111 BOARD AND CODE ADNWIS D (CC -31-5=25 0 F,(786)3 154599 _ TRATION,DIVISION )ST. LUC,%NRE mjnmidade.,20YLe� NOTICE-OF ACCEPTANCE-(NOA-) -ES Windows,LLC" 3550 NW.49!h Street 141. FILE Copy This NOA is being,'issued.under,the�applicable.rules.aTid,.re.gulations:ggyeming,.the. use,of;construction. ziaterfalg.,The documentation submitted_.has,­been reviewed and accepted by Miami-Dade;County RER­ .1be use de Countv a j t6duct Control Section to used in and other areas*liete allowed by the'Authority Having Jurisdiction(AIjf). This NOA.shall-not bevalid 4fler-the p'Xpiration.dat6-stated:below.."The Miami DWW' COilfity Tf Control.0 Section Miami-Dade zCounty)-and/or the:A PJ� `(in areas.other-tharlNnarui'Dade:-.County)':reserve-the right to-havbi this -prcidt!dt or in. al tested for quality assurance:pUrpos product material fails,to ateri y assurari­ _.eP.,If;this or. . perform in the accepted manner,the;manufacturer will incur the expense of such testing 9 and the A1UJh4V immediately'-ie"Ook 6diff suspend the use:of,such,-product or nlatpd, dioti qm, . y,�ot al within' thei�rjufi§ 6h-. RER reserves-the:right:to,revoke this acceptance,. .if it.isl determined by Nffimi=.Dade.County-Product Control Section that product or material f to meet the requirements'-difie applicable building-co&-. Ibis .. ­ - .11 . . . n - -- comply­ :--with ]�,big:,ppduct,is`approved. described herein, and-has been-designed to ding: C. ddj.nclu.d1ng.t, .e- gh IE' h Velocity Hurricane Zone. .'DES-CRIP-TION:—Ser'xes-ITIE;-100"A Si luminum ngle Hung Window-L.;M.I. AprpwvAt 1)6CUXl[ENT--:-D-raW'wngNo:W-16L57- ,titled'TS-EL100 Alum.,Single Huti,&,Wdw.-7113116, with revision. Aatb �atooq sheets I through .10 of, a W./26.11 epd-ked by Al-r. jQ,:.datdd' 0 Corporation, signed and.scaled by Avad Abinad, P.E., bearing,th NE de:QduntyTr6d et Control - _p, amim-DA Revision stamp with the Notice of Acceptance number'and expiration date.by the Miami.-Dade County 'Product Control 9ection.. NMSSMENPACrRA:!ENG..''Large-and 8ii,iiiiMissile"lrnpket Resistant­,1!- LABEL-ING. Each unit -shall bear"' a permanent label with the manufacturer'. name;e. or logo, .BAFAANQTj-ILLA, C OLOAMIA S.A.,-series, and-f6llowing statement:- Whaini-:Dade County Product: ,Coutol'Approved';;unless otheriwise rioted herein, RENEWAL,of s'NOA shall:be considered after ar&ne*al application-has been'.'ffi- i -and_there hasbeen no change in the'applicable;'b:ailding code.ne_gati-vely affecting the performance.of this product. of this NOA will q-ccur after'Iffie-,-exp#-A#oq-datelor if there has.-.bietn a revision:or-change ih.1he m aterjajs,use, an d/or anq kp�bftheprud t Misupd.of tW NOAa 'an endorsement ; Tn ­ of any produc�,for;sales, advertising or any other purposes shall automatically tprminate,this NOA. Failure, to comply with.anyzection of this.-NOA shall because for termination;and removal of NOA. ADVERT- ISEA­ffNT-. The NOA number preceded: by the words Miarni-Dade County,. Florida, -and. - 'followed'by-the pxpiiati6ri,datejay be displayed in advertising lite�#dre IfAny portion;of the is displayed,then it,shall be done in its:entirely. N$PECTIOX.