The URL can be used to link to this page

REV-18-850 r 4 Miami Shores Village RECEIVED Building Department APR 03 1018 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FB��O��A BUILDING Master Permit No. P C �7:� -C_-U :S PERMIT APPLICATION Sub Permit No. V13 -Wo 4 4 BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �U O f_S� ( City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE:, 'FFE: OWNER: Name(Fee Simple Titleholder):_ floyG l�rky � Phone#: Address: /1, �f, z/~ City: C swl State: �i Zip: Tenant/Lessee Name: Phone#: Email: 1 CONTRACTOR:Company Name: /�/� 4, y 4 --Phone#:_z� Address: qo0,? Xr_7"&to [2 ally-eyS / d(�• City: State: Zip: 447 ! Qualifier Name: �� //z� Phone#: `/-V ?V yu_!5�_ State Certification or Registration#: Certificate of Competency#:Cir- DESIGNER:Architect/Engineer: Phone#: k Address: City: -- State: Zip: Value of Work for this Permit $ rF.. „ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:' �GQils� Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ 1 4 ._ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ i Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 1 Bonding Company's Name(if applicable) •)>h� ,I �� r . Bonding`Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS,,POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE-TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$1500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature g g OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was a9knowledged before me this day of 20 /f by f day of 20 by l / oh of(-/��,who is personally known to ��i��i1.�N' e""L- who is personally known to me or who has produced as me,ar who has pro ed as identification and who dife C iNA Cride tification and ;`� Notary PubilcT Y PUBLIC: 3N ARY PUBLIC: slMy Comm.Lplfss Apr 7,2 �PIJOIA!o ale1S IQnd hjeloa Yn j Ni ••11111 1• 1 ign: 1 :.._. Ig ' Zo S9 Print: Print: ' ��5�43 Seal: Seal: APPROVED BY ✓ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) e o M IAM NDiADE MIAMI DADE COUNTY ' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE,(NOA) www.mismidade.gov/economy ES Windows,LLC 'N L t IV ED 3550 NW 49"Street Miami,FL 33142 SCOPE: vp4qa., This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or materjal fails to perform in the accepted manner, the manufacturer will incur the expense of such.testiaf and&Q A ftJ may..... immediately revoke, modify, or suspend the use of such product or material wither 07eir jurisdietka RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade Cgt"y Pro&& Control*•• • Section that this product or material fails to meet the requirements of the applicable bUldbig code. • ;. • This product is approved as described herein, and has been designed to comply Alli Ue Florida Building Code in in the Hi Velocity Hurricane Zo •• . ESCRIPTIO : Series"EL200"Aluminum Horizontal Rolling Window-wo-LALV ...... APPROVAL DOCUMENT: Drawing No. W16-86, titled "ES-EL200 HorizoAlM calling Aluln. Wdw. (L.M.I.)", sheets 1 through 11 of 11,dated 12/19/16,with revision B dated 09/27/t7,pr.epared jyA;.,Faroo�* Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dads rdurity Product.Contra*••• Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Ilad'e•County Product Control Section. MIT y MISSILE IMPACT RATING:Large and Small Missile Impact Resistant it LABELING: Each unit shall bear a rmanent label with the manufacturer's namen uPe e'Columbiia, S.A., series, and the following statement: "Miami-Dade County Produc olsol. p eFli unless otherwise noted herein. s . RENEWAL of this NOA shall be considered after a renewal application has been file l d ' ,f e s no change in the applicable building code negatively affecting the performance of this pr TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ' of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure j to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. € 1hiqN0A ises#I6-0644-.04-and-corimst8 of this page land evidence pages E-1,E-2 and E-3, as well as �t�a P a row*, -P5 MIR P.abeve� APPROVED ' tted dcPmentat�on waskceviewed by Jorge M.Plasencia,P.E. f ZON �. OA No. 17-1114.06 w Expiration Date: January 19,2022 BLDG E Approval Date: January 11,2018 iwk 2.o i t Page 1 SUBJECT TO COMPLIANCE WITH ALL FEDERAL Q„✓ l� 3��► � STATE AND COUNTY RULES AND REC UI_nT;7"1 4 ES Windows.LLC ' I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 16-0617.04 r A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-86, titled `BS-EL200 Horizontal Rolling Window Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision A dated 01/11/17, 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 0 0.0 4)Forced Entry Test,per FBC,and TAS 202-94 . '0000• 6)Large Missile Impact Test per FBC, TAS AX--W ;••• • 7)Cyclic Wind Pressure Loading per FBC,TAS 203-94 •"' •'•••• n • along with marked-up drawings and installation diagram of an0 jijium h"kontal •••••• sliding window,prepared by Blackwater Testing, Inc., Test Report.No. BTrMW-16,0 0 0 0• 007, dated 12/08/16, signed and sealed by Constantin Bortes,F?F?•; •• 0 ; ••:0.• • .. .. .. .. 0000.. C. CALCULATIONS 0000.. 1. Anchor verification calculations and structural analysis, complying with RNC-1h ,••••, Edition (2014), dated 12/08/16,prepared by Al-Farooq Corpornt ori, signV d and :•0 0•: 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) I E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their F "Sentry Glass® (Clear and White) Glass Interlayer"dated 06/25/15, 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"dated 03/17/16,expiring on j 05/21/21. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA)for their"Saflex CP—Saflex and Saflex BY Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. Jorge NL Plasencia,P.E. roduct Control Unit Supervisor NOA No.17-1114.06 Expiration Date: January 19,2022 Approval Date: January 11,2018 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS t 1. Statement letter of conformance, complying with FBC-511' Edition (2014), dated 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of no financial interest, dated 12/08/16,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. 