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WS-18-3587Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.. WS-12-18-3587 Permit Type: Windows/Shutters Work.Classification: Window/Door Replacement Permit Status: Approved Issue Date:12/12/2018 Parcel Number 510 NW 113TH ST, Miami Shores, FL 33168 1121360210870 Contacts Expiration: 06/11/2019 SAMTK LLC Owner PO BOX 7997, PORT ST LUCIE, FL 34986 305 WINDOWS LLC Contractor CARLOS MENDEZ 19505 SW 134 AVE, MIAMI, FL 33177 Home: 7862582458 mpd4714@aol.com Description: REPLACE EXISITNG WINDOWS & DOORS IMPACT Valuation: $ 12,000.00 Inspection Requests: RESISTANT 16 WINDOWS & 3 DOORS 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $7.20 DBPR Fee $4.35 DCA Fee $2.90 Education Surcharge $2.40 Scanning Fee $9.00 Technology Fee $7.25 Windows/Shutters Fee $240.00 Total: $323.10 Payments Date Paid Amt Paid Total Fees $323.10 Credit Card 12/04/2018 $50.00 Credit Card 12/13/2018 $273.10 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 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. Futhermore, I authorize the ove named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Date December 13, 2018 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department EC 04 z ,g 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 %JAwA Tel: (305) 795-2204 Fax: (305) 756-8972 __ INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2017 nth Master Permit No. Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL MPLIBLIC WORKS CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 510-512 NW 113TH STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2136-021-0870 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): SAMTK LLC Phone#: PO BOX 7997 City. PORT ST LUCIE State FLORIDA Zip: 34986 Tenant/Lessee Name: l ' Phone#: Email: (Vim" (-I � I �l , Q �r . cC YYl - CONTRACTOR: Company Name: 305 WINDOWS LLC Phone#: 786-258-2458 Address: 19505 SW 134TH AVE City: MIAMI State: FLORIDA Zip: 33177 Qualifier Name: CARLOS MENDEZ Phone#: 786-258-2458 State Certification or Registration #: SCC 131152012 Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Zo°O Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New FEW Repair/Replace ❑ Demolition Description of Work: REPLACE EXISTING WINDOWS AND DOORS W/IMPACT RESISTANT WINDOWS AND DOORS I I (P Specify color, >r�ru tile: �C Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ 2 - 9 6 Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ . DBPR $ ' 35 Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 233,O (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 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 low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature ER'oTAGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of ^ - 001_11"It/O 20 IA by �f, �y+ c L• �b`"°�—.�assWf° i���riiil nally known to me or who has produ efi o I ���'IA! r.�1-I as identification and wtm d;ttkee NOTARY PUBLIC: 2 • �"�'• oc %�q �;ho.gh sa�a�e s:; Sign: Print: M QUA. L,, C4.-*X_Xc ` V\C L Seal: The foregoing instrument was acknowledged before me this day of ' p\1�1,(11i by Lf n t1�i % �A. "Wally to to me or who has produced = % `o -r" , as a,-0 - identification and who did take agog #GG268453;: NOTARY PUBLIC: Sign: Print: /Y? n a.I-lv% - 11-An c •'. - 7�4Z Seal: :•s:*ssss*s:ssss::s.s:.********* * r*** *rs .� s**�:•xss**s**s*sss*ss*ss:sss*s***ss****.s.s***s**s**.•s:**• APPROVED BY ` Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 2018 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT DOCUMENT# L12000080746 Entity Name: SAMTK, LLC Current Principal Place of Business: 2746 SE EAGLE DR PORT ST LUCIE, FL 34984 Current Mailing Address: PO BOX 7997 PORT SAINT LUCIE, FL 34985 FEI Number: 65-1193553 Name and Address of Current Registered Agent: SAMMULI, LYNN A 2746 SE EAGLE DR PORT ST LUCIE, FL 34984 US FILED Apr 29, 2018 Secretary of State CC5798110867 Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: LYNN A SAMMULI 04/29/2018 Electronic Signature of Registered Agent Date Authorized Person(s) Detail Title MGR Name SAMMULI, LYNN Address 2746 SE EAGLE DR City -State -Zip: PORT ST LUCIE FL 34984 1 hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: LYNN SAMMULI MANAGER 04/29/2018 Electronic Signature of Signing Authorized Person(s) Detail Date 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: Qualifier/Owner Signature Date Print Name 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. Signature: State of Florida County of Miami -Dade !� The foregoing was acknowledge before me this day of De c- , 20]','_. By , kV%— i who is persVplly,kg9wn to me or has produced as identificati`¢.� �,P• ��oMniissio , •%%� Of •NV,1172`y Notary:-25 SEAL: 453 j��A •• �G� rar Stetewst -a- �� ,Z Date: i State of 1 / 6�— County of a' `.. , D� Before me this day personally appeared �'� �'"S ►'(.w �-- who, being duly sworn, deposes and says: ThaLhe or she will be the only person wo king on the project located at: Contractor Signature �Swo n to or affirrged).