- -A copy of this entire NOA shall be provided to. the user by the. manufacturer or its distributors and'shall be,',rvailableftit'ihspection dttejo.b.4itd-at the request of the Building Official. This NOA T:0Yiks.N0A#16-05141. 2, and, consists of this page Land aence.,pjageqE I' E-2 and]3-3,.ds Well as approval documentmentioaed,above. The submitted documentation Wag.Tevieweid by:Jorge M.Flasencia,P.E. NOA'No.174114.0-7 A I Xpi" 'i" -b' -2022 OOLOE COUIW X tra.tiou atp;'-May 04, lisp 18,2018, -ApprovalDate 'Jiknuary Pagel James Drago, �j Digitally signed by James !�DTago,Architect AR0009780 ,APPROVED Architect ate:,'2021.04.13 14:53:35 AR0009780 -04'00' ES-Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 416-0510.22 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W16-57,titled"ES-EL100 Alum Single Hung Wdw. (L_ I)", sheets 1 through 10 of 10,dated 07/13116,with revision A dated 04/21/17,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window, prepared by Blackwater Testing, Inc., Test Report No. BT ESW-17-018, dated 03/31/17, signed and sealed by Constantin Bortes,P.E. 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)Forced Entry Test,Test per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Architectural Testing,Inc.,Test Reports No. F9504.01-450-18,dated 04/06/17 and revised on 04/25/17,signed and sealed by Justin - P.McDonald,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014), dated 04/12/17 and revised on 04/21/17, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). orge M.Plasencia,P.E. Prod et Cogtrol 1Jnft Supervisor NOA No.17-1114.07 Expiration Date: May 04,2022 Approval Date: January 18,2018 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATF UAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc,for their "Trosifol®Ultraclear,Clear,and Color PVB GIass Interlayer"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kararay America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex YIP Composite Glass Interlayers with PET Core'dated 06/19/14,expiring on 11/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saf Tex TIP Clear or Color Glass Interlayers"dated 06/19114,•expiring on 04/14/18, F. STATEMENTS 1. Statement letter of conformance, complying with FBC P Edition (2014), and of no financial interest,dated April 6,2017,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTBERS 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (Cl Energia Solar SA)and by Evelyn Daes (ES Windows). 2. Test proposal 016-0651-B,approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W16-57,titled`TS-EL100 Alum Single Hung Wdw. (L.M.I)", sheets 1 through 10 of 10,dated 07/13116,with revision B dated 09/26/17,prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P-E. B. TESTS 1. None. C. CALCULATIONS 1. None. orge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No.17-1114.07 Expiration Date: May 04,2022 Approval Date: January 18,2018 E-2 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUAM Y ASSURANCE . 