3. Addendum letter, issued by Blackwater Testing for test report BT-ESW-16-007 dated 12/15/16. 4. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 5. Laboratory compliance statement for Test Report No. BT-ESW-16-007, issued by Blackwater Testing, Inc., dated 12/08/16, signed and sealed by Constantin'Bortes, P.E. 6. Proposal No. 16-1228 issued by the Product Control Section, dated 11/16/1¢,j;gned by Manuel Perez, P.E. • . . .... ...... 2. NEW EVIDENCE SUBMITTED "'••• •••• •••••• A. DRAWINGS ...... 1. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling '•Alum' Wd*.•�l.M.I.)'b.... sheets 1 through 11 of 11, dated 12/19/16,with revision B dated tW47/17,;prep red by ••• Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.O..:: •• •• •••••• ••.'.•• B. TESTS •••••• . . 1. None. .. .. . .... `i C. CALCULATIONS i 1. None. D. QUALITY ASSURANCE ; i 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®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc.for their "Sentry Glas® (Clear and White) Glass Interlayer"dated 12/28/17,expiring on 07/04/23. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co.(MA) for their"Saflex Clear and Color Glass Interlayers"dated 09/07/17, expiring on 05/21/21. orge M.Plasencia,P.E. Pro ct Control Unit Supervisor NOA No. 17-1114.06 Expiration Date: January 19,2022 Approval Date: January 11,2018 E-2 i s ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(continued) 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (MA)for their"Saflex CP—Saflex and Saflex BP Composite Glass Interlayers with PET Core"dated 09/07/17,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-6"' Edition (2017), and of no financial interest, dated 09/25/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTBER 1. This NOA revises NOA#16-0617.04, expiring on 01/19/22. . . 0000 0000.. .. 0000 0000.. 0000 0000.. 0000.. 0000 6 0000 0000 0000 . . 0000.. . . 0000. . . 60 06 60 00 0000.. 0000.. . .00000 . . .0006. 60 6 00 6 0 6 . . 00 0 i t 3 3 orge M.Pla'sencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-1114.06 { Expiration Date. January 19,2022 Approval Date: January 11,2018 E-3 i 72 15/18' 72 15/16- 72 15/16' �� m FRAME WIDTH FRAME WIDTH FRAME WIDTH (3)ANCHORS 19.MAx 19'MAx. (3)ANCHORS 12' m AT ATG7'MAX. .5111E ENDS AT MTO� � AT MTG_STILE ENDS • -� HEAD/SILL 4 AT 3'O-G.� HEAD HEAD 7 AT 5'O.C. `D HEAD 6 A7 5'D.C. H� CORNERS CORNERS CORNERS a G N it II I tl � N _1L___ VXz Ff- E �I _ u i/ I rx 6 // _ u x o =�o ii��\\il zx o=no ii it Oya�raB p� ,�J IIT N W m m J II`��1� N m J II 1� ys n Y/ n __=1L___ -_ ,p n _=11m �n 2 p ____u ___ --- em; fli rL __ - n - IY _ t t ' -� SSS I s v LLJ t t 11- r FALSE MUNRNS 4 ' 4 MAX, �y5 (SURFACE APPLIED) SILL m 7 SB.I.• m` SILL MAY BE USED 32 11/18' 32 11/16' 32 11/18- 32 11/18- 32 11/18- 32 11/19` D.L. OPG. D1 OPG. D.L.OPO. D.L OPG. D.L. OPG. D.L.OPG. 38 9/1fi' 38 9/18' ((3 ANCHORS 36 9/18- (3 A1�HORS J W VENT WIDTH AY MFG STILE ENDS VENT WIDTH AT)ATG.STILE ENDS VENT WIDTH AT MTG.STILE ENDS N AT 5'O.C. AT 5'O.C. AT 5'O.C. TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION Ty Q+M o FIANGE FAMES FLANGE FRAMES Wf1H FLUSH ADAPTER RANGE FRAMES WITH FIN ADAPTER g z Z ES-EL200 Uj HORIZONTAL ROLLING ALUMINUM WINDOW (L M I) MAXIMUM DESIGN LOAD RATING -+ 65.0 PSF APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (_(FOR SIZES SHOWN ABOVE OR SMALLER) - 65.0 PSF COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH ATG. S77LES WITHOUT REINFORCING OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADS COUNTY APPROVED MULLIONS IN BETWEEN. MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NOA WILL (FOR SIZES SHOWN ABOVE OR SMALLER) - 90.0 PSF ^ APPLY TO ENTIRE SYSTEM. g I MTG. STILES WITH REINFORCING o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c f OPERATING VENTS CAN to 1/4 TO 1/3 OF WINDOW WIDTH REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (8TH EDITION)FLORIDAMAX - BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). D.L.OPG. FOR FIXED LITE NOT TO IXC® 12.7 50. Ff. I 181'OR 213Y WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW i DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS NOT TO EXCEED TESTED FRAME AREA OF 31.46 SQ. R. TO THE BUILDING STRUCTURE. THESE WINDCWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT, c ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AN •• ••• • • • • • SHUTTERS ARE NOT REQUIRED. c 8 AND INSTALLED PER MUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • • • • • • • • • 0 • MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • •• • • • • • \ttll lllll ll 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • •• • • • • ••• • ��\\ ..nn AN, ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE •• ••• • 1�'�8F•'• i dj o Mt0dUC7•R&WU MATERIALS INCLUDING BUT NOT UMTED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE a• p1y1e�with Ih•Florida COME .7= r Bullding God• REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE @ ADOPTED STANDARDS. MOA-No. 17-1114.06 !