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WS-19-936Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit i to.: l`S-04-19-936 Permit Type. W11ndows/Shutters r0xCftM10S.5!'ncC1t1bn: Window/Door Replacement Permit Status: Approved Issue Date:05/03/2019 1 Expiration: 10/30/2019 Parcel Number 1200 NE 105TH ST 26, Miami Shores, FL 33138 1122320910060 Contacts HACHI 26 CORP Owner MARTIN MAS 1200 NE 105 ST 26, MIAMI SHORES, FL 33138 TISW CORP Contractor ANTHONY INFANTE 7850 SW 68 TER, MIAMI, FL 33143 Business: 3052749838 Description: REPLACE WINDOWS 5 Valuation: $ 6,000.00 Inspection Requests: Ll Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $1.20 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $3.75 Windows/Shutters Fee $100.00 Total: $216.80 Payments Date Paid Amt Paid Total Fees $216.80 Check # 8387 05/03/2019 $166.80 Check# 1522 04/29/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining ther o and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac pting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are re ired for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AF I VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulft pjn trct�n►and zoning. Futhermore, I authorize the above named contractor to do the work stated. Signature: Owher / Applicant / Contractor / Agent Date May 03, 2019 \ Page 2 of 2 0S , ��v a g BUILDING PERMIT APPLICATION BUILDING ❑ELECTRIC Miami Shores Village RECEIVED Building Department APR 2 9 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201- Master Permit No. , `�S 4 V`'l Iq r qS `�' (n Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Folio/Parcel#: � 1-223Z I — L.U10 Is the uilding Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: _ FFE: OWNER: Name (((F'�eee Simple Titleholder): / _ ul it` Ctw��olone#:--M-3(? —(001 Address: 12W OF IULjLT— � L(o City: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company''Nallme: _ Address:Mffi 6VV City: y� Qualifier Name. I U State Certification or Registration #: DESIGNER: Architect/Engineer: _ hone#: Zip: ' J Phone#: , lU(YJ M 2— of Competency #: s9 Address: // City: Value of Work for this Permit: $ f o �M Square/Linear Footage of Work: Type of Work: ❑ AcJ,dition ❑ Alteration ❑ New ,� ij�'air/ ce Description of Work: Specify color of color thru tile:, Submittal Fee $_ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ -15 Zip: ❑ Demolition CO/CC $ Notary $. Double Fee $ Bond $ o� TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 $2500, 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 t must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is 'sued. In h absen a of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNS or A ENT CONTR CTOR The foregoing instrument w s a cnow ledged before me this k ,day of 20 �� by -Lk Z_ o is personally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: �.�.v�.V..-r Seal: U ..srr a Notary Public State of Florida y�' �j, jostles Torres �g My commission 102915 ���d� Expires 0Bl27/20Tt J sss******ss APPROVED BY The foregoing instrument was icknowledged before me this day of 20 �by who is personally known t me or who has produced _ as identification and who did take an oath. NOTARY PUBLIC: Seal: 9991. of Florida ********************10ssss*** ****s**** Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) "WAL016, Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection reguirements for. Windows, Doors, Skylights or Fixeeblas's (cT;Ming) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights,or. ed glass (cladding) the permit holder or qualifier bearing his signature,oh thepe, "'lication shall abide by the requirements of this department and comply wi statement: 10 i I Upon obtaining window and/or door permits for the instal d same, it is the responsibility of the permit holder to request "window/d framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge di I 'stance, emb6dinent and spacing. The purpose for this inspection, is for the verifica4on of 49*nce with Product Approval 0 rt 16 A Quafifier/O/Ovne� Signature -7 Date Print t � Nol��ar ti C with; -,CamScanner 4/29/2019 Detail by Entity Name Div:51C :'; ()F CORD iRATION: (um �Y,-7 rg Department of State / Division of Corporations / Search Records / Detail By Document Number / http://search.sunbiz.org/Inquiry/CorporabonSearch/SearchResultDetail?inqui rytype=En*N ame&direcbonType= Initial&searchNam eOrder=HAC H 126%2OPl9O... 1/2 4/29/2019 Detail by Entity Name http://search.sunbiz.org/Inquiry/CorporationSearcIVSearchResultDetail?i nqui rytype=EntityN ame&di recbonType=lnibal&searchNam eOrder=HAC H 126%20Pl90... 212 Miami -Dade Official Records - Print Document Page 1 of Tbh Dacmeat Pmp and Sr. Alvaro Castillo Alvaro Castillo P.A. 1390 Brickell Ave Suite 200 Miami Florida 33131 Pared 1D Nomber. 11-2232-091-0060 Warranty Deed 1 !{till I{lll itlll lllll hill Itlit hill l{III! CFtq 20:Lc?R0042937 OR SP. 3129E Pas 1903-1905 (3p9s) RECORDED 01/23/2019 10:08:33 DEED D{u. TAX $2+550.00 HARVEY RUVINr CLERK OF COURT NAHI--DADE COUHTYr FLORIDA This Indenture, Made this 9 day of _-TrAr M0. , 2019 A.D.. Between Mark 3. Brodsky, a married man of the County of Montgomery , State of Maryland , grantor, and RACRI 26 Corp, a corporation existing under the laws of the State of Florida whose address is: 1390 Briekell Ave Suite 200, Miami, FL 33131 of the Coaruy of Miami -Dade , State of Florida , grantee. WitneSSeth that the GRANTOR. for and in ea Wauion of the sum of --- --------------------- TEN DOLLARS 010)----------------------- DOLLAR& and other good and valuable eonsiduedon to ORAMTOR in hand paid by GRAMTEE, the receipt wheroof is hereby selmowWaad, hex granted, bargained wo sold to the said GRANTEE and GRANTEE'S heirs, socoessors and assil;w forever, the following described land, siwaoe. lying and being in the county of Miami -Dade stele of Florida to wit: Unit No. 26, of Village Del Mar Waterfront, a Condominium, together with an undivided interest in,the common elements, according to the Declaration of Condominium thereof, as recorded In Official Records Book 24246, Page 555, and all exhibits and amendments thereof, of the Public Records of Miami -Dade County, Florida. Included are 6 Docks with folios: 11-2232-092-0200 11-2232-092-0210 11-2232-092-0220 11-2232-092-0230 11-2232-092-0240 11-2232-092-0250 Parking spaces: 39,40,41 Subject to: 1. Taxes for the Year 2019, and subsequent years. 2. The Declaration of Condominium and any amendments thereto. 3. Restriction, reservations and easements, dedications, rights -of -way and limitations of record, if any, without hereby imposing same. The property herein conveyed DOES NOT constitute the HOMESTEAD property of the Grantor. The Grantorrs_ROMESTEAD address is 8228 Kerry Court, Chevy Chase, Maryland, 20815. and the grtmtor does hereby fully warrant the title to said land, and vnR defend the saw apinst lawful eaim of all persons whomsoever. t a.res«v.aerott„rws.�.at.� mtv ataatsas-ssss r�. 11RD•2 Book31298/Page1903 CFN#20190042937 Paqe 1 of 3 littps:`,'ti�rNN-A�2.miami-dadeclei'l:.cODI"Off cialRecords/I'rintDocument.aspx?Q5=YaoUfOzxryl flh4T... 4/18/201 Miami -Dade Official Records - Print Document Page 2 of Warranty Dmd - Paee: 2 eared lD lMamber. 11-2232-091-0060 In Witness Whereof, dm rwaor has herewno see ba band and sew dte day and year fou above written. Signed, sealed 4d v * in our presence: , . - (SW) Pxintfd Name: Mark E. zodsky With@ t-7 P.O. Address: 8 , Kerry Coar4 Cbevy Cham MD 28815 ersntea-avama : J1eF[�if Lit otf5lav I Il a ear Witness � i c�R:�Cc' o� C`.olvmbiG� ; SS ,he foregoing buu ment was ackoowkd8ed before me dds at%". day Of -'aYwaeI , 2019 by Mark E. Brodsky, a married man wbo is personalty (mown to me or who has produced his 1D. L s identification. %�/•MMMMM. +s��p9•�o lof�r.