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0868.02 issued to Kuraray America,Inc.for their "SentryGWO(Clear and White)Interiayer" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No.17-0712.03 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex BY Composite Glass Interlayers with PET Core"dated 09/07/17,expiring on 12/11/18. 3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company(NIA) for their"Saflex HP Clear or Color Glass Interlayers"dated 09/07/17,expiring on 04/14118. F. STATEMENTS I. Statement letter of conformance to FBC 51 Edition (2014) and FBC 61 Edition (2017), dated 09/25/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. This NOA revises NOA#16-0510.22,expiring on 05/04/2022 ge M.Plasencia,P.E. Produ Control Unit Supervisor NOA No. 17-1114.07 Expiration Date: May 04,2022 Approval Date: January 18,2018 E—� . _ I 1/8'TEMP.GLASS 1/8'TEMP:GLASS �] ' 1 3/8'AIR SPACE 5/16'AIR SPACE �4" 1/8"HEAT STREN'D.,GLASS 1/8'HEAT'STREN'D.GLASS 1/8"HEAT SIREN'D.:GLASS 1/8"HEAT STREN'D.GLASS m 3 090'-intedayer 090'tntedayer .090'.Intedayer' 090'Intedayer Trosifol PVB Trosifol PVB Trosifoi PVB 'Trosifcl•PVB m y By'KUroroy America,Inc.' 8y'lwraray America,Inc.' By Kuraray Americo„Inc.' ey Kuraray Ariienca.Ina" S Fi 2 OR R. OR OR 9 O, Tp` V OBO"Intedayer O9G- Intedoyu 090'Intedayer 090 Intedayer o gj SerdTyGlas SOTtkTyGlas SentryGlas 'SentryGlos' .BOyR'Kuraroymerica,, nc.A I ' OR 'Kuraroy America,Inc.'- By OR America,.Inc.' ByR. Kuraray America,_Inc.' � 090"Intedayer 090' Intedayer• 090'Intedayer OSO'Intedayer 0 t.h ti • .'Sa r'A flax Clear,And Glass Sarlex Clear. lear And:'Color Glass. Saflex Clear And Color Glass' Soflex Clear'And'Color Glass 0 o'.uT Tel OR'Eastman.Chomlcol Co. B'Eastman:Chemical.Co.' O'Eastman Chemical:Co.' 6R'Eastman.Cheecal Co:` dm� 075'Intedoyer 075'Intericyer 075"Intedayer 075'Intedayer Q a.� ' :Saflax;OP With PET Care `Sofiex.CP With PET-Core Saflez'CP With PET Cora Saftex CP With.PET tore; y:N By'Eostmen•Cherclical Co' W fEestrnah'Chem cal Co.' - 'By'Eastman Chemfeal Co. .By;Eastman Chemlcel Co;' a:Z 2 N� U. m. 1%e'HEAT'STREN'0,GLASS. 1/4'HEAT�SiREN'D,•CUSS 1/e''HEAT STAEN'D:'.GLASS' 1/4'HEAT':SiRFN'0..GLASS' U.�o SNCONE I SILICONE., SILICONE SILICONE DOW'CORNING'795 DOW CORNING 795' pp.. DOW CORNING 795 DOW CORNING 795, Q F DOW'CORMNG'983 DOW CORNING 9B3 tF'C' DOW CORNING 983 C DOW'CORNIND 983 as DOW'CORNING 2400, m DOWN CORNING 2400 m - DOW CORNING 2400' m DOW.CORN NO 2400 . .. .(HOT MELT) I (HOT MELT): ' s; (HOT'MELT) I ,I (HOT.MELT). J li II li �: Ill 13 m 3 p � 0 1 . •, o El M3 AT 1/4,POINTS ON•t1TES Y3 AT 1/4 POINTS ON UTES I AT 1/4 POINTS' M4 AT 1/4 POINTS J WIDER THAN'36'ONLY WIDER THAN 36,ONLY .ALL SIZES ALL SIZES z 4 'GLASS TYPE' 1 GLASS.TYPE•12, GLASS TYPE"ti'. GLASS TYPE '2i• 3 m , GVEILILL L441 LASS `• 7/16"OVERALL LAM.GLASS 7/6'OYERALL INSUL LAM.GLASS 7/8'OVERALL INSUL LAM.GLASS 0'q�'M�. o z� ES-ELl'00 -� GLAZING OPTIONS d 3 zo