� ) - {r _ THIS PRODUCT APPROVAL IS GENERIC MID DOES NOT PROVIDE INFORMATION • ••• • • `FORA SITE SPECIFIC PROJECT,i.e.PRODUCT AND S AL 11115 PRODUCT,ADEQUACY • • • • �fcpa• 11Dab 1/79 •, � ;�� drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ••• � • ••�' • • • • 'ATE_ •• OR1C• i� W�G-HG WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, • • •• • ° AND TO BE REVIEWED BY BUILDING OFFICIAL • • ••• • • • lWllll tt\t\\ 'beet T of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • nG• t1o' - FRAME WIDTH FRAME WIDTH )ANCHORS (3)ANCHORS m AT MTG.SIILE ENDS AT MTO.STILE ENDS T MAX. 19'MAX. 7'MAX. 19'MAX. ;r HEAD S&L A AT 5'O.C. C HEAD HEAD AD/SILL A AT 5'O.C. HEAD Z o CORNERS 4 �` 4 I -�` CORN/ERS 1'iC i3 as fill F F / F / II /, I� E:R 4 GG7i _�L___ Arji �j 13 --r----i�== r--- -- II I FALSE MUNTINS 132 7 p 8 1 t 1t• SURFACE APPLIED) MAX \ 7 MARX• m I (Su MAY BE USED 4 � m 5.o SILL m y U 2i 11/tb' 32 11/16' 32 11/16• ANCHORS (3)ANCHORS 32 11/16- 32 11/18• 32 11/78' D.L.OPG- D.L OPO. D.L.OPG. (A ATO.STILE ENDS AT ATG.STILE ENDS D.L OPG. D.L OPG. D.L OPG. AT 5'O.C. AT 5.O.C. 38 9/78' 36 9/15' 38 9/18' 38 9/18• JUJ� � VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH J Lal TYPICAL ELEVATION TYPICAL ELEVATION ZI n FLANGE FRAMES 110' FLANGE FRAMES WITH FLUSH ADAPTER FRAME WIDTH Q T M AT MTG.3SnLEE RENDS 12' Z ANCHORS a MAX.HFAD/SILL AT 5'0-C-j' MAX A H� CORNERS 6 MAXIMUM DESIGN LOAD RATING =+ 65.0 PSF -�---II -�--- I (FOR SIZES SHOWN ABOVE OR SMALLER) — 65.0 PSF 1 ATG. STILES WITHOUT REINFORCING 8 -- ILL-i%li-6 ---I_%;Ii -- 7r�' i_- MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF x x n O IIT 11 1� a (FOR SZES SHOWN ABOVE OR SMALLER) - 90.0 PSF W , 11 I 1 _ ATG. STH.ES WITH REINFORCING ii it ii II gill, OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH 11 IyL,� II 1II,,� MAX.D.L.OPG.FOR FIXED LnE NOT TO EXCEED 12.7 SO.FT. -'r-=-T- _ =TI' FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW m C . I NOT TO EXCEED TESTED FRAME AREA OF 47.38 SO.FT. p ry •• •• • • • as SS 0-4 • • t t1�1r1�LI T//rA' �a<m PRODUCT REVISED 6 a •s wmohMg with the Florida SILL $ 70502 BuiWm •'7•'1'1'14.08 32 17/16^ 32 11/18' 32 11/16' _ *= NOA-No. AT MiG3SnLE ENDS D.L OPG. OL O�G- D.L.OPG. y� �1 1WQ_ g b Expiration Dat• 'IN91202"2 _ AT.5'O.C. 36 9/76' • • �•• ;; f/16b•• • ••• 4 oP � `� drawing no. Exp 2fl J- 1. -; � W16-86 BY VENT WIDTH • • • • WI . . .'. . . ORliu`.:• ` Alam Product TYPICALATIO�• • • • . . . / FLANGE FRAMES WIRI FTN AflaF1ER *00 • • • Arr11 IAl.ltltt sheet 2 of T ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• z o e� � p i i 11-018 o 1/e HEAT STREWD.GLASS 1/e HEAT STREN'D.GLASS 090"IMeriaysr 090"Irderloyer E S Trosi(ol PV" Trosifol PVB 1/8'TEMP.MASS I/8'TEMP.CUSS Q A By'Kuraroy America. Inc.' By'Kuraray Americo. Inc: � �2 OR OR 3/lY AIR SPACE 5/18"AR SPACE e 090'Interlayer 090'interlayer ,jg 81 SentryGke SentiM.. Ile HEAT SMEN'D. GLASS 1/B'HEAT SIREN'D.GLASS Q ism By 'Kuraray America, Inc.' By'Kuroray America,Ina' OR OR 090"Interlayer090'Interlayer .. o9O`Interlayer 090'Intufayer Sentyclas Troelfol PVB Safke dear And Color Glass Sala Clear And Calor dans By'Kura lr Americo, Inc.' By'Kuroray America,Inc.' ",'Eastman Chemical Co: 0 'Eastman Chemical Co.' OR OR v .075'Interla 075'Anted 090'Interlayer 075'Into rich ^q - yer oyer Saflex Clear And Color dose Sa(lex CP With PET Core Salex CP With PET Coro Saflex CP With PET Core By'Eastman Chemical Co: By Eastman Chemical Co.' ra W'Eastman Chemical Co.' By'Eastman Chemieol Co.' 1/8'HEAT SFREN'D.GLASS 1/4'HEAT STREMD.GLASS 1/8'HEAT SIREMD. CLASS 1/4'HEAT STREN'D.GLASS 51LICONE a: SILICONE SILICONE SILICONE 3 DOW CORNING 795 DOW CORNING 795 DOW 795 DOW 795 Z y DOW CORNING 983 3 DOW CORNING 983 =uum�� z yy (z� N 7 M7 \ �j \ Mt I iV M1 �j p M CC7� Ii II Q H 1j II g Z�.. I-. O M2 fl M2 M3 M3 GLASS TYPE '1' GLASS TYPE '2' GLASS TYPE Ili GLASS TYPE '21' 5/16"OVERALL LAM GLASS 7/18'OVERALL LAY.GLASS ' le OVERALL INSUL LAM.GLASS 7/8'OVERALL•SUL LAM.CLASS is n t GLAZING OPTIONS u` PRODUCT REVISED u e mpMn�wIM tit•Floeld• a Balldln• g Code NOA_Ne, 17-1114.06 6rpfmU*n o 1!1912022 0 0 •• ••s • • • • • •♦ M • Met o• I L111 11rI11a • • • • • • • • • ` 7j ' c`m • • P'VGP b s • • •• No.MW 'HELIMA' LAW PROFILE ALUMINUM SPACER a NOTE: BY 'LINGERMANN GMSH' GLASS CAPACITIES ARE _ OURiE PERI OFTHE G BASED ON ASTM E1300-09 (3 SEC. GUSTS) •PRIM ¢cAi aR ••• ••• �`Ti �aA +1.3 OF 4 drawing no. AND FLORIDA BUILDING COMMISSION • SRICONt • • • ••• • • "" ORLD1 �`\ DECLARATORY STATEMENT DCA05—DEC-219 •UprW C NING•791• • • i i �SS��NAL \` W16-8611 �` 2OCO •• A ffIIILNt sheet 3 of 11 ••• • • • s ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,YRGAL ANCHORS 1BY SFE a.FV rOD BUCK I FGR SPACING EDGE na � b�. . .•. ,. T,PICAL ANCHORS •d DLSf. SEE ELEV. ; d. d. FOR SPICING = Z a P F� " o uta E1 M,4 IIuu MS ,e g M74 E1 E7 M5 0 E7 ;I 19 j1 I II OPROPWL TO ` q SYIEEP LATCH b I. I; . I I: I !I (,�' !E •F W _ d � a Qi 1 I � NVN•n 3 w "I M78 ry8ry 3 Z OPf10NAL TO W (A N ME SPRING LATCH b LJ M I + � WEEPHOLES: Mtt W7 - 1-1/2" X 5/18" WEEPHOLES AT 5-1/2" FROM g EACH END c ! r7 E2 PRODUas CT Add C�rITg REVISED 4 M13 Mil MiJ ABN Cod wdth the O ® Mta O NOn!Im •1 7.1114 06 ; n n_ E2 MS c°z utz • • • • •e ecptraaon D■t• 1/19!2022 ° g • • • •� • • BY `11!11 li 1/f1j11 �m Mg • • • • • •: •• Mia 4� J W' i{fw Iiia n AA • 70692 EDGE D11 n-• a � •i ' ••' WINDOWS WffHOVt "d 5 .! - E1 RISER ENR ifA%.• .a- ^TYPPCAL ANCFIO I \ • E (+)LG®S TO 8�0 IEF OF Browing no. ,•• .',•.. ,TIPICAIANCHORS FORW�NOOwswfRiOUT .. SEEELEv. • j `itB} • ••• • • c`L"'•Fj 7 '�•• '• �• . W16-86 W1 SEE ELEV. E,5 SILL RISER IJMrt LNX. EOR SPACING ••• t• WO.OV fA1CK: : • • /�•p_�•• AL FOR SPICING E%F.(+)LOADS To 65.0 PSF �• EDGE aST. • • ••• • • • INf f lltttl sheet 4Ot 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL I MIAMI-OADE COUNTY APPROVED I -------------------- �U�E i t MULLION k MULLION ANCHORS EDGE 06T. !� SEE SEPARATE NOA �1 Z ti i1 EDGE 11 O n 1 a � . TYPICAL ANCHORS TYPICAL ANCHORS � SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING Q I 0 1 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS W MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. yj �'jun 8�r�r6 M TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA ULTRACON BY 'ELCO' (Fw177 KSL FY-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 113Y BUCKS INTO GONG. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS ` 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) oB 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) r 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRACE 5 CRS) INTO MNMi-DADE COUNTY APPROVED MULLIONS OR PRODUCT REVISED ` INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ascomp with the Florida c f (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE NuoI�0.Cod•17_1114.06 w a' a ALUMINUM: t/B'THK. MIN. (6063-T5 MIN.) •• ••• • • • • • •�apiratlon Dat•01H9lZ022 11,1111lilt�� P`.m STEEL• 1/8"THK. MIN. (Fy - 36 KSI MIN.) • • o•• • • • • • _ ��p��• f��ii (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • •• • • • • ••• • `�� Y.