�d s bscribed before me this e day of `�� .20 by Pers a kn j OR P �tif�ic du d entificati v�Qr li(LQY�� hypef Ide tion Prodlced Print, T-rpe or Stamp Rar of Notary 6�0�� - -- -09M t�wr nj. YANADYPRfETO * *_ MY COh4MISSION k FF 218031 EXPIRES: March 25, 2019 A, ; ; Bonded Thru Notzy Public Undamn;-o a F N L-01 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY FI rich P, r STATE OF FLORIDA DEPARTMENT OF BUSINES AN:--RROFESSIONAL REGULATION CONSTRU THE GLASS AND L/ PROVIS,I.G G BOARD TIFIED UNDER THE EXPIRATION -OAT - AggUST31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. It ' lawful for an one other than the licensee to use this document. I is is your is un y _ ; 016600 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY FLBT 7237665 BRECEIPT NO. EXPIRES USINESS NAME/LOCATION RENEWAL SEPTEMBER 30, 2019 305WINDOWS LLC 7523705 19505 SW 134TH AVE Must be displayed at place of business Pursuant to County Code MIAMI FL 33177 Chapter BA — Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED OWNER 220 TANGIBLE PERSONAL PROP DLR BY TAX COLLECTOR 305WINDOWS LLC $75.00 07/12/2018 C/O CARLOS MENDEZ CREDITCARD-18-053630 Employee(s) 1 This Local Business Tax Receipt only coq�nns payment of the Local Business Tax. The Receipt is not alicense, permit, or a ameladregule>o*laws and requirementsto do whch apply to the busi. Holder nessst . hi with any governments' or nongavemme The RECEIPT NO. above must be displayed on all commercial vehicles -Miami-Dade Code Sec Sa-276. For more information. visit ww y miamidade aovftaxcollector .a WE JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 12/27/2017 PERSON: MENDEZ FEIN: 823800075 BUSINESS NAME AND ADDRESS: 305WNDOWS LLC 19505 SW 134TH AVE MIAMI FL SCOPE OF BUSINESS OR TRADE: Door and Window Installation C All Types 0 Residential and Commercial 33177 EXPIRATION DATE: 12/27/2019 CARLOS M IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 LU Cn C } Co F Design Wind Pressures +36.7 -48.9 (19)HR `\74 x 38 1 /4 NOA 17-1102.23 +70 -80 c r (1) HR M C 74 x 38 1 /4 p Q NOA 17-1102.23 L +70 -80 J C J L- < Q T C" f- L� 3: `(2) HR ' 57, X26 z =WA 17-1102.23 +70 -80 L - C � c CCi i C C t (3) HR C 74 x 38 1 /4 NOA 17-1102.23 +70 -80 Design Wind Pressures +36.7 -48.9 (4)HR 74 x 38 1 /4 NOA 17-1102.23 +70 -80 =_ (18)HR� � 74 x 63 NOA 17- +70-805-7-PA, K: ` (1 7 x 381 /5 NOA 17-1102.2 +70 -80 Design Wind Pressure for remaining openings are + 36.7 - K8.9 Z4 see attached Engineering certificate (5) FD 39 X 82 1 /2 NOA 18-0319.13 +70 -75 .. .. . . . .. .. . . . . . . . . . . . .. ': see .. . so .. (15)HR .. . . . .. VA38 / • ' ' • • NOA 1 � 02.23 3 •• i•i i • • � -80 ' (6) HR 111 X 63 NOA 17-1102.23 +70 -70 510-512 NW 113TH STREET MIAMI SHORES, FL 33168 (16) FD (14)HR 39 X 82 1 /2 74 x 63 NOA 18-0319.13 NOA 17-1102.23 +70 -75 +70 -70 (8) FD 39 X 82 112 NOA 18-031 .13 +70 -75 (7)HR 71 111 X 63 NOA 17-1102.23 +70 -70 Design Wind Pressures +36.7 -48.9 (13)HR 74 x 38 1! NOA 17-11 2.23 +70 -80 (12)HR 74 x 38 1/4 NOA 17-1102.23 +70 -80 (11)HR 37 X 26 1 /2 NOA 17-1102.23 +70 -80 (10) HR 74 x 38 1 /4 NOA 17-1102.23 +70 -80 (9) HR /74 x 1 1 NOA 7-1102.23 +70 -80 Design Wind Pressures +36.7 -48.9 Client: Project Name Project Desc AFC Number: Design Criteria: ALomFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT 305 WINDOWS LLC BORJOS RESIDENCE 510/512 NW 113 STREET MIAMI, FL 33168 18-2141 Building Height (ft.) : 15' i, Florida Building Code 2017 Date: Dec 5, 2018 Engineered By: EM A Checked By: 5-rA • ii, Wind Loads are calculated as ASCE 7-10. • ...... per �, � � • General Notes: • • • •.... - Any deviations from conditions shown on calculations or drawings shall be engineered se, cwAfely. • • • • • ' • - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless ct4ti+during instaulttion....... - Engineering drawings are checked for structural requirements only. ... • • •... • • .. . .. . ...... Additional Notes: • - N/A Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional A2018 Javad Ahmad, P. FL# 70592 EB C.A.N. #3538 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 30S.262.6978 I www.afceng.com I alfarooq(@afceng.com 305 WINDOWS LLC BORJOS RESIDENCE 5101512 NW 113 STREET MIAMI, FL 33168 Coefficient Kh 0.85 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (Ib/ft^2) 56.64 Wind Speed (mph) 175 Mean Roof Height [h] (ft) 15.00 Importance Factor 1.00 Height Above Gnd. Level [z] (ft) 15.00 Exposure Category C Horizontal Dimen. of Bldg. (ft) 78.00 Risk Category 2 Roof Slope (deg.) < 10 Type of Building With Impact Protection Coefficient Kz 0.85 Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qh] (Ib/ft^2) 56.64 Engineers Seal Engineers Name And Signature • Design Date Design Reference Number • • • • 12/5/2018 3:17:15 PM AFC 18-2141 VED DE 0 2018 N ltiNt 74 x 63 (19)HR NOA 17-1102.23 (17)HR (15)HR H 74 x 38 1/4 +70 -80 37 x 38 1/5 37 X 38 3/8 (13 ) R 74 x 38 1/4 NOA 17-1102.23 NOA 17-1102.23 NOA 17-1102.23 NOA 17-1102.23 +70 -80 +70 -80 +70 -80 +70 -80 I WE@ mw n (1) HR (16) FD (14)HR 74 x 38 1/4 39 X 82 1/2 74 x 63 (12)HR NOA 18-0319.13 NOA 17-1102.23 74 x 38 1/4 +70 -80 17-1102.23 +70 -75 +70 -70 NOA 17-1102.23 70 +70 -80 (2) HR 37 X26 (11)HR NOA 17-1102.23 37 X 26 1 /2 +70 -80 NOA 17-1102.23 +70 -80 (5 AD (8) 3 X 2 39 FD X 82 t 2 O�+709 13 18 19.13 (3) HR 7 g +70 -75 74 x 38 1/4 NOA 17-1102.23 (10) HR +70 -80 (6) HR (7)HR 74 x 38 1/4 111 X 63 111 X 63 NOA 17-1102.23 NOA 17-1102.23 NOA 17-1102.23 +70 -80 L--, .. , - +70 -70 • .. ..: .' . +70--70• . .. . . . . . (4)HR ..... . ..... (9)HR x 74 x 38 1/4 ` • i . ! NgA 1,7-1.102.2 NOA 17-1102.23 'v" �m S cres+70,-60 510-512 NW 113T+161WET : •�. �' +70 -80 ±� BY ^Ai E MIAMISHORES, O33168• APF90'vED D�pTNING001i B'DG D .•• v " SUBJECT (OGGNIPl1FNCEWI(HALL FELERAL �� ••• • • • ••• • • STATE AND Ci✓I� ` `f HUL=S AND P7G--L-A ; IC":S I COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/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 materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right Qh rVIQke this acceptance, if it is determined by Miami -Dade County Product Control Section that this koddot or material fails fcr •' ; • meet the requirements of the applicable building code. • ...... • . .... 0 . This product is approved as described herein, and has been designed to comply with the Flw�i4k Puilding (ode, • including the High Velocity Hurricane Zone. • • • o • .... .... . . DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. "' • • • •' • • • • • APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Ou *0, � � �ntrance•0oor • • 9 • • • 060 (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated42/a3/12 and last •00 revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Mde'Cdunty l:rodiipt 0 0 • • ; • Control Revision stamp with the Notice of Acceptance number and expiration date by theoMia�mi-Dada Cb%ly o • Product Control Section. " ' ' MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 3T'. See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types Gl and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. 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 revises NOA 917-1218.15 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. MIAMMADE COUNTY ...o � ■ NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 Page 1 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. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-9 . ...... along with marked -up drawings and installation diagram of an aluminum Outsving Vrenchdow, prepared by Hurricane Engineering & Testing, Inc., Test Report No. ...:.. .. • • • • • • HETI-12-3357, HETI-12-3358, HETI-12-4003, BETI-12-4003 and HET142-4 27dated 05/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. .... 0 0 .... • ..... Note: The above referenced test reports have been revised by an addendum lelte� dated June.Z%, 2012. . . . . • issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael £s.Foz-Sei[4P. E. ....;. C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FbC-Zd14(5j-Edhion), :' • prepared by Al Farooq Corporation, dated June 02, 2015, signed and seale&b f Avad AhrnA 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. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51b Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. e Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6`h Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(submitted under file #17-1102.18) 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. (epjUer E.I.45 ont D� • • • • • Nemours & Co., Inc. for the "Trofosil ® (Clear and Ultra clear) PVB Glass iUterlayers; . expiug.. • on07/08/19. •• •• •••• •••••• 2. Notice of Acceptance No.17-0712.05 issued to Eastman Chemical Come 3MA) fortheir • • • 0 0 • "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. • • • • • • . . ...... F. STATEMENTS • • • 1. Statement letter of conformance to FBC 5* Edition (2014) and FBC 6tb Edition (201� and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019 Isliaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-2 SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELTTE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDEL.ITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 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). 18Y 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 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. . . ... . . . ... • • • • • • • • • • /8' HEAT STREN'D. GLASS .090' Inlerloyer Troeifol PVB • By Kuraroy America. Inc.' r1/8- HEAT STREN'D. GLASS 'EN'D. GLASS loyr 8 y America. Inc.' HEAT STREN'D. GLASS F' 2 )°j SILICONE �. l =DOWSII 899 O Q 0 41TIy"OKu L 06 a\wo III, Oycc N 0 Q W SETTING BLOCKS AT LAM. GLASS {L Z N READ. FOR WIDTHS EXCEEDING 36' ONLY. '— NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS f Z a GLASS TYPE 'G2' w W i C 1/8' TEMP. GLASS 5/16' AIR SPACE 1/8' HEAT STREN'D. GLASS C1 Interlayr Saflex Clear And Color Glen cal 1 Br1% HEAT STREN'D. C 'D. GLASS DOWSIL 899 26 CARDINAL XL EDGE SPACER 1S 8 �' STEEL 1 � 35 SILICONE \ 1 SETTING BLOCKS AT WSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE '133' •RODUC f REYlifo Y GenWes will IYe F1w46 bMdMt Cede Aw2ptrwe N• L&03/9•/5 14"llN D•fe N.122.f. bl'j L..tI:I—,i.lc�ti I w111mlnlirtCWrwi THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. �. ,jrANBF. •. " t AA 1U18:` •�!