ALUMINiIM SINGLE FILING WINDOW ,N .N 0 SEE.SHEETS 2'AND:3.FOR DESIGN'LOAD CAPACITY,, LLl. rl APPROVAL.APPLIES TO SINGLE UN[M,OR SIDE BY-SIDE. Jie" & 9,1Q" SPA6E CONs1STDaG OF: COMBINATIONS OF S;H/S.H. OR SINGLE,HUNG WITH OTHER SPACER: WINDOW"TYPES IN,-MODULES OF TWO OR MORE-WINDOWS USING HEUW. LOW PROFILE ALUMINUM-SPACER• MIAM1-DADE COUNTY APPROVED;MULLIONS IN DETWEEN. BY LINGERMANN GMBHi LOWER DESIGN PRESSURE FROM.'WINDOWS OR MULLION APPROVAL AROUND THE PERIMETER OF THE'.`GLASS., c . WILL APPLY TO;ENTIRE SYSTEM. PERIMETER'SEALANT.' SILICONE •° R THIS PRODUCT HAS BEEN DESIGNED AND TESTED T0.COMPLY WTTH.THE DOW CORNING 791 E REQUIR1.NENTS�OF'THE 2014�(67H EDITION)/2017(5114 EDITION) FLORIDA GE 20QO. BUILDING CODE•INCLUDING HIGH VEIACDY HURRICANE ZONE-(HVHZZ iBY OR 29Y WOOD BUCKS&BUCK FASTENERS BY OTHERS,MUST BE, DESIGNED ANDINSTALLED ADEQUATELY?O.TRANSFER APPLIED PRODUCT LOADS - „I •TO THE BUILDING'STRUCTURE - o ANCHORS SHALL BE.CORROSION RESISTANT, SPACED.AS SHOWN ON DETAILS o` 0AND'INSTALLED.PER'MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT'TO BASE mot o A A LOAD DURATION'INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. t1�I I A�J��'/' m •_ ALL:SHIMS TO BE HIGH IMPACT,.NON-METALLIC AND NON-COMPRESSIBLE `���• sF•'• > r>a B o: PRODUCT REVISED WATERIAS INCLUDING.BUT NOT LIMITED:TO STEEL/METAL SCREWS,THAT as c6ruPlyi�9 with the Florida OSY1 T '� COME INTO CONTACT WITH OTHER DISSIMILAR.MATERIALS'SHALL MEET'THE Building Code •• s. REQUIREMENTS.OF THE 2014/2017:FLORIDA BLDG-.CODE'&ADOPTED:STANDARD& IiOA-He.. 17-f11"7 THIS PRODUCT APPROVAL IS-GENERIC AND'DOES NOT PROVIDE INFORMATION, Ex'pirationDote OS/04/2022 •� FOR A SITE SPECIFIC PROJECT,I. �UFESAFETY OF THIS PRODUCT,'AOEgUACY ��p ATE OF �Qfj drawing OF STRUCNRE;RECENMG THIS'PRODUCT-AND SEALINGAROUND OPENING FOR �� WATER INFILTRATION RESISTANCE ETC: THESE WINDOWS:ARE,RAT'tD FOR,'IARGE&SMALL.MISSILE.IMPACT. M ami-Dad Product control s �R. \ w�6 57 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED'.SEPARATELY,. SHUTTERS.ARE NOT REQUIRED: AND TO BE REVIEWED BY BUILDING OFFICIAL 119}II f1111 sheet 1'of10 r 53;�1/8' 53 1/8"' - 53,1/8' + WINDOW'WIDTH WINDOW WIDTH' - WINDOW WIO1H � � 47'1/2' D,LO:.,CRA.LIM ro 3 -FALSE MUNRNS: 147 Z m ti .(8l1RFACE MP.UED) MAX... z 6'MAX. MAY'RE USED' 8'MAX. .�..MAX. Tt zd HEAD_ - - 21'MAX ,21•MAXI HEAD/SILL' .HEAD F iu CORNERS.. 4� " HFAD CORNERS. .6 HEAD CORNER$ . ot O o W. lI B ii Fz. 8 Fr it D� ill Q..�z _ ✓ 3 II. /. R .. Z / N°m c��"�.c�.rn•N :in� �. ...E.. II'5 C mG7 C. mt`i C MAX 1 z So a vi D.LO,(YEM). Z;3 � $ - VENT y/I.DTH. AVlIDTH YENT WIDTH o- �to .TYPICAL ELEVATION, 'TYPICAL ELEVATION TYPICAL ELEVATION. M .EQUAL UIES EQUAL lFrES EQUAL LME FLANGE FRAMES' RANGEFRAMES WRW-FLUSH ADAPTER FLANGE FRAMES-WITH FIN ADAPTER � I MAXIMUMr;DESIGN-LOAD RATING + 60 0 PSF ;(FOR SIZES SHOWN AaOVE OR SIAsiLER),,. SD O PSF, o F MAXIMUM�`DESIGN,LOAD RATING i`8D.0 PSF ` kFOR 692£S SHDWN.A9oYE DR SIiJSLER),� ,BO,O PSF . . 