•''VCEN6�c d TYPICAL EDGE DISTANCE ••• ••• ••• ••o • • ••�I11a Da •e on ggg INTOCONCRETE AND MASONRY - 2-1/2' MIN. NIL INTO,WOOD STRUCTURE o 1' MIN. INTO METAL STRUCTURE a 3/4'MIN. • ••• • • • • OF drawing no. WOOD AT HEAD,SILL OR JAIffiS SO - 0.55 MN. • • • • • • • v"�:' PS MIN. . y^ ; aaor ;. W16-86 C-90 HOILOWOONCRETE AT%LLED BLOCK JAMBS fmHEAD,SILL OR JAMES fe- -2000 PSI MIN. •o• •• o •o • • o o•• o ' Ssi l�j10t1�1sheet 5 of 1see1 • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O O REINFORCING © NUM-RADE COUNTY E18 AS ROOD.AS MULLION SEE EDD. 1/4'MAX. SEE SEPARATE NCA 1/4"MAX. VENT WIDTH SHIMS I Z n�` SHIM TYPM18 E4 M5 E6 E5 16 MD E18 E4.1 SEE FOREANCMORS TYPICAL ANCHORS ad•• • i t I I R04 SEE ELEV. FOR SPACING ac Off' JL 4 ' '"!<`• Ii it - TYPICAL ANCHORS Q b W 2 Y78 NS Mi8 EXTERIOR E17 M5 M17 •-d's : f�EL NG f D.L.OPG. •METAL4 STRUCTURE ,BY WINDOW.WHOM WINDOW WIDTH WOOD BUCKS WINDOW WIDTH XO LAYOUT OX OPPOSITE g I LD TYPICAL ANCHORS 1/4-MAX, VENT WIDTH SHIM REINFORCING M7 MB SEE ELEV. m M�+ M,8 E4 M5 EB F5 MI6 16 MB E16 AS READ. SHIMS FOR SPACING 0<M S(F ELEVS. g Z 3 m 3-Z Ci -- - . X _—____-_ 11- 4 IG TM 16 N5 MI6 M5 Mn EXTERIOR Ee E77 •$8 DLPG O wow BUCKS bi WINDOW WIDTH m O 8 TYPICAL ANCHORS • • • • • • • • • ``\Yt r/�� SEE ElEV. %OX LAYOUT • • •• • Q•D • • • �� .. �{Ja_�� FOR SPACING ••W ••• •• �jfm�l�n MRE.t1A FleAda _``\ ••,O'�� j . NIDI►Na 17-1114.06 ^ r VIGED Expir tion Date 01/19/2022 • •.• • ATE OF ,: /`� drawing no. • • • '_a rt '' 'Cc 9 . . �,, •� �.�; y , :a mow.:' wl6—ss ••• �• • • • • • • /'��lir,l At111`' `, sheet 8 oftt i • •• •• • • • •• •• W EDGE DIST. �� m b MIAMI-OADE COUNiY ED APPRW _ EDGE DIST. M4EIA'TURE MULLION k MULLION ANCHORSy 3 •'_. - °.' e'. SEE SEPARATE NOA Z b ..D ' O.. I N•e O� al EDGE DIST. I OE12 \ j E12 `m 1 $ �� ALT. 8 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. S7YPI AEE L yANCHORS Q qg FOR SPACING FOR SPACING FOR SPACING LL 2 J � j n I z R� to LL �5 OR �N Y Fy 1/SHIMS O � ��eMri m - TYPICAL ANCHORS 1 ALT. W FOREE� g 3i�R PRODUCT REVISED a$�omplylny YAM the Florida Bufldi�p Cods ,•1 '1�ts• MOA-Mo. 17-1114.06 Expiration Date 01!19!2022 ° e By --- ` ProductUnarm c f TYPICAL ANCHORS ° .n .� SEE EVY 0 4 FOR SPACING i O WINDOW WIDTH ^ co^ oo_ ms 'e g ALT. •• ••• • • • • • •• `11111 lir Uo<m i INSTA 1 i ATION DETAIL.Waif�iz o e F1�A A7JJ • 'JD�BF.. 1 ' SEE SHEETS R 1&6 Feer MNO0w ftETALS • • •• 70592 ir • • ••• • • • • ATE OF ,:�W` W1 6-86 drowirg no. • • • • • • • • • • • 'Si4jo NAL DIST. ••• •• • • • • • • T1�� ' sheet 7 of 11 • • • • • • • • • • • •• •• • • • •• •• � . - - - - - ' . . | ' - ` | TrPrAL ANCHORS SEE ELEV ILWjMTfVE MS.ONLY ';k EXr.OR INT.FINISHES FOR if ING TYPICAL ANCHORS SEE ELEY.FOR spArm #10 WOOD SCREWS (OWE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD SMUCTURES 1-1/2' MIN. PENErRATiON IWO WOOD #10 TEXS/SELF DRIWNG SCREWS AT AT 6 FROM ENDS OAP ti ul Lf) #10 TEKS/SELF DRILLING SCREWS PRODUCT REVISED as complUn with the Florida no #10 TEXS/SELF DR111ING SCREWS TYPICAL ANCHORS c A AT 8 FROM ENDS SEE ELEY. EXTERIOR Expiration Date OJM912= 0 AND 12 O.C. MAX FOR SPACING WINDOW WIDTH 1— 911 'pwrocluct control AT AND 0 00 INSTALL&TION LL no. —54 YM M DETA-S SEE S go No,70M 0*0 FOR SPACING a 0 °°° ° ° °~° ° � mm/ PART 0 HRQD. DESCRIPTTON MATm= MANY./SUPPU8R/RI5A1DYS lt. V 1t m E1 ES-EL104 1 FRAME HEAD 6063-1`6 - E2 ES-EL201_ 1 FRAME SILL 6063-TB - 3 E3 ES-0,202 1 SILL TRACK 6063-76 - Z E4 ES-EL102 2 FRAME JAMB(OPERATING) 6063-T6 - j E4,1 ES-EL101A 2 FRAME JAMB(FIXED) 6083-T8 - a 0 E5 ES-E1105 1 INTERLOCK SOLE 8067-T6 EB ES-EL106 1 JAMB STILE 0063 TB E7 ES-EL107 2 VENT TOP @ BOTTOM RAIL 8063-T8 - �' °• E6 ES-EL108A 1 FDLED MTC.STILE 6063-TB - E9 ES-EL109 AS ROD. GLAZING BEAD(5/16'LAM.GLASS) 6063-T6 6 Q Ei0 ES-EL110 /S ROD. GLAZING BEAD(7/16•LAM.GLASS) 6063-T6 E71 ES-ELM AS ROD. GLAZING BEAD(NSUL LAI.CLASS) 6063-T8 E12 ES-EL112 AS REOD. FLUSH FRAME ADAPTER 6063-176 E13 ES-EL115 AS REGO. FLUSH FRAME ADAPTER WITH FN 8083-T5 E14 ES-E1-1 14 AS REQO. HEAD SCREW COVER 8083-TB - Q E15 05-2011 AS REDD. S61 RISER 6063-TB E18 ES-E=0 AS READ. INTERLOCK SI6P STIFFENER 6005-75 - = Te E17 ES--EMI AS READ. FIX.MTC.STILE STIFFENER 6005-T5 m n 018 ES-EL713A AS REDO. .LAMB SCREW COVER 8063-TO M1 ES-50064 AS READ, GLAZING BEAD BULB SILICONE OUROMETER 80±5 SHORE A 1D M2 80-372A 2/LITE SETTNG BLACK AT 1/4 POINTS(LAM.GLASS) SILICONE DUROMETER 80±5 SHORE A M3 EL100-BOI 2/LITE SETTNG BLOCK AT 1/4 POINTS(NSUL LAM.GLASS) SILICONE DUROMETER 80±5 SHORE A z F M4 EL100-.701 AS READ. VENT STOP RIGID PVC - M5 W23211 NC AS REOD. PILE W'STRIPPING WITH PLASTIC FN POLYPROPYLENE - I�- M6 SKOS-4010 2/VENT SPRWG LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH p, N<o M7 j ES-1012 2/LATCH LATCH SPRING ST.STEEL - g OQ 0);;;; MB 5002-ALX 2/VENT SWEEP LATCH DIE CAST ALUM - r��c Z Mg WA21- 2 WEEP HOLE COYER PoGm PVC - g Z L''— MID ES-1000-P1L - LEFT NOTCH CAP NYLON - M11 ES-1000-PIR - RIGHT NOTCH CAP NYLON M12 WPSA-N1 2 3/4'X 3/4'RETIC FOAM PAD FOAM - M13 TAR-1601OP-A 2 ROLLER POLYAMILIE h ACETAL - M74 TAR-16019P 2 ROLLER HOUSING POLYAMIDE - pp M15 /8 X 1' - FLUSH FRAME ADAPTER ASSEMBLY FASTENERS ST.STEEL FH SNS PRODUCT REVISEDy MI6 18 X 1' - FRAME AND VENT ASSEMBLY FASTENERS ST,STEEL PH SMS uIN.W.Plyinp vvtm the Florida OOff M17 f8%3' - FRAME SILL ASSEMBLY FASTENERS ST.STEEL PH SMS HOA-mo L'od• 2 Nis /6 X 3/4' - SWEEP LATCH FASTENERS ST.STEEL FH SNS NOA-No• 17.1114.08 4 Pxplratlon Date 01/1912022 M20 /14%3/4' - ASSEMBLY FASTENERS FOR FLUSH ADAPTER Sr.STEEL PH SNS - i Miam P'o m ontro ie r • • • • • • • • ••• `1411 L1111111AAAA m o �m • • •• • • • • • V .............. Gi a i ••• ••• •a• • • ••• ? i ATE OF411 40 AZORO* '•�` drawing`no. i • • • • • • • • • • • • • CONAL`;`��\ • • •• • • • • • • A 11 sheet 9 of 11 • • ••• A nnI11 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . . Imo--2.917 X62 1.187 .633 r .512-M -I ,��- 1 1.373 .050 T� .683 6Z� .050 .9T4 .82L �4 .BL- �4 Z � 3 .308 2.8122187 062 � 2347 1.187 -.