Loading...
WS-19-728Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-04-19-728 p Permit Type: Windows/Shutters r�iassif calfon: Window/Door Replacement Permit status: Approved Issue Date: 04/04/2019 1 Expiration: 10/01/2019 Location Address Parcel Number 1250 NE 94TH ST, Miami Shores, FL 33138 11320SO100200 Contacts TIMM AND SYLVIE DUERKOP Owner EXTREME CONSTRUCTION GROUP INC Contractor 1250 NE 94 ST, MIAMI SHORES, FL 33138 NELLY MAROTT Business: 9546255051 Description: REMOVE & REPLACE BY IMPACT WINDOWS (8) & Valuation: $ 9,955.40 Inspection Requests: DOOR (1) WITH WHITE FRAME, CLEAR LAMI GLASS 305 T62-4949 Total 5q Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.00 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $2.00 Scanning Fee $9.00 Technology Fee $4.75 Windows/Shutters Fee $140.00 Total: $216.60 Payments Date Paid Amt Paid Total Fees $216.60 Credit Card 04/04/2019 $216.60 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 thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS FFI VIT• rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co ctior%,� ning. Futhermore, I authorize the above named contractor to do the work stated. , Authorize . Owner / Applicant / Contractor / Agent Date April 04, 2019 Page 2 of 2 Miami Shores Village Building Department 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 2011 " BUILDING Master Permit No. W S' 04 A- 1 2s PERMIT APPLICATION sub Permit No. EF(BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 a2 S-O NE -6 f 4t'+ City: Miami Shores County: Miami Dade Zip: 3 3 C 3 Folio/Parcel#: �I'3Z05-01p —OZOO Is the Building Historically Designated: Yes NO >— Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): T in -, '2) Li e K 0 P Phone#: Address: i Z So A/ e 4 If ! i City: Ntt c^. 6 f 4 e r t,J State: FL, Zip: 3 3 /) f Tenant/Lessee Name: N /Ar Phone#: Email: CONTRACTOR: Company �Name: Address: �3� " IQ hone#: XK97WA.5— City: -:f0j LOu C(&Ale State: -+L Zip: 33315 Qualifier Name: _ 1�cl W M&at /, Phone#: (cj54)gd3D6& State Certification or Registration #r�CGCC AC5�2f. Lob Certificate of Competency M DESIGNER: Arch itec�t/Enginpeer: �//IJ�� �4'1 �11%1� �%'� �� &4Phone#: AddressjYKO/ Y � Al O c2 (�� Q .1fl City: /,sry1 Stater Zip:,3FI Value of Work for this Permit: $ 1 -15� Square/Linear�F�000ttage of Work: .2/.3 Sr,- Type of Work: ❑ Addition ❑ Alteration ❑ New Y Repair/Replace ❑ Demolition Description of Work: Specify color o color thru tile: Submittal Fee $_ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF DBPR $ CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) r Bonding Company's Name (if applicable) Bonding Company's Address N /4 City State Zip Mortgage Lender's Name (if applicable) f 4 /&. Mortgage Lender's Address City State Zi 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 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. Sig nature )( c-Qv� OWNER or 4NT The foregoing instrument was acknowledged before me this day of 20 by /DOI'h Ue-1fk .o who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal MAMA C. DOMINGUE2 MY COMMISSION k GG16691 EXPIRES: October 31, 2020 Signature 4d4 ' ► ` 61A� C TRACTOR The foreg//o''iig�g instrument was acknowledged before me this day of 20 19 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: MY COMMISN 3GG 0201 EXPIRES: **************************** *** ************************************************************************ G APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) 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 fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: a QualifieryOwner Signature Date Pri Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 EXTREME CONSTRUCTION GROUP, INC CGC1521468 Date: �l C State of County of Cxx' a ''a4 Before me this day personally appeared _ who, being duly sworn, deposes and says: That he or she wil de the only person working on the project located at: W-eZ4 k&4'0�- Cont a cto G8 ignature 515 Sworn to (or affirmed) and subscribed before me this day of L .20 by Personally know. V OR Produced Identification Type of Identification Produced Am Made Preciw NOTARY PMUC COMW FF212W Print, Typ 4fft a of Notary Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Cl�Signature: ner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of Awi, 20L By_/"!,�4 who is ersonally known o me or has produced as i ntification. Arm Notary: NoUgy Pusuc Camn# FF21265 SEAL: �jvv , p�9 W-6 1121x50 u J � a " m$ D-1 FD ` ®� — JAti XOX7 PSF +46.4 3` c,•o '°E 37x82 (VJ -60.7 NOA: ! f $Q < gx£ PSF +46.4 -50.5 " r i ~� 17-1114.05 COPY N era$ z •g i § `" NOA: } u g 17-1214.03 TO REMAIN 4 b y e rje asses f Fr NE- TO REMAIN WR5 • I !a5 n xs� 96x50 e • • • o f i • • W- W-8 W- W-7 XOX • • e PSF +46.4 • • ' E n c E • " c • 106x50 HR 106x50 -60.7 • • • : • • • • a •' XOX XOX 17--1114.05 • • PSF +46.4 PSF +46.4 • • • • • • • 0A :Oslo: -50.5 -50.5 FAMILY • • • • + • • 4'�h tee • NOA: NOA: ROOM �' +.: •• 17-1114.05 17-1114.05 ••••r, :a -• •• •• "e 3 .• •• TO REMAIN EGRESS EGRESS • • SCOPE OF WORK •. �� BEDROOM BEDROOM M • REPLACE 8 IMPACT WINDOW AS SHOWN ON PLANS w U z • REPLACE 1 IMPACT DOORS AS SHOWN ON PLANS $ `" • ALL WINDOWS & DOORS ARE o b IMPACT WITH WHITE FRAME, FOE y CLEAR Lami GLASS a r v LIVING ROOM it t�r p EMIT #. BEDROOM BEDROOM ENTRY Miami Shr es Vila = 5 APF )bED 8Y DATE 70P ,a DEF'-( mmmi W-1 W-2 ;3L E DEFT HR HR TO REMAIN"" 53x50 53x50 S-E T 10 CC:MPL-IPNCE WI R-i Ail FEUERAL o XO XO TO REMAIN W-3 PSF+46.4 PSF+46.4 HR FA %NL) Cc i.,N jY rtl,L_S AND REGULAT;ONS � -60.7 -60.7 53x38 ------ 3 NOA: NOA: XO 17-1314.05 17-1114.05 PSF +46.4 EGRESS EGRESS -50.5 A 1 NOA: 17-1114.05 TO REMAIN Scale: N.T.S GARAGE • ALL NEW WINDOW SHALL MEET EGRESS W-4 REQUIREMENT AS PER F.B.C. 2017 HR 53x38 • ALL NEW WINDOW & DOOR SHALL XO PSF +46.4 COMPLY WITH SAFE GUARDS REQUIREMENT -60.7 AS PER F.B.C. 2017 NOA: 17-1114.05 04-04-2019 �• J.P. CONSULTANT MIAMI, LLC jppermitting@jpconsuitantinc.com 305.487.2205PROJECT Design Construction Managemagemenntt Glass & GlazinA Consultant CLIENT NAME: ERA WINDOWS & DOORS PROJECT NAME: TIM DUERKOP RESIDENCE ADDRESS: 1250 NE 94 STREET MIAMI SHORES, FL 33138 FOLIO: 11-3205-010-0200 TOTAL GLAZING AREA 213.67 SOFT • r r •MINE K W3 W-2 17-1114.05 2 ES- SERIES 2000 ALUM HR L.M.I. 2 53 261/2 50 XO 70.0 90.0 5/16"Lami 5 46.4 60.7 OK W 3 W-4 17-1114.05 2 ES - SERIES 2000ALUM HR L.M.I. 2 53 261/2 38 XO 75.0 80.0 5/16" Lami 5 46.4 60.7 OK W-5 17-1114.05 1 ES - SERIES 2000 ALUM HR L.M.I. 3 96 32 50 XOX 70.0 80.0 5/16" Lam! Y 5 46.4 60.7 OK W-6 17-1114.05 1 ES- SERIES 2000 ALUM HR L.M.I. 3 111 37 50 XOX 70.0 90.0 516"Lami 1 5 46.4 60.7 OK W 7, W-8 17-1114.05 2 ES - SERIES 2000 ALUM HR L.M.I. 3 106 351/3 38 XOX 70.0 80.0 5/16" Lam! 4 46.4 50.5 OK 17-1114.03 1 ES- SERIES 3000FRENCH DOOR L.M.I. 1 37 37 82 X 70.0 80.0 7-16"Lami 1 4 46.4 50.5 OK NOTES: Gonzalo Paz, P.E. FLp60733 IMPACT WINDOWS WITH WHITE FRAME & CLEAR Laml GLASS ===A •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• • ••• • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • �NJ r' ^,M'\!.P r )NGLII'i�"3.!. L"',', M'� sr:., ec. �wr $spt , r gs, I . , - rT• Da-.rkpci 1 �, n.n,�w �;c�V° ) �V `•' �L:;� ,: 1.F•7' FI,:. •le, 1609 SW 14 STREET, Suite 102 Miami, FL 33145 T: 305.487.2209 14jppe!Wnittin%Mco �ukRt % arc.com Wind Load Certificate Project Address: 1250 NE 94 STREET, Miami Shores, FL, 33138. High Velocity Hurricane Zone - Miami Dade: 175 MPH Building Height: 15 Ft r Florida Building Code 2017 & ASCE 7-10 Zone Zones 4 & 5 Walls Positive Pressures (PSF) (ASD) Zones 4 Walls Negative Pressures (PSF) (ASD) Zones 5 Walls Negative Pressures (PSF) (ASD) 10 20 48.6 46A -52.7 -50.5 -65.1 -60.7 3401 NW 82nd Ave. Suite 37€} Dorat, PL. 33122 (305) 599-8133 infoOeast,erneg,00m momeasterneg.eom Category II Exposure D Effective Wind Are4*s* i) 30 W " ...... 