[i1. Printed Name: tt ct ;c; 9n1 • o�� Notary Public My Commission Expires: '0a%P�/Y\IQQii� I�l .i, li � • tti�• � � nt +� •e `•+,� f j;M V �o>^,.r' FEVE ALICIA WALKER District of Columbia Notary Public My commission Expires November 14, 20M FTKVZ19-001 i.. kro It41.Mi4l44 1,w•tw ' https:IINNiN,w2.nuaiiii-dadeclerl-.com/OfficialRecords/PrintDocunie.nt.aspx?QS=YaoUfOzu•Nll f\�74T... 4! 18/201 Miami -Dade Official Records - Print Document Page 3 of Book31298/Pagel904 ti .1 AFFINITY MANAGEMENT SHFi►'I(ES CFN#20190042937 Page 2 of 3 OR BK 31298 PG 1905 LAST PAGE Ticket Number; A 10319549 Certificate of Approval Application type: Purchase Application date: 1/3/2019 Close/Move in date: 1/17l2019 Association name: Village Del Mar Condominium Association, Inc. Property address: 1200 NE 105 ST 26 Miami, Florida 33138 At the request of the present owner, the undersigned representative of the association hereby certifies that the transfer application submitted by the following applicant(s) has been duly approved by the board of directors pursuant to the provisions of the Declaration of By -Laws: HACHI 26 CORP Martin Mas If you have any questions or concerns please do not hesitate to contact us. a�ct��, Name /,� 4 A/ ®/ ature Title Date 8203 NW 4IA ST Suit, 200, Doral, FL 33166 . O: 305.3254243 . F. 305-325-4053 Trnr,sfet VT-K!,,nagedByAffinity.ean .yLww WrAcgAvfTIWW OOM littps:!'N�-w-%vr2.miami-dadeclei k.com/OfficialRecoi-cis /PrintDocument. asps?Q S=YaoUfOzxry 1 A114T... 4/18/201 VILLAGE DEL MAR COND OMINIUM ASSOCIATION March 29, 2019 RE: 1200 NE 105 ST #26 — Impact Window and Door Request Board of Directors for Village De Mai' Condominium Association has Please be advised that the Bo our req approved the Architectural change / modification alteration as per y Approval: Installation of Impact Windows and Doors Your approval is subject to the following: Please do not begin construction, alteration, etc. until you have obtained the appropriate and necessary permits (if necessary). Please send us copies of these permits for the Association's record. Thank you for your cooperation in complying with the governing documents of your goaswimal you fonattenti to this matter. `T►�r. Respectfully, AFFINITY'MANAGEMENT SERVICES, LLC For the Board of Directors 1200 NE 105 ST Miami Shores, FI 33138 4/29/2019 Detail by Entity Name DIV EIioi: e.? C"R"!1 RA T I.7 NS ,N t" 4 org of Elpridil kre'% lk Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Not For Profit Corporation VILLAGE DEL MAR CONDOMINIUM ASSOCIATION, INC. Filing Information Document Number N03000002434 FEI/EIN Number 11-3717545 Date Filed 03/19/2003 Effective Date 03/19/2003 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 11/12/2008 Event Effective Date NONE Principal Address 1200 NW 105 ST. MIAMI SHORES, FL 33138 Changed: 09/26/2008 Mailing Address 8200 NW 41 ST SUITE 200 Doral, FL 33166 Changed: 09/07/2018 Registered Agent Name & Address PAUL A. MCKENNA & ASSOCIATES, P.A. 1360 S Dixie Hwy # 100 MIAMI, FL 33146 Name Changed: 01 /11 /2012 Address Changed: 02/22/2017 Officer/Director Detail Name & Address Title President http://search.sunbiz.org/Inquiry/CorporabonSearctVSearchResultDetail?inqui rytype=EntityN ame&directionType=lnib al &searchN ameOrder=VILLAGED ELMAR... 1/2 4/29/2019 Detail by Entity Name ROTH,ADAM 8200-NW 41- ST SUITE 200 Doral, FL 33166 Title Secretary, Treasurer Gonzalez, Maria Beatriz 8200 NW 41 ST SUITE 200 Doral, FL 33166 Annual Reports Report Year Filed Date 2018 03/08/2018 2018 05/23/2018 2019 01 /14/2019 Document Images 01/14/2019 — ANNUAL REPORT View image in PDF format 09/07/2018 — AMENDED ANNUAL REPORT View image in PDF format 05/23/2018 — AMENDED ANNUAL REPORT ............................................................................................ View image in PDF format ._.._._.._............ 03/08/2018 — ANNUAL REPORT View irriage in PDF format 06/12/2017 — AMENDED ANNUAL REPORT View image in PDF format ...............................................................................................................................: 02/22/2017 — ANNUAL REPORT ................................................................................................... View image in PDF format . .......................... : 12/20/2016 — Req. Agent Change ................ View image in PDF format _.................. ................. .................................... _._................... _.... _..: 03/25/2016 — ANNUAL REPORT View image in PDF format 04/17/2015 — ANNUAL REPORT View image in PDF format 03/26/2014 — ANNUAL REPORT View image in PDF format 02/18/2013, — ANNUAL REPORT View image in PDF format ........................... 01/11/2012 — ANNUAL REPORT View image in PDF format 04/01/2011 — ANNUAL REPORT View image in PDF format 03r'05/2010—ANNUAL REPORT View image in PDF format 02/10/2009 —ANNUAL REPORT View image in PDF format .................................................. _ .............................: 11/12/2008 — Amendment ..................... View image in PDF format ..................................... ..................................................................... : 09/26/2008 — ANNUAL REPORT View image in PDF format ..........................................................................I.........................................: 01/03/2007 -- ANNUAL REPORT View irnage in PDF format 10/13/2006 — REINSTATEMENT View image in PDF format 09/07/2005 — ANNUAL REPORT ...................... View image in PDF format .......... ........................................................... .......-...._..... ..---.._.._ 04/30/2004 — ANNUAL REPORT ......................................................................................................................-....., View image in PDF format 04/0212003 — Articles of Correction View image in PDF format 0312012003 — Domestic Non -Profit View image in PDF format http://search.sunbiz.org/Inquiry/CorporationSearc[VSearchResultDetail?i nqui rytype=EnbtyN ame&di recbonType= Initial&searchNam eOrder=VILLAGED ELMAR... 2/2 , : „ __ - Ji , , , , , : : , i, r tv I, loge .. , , , mi Sh o s ii APPRGVFD: Y� DATT , �[ 6 , 70NING DEWi� p L O r 'tiY RLDG'DFFPT' JAI /,- r'L m0 rI}4PLIAN EWIIIHF�L_ [ R' L KIM /� 1 3 _ N~F UP�-- F7 LA 0 : 1$-r,220,V Y -- , ..�. 4 .«. .._..1 _.�...... ...ds....w:... ,.._._.. _- W..nrowwaa.iae�-r—."`+'�^Y�'�r..n.®oa�..,i... i , : : , , , J •'�, �... : : : : 0 z z r z m SITE SPECIFIC WINDLOAD CERTIFICATE AL—FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 1 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com I alfarooq@afceng.com Project Number: 112644-7840 Date Requested: 3/12/2019 4:43:25 PH Client: Anthony Infante Mailing Address: Anthony lUfen to *.... ' 960066 TISW CORP TISW CORD .... • • 7850 SW 68 Terr 6956 R VY.1#9 ST • ... Miami, FL 33143 Miami',•FC%166 Project Address: 1200 NE 105 ST . . '. • Miami Shores FL 33138 Job Name: MAS • • • • • .. • • • • • • • 9 .. Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category D Roof Type Sloped Mean Roof Height 30.00 ft Elevation of Opening 30.00 ft Least Horizontal Dimension N/A Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 1.16 Velocity Pressure Coefficient (Kz) 1.16 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 77.5 psf Velocity Pressure (Qz) 77.5 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Gcpi +/- .18 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2019 , Copyright AI-Farooq Corporation Wind Load Analysis for comptrp-As and cladding with . • impact protection as per specification of ASCE 7-10 $,zQL7 FBC. • • .•"" Design Wind Pressures (PSF) Trib. Area (ft Z) Zone 4 Zone 5 10 +54.8 1 -59.5 1 +54.8 1 -73.4 ZONE 4 dN10% OF LEAST HORIZONTAL DIMENSION ZONE '9=1 HEIGHT'H' FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT H d d Valid Only with Engineer's Seal s MAR 1 1019.• `— CAN (EB) #3538 MtAMaDADE MfAMI-DADS COUNTY MEW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC_ RESOURCES (RER) 11805 SW 26 Street, _Room 208 - BOr RH ANU COD DMh�F1STRATIOIY.DdVCS10N -- - -—T-(786-)3-15-2590- .F-(786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cwNittion materials. The documentation submitted has been reviewed and accepted by Mian i-6ade Couniji.UR - 00 �• Product Control Section to be used in Miami Dade County and other areas where Ak-%ecl by the l iathority •..„� Having Jurisdiction (AHJ). 000000 This NOA shall not be valid after the expiration date stated below. The Miami-Dade*Milty Pro(:u t Caontrol :"": Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Coun�y) rese?ve ch2 righto­* to have this product or material tested for quality assurance purposes. If this proAit.ta material fails to • • • • • perform in the accepted manner, the manufacturer will incur the expense of such W;Z and the )L*FIJ may "• •; • immediately revoke, modify, or suspend the use of such product or material within theirjurisdyAio%. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade-Couat�, ProQdCt•lEt9ntrol * * 0 "0' Section that this product or material fails to meet the requirements of the applicable building code. • • • • This product is approved as described herein, and has been designed to comply with the Florida Building* • Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series tEco-Guard-60"-Aluminum Horizontal Rollina Window = L.M.I. APPROVAL DOCUMENT: Drawing No. W14-11, titled ``Eco-Guard Series-60 Alum Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision B dated 10/19/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahumad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large an'd Small Missil" Mfg ct'Resistant J LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available For inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0403.09 and consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 1?-1102.2'_-" -71 0,/vduit Expiration -Date: June 19, 2019 � Approval Date: January 11; 2018 - .i- Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA No. 14-0403.09 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-11, titled "Eco-Guard Series-60 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision A dated 05/2')/14- prepared by Al-Farooq Corporation, signed and sealed by Javad:4hmad, P.B...... B. TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ' 2) Uniform Static Air Pressure Test, Loading p&.�"e, TA;43O?�94 3) Water Resistance Test, per FBC, TAS 202-94•:•.� . •, 4) Large Missile Impact Test per FBC, TAS 201 94•006* 0 5) Cyclic Wind Pressure Loading per FBC, TAVIOI) 994 • along with marked —up drawings and installation diagram of an Eco-Guard ioariz:60 aluminum horizontal rolling window, prepared by Fenestration 'l a ti4g Lal2oratory, Inc., Test Report No. FTL-7634, dated 12/ 09/14, signed and sealed by Mar* ,, o • Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/19/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QU.ALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlavers" dated 03/28!13, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 31, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. None. E-1 S. "g zA w Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.22 Expiration Date: June 19, 2019 Approval Date: January 11, 2018 Eco Window Svstems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W14-11, titled "Eco-Guard Series-60 Alum. Horiz. Rolling Wdw. (L.M.L)", sheets 1 through 5 of 5, dated 03/28/14, with revision B dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. •....' B. • TESTS • • • • .... 0 1. None. .... C. CALCULATIONS • • 1. None. ...... .. D. .. .. .... QUALITY ASSURANCE • • • • • •0 • L Miami -Dade Department of Regulatory and Economic Resources (RIR) ...... E. MATERIAL CERTIFICATIONS • • . 0• 1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Sa;lex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC St' Edition (2014� with FBC - r6il Edition.(2017); and of no financial interest, dated October 12, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 14-0910.09, issued to Eco Window Systems, LLC for their Series "Eco-Guard 60" Aluminum Horizontal Rolling Window -L.M.I., approved on 06/191/14 and expiring on 06/19/ 19. Sifang Zbao, P.E. Product Control Examiner NOA No. 17-1102.22 Expiration Date: June 19, 2019 Approval Date: January 11, 2018 E - 2 THESE WINDOWS ARE RATED FOR LARCE & SMALL MISSILE IMPACT. SHUTTERS ARF NOT REQUIRED. ECO-GUARD_ S)J'RIES-60 ALUMINUM HORIZONTAL POLLING AYINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT IDADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONI Y. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. ""1YP6L ELEVATION MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLEH) — 60.0 PSF i J - - -- /B' HEAT STREN'D GLASS \ 1/6" HEAT STREN'D GLASS .090' Interlayer 090" Interlayer Saflex Clear And Color Glass �By 'Eastman Chemical Co' (—Trasifol PVB By 'kuwroy America, Inc.' I I 1 I-1/B- HEAT STREN'D GLASS \ 1 r-1/8" HEAT STREN'D GLASS \ 1 SILICONE SILICONE NOTE: z m Dow Bss z m I Dow Bvv GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) _g 22 f 22 / AND FLORIDA BUILDING COMMISSION q o 4 • • • • • • • • 4)ECL4NORY•S•TATEMENT DCA05-DEC-219 m a III II ii • • • • • • • •• 10 n G,,. rl.r ..a.. _ w w • • • • • • • • •'tom, l�'f 101.2Z- I = � � � - � a L" GLASS TYPE 'A' GLASS TYPE_'H' • 0• (�! 1zbitg•• M T EOFdrawing no. 5/16" OVERALL LAM. GLASS 5/16' OVERALL /U1.•GLA55: • • • Q r.L�fA • • i�� E ID ,�`�\�� IAI 1 4_ 11 CI.AZING OPTIONS • • • • y yf/is 1�\\\ `�\` (sheet 1 of 5 �-54�`6 FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.11 MUST SUSTAIN LOADS BY ZING SYSTEM AND TRANSFER THEM TOPTHE DBUILDNGG STRUCTURE. {� WEEPHOLES: , TYPICAL ANCHOR: SEE ELEV. FOR SPACING W1 = 1/4" X 1-5/8" WEEPHOLES WITH BAFFLE AT 4" 1/4 PIA. IAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) FROM EACH END AND AT MIDSPAN 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) I W2 = 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES END AND AT MIDSPAN 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMB THRU 1BY BUCKS INTO CONC. OR BLOCKS SEALANT: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) JOINT SEALER. DIRECTLY INTO CONCRETE OR BLOCKS 'EDGE DISTt -- v• .v c -- TYPICAL'ANCHORS e\-SEE ELEV 1BY . FOR SPACING WOOD BUCK 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS; 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INIO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 51EEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN, INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCLURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. E CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 1 • • • • • C-•9O j1OLL00jT/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN N % 2 •• •i�• T' • _f }Zll �j�yt. • • ,� •• '�\+'•FJh-(14.J�dlq • • • 6 TEOF 00 y7lllli • • • • • • • • • • • • • ••••• • • • • • • y�U �0 Z o ��ppzp� J (y P 0 0M 01E, s L0Q 1 o��� Q ww�O W � IL N LL'ZN_Ai N J V O J n L o W v� olio 5 N p co i Z 3� m 3 z o 0 oo W J m: r OR E 1/4• MAX. TYPICAL ANC SEE FOR SP. METAL STRUCTURE cc (D-) XO LAYOUT MIAMI-DADE COUNTY JCKS 1/4" MAX SHIM :AL ANCHORS ELEV. SPACING ••• ••• • • • • • •• • •• • • • • ••• • •• ••• •• ••• • • ••• •• ••• •• 'BY WOOD BUCK STRU7 TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W14-11 .050 TYP. .875 r- _ .324 ---{ F .625 062 .384 i .625 056 t.2 2.68-7 h- 1.239 .875 tO GLAZING BEAD (9) VENT TOP/BOTTOM RAIL 1.869 - FRAME HFAD 056 062 1.695 875 -° .875 1.2581 625 —I( 1.125 .625 A78 JAMB STILE 3.188 2.017 _ 750 O56 q Y.... 5¢ .875 H -1.550 2.13.i----I�IL FRAME SII L MEETING RAIL 1.719-- (1fi2 .625 - .340 99fi-,J —�.219 I.062 t 1.061 875 062 �.050 SILL TRACK TYP 1 094 C) FIXED MTG. RAIL 1.786 --- 062 9 062 2.357 2259 2 183 .056 TYP. t 25 W ---- 2.448 1.344 --P `4' MOV. FRAME .IAMB 0 FIXED FRAME JAMB ITEM PART / QUANTITY DESCRIPTION KgrEHIAL MANF./SUPPLIER/KEMARK� 1 E53 1 FRAME HEAD 6063-T6 2 F61 1 _ FRAME SILL ------ 6063-T6 3 E62 _1 AS READ. SILL TRACK INSERT 5063-T6 - {� 4 E52 _ MOV. FRAME JAMB 6063-T6 - 5 E51 AS READ. FIXED FRAME JAMB 6063-T6 6 E54 1/ VENT _ _ FIXED MTC. RAIL 6063-T6 - 7 E66 1/ VENT VENT MEETING STILE_ E56 1/ VENT VENT JAMB _STILE 6U63-TB 6063-T6 6063-T6 - - { E57 2/ VENT TOP AND BVTTVM RAL E58 AS REDO. _ GLAZING BEAD SL203P 2/ VENT SWEEP LATCH, AT 9-1/2- FROM TOP &BOTTOM - SUWVAN & ASSOC. /8 X 5/8` 2/ LATCH LATCH INST. SCREW ST. STEEL CELCON FH SMS {� - {� E63 2/ VENT ROLLER HOUSING K GUIDE [22 E64 2/ VENT ROLLER BRASS 'r —' E65 2/ VENT ROLLER PIN ST. STEEL CRS #8 X 1' AS READ. FRAME/VENT ASSEMBLY SCREWS #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS {y W23181 AS READ. PILE WITH INTEGRAL FIN W'STRIPPING - _ SANTOPRENE ULTRAFAB 11 E207 AS READ. BULB SEAL ULTRAFAB• DUROMETER 6S°3$ E203 AS REQO. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±j WA2L 2/WDWWEEP VALVE - PREFERRED ENG. PRODUCT OPTIONAL - 1/ VENT 5/16` BOX SCREEN • • • • • • • • • �V\�1ry111111I/ • • • • • • 3� • ♦ • ♦ 1,1GF.NSF No 0592 ♦ • ♦ • • f•Ii IZ• • • • • • r,,�aQ4T ATAl4 • • STATE 'r• • • • • • ♦� DOFR .!gDRI f ••• • • • • ••• u� m w I Z� 3 OZ �v q W ¢Oo�Sg o O n M N O V t'm m 8 O QQ a � O Q e� 8m Q W O m V) V) !n � 3 00n 3 Z o W m2 J ilT-iTn1�: K � •1 o s � 0 0l� drawing no. W14-11 I I i �I VENT TOP/BOTTOM CORNERS FIXED MTG. RAIL CORNER •• ••• 3u .art( .. ••• • • • • ••• • .70592 _ V STATE OF drawing no. -�r2 M IAM 1-DADE MIAMI—DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT -OF -REGULATORY. AND ECONOMIC RESOURCES TREK) _11805 SW 26_Street, Room 208 —_ —BOARD CND"CODE-ADIGIIMSTRATION DIVISION T (786) 3 to=2590—F-(786) 315=2599 - NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Eco Window Systems, LLC 8502 NW 80`h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constrit wn materials. The documentation submitted has been reviewed and accepted by Miami-padg•�ount�.13 r— Product Control Section to be used in Miami -Dade County and other areas where allowed bythe Author+by Having Jurisdiction (AHJ). 0 • •: •' This NOA shall not be valid after the expiration date stated below. The Miami -Dade CouityModuct Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Cou% >Vserve Ve right to have this product or material tested for quality assurance purposes. If this product".Wteriahfaits` to perform in the accepted manner, the manufacturer will incur the expense of such testing arotheztv, d:ay immediately revoke, modify, or suspend the use of such product or material within thlirlarirsdiction. jZER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product. Control Section that this product or material fails to meet the requirements of the applicable building C9de. • This product is approved as described herein, and has been designed to comply- with "e FloridaV4iilohng Code, including the High Velocity Hurricane Zone. ' • • • DESCRIPTION: Series "Eco. Guard-50" Aluminum Single -Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W12-40, titled "Eco-Guard Series-50 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 4 of 4, dated 07/18/12, with revision " B" dated 07/20/17, prepared by Al-Farcoq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively 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 tNOA. Failure to comply with any section of this N'OA 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 and renews NOA No. 14-1212.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA.No.,17-0809.37 MIAMFDADE COUNTY !, f`,,,� Expiration Date: November 217 2022' NNW` % Approval Date: October 26, 2017 Page I Eco Window Svstems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-40, titled "Eco-Guard Series-50 Alum. S.H. Wdw. sheets 01 through 04 of 04, dated 07,/18/1", with revision "A" dated prepared by Al-Farooq Corporation, signed and sealed by Javad Ahg ad,•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 FP0 "I S 202'r 4•. • .. 3) Water Resistance Test, per FBC, TAS 202-94 • • 4) Large Missile Impact Test per FBC, TAS 201-9+4••••• 5) Cyclic Wind Pressure Loading per FBC, TAS 205124: • 6) Forced Entry Test, Type "A A- Window, Grade 10,E evel �y; j;• per ASTM F 588-07 and per FBC 2411 3.2.1, A$442-94' 7) Standard Test Methods for Deglazing Force of Fenestration•„�• Products per ASTM E 987-88 (2009) 8) Standard Test Methods for Determination of Operating Force of Sliding Windows and Doors per ASTM E 2068-00 (2008) along with marked -up drawings and installation diagram of a single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No, FTL-6951, dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. I2-0820. 08) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014). dated 11/18/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. M.iarni-Dade Department of Regulatory and Economic Resources (RER). f rge M. Plasencia, P. E. Produ t Control Unit Supervisor NOA No. 17-0809.37 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (NIA) for their "Sailex Clear and Color Glass Interlayers" dated 06/19/14, expi;"on 05/21 /16. • . . .... ...... .. . .... • F. STATEMENTS """ "• • 000 0 � • 1. Statement letter of conformance, complying with FBC Sty' Edition t20141, a�4 of nq • • • •; ...0 financial interest, dated November 18, 2014, issued by Al-FarCQgL6rportidia,Signecl.... and sealed by Javad Ahmad, P. E. ...... . .. ..0... • 2. Laboratory compliance letter for Test Report No. FTL-6951,6itsmd by FtMgtratiorf Testing Laboratory, Inc., dated 07/02/12, signed and sealed by IMAT4 D. Brinson, P.E...... : • . . . . (Submitted under JV0A No.12-0820.08) • • "" G. OTHERS • • • • 1. Notice of Acceptance No. 12-0820.08, issued to Eco Window Systems, LLC for their Series "ECO-Guard 50" Aluminum Single Hung Window - L.M.I., approved on 11/21/12 and expiring on 11/21/17. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W12-40, titled "Eco-Guard Series-50 Alum. S.H. Wdw. (L.M.1.)", sheets 1 through 4 of 4, dated 07/18/12, with revision "B" dated 07/20/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014) and 'TBC b«Edition.(2017j, dated 07/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Nliami-Dade Department of Regulatory and Economic Resources (RER). _ Jorge M. Plasencia, P. E. Pr?duct Control Unit Supervisor NOA No. 17-0809.37 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 E-2 Eco Window Svstems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expi" on 05/21/2-1. . . 606000 ...... .. . .... - F. STATEMENTS """ "' • • 0.0 • • 1. Statement letter of conformance to FBC 51h Edition (2014T 0sn•TJ •FBC.§th• Fdition .... (2017), and of no financial interest, dated 07/ 19/ 17, issued bv'A1 F400q CoYPofation,.... signed and sealed by Javad Ahmad, P. E. • • • • • • • • • • • • • .. .. .... ...... G. OTHERS • . . . . .. .... 1. This NOA revises and renews NOA 414-1212.02, expiring on 11 /2 V 17. ; • • • • • .7 Jorge M. Plasencia, P. E. Prdduct Control Unit Supervisor NOA No. 17-0809.37 Expiration Date: November 21, 2022 Approval Date: October 26, 2017 E-3 _ DESIGN LOAD CAPACITY - PSF FIANCE DIMS. 5/16" I.A.M. GLASS WIDTH HEIGHT E)T.(+) 1NT.(-) 19-1/8' -55.0 60.0 26-1/2" 55.0 60_0 37" 26" 55 0 60.0- 44` (4) -55.0 60.0 53-1/8" 55.0 60.0 19-1/ e' 55.0 50.0 26-1/2' 38-3/5' ESO E0.0 37" 55.0 60.0 44' (4) 55.0_ - 60.0 53-1/8" 55.0 60.0 19-1/8- 550 60.0 26-1/2' 50-5/8" 55.0 600 37" 55.0 60.0 44• (5) -55.0 60.0 53-1/8' S5.0 60.0 19-1/8, S5.0 60.0 26-1/2" 55.0 60.0 37' 63' 55.0 60.0 u" (6) 55.0 60.0 53-1/5" 55.0 60.0 19-1/8" 55.0 60.0 26-1/2" i6' 55.0 60.0-- _: Is 0 SOL 44_ , 55.0_ 60.0 NO, IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB, 1/8" ANN. GLASS .090" InLHoyer -Gnf . CIPnr And Corr (:1n 3y 'E-t-n Chemlcd Co.' 1 I 1/8' ANN. GLASS 2 m \' _SILICONE DOW 699 \ II (21)II / GLAZING TIP ArT. FCO-GilARD SERIFS -5O ALUMINUM_ SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN RFIW=FN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Witt. APPLY TO ENTIRE SYSTEM. FALSE MUNTINSJ (SURFACE APPLIED) OPTIONAL NO ANCHORS AT SILL 47 3/4" 5D 1/6" VEN WIDTH TYPICAL ELEVATION -ESTED UNITS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 EDITION)/2017 ` y k' S S (5TH (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). _ 1BY OR 28'Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LUADS 10 THE BUILDING STRUCTURE. THESE W'INUOWS ARE RATED FOR LARGE MISSILE IMPACT. ANCHORS SHALL BE CORRCSION RESISTANT, SPACED AS SHOWN ON DETAILS SHUTTERS ARE NOT REQUIRED. AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE o o m - - m o < m • • • i-r-=--•---•---• MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • -� • --� ' -� T q m .I q • `�U111Il1j / A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • ••• • �_ �• ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. • •• • •, • • • • � ^3�;••' IpEN,S�•, jj � MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS, THAT • • ODUCT • • •REVISED • • • iIi • • ^ \ NOTE COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE as complyyingg with the Florida REOLIIREMENTS OF THE 2014/2017 FLORIDA SLOG. CODE &ADOPTED STANDARDS. Building Godr THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NI17-0809.37 .7 2 ; i7' _,� . e v t GLASS CAPACITIES ON T'r 1IS SHEET ARE BASED ON ATM E1300-09 (3 SEC. GUSTS) AND RUII (DING COMMISSION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQL" • • • OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENINC•FOR •�Plratidy }la3a 1 /202 WATER INFILTRATION RESISTANCE ETC. • • a • • �� TOTE OF dy? • • %� FtpRIpP•. •' tp� - drawing no. IURIDA DECLARATORY STATEMENT DCA05-DEC-219 • • _ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARAJELY• Illy "�� • • • • ' "' ��.`� w 1 2-40 AND TO BE REVIEWED BY BUILDING OFFICIAL. • •Miami-0 %rod ict Control • // ®dfYAl. �G\A�` • • • / • •\IOff 11111\ sheet 1 of 4 2 fiSS®UU may " �S�"S .. . ....... . . ..... . ... . .. .. . . . .. •• .... . . .... . W000 BUCK BY 1 c G �a {, TYPICAL ANCHORS TYPICAL ANCHORS SEE El FV. SEE ELEY. / FOR SPACING FOR SPACING F-_ _ _ _ ___________________.II / �IMIAMI-DADS COUNTY APPROY-0 I� DGP DIST- METAL IIMULLION & MULLION ANCHORS II ° EDGE STRUCTURE I�SEE SEPARATE NOA �I DIST. I EDGE j I DIST. -_-- _-- _ 1 ___ ___ - __ -J —� x T 2 -�� /C \� TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTONAL TO SPRING LATCH � 22 k) 3 � CI -- -- ___ -- L. T� 13/4• LONG WEEP NOTCH AT EACH END TYPICA:. ANCHORS i SEE ELEV. JJJ FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. .MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 'M'ICAL ANCHORS: SEE ELEV, FOR SPACING 1 /4" DIA, TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4' CIA ULTRACON BY 'ELCO' (Fu=177 K51, Fy=155 KSI) INTO 2BY WOOD.BUCKS OR WOOD STRUCTURES U m 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) d J � THRU 1BY BUCKS INTO CONC. OR BLOCKS jj I 0 $ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) II W 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) v� DIRECTLY INTO CONCRETE OR BLOCKS t � V) w � 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) 3 t� 1/4"._D.19,�EK5 OR SELF DRILLING SCREWS (GRADE 5 CRS) Up w M I z INTO METAL STRUCTURES (HEAD/JAMBS) 3 m (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 3 z >' o ALUMINUM: 1/8" THK. MIN- (6063-T5 MIN.) p wLd " STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) of l U oo W W r (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w �14 SLIS OR SELF�RILLINGS�PE�5SLIS OR SELF�RILLINGSGPEWS (GRADE 2 CRS) s n INTO MIAMI-DARE COUNfY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) P' V STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIM SPACE)ia ='= (STEEL IN CONTACT WITH ALUMINUM TO BE PIATFD OR PAINTED) 1 o o r ICAL_ �4�E_-DI�7Ad�E I I - INIV WNCRtIt AND MASONRY = 2-1/2- MW. � d INID WOOD STRUCTURE = 1" MIN. i) i INTO METAL STRUCTURE = 3/4° MIN. m a ry v 0.55 WOOD AT HEAD OR JAMBS SG = MIN. E� g CUNCRETE Al HEAD OR JAMBS f'c = 3000 PSI MIN. C-80 GROUT FILLED BLOCK AT+AM%S f 2000 PSI MIN. • • • • • • • • • U�IIi YY/LIT PRODUCT REVISED N :70592 as complying with the Flarlde = a • • SEALANT_00 Building Gcde NOA-No. 17-0809.37 • • • •Lnpiretio• O 11 TATE OF • • ALL JOINTS AND =RAME CONNECTIONS SEALAI0 WITH • • • -- FCORiW;•' -i- • • •Sy��/ • •Br .-••- .OINT SEALER, • • �4fQ1�9�Od • f/•aml-D a of t b • ir` • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL AIJCNORS --SE= EI.EV. SPACING `FOl \ 1/4• MAX. SHIM ` Ca m M:AMI-DARE COUNTY _ TYPICAL ANCHORS APPROVED MULLION .\ / SEE ELEV. FOR SPACING 'CC SEPARATE NCA \ I I 1 II II WINDOW_ WIDTH WINDOW WIDTF. _ .--VENT WIDTH EXTERIOR __WINDOW_WIDTH 1/4' MAX. ITEM J1 PART / REQD. DESURIPTION MATERIAL MANF./SUPPLER/REAL4RKS I E51 1 FRAME HEAD _ 6063-T6 - 2 E52 I FRAME SILL it--6053 T6 - 3 E53 2 FRAME JAMB 601 63-T6 - 4 E54 1 FIXED MTG. RAIL 6063-T6 - 5 E55 1 VENT TOP RAIL 6063-TG 6 E56 1 VENT BOTTCIA RAIL 6053-T6 7 E57 2 VENT SIDE RAIL 6063-T6 - 8 E58 AS REQD. GLAZING BEAU (5/15" LAN GLASS) 6063-TE - 9 E59 2/VENT SASH SI VP 6063-T5 ZAMAK - SULLIVAN & ASSOC. 12 SL203P 2/vLNT 2/ LATCH SWEEP LATCH 12A j5 X 5/8' LAfCHINST. SCREWS ST. STEEL F.1 SMS 13 FY-113 2/ VL.NT SPRING LOADED LATCH 606b-I6 ALTERNATE TO SWEEP LATCH 13A 1/ LATCH LATCH SPRING ST. STEEL - 14 #8 X I" AS REQD. FRAME & VENT ASSEMBLY SCKLWS CRS PH SMS IS E207 AS REgO. BUTIOM HAIL SEAL - SERIES 1111 NEOPRENE ULTRAFAB VLTRAFAB 15 E203 W23181 - AS REQD. ' AS REQD. - VENT GLAZINI: BLAL) BVLE1 SANTOPRE,NE 16 20 FIN SEK W'STRIPPING ULTRAFAS BID AND TACKLE BALANCE - - 21 E60 2/ VENT SASH CAM NYLON - 22 - I 5/16` Box SCREEN - EPDM OPnONAL UUROMEIER 8535 SHCRE A 23 - 2/ UIE SEIZING BLOCK 1©Y WOOD BUCKS TYPICAL ANCHORS r—SEE ELEV. / FOR SPACING 1/4` MAX. ICAL ANCHORS ELEV. SPACING EIAL 3TKUCTURE LEI' •• ••• • • • • • •• I Nlcl fl-I • • • • /' 6 IN as comp)yyingg with the Florida a 70592 NOA-No. 17-0809.37 PRUIOCT A6YISED 1 9 a !1 2 4 •• t*Ration Pat%l• 1/211 22 ;• ATEGF �� drawing no. • .. .-. �'_. .. � oeLOR••' ate: fIf' W12-40 • • M - ro tF°Wr° • • /�i7 ®li(/Fp1,� \\/ I� eN ••• • • • • ••• • s • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 062 } 1.344 e 625 C) FRAME HEAD .B75 II a� 8 62s 1.71s 11'P. --t ) 2- 1 061 (a� FIX. MEETING RAIL 1.050 �C1 7 056 I 1,125� nP. 1 d- 1.750 625 �•i1�.062 B75 IF- VLNI IOP RAIL, 1 69� E- .62.5 .U56 1.869 1.125 TYF. VFNT 130TTOM RkL ----- 2.259 --- .062 1�786 2.448 OSR -- i•�-_- 2.357 �?I FRAME SU- r-1.2391 f .OS6 -- nP. 2.133 S <3) FRAMF JAMB 324-1 1- F—.. .625 .050 NP. 769 O GLAZING BEAD -1.203- I fi25� 062 .050 11P. .875 ,384-4 h- ' VENT SIDE RAIL 975 'I( 062 1.016 SASH SICP 1.247 1.254 1.445 078 .963 SPRING LOADED 1 AT(H 14 I lYti'/•I FRAME TOP CORNER i FRAME BOTTOM CORNER I VENT TOP CORNER R) NER • • • • • • • • • 1I111111/// • •• •'•`V.' •.. �;}• /' � ,yam i • • PACT%VIS*ED as complying with the Florida Baildin9 Code %0592 W ?w NOA-Na. 17-0809.37 = •• •txAtration,y 11�1 022 • 1 - a Pr du C $ol - • ATEOF • / �..... Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z � drowing no. W12-40 MIAMI•DiADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE _ADM 41STRAT_ION.DIVISION T (786)_315-2590 F (786)_315-2599 —'NOTICE OFACCEPT-ANCE (NOA) ww�v.miamiilade.ziov/economy ECO Windows Systems, LLC 9114 N. W. 106' Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materjq) , The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Protct Control gec�tuyf to • be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdidtfon;AHJ). • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County MddCt Contra; Section ....:. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve Me fight to have this • product or material tested for quality assurance purposes. If this product or material fails topcH�rtn in & szctgpted manner, the manufacturer will incur the expense of such testing and the AHJ may immedi;telx r. voke,modify, or • •; • • suspend the use of such product or material within their jurisdiction. RER reserves W wit to revogo this " •' • .... ...... acceptance, if it is determined by Miami -Dade County Product Control Section that this prodmct.or material, fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Floriia lending CoM,," • including the High Velocity Hurricane Zone. _ _- • • .. ; • • • • DESCRIPTION: Series"700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I. ( "" APPROVAL DOCUMENT: Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on JAN 23, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the _Miami -Dade County Product Control Section. MISSILE IMPACT RATING: .Large and Sma117lissile Impact Resistant Limitations: ' 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 renews 918-0129.13 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMaDADE COUNTY _NOA Na— f8=1220.09_ _ \ Expiration Date: -March 20, 2024 _ Approval Date: January 17, 2019 Page t i�yC1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals —A.--DRAWINGS — - 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W1349 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file 413-0912.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 0 00000 2) Uniform Static Air Pressure Test, Loading per FBC Js4 .-202-94 0 • • • • • •; - • . • . 3) Water Resistance Test, per FBC, TAS 202-94 ..... o 000000 0 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • • - 5) Cyclic Wind Pressure Loading per FBC, TAS 203-4•'•. ;•• •� :" 6 Forced Entry Test per FBC 2411 3.2.1 TAS 202- ' ' • • • • • • along with marked -up drawings and installation diagrams of Alum sliding G1a% dflors, pj 0* d bye::::. Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013, w�do est revised on 0 • 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. 0 0 0 0 0 0 0 0 • 000000 Note: The above referenced test report has an addendum letter dated FEB 14, 204, issi.ted by ; � � • �; Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. * . •'. • •..• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5t' Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06110115, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E. 2. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. 1 � % � e,IAIA!2 Istiaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.09 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 I ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS ------ -:— one.--- C. CALCULATIONS 1. None. 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. (forftMer E.I. DuPtxrt• • • • • • .' DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB g1jes� 00 e"rlayel» Tformer • • • • • "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 0000 :..... • • � 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (forrratt; $.I. Wwr ; DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", 0#fiiag on 47/4 23. • • • •' ..;.• • F. STATEMENTS 1. Statement letter of conformance ,fo FBC 201.7(66 edition) prepared -by A1*Faro4q Coloration, •,; dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. • G. OTHER • 1. This NOA revises NOA # 15-0612.05, expiring 03/20/2019. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. 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. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kurarav Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23. F. STATEMENTS (submitted under file 418-0129.13) 1. Statement letter of conformance to FBC 2017(6t' edition) prepared by Al-Farooq Corporation, dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA # 18-0129.13, expiring 03/20,12024. haq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.09 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E - 2 INSTRUCTIONS' USE CHARTS AS FOLLOWS. STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. STEP 2 SELECT SILT_ TYPE FROM SHEET 7 AND LIMIT EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. STEP 3 SEE CHART N2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWFST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. DAYLITE OPENINGS WIDTHS! FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125" INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 6.50" PANEL IIFIGHT = DOOR FRAME HEIGHT - 1.5625" THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED, SERIES-700 ALUMINUM SLIDING GLASS _DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST RE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT IOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONI Y. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC, PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 4 3/8" CLUSTER OF 6 ANCHORS 13" MAX. NP' AT INTERLOCK ENDS HEAD HEAD SEE. SHEET 5 FOR CAPACITY CORNERS 96" INTERLOCKS WIIH OR WITHOUT li il_ REINFORCING II II I I SEE CHART #1 C II II I I II _ _ __ e � O � II II I I� II it l I II i l 41 3/4" 41 3/4" m w FALSE MUNTIN _. D.L. OPG. D.L. CPC. OPTIONAL in � O 48 7/8" PANEL WIDTH -- 48 7/8" to4V 0 J J I 0 8 V) i Nw V) W Lo E p o LQJ Wm:� "ItOupC E REYMV& Luaw R'g C4' wit4 16t Fiw�y AMxphate Nu Lii-012 iGyMrnaiw R•tetrls�2zfs, 11 s" MAX - LAMINATED GLASS I SILL =MAX.4 0`INSUL. LAM. GLASS CORNERS SILL �1 I CLUSTER OF • • '�� • • • • • • • • • LARGE MISSILE IMPACT IRS HO AT INTERLLOCKC ENOS • • • • • • • • • • • \\\\111111 r111Y SEE SHEET 5 FOR CAPACITY • • • • • • • • • .1,V 1 TYPICAL ELEVATION- 1 ox 70 ALTERNATE SIZE UNITS: • • • • • MAX. FRAME AREA OF DOORS NOT •fe EXCEE• • • • • • • • ��., ST OF 7 Cy THE TESTED FRAME AREA OF 72 �l. F�. • • ` : : • • �� ' . P p IpP,.•'��" - • • 7IYI11nII1\\\\ I a�8a' � M � s drawing no.l W13-49 I CLUSTER OF 5" MAX._ HEAO _. CORNERS 13"HMAX., 4 3/8•• EAD I- 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY —� - I li INTERLOCKS WITH OR WITHOUT jl --� -- -il- ICI I REINFORCING SEE CHART /1 I�i it it l 1-7 I II I I II II I I V II II II II I I I II m 1/" k 14 42 1/16" FALSE MUNTIN _� OPTIONAL D.L. OPG, i D.L. CPS. VVV iii g � V o 49 3/16" 49 5 16 — -- - PANEL WIDTH PANEL WIDTH ASTRAGAL INTFRI OCK SILL 4�- 13' MAX. -..� A� \\ CLUSTER OF CORNERS SILL _6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY oxx ALTERNATE SI7E UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 1103 SQ. FT. •• ••• •• ••• • • ••• • • • • • • ••• • • ••• ••• • • • • • • ••• • • • • ••• • •:• 00 •• • • • ••••i 0 • ••• 0 0 I m� 4 i r 0 m e 6 0pp NW`M i OGNm Val " 8 Qa0o� O�t� O W j 4 • m .J J OiiJnOw ¢OO J hIj NZ��ny o v)r- +Oru t a Ivol-b d i�L.l.dlYi!rf'Y d� m Q O N 'au 9 .i.6YWEL 1C?:U3 ✓F: : , �t a.J^:-.i Y`�.�LY!IijIei cojOOZw r vmbuct kEvww liiYe'I•F MiW the Fiaeilis o ¢ o n ."No i -0/29.1 ap ggpka m Y¢teLIUI ( P�Oiart tea" I ® V1�I'�4ry�,X,�i 70592 _ .+: OF drawing o. W 13 49 5" MAX. �` j-1 I. MAX. 4 3/8" HEAD CORNERS HEAD _ — TYP. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY DOOR FRAME WIDTH INTERLOCKS II II WITH OR WITHOUT _ _____= REINFORCING ,I II SEE CHART #1 II II I I -- cG} II I, D j�AT � ci p z m ri ii ij I I v I I II II II II I I it l II II II II -- ---�---— INTERLOCKS II I, WITH OR WITHOUT REINFORCING I� SEE CHART p1 I I it I� II ,I I, i/ Da `V i1 it II II I I I, ,I II ,I it ,I a II '1 I I / 42 1/16•' FALSE MUNTIN / D.L. OPG. —~ D OPG. z OPTIONAL . a 49 3/16" '� V PANEL WIDTH 49 5/16" PANEL WIDTH INTERLOCK ASIRAGAI- INTERLOCK -- 5'• MAX. J �13" - ---SII I. � MAX.f CLUSTER OF CORNERS SILL_6 TYPICAL ELEVATION ANCHORS • • • • • • • • AT INTERLOCK ASTRAGAL WOS • • • • • • • • OXXX SEE SHEET 5 FOR CAPAC•Y • • • • • • •• ••• • • • • •• ••• ••• ••• ALTERNATE S12E UNITS: • • ••• MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SO. FT. ..T. ,�d�iv�wrrPk TSesk MODUC f REVUM y aRSDO witR tAe Fk*W AKcpWttNy i -U/Z �ginlwn D•�e z-o ! i • • • • • • • • ••• • • • • •• • • • • • •• •• • • ••• • • • • •00 •• 0 •• a C�•YI ENse •'• fA 70592 J jl� jl 1j TE OF ! y.Vl` J4 a r h m n a Q Z N m Q SJ {Oy W cC. IL 08 d°2- D�ooB aD f .. ^ N J m J J m 0 0 0 � � n 5 F- z V) P5 a N D p oz) Q Z J m N p vJ W CC) o.o n � _ drawing no. W13-49 DOOR FRAME W. () (c) - E fD / OX (SHOWN) XO xx OXX (SHOWN) XXO OXO (SHOWN) _ _DOOR FRAME WIDTH (A) - -� OD a• � o- o C6) OX XX (SHOWN) OXXO xxxx APPROVED CONFIGURATION i _—_---- -- I,D/----- O r _ PI...._ INTERLOCK EXTERIOR DOOR FRAME WIDTH (SEE Dp TA LE - © (6) © 1\IJ U R I , " NOTE: I Z a 3 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY n a 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5.I 3. FOR ANCHOR DETAILS SEE SHEETS 7 THIRD 9. O i4 I�u O:OC o t paca � f LLff li I ¢ m 0 o V) a I O V) tn lO 4U'yJYAAS'61+.+�'istTM. Jf;�diY-rei�ti#�'a,'u"�+� ' s ? - N O O - r� uw :iaie �N 1 'K Ia Z 00 N J U �o J N Lj •ROVOCCREVIWO "—p[yiuK wi[k [Ae FluviiLi.:I 4utrfing C"oc6x � � YCtp[iHCC Nn� V Q��l!,3y W � � (H) U a a u w i rc e d _ N W INTERLOCK � INTERLOCC• • • • • • • • EXTERIOR • • • • • • t_=_ DOOR FRAME WIDTH (SEE Dp TABLE) ____ �•_ •• • • • .�•• •• \\\1l{1111,/p/./�' n 0.70593 y • • • • • • • • • • • • 7F. OF drawing no. CHART #1 DESIGN LOAM CAPACITY - PSF (GLASS) AVERAGE DOOR FRAME PANEL WIDTH HEIGHT INCHES INCHES GIA55 TYPES 'Bt' CLASS TYPES 'A', 'AI. WITHOUT REINF. WITH REINF. EXT.(+) INT.(-) E)R_(+) INT.(-) 30 36 42 48 54 82 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 80.0 70.0 80.0 70.0 70.0 80.0 70.0 80.0 62.2 71.1 62.2 71.1 30 36 42 48 54 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 80,0 71.7 70.0 70.0 80.0 86.0 70.0 62.2 62.2 71.0 30 36 42 48 54 90 70.0 80.0 70.0 80.0 70.0 70.0 80.0 _ 80.0 70.0 70.0 80.0 80.0 70.0 - 80.0 - 70.0 80.0 62.2 71.1- 30 36 42 48 54 96 70.0 80.0 80.0 80.0 80.0 - -- 70.0 80.0 70.0 70.0 70.0 70.0- -62.2 80.0 70.0 70.0 -- 80.0 80.0 71.1 30 36 42 48 98 70.0 70.0 _. 70.0 80.0 80.0 80.0 70.0 70.0 70.0 80.0 80.0 80.0 70.0 "I D 70.0 80.0 30 36 42 48 102 - - __._70.0 ____..__700 70.0 80.0 80.0 80.0 -__-_ --- 70,0 1 80.0 36 42 48 708 - - 70.0 70.0 I_._NDD 80.0 �- 80.0 _ _ 70.0 - - 70.C) 80,0 _ r- -07 INTERI.00KS WITHOUT HEINE. CHART W2 3/16" HEAT STREN•D GLASS .090' Interloyer rSentryGlue By Kururay Americo, Inc.' r-3/16" HEAT STREN'D GLASS Z a m II 1f / 23 jl II \ i� r U / If II ltl I� �� SILICONE DOW 899 r o \ / \\ 29 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 3/16" HEAT 51REN-D GLASS .090" Interloyer Trosifol PVB �By Kururay America, Inc' ,3/16" HLAT SIHEN'D GLASS -3/16" TEMP. GLASS AIR SPACE 3/16" HEAT STREN'D GLASS 13/8" Lmllftl- z .090" Interloyer SentryGlae Q F 1 W By Kururay Americo, Inc.' f 2 3/16" HEAT STREN'D GLASS O Q CL 23 jl rl II II / II II 28 \� SILICONE Crc v O o Q E II II li I DOW 899 Q d y r I LL=n=� c \ 29 CARDINAL XL 1 EDGE SPACER I ST. STEEL GLASS TYPE 'AI' 1" OVERALL INSUL. LAM. GLASS I 3/16" TEMP. GLASS 3/8" AIR SPACE - 3/16" HEAT STREN'D GLASS 090" Interloyer Trosifol Ft By Kuraray America, Inc. 1-3/16" HEAT STREN'D GL W Z � nI ' I � I I 23 I \ 28 u / I n I j 26 .I II II T �DOW 899 li !i 1i 1 DOW 899 o O / Ir / 29 CARDINAL XL ;,i EDGE SPACE' ST. STEEL GLASS TYPE 'B' GLASS 'TYPE 'BI' 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS •••• rI�',' • ALL E%7ERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE ,�• n • `• kL$LI G O T FOR DOORS WITH 2-3/4' SILL HEIGHTS. l�ral4ai6 • • • • • • • FOR 2" SII L HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF YAnAcxcl ! •A • ♦'fir • • • • • • • DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR P - • I1"�`t 4bl tOSOIR LIF"�i9�N • WATER INFILTRATION RESISTANCE 'fir•°�•+•x ••-�-; ... �I axa 1 f�ylat w�l6i�P�7d7 SEE SHEET 7 FOR DETAILS K' twuiing OWe -Y.''�•- '1 (. I_,,. N, Aocxptanxe No i O/Z .13 NOTE: .:+u...i U.s., ), r7, .c t.ry$ Eapirtdua 9RLe '•I SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS S17E AND REINFORCEMENT. • • • •: • • • 'SIR+ .Uik,- • • SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: • • • • • • • LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES QN 6HIS 6HEETi AIiE • • • BASED ON ASTM E1•SQtlL-09 (1 SEC. •OUSTS • • • • AND FLORIDA BUILDING COMNSSION • • • • DECLARATORY STATEMENT DCA05-DEC-219 LOAD CAPACITY - PSF (ANCHORS) AVERAGE PANEL WIDTH w KES DOOR FRtIIE HEIGHI -.Es s ANceoR6 AT YTG. srna RNRS EXT.(+) INT.(-) 30 36 42 49 54 82 70.0 80.0 70.0_ 70.0 80.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 54 R4 70.0 80.0 70.0 80.0 70_0 70.0_ 62.2 80.0 80.0 71.1 30 36 42 48 54 90 70.0 80_0 70.0 70.0 70.0 62.2 80.0 80.0 80.6 7 I-- 30 36 42 48 54 96 70.0 70.0 80.0 80.0 70.0 70.0 62.2 80.0 80.0 71 A 30 36 42 48 9B 70.0 80.0 70.0 70.0 70.0 80.0 80.0_ 80.0 30 36 42 40 102 7 I 80.0 _70 0 70.0 80.0 80.0�- 70.0 80.0 30 36 42 48 10B 70.0 _70.0 70.0 70.0 80_O 80.0 80.0 I 77 9 INI'ERLOL:KS WITH_RFINF. 0 J m J N 0 m 0 0 Ld n F- V) W i j- o V) ° Inpin 1 a Z � W 0 3� o Z� J w O 00 v iWroM'w ( m o `\V1V 1/1111111 r$/yrA�X'7 t n_ � U 0592 J A OF drawing no. W13-49 -� 3 -�-70 -#-A�-I 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY FCO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING -- - --- — -- AT HEAD — — — I TYPE 'A'- 1/4" DIA I T A ON BY O' (Fu=177 KSI. Fy=155 KSI) THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1 -3/4" MIN. EMBED TYPE 'C'- 1/4" DIA F DRILLING SCREW (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR j INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNFSS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -- - A'I' SILL — -- — — — TYPE '8'- 1/4" DIA ULTRACON BY CO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY -INTO CONCRETE — — — — — — 1 -3/4" MIN. EMBED —AT JAMBS- -- TYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO' (Fc=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1 /2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS ' TYPE 'B'- 1/4" DIA ULT A ON BY CO' (Fu=177 KSI, Fy=155 KSI) DIRFCTI Y INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE 'C'- 1/4" DIA SELF DRILLING SCREWS (GRADE 5 (.R;) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNFSS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - _ f ANCHOR EDGE DISTANCES INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• .• ••• •• ... . . •• • •• • ••• • • . . . . . . . . . . . . • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIOOUC IliEVi68il "—PII1aR with the Fkaf16; Whling Code AK Pb-ceNq Is._°(z4./_ x4*4008 D•te . 22 �(ci do a•i•et �I c w 0 o e ```11111111117j I i! �•_.� d o� 2 %��•.• OF drawing no. TYPICAL ANCHORS FOOD BUCK EET 1) METAL STRUCTURES 1/B" THK. EDGE DIST. 3-1/8'• (SEE SHEET 6) STAGGERED i TYPICAL ANCHORS -SEE ELEVS. FOR SPACING rr--------- -------------- , j I MVA11-UADE COUNTY APPR'D MULLION I I� SEE SEPARAIE (SEE SHEET II NOA ) 3_1/8. Id II STAGGERED I it L n _____ ______ -.-„----�- ___ _JI __---_- - TYPICAL ANCHORS SEE ELLVS, FOR SPACING WEEPHOLES_ W1 = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM END AND 36" O.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. ,�,,�__,_. W4 = 1/4" X 1" LONG WEEP NOTCH AT 5' FROM ENDS ssap AND 36" O.C. lzoo J PILE PADS: (1� H1 = OPEN CELL FOAM Al EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH P2 = SELF ADHESIVE PILE PAD 1" X 3/8" X 1/4" HIGH LOAD REARING SHIMS OR 14 P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN POURED & HARDENED 2-1/2" X 1" X 3/8" HIGH HIGH STRENGTH GROUT t3 NON -SHRINK, NON-METALLIC P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL r'c = 5000 PSI MIN. _ 2" LONG X 1-7/16" WIDE X 7/16" HIGH 12 r c•• ••• • • • • • •• ffit M iii • suceRef 0 • • n `' 0 •• $t ' u•I •101t I •s \Y�11Tuinlr i, • • • • • k� III 'I .•..fly NOT APPROVED LIMIT MAX. LIMIT MAX. %llllik�lu]WA QWABI 0592 FOR WATER RESISTANCE EXT.(+) LOADS EXT.(+) LOADS• • • • • • • • • • • • TO 47.0 PSF TO 70.0 PSF• • • • • • • i,i I t11sT SILL HEIGHT VS WATER RESISTANCE EXT.( � IbAD• • • • • • • • • • A OF 10R5 �'•"• • 000 • • R SEE SHEET• • • O Ip•• 5 CHART 1 FOR DOOR CAPACITY • • • • • ••'•..._ �A��/®Uht • . • . • • • • • . ... . . 000 ... . . drawing no. W13-49 )RS 1 °�ietitla'3 ei;:l�;,,�:,,.� •KOUZCf KEYf86. -,x . a,e.:{aar.� *.feN Ae YtiwYtYtylotC M'tt4 the ".A& u>•id:ue f.;;,1 it"�' Cna�?:'v MWFng lase Aaceptatt No l o ( 2 1 2i i •• .•. s • • • • .• • •• • • • • ••• • •• ••• •• • • • •• •• •.• •• •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... . . . . ... . . m�V z 0 a. N IL 0 Gym � r vo�m �aoQo a �NNpn Q W 4z < wmf r 1 Y Y a drawing no. W13-49 PANEL WIDTH REINFORCING Lm-7-J PANEL WIDTH AS REGO ------ I — - ---— . SEE SHEET 5 n FOR CAPACIIY Z D L OPG P3 D.L. OPG. OD OH 8 7 SEE C4 0 0 0 TYPICAL ANCH S cy a ELEV. FOR SPACING AND wuwity i 0 ruW '21 ............. I 22 22 100 .... ..... ... ......... . . o� 27 METAL U CTUR _---STR E A§TR­AGAL--- V) LJ n P3 7 L — ----------------- PANEL WIDTH V) > V) TYPICAL ANCHORS DOOR FRAME WIDTH (S SEE ELEV.... (SEE Op TABLE) 1/4" MAX. C) FOR SPACING SHIM 19 0i (0) L"-,) 181 Ml rrDalea N Ul 00 m g ."b mm 00 L�t�l �lh�i- F G ffi 21 .6 0 00 000 0.0 CENSF 0 o 70592 V. k OF s Fdrawing no. 1 1/4" MAX, I )OR FRAME WIDTH •W13-49 SHIM (sheet 9 ofl2:) 0:0 iy( ' V EM4- w w v 1 • " r r O �w i' �� z IL i O°� V �Nn C Yi i i O''¢m o O IL 04 ONyiI Q W W I,i @ J (S w m Z _ J Q Gl Omi f r N r J n J 0 W =a ss:p a�E9btYr - o .+ �'3ai1gl>Nui y.,y ...Kp ! o (n 31adM Jkx ti � rs n 'I I i W Rg-�4l 1 V o V) ^� o N ink I i - � r, N m 0 on u 0 U M40UUC F REVEM i ao _Z u—plylae %ith ds Fiod" bmdlry, cod.. _ A—ptaocc Nu O i 2'.I •! 3 N O N n Eaprs••w Ubls i" 6 o Bw w o� 69r.�' PrwfwtC••Mal j f SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH i `o_ W `" WHITF/AI LIMINUM COLORED SILICONE. i • • • • . • • • 1 w o - . • •• • • • • • • • • • ` C Q V o • • •. . . • • • m V o • • • • • • • • • • • `%11f IIIIIII/7j I U •• ••• •• • • • •• �� ^ u Y0592 ,1 - ,�y C� • • �771 ��NAL %�/ 11 sheet 0 of 12 1'I'EM �' PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 E701 1 FRAME HEAD 6005-T5 - 2 �3-- _ E702 E703 — 1 -- FRAME SILL FRAME JAMB — --- 6005-T5 - 2 6063-T6 - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 5 E705 AS RQD. PANEL LOCK STILE 6063-T6 - 6 - 7 F706 F707 AS REOD. AS RFOD. PANEL OUTER INTERI OCK 6063-T6 _ PANEL INNER INTERLOCK_____ 6063-T6 - e 9 f70R AS READ. PANEL MALE ASTRAGAL 60fi3-T6 fi063-T6 - E709 AS RE00. PANEL FEMALE ASTRAGAL - 10 F710 AS REOD. GLAZING BEAD 7/16' LAMINATED GLASS 6063-T6 - I1 12 13 E711 - E712 E713 AS REOD. AS READ. AS REOD. GLAZING BEAD 1' INSULATED GLASS SILL TRIM 6063-T6 - 6063-i6 OPTIONAL 2" SILL RISER 6063-T6 - 14 F714 AS REOD. 2-3/4" SILL RISER 6063-T6 - - 15 E715 AS REgO. AS REOD. FIXED PANEL CLIP (CONTINUOUS) 6063-T6 17 E717 INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 ST. STEEL - - 18 18A 19 20 �10 X 3/4' HWH SMS �10 % 1' FH SMS �6 X 1/2 PH SMS �'70 X 1 1/4" PH SMS AS REQU. AS REOD. 2/CLIP FRAME A557. SCREWS PANEL ASSY. SCREWS ST. STEEL - FIXED PANEL CLIP SCREWS ST. STEEL - AT 3" OM ENDS & 16� O.C. NOT SHOWN 1/ ROLLER ROLLER INST. SCREWS 21 22 WEATHERSTRIP F235 AS REgD FRAME AND PANEL WEATHERSTRIP - SANTOPRENE SANTOPRENE FIN SEAL .190 HIGH BY ULTRAFAB ULTRAFAB AS REOD. INTERLOCK BUMPER BULB 23 24 F703 PRC13-6005 AS REOD- GLAZING BEAD BULB TANDEM NYLON WHEELS IN FT. STEEL HOt1SING FIXED PANEL SKATE ULTRAFAB, DUROMETER 6535 2/ MOV. PANE DELRIN INTERLOCK (1/2" MTG. SPACER REOD.) 25 26 F71R �e % 1/2 PH SMS 2/PANEL 2/CLIP FIXED PANEL SKATE INST. SCREWS 3 PLY DUAL POINT LOCK ASSEMBLY ST. STEEL 27 AS REOD. - BY INTERLOCK 28 -- AS_ REOD_ AS OD. BUMPON (SILICONE SPACER) SETTING BLOCKS AT 1/4 POINTS SILICONE EPOM BY FRANK LOWE 29 DUROMETER fi0t5 SHORE A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _ -5.059 --- _____-.q 1.l129 .078 1.312 1.! Fes---1.998 I�---1.998 �1) FRAME HEAD 1.1aa� 1.998 5.532 1.998 .062 --� L O FRAME JAMB 1.998 2.067 �IInJIr� �1--� 139 I� k �� 1022 .078-Y (2) FRAME SILL 3. t8 I 2. .094 L \ 2.625 5 PANEL LOCK STILE - L 471 -'-{ ----- O PANEL INNER INTERLOCK .062 3.562- 3.250 2 313 .078 .078 j� 2.105 1.648 --- .125 L 1.823 - AL t 2.625-- PANEL TOP & BOTTOM RAIL `J PANEL OUTER INTERLOCK j1 .915 I' 2.248 _� 357 .149 - 064 1 1 1.494 -1.540 ----I 062 El .078 IL� .125- FIX. PANEL CLIP 17 INTERLOCK STIFFENER J PANEL FEMALE ASTRAGAL lo-- 2.500 ---1 •• ••• • ••• • • •• • •• • • • • • ••• • • • • • • • • • • • • • • • • • PANEL MALE ASTRAGAL ••• • • • • ••• • • • • • • • • • • • • • •• ••• •• • • • •• •• • • • ••• • • .1301 r 937 045 -I -.062 k-1.252 --I 0-GLAZING BEAD 1- INSUL, LAM. GLASS .693 .937 050 .I062 1,252 1t GLAZING BEAD 7/16' LAM. GLASS .210 .210 068 210 - O68 2.6F f1.937 }- 1.097 1.047 1.047 068 I 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RI'. "WDUC F HEYWCA) is c plying rilh i\s FIw & 44 Mdiog Cw1.. A�[spl. Nu � R- o f R.pk"" Daw-- "trtu�`i:�tia rY b�JaYcw6 w.,� 3.437 076 •• ••• • • • • • •s • • • • • • • • • • • • • • • • �.'... LEN3Ff� y�V ` r M lr a OR`m C 0�yv1 a0-m 00 0900g 0 -at2. 3 N q Q W j 5 �Zw_o (D Q Z N J h O o � � o z } � Z3 N N a 00 a W0 U OD0w w ro f � � ° 0 a drawing a no. W13-49 m ON r rcAMrI H COHNF� PANEL TOP/BOTTOM CORNER '"RA)vI: t' kEXiU.' I" erpi mu r ;_�A :: o, �RUUUC i' NEYi68Y ra w.p4yl v with the fb U%' ww49 Uwk A"114r1e Nu Em"fau" not C M� zo c q lcs,_:2 t • hhiim, omm WoommeoNM •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• •• ••• • • • ..f • • • • •• • • • . • • • •.• ... . . . . . . . . . . . .:. :. .. . . . .. .. I AI•pq�y��"yy���� T ez A OF i a drawing no. W13-49