�2 1 .202 Ef0 .202 E11 2� 7 LL �1 260 O O GLAZING BEADS O p N y 1.163 �r ac LL 2148 E7 VENT TOP/BOTTOM RAIL 1.te7�l g EB JAMB STILE 1.122 •788 .125 1.025 Sal E1 FRAME HEAD ggq��1 1.938 .708 Q 4r 1.187--j 1.078 .078 1A27 Et6 INTERLOCK STILE STIFFENER f r.062 062 1.116 1.474 Tp M6 SPRING LOADED LATCH S13 3.310 2685 2.000 1.313 7,233 .126 1.013 .040 1.710 � Ee INTERLOCK STILE fll- .62e = V I J W' LL F --2.917 2.o+e� -I 277 E17 FlX. MTC. STILE STIFFENER & E2 FRAME SILL Eto JAMB SCREW COVER .1 BS Q3 a M n 068 1.407 1.18 7 040 $ Z 3 i6 3 Z n 8 .082 .J0 2.500 + to Obi . �. L06 2-000 �i l 1 r1 .312 .825 •Q4B 250 1374 1.387 14 HEAD SCREW COVER p SILL TRACK EB AXED MTG. STILE 2.857 Ets SILL RISER PRODUCT REVISED L .04s � rvkh the Plorld o F 7-814500 6zs NOA No. 17-1114. % 2313 T Ewpbm ton Date 01/19/2022 m¢¢ .719 1--2.780 ey E12 FLUSH FRAME ADAPTER TYPI osz ^ms"s -1.42B- 3.141 .428 • • •• 11111 Itf/ <m ,082 • • • • • • • • -�p�pyy� 2.917 3.141 2917 2.987 • •• • • • • • `� J',.••"••. 'jam c , �{ • • • • • • • • • 11G�'tEE''•, �� d 1 .1013P0 I7 1.500 .0� • ••• •• • • • •• H \ g I1L L I I .500 .875 _ I -1. " j 625 •�- • ••• • • • • } y ATE OF y,', drawing no. 639 1Ll.-82 T .045-JT : : • • • • • • • ��.?�f � �'y�;I '��•• • • • ••• • • �`•`T'�� 2.780 • • • • • • • • i • • �� • •• • • • • • • / NAS-111 sheet 10 of 11 E4 FRAME JAMB(OPERATING) 4. FRAME JAMB (FIXED) E13 FLUSH FRAME ADAPTER WITH FIM • /111111 1 • • • • • • • • • • b J 1 / F a i t �6 0 �` j $60� �ba=� tali FLUSH FRAME ADAPTER CORNER VENT TOP & BOTTOM CORNER FRAME TOP CORNER w z � viu�ian �3i<c 3z t i M S A FIN FRAME ADAPTER CORNER c o r / • • • • • • • • PRODUCT REVISED tt tt o<m • • • • • • s •as eompMng with the FloAda \\I • •• • • • • •6ulldiag Code •• • • • • ••• Y 17-1114.06 . ................ � a ••• •• ••i OA-Yo.••• •o,ph.ewn Date 01/19/2022 my 70502 FRAME BOTTOM CORN :a.• •i C' L,1 �� W1 6—H6 • • • • • • • • • • • tttti FIX. MTG. RAIL CORNER • • •• • • • ��t MAL s • • • / ttt\\t\ sheet 1 1 of t t 0:0 •• • • • • 6:0 •• • • • •• •• • • • •• •• ••• • • • ••• • • s 4 I M IAM M DE MIAMI—DARE COUNTY PRODUCT CONTROL SECTION DEPAR'T'MENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamida4#.gov/economy ES Windows,LLC , .3550 NW 49"Street Miami,FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid'after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the"may immediately revoke, modify, or suspend the use of such product or material within their jvrisdicfien..RER ...... reserves the right to revoke this acceptance, if it is determined by Miami4)ade Cotmty•Product Ceatrol .• Section that this product or material fails to meet the requirements of the applicable bditdligcode a•••• *45000* This product is approved as described herein, and has been designed to comply wi&194 Florida Building :0606: Cods i the Hi Veloci Hurricane Zone. ESCRIPTION: Series"EL-100"Aluminum Sin le H Window-L.M.I. ••••.. ..:..` APPROVAL DOCUMENT: Drawing No. W16-57, titled"ES-EL100 Alum Single Ht►k Wdw.•(L.M.1)", ••••;• sheets 1. through 10 of 10, dated 07/13/16, with revision B dated 09/26/17, p;epariDd by A1-Varooq ••• e Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County ProdWt•Eorttrol Revision stamp with the Notice of Acceptance number and expiration date by the.Mialni-Dates County ;••••; Product Control Section. •..• ` MISSELE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo'. BARRANQUILI A, COLOMBIA S.A., series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the Applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change ' in the materials,use, and/or manufacture of the product or process.,Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its ' distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0510.22 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. i j The submitted documentation was'reviewed by Jorge M.Plasencia,P.E. NOA No 17-1114 MIAMMADE COUNTY { Expiration Date: May 04,2022 f f 2cS 11! Approval Date: January 18,2018 Page 1 I 1 3 A118 i ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r 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.M.I)", sheets 1 through 10 of 10, dated 07/13/16,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 r 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, TAj 20.3-.94 •••••• .•see s 6)Forced Entry Test,per FBC 2411'.3.2.1,and TSS 202-94 ;•'• •• along with marked-up drawings and installation diagram of ;jMum single hung• • window, prepared ,by Blackwater Testing, Inc., Test Report No.J3T-ESW-A7-018, ••••; 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 sees.. . 2)Uniform Static Air Pressure Test, Loading pC; TAS'%I-!94 • 3) Water Resistance Test, per FBC,TAS 202-94 ' : s s sees% , ees..s 4)Large Missile Impact Test per FBC,TAS 201-9}•s •••• 5)Cyclic Wind Pressure Loading per FBC, TAn03'94 .••s•e • 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. I C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' 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 s 1. Miami-Dade Department of Regulatory and Economic Resources (RER). fes: orge M.Plasencia,P.E. Prod6ct Control Unit Supervisor NOA No; 17-1114.07 Expiration Date: May 04,2022 t Approval Date: January 18,2018 ' E-1 p 1 � . V ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Y E. MATERIAL CERTIFICATIONS ' 1. Notice of Acceptance No. 16-1117.01 issued to.Kuraray America,Inc.for their "Trosifolg Ultraclear, Clear,and Color PVB Glass Interlayer" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray 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"Saflez CP—Saflex and Saflez HP 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"Saflez HP Clear or Color Glass Interiayers"dated 06/19/14,expiring on 04/14/18. • 0000 . . 0000.. .. 0000 • F. STATEMENTS ••• •• ••:• 0000:. 