45.1 44.2 -49.3 -48.4 -58.1 -56.3 Inclined Roof Kd = 0.85 5V -47.6 -54.9 -Length of End Zone (Zone 5): 0.1 of least building width or 0.4 building height, whichever is smaller but no less than 3 feet This'tables are not be reduced without written permisson by Eastern Engineering Group. -53.8 Z X° =m _ Prepared by: ::Is �i C�iss& I - Lic No: 59399 d V nacnAellp Vd , PE - Lic No: 60733 ❑ Alexis Martinez, PE - Lic No: 80430 Cert. Athorization No: 26655 M#AMFDiADE MIANII-DA,DE COUNTY QXAM PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND -CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 31542599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv E.S. Windows, LLC 10653 N E. Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rulesand 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 afterthe 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 asRxmce purposes. If this product or material fails to perform in the accepted manner, the manufacumer will incur the expense of such testing and the AHJ may ,immediately revolt modify, or suspend the use of such product or material within their jurisdiction. RER reserve,, thq right try jyyoke the • • acceptance, if it is determined by Miami -Dade County Product Control Section that this Prpdu�t or mat;rigi 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 Fbrila Building Code, • including the High Velocity Hurricane Zone. • • • • • • • • • FESCRL'TION: Series "3000" Aluminum Outswing French Doors w /a o Sidelites ...... .... ..:..' - _ -- -- APPROVAL DOCUMENT: Drawing No. W04-51 Rev 1K, titled "series -3000 Alum OMW'Ihg Frenbhboors (LIVED", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corp®r'at;A dated 0e--10-04 • and last revised on NOV 09, 2016, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade iformV Product Control Renewal stamp with the Notice of Acceptance number and expiration datt Wtlt Miami-Wde County Product Control Section. MISSILE LIVIPACT RATING: Large and Small Afissile Impact Limitations: 1. Lower Design Pressures (DP) of Doors, sidefites, hardware, glass and threshold (sill) options shall control. 2. See sheets 1 & 21 for doors, 7-1 for single sidelite and = for doors w/ siidelites options within. tested frame area. 3. The Water Rating +DP with STD sill= +70 PSF (X & XX) and Hi -Rise sill = +90 PSF (XX) and +100 PSF(X). 4. T"ne frame are of alternate size must not exceed 97.58 ftz, nor panel tested area and may.. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia, 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. TER ENATION of this NOA will occur "after the expiration date or if there has been a revision or chant in the materials, use, and/or.manufacture of the product or process. Misuse of this NOA as. an endorsemad 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 fortermutation 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 NOA #16-0316.06 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAM� COtiNTY .''sw e NOA No. I7-1114.03 Expiration Date: December 16, 2018 Approval Date: December 28, 2017 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file referenced below) 2. Drawing No. W04-5+1 Rev K, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on NOV 09, 2016, 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(see sheet 2) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 .... Along with marked -up drawing and installation diagram of aluminum outming•Freneli 4om w/ Sidelite (OXX), prepared by Intertek./ Architectural Testing, Inc., No. F261, 3.0-450-18, ;feted 11A 6/15, signed and sealed by Joseph A. Reed, P.E. • • • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •""` ` 2) Uniform Static Air Pressure Test, Loading per FBA SAS 202M. • 3) Water Resistance Test, per FBC, TAS 202-94(see•sh" 2) • • • 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 2CUM 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 . ; • • • • • Along with marked -up drawing and installation diagram of aluminum outswiug drench door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938, dated 10/0t;09, signed and sealed by Julio E. Gonzales, P.E. Nate: This test report has been revised, reviewed, signed and sealed on 03/29/ 10 by Jorge A. Causo, P.E. (submitted under files #15-061.1.10/#14- 0722.13/#12-0308.40) 3. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL-3947 & FTL-3955 per TAS 201, 202 .& 202-94, dated. 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (Submitted under file # 09-0825.04). C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014 (51 Edition), prepared by Al Farooq Corporation, dated 08/0 1/1 6signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -U9 D. i2LT-4L ffY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RE.R). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayert"L, `ex g on 12/11/116. \ Ishaq 1. Chanda, P.E. Product Control_ Examiner N©A No. 171114.03 Expiration Date: December 16, 20.18 Approval Date: December 28, 2017 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED F . STATEMENTS 1. Statement letter of conformance to FBC 2014 (5`h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/0I/16, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report- G. OTHER. 1. This NOA revises NOA # 16-0316.K expiring December 16, 2017. 2. Statement letter dated 11/09/16 issued by ES windows, LLC requesting one year conditional approval until completion of the test proposal # 16-0940 and agree to remedial action, should the test is unsuccessful, signed by Samir Sabagh (Engineer -ES) 3. Test proposal No(s) #16-0940, #09-0225 dated 06/17/09, # 06-0411 dated 07/31/07 & 02/06/06 approved by BCCO. fees 4. Distribution agreement between Energia Solar, S.A.-ES Windows and ES 'Nindow'st L-LC', dtd • • • • 08/03/15, signed by Ms. Carla Garcia (i\IGR) and Andres Chamorro (Gent MGR) respt ively. • 1. New Evidence submitted. A. DRAWINGS • • • • • • • • • .... .... ..... 1. None. • ....... .... ..... .... .... ...... 13. CALCULATIONS 1. None :•.•:. •••••• C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS I . Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc_ (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass 9 Interlaver", expiring on 07/4/18. 2. Notice of Acceptance No. 16-117.01 issued to Kurarav America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Kuraray Trofosil Ultra clear and color PVB Interlayer (Former Kuraray Butacite 9 PVB interiayer)", expiring on 07/08/19. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (r Edition), F>3C 2017 (ft�' Edition)?and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/01/16, signed and sealed by Javad Ahmad, P.E. F. OTHER l . This NOA renews NOA # 16-0316.06 for one vear, expiring 12/16/18. >< Chanda, P.E. Product Control Examiner NOA No. 17-1114.03 Expiration Date: December 16, 2018 Approval Date: December 28, 2017 E-2 (4) ANCHORS 35 AT MTG. STEPS SINEL AND MULLION ENDS 6' MAX. HEAD/SFU_ CORNERS 146 3/5" MAX I t� !II 111 I t 35 3/16" simr,E WIDTH 6_ SURFACE APPLIED FALSE MUNf1N5 MAY BE USED ii 117, L-I_B FLb5F1 1T/ BOL1\\ G it 11 =-f=aF===== \ IS.DECEKSaPT70N ` S I FOR 7rry22 \ ps tt 11 II BOLT n it 11 B II \ D FLUSH / BOLT 11 n ACTIVE INACTIVE � I J II n 17 --u- " G I I I \ FLUSH LOCK OPTIONS SEE SHED 2 FOR CAPACITY V 31POINT OCK � S W _ II JJ"L\ I FFLL// Yt) i OLT ACTIVE r INACTIVE - - IN 29 5/16" 28 3/16' 29 5/1 m z SEE SSM HEET 2 28 3/16"' DA_ OPG. D.L OPG. EAD�O S i D.L OPG. FOR �� D.L. OPG. 5� 33 5/16' 36 13/16" 33 5/16` amewo SEE APNSHEET2PIECE HINGES PROapI �=�rI� PANEL WIDTH LEAF WIDTH QX)C0 PANEL WIDTH FOR CAPACITY 61�.4ie 1711/y v3Whifarmla XX LOCK OPTION #1 zat$ LOCK OPTION #2 MAX. FRAME AREA NOT TO EXCEED 97.58 SO. FT. PER FBC 2014 TYPICAL ELEVATIONS �� DIES-3000 ALUM OUTSWING FRENCH DOOR TESTED UNITS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS NOTE FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF WITH OR WITHOUT SIDELfTES. AND EXPOSED ON ACTIVE LEAF SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE DETAIL G ON SHEET 5. G THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH FDTTION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRK.ANE ZONE (HVHZ). 1BY OR 2HY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PROCUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS, 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 ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE MATEIALS INCLUDING BU7r NOT LIMITED TO ST VIVIETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREM04TS OF THE 2014 FLORIDA BUILDING 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 RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRA11ON RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THESE PRODUCTS ARE. RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. DOOR LEAF WIDTH (X) =FRAME WIDTH - 2.8125" INSTRUCTIONS: • • • • • • • • • • D09FJ LEAF WIDTH (XX) (FRAME WIDTH — 2.375")/2 • • • • • • • • DDOR LEAF HEIGHT = FRAME HEIGHT - 2.500" USE CHARTS AS FOLLOWS. • • • • • • • • 9lDFE PANEL WIDTH = SIDELITE WIDTH - 1.875" �1 DETERMINE DESIGN WIND LOAD REOUIREME!T BASELf • • • • • • • "JAI y„U PIVOT HINGES 0 y SEE SHEET 2 FOR CAPACITY Q f ac 0i a'R In 0 nga -Oro lcM o°���$ 0 j ova e ,Q�uLaS k a ON WIND VELOCITY, BLDG. HEIGHT• WIIA•ZONE • • • • • • • • • • �I `A\ USING APPLICABLE ASCE 7 STANDARD. 1( LiIfO ��� �f'!"• . STEP 2 FOR SINGLE (X) AND DOUBLE (XX) 060i; CAPACrrIESFROOLT'� 8F SEE SHEET 2. USE LOWER VALUES FROM GLASS, HN•ES,SCW AND • • �L�-OSI6'O:, FRAME SILL oPnoNs USED. • • : 0 • • . : >� Z•t-- 1-Y} STEP 3 FOR SIDELfTE PANEL (0) CPPACTTZ S,E,•G SHEE: 2. 1.• • • • • • OF • • .STEP < FOR SIDELrrE COMBINATION WITH v�yrc OR SI:FSRE • • • SEE MULLION CAPACITY CHART ON EET 22. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. fr1f 1111\\A1A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v � m O J W 0 0, 0d'n 1 tn f I.LJM�� 8 5 1 c!1 drawing no. W04-51 DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) GLASS TYPES i -1 HINGES ( ] LOCKS FRAME HEX:HT FRAME WIDTH 'A', 'B' & 'D' 'C' & 'E' 'F' 'G' A, 'IV OPT19N '1' I '2' & -3' ( -OPTiw 1• OPTION '2' INCHES INCHES EXT.. (t) .INT. (-) EXT. {+) [NY. (-) EXT. (+) INT (-} EXT. (+) MT. (-) ;EXT. (+) INT (-)I EXT. (+) TNT. (-) EXf. (+) MIT. (-) (-) ' 37-1/2 '70A' -80A' 90.0 90.0 100.0 1 120.0 1 70.0 80.0 __y90.0 1 90.0 100.0 1 120.0 I 70.0 1 80.0 1040 120.0 95-3/4 39-5/B - - 90.0 W.0 100.0 120.0 70.0 80.0 90.0 1 90.0 100.07 120.0 70.0 80.0 100.0 120.0 FRAME WIDTH no I XX' DOORS FF / \ LL 1�1// 9 LOCK OPTION 1 & 2 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) GLASS TYPES HINGES LOCKS IRATE HEnHT FRAME WIDTH 'A', 'B' & 'D' I 'C' & 'E' 'F' 'G• & 'H' OPTION '1• '2' & '3' OPTION '1' & '3' OPTION '2' INCHES INCHES EXT. (+) I INT. (-) I DO. (+) I INT. (-) IXi. (+) IM. (-) EXT. (+) INf. (-) -EXT: (+) INT. (-) EXL (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 71 -3/4 70-.0 80.0 90.0 90.0 90.0 ED 70A 80.0 90.0 9A.0 90A 940 70.0 80.0 90.0 90A 95-3/4 76 - - 90.0 90.0 WO. 90.0 711.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 NOTE GLASS CAPACITIES ON THS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA. BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 . HINGES: OPTION 111: THREE PIECE ALUM BUTT HINGE BY 'ES. WINDOWS' (3) HINGES PER LEAF AT 11' FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH #10 X 1" FH SMS (6) SCREWS AT FRAME, (5) SCREWS AT LEAF OPTION d2- FACE MOUNT 2 WING PIVOT HINGE 13Y 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS (2) HNGES PER FASTENED TO DOOR FRAME ANQ LEAF WITH BOTTOM 5/16-24 X 1" FH MS (2) PER WING OPTION 43: SERIES 60AT (DR HAHN A701) DIE CAST ALUMINUM HINGE BY 'DR HANN' (2) HINGES PER LEAF AT 6' FROM TOP & BOTTOM D.L OPENINGS: D.L.O. HEIGHT = LEAF HEIGHT - 8.1875' (STD. HOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH - LEAF WIDTH - 8.625" WIDTHS: FRAME WIDTH I LEAF WIDTH DAYUTE OPG. 31-1/2' 26-11/1b' 20-1/15' 34-11'/16" � 26-1/16" 39-5/8' 36-13/16' 28-3/18" 59-3/4' 1, 28-11/1C 20-1/16 71-3/4' 34-11/18' 26-1/16" 76' 36-13/16' 1 .28-3/16" NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGHTS: DAYLRE OPG. FRAME HEIGHT LEAF HEIGHT STANDARD I BOTTOM RAIL HI -PROFILE BOTTOM RAIL ,_.82-1/21_ _801 ­ _71-13/161. 68c1/,16" 95-3/4" 1 93-1/4' 1 85-1/16" 81-5/16' LOCELNG HARDWARE: ACTIVE I EAR OPTbN Et: SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45- FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2' OH MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) /8-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH $8 X 3/4" FH SMS (2) SCREWS PER BOLT OPTION p2: 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39' FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) $8-32 X 2' OH MS OPTION 81 4-POINT MORTICE LOCK SYSTEM BY 'INTERLOCK' AT 39" &F*M W"M • • • • • • HANDIj ACTIVATES 4DEA6 BO&T AND 9HDi( SO ENGAC*4G AT HEADBAND WL& • • • • I KEY OPQATED 061 •EXXWIDIi ANC TdUMF* SUEN ON INTERIOR • • • • • • • • FASTEWS TO AC" LEAF* WCK WILE WITH • • • (2) #8-32 X 2' OH MS INACTIVE " (FOR USE WITH OPTIONS 1.2 & 3) tC �OfP�IR}SABY'SN&A:SOC. FACE pFa' LE6F M �AT7 T b NN3EE/4 �FSiL SMS (2 Ep SO LI• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WATER INFILTRATION LIMITATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL - +70.0 PSF (X & XX DOORS) HI -RISE SILL - +90.0 PSF (XX DOORS) +100.0 PSF (X DOORS) EXCEPT GLASS TYPES 'G' & 'H' REQUIRE HI -RISE SILL FOR ALL CASES. 7.5C0 2.000 7 STD. SIL1. HI -RISK SILL �v Z q r Z n a S 6 0 d N 0 G O (y Q Eag vq � � q q Ii Z 07 -.0 Q W ( F PRODUCT R0,1449 AID w cosptylvE wil(� Ae F1.00 PRODUC F AEYtCPA Mtll•PTJI"#W tit iiaelfY I !Ic�9 o B�dej C•�e Awn• T lu•o3 T::TMnOe• T171c 18 AR tM• /6-o 31�•a 6 A I y E>apit{c•prim�M." m S �� 4dt a � .lfem_j�j�r7 ►YJ✓ RtY��n' hrictCa••'d� ! N • C ^ I ' a • • OF drawing no. W04-51 STATIONARY PANEL. (0) OR SIDELITES FRAMA E E _O ]L DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT./IN. FRAME WIDTH INCHES GLASS TYPES 'A', 'D'. 'D' 'C' 'E' 'F" 'G' L. If EXT.(+) INT.(-) EXT.(+) Kr. -) EXT.(+) INT.(-) EXT.(+) INT.