(/� drawing no. . °":',aC��; W12-08 39 3/4" MAX. FRAME WIDTH 12" 5" MAX. MAXrHbFj HEAD/SILL SILL CORNERS I I 'I I I / II / II C n� / u n _ S� u • io 4LL— II / • " _ _ _ u \ II II\ I \ — ACTIVE I LOCK OPTIONS /1 OR %2 (OPTION 2 SHOWN) SEE SHEET Al FOR DESCRIPTION N SURFACE APPLIED FALSE MUNTINS OR 26 15/16" 7mj Z �22�SSc DECORATIVE GRILL D.L. OPG. iO MAY BE USED 37" MAX. LEAF WIDTH M DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME WIDTH WIDTH HEIGHT 39-3/4' 37' 1 98' 1 70.0 1 75.0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • 76' MAX. FRAM WIDTH • . • 1:0 ! SILL ANOHORS • • • • • • • • •. f • 5" MAX. HEAD/S61 • AT STILE4ENDS • • (4) ATGA RC. • rA _` 12" MAX. HEAD SILL CORNERS •. • • • f •• • II \ II E LOCK OPTIONS %1 OR /2 \ (OPTION2 S SEE SHEET 7. FOR DESCRIPTK111 m G __LL-___ \ u / I1� / INACTIVE I ACTIVE 3 SURFACE APPLIED m FALSE MUNTINS OR 28 15/16' 28 15/16' DECORATIVE GRILL D.L. OPG. D.L OPC. iO MAY BE USED 37" MAX. IEAF W101H (XX) DOORS TOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME.(+) HEIGHT INT.(-) 76' 37' 98' 1 70.0 75.0 GLASS DI .0`DIMS. D.L.O. HEIGHT . FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) m (FRAME WIDTH - 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 37 3/I6" MAX. 12" 5' MAX. MAX. IEAD/SILL HFM :ORNERS r Q ' SILL II II II II II II n u n u u II 11 11 11 u u G U VUpp N z M� 3 _0 ti f ; I OaC , o zc� jyh g O11, C a m 1 N N i FW- W C, U)nIp 3«M� 0 coo Z 3� SURFACE / Wa�o� APED FALSE MUNTINSOR J 32 3/4' r� DECK BE USED (0) (0) STAND ALONE SINGLE SIDEUTE SEE SHEET 3 FOR CAPACITY owbucrREVWM I,mm yi.X"h iron w b"KA1eapTAaee No (f' O i l • l is i-•119r0I-.YMA � `���J�Q 0 " 4 i 1 � s _ k � drawing no. `. W12-08 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEUfES SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) iNT.(-) 24 30 36 37 42 82 1 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 1 81.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66A 24 30 36 37 92 70.0 75.0 69.8 69.a 64.1 64.1 83.3 63.3 24 30 36 37 98 83.3 63.3 57.8 57.8 53.1 33.1 52.4 52.4 W-W'�SINGLE SIDELITE WDTH • • • • • • • • • • DESIGN LOAD CAPACITY - PSF S1DELRES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) • • SIDELRE FRAME W87TM INCHES SIDELTIE FRIGHT HEIGHT OUT REINFORCING •WITH • RMFORCING INCHES EXT.(+) I INT.(-) EX;(f)9 1 64-4 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 5. 26 61.7 66A 51.7 0 56.0 24 30 36 37 42 86 70.0 75.0 70.0 5. 70.0 75.0 1 70.0 0 75.00 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 60.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 1 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 1 70.0 75.0 52A 52.4--t 70.0 75.0 REINFORCING AS REDD. SEE CHART 39-3/4- MAX. 76- MAX. (C NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) FRAME HEIGHT - 11.000- D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438- /IICG- n u n SURFACE APPLIED 32 3/4" FALSE MUNTINS OR DECORATIVE GRILL D.L. OPG MAY BE USED HEAD & SILL ANCHORS CLUSTER OF AT STILE ENDS (4) AT 3. O.C. (4) ANCHORS AT HEAD/SILL 12" MAX. HEAD A _ - SILL --- I _ 11 E I \ II I I O J ----11 11 Lo ORi'10 /1 OR//2 I I\ I I (01 lov) S SHEET .1 II \ I 1 F DESCR K) B I I I 1 I INACTIVE I ACTIVE. 26 1S/16' j 26 15/16- D.L. OPG. D.L. OPG. SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE) MAX, 76" MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 &wOvC f REVjm bd86q Ct •da bus ►IY!FTs�W Aoeepgecr N6l -as •!3 s►atr.Twoa-�i-I`l NOTE: CHHNM GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Ok �� H u`i Z S9 jrc� 0 G O » Oo alcp �NW0 Z LLz�� Q W • NIL, Nw O 5 in Go $ 3 Z� N O -on g' Woo2 p......... �. N o 7050 drawing 00, �sn."o °";:aGI W12-08 9/16" MIN. THROW BOLT PENETRATION u I 1/2 " /2" MIN. THROW BOLT PENETRATION . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . - - PROPERLY SECURED TYPICAL ANCHORS EDGE DIST. IBY WOOD BUCK EDGE DIST. SEE ELEVATIONS • 4;, .'.• EDGE DIST. FOR SPACING .. • • :.I . ..: • • • • • N KI ••• •• 2 • • • • �,�PICAL ANCN RS .. • • • • 5� lvs I I I I 1 I I I I GLAZING OPTIONS SEE SHEET 1 9 a T v TYPICAL ANCHORS DIST• SEE ELEVATIONS FOR SPACING 28Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING F Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT 8Y ECO WINDOWS UST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER EM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DOA. ULTRACON BY 'ELCO' (FU-177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 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 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 OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/nU.ED BLOCK AT JAMBS Pm - 2000 PSI MIN. RE MIAMI-DARE COUNTY APPROVED 11 CUPPED MULLION �I SEE SEPARATE N 11 I1 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •��on"Is mePIaW ro �V 4` _$ I a Z 9 3 0 g Co `6$ 0 ONE 0&ao 0Nt¢ LLz�'J 0 0CO "O n CO 000 W,ow Will DETAILS " a 8 DOOR ``�III111111/ III ,RA 2018 TE AH OF.IT/.drawing no. P�.�`�c W12-08 .. .. . . . .. .. . . . . . . . . . . . 1/4" MAX. © 1/4" MAX W CONCEALED FLUSH BOLTS SHIM • • LEVERS Al STILE•FACE V SHIM 1 3 •• • . • . • •• •• 1BY • • • • • • • • W� BUCK ?" y 3 TYPICALANCHORS HORSELEV18 ACT,^,,, �• AF• • • • • • • n FOR SPACING 'i`�. • • --•— •. • • Q i 1 IL V pog 26 13 - 0 �- U 24 yoy • • • •v,c TYPICAL ANCHORS 0 t 91 SEE ELEV. 0 }Z • • • • • FOR SPACING a O pj i1::33 • 0�00 O 25 23 EXTERIOR Q " 19 D.L.O. Fds METAL STRUCTURE 9 37" MAX. SEE SPEC SHEET 4 LOCK OPTIONS LEAF WIDTH #7 OR /2 39 3/4" MAX. (PnON 2 SHOWN) SNGLE DOOR FRAME WIDTH FF SHEET 7.1 g FOR DESCRIPTION 1/4" „=J•, J ��Tii SHIM _j 1/4" MAX. O in SHIM .� CONCEALED FLUSH BOLTS 2BY WOOD B K W R 3 LEVERS AT INSIDE FACE OFSnLE CONCEALED FLUSH BOLTS LEVERS AT STILE FACE � TYPICAL ANCHORS WOOD STR RE W SEE ELEV.` � � WO NOTE HEET 1 � ACTIVE LEAF FOR SPACING 16 j1NIC LEAF t~/1 3 +=+M N 263 26 - - O 0 J Z 3 1i I W (0f 1 O n 0 W 66 W �s 23 TYPICAL ANCHORS 1 2S 11 10 D.LSEE ELEV. O.7 FOR SPACING 19 O.LO. LEAF WIDTH ��� n EXTERIOR S LEAF WIDTH u?�y 76" MAX. DOUBLE DOOR FRAME WI0111 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY .RpDUtF R6V196Y in '_^ '^ ^_ r H1e�4Yis6•M►tM iLAY a o N s s$ d INACTIVE LEAF ACTIVIS LEAFAdC L►PMMM ONs II'' II :�lj 7`W Mir CrIM J�V �W : • AN, EXTERIOElllsi t���� drawing nOp R Wl 2-08 DOOR DETALi,1# 11 g LOCK OPFKX4 I7 .. .. . . . . . . . . .. .. . . . . . . TYPICAL ANCHORS SEE ELEVATIONS • • • SPACING • • • 1/-• MAX. • H FOR • • • • • •SNIy • • • • • 000 • • • TrPICAr ANCHORS • SEE ELEV. FOR SPACING 22 WUU 6 •• N • • • • • •• • • • • • - )NS es EXTERIOR SHEET 4�' I 42' AT 86' HT. 37' AT 98" HT. O I12 S 1/4• MAX. AT 5" FROM ENDS SHIM. AND 11" O.C. MAX. S 16 TYPICAL ANCHORS SEE ELEV. FOR SPACING '. 7 14 D.L.O. EXTERIOR 1/4' MAX. 16Y WOOD BUCK TYPICAL ANCHORS W SEE ELEV. FOR SPACING IO16 AS REDD. SEE SHEET 3 39 3/4" (SINGLE) 75" (DOUBLE) •RMLIC E REVU14 u Opply twtn1YtFW* b•oliot Cody AWWA enn ls•-a I.IS t�pkrio• Dru�19 1M+dr Coo•d SIDELITE DETAILS ``J{sD gyigy �•,, N �P•''vGENeF''•T.O �''� � � _ 2018 ay = b OF kid drawing no. W12-08 .. .. . . . .. .. . . . . . . . . . . . ITEM / PART 4 U 0 m �4 0 • • •• : •• • • i '• • • • • • • • • 3 • • , f , Z N gJ� • • • • Q W • ••• • • • • f • • • s f• f• • h H pules • • • , • • . , , Q 600 Q p y G LLa y� N F 0 J W v �m m L M7 pOW)Q 1 34 3z o C4 w LLI R oQ as g g SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. p n g _ UIIIIlit, . r erp(Ylq w4Y At flt� baWla`Coda : •' ' Ate attrt N• _ d5o2 -1 7 s k Daua •adr tio�ott Cwl•al: drawing no. W12- / REpD. DESCRIPTION MATERIAL YANF./SUPPL[RR/REMARE9 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - • 2 E802 - FRAME COVER 6063-T6 3 E603 - DOOR FRAME JAMB 6063-T8 - .. .. . . . .. .. . . • . • . . . . . . LACKS: OPTION Ji .: ACTIVE LEAF: • 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' • (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE • A • 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2- FROM BOTTOM LEAF: • t • INACTIVE 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' • 1/2- OIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME • HEAD AND FRAME SILL • • THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2- FROM BOTTOM II II II II 11 %, , II INACTIVE I HINGES 3-1/2- X 7-5/8- X .122" THK. EXTRUDED ALUM HINGE PART jFD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4- FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38' O.C. MAX.) HINGES FASTENED WITH /10 X 1' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB • OPTION092• • • • • • •• • CONV/N NINALSDOW LOCKSE2 WITH LE •• DELT#69S BY 'KINKSET' LOaTED -1/4' FROM BOTTOM KEY OPERATED OMEXTERIOB•ABD TH TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4- FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.- • y2- 2' W BOLTS ENGAGING FRAME AT HEAD AND SILL • WNWL so 0 MOeMED ON STILE FACE • • BOCASED j#T 1p- 8' F TdP AND BOTTOM • iOCN FABTENBO•TO Sy WITH a).08-32 X 1/2- FH MS • • ••• ••• CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2- X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8- FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2' FH MS I / \ AC1NE ►BouucruEymB tiN pk,iaCwitYthenrW Ab"yns•ece IV• ��r LiDinlir Bete Z; N 3 U $ J a J � ~ Lu N in to m 3 LM m 000 SM m Z_ y4 � 3 z� 0 WDDo m drawing no. W12-08 .. .. . . . .. .. . . . . . . . . . . . • ••• 0% 4.000-7 79 .0 .625 1.625 DOOR FRAME HEAD/SILL .078 4.031 7 LEAF TOP/BOTTOM �1.750 -•�•' ••• 4.750 ••• ••• •••••• • 1�7• RAIL .045 19 ••Q 1.E47 •GLAZG BEAD � MIef5 •5/•� T•• 394 803 • .uBO •• • Is�47I • y1.047 7/16' CLASS jam• 130 .803.045 f_ I i.172 GLAZING BEADGLAZING D 1.500-I I�.312 062 a LEAF W'STRIP ADAPTER .094 31 .442 1.584 t2 LEAF ALIGNMENT BRACKET 7so 2e1 �• �' -� .1250r .1252.081 1. 3.781 ZJ.375887 t3 LEAF CLAMP HINGE BACK-UP PLATE 1 2� I -{ .719 SIDELITE MULLION REINFORCING 1Q1111111pp�17j7/'' 4.188 �NY1M drwilY fbw* No - ;D �\• q r111117tttrtrt01� OF . � ',r S�� 11 t N\\\\\` 6 SIDELITE SLIP ON JAMB oO a LL 8 O f 0.a"3 OH2•oB2 fOc O&0av CN = is Z_ p jt7S Q b •••• .•• 7.531 • ••• • . • �Tg 1.5071 ••• •• .078 8.250 4.000 �1.507.i 4.781 OI SIDELITE 1 .75 -I 1.750 TOP dt �5 .078 BOTTOM FRAME 1.750 4.719 .078 1.507{ 3.719 LF = U gg JJ a S W < H//�� y• (r� O Z Q 3 W e N n o ti 4 Lail � o M N a0 1 ; Z co W v �M 4.000---I 9 LEAF HINGE STILE 5•344� 4.000 � o 1 507 IIIFT-, 2.081 .o7e 10 LEAF LOCK STILE �1.750--I BOTTOM 7A 9' II RAIL �.329 o7e LI 812 2 FRAME COVER 8.281 ISIDELITE 1.507-1 C u 1 .078 .078 1.507 1.750 -I 8 tt LEAF ASTRAGAL STILE .078 9.000 625bodi 1.dp BOTTOM FRAME 3.719 L M .0 0 1. �97 ts4-4.00o----I 1e SNAP COVER ij 0 " o e S I 9" C1.500-{ -1 .625 4.000 "� 7 F.78 4.000 L078 r1•S00� 719 1.5I07 H S b drowing no. 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB chant 8 0( 9 .. .. . . . .. .. . 0 Zy ZZ � W • Z2 .0 •• • • • • • •• •• N .11 / n • o 0 • o F a •• • • • •• •••4 / • • • • •Go , .. . . • • .• �ZN_4 s v U m DOOR FRAME CORNER N NNE SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER 30 on ooW" IZ r=.Nrbt »sn damwW g u beet. V N 2 i AengeenRau e3fq-t 3 ° c i d g ¢apberL• Wu MA�,7�e(5 Ml M� CMII•i cmNm _ nm yoe8§"S� oe u o c� A oil - $ OF,drawing nW12-08 o. . a off.•• C�`�� LEAF CORNER �'ss�0 AL �� �� / //111 11111 sheet 9 of g INNIMENA M IAMDADE MIAMI-DADE COUNW EM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismiaaae.¢ov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cqunty.Produckeafrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve jl}e ripht to have this product or material tested for quality assurance purposes. If this produot.are materiaj ffiUj to perform in the accepted manner, the manufacturer will incur the expense of such testkVind the AHJ.may immediately revoke, modify, or suspend the use of such product or material within thph jtx Isdictiom. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Coulity'Product Gondol Section that this product or material fails to meet the requirements of the applicable buif( tJ'chde. ; ... This product is approved as described herein, and has been designed to comply with thee I'lorida GBIVIding Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Windo0�— L.M.I. : " • • • APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. H8riz. R^g Wdw. (L.M.I.)" sheets I through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared 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 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# 15-0728.05 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 Sifang Zhao, P.E. NOA No. 17-1102.23 MEAMFDADE COUNTY p(`OSI��B Expiration Date: May 27, 2019 Approval Date: January 11, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 292 A, 2) Large Missile Impact Test per FBC, TAS 201 94• • *; � ...... • 3) Cyclic Wind Pressure Loading per FBC, TAS 2&IrA4 ; •.. • • • 4) Forced Entry- Test, per FBC 2411.3.2.1, and TAS ebb.-94 • along with marked -up drawings and installation diagram of an aluuliht>11j. horijenial• sliding window, prepared by Fenestration Testing Laboratory, Inc? Test ReporrhhJ.• • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinsp;: P• ; • • • (Submitted under N"U44-0317 OA) • • • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ... • • • 2) Uniform Static Air Pressure Test, Loading per FBC7AS 202-W 3) Water Resistance Test, per FBC, TAS 202-94 • • .. • • • • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-03.72.08) 3. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) S►�,jnq 2614,o Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E - 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0312.V4.;. 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.. • •; :. 2) Cyclic Wind Pressure Loading per FBC, TAS 203.44. •.. • along with marked -up drawings and installation diagram of a XOX•aknninum horizontal sliding window, prepared by Hurricane Engineering & Vs" M& Inc.. gut Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by.Mdo F. F611, P.E. (Submitted under N1U#j1.9L0312,,Qjf • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 •.. 2) Cyclic Rand Pressure Loading per FBC, TAS 203-14• along with marked -up drawings and 'installation diagram of a XOX alv&inum• horizontal sliding window, prepared by Hurricane Engineering & T°esting, Inc., Taft Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01 /15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 50' Edition (2014), dated 07/08/15, complying with FBC 6th Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 5;�411 T� Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their • "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated Qj�j 9/17, expueng e e e o: , 00 etee " on 07/08/19. for thW "" • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerwit, N . "SentryGlas® (Clear and White) Glass Interlayers" dated 0612&15, expo' inggn ; • • • • 07/04/18. ••'• •••• •••.. F. STATEMENTS •• •M•• •••••• 1. Statement letter of conformance, complying with FBC 5th Editiod (201f), with V' C 61" Edition (2017), and of no financial interest, dated October 12, 2017%prepated151 Al- • • • • Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • • : "" • G. OTHER 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. 5,4r�q Zk4v Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-3 • • ••• • • • ••• • • • • • • • • • • • • . . . . . . . . . . 72' 4• • • • • • • 3 1 2' MA%! CORNERS � , 3'' "t�� • • • • • . - � • • • f� N�ERs • • I� I �I JI II it �' II 4 Ir • exl • II • I{I� • • 11 •�' II 4 • • • • • • •• �• • • �� • ��• • • \� \a ,n roc II�II II II z �c J FALSE MUNTINS 31 1/4' I 32 3/4' I FALSE (SURFACE APPLIED) D.L OPG. D.L OPC. (SURFACE MAY BE USED 35 3/8' VENT WIDTH TYPICAL ELEVATIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. /8' HEAT STREN'D. CLASS .090' Intedayer Troeltol PVB `By 'Kuroray America, Inc.' 1 t-1/8" HEAT STREN'D. GLASS DOW CORNING 899 Q: GE SCS 2000 F s AT 1/4 POINTS ON UTES 9 WIDER TWIN 36' ONLY GLASS TYPE 'A' /8' HEAT STREN'D. GLASS By 'Kummy Amerlea, Ina' r,1/8' HEAT STREN-D. GLASS DOW CORNING 899 GE SCS 2000 i . s AT 1/4 POINTS ON LRES 9 WIDER TWIN 36" ONLY GLASS TYPE 'B' 10 5/8' MAX. �z)) ANCHORS AT MTG. STILE ENDS NP. 4) ANCHORS REOD. FOR SIZES AND LOADS MAR KED WITH '•' ON SHEET 2 ONLY to 32 3/4' 32 3/4' FC0—GUARD SERIES-200 1.L oPc. D.L OPG. ALUMINUM HORIZONTAL HOLING WINDOW 36 7/8' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ENT VIDTH CHARTS SHOWN ON SHEETS 2. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED 1/8' HEAT STREN'D. GLASS 5/16' AIR SPACE \ —1/5' HEAT STREN'D. GLASS By 'Kumray America. Inc.' 1/8' HEAT STREN'D. CLASS CARDINAL XL ( /—EDGE SPACER AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' 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 EDRION)/2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY 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 UMITED 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. Le. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NDT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED 13Y BUILDING OFFICIAL 1111111JIfffA Ah y� PR plyi, 1g - ph LhD 0 corn, lyil4, .W;n the FJor14 9 Uaifding Co-Je SETTING BLOCKS BLOCKS AT Aucp7sr« Nn,Lllot•;5 1'+xpiretiun Dele OF I: drawing no. LAM. CLASS AND INSUL LAM. GLASS �- i�.�0.1q NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS g1,{` th :o 8N'.•' A`��� W09 —12 Miami e ,. C,,f ss� •....... ONAL � .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) 1/INDow ants. A w 0 REM. MR RRINF. GLASS TYPE A' GLA89 TY;� 8• • GLASS TYPE • •�• WIORi HE1GM NIT.(-) EXT.(+) IM.(.) EXT.(i1 M. -) 26-1/2' J7' 53-1/8• 74' 28' (3) 4 70.0 80.0 $0.0 0 . 7S0 60.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2- 37' 53-1/8. 74• 38-3/8' (4) 4 70.0 80.0 1 80.0 90.0 9M0 1 8010 4 70.0 80.0 80.0 90.0 •70.0 0 6 70.0 80.0 80.0 90.0 7e.0 8010 8 70.0 1 50.0 80.0 90.0 • 7 .0 0 26-1/2' 37' 53-1/8" 74' 50-5/8' (5) 4 70.0 50.0 80.0 00.0 70.0 80.0 4 70.0 BOA RD 96.0 70.0 sox 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 28-1/2' 37' 53-1/s' 74" 63" (6) 4 70.0 80.0 50.0 90.0 70.0 80.0 4 6&9 77.5 50.0 90.0 70.0 S0.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 90.0 80.4 70.0 80.0 24' 36' 46' BO" 72' 4 4 70.0 80.0 80.0 90.0 70.0 80.0 4 no 80.0 80.0 00.0 70.0 80.0 8 70.0 80.0 B0.0 90.0 70.0 s0.0 8 70.0 80.0 50.0 90.0 70.0 60.0 8 70.0 1 80.0 1 80.0 90.0 70.0 80.0 24' 36' 48• 80' 72' 36) 4 70.0 80.0 80.0 90.0 70.0 60.0 4 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 50.0 6 70.0 80.0 80.0 90.0 70.0 60.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 36" 48') so' 72' 4 70.0 So.0 80.0 90.0 70.0 80.0 4 70.0 00.0 80.0 90.0 70,0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 B 70.0 80.0 80.0 90.0 80.0 B 70.0 e0.0 80.0 00.0 80.0 24" 36' 48. 80' 72• �• (6) 4 70.0 80.0 50.0 90.0 80.0 4 70.0 80.0 80.0 90.0 N70.0 80.0 6 70.0 70.0 80.0 90.0 50.0 6 70.0 70.0 80.0 90.0 80.0 8 70.0 70.0 80.0 s7.8 80.0 A - NO. OF ANCHORS PER HEAD & SILL () - NO. OF ANCHORS PER JAMB 4 MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS 6 LEFT AND RIGHT VENTS TO BE OF EQUAL CLASS DLO WIDTHS 'XO OR OX' • 1 1 1 r• DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW �. • A • • W 0 REM. Im REINF. GLASS TYPE A' GLASS TYPE 'E' GLASS TYPE •C• im • HEO EXT.(+) 1NT.(-) EXT.(+) IM.(-) E%r.(+) IM.(-) 7A' 10621/4" 111' •��• 9 70.0 60.0 80.0 90.0 70.0 80.0 1< 70.0 80.0 80.0 00.0 70.0 $0.0 12 70.0 80.0 80.0 20.0 70.0 80.0 74' 166-1/11 1' • �� )80 • 0 70.0 80.0 $0.0 90.0 70.0 80.0 12 70.0 s0.0 80.11 90.0 711.0 60.0 12 70.0 80.0 80.0 90.0 70.0 80.0 • 74' • IOdL SO-5/s' • m • 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0111' 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4' 111' Vie) _9 1_ 2 70.0 70.0 $0.0 90.0 70.0 80.0 70.0 70.0 80.0 82.8 70.0 80.0 12 70.0 70.0 80.0 80.4 70.0 $0.0 72" 84• 9o, 1o8• 24• (3) 9 70.0 $0.0 80.0 90.0 70.0 80.0 9 70.0 60.0 80.0 904 70.0 80.0 12 70.0 1 00.0 80.0 90.0 70.0 80.0 12 70.0 1 80.0 80.0 20.0 70.0 80.0 72' 84" so, 1 Do' U. (4) 9 70.0 60.0 80.0 1 90.0 70.0 1 $0.0 9 70.0 60.0 80.0 1 90.0 70.0 1 80.0 12 70.0 $0.0 80.0 90.0 70.0 80.0 12 70.0 00.0 $0.0 90.0 70.0 80.0 72' 84, or 108, 48' (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 60.0 80.0 00.0 70.0 $0.0 12 1 70.0 80.0 80.0 90.0 1 70.0 $0.0 72' 1. so, 106' 80 (6) 9 70.0 70.0 30.0 90.0 1 70.0 50.0 B 70.0 70.0 80.0 90.0 MO 80.0 12 70.0 70.0 00.0 90.0 lox 80.o 12 70.0 70.0 1 80.0 1 87.01 0.0 I BOO A - NO. OF ANCHORS PER HEAD & SILL () NO. OF ANCHORS PER JAMB 4 MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MrG. STILE ENDS (1/3W) 0/3W) (1/33w) � � W OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) DDAS. A W/O REINF. WITH RRINF. GLASS TYPE 'A' INT(-) GLASS TYPE 'B' EXT.(+) INT.(-) CLASS TYPE 'C' EXT.(+) NIT.(-) JWINDOW HE1CMEXr.(+) 28, (3) 9 70.0 50.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80A Solo 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74• 106-1/4" ill, 38-3/8' (4) 9 70.0 $0.0 804 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" (5) 9 70.0 $0.0 50.0 90.0 70.0 50.0 74" 63' (e) 9 70.0 70.0 80.0 00.0 70.0 80.0 72, 84' 96' log' 24' (3) 1 9 70.0 1 $0.0 80.0 90.0 70.0 80.0 0 70.0 80.0 solo 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 84" 98' 108• 1. (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 $0.0 72" 84" or (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 60.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72' ) 8 ( (8) 9 70.0 70.0 80.0 90.0 70.0 80.0 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB (1/411) (1/2Y) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xox' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 as rom,fyin-sdri ih. b!!a.J;+. Eui:dlny :bdn Acawana. No il0 � Expiration Due _Qg Iq AUY4Imn a �WrO� tD O5M $ M q o Z;Ci m 3 Z� u Ow W a0 m d AF/M9'% ��OO �k TEOF drawing no. e�D•;.aG.` W09-12 .. .. . . . .. .. . . . . . . . . . . . • • STRUCTURE YIAMI—DADS COUNTY APPROVED • EDGE DIST. • • • MULl10N h YVLLION ANCHORS • Is SEE SEPARATE NOA •• • • : H EDDE DIST. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING WEEPHOLES: WI - 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. i � TYPICAL ANChORS IBY " SEE ELEV. WOOD BUCK I cnR SMINO v W Nr-2m— p I � V �Sy ii O LPF.R' gnco� ((�' CAL ANCHORSSEE PEE ELEV. SPACING N WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. J TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'ELCO' Vl v� 1/4" DLA ULTgAeom BY (Fu-177 KSL Fy-155 KSI) v INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU iBY BUCKS INTO CONS. OR BLOCKS i-n ID 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 30M ° 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 0 0 m DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) INTO BLOCKS (JAMBS) 3 co Z a 1-1/4" MIN. EMBED J14 SMS OR RELC DRILLING SCREWS (GRADE 2 CRS) 0 W N W e 0 INTO MU1MI-DADE 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.) c (STEEL IN CONTACT WITH ALUWNUN TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE y/ a INTO CONCRETE AND MASONRY - 2-1/2" MIN. o INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4- MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT WAD. SILL OR JAMBS f c - 3000 PSI MIN. S C-BO HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. 70522 I � r PRODUCTREVISED u c°mPlying = {7 y� $ wish the Flondn Oufidieg Code — '4ccnPumx IVo 3.13 ' •• TE OF = drowinq no. �Plwtion Dalaq olao..• W09-12 sheet 3 of 7 TYPICAL W-1r FOR SPACING .. .. . . . .. .. . . . . . . . . . . . ' D E , O 7 SEE SHEET 2 FOR CAPACITY WINDOW WIDTH AS REOD. Ims iBY •/ WOOD BUCKS / TYPICAL ANCHORS v.. SEE ELEV. FOR SPACING S ANCHORS V. ICING PROMICf REVISF.Ti m Camylying with the Fwj,, auD 4 Cuda C�cpintiun � I �-I l ot• L 9 Muni ih& Aodoct CmSaT A7E OF drawing no. oEno�.•�,.�`� W09-12 • • • • ••• •. •• ••• • .. .. • • • • • -; - ' FOR S.'IN6 • • • • • , t ' , Ak a•• i • • ••• ,• •i t • • • • • • ALT. •• • • • • • • ••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING :AL ANCHORS ELEV. FOR SPACING I-DADE COUNTY APPROVED NON k MULLION ANCHORS SEPARATE NOA EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING. a O ALT. PRODUCT REVISED us complying wish the Florida Dtulding Code Aettptnntt i`b jZs i1�7.1 E>�irotiun Luce q Dy 9{gng zhao Mimni Dade [�od:xtCanrol Z Q 4+ � cy p o � 0�� 4 32, J J W X t;s 3Ln� O co Z 312 Is O o0 w mM 0 TE OF drawing no. oa�op ��'; ' W09 —12 (1) FRAME HEAD U FRAME SILL 1.314 .250 .J40 .312 .062 O SILL TRACK 2 MOV. FRAME JAMB .. .. . . . .. .. . . . . . . . . . . . 1.067 3/18' .715 • • .813 • T • .062 td � � • •�� •• ••• • • ••• • 1.140 12 11 VENT TOP/BO1Tg% RA& J STEEL REINFORCING U JAMB STILE 2.063 1.250 EO.12 1.340 1.344 Oi MEETING RAIL *2.1.2 1.375 (61 FIXED WIG. RAIL FIXED FRAME JAMB �.51 gi-=i • � • • • �.130 045 - ,to • p45 I .803 --i 1.047 10 GLAZING BEADS 2.688 .062 500 a9 2.811 ® FLUSH FRAME ADAPTER TT®N PART # QUANTRY DBSCRU?7TON MATERIAL. MANY./SUPPLIER/REYARH9 1 FY201 , FRAME HEAD 6063-TO - 2 FY202 1 FRAME SLL 6083-T6 - 3 FY203 1 SILL TRACK INSERT 6063-TB - 4 FY205 AS READ. MOV. FRAME JAMB 6063-T8 - 5 FY101 AS READ. FIXED FRAME JAMB W63-TB - 6 FY104 1/ VENT FIXED MTO. RNL 6063-TG - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMS STILE 6063-T8 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6053-T6 10 FYf08 AS REQO. GIA2ING BEAD (LAM. GLASS) 6063-T6 - IDA FY110 AS REIN. GLAZING BEAD (INSUL LAM. CLASS) 6063-T6 - 11 - AS REDD. REINFORCING BAR STEEL - 12 - AS REOD. REINFORCING BAR STEEL - 13 FY204 AS RTEOD. ADD -ON SILL RISER 5063-TB USE AS READ. 14 FY205 4/ VENT ROLLER HOUSING & GUIDE CELCON 15 FY209 2/ VENT ROLLER BRASS 16 FY210 2/ VENT ROLLER PIN ST. STEEL 17 i8 X 1' AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1B to X 3- 2/ VENT FIX. RAN. SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS READ. FIN SEAL W5TRIPPINO - ULTRAFAB 20 Q300T790 AS REOD. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REDD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMLTER 65t5 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65*5 23 RB-50 AS REOD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 /8 X 1/8" 2/ LATCH LATCH INST. SCREW Sr. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENO. PRODUCTS 27 - 1/ VENT 5/16- BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-TO OPTIONAL 29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 801-5 SHORE A :� uceelyF'• ��= PI20DL1CT REVISED AA complying with tM Fl"Wu - DuOdieg Code Amptu N0 I I- leOF F,zpinlion Detc �� A4i•w -�.- n n A� 111`� �V 3 j Z o p b J a Z i 10 d A g 8 a�a QW Ed J 'o J W Lu co oo M1 11 O o� W000�� drawing no. W09-12 11 • .. 0: :0 ., • , ... . 17 i • q� • • • • • O ry p Cf • • • • • • • O Q pppggg a � �s3 ti s FRAME TOP CORNER 0 VENT TOP/BOTTOM CORNERS W m 17 :O M Z 3 Z 4}1 NJ 6 OO il W co i O i' c 10 m��ina ei�6= e u o c FRAME BOTTOM CORNER = 7 '� c PRODUCTREVISED _ ae as�nplying with the Flmidr = A 16 Fltrild7. Curie yq�� Acoepumce No •l 01.2 OF ��1(j: drawing no. � Expiration Due •• FIXED MTG. RAIL CORNER M� Amawt coaftpi " "/ �• lVAl4E4�� sheet 7 Of 7