1. Statement letter of conformance, complying with FBC 51h Ed A*(2014), and of no. 0000 000006 financial interest, dated April 6, 2017,prepared by Al Farooq Gip�gration}Oi�ierd and• • sealed by Javad Ahmad, P.E. 0 0 0000.. . . . 0 .. •• r• •• 0000.. G. OTHERS :so:*: 0 • 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia.(CI EgesgZ6 Solat•••-- SA)and by Evelyn Daes (ES Windows). '•.' : 0 0 •••• 2. Test proposal#16-0651-B, approved by RER. ' ' 0 • 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W16-57,titled"ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets 1 through 10 of 10, dated 07/13/16,with revision B dated 09/26/17,prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 4 B. TESTS 1. None. C. CALCULATIONS 1. None. orge M.Plasencia,P.E. Prooruct Control Unit Supervisor NOA No.17-1114.07 Expiration Date: May 04,2022 Approval Date: January 18,2018 E-2 i ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. ' QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc.for their "SentryGlas®(Clear and White)Interlayer" dated 12/28/17,expiring on 07/04/23. E 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex BP 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(MA) for their"Saflex HP Clear or Color Glass Interlayers"dated 09/07/17,expiring on. 04/14/18. 0000 • . • ••• 0000• 0000.. F. STATEMENTS •• •• 1. Statement letter of conformance to FBC 5" Edition (2014)•Ad•FBC 69C Edition....;• (2017) dated 09/25/17 prepared by Al-Farooq Corporation,*p*'A*riednd seated bY.-a ..... Javad Ahmad,P.E. •0000• •••• • . 0000 0000. 0000.. 0000. G. OTHERS 000000 •.•• • 0000 0000.. 1. This NOA revises NOA#16-0510.22,expiring on 05/04/2022:•':': •• 0000.. 0000.. .. . .. . 0000.. e Nt Plasencia,P.E. Produ Control Unit Supervisor NOA No. 17-1114.07 Expiration Date: May 04,2022 Approval Date: January 18,2018 k E-3 t 1/8'TEMP.CLASS 1/8'TEMP.GLASS V ` r 3/8'AIRSPACE 5/18'Mt SPACE �� 1/8'HEAT SfREN'D.GLASS 1/8'HEAT STREN'D.GLASS 1/8'HEAT STREWD.CLASS 1/8'HEAT STRFN'D.GLASS A90'hTterlayer090'werlayer A90'6A d yen 090'inwary, J Ttoodol PVB rrosifol PVB Trosird PVB Troslcl PV8 By'Kuraray Amerfm Inc.' KurarW America,Inc.' 'Kuraray America,Inc.' Ku 8y � OR. OR - OR pit• �Y ' a- ar .0w .095 ntlyGlas oyer SentrAloa r S nyyG S_t 6teMayar 'Kuramy America, Inc.' By IKurcroy America,ine.' BV 'Kurmry America.Inc.' By 'Kuroray America.Inc.* a NW 2 I OR OR 090'interlayer 7.090' Interlayer 490'intdayer 090'Interlayer Saflex Clear And Color Glen Sallex Clear And Color Gloss SaRex Clear And Color Glass Saflex Clear Arid Color Gloag BY'Eastman Chemiool CO. By OR'Eastman Chemldc 'Co.' By'Eastman awmical Ca' OR 0R O 'Eastman Chemical Co! c . 075'Intsrloyer 075'Interlayer 075'M er 075'.interlayer I Sdkx CP With PET Con SOReI CP WRh PET Cors Soflex 1 1iN PET Core Shcex CP With PET Care 1 By'Eastman Chculeal Co.' By'Eastman Char Taal Co.' By Tastman Chemical Co: By 'Eostmon Chemkal Co.' f 1/8'HEAT STREN'0.GLASS 1/4'HEAT STRDN'D.GLASS 1/8'HEAT SIREN 0.GLASS 1/4'HEAT STREN'D. GLASS SILICONE SILICONE SILICONE SIUCONE 7 R d DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 G 6dL i- DOM CORNING 983 DOW CORNING 983 L'' DOW CORNING 983 DOW CORNING 983 Oft .. m DOW CORNING 2400 DOW CORNING 2400 ffi DOW CORNING 2400 OCORNING 2400 _ (NOT MELT) (HOT MELT) _ (MOT MELT) i (HOT MELT) I , iV Mt iv M1 j H Mt r l M1 i I I E4 1Kr ' U AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES AT 1/4 POINTS AT 1/4 ONTSt WIDER THAN 36'ONLY WIDER THAN 38'ONLY ALL SIZES M4 ALL$ZEE W GLA93 TYPE '1' GLA33 TYPE 12' GIA39 TYPE 'li' GLASS TYPE '21' s 3 5/18'OVERALL LAM.GLASS 7/18'ONEIULL LAM.GLASS 8'OVERALL fNSIA.. LAM.G1A55 7/8'OVERALL INSUL TAH.GLASS ES-EL100 GLA23NG OPTIONS ALUM IUM SINGLE HUNG WINDOW 1 o SEE SHEETS 2 AND 3 FOR DESIGN LOAD CAPACITY. In g APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE - Sj16' & 3/8' AII2 SPACE CONSISTTNG OF: COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER SPACER, WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 'HELIMA' LOW PROFILE ALUMINUM SPACER MIAMI-RADE COUNTY APPROVED MUWONS IN BETWEEN. BY 'LINGERMANN GMBH' LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL AROUND THE PERIMETER OF THE GLASS, WILL APPLY TO ENTIRE SYSTEM. P RIMETM c AI ANT: R SILICONE E THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOW CORNING 791 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (5TH EDITION) RIORIDA GE 2000 Yz BUILDING CODE INCUrDING HIGH VELOCITY HURRICANE ZONE (MVHZ)L 1B OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. c y ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS •• ••• • • TO d E AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE • • • • ••• • • • • <o MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. :00 • •• • • • • • ` .�1^IAt lttr r�' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • •• • • • • ••• • A/�� e ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. . • • •• • • • • • �P,• ....8f MATERIALS INCLUDING BUT NOT UMRED,TO STEEL/METAL SCREWS.THAT • • • •PRODUCT REVISEDnp Q Sffi COME INTO CONTACT WITH OTHER DISSIMILAR MATERW.S SHALL MEET THE 9:11dTnO Cad•Mth Vie f'IorM>I REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. tf011l-Na. 17-1114.07' THIS PRODUCT APPROVAL IS-GENERIC AND DOES NOT PROVIDE INFORMATION" - ••• • • • _ • • lxPLpMa•Dmb 0412022` FOR A SITE SPECIFIC PROJECT,Le. LIFE SAFETY OF THIS PRODUCT,ADEQUACY • • • • • • • • • • OF � drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR • WATER INFLTRATION RESISTANCE ETC. THESE WINDOWS ARE RATED FOR LARGE& LSS& IM ••• '' i,' �W16—57 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHUTTERS ARE NOT REQUIRED. • • • • • r ANO TO BE REVIEWED BY BUILDING OFFICIAL ••• • • If"j�L1 A sheet 1 of • e•••• • • • • • • ••• • • • •• •• 53 1/8' • 53 1/0' • WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 47 1/2' _ D.LO. (FIX.LITE) FALSE MUNTI S 14' Z } MAX 0 HEAD A 21"MAIL w MAX. Y Be USED APPLIED) gW� A 211 "MAX H�/IAAX CORNERS 4 HEAD CORNERS B HEAD CORNERS 7 ZZZ333 r 5 C '� 4 �' 4 ' ♦ n IL '.r Q T< 'I qZdC J J C m C m 14' m 333 4 E 7 SILL b a �n 47 1/2' D.LO.