(-) 33 70.0 80-0 90.0 90.0 90.0 90.0 70.0 80.0 36 70.0 80.0 87.0 87.0 87.0 87.0 70.0 80.0 6/10-1/2 39 70.0 80.0 80.3 803 80.3 m:s 70.0 80.0 42 70.0 74.6 74X 74.6 74.6 74.6 70.0 74.6 33 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 7/0 36 70.0 80.0 87.0 87.0 87.0 87.0 70.0 80.0 39 70.0 80.0 80.3 80.3 80.3 80.D. 70.0 80.0 33 7C.0 80.0 87.6 87.6 90.0 90.0 70.0 80.0 8/0 36 70.0 80.0 87D 87.0 87.0 87.0 70.0 80.0 D.L. OPENINGS: D.LO. HF1CtiT = LEAF HEIGHT - 8.1875' (STD. BOT. RAIL)' D.LO. HEIGHT - LEAF HEIGHT - 11.9375- (HI RISE BOT. RAIL) D.L.O. WIDTH - PANEL WIDTH - 4.000' 1C H.S. GLASS .090" Interlayer -SentryGlas By 'Kuroray America. Inc.' \\�3/16" H.S. GLASS SILICONE r�DOW CORNING 795 GLASS TYPE 'A' V/8" H.S. GLASS \090' Interlayer SertlryGkn �By 'Kuraray Amerlm Inc. \ 1/8" H.S. CLASS SILICONE w %DOW CORNIN i m / 3 ;2 1/8' H.S GLASS .090" Intenayer Butaciie flZ 8y 'Kuroroy America, Inc: --1/8" HS. GLASS SILICONE DOW CORNING 795 i m i c7 31 m 3 WATER INFILTRATION L[MITATIONSS: Q 1 a m a WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF a S G M-RISE SILL - +90.0 PSF 3 ry ` S� Iv v 2.000 0 � 1.50!1 � to n el STD. SILL HI -RISE SILL 0 C It O p '* �yrc N a 2 N u NOTE: J o ®5 j GLASS CAPACMES ON THIS SHEET ARE Q LZu a 1 k BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 s i HS. GLASS c _ 090" trterlayer �I I &:tocite PYB By 'Kurarny America, Inc.' U 5/32" H.S. GLASS I 'J w SILICONE Ln N - n OOW CORNING 795 jO PRODUCZ �IrtytA i � 0 Bwd�c _ wMilstliefYr g II 3 Z ^n Uj ram•' 12 GLASS TYPE 'C' � GLASS TYPE 'D' �1/4" H.S. GLASS 1/8" H.S. GLASS 3/15' H.S. GLASS 09090" ' Interlayer 0Irrterlayer 090' Interter ay \�SentryGlaa SaNez Clear And Color Glass Snilax Clsar And Color Glass By Kuraroy Americo, Inc.' �B'Eastma n an Chemical Co.' �By 'Eastman Chemical Co.' i\ 1/8" H.S. GLASS 1/8'-H.S. GLASS \ 3/16" H.S. CLASS SILICONE SILICON? • • • • • • • CONE 795 I DOW CORNING 795 �,a DOW CORNING 79 • F • DOW CORNING 795 im L. im • •• • �• • • gut g • • • • • i• 3/1C H.S GLASS 090' Interlcyer Butacite FV9 �By 'Kuraray America, Inc' \�3/16' H.S. GLASS Q SILICONE DOW CORNING 795 i m 3 N J II CLASS TYPE 'B' ¢ N. �36• • • • • • • • • 5 • • GLASS TYPE 'E' GLASS TYPE 'F' 9 GLASS TYPE 'G' • q; • : • G&ASS TYPE ;I' • • • GLAZING OPTIONS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FROOLIC r QEYM 90-as.yl'4q witb On Florkk i..wl aEL•4 Ap R eegps•a He J =3O ,C• Dl. E4T -d- V.te ZZ /t l/7 •�OnLYD ra[Cs011eA � • 9: � V ENBF •.17 :� o '• Cg r�lV� drowing 9 no. W04-51 I 7.7. DESIGN LOAD CAPACITY - PSF - Swarm WIDTH INCHES FRAME HEIGHT FT./IN. DOOR TO SIDELITE MULLION SLDRLITE TO SOJELrrE kVLL DNREU;FORCED REDFORCED REINFORCED EXT.(+)/INT.(-) EXT.(+)/81T.(-) EXT.(+)/INT-(-) 24 27 30 33 36 39 42 6/10-1/2 80.0 80.0 90.0 80.0 50.0 90.0 80.0 80.0 90.0 80.0 Sao 90.0 80.0 BO.O 87.0 80.0 80.0 80.3 74.6 74.6 74.6 24 27 30 33 36 39 7/0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 - 80.0 8C.0 90.0 80.0 80.0 87.0 80.0 80.0 80.3 18 21 24 27 30 33 36 8/O80.0 80.0 90.0 80.0 90.0 L7t-l 80.0 90.0 90.0 50.0 90.0 62.4 78.9 90.0 60.1 76.0 87.0 NOTE:. FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELTTE CAPACITIES SEE SHEET 2-1. FOR SIOEUTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR DOOR/SIDELTTE MULLION CHART WILL APPLY TO ENTIRE. SYSTEM. SIDELRE WIDTH 39 5/6MAX. _I SinGLE (X) DOOR WIDTH 76' MAX. (r l rw c (XOX0) OVERALL FRAME WIDTH n n OVERALL FRAME WIDTH A C /L F / \\ B D SIDE LITE DOOR FRAME SIDELffE WIDTH WIDTH WIDTH r OVERALL FRAME WIDTH C A J\D 8 DOOR FRAME SIDELTE SIDELRE WIDTH WIDTH WIDTH ( OXO) ( XDG ( OOX OVERALL FRAME WIDTH n n Co OVERALL FRAME WIDTH 1 A /L \ DOOR DOOR FRAME SIDELITE FRAME WIDTH WIDTH WIDTH OVERALL FRAME WIDTH ( A� n I � 6 D\ i 9 D\ / SIDIELrrE DOOR FRAME SIDELTTE DOOR FRAME 51DEUTE StDfLffE I SIDEUTE J I DOOR FRAME WIDTH WIDTH r WIDTH WIDTH WIDTH P WIDTH WIDTH SIDELITE W16TH SIDEUTE WIDTH I • • • Ji 8, • • • !� • • • • SINGLE (X) DOOR WIDTH •• • ••• • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (OOxx3 mmonam as f-m ►RODUCfsEV» ' S 8 r at•pift•• •tut•r rieAea • 4 ; s ED Aajr (I14•oi AAs•e�N•/ -G 606 u l° �kl toillYweM Vj? EWk*A-Nfe i 7 • a a' a m o W1\1111I1f11/// • I � • drawing OF no. _ EDGE OIST_i TYPICAL ANCHORS I r-sEE ELEVATIONS FOR SPACING A' 21 O TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY wooD euac EDGE JAST.i a I 5 CO X � N 3/4' MIN. THROW BOLT PENETRATION o � o� nl o� � 11H 1h o o a0 _ — 6 THROW-S LT PENETRATION SNAPPED( PUCE 15 <v)> I INTO SQUILL N; 3 � N I i v `TYPICAL ANCHORS 3/16' X 1-1/2' 3/16' X 1-1/2• SEE Ely. FOR SPACING WEEP SLOT) WEEP SLOT 2/ SILL AT XX DOORS 1/SILL AT SIDELTTES I 1/ SILL AT X DOORS EDGE OLST. II EDGE DIST. STATIONARY UNITS OPTIONAL 3A 3 34 < I • • • • HI-PROFII:E BOTTOM RAII. _ • • • • • APPLICABLE TO STATIONARY �• 3 • • AND OPERABLE UNITS • JF • • • v HI -RISE FR&W SILL /. a v APPLICABLE TO STATIONARY • • • • AND OPERABLE UNf15 • SEE EL.EV. R SPACIN; • • • • • •RE •• ••• • • ••• • • �F�TNITS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w Iy C Ot b h w 0 a� Ito V �Nxi 10-'„ LL 0 J z Q W J s�• n I m IgI V UJ J PRODUCE Amewtg wIM me hylt Ilk � NM a in M c- N• MMV-03 j I EA� 0--WwS z 3 J �t e3 i -j La1 M W FRODUCf RE1Ilm >6cW Ahq wki pie rack t-a L4."i eumft�- c R 2 o �ft•r Ari rvd°Iet Ceil�ul m SM OF :.Ly: drawing ' 0111 111, \\ sheet 3 of 7 fez TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING EDGE GIST. METAL STRUCTURE MIAMI-DARE COUNTY APPROVED MULLION do MULLION ANCHORS H (SEE HELOW) 11 SEE SEPARATE NOA �a D WOOD BUCKS AND METAL STRUCTURE NOT BY ES. WINDOWS _ = MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM m N m AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL SEE ELEV. FOR TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. UI_TRACON BY •ELCO' (F-1177 KS:, Fy-155 KS'; INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED 'NTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ALUMINUM: 1/5" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO SE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 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 fc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 -PSI MIN. SEAUNI TS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • • • • • • • 2IHTjE•UMINUM COLORED SILICONE. • lRODI�1 �Nvp* • • • • •�W� M•• • • • YTlllilitl� •• AcRpAfpN•i?/i/yD3 • • •• :�'",j E>r06'etl•e Daft By � 4✓t�-�OD:1Gi �[D 91 C. • • •M:st >~ P,••,•� � ill i• i i•• i i O /L•�� _�� '�� • • •• • • • j • oP :��_ hrf ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I� drawing no. W04-51 LTYPICAL ANCHORS SEE ELEV. FOR SPACING EO #10 X 3/4" SMS 'F I 6' FROM ENDS `J O & 14' O.C. MAX OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY mlx 2'X.98'X 1/8' FULL LENGTH STL. CHANNEL (CARBON STEEL TO BE PAINTED OR PLATED) ACTIVE I.BSF (FLUSH BOOTS AT ACTIVE AND I.IACSIVE LEAFS MUST BE ENGAGED DURING PERIODS 4 u p1 ; OF HURRICANE WARNING) c Z A CONCEALED FLUSH BOLTS AT 10' FROM EACH ENO 11 G CONCEALED FLUSH BOLTS O N Q C e a C p WITH LEVERS ON STILE FACE AT 10' FROM EACH END WITH LEVERS ON INSIDE FACE O w H p a W 6 O to 'n IN-ACTIPE LEAF1 V ��a o Itm< LLZa4a ijo°m¢ S B r° LOCK OPTION 41 -�-.- Q 25 n m I W Z �JJ J� EXTERIOR 1J p �o 3 POINT LOCK SYSTEM CONCEALED FLUSH BOLTS 12 AT 10' FROM EACH END i' N.+ p 0+ 4 POINT LOCK SYSTEM WITH LEVERS ON INSIDE FACE / •r mm� W 0 I LN-ACTIVE TEAR 1 ACTIVE LEAF U 0-ACT1VE LEAF 2 8 •• ••• • • •• • • • • • • • • • • • LOCK 0P20NS 42 & Y3 • •• • • • • ••• • raonucT itca�wev s, empaia� wk6 tse 01srWr sdmm cod` r ¢EVE 000 • . . . • , Llc $Tit.. - W..Or FPO M*-tcftt Q • • • • • • • • • • • •• •• • • • •• •• • „ 0 8 5 drawing no. TYPICAL ANCHORS (-SEE ELEV. 1 FOR SPACING 1BY STRUCTURE 1/4- MAX. SHIM L:J 2 WOOD AC-TTW, .c,v DR STRU OPG. V WIDTn 39- 5/8- MAX. FRAME WIDTH EXTERIOR ( X ) OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY 98"X2•xso' X 1/8' FULL LENGTH STL CHMlNEL (CARBON STEEL TO BE PAINTED OR PLATED) ACrM LEAP 1 TYPICAL ANCI L-SEEE ELEV. FOR SPACING LOCKLOCK O 2 OR 3 I SHOWN SHOWW N OPTIONAL TRIM O .