'ffi RISEeFRA34s'=SILL FOR ALTERNATE SRE.UIJffS MAX.,FRAME AREA OF WINDOW S 3a NOT TO'EXDEm Tm=FFAME AREA OF 28.04 SO,Fr.OR 53-4/8'.WIDTH- ````lllltUli1/7//f'r, ro / PRODUCT REVISED_ a as eaorp:CCoodde lying with the Flo No.?0582 Nop,Suild.m17-1174�07 GLASS CAPACITIES ON THIS SHEET ARE Expiration Dab /04/2022 �y STATE OF :drawing poq BASED ON ASTM,E1300 09 (3 SEC GUSTS) sX �' '� A oRt�P R W16-57, AND FLORIDA BUILDING COMMISSION' Mia ad roduet control S° G�+` ; DECLARATORY'STATEMENT DCA05-DEC-219 .. IfY.11lln sheet 2 of 10 Ire .7' 53 1/8' 93 7/8' 53 1/8- U WINDOW WIDTH WINDOW WIDTH MNDOW WIDTH �4 ' 47 1/2' m L D.L.O. _ - 3D.L.O.. (FIX. LITE) (SURFA E APPLIED) MAX Q k 'y 8-MAX MAY BE USED G.MAX. 8'MAX HEAD (,1 CORNERS 4 2 HEAD CORNERSHEAD g 2 HFAD CORNERS Rtip Qr If _j I I I' m II jj z�pQyf 1d�r n 3c d v==��=8=_��_= n o3 8 � •�_��e===�i�==' �4i Oi� F ' A SSS �? C3 C" '% li •% �I II % 11 z n = -j J + ��� 9 ��� 7 MAX. m3�� � tn�N•- ' 47 1/2' t0 � O W M n D.L.O.CAND ❑'�M SO 1/8• 5D 1/8' 50 1/8• S 3 Z a VENT WIDTH VENT WIDTH VENT`WIDTH t3 N� TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION �')ME4 UNEQUAL LTTES (ORIEL TYPE) UNEQUAL LITO (ORIEL.TYPE) UNEQUAL LITES(ORIEL TYPE) FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH F1N ADAPTER MAXIMUM DESIGN-LOAD RATING —+ 60.0 PSF (FOR 5ZES SHOWN ABOVE OR SMAL M — 80.0 PSF W STD. FRAME SILL 8$ MAXIMUM DESIGN LOAD RATING + 80.0 PSF o (FOR SIZES 94M ABOVE OR SMALLER) - 80.0 PSF '} HI-R= FRAME SILL c n=a 0 g OPERATING VENTS CAN fM 1/2 TO 1/3 OF WINDOW HEIGHT a $ LINE.D.L.OP(.FOR FOIE•D LITE NOT TO EXCEED 15.7 SQ.FT. `1 LLl ll FOR ALTERNATE SIZE UNITS MAX FRAME AREA OF WINDOW / T NOT 70 IXC®TE$TED FRAME AREA OF 28.04 SQ.FT,-OR 53-1/8'WIDTH. PRODUCT `� ��.• �•.,• �i� � 1 as Wnpryh vjM 1b.FRUVISE!lorida B I n Cod° - a NOTE NCIA-No. 17-1114.07 - GLASS CAPACITIES ON THIS SHEET ARE F-Pluitlon Date 05704/2022 ��D'•. OF .' drawing na. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION R1i roduct trtr �� "oR�OP,.-t � W16-57 DECLARATORY STATEMENT DCAOS—DEC-219 AAA��T L11L ahedt 3°f 0 19Y TYPICAL ANCHORS x . WOOD BUCK 'EE ELEV. st 2 _ FOR SPACNG EWE DIST. EDGE DISr.3 d:' •' r R '' "• METAL I I—MIAMI—DARE COUNTY APPROVED I� '' •jd a' •^'d• ... EDGE STRUCTUREI MULLION h MULLION ANCHORS j 3 �- ,a %� ! •r e• y o 16 DIST. I I SEE SEPARATE NOA II I z q 7d u•Y c EDGE DIST, El Lj O � I M2285 L 'TYPICAL ANCHORS TYPICAL ANCHORS rA�NCIHOMRS O" g M20 SEE E1.EV. SEE ELEV. . 0 IV FOR SPACING FOR SPACING FOR SPACING13 a M1s WOOD BUCKS AND METAL STRUCTURE NOT BY ES.,WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. tiiTsEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING Wi = 1-3/8'X 1/4'WEEPHOLFS AT 4' FROM EACH END 1/4"DIA. ULTRACON BY'EILO' (Fu.In KSI,Fi=155 KSI) , Mtt OOP IONIC.TO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) O Eg MB THRU 1BY BUCKS INTO CONC. OR BLOCKS = C) B 1-1/4' MIN. EMBED INTO CONCRETE(HEAD/JAMBS) 1-1/4' MIN, EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS I.1 Es 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) O yO1 n N g l II 1-1/4' MIN, EMBED INTO BLOCKS (JAMBS) Z 1/4"DIA 7EKS OR SEiF DRIWNG SCREWS (GRADE 5 CRS) d z INTO MIAMI—DADE COUNTY APPROVED MULLIONS 0 OR f Ld Ij INTO METAL STRUCTURES (HEAD/JAMBS) c (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE kk x ALUMINUM: 1/8'THK. MIN. (6063-75 MIN.) 6 Iq7 STEEL' 1/8"THK. MIN. (Fy = 36 XSI MIN.) W �I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w ji I Mg TYPICAL EDGE DISTANCE C Ms , INTO CONCRETE AND MASONRY= 2-1/2" MIN. o B + I MtD INTO WOOD STRUCTURE— 1"MIN. � 10 j INTO METAL STRUCTURE= 3/4' MIN. am Ids F8 I M3 WOOD AT HEAD,SILL OR JAMBS SG DSS MIN. CONORETE AT HEAD,SUL OR JAMBS ro= 3000 PSI MIN. an © MB M22 0-90 HOLLOW/FILLED BLOCK AT JAMBS ern='2000 P51 MIN. — j M76 M28 °'a�S MO f3 \v=i ``;tt II II r1j lu c<m , M12 ......... a PRODUCT REVISED A. as a'd ns oamplrinn WHIZ,tho Florida No.705l12 li NOa. 017-1114.07 ,i;• ,:e,•. '•,A4 'a' r• r' .r ExptraUm Date 05 12022 •0 ' °' a :O•'' B'TATE OF � drawing no. ,,A ..,•9'.. '� .';Wt 16Y RY 1 -.;h.ORIDM`..' ��� �l WOOD BUCK Mal t wm� ��� W 16-57 1 q�r/oNAL t�` sheet 4 oi10 j i t� ! D u 1 o Cam 1/SHIN MIS Es N18 M9 M11 M19 1A7 23 M72 1 MAX SHIMS a a M75 M13 TYPICAL ANCHORS—SEE ELEV. m FOR SPACING LL o vt d 1,.1/4, 03 cof igy� v' MWAI-DADS COUNTY C • - AW RINFD MULLION SEE SEPARATE!•�A� Q 6 • a � ii it EXTERIOR M25 1 z E4 E:14 O.L OPG. 11 ,•,; _______ !I 11 - - : lay —_ ___ .® 11 1 -- WINDOW WIDTH WOOD BUCKS -- { 1 p 3 SEE CAL ELEV.CHOR9 I I 11 ca FOR SPACING L J TYPICAL ANCHORSSEE FOR SSP CIHO OWINDOW WOO WINDOW WIDTH 0 z ii M13 NB E7 M9 MB . SHIMSftS •i, 9' 4,• Y•. TEE EIEVL ANCHORS . M22 ••a: SEE a .a a•�.i•y FOR SPACING 8 ;. TYPICAL ANCHORS '�. . ..::`•'• o SEE FIi FOR SPACINWG ® ___ - _ - ___-_______=o-— _ ;1 1% T'•i' �g d mg i tla SCREEN o °I A 1 .''o.'• a< EXTERIOR ;•d,H• `�����V"'�. ��i�� m 1E>Y n PRODUCT REVISED WOOD 6 SIR BUCKS RE Ei E14 a aBuilding s eomplylt�g with the Florida WINDOW WIDTHNoa xo,GGoodd�47.1114.07 pxpinMlon Qa /04/ZD'12 � � 6TATEOF •,�y�` dmwing9 nn. M otlaet Contro i" Tyr EDGE METAL MIAMI-ME COUNTY APPROVED fO MULLION&MULLION ANCHORS 3 N EDCE DIST. y�RUCTURE SEE SEPARATE NOW z b I EDGE DIS7. i^4¢< (py Ia _o fY rw U IL El 9 \ E15 ` EIS O NZ1 Y21 921 TYPICAL ANCHORS r&=L.ANCHORS TYPICAL AN g g SEE EUEV. GG1I a FOR p E'LEN'VG. FOR SPACCjNG FOR SPACING L 2�O � a Lq = 1/4'MAX. M"n o SHIMS E75 O 0't M I FPC, ALT. $ Z 3�7 E7 T'PICAL ANCHORS d Z SEE E1JN6 I LO FOR 9PACINO LaLon U21 ' �7 1/4•-, �g o -4 © M21 ! WINDQW WIDTH • m° ALT. 0 AII$ H LUSH AD .. .i � 1P,.•' �ENBE �i .� r SEE SHEETS 4&5 FOR WINDOW DETAILS PRODUCT REVISED WSTAUATT •r*_ rromp „'ith the Florida `*c •�� .•f}_ � � �, v NOA-No. 17-1114.07 :, — �•, - p- ExptratlonData0510412022 STATEOF drow no. W16-57 - mi rodnet contra ��I lull 1t1� sheet 6 of 0 r TYPICAL ANCHORS {�ylu n ILU"RIATNE DTLS ONLY SEE SWING a EXT.OR INT.RNI H6 NOT BYES. W. § Z J •C TYPICAL ANCHORS: SEE ELEY.FOR SPACING r1. 414 WOAD SCREWS (GE 2 CRS) g 9• RAD o $ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p 1-1/2-.MIN. PENETRATION INTO WOOD O El6 0na M21 :3 610 TENS/SELF DRILLING SCREWS u' AT D FROM ENDS 7Z pp1l t� ` AND 12 O.C.MAIL W al F ' m _ n ,/4-MAX. CAP 5 v+ v ay3 MIN. Ali.0 j E75 N21 0 4;; ATOB TEKSELF OM ENDS PIUlNO SCREWS I U) .. AND 12 O.C.MAX M #10 TEKS/SELF DRILONO SCREWS Big AT 6 FROM ENDS TYPICAL ANCHORS EXTERIOR. o P AND 72 O.C.MAX. FOR SPACClEt 6 PC 6 I WINDOW Wum ? w8� M21 ALT. INSTALTATION DIFTAUS FIN-FRM ADAPTR SEE SFEEIS 4&'S FOR WINDOW DETAILS PRODUCT REVISED as rnmptyh4y with tJre Florida 1z a NO 1-No.coao 17-1114.07 * $� $ 4 F.rgrlralloo Date 4I2022 mm OFCAL ANC drawing ao. �1 HORS By sS......... ``♦ FOR SPACING, EN �o Fhvduct Control �Y �L l l`` sheet 7 0 Tmsm 0 PART¢ ESQD. DBSCBIPITOK MdT8RIL1. MdNB,/sOBPLiBs/BSMARKa �4 V ' El ES-0-101A 1 FRAME HEAD 5003 T6 7� E2 ES-EL102 1 FRAME SILL(STANDARD) 6as3-Ts - z m 3 E3 ES-EL103 1 FRAME SILL(H-MSO 6083-TO E4 ES-EL104 2 FRAME JAMS 6003-T6 ES ES-EL105 1 VENT TOP RAIL 6063-70 - ES ES-EL10B 1 VENT BOTTOM RAL 6063 78 E7 ES-EL107 2 VENT SIDE RAIL 6083-76 - 1iiO1t Fa ES-EL105A 1 POLED MR1,RAIL EM63-78 E9 ES-EL109 A9 ROD. GLAZING BEAD(0/1W LAM.GLASS) 6003-TS E10 ES-EL110 AS ROD. GLAZING BEAD(7/16'LAU.GLASS) 8063-TB E11 ES-ELIII AS RQD. GLAZING BEAD(INSUL LAM.GLASS) 6063-TB - 91 Q a E12 ES-EL112 AS READ. FLUSH FRAME ADAPTER 8083 T8 - O 4 & E13 ES-EL1134 AS READ. HEAD SCREW COVER 6083-TG - g E14 ES-EL114 AS REOD. JAMB SCREW COVER 6083-TB agg E15 ES-EL115 AS•REQD. FLUSH FRAME ADAPTER WITH FIN 6063-TS M1 ES-5000A AS REQO. GLAZING BEAD BULB SRIOONE DUROMEILR 65t9 SHORE A M2 EL100-G01 AS READ. IVENT BOTTOM,GCSKEr EPDM DUROMEIFR 65+3 SHORE A = p� M3 80-372A 2/LITE SETTING BLACK AT 1/4 POINS(LAM.GLASS) SIUCONE DUROMETER'8036 SHORE A M4 ELIOD-B01 Z/LHE SPRING BLACK AT 1/4 POINTS(INSUL LAK GLASS) SIUC3N bUROMETFR SOi3 SHORE A eio MS Q=190 AS REOD. Q-LON2 WEATHER SEAL AT SILL URETHANE FOAM - L' M6 23211NG AS REOD. PILE N'STPoPPINC Wff}f PLASTIC FIN -POLYPROPYLENE - i M7 ES-E2115 4/VENT VENT TOP GUIDE(SPIRAL BALANCE) CELCON - PC a ME! ES-EL116 2/VENT VENT TOP GUIDE(BLOCK*TACKLE EWA CE) CELCON - J M9 SKOS-4010 2/VENT SPRUNG LOADED LATCH 6063 TS ALTERNATE 70 SWEEP LATCH i?E ,^ M10 ES-1012 2/LATCH LATCH SPRNG Sr.STEEL M11 SL302-XX 2/VENT SWEEP LATCH DIE CAST ALUM - 0 M oy M12 FAS255129 2 WEEP HOLE COVER NYLON - g Z Z M13 SERIES 88 2/VENT- BLACK&TACKLE BALANCE CRS - GJ M14 19P18 2/vENf BALANCE TAKE OUi CLIP SL STFf]. - wn Ln L M15 - 2/VENT SPIRAL BALANCE CLASS 5 CRS - M kilo 21803 - NON 71LT ST.STEEL 917 ES-004 '2 VENT GUIDE NYLON Mid ES-1000-P1L - LEFT NOTCH CAP NYLON MIS ES-1000-P1R - RIGHT NOTCH CAP NYLON - M20 PENDIENIE - SASH STOP U21 /5 X 1• - FLUSH FRAME ADAPTER ASSOABLY FASTENERS ST.STEEL FN SMS o M22 gB X 1" - FRAME AND VENT A MISLY FASTENERS ST.STEEL 'PH SMS g M23 #IQ X 1-1/4" - SPIRAL.BALANCE ASSEMBLY FASTE106 ST.STEEL FN SMS m�M24 f6 X 1/2' - VENT GUIDE ASSEMBLY FASTENERS ST.STEEL FN SMS � M25 $6 X 3/4' - SWEEP LATCH FASTENERS ST.STEEL. FH SMS M26 #8,X 1/z' NON TILT FASTENRS ST.STEEL PFf SMS i+ n m qe g� Al TATA PRODUCT REMSED w�cmphrim�with the FIoA1da _ S f- 2 NOS41160. 17-1144.07 — •:* y S' Q BxpUalloe Date 05104/2022 * a STATE OF drrn+i0g no. ProdDc ceDtrol •S,••. o.....G �: nL-57 '''��S�OAIL 14U�1 LDhe 8 of10 r-297 I1 — 87——^7I 8 0a 2.760p Zps 082 0 M 500,.582 .719 .2 .062 2.917 — mI 1.187 L — 1.187 Et FLUSH FRAME ADAPTER 2867 a E1 FRAME HEAD 2.187 7.42e---{ w 2 F^1.187 1.500 ,063 fl a q E4 FRAME JAO 1141 .E00 �6'r3 2049 T .045 1 374� IYP. �u}Uu 082 .2.78o . 2.3132�814 EtE FLUSH FRAME ADAPTER WITH FIN 1.407 .839 ® nx. MEETNG RAIL •875 A78 g gg r, Gi 1.474 2.917 = U ' �j O FRAME SILL(STANDARD) w 1.313 T ' 1ST 3.141 g ova CO3 pee { �' 3.062. z 6e2 d 1.1s7 1 N.— 2.688 �. �to 3 184 [s) VENT TOP RAIL 1.014 2.347 877 5 - . A82 0 2.14E O FRAME SILL(HI—RISE) , 1.313 1.122 & asa 271 n IYP. .04p�� 1d78 .078 t.42, on d t.,87 .,.740 0 3 S E8 VENT BOTTOM RAIL 111, 11II o a m HEAD SCREW COVER O SPRING LOADED LATCH �{ PRODUCTREMED I f IBuil�lying w11h the Rondo 1.187 082 —�W --1. .825 .825 .825— NOA-Io, 17-1114,07 .� 25 j �5O_ „974 A80 .974 .OS2 .974 g .� E�trmtloa Dato 5/O4d2022 .. BLDfOF drawing ra. ..683 202 —I 202 .202 e�o NContro -�,(��• ;`` W�6-5 E7VENfT'SIDE RAIL 1 JAMB SCREW COVER O ® GLAZING BEADS Eft _J7��NA111111�` sheet 9 of 10 b L .4 � V b � v N4 � m 1t%, '• `-�a dAw 07-17-16 o�sa eg eac p 'Oa.eye 1/y-+' n wz+..n ea n�nhae n9�sxtEr --E1 OD ALUM SINGLE HUNG WOO.(L.W) At FAROOQ CORPOR ATIO N o ENOI R C DEEWPMENI S. W SUNV PJE.SiE 220( 3550 N.W. 49 STRE mwm,rLc)RMA8379 (FdN.9698)Tuao 7f fmse4aioo x(ao26zss a C CP MI, FL =420 V n chk Ir. 11L(101)0111151 FIX(305).11-11 CCMF-ANL Wi6-57ES 447/2021 -Miami-Dade County : Miami-Dade County Building Product Control Search Detail Applicant Information FLucRieECounty, EIVED Applicant E.S. Windows, LLC Contact Samir Sabagh 8 2021 Permitting Address 3550 NW 49th Street City Miami State Florida ZipCode 33142 Phone (305) 342-0890 Fax (305) 624-7767 Email ssabagh@energiasolarsa.com Internet You may also be interested in other N.O.A.files approved for the above Applicant NOA Description Expires 20-1208.07 VM Series"EL200"Aluminum Horizontal Rolling Window-L.M.I. January/1912022 (library_/productcontrol/noa/20120807.pdf 17-1'114:07 v Series"EL-100"Aluminum Single.Hung Window--..L.M.I. May/4/2022 (litirary_/productcontrdllnoa117111407.pdf 20-0427.11 �Pi Series EL400-10 Aluminum Siding Glass Door-LMI July/20/2022 (library_/productconfrollnoal20042711.pdf ). 20-1118.06 i1 Series EL400 Aluminum Siding Glass Door-LMI July/20/2022 (library_/productcontrol/noa/20111806.pdf 20-1118.07 ' Series"ES-9100"Aluminum Outswing Door-SMI October/12/2022 .(library_/productcontro!/noa/20111807_pdf 16-0617.03tJ Series EL300 Aluminum Swing Door-LMI January/4/2023 (libraryZproductcontrol/n oa/16061703.pdf 20-1118.08 U ES Series 6500 3-Track Aluminum Sliding Glass Door-LMI March/28/2023 (library_/productcontrol/noa/20111808.pdf 20-1118.03 2 Series"ES-8000"Aluminum Window Wall System-L.M.I. April/3/2023 (library_/productcontrol/noa/20111803.pdf www.miamidade.gov/building/pc-result detail_app.asp?app_plias=102041 1/4