(VEN» y VENT WIDTH VENT WIDTH VENT-W IIDTH Z I TYPICAL t= q TYPICAL. ELEVATION TYPICAL ELEVATION W EQUAEQUAL LRES EQUAL UTES FLANGE FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WRH FIN ADAPTER Cp _ MAXIMUM DESIGN LOAD RATING -+ 60.0 PSF (FOR WES SHOWN ABOVE OR SMALLER) - 80.0 PSF p TD. FRAME crt.r. $ MAXIMUM DESIGN LOAD RATING -+ 80.0 PSF e$Q (FDR STIES SHOWN ABOVE OR SMAID) - 80.0 PSF HT-RISE FRAME.SELL of ^ g FOR ALTERNATE SIZENIU TS•IM:!"PPE MRSA OF WINDOW. • o<m NOT TO EXCEED TE5TV FRAME ARER OF•2814 91.Fs D:41/.'%bTFi. ``j11N1111 rrr7jA' •• ••• •• • • • •• PRODUCT REVISED NS comp whb the F1eAdf - 7aSY2 c N•p 17.1114.07 * NOTE: - — - • ••• a 4 GLASS CAPACITIES ON THIS SHEET ARE • • • • ' • •Exp1�O" 22 - • • • • • • MATE OF .'• d-.I.g no. AND ON ASTM BUILDING O _(I SEC. GUSTS) • • • • • • ••• • �� •.. r••' wl 6--57 AND FLORIDA BUILDING COMMISSION ••• �• • • • • • • • • / �� DECLARATORY STATEMENT DCA05-DEC-219 • • i•• ••• • • • grl1 1 sheet 2 011 • •• •• • • • •• •• ••• • • • ••• • as 1/a' e3 1/L' 53 1/6• (, M NDOW W10IH WINDOW WIDTH WINDOW WIDTH 47 1/2' m D1.0. (FIX. LITE) (SURFACE APPLIM) WA f. 0 3 r MAX. 21,MAX ,MAY SE USLD 6'.MAX. 2t,MAX 6'MAX HEMHEAD CORNERS 4 HEM CORNERS 6 HEAD CORNERS 7 qj -- - ii it �i u JL_____JL___ _ 01—r-7 I .- tl___ 0 /. 0 = 1' --j--fir--- a %i I �� a2 e ii % ii 6 7 i % ii ON tF G I I 11 I I I I W j j F u u h _ 1,IL •% it C •�S m C mw� 14 mCi -T W 4 370 6 70 7 NAK ® w <n gyN +7 1/Y $ SILL 8 s a4 �, D.L.O. (VENT) yN p 50 1/8' 501/8- so Ile 8 Z C�j p6 VENT WIDTH VENT WIOM VENT WIDTH Ip x In TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION w EVATI UNEQUAL LfIES (ORIEL TYPES UNEQUAL LRES (ORNI TYPE) UNEQUAL LM (ORIEL TYPE) FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WffH FII ADAPTER MAXIMUM DESIGN LOAD RATING e+ 60.0 PSF (FOR SIZES SHOWN AWA OR SMALLER) - 80.0 PSF a }y STD. FRAME SILL g MAXIMUM DESIGN LOAD RATING + 60.0 PSF g (FOR SIZES SHOWN AW&OR SWAL=) - 80.0 PSF HI-RISE FRA10 SILL OPERATING VENTS CAN 1116 4/20%W3 NDOW FiEIGFrt `o BFj MAX.D-L OFC.FOR FAKED LITE NOT,TO�XC EDl SO.�T.• •• `CCITT 11N TAA m FOR ALTERNATE SIZE dkgs MAX FEoME Am•oF•WIwW • 11•�� NOT TO EXCEED TESTED A11E�W261+90.Fj.'O�41/6'WIDTH. ` • • • • a ` •• ••• •• •• i ••• PRODUCT REVISED I N e•m= wNh the Florida 70602 E_=== NOTE:_ 17.1114.07 •-` ••• Al GLASS CAPACfT1ES ON THIS SHEET ARE _ ' _ • • • • - • e.Pirauaro.t•05/04/2022 - TE OF dl>TNinq rro. BASED ON ASTM E1300-09 (3 SEC. GUSTS) s r, W16-57 AND FLORIDA BUILDING COMMISSION • • • • • • • • Mon / F. �` DECLARATORY STATEMENT DCA05-DEC-219 • • •• • • • • • • • / iNil Y aAeet • • • 0:0 • Iffy TYPICAL ANCHORS - .. WOOD EU4( SEE ELEV. �u FOR SPACING .EDGE DIST. EDGE MSTRUCNRE j MIUf-OWE COlRT1Y APPROVW i� °� _ �a• : _r " I c �. 00. EDGE DIST. I' SEE�AAATME tlgA ANCHORS i; 0 w- ; 11 MGE DIST. 1 7JTj� € E1 ar TYPICAL TYPICAL ANCHORS nF1rx ANCHORS 0 0 SEE ET EY. �4 a . SEE DF7. Z FOR SPACING FOR sPACINc FOR SPACING ( a I u o c I,/I �zan_ I3 WOOD BUCKS AND METAL STRUCTURE NOT BY ES..WINOOWS < g MUST SUSTAIN LOADS 1UPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING W1 1-3/8' X 1/4" WEEPHOLES AT 4" FROM EACH END 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 161,FY-155 KSQ Mt1 OPTIONAL To INTO 2BY WOOD BUCKS OR-WOOD STRUCTURES PO7 � g -1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) Ee ue " THRU 1BY BUCKS INTO CONC. OR BLOCKS U © 1-1/4-- MIN. EMBED INTO CONCRETE(HEAD/JAMBS) W s 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Nu DIRECTLY INTO CONCRETE OR BLOCKS w a C1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) S p r1 jn 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 8 z .n a jl 1/4' DIA TEKS OR SELF DRILLING SC$QS (GRADE 5 CRS) �z r�j p INTO MIAMI-DARE COUNTY APPROVED MUAIKINS uj C)S x 1 OR ai INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 4 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) i STEEL- 1/8"THK_ MIN. (Fy = 38 KSI MIN.) rrp (STEEL IN CONTACT WITH ALLMINUN TO IIE PLATED DR PAINTED) A 1 OI No TYPIC.11 FMG I11gTAAlf`F 0 M9 i INTO CONCRETE AND MASONRY = 2-1/2' MIN. ° R iD INTO WOOD STRUCTURE = i" MIN_ ° 1 70 i INTO METAL STRUCTURE,= 3/4' MIN. o 1 NS E5 Y3 WOOD AT HEAD, SILL OR JAMBS SG= 0.56 MIN. OCONCfWM AT HEAD,3U OR JAMBS t'° - 3000 PSI MIN. . C Me C-90 HOLLOWMLLED BLOCK AT JAMBS,Pm =2000'PSI MK 2 • d S Nit • •\i•• • • ••• 1%11 fill •i •• • PRODUCT REVISED • ••�• • JpD•AH , a •a - , • • • •• "S God• con"P wlw the FhAd• fM 70692 6 ` N"g. 17-1144.07 C>� ,a � '=' Rxpbmtjm D—OVUM= .. _. ••'• + ••• • d c SWE OF drewing9 Wt • • ler •• • • ay RontD�.:' F.� W16-57 W1 • • WCSD E?Jg( • ••• • MI i n • • •• • • • • • • i /�� \ • • • • f • • • A 7111111111 ahfet of i O 1/4'IIAX Md M6 EO 4tH YB Y2J 1/ M11 19 M7 9iN M1J Mt5 g �TYPICAL.ANCHORS ill� SLE ELEV. FOR SPACING p 1/4' � MIAM-DADE COUNTY f EXTERIOR E4 E14 01.OPG. I By v WINDOW WRUTFI WOOD BUCKS a I I }g 11 TYPICAL ANCHORSSEE ELM I I I 3 FOR SPACING I N HORS SEEEtifl 3 m n I FOR SPACING WINDOW MOTH WINDOW WIDTH M7J u• MZ2 t7 IL9 ue 1 1/4•MAX. M1a 1/4 141X. SHIM SHIMS . TZ ,e SEE ELM � •.• FOR SPACING TYPICAL ANCHORS SFE a& FOR SPACIhU O _____ ___ _ ,t./ Sj SCREEN OPT.__—____ ° S S • �. � .�."��. � � ••• `71 111/11j e i • ••• EXTERIOR t1EfAL WOOD BA .• •.• '�,•e•� •• �'•tf ••, �� • • PRODUCT REVISED )' • •.e • • •• u�eeln•NleaswlM the FhwId• STRUCTURE E4 Ve lay Cod WINDOW WMTH NOA-Ne. 17.1144.07 - '- -• ••• Eaplr•tl••Dot-945t04/2022- • • • •a • • • iT147EOF :• � drawing no. • • •• • � � • • • • • i/ANAL`�� en.•L o! • • •ee • • • illi I\ 0 see 0 ••• • •• •• EDGE DIST. METAL MIAMI-CAADE COUNTY APPROVED • EDGE D{ST. STRUCnA2E MUMULLIONON&MULLION ANCHORS 3 SEE SEPARATE NOA 0 I EDGE DIST.I L i----L ; I N O E15 EIS EIS $$QQ ALT' M21 M21 M21 ¢6 I TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS O: R SEE ELEV. SEE ELEV. SEE ELEV. FOR SPA:eNG FOR SPACING FOR SPACING +� 1111111 I1 N 1 o In • E'+ m 1/FIs L E15 O 21 n TYPICAL AN H d z FOR SPACING I 41 ° M21 -.ffIl/1-1 r t og I 6 V /1C M21 WINDOW WIDTH I• � I AN �, t T I •• ••• • E1S • • • ••• • • ••• ``111 as IN ADgPM SEE SH 4 A•f?OR WRAOW 0[TAIS• • •• PRODUCT REY{SEFl T Florida NOA-Ne_.CCoodd 17-1114.07 0 k v" i •�• • _ ' `v'• • • • • • ••• � • lxplraflee Date 05/0412022 6DITEOF drawing no. •�• • • • •• ••• i eN>y ALOR►D! `. W16-57 • • • • • • • • Mot ,��0lYAL .