� .. • • • • • • • • • • • • • • • • KICK OPTION 0, 29OR03 • • • • • OPTION 1 SHMN • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 090 0 • • ••• • • O ( 0-0) SIDE JTE TO SIDELTTE 8' ANXIM oB�B D011CrglylarNa q `I� Ip•Iwewme (7 03p N-4 a.&wily nr u ehpinlpo. /fig A—" hll.w� F �r4N A r etAwi. " o c V Carq m o � c � F H u 0 dro�inq no. '%�S•.. "��� W04-51 sheet5.1of 7 17'RM / PART # I QUANTITY DESCRIFf1ON MATERIAL. MAbW./SUPPIIEB/R6YARE.S 1 ES3001-1 1 FRAME HEAD 6063—TB 2 ES3001-2 2 DOOR FRAME JAMB 6063—T6 3 ES3002-1 1 FRAME SILL (STANDARD) 6063-75 3A ES3025 1 FRAME SILL (HI —RISE) 6063—T5 — 4 ES3003-1 AS READ. SIDEUTE ADAPTER 6063—T6 5 E53004 AS READ. SHEAR PLATE O ANCHOR LOCATIONS 6063—T6 3' LONG 6 ES3005-1 2/ LEAF TOP AND BOTTOM RAIL 6063-1`5 — 6A E53024 2/ LEAF HI —PROFILE BOTTOM RAIL 6063—T5 7 ES30O6-1 1/ LEAF DOOR LEAF JAMB — HINGE SIDE 6063-75 — B ES3007-1 1/ LEAF DOOR LEAF — LOCK SIDE 6063—T6 9 ES3007-2 1/ LEAF DOOR LEAF — KEEPER SIDE 6063—TS — 10 ES3008-1 AS REOD. SIDELTrE SDLE 6063--15 11 F13-1202-914 2/ LEAF CONCEALED FLUSH BOLT S'l rEL SULLIVAN & ASSOCIATES 12 F13-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN k ASSOCIATES 13 ES3011 AS REOD. JAMB TOM 6063—T5 OPTIONAL 14 ES3012 1 SILL COVER 6063—T6 — 15 E53013 2/ LEAF WEATHE^M1Si RIP ADAPTER 5063—T5 � — 16 ESM14-1 4/ PANEL PANEL CLAMP 6063—TB — 17 E53003-3 3/ LEAF HINGE ASSEMBLY 6063-116 SEE SHEET 2 17A — 2/ LEAF PIVOT HNGES — SEE SHEET 2. MASTER 17B M701 2/ LEAF DR HAHN 2 PIECE HINGE, AT 6' FROM EACH ENO DIE CAST ALUM SEE SHEET 2 19 — — DOOR LOCK (SAVANNAH 201SL) — YALE 20 — — I DEAD BOLT LOCK (PREMIER) — TALE 21 W2232ING AS READ. FIN —SEAL PILE W'STRIPPNG — ULTRAFAS 22 E53020 AS REOD. BULB WEATHERSTRIPPING VINYL ' AT SIDELTTE PANELS 23 — 1/ HINGE HINGE RENFORCNG BAR ALUMINUM 1-1/4'X1/8'X4-1/4' LONG 24 — AS READ, HINCE REINFORCING BAR ALUMINUM 1/8- THK. X 7-7/8' LONG 25 — 2/ LEAF 3/8' DIA THREADED ROD W/ NUTS STEEL — 26 — AS REQO. FRAME ASSY. SCREWS — /10 PAN HEAD SMS 27 — AS READ- - MULLION REINF. CHANNEL (LENGTH MULL HT. — 10') A36 STEEL — 28 ES4014 AS REOD. BQiiOM RAIL GLASS STOP NEOPRENE — 29 ES4019 AS REGO. PANEL SILICONE MP NEOPRENE — 30 — AS READ. 3/6' DIA X 1/8' HT. BUMPER - SILICONE FRANK LOWE RUBBER CO. 31 ES4013 AS READ. WEDGE GASKET SIUCONE/EPOM TREMCO 31A ES-3000—G01 AS REQO. I WEDGE GASKET SWCONE/EPOM TREMCO 32 ES3022 2/ STILE FLUSH BOLT BRACKET 8083—T5 33 — 2/ BKT. BRACKET INSTALLATION SCREWS I — J10 X 1' FH SINS 34 Q/LON AS REOD. DOOR PANEL W'STRIPPING — SCHLEGEL 35 — AS READ. 1/16' X 1/2' GLAZING TAPE URETHANE SAINT GOBAIN 36 j AS REOD. 1/3' X 1/2' GLAZING TAPE URETHANE SAINT GOBAIN PRODUCT MAaw* • • • • • • • • q !�� •PR91L1[T t • • e°ri i ?Sj15 as eompylrg wiH 1Ae • •,! R! • ♦ :1 CodBaldbg Na �-14Y'� 3 • . • 4•'� . • ` Ev�b>riw 1.. �w • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �I U I E 1.500 L 4.000 7.779 --s 2250 960 I .125 2,000 MULLION REINF. CHANNEL 140 MATERIAL SIIJGONE/EPOM .. FMRGNE55 - 70t5 31 255 T 1 1, -ty- �' S .160 MATERIAL =. SIUCONE/EPDM HARDNESS o 70t5 1 ® GLAZING GASKETS SCALE t:T u_3 S 1 0 °j @ 21 G ot0•1`� a a a z pq a p 0 t^pp N C m a w Z �• 6 0 0 Z Q W Q w M m i 078 I ©U FRAME HEAD/JAMB 3.350 vs 395 SHEAR PLATE 2--.125 , 0.312 .688 w-2.125 ® � z 00° 0 I I F�1.500-d 1•WEATHERSTRIP ADAPTER 2237 Do4.03.500 913 I L"�•II S90 RAIL1 1.000 600Dos IT- B2 13 JAMB TRIM (OPTIONAL) �D�wM60. Itkt4* ua. l 0 3 I�-t•1g.�� PIVOT HINGE mf Oak ^Z L 6+�dirY[g fbrfdA '4��Wfr<Nq £a�tryV�Orte .I b 1.4 nd¢c : • • `�IIV11111 t)11�T •• c: a tt \ .tl ,/d• i I''±";,a 4 V a �.� e':, \\\ J --" ��/\F1 • • • - '- • • •- • • • ' 06 • • • Q -' �� - • • �; `S; •.ltORIV ..•(�[�a.� ��11111\1� _ � O m J W � N N N 10 5/16" OL4._ STEM 2.000 + (17 3 PIECE I � I e e ©3.209TOP/BOTTOM 3.375 1 5 + 1.391 f'3. s:^.2 DIE CAST ALUMINUM HINGE .250®+ 1E]i i6 PANEL CLAMP I i Lk HINGE 2674 .078 395 750 i--3.35 Q SIDELITE ADAPTER 2.000- .913 IP- 1.750 .621 I .094 o SIDE LITE STILE a �i��i I� o w q S 15 �3333331� ilk i.25o 6A .590 .078 t rl YE 913 7.750 1 I �_ RAIL 2.163 1.145 490 p7g - 1.SOC .563 t�- f- 4.000----� �• FRAME* I* (`TD•) • • • • • + • 1 • • • • • • • 1 055'F•••''''''{{{• • t •t ••• •• .I • • 1.145 .062 *♦ •I� •3- • • • • • 2.000 : 41093 • ••• • • I • • �-+ • • iM • •' •� •_ • J • • I-=-4DW FRAME SILL (HI -RISE) -� 7.745 A I .D62 475 III-T -I 927 {- IS SILL COVER o 11.2 m• L Oo-tt m c = o Y I 4 B y drawing o nc. W04-51 4.625 .094 1.964 J��.5901.750 4.000� 7.750 .590 i . 094 I .913 - Q HINGE STILE 4.000 Q� LOCK STILE/KEEPER STILE HI -PROFILE BOTTOM sheet6.lof 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • m .'�A _DOW ..-- CO-RNING -- _79t ---SEALANT. --...._ STATIONARY PANEL OR DOOR LEAF CORNER SIDELTTE CORNER _ 26 MW"Ci RB 4*40 ^//l'f 03 i i - • • • • �e4ria nn+` 11l • • • � • • . , r 1 � 'ii i.8 i,1 1�N y �t�REy�gp� No • • : !>°�"� Ise � f_ T7 ,• 17 SIDELITE ADAPTER BOTTOM CORNERC �U N A W Z q °/ 3 o� z 0aoo itmz0 aWZO!9 woA_c snm2 zv's j O i m J M = o 3 W H �Mn m 3z�g ^ 1 n �(( � dmwing9 no. W04-51 JVAl. ���•�• jj11111 sheet 7of 7 R M AW MIAMI—DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT 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.miamidade.8ov/economy ES Windows LLC 3550 NW 49`h 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 Cllqptrol Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Cauntyl reserve right • to have this product or material tested for quality assurance purposes. If this product or•materia;Tams to ��..:. perform in the accepted manner, the manufacturer will incur the expense of such teStmA end the AIJJ may immediately revoke, modify, or suspend the use of such product or material within 11e1'r*JunsdictiQn,.RER • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Co VV. •Product Gontrol • • ; • • . Section that this product or material fails to meet the requirements of the applicable bul'll jug code. • • • ""' This product is approved as described herein, and has been designed to comply with.the•1'`lorida $dilding ' • Code, including the High Velocity Hurricane Zone. • • • • • • • DESCRIPTION: Series "2000/2050" Aluminum Horizontal Sliding Window - L.Ift.I. • • •"' • APPROVAL DOCUMENT: Drawing No. W03-75, titled "Series-2000/2050 Alum.'Wriz. Slidijig.W(Jw. (L.M.I.)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/27/03, with revision I dated 09/27/17, pre13a4td by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1 ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, 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 and renews NOA No. 14-0923.10 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 Manuel Perez, P.E. NOA No. 17-1114.05 MIAMI [ M COUNTY Expiration Date: November 06, 2023j f pig Approval Date: February 01, 2018 ` Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.02) 2. Drawing No. W03-75, titled "Series-2000/2500 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1, 1. 1, 2 and 3 through 9 of 9, dated 08/27/03, with revision H dated 09/16/14, 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 pel FBCTAS 102-94 3) Water Resistance Test, per FBC, TAS 202-94 " • •;• 4) Large Missile Impact Test per FBC, TAS 201;04;,, 5) Cyclic Wind Pressure Loading per FBC, TAS 203.94 60060 6) Forced Entry Test, per FBC 2411.3.2.1, and T�rS-2 2-94 •" •••• along with marked -up drawings and installation diagram of a horl�cl�ital slidip� • window, prepared by Fenestration Testing Laboratory, Inc., Test R; pon No. FTL-5811, dated 02/16/09, signed and sealed by Michael R. WeMel,'P:E. (Submitted under NOA No. 09-1008.06) ; • • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •' • • 0*00 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5338 and FTL-5475, dated 01/17/08 and 12/20/07 respectively, signed and sealed by Carlos S. Rionda, P.E. (Submitted in NOA No. 08-0527.13 and 07 0928.13) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03 respectively, signed and sealed by Joseph C. Chang, P-E. (Submitted under NOA No. 03-09 ,l 2) � J Manue er P.E. Product Con of Ex miner NOA-1114.05 Expiration Date: November 06, 2023 Approval Date: February 01, 2018 E-1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5ch Edition (2014), prepared by Al-Farooq Corporation, dated 09/09/14, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0923. 10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 9 0• • • • • • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNejuwrs & Cb:; Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, elpWt on 01.1/17. 2. Notice of Acceptance No. 13- 0129.27 issued to E.I. DuPont DeMe)ipurs & Go.� Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, d%piMg on 1201716. ... .Y. F. STATEMENTS . •' .. • • • • • 1. Statement letter of conformance, complying with FBC 5th Editis -QW4), and'of no financial interest, dated September 10, 2014, issued by Al-Faroocf Corporati+•si jAed and sealed by Javad Ahmad, P.E. * 9 • 2. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente %;rd•by Andres Chamorro. (Submitted under NOA No. 12-0223.46) 3. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-1008.06) 4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P. E. (Submitted under NOA No. 09-1008.06) 5. Laboratory compliance letter for Test Reports No. FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda, P.E.(Submitted under NOA's No. 08-0527.13 and 07- 0928.13) 6. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL-3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows, LLC for their Series "2000/2500" Aluminum Horizontal Sliding Window - L.M.I., approved on 09/19/13 and expiring on 11/06/18. Manu4P,ere4 P.E. Product Contr l Exp1miner NOA No.-1114.05 Expiration Date: November 06, 2023 Approval Date: February 01, 2018 E-2 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W03-75, titled "Series-2000/2500 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/27/03, with revision I dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None •Y.• C. CALCULATIONS . • • • • • 1. Anchor verification calculations and structural analysis, complym&with FBC 6:%. • Edition (2017), dated 09/22/17, prepared by AI-Farooq Corporatjov, signed"' • 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{4RO) ; • :000 E. MATERIAL CERTIFICATIONS : 0 0 6 9 • 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc.'f:64eir "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. 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. F. STATEMENTS 1. Statement of conformance, complying with FBC 511 Edition (2014), with1BC 6ie -letter Edition (2017), and of no financial interest, dated September 22. 2017, issued by AT Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No.14-0923.10, issued to ES Windows, LLC, for their Series "2004/2050" Aluminum Horizontal Sliding Window — L.M.I., approved on 02/05/15 and expiring on 11/06/18. Manuel POtner P.E. Product Control NOA No. 14.05 Expiration Date: November 06, 2023 Approval Date: February 01, 201.8 E-3 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES-2000/2050 ALUM HORIZ. SLIDING WINDO�P DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE 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 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 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 ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO SMVMETAL 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 RECEIANG 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 RENEWED BY BUILDING OFFICIAL WINDOW WIDTH I 10' MAX. ADDL ANCHOR 11• z STILE AT STILE ENDS MAX. 0 a 8• MAX. ENDSSEE SHEETS 2 & 3 HS'LL�L HEAD SILL 5• FOR CAPACITY E �j p 3 CORNERS FALSE MUIMNS (SURFACE APPLIED) N �. U MAY BE USED d 11 �I II II II II 0 y rA- `. I I I I i 0 e ===iL n II it li it li it o 33 1/2- 33 3/8• / 33 1/2' o J ?S D.L OPG. D.L OPG. D.L. OPG. 37 5/8- VENT WIDTH VENT WIDTH 3 O -j TYPICAL ELEVATION?i U 3zI'-yl L �p 5..5 PRODUCT REVISED as complying with the florid• Building Code NOA-No. 17-1114.0S Expiration Date 11I0612023 By MI 4 a Product e 1 LAMINATED GL S LARGE IMSILE IMPACT •• ••• • • • • • •• C u, LL p _ • • • • • • • • • • • • • • ����`1�1t1•t1 IA j.I YYA�i� b .. ... .. • 4P 2 9 2017 O zr drawing no. W03-75 • • • • • • • • • • • • • OF • �� • • . . "%;ri4°wo�• ' �.� • • • 0 _ • • � ���NAL11���� sheet � of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8' ANN, GLASS 090' Interlcyer • SentryCioa By 'Kuraray America, Inc: 1/8" ANN. GLASS p. F SILCONE DOW CORNING 795 � � 3 21 o AT 1/4 POINTS ON UTES WIDER THAN 36' GLASS TYPE 'A' 1/8" ANN, GLASS .090' Inter'-r Trosifol PVB + BY lararey America• Inc.' 1/8' ANN. GLASS SILICONE DOW CORNING 795 ' z i 3 ' 21 V N I � o - � I 8 AT 1/4 POINTS ON UTES 1 WIDER THAN 30" j GLASS TYPE 3/1 W ANN. GLASS 090' Interlayer Snnt,)aae By 'Kuramy America, Inc.' 3/18' ANN. GLASS SIUCONE DOW CORNING 795 �AT 1/; POINTS ON UTES WIDER THAN 36" GLASS TYPE 'C' /6' HEAT STREN'D. Guns 090' IMerloyer -SentryGlae By 'Kummy America, Inc.' F /8- HEAT STRWD. GLASS SILICONE TDOW CORNING 795 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'Al' 1/8' HEAT STREN'D. GLASS 090' Interlayer Trosifol PVB By 'Ruroroy America, Inc: 1/8' HEAT STREN'D. GLASS SILICONE IB' `DOW CORNING 795 AT 1/4 POINTS ON UTES WIDER THAN 36' GLASS TYPE 'B1' HEAT STREN'D. GLASS 5/32' HEAT STREN'D. GLASS Interlayer 090' InterWyer tol PVS SnrrtryQos auaray America, Inc.' By 'Kurcray America, Ina' HEAT STRENT. GLASS 1/V HEAT STREN'D. GLASS SLICONE SILICONE DOW CORNING 795 �+ DOW CORNING 795 41'1W I S21 4 AT 1/4 POW?S ON LTTES AT 1/4 POINTS ON UTES WIDER THAN 38" WIDER THAN 3B' GLASS TYPE 'D' GLASS TYPE 'E' 5 SIUCONE DOH CORNING 795/983 SILICONE CORNING 795/9S3 y V� a p 3 Z g *DO,W �¢ AT 1/4 POEMS ON UTES AT 1/4 POINTSON UTES °qq D WIDER THAN 36' 5/16' LAM. GLASS WIDER THAN 36" 7/18" LAM. GLASS o ALT. GLAZING OPTIONS Q- °q J SQUARE GLAZING STOP CAN BE USED WITH ALL v5 g r GLASS TYPES SHOWN ON THIS SHEET. in J J � nI 0� � M oe ?3��y� 3Z�M � M g PRODUCT REVISED as coutplyiny with the Florida Building Code g o Q NOA-Ho. 17-1114.05 n gg d 9 Expiration slate 11106/2023 • ey Mlam ads roduc C ro T o •- « . o N88S ••• as: see a ••• SEP 191017 •• ••• •• • • • •• •'uGEN j g j � C drawing no. • • • • • • • • • • • • • OF ��� sheet 1.1 of 9 11 i l t t ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN_ LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 STD. ANCHOR SPACING ADDL ANCHOR ## STD. MTG. RAIL (FRAME SILL •1. 2. 9 k 4) H.D. WM. RAM H.D. MTG. RAIL SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS SEE DETAILS BELOW FOR EXT(+) LOAD UMnATONS (SILL '8 4< 4) #'k (SILL -3 k 4) ** GLASS TYPE 'At' GLASS TYPE 'AS' - - - - GLASS TYPE 'AI' GLASS TYPE 'BI' GLASS TYPE 'B1' GUSS TYPE 'A' GIA59 TYPE $1' GLASS TYPE 'D' GLASS TYPE 'D' CLASS TYPE 'D' NAIDOR DIMS. A GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' GLASS TYPE $' WIDiH HEN.WT EM.(+) INT.(-) EXr.(+) WT-(-) IXF.(+) INF-(-) EM.(+) INT.(-) EXT.