�` . ••• •• • • • • • IlHIN` sheet of goo 0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • ,YPICAL ANCHORS. V T M1USTRATNE DTIS. SEE m 4LY FOR ELEV.SPACING EXT.OR IM.FINISH NOT SY ES.WOW. INO { TYPICAL ANCHORS: SEE e".FOR sPACF d � J14 WOOD SCREWS (GRADE 2 CRS) CTUR � O INTO 29Y WOOD BUCKS OR WOOD STRUES p 1-1/2' MIN. PENETRATION INTO WOOD ® It AK E,5 V ALT. ,moi 1,0 TEKS/SELF DRILUNO SCREWS _ AT 5 FROM ENDS a 8 AND 12 O.C.MAX. W C ,/4•AIA%. QW ,/r•Ma. ON .ALT. �+d•n E73 1121 a M Z3J 110 TEKS/SELF DRIWNO SCREWS AT 5 FROM ENDS Vl uQi AND 12 O.C.MAX. M ' i i ILI 110 MM/SELF DPoLLING SCREWS _ AT 5 FROM ETmS T��ANCHORS EXTERIOR. o i AND 12 O.C. MAX. SEE FOR SPACING WI WUTH I I M21 O � C E15 •• •.• • • • • • •• ALT. • • • • • • • • • $0 i u i •. •• ••• • • ••• •• ,111111j�''' Z INST ATIORI DIi9AiL WK'H FIN iljafA&PTER .•�dP�..'+.��7M �� •, i SEE SHEETS 4 h.5 FOR WINDOW DETAILS PROZKJCT REVISED '; 6 � drawingno. hd,m WM tM FlbAds ration D•b022 * �} \ • ••• _ • __ • _ • • NCA No. 17-1114.07 • • • • • • • • • f•r rwlrwl ANCHORS • • • • • • • • • • • s '' "� �bW;6-57 {i SEE ELEV. • • •• • • • • • • 7 '. ;'••• � { MR SPS ••. • mt contral p 1 i 1 I ah..t 7 of I • • • • • • • • • • 1TIY I PISS; RBQD. D89CYTPISON MII'1'8R7IL PINI./SDPMIEL/1llMIRSS ��, • E1 ES-EL101A 1 FRAME HEAD 6063-T6 E2 ES-EL102 1 FRAME SILL(STANDARD) 0063-76 E3 .ES-EL103 1 FRAME SILL(HI-RISE) 600.5-T6 - Z E4 ES-EL104 2 FRAME JAMB 8063-TB - 0 •0 !� I E5 ES-ELIOS 1 VINE TOP RAIL aD83-TB - E6 ES-F1106 1 VENT BOTTOM RAIL 6003-76 - E7 ES-EL107 2, VENT SIDE RAR. 6083-76 - EE ES-EL105A 1 FIXED MM RAR 6063-76 E9 Es-EL109 AS R00. GLALNG BEAD(5/10'LAM.GLASS) 0083-TB - j yyff1- E10 ES-EL110 AS ROD. GLAZING BEAD(7/18'LAM.GLASS) OD53-TO Ell ES-ELM-, AS ROD. GLAZING BEAD(NSUL LAM.CLASS) 6063-TB E12 ES-ELI 12 AS RM. FLUSH FRAME ADAPTER 8083-T6.. E13 ES-EL113A AS READ. HEAD SCREW C04N 6063-TB - C E14 ES-ELI 14 AS READ. JAMB SCREW COVER 8041-Te E13 ES-ELIIS AS REGD. FLUSH FRAME ADAPTER WITH FIN 6063-T6 - M1 ES-5006A AS RECD. GLAZING BEAD BULB SLJCONE DUROMEFER 5515 SHORE A M2 EL10D-001 A5 REr�. VENT ODT1OM.GASKET EPDM DUROMEIFR 6813 SHORE A $ LA 80-372A 2/LITE SETTING BLOCK AT 1/4 POINTS(IAN.GLASS) SILICONE OUROMEIER 8015 SHORE A M4 ELIOO-B01 2/LTTE SETTING BLOCK AT 1/4 POINTS(NSUL LALI.CLASS) SILICONE DUROMETER 8033 SHORE A v m MS Q300TI9O AS REOD. Q-LON2 WEATHERSEALAT SILL URETHANE FOAM Me 23211 NG AS REDD. PILE W'9TWPPING WITH PLASTIC FN POLYPROPYLENE - L' M7 ES-E1115 4/VENT VENT TOP GUIDE(SPIRAL BALANCE) CELLON - U MB ES-FLUB 2/VERT VENT TOP GUIDE(BLOCK 51 TACKLE BALANCE) CELLON - W M9 SKOO-4010 2/VENT SPRING LOADED LATCH 6081 T6 ALTERNATE TO SWEEP LATCH N70 ES-1012 2/LATCH LATCH SPRING ST.STEL - M71 SL302-10( 2/VENT SWOP LATCH DE GST ALUM - M12 FA4755129 2 WEEP HOLE COVER NYLON - 8 ZZC U13 SERIES 66 2/VENT' BLOCK k IACKLE BALANCE CRS - S Z M14 13P13 2/VENT BALANCE TAKE OUT CIDP ST.ST1A - I vi MIS - 2/VENT SPIRAL BALANCE CLASS 5 CRS - W F MIS 21803 - NON TILT Sr.STEEL" - M17 ES-OG4 2 VENT GUIDE NYLON - M1B ES-1000-PIL - LEFT NOTCH CAP NYLON. M19 ES-1000-PLR - RGHT NOTCH CAP NYLON r•I M20 P'ENDIENTE - SASH M21 /8%1- - t FLUSH FRAME ADAPTER ASSEMBLY FASTfNEF$ ST.STEEL FH SMS p L� M22 /8%1- - FRAME AND VENT ASSEMBLY FASTENERS SG STEEL PH SMS ES uo• }10%1-1/4' - SPIRAL BALANCE ASSEMBLY FASTENERSST.SIM FH SIMS S U24 /6 X 1/2' - VENT GUIDE ASSEMBLY FASTENERS ST.SYM FH SMS N25 f8%3/4• - SYIFEP LATCH FASTENERS ST,STEEL FH SMS _ e M28 /0 X 1/z• - NON TILT FASTENEtLS Si.STEEL PH SMS o y •• ••• • • • • • •• Yl E • • •• • • • • • 11 11 flit b g<m PRODUCT REVISED �'• •'• � M as I,- whh t11•SEod" 6�dldi � 6 MOA,Nc. 17-1114.07 — = �• • ••• • • • • ExpimtMo Date 05/04/2022 - • • • • • • ••• • • STA�T�E.wO�F = � drowhg no. 7/II"�W�1 L1�1 sheet $of • • • • • • • • • • ••• • • • ••• • • r^-2.917 �t I 2897 �Bi v o5a A52 L� .045 1� I TYP. Z.68Y .719 T� .500 X625 Z r J .823 .082 2-917 f^-2780 r� a 1.187 1.187 E12 FLUSH FRAME ADAPTER � ��- 2987 �j • Et FRAME HEAD 2.812 F t.1571 tsoo � FW�ME JAUB C).1� gg 1141 •305 _ X825 a O� ffi 2049 .045 1 q4, Ogg 27807'!P2313 E15 �§I FRAME ADAPTER WITH FIN 2:914 7 .039 $nf FA FIX. MEETING RAIL •875 v m L .579 1.474 2.917 OFRAME SILL(STANDARD) w 1.313 • 3.141 1° Z ca M LAWU) 082 I 082 2688 �. I VS 1.014 1184 _ �M�0 - [3 VENT TOP RAIL 0 i 2347 .875 L .078. O FRAME SILL(HI–RISE) 2148 Tw • 1.313 1.122 •4� I .WO .277 �. 050 1.421 T1P. I I—� 1.0'm 1 .078` 1.1 g7 II•�-1740---11 •• •••° • • • • • •• w°'1 g Eg VENT BOTTOM RAIL • • -•••. • • • ;°<m Et HEAD SCREW COVER u9 SPRING LOADED LATCHso • •• • • • • ••• • ��t-��11t1I Iu 7�� 1.506--{ • • • • • • • • • �f.............. r.. 7i • —� 3oe g3a .519 �–y 135 PRODUCT REMISED I I �T •• Mth the Florld• S 1.41M .082 1.280 g2� 925 pT— I How ado 17-1114.07 .974 ■17•.974 • –•M .OIR A74- • • • •"TTT • • • Expiration Da• $/04/Z02Z .-�.- • • • • + • t SMKMOF `� drawing no. c • • • • • • • s • BY ALORiDd`.•.• •...... ,�.� W 16-57 E7 VENT SIDE RAIL t4' JAMB SCREW COVER O I0 - 7 `�� GLAZING BEADS Ih lilt t eh••t 9 of RD*00 4p � I • • • • • • • • • • ••• • • • ••• • • n e CA j gF n iSH FRAME ADAPTER GOR R _ o FRAME TOP CORNER ig � U VENT TOP CORNER J` O�M� M / y s 2 j o j RN FRAME ADAPTER CORNER ^ VENT BOTTOM CORNER • • • 'i i i ••i •• �i`�\� .........AN o �• r •• • • • •• ;�cFNa • •• .• _ j PRODUCT REVISED = y at eomplylnp with the>Pletlds 70m S i r N6Oq• _17-1114.07 ci•4• • -• • • • • • •e�•l.won n s/Og/2O22 • • `• qp • • • ••• • • STATE OF drawing na. FRAME BOTTOM MRNE12• • • • • • '�• S' �. Vi/16-57 T—� ••• • • • S�rpNp`% %� �� ah•et 10 0+10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• ••