(+) INr-(-) 6 26-1/2' 3 70.0 SO.o 70.0 90.0 70.0 80.0 60.0 90.0 - 37' 26' (3) 4 70.0 80.0 70.0 90.0 70.0 80.0 a� " 90.0 - - `5 a 53-1/8' (3) 6 70.0 Bolo 70.0 90.0 70.08D.O Bolo 90.0 - 74' a 70.0 80.0 70.0 90.0 70.0 Bolo 80.0 90.0 - - 26-1/2• +4 q 3 70.0 a0.o 70.0 90.0 70.0 30.0 60.0 90.0 - - 3T 38-3/8'1 70.0 80.0 70.0 90.0 70.0 80.0 80.090.0 - 777 3TD. MTRADS ( STD. RAIIS 5374'6' (3) i 6 70.0 Bolo 70.0 90.070.0 80.0 80.0 90.0 - - I 5-2000 5-20-2050 8 F 70.0 Bolo 70.0 90.0 70.0 Bolo 80.0 90.0 - - 26-1/2• 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - -+ 37' 50-5/8' 4 70.0 80.0 70.0 90.D 70.0 80.0 80A 90.0 - - '53W1/8" (4) 6 70.0 80.0 70190.0 70.0 80.0 80.0 90.0 - - 7/ 8 - 0. 70.0 90.0 70.0 80.0 80.0 90.0 - = 26-12• 3 70.0 Bolo 70.0 90.0 70.0 80.0 solo 90.0 6A 37' 4 58.9 67.3 70.0 90.D 70.0 90.0 80.0 90.0 - - 53-1/8' (5) 6 426 48.7 70.0 86.6 70.0 80.0 80.0 90.0 - - 74• e - - - 0. - 0. 75.3 . Bolo 9 24' 3 76.0 Bolo 70.0 90.0 70.080. Bolo 80.090.0 90.00 - - 5 38' 4 70.0 BO.o 70.0 90.0 70.0 80.0 80.0 90.0 - 48• �Z) 6 70.0 80.0 70.0 90.0 70.0 50.0 80.0 90.0 - - 60' 6 70.0 $0.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72' a 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24' 3 70.0 W.0 70.0 90.0 70.0 Bolo Bolo 90.0 - 68 B. 36' 4 70.0 Bolo 70.0 90.0 70.0 80.0 80.0 90.0 48' 6 70.0 80.0 70.0 90.0 70.0 50.0 80.0 90.0 - - ALTERNATE 60" 6 ..0 ..0 7D.0 90.0 70.0 80.0 80.0 90.0 - - TO" BA @ 13A.1 72' 8 70.0 Bolo 70A 90.0 70.0 Bolo 80.0 Bolo - 5 24' 3 7D.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 38" 4 70.0 50.0 70.0 90.0 70.0 50.0 80.0 90.0 - - H.D. MTG. RAILS t H.D. MTG. RARE 48' (4) 6 70.0 80.0 70.0 90.0 70.0 80.0 $0.0 90.0 - S-2000 S-2050 60 6 70.0 50.0 70.0 90.0 70.0 a0.0 80.0 90.o - - PRODUCT REVISED 72' 8 70.0 80.0 70.0 90.0 70.0 Bolo 80.0 90.0 - - as aompiyleg with the Florida 24' 3 70,0 80.0 70.0 90.0 70.0 80.0 90.0 90.0 - - Building Cotl• NOA-No. 17-111"S 3a• 4 70.0 30.0 70.0 00.0 70.0 80.0 80.0 90.0 - - 60' Exptratlon Date 11/0612023 48' (5) a 54.2 61.9 70.0 90.0 70.0 80.0 a0.0 90.0 BC a 13.1 51.5 70.0 87.3 70.0 BOA Bolo 90.0 72' a - - 7a0 78.7 70.0 76.7 804 627 a0.0 90.0 NOTE-. N8.__wTY1v a ee ro� A = NO. OF ANCHORS PER HEAD h SILL - - - GLASS CAPACRIES ON THIS SHEET ARE. () NO. OF ANCHORS PER .IAMB BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • • • • • • • • aEC�ARATDAY STATEMENT DCA05-DEC-219 n a No.7 '1 '2 ILI '4 ..... sip •2 s zoy� .. . • .. . ... . . ... . . 7E DF SID, SILL WITHOUT RISER STD. SILL WITH RISER HI -RISE SILL WITHOUT RISER HI -RISE SILL WITH RISER • • • • • • • • • • CR�•,a(�.�`�� LIMIT EXL(+) LOADS TO 53.3 PSF LIMD EXT.(+) LOADS TO 70.0 PSF LIMB EXT.(+) LOADS TO 67.5 PSF LIMB EXT.(+) LOADS TO 80.0 PSF • • • • • 7�77j�o(VA`'II;\``� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • arawing no. W03-75 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 ' WINDOW DIMS. A STD. ANCHOR SPICING ADDL ANCHOR STD. MTG. RAM (FRAME SILL •1. 2. 3 & 4) SEE DETAILS BFJ.OW FOR EXq+) LOAD UMRATIONS H.D. IPIG. RAIL SELL •3 & 4) H.D. lq. RAH.# (SDL & 4) GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' GLASS TYPE 'BL' GLASS TYPE 'D' GLASS TYPE Y GLASS TYPE 'Al' CLASS TYPE '81' GLASS TYPE 'D' GLASS TYPE 'E' YAM HEIGHT EXT.(+) T mu-) EXQ+) TNT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) D(T.(+) TNT.(-) 7V 9 70.0 80.0 70.0 90.0 70.0 80.0 BOA 90.0 - - 106-1/4' 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - ilt" (3) 12 - - - - - - 90.0 90.0 - - 74' 9 70.0 80.0 70.0 90.0 7a.0 80.0 BOA 90.0 - - 106-1/4' 38-3) 6' 12 70.0 Solo 70.0 Solo 70.0 BOA 80.0Solo - - 111' 12 - - - - - - 80.0 90.0 - - -74' 9 70.0 50.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 106 j14' ' 50-4/8' 12 70.0 00.0 70.0 90.0 70.0 80.0 50.0 90.0 - - 111" O 12 80.0 90.0 - - 74" 9 45.4 519 70.0 90.0 70.0 80.0 BOA 90.0 106-1/4" 63' 12 - - - - - - 77.1 77.1 80.0 90.0 ill (5) 12 752 75.3 80.0 90.0 72' 9 70.0 80.0 70.0 90.0 70.0 SOX 80.0 90.0 - - 84" 24" 9 70.0 80.0 7CO 90.0 70.0 60.0 80.0 90.0 - - 96' (2) 9 70.0 80.0 70.0 90A 70.0 BOA 80.0 90.0 108" 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 84' 36' 9 70.0 80.0 70.0 00.0 70.0 60A 80.0 90.0 - 96' (3) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - t0a" I 1 12 704 $0.0 1 70.0 90.0 70.0 $0.0 80.0 90.0 72' a4' 48' 9 70.0 Bolo 70.0 Bolo 70.0 Bolo 90.0 Solo - - 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 96" (4) 9 70M 80.0 70.0 90.0 70.0 Bol Bolo 80.0 90.0 - 108' 12 70.0 Bolo 70.0 Solo 70.0 80.0 80.0 90.0 72' 9 542 81.9 70.0 90.0 70.0 80.0 80.0 Bolo - - 84" 1. 9 47.6 54.4 70.0 90.0 70.0 80.0 80.0 90.0 96' (5) 9 - 70.0 $3.0 70.0 80.0 80.0 082 8DO 90.0 108' 12 1 - - 70.0 78.7 70.0 7a.7 Bolo 827 Bolo Solo A : N0. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB &n n •1 SID. SILL WITHOUT RISER UMIT DXT.(+) LOADS TO 53.3 PSF N •2 STD. SILL WITH RISER UMIT IXT.(+) LOADS TO 70.0 P (1/3W) (1/3W) (1/33M) CF" OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH F N •3 ' HI -RISE SILL WITHOUT RISER HI -RISE SAL. WITH RISER IF UMIT EXT.(+) LOADS TO 66.7 PSF UTAT DR.(+) LOADS TO 80.0 PSF SEE DETAILS BELOW FOR EXT(+) LOAD UMRATIONS DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 STD. ANCHOR SPACING WINDOW DIMS. A STD. MTG. RAIL (FAME SELL •11 2. 3 Ac 4) SEE DETAILS BELOW FOR EXT(+) LOAD UMITAnONS Sm. IPYG. HAD, (SUL •3 & 4)# GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'AI' GLASS TYPE 'RV GLASS TYPE 'C' GLA63 TYPE 'D, GLASS TYPE 'Al' GIASS TYPE 'Bl' GLASS TYPE 'D' GLASS 'TYPE $' WIDTH HEIGHT DR.(+) TNT.(-) -.(+) 81T.(-) -(+) 9lT.(-) FIR.(+)p9O,...D 74' 26' (3) a 70.0 80.0 70,0 90.0 70.0 80.0 80.0106-1/4' 11 70A 00.0 70.0 90.0 70.0 Sao 80.012e0.o74' 33-3/8" (3) 8 70.0 Sao 70.0 90M 70.0 80.0 MO106-1/4' 11 - - 70.0 90.0 70.0 $0.0 $0.0111' 12 - - - - - - Sao 74" 5, 8' B - - 70.0 90.0 70.0 00.0 80.0 90.0 74' 63' 8 - - - - - - $0.0 9D.0 7Z' 84' SIG 108' 24' (2) a 70.0 80.0 70.0 90.0 70.0 80.0 a0.0 90A a 70.0 80.0 70.0 90.0 70.0 $0.0 80,0 90.0 9 7" MO 70.0 90.0 70.0 80.0 MO 9010 11 70.0 80.0 70.0 90.0 70.0 80.0 BOA SMD 72" a4' 98' fob' 36' (3) 8 70.0 80.0 70.0 90.0 70.0 80.0 a" 90.0 a 70.0 BOA 70.0 90.0 70.0 80.0 $0.0 9D.0 9 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 11 - - 70.0 90.0 70.0 80.0 BOA 90.0 72" B4' 98' (4) 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 9" 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 9 80.0 9D.D 72' 80" (5) 9 70.0 Solo 70.0 Bolo 90.0 90.0 A m NO. OF ANCHORS PER HEAD & SILL () NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) 6 s OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 9T0, MTG, 9A71S BTD. MTO. ]IATTa S-20M 5-2050 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • • • • •. "LARATORY STATEMENT DCAOS-DEC-219 • • • "PRODUCT REVISED 6 • • • •as tbm>lyfml w M e.e Florida \\\\l ll l l tlA/lam/7 •• •• •• • im"W aoot.m 23 • 10 d1 & 1 • • • • •��(` • •• • ••• • • �� TE OF • • •• • • • CISV/ ��� v.n. lwra p.n� gnPlrrn-RAR_n • • �7itlAL�� \\� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1+4V z Z ^Opryp fYi CC 8DO � 0ILc� C'It E wo drawing no. W03-75 METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r-- ___ _=__ELEV. 1 4- (Fu MULLION ANCHORS II I SEE SEPARATE NOA II 1 Dp,_ ULTRACONN BY.'ELCO' 1077 KS, Fy--=�155 KSI) Ii EDGE DITTt INTO 29Y WOOD BUCKS OR WOOD STRUCTURES � 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) L---_-_-- _ _-_�� THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) - h - DIRECTLYMIN.OEMBED INTO ETE OR BLOCKS I 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) SEI� ANCHORS ANCHORSSEE EL �. #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) FOR SPACING PACING INTO MiAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL-• 1/8' THK. MIN. (Fy = 36 KSI MIN.) (Si1S1. IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f•e - 3000 PSI MIN. C-90 HOLLOW/FILED BLOCK AT JAMBS fm - 2000 PSI MIN, dog SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SILICONE. WEEPHOLES: W1 - 1-13/16' X 1/4' WEEPHOLES AT 3' FROM EACH END WITH PLASTIC BAFFLE W2 - 1/4' WEEPHOLE AT TOP & BOTTOM RAIL 1' FROM EACH END SERIES-2000 • a • • SERIES-2050 $ a a a •\ O U T REVISED 1lIIi • • • •e with the Florida ��\I1 N7j',/ . • • • • A o. - %17-1114.05 I�cFitsF"�'O Ezplratl Date 11 23 oEGCE DISi!• Ali ad• .•: . . . WON BOCK . 0 CAL ANCHORS • • • • • • • • •� •� 0 9' OF .. drawing no. ELEV. • • • • • • • • • • • ORiDR•' �� FOR SPACING • • • • • • • • • • • W03-75 • • • • • • �g1O sheat-4-r- Gf .91 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PAST j QUANY'ITY OYSCR�1lON YpT1OII11. Df6NF./SOPPIER/RYIfAIO[S 1 ES7003 1 FRAME HEAD 608S-TB - 2 ES2001 1 STD. FRAME SILL 60B3-76 - 2A FS2012 7 NI -RISE FRAME SILL 6063-TB - 3 E52003 1 FRAME JAMB 6083-TB - 5 E51005 1/ VENT FIXED RAIL (S-Z000)- 8063-TB - 5.1 E51051 1/ VENT FD(ED RANI. (5-2050) 6083-TB - 8 E51004 1/ VENT STD. VENT MEETING RAIL (5-2000) 6083-TB - 6A E52004 1/ VENT H.D. VENT MEETING RAIL (S-2D00) 6083-TB - 8.1 E51052 1/ VENT STD. VENT MEETING RAIL (5-2050) 60B3-TB - BA1 ES1053 1/ VENT H.D. VENT MEETING RAIL (5-2050) 6063-TB - BB ES-2004A 1/ VENT H.D. VENT MEETING RAIL (5-2050) 6083-T6 ALTERNATE TO 6A 68.1 ES-7053A 1/ VENT HD. VENT MEETING RAIL (S-2050) 6063-TB ALTERNATE TO BA7 7 E51007 2/ VENT TOP AND BOTTOM RAIL BO63-TS - B ES1006 1/ VENT JAMB STILE 6063-TS - 9 ES100B AS REOD. GLAZING BEAD 8063-T5 9A (Ci1103 AS READ. SQUARE GLAZING BEM (5/18" MASS) 6083-T5 98 ES7077 AS READ. SQUARE CAAZpNG BEAD (7/18' GLASS) 8083-TS 10 ES2002 1 I SILL TRACK INSERT BOB3-TS 11 E52011 AS READ. STD. SILL RISER 6063-T5 12 E51009 2/ VENT SPRING LOADED VENT LATCH 60W-T6 AT B" FROM ENDS 12A SL203 2/ VENT SWEEP LATCH ZAMAX AT 11• FROM ENDS, BY IRERLOCK 728 }8 X 1' 2/ LATCH LATCH INSTALUTION SCREWS GRADE 2 CRS FH SMS 13 E51012 1/ LATCH VENT LATCH SPRING ST. STEEL - 14 C18251N AS REOD. FOAM TILLED FABRIC W'$1RPPING SCNIEGEL 75 }8 X 7" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P,H. SMS 16 }B X 3' 2/ VENT FDL RAIL SILL SCREWS (STD. ILL ENO) CRS P.H. SMS 16A }10 % 4" 2/ VENT FDL RAIL SILL SCREWS (HI -RISE SI TYPICAL ANCHORS SEE ELEVS. FOR SPACING - IMIAMI-DADE COUNTY APPROVED I • (MULLION & MULLION ANCHORS 1 Z b n D ISM SEPARATE NOA �I °j • EDGE DI I I I I pa I EDGE DIST. I 6 -1 O O 7 \ 2 cy ALT. p SEE ELEV. FOR SPACING Z 2{�p�I Jp Q W W C� F z $ J n m -J UJ N 0� O Z3J N V) W � � O qq� S R9 F •$�t$g Tn _ Li,r 4o.3g=�Cy PjtO UC�REVISED 7 • • • • • • • • �� h Me Fbrlda o w s c x ALT. I 4 • • • • • • g i1NRIlg Obd. c a • • • • NEJtiF..-*,- go: 17-1114.05 ��71 11 I I I rrrrA • • • • • • EraRion Dalb 11/06/2023 �` ��• �.. gy � EDGE DIST; MI ad• P C of v = a TYp�,L ANCHORS • • • • • • • • SEE ELEY FOR SPACING • • • • • • • • • • • • • . TE OF !• - drawing no. r rIII U177V sheet 5 of 9 ITEM L03 L ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • — _,•® •`. •�• ••. VENT WIDTH MAX. i r 1 H 72 r OLO. SCREEN EXTERIOR WINDOW WIDTH TYPICAL ANCHORS XO LAYOUT OX OPPOSITE SEE ELEV. FOR SPACING - - _ •_ — ` O � ..—. - _ VENT WIDTH 1 1/4" SHIM \J ALT. _= MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA Ali r 1/4- MAX. SHIMS v_>tBY wood sucK ICAL ANCHORS ELEV. SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING HEAVYDUTY SERIES-2000 T VENTS WITH SPRING LOADED LATCHES ®` •'• • • r�DmUCiTe�gREVISED _ _ • • • • • 6171CEdawilh the Florida t • • • • OF • 17-1114.05 :� •• r; Expiration Date 1IM/2023 1y 1 Mfar�i a FTdUct Co WINDaN VfOTH • • : 0.0 e• 0 ft e • / BAN i n • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t o Liji •;� drawing no. W03-75 u 1/4' MAX VENT WIDTH O n SHIM C D.LO. O p O 6A1 HEAVY DUTY i° ZO 1/4' MAX STD. SHIMS u q 3 18 IBY WOOD BUCK ' - R. 2 0 u STRUCTURE.._._ ,... .. :, 17 �0 N a S lV c� ----SCREEN --_ - TYPICAL ANCHORS SEE O lC aop y A FOR SPACING .•� SPACING 68.1 0 pa,� , j �j ��rif W gmG C EXTERIOR 2 WINDOW WIDTH TYPICAL ANCHORS SEE 0.£/. FOR SPACING XO LAYOUT X OPPOSITE 17 _._. Y OVENT WIDTH 1/4' SHIM VENT WIDTH 1/4' MAX g MAX O SHIMS i Lu WOOD BUC 3 18 WO WOOD BUCK �+ O m M p '1 M m WO E 0 0 0rl 17 • W g yyyS B d . TYPICAL ANCHORS - N `_ __ `__ SEE SPACING --SCREEN OPT SCREEN OPft---+ o FOR SPACING PRODUCT REVISED EXTERIOR ss �ompyinp with the Florida " WINDOW WIDTH BuHding Cods NOA-Na 17-1114.05 0 o XOX LAYOUT Explratlon Data 11/06/2023 sr •g�� TYPICAL ANCHORS Mlam ade pro uct ontr MIAMI-DARE COUNTY SEE ELEV. FOR SPACING APPROVED MULLION APE OVERSEPARATEMU LIOA FSEIES-2050C-- T • •• • • • • • WfiH SWEEP LATCHES c 11 1 II I •• • • • • • • f • • • • • • \`\\\�t(l �It It 11 rr7j'' it a ;i 70M 3§[\ $ 11 II __• s•t- • • • U '•!(�:I a • • • • • • • • • s • • • • • N • • _ CP • • • • • •A�D�.�C' drawing no. vneDow wtml �Ih WIN w • • —• • • • �� W03-75 yr— • • • • r��AO'\N\��` sheet 7 of 9 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • fY- 2186 2.330 .957 .71J S - 1.434 .813 ••-� .837 i .052 ��I �.147 F:-I2 063 .062 .930 1.530 2.0&3 .062 530 (�' '� c�� 1.150 '39 .8013 I 7� n Z g Q .062 9O GLAZING BEAD .930-I VENT TOP/BOTTOM RAIL 7150 .gam 9A � d 5.427 .eta Oi 1 930 1.400---I FRAME HEAD ,.122 .07a 1230 STD. MEETING RAIL O SEPoES-2D00 SM. MEETING RAIL �6�. SERIES-2050 SQUARE GLAZING STOP r'2� ,801 } D50 Wq O C O. i y O Q W a7p2 y C imp < R a� 2.168 .052 B48 1.149 2.063 .062 ,930 t.630 2.063 .062 .930 ,.630 I-s92 1.118 I 813-t-- .983 .489 1.250 .813 i2 VENT LATCH 1250 i "� 2.190 3 ,062 TYP• 2996 2375 eO JAMB STILE _} •770 (1(y-}may] ,5� v_T7 O H.D. MEETING RAIL SERIES-2000 H.D. MEETING RAIL 6A SERIES-2060 SQUARE GLAZING STOP 'e 2,30 .500 �2330 2O STD. FRAME SILL .062 2,555 2.392 2a2 1.678t--- .868 2268 27 (LUSH FRAME ADAPTER 2063 .082 1.630 .930 1.250 H.D. MEETING RAIL 2083 062 1.830 9I30 ' 1250 FFL335 ? bS UJJ J w N a d, N W r1 .992 w t., 7 8 7F .062 I TYP. .999 .719 .eta r O SERIES-20DO H.D. MEETING RAIL SERIES-2050 O 2513 1.875--{� I 1.21z 2.181 .994 »{ i 1212 .992 C o E 11 c 6 o « R T .90 �L .078 l .D79 �{ 3.437 I 2916 Q FRAME JAMB PRODUCT REVISED .069 4u0 .992 Building Gin with the Florida Code $ 3 500 L-2.330--i O HI -RISE FRAME SILL 2.500 046 t 1 SILL RISER '06Y , 260 • �-8050� • e • ND-N Non-Mo. 77-1114.03 Farpirst n Date 11 012023 By • •. Mlam •pro uet e I • • • 11t�nnir7� • • • • '• �i - .70502 012 1.250 FIXED RAIL SERIES -two � m 2 0 m � 9 S S o ^« 0 - .188a r.062 .250 .312 1 r 11 224 O • • • • • • • • g o •'• v drowing no. W03-75 1.096 y50 .its �- z, z1. GLAZING WEDGE • • • . • • • • • • • • • • • . • • • • • • • e • • • • • TE OF • • • 2 'tl'i7 �oaio�.• ��` //�� .•• 10 SILL TRACK srac,a • • • • • • �� 1111 11Ut� sheet 8 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ci CA 0 W ai �aR��coi / 0 " �N N Vj K OFI�I 0a0� 0 y4t aa��� d ,� FRAME TOP CORNER n VENT TOPIBMOM CORNERS 15 � InNc n 3 m o�"M'' Z31� 3z'�^ W y M �i eS y n / o R 1 REV Sth.ED�a X aPROODDUp1Cy1T� Bulldi g� Code m $ $ $ s� NDA-No. 17-1114.05 Expiration Date 11/0&2023 . r By a o�� ry "AM*III"ODRNER • • e • • • f M ade Prot • • • fig" - a .- •N • • • i • • i i i .. • • • • • • i • i • • \��-�1��>lelyll l l^ei 1��11q-//��'�, • • • \\\\ ............. rywIII nnI drawing no. • • • • • • • • • • • � ••, OF FIXED MTG. SAL CORNER • • •• • • • • • • II ��Ss�••••••�\\\\ • • • e • • ,�� OPIAL `��� sheet 9 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •