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WS-17-2734Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 675 NE 93 Street Miami Shores, FL 33138- Owner Information Address Permit NO. WS-1`1-17-2734 P • er rn Permit Type: Windows/Shutters Cork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 1112912017 Expiration: 05/28/2018 Parcel Number 675 NE 93 Street MIAMI SHORES FL 33138- 675 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone SLAZAR CONSTRUCTION INC (365)412-6355 CeII Phone Applicant Phone Cell Valuation: Total Sq Feet: $ 28,503.30 0 Type of Work: REPLACEMENT OF 12 WINDOWS AND 3 DOO No of Openings: 15 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $17.40 $3.75 $2.50 $5.80 $250.00 $9.00 $23.20 $311.65 Pay Date Pay Type Invoice # WS-11-17-65679 11/16/2017 Credit Card 11/29/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 261.65 $ 261.65 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 AFFI construction an V T. rtthat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating rmore, I authorize the above -named contractor to do the work stated. Author d Sjgttture: Owner / Applicant / Contractor / Agent November 29, 2017 Date Building Department Copy November 29, 2017 1 1 \r,r/Ictivt4e-2?... 7gc, BUILDING PERMIT APPLICATION 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 RECEIVED N V 1 2017 BY: /\��19^� �FBC 20 14- Master Permit No. '� V S ( - 2139 Sub Permit No. El BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 675 N.E. 93 ST Miami Shores FI 33138 City: Miami Shores County: Folio/Parcel#:11-23260141740 Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): MASEBS LLC Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: Pone#;l% S 5 9 Address:675 N.E. 93 ST City: Miami Shores State: FI Tenant/Lessee Name: Phone#: Email: Zip: 33138 CONTRACTOR: Company Name: `�LNz P 1c C-J°NSTIUNLTl'ON t Address: 10 3 % S V‘i k-S % City: c(v RCiA t State: l.. Qualifier Name: Gr-‘' oktokidw- n+! � p State Certification or Registration #'.�.CIL V�j0'7 [ �') DESIGNER: Architect/Engineer: Address: -� Value of Work for this Permit: $-c�Vi 3 •'%v Phone#:SOS' 4tdol Zip 3�' O Phone#:C ')M 12 -GJ55 Certificate of Competency #: Phone#: City: State: Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: windows and doors retro fit 12. 7t,t ,\_'3 01s (2S b - Specify color of color thru tile: Submittal Fee $ ✓(:. • CO Permit Fee $G5.0 • Scanning Fee $ Radon Fee $ 2 • --( Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ 3•7 c Notary $ Double Fee $ Bond $ Z� TOTAL FEE NOW DUE $ I •G5 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has . commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $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 comm-. -.. - t must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. n the absence . such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this 3 day of ,(--F.k-- ,20 11 ,by CroN•42-1 p5 W-efv‘C:tvdi ,wvho is personally known to me or who has produced . C. v -(. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: t.J(r".ta.4 LA yti(` c Seal: ********************* APPROVED BY NATHALI CARDONA i Commission 4 FF 244474 vi My Commission Expires Signature ACTOR The foregoing instrument was a nowledged before me this —23 day of , 20 \, , by er\C $ L-v=s1 2s , who is personally known to me or who has produced IL• Cev S f identification and who did take an oath. NOTARY PUBLIC: Sign: GK- Print: NC)1/44-4 kG 0 LA YC.I hC1 al: Plans Examiner au, !1111, as ' NATHALI CARDON:. Commission 4 FF 244474 My Commission Expil• June 25. 2019 Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3206-014-1740 Property Address: 675 NE 93 ST Miami Shores, FL 33138-2906 Owner MASEBS LLC Mailing Address 450 GRAPETREE DR 304 KEY BISCAYNE, FL 33149 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,127 Sq.Ft Living Area 1,432 Sq.Ft Adjusted Area 1,818 Sq.Ft Lot Size 11,170.11 Sq.Ft Year Built 1956 Assessment Information Year 2017 2016 2015 Land Value $334,823 $290,239 $268,383 Building Value $131,293 $131,544 $132,723 XF Value $3,504 $3,537 $3,394 Market Value $469,620 $425,320 $404,500 Assessed Value $469,620 $148,272 $147,242 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $277,048 $257,258 Homestead Exemption $25,000 $25,000 Second Homestead Exemption • $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Va School Board, City, Regional). ues (i.e. County, Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 18 & W1/2 LOT 19 BLK 65 LOT SIZE 86.590 X 129 OR 12936-154 0686 1 Generated On : 11/14/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $0 $50,000 $50,000 Taxable Value $469,620 $98,272 $97,242 School Board Exemption Value 1 $0 $25,000 $25,000 Taxable Value $469,620 $123,272 $122,242 City Exemption Value $0 $50,000 $50,000 Taxable Value $469,620 $98,272 $97,242 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $469,620 $98,272 $97,242 Sales Information Previous Sale Price OR Book -Page Qualification Description 02/23/2017 $492,000 30448-0679 Qual by exam of deed 06/01/1986 $76,000 12936-0154 Sales which are qualified 11/01/1979 $73,000 10564-3260 Sales which are qualified 04/01/1971 $39,500 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 11/14/2017 Detail by Entity Name Page 1 of 2 • Florida Department of State C;rv,s;cu CORPORA as Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company —MASEBS, LLC `Filiii Information Document Number L16000204637 FEI/EIN Number 81-4344238 Date Filed 11/07/2016 Effective Date 11/07/2016 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 02/15/2017 Event Effective Date NONE Principal Address 675 NE 93 Street Miami Shores, FL 33138 Changed: 04/17/2017 Mailing Address 675 NE 93 Street Miami Shores, FL 33138 Changed: 04/17/2017 Registered Agent Name & Address QUICENO, DAIANA 675 NE 93 Street Miami Shores, FL 33138 Address Changed: 04/17/2017 Authorized Person(s) Detail Name & Address Title MGR QUICENO, DAIANA 450 GRAPETREE DRIVE #304 BISCAYNE, FL 33149 Title MGR http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 11 /14/2017 Detail by Entity Name Page 2 of 2 HERNANDEZ, CARLOS J 450 GRAPETREE-DRIVE TEP REE-DRIVE #304 BISCAYNE, FL 33149 Title MGR HERNANDEZ, LIGIA LUZ EGEA DE 450 GRAPETREE DRIVE #304 KEY BISCAYNE 33149 AF Annual Reports Report Year Filed Date 2017 04/17/2017 Document Images 04/i7/20t7 -- ANNUAL REPORT 02/1 12017...:-L G_Amenlime...n1 11/072016 -- Florida Limited Liability View image in PDF format View image in PDI format View irnage in PDF formal Florid ...1 .f ion http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 11 / 14/2017 • Miami Shores Vivage 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). IDS t/402)/ Qualifier/Cer Signature Date Print Name Miami Shores Viitage . 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 buildingpermit: 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' icompensation 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 0 ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade `_ The foregoing was acknowledge before me this h l day of NUIof , 20 17 By Capri,cJOrio 140-moe 2 who is personally known to me or has produced IL 44 Q - 110-10.021- 0 as identification. Notary SEAL: �.: %,, >g•• ,,,, I — IA - i; .� � NATHALI CARDONA Commission* FF 244474 My Commission Expires «r�;. June 25, 2019 SLAZAR CONSTRUCTION Inc. Roofing, Plumbing & General Contractor 10381 SW 138 Ct Miami, Florida 33186 Ph: 305 4126355 www.slazarco.com slazarco@gmail.com info@slazarco.com CCC1327963 CFC 1427198 CGC1507778 Nov 28th, 2017 State of Florida County of Miami Dade Before me this day personally appeared Eric Salazar who being duly sworn, deposes and says: That he will be the only person working on the project located at 675 NE 93 Street. Miami Shores, Florida 33138 Sworn _ • - _ . scribed before me this 28th day of November, 2017, by Eric Sala ar Personally know ✓ Or produce identification .DL Type of identification produced NAIHALI CARDONA Commission M FF 244474 My Commission Expires June 25, 2019 Print, type or stamp name of Notary AL-FAROOQ CORPORATION . CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: CARLOS HERNANDEZ Date: Nov 7, 2017 Project Name: 675 RESIDENCE - REVISION Engineered By: MI Project Desc.: 675 NE 93RD STREET Checked By: MIAMI SHORES, FL 33138 AFC Number: 17-1284 Building Height (ft.) : 15 Design Criteria: i, Florida Building Code 2014 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: C[IIT - Any deviations from conditions shown on calculations or drawings shall be engineered separately. • • . • • . ..• . • • . • . .... • . . . .... • ...• . . • •• ..• ....• . • . . • . .. . ... • .. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes:REVISION - WIND LOAD CALCULATIONS, WINDOW SCHEDULE, NOA COMPLL4NCE, DRAWINGS 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 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com 1 alfar000Pafceng.com • . . . • • • CARLOS HERNANDEZ Coefficient Kh 1.03 RESIDENCE 675 NE 93RD STREET MIAMI SHORES, FL 33138 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (Ib/ft"2) 68.64 Wind Speed (mph) Importance Factor Exposure Category Risk Category 175 1.00 D 2 Coefficient Kz 1.03 Mean Roof Height [h] (ft) 15.00 Height Above Gnd. Level [z] (ft) 15.00 Horizontal Dimen. of Bldg. (ft) 102.00 Roof Slope (deg.) > 10 Type of Building With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qh] (Ib/ft"2) 68.64 Component Size Gcp Coefficients Mark Comp Type W (in) H (in) S (in) A ftA2 Z4+ Z5+ Z4- ALL Z5- Gcpi Coeff. Design Wind Pressures (Ib/ft"2) Pos Neq Z4+ Z4- Z5+ Z5- In Zone 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 48.6 -52.7 48.6 .• ••• •• •• •• •• •• •. . • • • • • • • • •• ••• •• • • • •. -65.1 ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING : AL-FAROOQ CORPORAT101,.1235 9.W..9Pth At P'MKOIAI FL 33174. TEL:305-264-8100 • • • Engineers Seal Engineers Name And Signature • • . •• • • .. • •. • .• • Design Date • • • • •• • • •• ' :'9/i 9/20* !2t. !$b:PI�I • • • •..• • •••. •...•• •• Design Reference Number 17-1284 ' 11/8/2017 VIIIII �AL-FAROOQ CORPORATION CLIENT NAME: CARLOS HERNANDEZ PROJECT NAME: 675 RESIDENCE PROJECT ADDRESS: 675 NE 93RD STREET, MIAMI SHORES, FL33138 AFC #: 17-1284 TOTAL GLAZING AREA 351.54 SQFT MK# NOA#/FL# QTY "SERIES',COMPONENT TYPE IMPACT # OF SECTIONS OPENING . WIDTH_(IN) r EFFECTIVE WIDTH (IN) ;.HEIGHT SPAN / (IN) DRAWING NOTES. ALLOWED +Pd (PSF) ALLOWED -Pd (PSF) CONTROL/ GLASS TYPE REQUIRED ZONE +Pd (PSF) - REQUIRED -Pd (PSF) ' _,, _„ . REMARKS K: '• - +22551.1' + 11 " • SERIES ES-EL300 ALUM OUTSWING DOOR • •''. L.M.I.--- - 1 '-..• P 391/4 . • 391/4 r 81.5'! o Y' 'X, s e `t:80.0' 0.3180.0'"• 'P02/DESIGNI x: 48.6w f 65.V.. ''- F; 15-0129.05 - 1 - 5000 OUTSWING ALUM. CASEM.WNDW, L.M.I. 1 36 3/4 36 3/4 50.5 X. ^ 90.0 . "' 90.0?'. F P02/DESIGN1s *Of 511* lt., 48.6- ' 65.1, ..OK. H 15-0129.05 2 5000 OUTSWING ALUM. CASEM.WNDW L.M.I. 1 37 37 38.25 X 90.0 90.0 P02/DESIGN Wisner 48.6 65.1 OK G 15-0129.05 2 - 5000OUTSWING ALUM. CASEM.WNDW L.M.I. 1' 363/4 363/4 • .38.25 X -'„90.0 -.190.0' P02/DESIGNS• 48.6, • 65.1,' ' OK, 1 16-0617.02 2 EL400 ALUM SLIDING GLASS DOOR L.M.I. 2 713/4 35 7/8 79.75 XO . 80.0 ' '180.0 , P05/REINF. hegobe T 48.6 '+ 65.1 _' , - OK A 16-0617.04 1 EL200 ALUM HORIZ ROLLING WINDOW ' L.M.I. 3 _• 111 37 62 'XOX a •. 65.0 , 1'65.0 P02/DESIGNS 11165#1010 4:"I 48.6, . ',.' 65.1`' ,' • OK C 16-0617.04 1 EL200 ALUM HORIZ ROLLING WINDOW L.M.I. 2 74 37 50.5 OX 65.0 65.0 P01/DESIGN tJk 5 48.6 65.1 OK D 16-0617.04 2 EL200 ALUM HORIZ ROLLING WINDOW • L.M.I.- - 2' 74 ' 37 +: 50.5 - XO • 65.0 •• 165.0 ' o ' P01/DESIGN *$• S a #48.6e- 1." 65.1- _ . ' OK. _ B 16-0617.04 1 EL200 ALUM HORIZ ROLLING WINDOW L.M.I. 3 110 3/4 37 50.5 XOX 65.0 65.0 P02/DESIGN 48.6 65.1 OK E. - 16-0617.04 1 EL200 ALUM HORIZ ROLLING WINDOW L.M.I.- 2 73 1/2 .36 3/4 50.5 65.0- 65.01 t P01/DESIGN4 5 r - % 48.6 - 'f ` 65.1 " " OK - I s, 16-0617.05 1 EL-150 ALUM FIXED WINDOW L.M.I.- 1 43 3/4 ' 43 3/4 24.75 0 ,. 80.0 ,• .80.0' > • P03/DESIGN . 420,,g •-.'48.6 ' . •. 65.1' .. OK NOTES: Javad Ahmad P.E. FL#70592 E.B. CAN # 3538 • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• • • • • • • • • • • • • • • • • •• • • • • •• • •• •• 000 • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com PLORtDA OGPARTMENT 0 ..b44 SszSlai.?4ci.�p.. usiness OFFICE OF THE K SECRETARY - BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL# ;Application Type1 Code Version F/,ilPpliCatio $tdtu� Comments Archived Product Manufacturer Address/Phone/Email F_L22551-R0` .�New E.S. Windows, Inc. • • 10653 NE Quaybridge Ct. • • • •• • Miami, FL 33138 • • • • • • • (305) 624-7775 • achamorro@eswllc.com Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Manuel Perez Address/Phone/Email 10653 NE Quaybridge Ct. Miami, FL 33138 maph@bellsouth.net Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Exterior Doors Swinging Exterior Door Assemblies • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • � • • • • • • • • • •• • ••• • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Javad Ahmad Florida License PE-70592 uali y Assurance Entity Keystone Certifications, Inc. triallty Assurance Contract Expiation Date .0077/116/2025�R ValiTarea By Amma Riaz, P.E. ••, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL22551 RO COI SS - ES-EL300 OS Door -CI 2014.odf Standard Year ASTM E1886 2002 ASTM E1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 06/16/2017 08/11/2017 06/26/2017 08/11/2017 08/15/2017 FL #: Modei; Ntimber tir-Nai»es' Description x22551 1' : Series:ES=EL300;Aiuminum O,utswing Entrance Door , ' • Large.missile impact resistant aluminum outswing entrance door., LI its of- se. .App%ed for use in HVH2 ryes 4 i °Approved.fo .uSe outside HVHZ,Ves i'impa' fi"Resistant Yes' ,Desigtp Pressur +8p/-ao_ 'Other: See attached drawing V6-71 for installation " "instructions and'span vs load combinations. Instaltation.1nstructions* '' •FL22551 RO '11 SS - ES-EL300 OS Door -DWG i+ 6-7X r • • f R1'I.odf' ... ,_. , ,... Verified By: Javad Ahmed PE #`70592 Created by Independents'fhird Party •'/es. •• • Evaluation Repor' ts ••- • •• • fL22551 R0 'AE SS'- EL30006Zoonk*TAE 231'4.odi L Created y. In epen4 tit Thif� Ztr ys 5'es' • . •• - Back) 'Next' • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • • • • • • e The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: AccessibMity Statement :: Refund Statement • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request,llSACPsat electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contaR 650.4fi 1395. *PJlsuant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Depotont wit an email�apdress ijjthey hay% one. The emails provided may be used for official communication with the licensee. However email addresses are public recora.'lf you do not wish -to seipp(t' a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under ChaRkr 455, F.S., please click here . Product Approval Accepts: .Check) Credit Card Safe securityMETRICS' • • • • •• • • THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ES-EL300 ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF 000R. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED MD TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED 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 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG 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 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABEUNG TO COMPLY WITH SECTION 1710.8.2. SQUARE BEAD OPTION 3/16' HEAT STREN'D. GLASS 090' Interlayer Trosifol PVB By Kuraray America. Inc: OR 090' Interloyer SentryGlas ByR 'Kuraroy America. Inc.' 090' Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 0R 075" Interlayer Soflex CP With PET Core By 'Eastman Chemical Co.' 3/16' HEAT STREN'D. GLASS SIUCONE DOW CORNING 985 DOW CORNING 795 ® � I' ' OOW CORNING 2400 g GLASS TYPE 'A' 7/16' OVERALL. LAM. GLASS INSTRUCTIONS' USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 • z 3/16'. HEAT STREN'D. .GLASS "3/8,•AIR,SPACE 3/18' HEAT STREN'D:GLASS '090'+Ineeedayai, SentryGlos Ei7O ,K9r.Pray-Amefitoi 099k' I lntedayrr Safr'elt Clear, And Cotorf,Glass, �t EastrgEh`CI�emWioal. Co." '075^ Inlertoyer- Saffek'CP,,With PETrCote, ifiy'Etet nan Ciiemkol Co.'f �. .y 3/18" HEAT STREN*D, GLASS. .'SILICONE ,r DOW .CORNING_ 985 ' DOWICORNING •795. OQW_'CORNING 2400, 116-J GLASS TYPE 'Al' 1' OVERALL INSUL LAM. GY.ISS- c GLAZING OPTIONS •• • • • • • • • • •• • • • • • • • • DETERMINE DESIGN WIND LOAD RECOROEMEN• iASED • • ON WIND VELOCITY. BLDG. HEIGHT. WIND ZONE USING APPUCABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. • FOR SIDEUTZ PANEL (0) CAPACITY"SEE SHEET 3. • • • FOR SIDELITE COMBINATION WITH 4DOOR • • • • SEE MULLION CAPACITY CHART40•N SHEET eta • THE LOWEST VALUE RESULTING FROM STEPS 2. 3 • • AND 4 SHALL APPLY TO ENORE STsILM. • • NOTE: EXTERIOR UTE OF GLASS TYPE 'A1' MUST BE TEMPERED FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. 3/8" AIR SPACE CONSISTING OF. SPACER• 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH. AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT' SILICONE DOW CORNING 791 GE 2000 A• I0ATTO A N �EFOR THE SELECTION, PURCHASE AND F BIAIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. a- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C-• SPECIFIC CTS� BE PREPARED BY A FLORIDA REGISTERED INEER OR ARC CT WHI WLL BECOME THE ENGINEER OF RECORD (E.O.M.) FOR THE PRWEEPT AND Ww0 WILL BE RESPONSIBLE FOR THE PROPER LSE OF•HE PAID. ENGINEER OF RECORD, ACTING AS A DELEGATED SIG•IEER TO TH•RE.D. DOWER SHALL SUBMIT TO THIS TATTER THE SITE 5•ECIFIC ORAWIN•S FOR RENEW. D- THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • FL #22551 ` %111111fJJJJ y' )P� uceNSF••.•. '; No. 70592 • S/O NAL1E: Seal-•:08/ /2017 COMP-ANL\W1 6-71 FAX. (305) 638-5158 c 0 a N • 1 fi drawing no. W16-71 sheet 1 of 12) SURFACE,APPUED FALSE MUNTINS., *MAY'BE. USED 38 7/8 FRAME...WIDTH .. .35i5/16e . LEAF,.I WIDTH. 27, 1/8: D,• L OPC. 0 7t w ii /, . 11• J. -1✓ ` H / I I' _.# /, `i • n - II O \ II G p. -JL_ zL-' li •zx I 7-5/8":.?MA%`:. .g HEAb/SILL CORNERS CI s1 — -4,11 ACTNE I . .L 1.. L I2; MAX. HEAD: SILL STD.a. g'ILL,. 1 TYPICAL ELEVATION - ,(x ) Ih SURFACE APPLIED FALSE MUNTINS MAY BE USED 76' FRAME WIDTH 35 5/16' LEAF WIDTH 27 1 /8" D.L OPG HEAD ANCHORS AT STILE ENDS (4) AT 3' O.C. 41\ D.L. OPG. (STD. RAJL) 81 1/8" D.L OPG. (HI -RISE RAIL) I Y n I / 11 / / ---_ _ --- urt' -1--1- \ \ \ \ -OE \ \ \ ../\\ / �1 / / / / / / / / / / \ / T•/==== ,-,7-,m - .\ /1i / II // • i \ 1awe \ µ -'_�R___ \ U \:: u\ II __ \ O\ ii .01 iT _ \ ACTNE , /`,INACTIVE ` ,SINDLE„D00RSILDAD'CAPACITY.- PSF... ' .... . '.: FRAME+: _ • , ;>. =a LEAF' `..,. .) -THRESHOLD; ", -' , WIDTH ' HEIGHT : - WIDTH: HEIGHT.. '. _,-TYPES ti , � (±) ; . INT (7) 38 7/8" ` 957 " 35-5/18: 93+-9/18 ' ,. `STD: , ,80.0 '80.0 `. 38-7/8' 96" Vq-5/16' 93-5/8' ADA 80.0 80.0 7 5/8" MAX. HEAD/SILL CORNERS 12' SILL ANCHORS MAX. AT SOLE ENDS HEAD (4) AT 3" O.C. SILL 4T1). SIII TYPICAL ELEVATION ( xx ) DOUBLE DOORS LOAD CAPACITY - PSF FRAME LEAF THRESHOLD TYPES EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 78• 96' 35-5/16- 93-9/16b • • SD. • • 8GE3 •80• 76' 96" 35-5/16' 93-5/2' 4 ' . I 10.0: .80: 1 TESTED AREA = 38.825*96/144 = 25.9 SQFT DESIGN AREA = 39.25*81.5/144 = 22.2 SQFT TESTED AREA > DESIGN AREA OKAY TO USE. NOTE: SUBJECT TO APPROVAL BY BUILDING GLASS CAPACITIES ON THIS SHEET ARE OFFICIAL OF JURISDICTION BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 • • • • •• • •• • • • •• • • • •• LEAF HEIGHT 84 9/16" D.L. OPG. (STD. RAIL) 81 1/8" D.L OPG. (HI -RISE RAIL) A3-) I / / / / //// o lo w g m / / \ \ •/ \ \ \ \ \ \ • • • • • • • • seep ••• • GLASS D.L.O. FQRMUIjAE: •• • •� � D.L.O. WIDTH F FRAME WITYH-412.563i (X •OOR)) • • _ (ERN IE" WIDTH-'3.3797/2 (XX SOORS) • • D.L.O. HEIGHT•: FRAtIE HEIGH? • 11.438' (STD. (16T. RAJ!) = FRAME HEIGHT - 14.875" (HI -RISE BOT. RAIL) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SINGLE OR DOUBLE DOORS WITH AIM GII I FL #22551 111111111//M�T/'/77'i • .•..... G\ Seal : 08/ /2017 z 0 D 8 w COMP -ANL\W16-71E5 1 8 FAX. (305) 638-5158 drawing no. W16-71 sheet 2 of 10) Chi 37 5/8' FRAME WIDTH 34 1/16' PANEL WIDTH 25 1/16' D.L OPG. SURFACE APPLIED FALSE MUNTINS MAY BE USED 7 5/8' MAX. HEAD/SILL CORNERS 12' HEAD SILL TYPICAL ELEVATION ( 0 ) 0 SIDELITE LOAD CAPACITY - PSI, OR STAND ALONE STATIONARY PANEL (0) FRAME PANEL THRESHOLD TYPES EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 37-5/8" 96" 34-1/16" 93-9/16' STD. 80.0 80.0 37-5/8' 96" 34-1/16' 93-5/8' ADA 80.0 80.0 D.L.O. HEIGHT (SIDELITE) — FRAME HEIGHT — 11.438" (STD. BOT. RAIL) = FRAME HEIGHT — 14.875" (HI —RISE BOT. RAIL) D.L.O. WIDTH (SIDE LITE) = FRAME WIDTH — 12.563" 148 1/16' SURFACE APPLIED FALSE MUNTINS �\ MAY BE USED \ FRAME WIDTH 34 1/16" 35 3/8" 34 1/16' PANEL WIDTH 25 1/16' LEAF WIDTH 27 1/8" HEAD/SILL ANCHORS AT STILE ENDS I (4) AT 3' 0.C. PANEL WIDTH 25 1/16' D.L OPG. ►O I i D.L OPG. 1► 0 ► `� J/ - ""-_- ► ► J D.L OPG. ILL: I SIDELTfE FRAME HEIGTH 93 9/16ft L ..• !\\ ---II--_ ---n--- ;ii //f ii / \ _ SIDELITE PANEL HEIGHT 84 9/16- .. D.L OPG. (STD. RAIL) 81 1/8" D.L OPG. (HI -RISE RAIL) 9 O �f O \\ O fit_• ii II® yy1 ___ II 1 / II _ fit____ \ I \ I4 \ I \II I� id n0\ \ was./ \ / / / / / • ACTNE "1 = 7 5/8" MAX. I 11 r 1 ;prrii{ 12• III` 1 1'I1NACTNE ;\ �} 1 ; _ 1 ► 1" HEAD/SILL CORNERS SIDELITE WIDTH MEAD SILL 3• 6• 3• (4) ATHEAD/SILL MULLIOANC'F DESIGN LOAD CAPACITY - PSF SIOELDES WI11 SINGLE OR DOUBLE LEAF DOORS SIDEUTE WIDTH FRAME HEIGHT IXT.(+) INT.(-) 18' •• •ii+ r 770 24" • 84.0 • 61.4 • 30" 118•4 Spl , 5&8 ; 36' • 54.• It 5.0 • 16' • • •A.! •6I0 24" 52.4 52.4 30" 90 47.8 47.8 36" • • • •43.9 .43.9 • 18' • • 47.8 • 418 24' • • : 43.i 6,4:2 30' • 96" • 639.4 3994 36"• •• • 36.2 0•36.2 TYPICAL El EVATION ( O—XX-0 ) VI ORS ENDS NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA - 98.7 SQ. FT. INSTRUCTIONS' USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM SHEET 2. • • • ••'2. ipElApT LOWER OF SIDEUTE TO DOOR MULLION CAPACITY • • jROS TABLE AT LEFT. LUES • • 0 F,NgIRE SnttAIFROM STEPS 1 OR 2 WILL APPLY ```` J • •• • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FL #22551 /ONA6 Seal /2017 th.V Z P. H z reaozie mot' oCu1. ag�� D6.00§ o N N o it we' -1 <62f e' ALUMINUM OUTSWIN 0 FAX. (305) 638-5158 0 0 n .o r-^ fi drawing no. W16-71 sheet 3 of 10) x Et7Ge °tr. ,o 0 ,TYPICAL ARcHORS FOR C ti 1 0 0 E. • • • • • • • • • •• g Z• • • ••• • • _• • • • • • • • • • •• • ••• ••• ••• • ' • • • • • • • T em& AlleoIR• • • • • • SEE tLEVS. • FOR !ACING • • • • • • • ••• • •• • • DOOR DETAILS FL #22551'�� , 0ulin, J PD. No.70592 °NAL W'' `s ealed: 08/f0/2017 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A COMP-ANL\W16-71 drawing no. W16-71 sheet 4 of 10 1BY WOOD BUCK EDGE DIST. TYPICAL ANCHORS SEE ELEVS. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING s � BY' ELCO, (Fu.171^ KSI * Fy=155 KSI) NTO 28Y'WOOD:BUCKS 0f WOOO STRUCTURES..', 1 1/2> MIN. PENETRATION1INTO W000'(HEAD/JAM8 ). 1; T1.111618Y 8UCK`S INTO CONC. 0R BLOCKS, 1 3/4"►MIN.;EMBED INTO'CONCRETE (HEAD/JAMBS), 1-1/4",;MIN •EMEBtED I(4T01.BLOCKS (JAMBS),, DIRECTLY, ,INTO CONCRETE OR;G(?OtJT FILLED~ BLOCKS 1 3/4", ?MIN EMBED INTO ,CONCRETE (HEAD/SILL/JAMBS) 1 3/4".MIN EMBEDIIN4T0 GRlvf?Flap:BLOCKS {JAMBS) 4 DIA. TEKS OR SELF DRIWNG SCREWS (GRADE 5 CRS) INTO F.B.C. 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.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED) IXe ti tDGE DISTANCE Itlia c F% REtF ANR i ONRY-..."Z,i/2�.M INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS Ym - 2000 PSI MIN. 1 28Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVS. FOR SPACING i EDGE DIST. Lur_ METAL STRUCTURE TYPICAL ANCHORS SEE ELEVS. FOR SPACING •• • • • • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • •• • •• • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1 F.B.C. APPROVED I CUPPED MULLION SEE SEPARATE NOA k FL #22551 TYPICAL ANCHORS SEE ELEVS. FOR SPACING DOOR DETAILS w wirrrrr�. '� JCFJdgF No. 70592 ! rbIVAL 1 ` rnn111 Sealed: 08/10/2017 J O z 0 i3 8 FAX. (305) 638-5158 drawing no. W16-71 (sheet 5 of 10 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX. SHIM TYPICAL ANCHORS.,. SEE ELEV. FOR SPACING . • W EXTERIOR . D.L. OPG. ACTIVE LEAF 11/ EXTERIOR D.L. OPG LEAF WIDTH Y.r INACTIVE LEAF -"II, "kir RA ! rz,-; FAL, J iv 1_ J DOOR FRAME WIDTH • • • • • • EAF•W4H .. •• • • • • • • ..• .• d D.L. OPG. ••• • • • • • •• • ••• • ••• ••• ••• • • . • • • • • • • • • • • • • • •• • • • • • •• ••• • • •▪ • •• •• ••• • • • • ••• ••• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING DOOR DETAILS • o. 70592 FL #22551 1/1111110 Sealed: 08/10/2017 z O h 00: N Od tigt O p n 0 4a 06Oo8 aWid COMP -ANL\W16-71 J CC O w O 0 'O Ac b 1 drawing no. W16-71 (sheet 6 of 10 EDGE DIST. 1 M6 EDGE DIST. ti TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL HORS SEE ELEVS. FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS.. SEE ELEV.. FOR SPACING .. W 112 SMS OR TEKS AT 6' FROM ENDS AND 12" O.C. MAX. • • • • • • • • • • • •• • • • • • • • •� • • • •••• • • .M • la N•• • •.°0:;• ••• • •• • • • • • • .. .. : : '- •' • • • • • • • •TYPICALMNCH�2S • • • •• • • SEE ELlil9 • • ••FAR SP•CING ••• �• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • SIDELITE DETAILS FL #22551 o`: Sealed: 08/10/2017 O `u 0 1 drawing no. W16-71 (sheet 7 of 10) ITEM / PART if REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 ES-EL300-001 3 FRAME HEAD/JAMB 6063-T6 - E2 ES-EL300-002 1 FRAME SILL (STD.) 6063-TB - E3 ES-EL300-003 1 FRAME SILL (ADA) 8063-T8 - E4 ES-EL300-004 2/ LEAF TOP AND BOTTOM RAIL 6063-76 - E5 ES-EL300-005 1/ LEAF HI -RISE BOTTOM RAIL 6063-T6 - E6 ES-EL300-006 1/ LEAF JAMB STILE 6063-T6 - E9 ES-EL300-009 1 ASTRAGAL STILE (ACTIVE) 6063-T6 - E 1 0 ES-EL300-010 1 ASTRAGAL STILE (INACTIVE) 6063-T6 - E11 ES-EL300-011 1 ADA SILL W'STRIP ADAPTER 6063-T6 - E12 ES-EL300-012 1 FRAME COVER 6063-T5 - E13 ES-EL300-013 4/ LEAF GLASS STOP (UJJ. GLASS) 6063-T5 - E14 ES-EL300-014 4/ LEAF GLASS STOP (LAM. GLASS) 6063-T5 - E15 ES-EL300-015 4/ LEAF GLASS STOP (INSUL LAM. GLASS) 6063-T5 - E16 ES-EL300-016 AS REQD. SNAP IN FILLER 6063-T6 - E17 ES-EL300-017 AS REQD. EXTERIOR TRIM 6063-78 - E18 ES-EL300-018 AS REQD. FRAME COVER 6063-T5 - E19 ES-EL300-019 1 COVER STD. SILL 6063-T5 - E20 ES-6011 1 COVER ADA SILL 6063-T6 - E21 ACC-PL-020 1 BACK UP PLATE 6063-T6 - M1 ES-5008A AS REQD. GLAZING GASKET SIUCONE DUROMETER 65*5 SHORE A M2 ES-P251-005A AS REQD. EXTERIOR LEAF GASKET SIUCONE DUROMETER 70±5 SHORE A M3 ES-45T-G09 AS REQD. ADA SILL GASKET EPDM BUROMETER 70±5 SHORE A 1.14 ES-21-804A 2/ LITE SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 8035 SHORE A M5 W23221NG AS REQD. PILE W'STRIPPING POLYPROPYLENE - M6 W23221NK AS REOD. PILE W'STRIPPINC POLYPROPYLENE - M7 W23381NK AS REQD. PILE W'STRLPPING POLYPROPYLENE - M12 - 4/ LEAF HINGE ASSEMBLY - HAGER M22 #12-24 X 1/2" - HINGE FASTENERS ST/ST FH SMS M23 /8 X 1/2" - W'STRIP ADAPTER FASTENERS ST/ST PH SMS M24 #10 X 3/4" - FIX. PANEL FASTENERS. AT 6" FROM ENDS & 12" O.C. ST/5T PH SMS M25 #12 X 1-3/4" - FRAME ASSEMBLY FASTENERS ST/ST PH SMS M26 3/8-16 X 2" - LEAF/PANEL ASSEMBLY FASTENERS ST/ST HEX CAP FULL THREAD 18-8 M27 - - 3/8" WASHER ST/ST HEX CAP FULL THREAD 18-8 M29 #10 X 1-3/4" AS REQD. HEAD ASSEMBLY FASTENERS ST/ST PH SMS •• ••• • • LOCKS; ACTIVE LEAF. SURFACE MOUNT 3 POINT LOCK SYSTEM BY 'INTERLOCK USA' KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR LEVER TYPE HANDLE AT 38" FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4" FH SMS INACTIVE LEAF' SURFACE MOUNT 2 POINT LOCK SYSTEM BY 'INTERLOCK USA' LEVER TYPE HANDLE AT 38" FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4" FH SMS HINGES• 4-1/2" LONG FLUSH MOUNT STEEL BUTT HINGES BY 'HAGER' AT 9" FROM TOP AND BOTTOM AND 38" O.C. MAX. FASTENED WITH 12-24 X 1/2" FH MACHINE SCREWS FOUR PER HASP(LEAF). SEALANTS: ALL FRAME AND LEAF JOINTS AND SEAMS SEALED WITH DOW CORNING 791 SIUCONE. • • • • . • • • • • • •• ••• •• • • • • • •• • ••• • ••• ••• •.• • • • • • • • • • • • • • •• • • ••• • • • • • • • ••• • •• •• •• FL #22551 ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • . • • • •• •• ••• • Os,"_ !/ 6 ONAL L Sealed: 08/10/2017 S 1.1 FAX. (305) 638-5158 0 O a • O 0 n drawing no. W16-71 sheet 8 of 10) 4.000 1.600 LL 2.096 --1 1.400 1 2.416 T� f Et FRAME HEAD/JAMB 1.827 .070 1.500 458 . 8 3.985 -I FRAME SILL (STD.) 3.625 j_ 1.730 4.500 1.480 da -E4 TOP AND BOTTOM RAIL E9 ASTRAGAL STILE (ACTIVE) .793 231 .873 .062 1.222 .87362 1.222 GLASS STOP (LAM. GLASS) .873 1.2122 GLASS STOP (INSUL. LAM. GLASS) .250 729 1.173 .080 500 3.979 E3 FRAME SILL (ADA) y1.226� . 324 w� .q70 1.314 Eft ADA W'STRIP ADAPTER 7.125 1.480 r- J. F--f.730- TY .080 P. 8.000 E5 HI -RISE BOTTOM RAIL I1 .045 1.066 F-1.896--I� E12 FRAME COVER 4.500 .080 TYP. (4 1.750 rr t 3 E6 JAMB STILE 1.490 3.625-1 E10 ASTRAGAL STILE (INACTIVE) • E18 SNAP IN FILLER •• ••• • • • • • •• • • • • • • .045 -IYP� 1.383 L1.706 �1 Ef6 FRAME COVER 1.118 r.289 .060 -F-T , COVER STD. SILL 711 �.287 .040 Ego COVER ADA SILL • 3.182 4 1 , r.3°3` • .070 - • • ••• • E17 EXTERIOR TRIM • • ••• •• • • • •• • • ••• ••• ••• • • • • • • • • • • • •• • • • • • • •• •• •• •• • • INUM OUTSWING FAX. (305) 638-5158 5 drawing no. W16-71 sheet 9 of 10) Sealed: 08/10/2017 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • ••• • DOOR FRAME BOTTOM CORNER DOOR/SIDELITE FRAME TOP CORNER DOOR/SIDELTE FRAME BOTTOM CORNER DOOR LEAF CORNER • • • • • i i i SIQQE }'AI EL•c ft NER • • • • • • • • ACCESS HOLE �P..• VCENgF = :V No. 70582 • 0** • • • • • • • 0041 • • • • • • • • • • • • • • �: • • • • • • • • • i O • •• • •• •• •• ... • •• • • • �.'� io%:0 SciOA1At v., ,o 'Hu m% 0 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • FL #22551 Sealed: 08/10/2017 ro‘V -J 0 8 tfa a 0 FAX. (305) 638-5158 drawing no. W16-71 sheet 10 of 10) COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows, LLC 3550 NW 49 Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Courtly. 14ER - Product Control Section to be used in Miami Dade County and other areas where allowel by tl>,e Authority Having Jurisdiction (AHJ). MIAMI-DADE COUNTY . PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economy • This NOA shall not be valid after the expiration date stated below. The Miami-Dade.Cplyaty Product•Control . Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resetwe the right • to have this product or material tested for quality assurance purposes. If this prochiet+or material rails to perform in the accepted manner, the manufacturer will incur the expense of such testptgp.nd thp'Af J, may immediately revoke, modify, or suspend the use of such product or material within'the1f jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Mat Product Control Section that this product or material fails to meet the requirements of the applicable building code,. This product is approved as described herein, and has been designed to comply with, till FloridO„Buijding Code, jncluding thetHigh celoclty� Hurricane Zone ';DESCRIPTION Series "5000"OutswingAlumroam CasemeiitWiridow r�L. M APPROVAL DCICUMENT: Drawm"` g No. Wo8-08; titled S15000 Alum Outswmg Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15, prepared by AI-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, Barranquilla, Colombia S.A., 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# 12-0820.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED -125/14415 -NOA,No k15.0129.05( �E piration Date. =April 3, 2018r "Approval Date: ;May,1`4; 2015' r Page 1� . • ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15, 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 pc " FBC TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202-94;;;;• 4) Large Missile Impact Test per FBC, TAS 20119A.: • • • • 5) Cyclic Wind Pressure Loading per FBC, • • • • 6) Forced Entry Test, Type `B" Window, Grad IM: per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07: . • ; • along with marked -up drawings and installation diagram ofteS 500Q.Quts ving aluminum casement window, prepared by Fenestration Testing Laboratory, Inor; Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked —up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 10/27/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manu4P ez, E. Product Control xami er NOA No. 1 .05 Expiration Date: April 03, 2018 Approval Date: May 14, 2015 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • • . . . • E. MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont Dellleinours & Co., Inc. . for their "DuPont Butacite® PVB Interlayer" dated 04/11/13,expirjng or: t L j/16. • • 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De1V'etiours & Co., Inc. . • for their "DuPont SentryGias® Interlayer" dated 08/25/11, a prring on 01ZW1:7. • F. STATEMENTS : • • 1. Statement letter of conformance, complying with FBC 5b Editiou(2014)'and of no• financial interest, dated October 27, 2014, issued'by AltFar od q`torporatioi signed• and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0204 05) G. OTHERS 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows, LLC, for their Series "S-5000" Outswing Aluminum Casement Window - L.M.I., approved on 11/08/12 and expiring on 04/03/18. Manuel re- P.E. Product ControVxviiner NOA No. 1r0129.05 Expiration Date: April 03, 2018 Approval Date: May 14, 2015 E-2 • CAM LOCKS (2) LOCKING POINTS ALL SIZES SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. i>t MULTI POIMI Loci, LACKING +5B4TS - SEE CHART TYPICAL ELEVATIONS 44. 'DOUBLE IX))- ,• e •• ••• • • • • • •• • THESE WINDOVit ARE % ED OI: u4Eg 3c '"'9` MISSILE IMPACT. SHUTTEES ARE ♦10T•REQUIRID. • • • • •• •.• •w • •►• • •• • • • ••• • • Emir .MWAO ANWD CML M. PE 1 70592 CAN. •• • PRODUCT REVISED as complying with the Florida Building Cod Acc N. 4 EXp raigm Date 4PY M 0410 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 04141 • • • 000 • • gm, 0 8 R d c drawing no. W08-08 sheet 1 of 10 4' 4 kJ 1� �� COMP -ANL\WO8-O8E5W1 1E816NA LOAD 1CAPACXTY*; .POP.POR (II )'812E81 ? DESIGN LOAD CAPACITY - PSP FOR (Y%) 9I2¢8 u .W ' ten CAM LOCHS f' ' Y1ND0Vs.1R2x8ULT1 p01NT'.LOCZ ",i WITH CAM LOCKS 91ND0TS Win MULTI POINT TACK . wham -D4NS. GLASS TYPES A. B. C. D. E. P GIABS TYPE 'A' GLASS TYPES E '8' I ,G1AS9 TYPES 'C',.'D'..'1'.' i'.'.. E1N00x DINS. GLASS TYPES A. B. C. D, E, P GLASS TYP1 'A' CLAMTYPES 'B' CUSS TYPES AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264-8100 FAX (305) 362-6979 ,WIDTH.": MIMRI EX1.(+) 1N1.(-) EKT.(+) 1NT.(-) EXL(+) INr.(-). (0T,(+): INT.(..) WIDTH HEIGHT EKT.(+) TNT.(-) Da.(+) TNT.(-) EXT.(+) TNT.(-) Da.(+) 1Nr.(-) 19-1/8' 85.0 95.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 85.0 90.0 90A 90.0 90.0 26-1/2' 26• 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 53-1/e' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 74' 26• 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 85.0 55.0 85.0 85.0 90.0 90.0 90.0 90.0 26-1/2' 36-3/6, 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 53-1/8' 65.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 55.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0 74' 36-3/9, 85.0 85.0 65.0 85.0 90.0 90.0 90.0 90.0 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/8' '' • 1 .'1 85.0 85.0 85.0 05.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 226-1/2' a 55.0 85.0 85.0 55.0 90,0 90.0 90.0 90,0 53-1/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 .,...3T, ' 65.0 85.0 85.0 85,0 90.0 90.0 ,'.9Q0 1 90.0 74' 50-5/8. 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42' y6 e 1 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/8' 85.D 85.0 85.0 55.0 90.0 90.0 90.0 90.0 37' 65,0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 26-1/2' 83' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 53-1/8' 78.9 78.9 78.9 78.9 78.9 78.9 78.9 78.9 37' 85.0 85.0 85.0 85.0 90.0 00.0 90.0 90.0 74' B3• 67.7 87.7 67.7 67.7 67.7 67.7 87.7 67.7 42' _ - _ - _ _ 90.0 90.0 84' _ - _ _ _ _ 60.5 60.5 [5-5000 ALUM OUTSWING CASEMENT WOW. (LMJ.)] E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL 33142 TEL (305) 638-5151 FAX (305) 638-5158 19-1/8' _ _ _ _ _ _ 90.0 90.0 37' - - - - - - 63.9 03.9 26-1/2' 74-1/4' - - - - - - 90.0 90.0 53-1/8' 74-1/4' - - - - - - 47.2 47.2 37• - - - - - - 90.0 90.0 74' - - - - - - 40.1 40.1 19-1/8' - - - - - - 90.D 90.0 37' - - - - - - 59.5 59.5 26-1/2' 76' - - - - - - 90.0 90.0 53-1/8' 76' - - - - - - 43.9 43.9 38' - - - - - - 65,4 85.4 74' - - - - - - 37.2 37.2 24' 85.0 85.0 65.0 85.0 90.0 90.0 90.D 90.0 48' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 28' 85.0 85.0 05.0 65.0 90.0 90.0 90.0 90.0 56' 85.0 85.0 05.0 85.0 90.0 90.0 90.0 90.0 32' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0 84' 85.0 85.0 85.0 85.0 90.0 90.0 90.D 90.0 38' 46 85.0 85.0 85.0 85,0 90.0 90.0 90.0 90.0 72' 48' 215.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 40' 05.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 80' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 858 85.0 85.0 85.0 90.0 90.0 90.0 90,0 24' 85.0 85.0 554 85.0 90.0 90.0 90.0 90.0 48' 85.0 55.0 85.0 B5.0 90.0 90.0 90.0 90.0 28' 55.0 85.0 85.0 85,0 90.0 90.0 90.0 90.0 56' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32' 85.0 85.0 85.0 05.0 90.0 90.0 90.0 90.0 64' 85.0 85.0 85.0 05.0 90.0 90.0 904 90.0 35' 64• 85.0 85.0 05.0 85.0 90.0 90.0 90.0 90.0 72' 54' 85.0 85.0 85.0 85.0 90,0 90.0 90.0 90.0 40' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 60' 85.0 85.0 85.0 85.0 90.0 90.0 90A 90.0 -8. j B x .. g + L 140• 2 l3�d 42' 85.0 85.0 85.0 85.0 00.0 90.0 90.0 90.0 84' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 24' 85.0 85.0 85.0 85,0 90.0 90.0 90.0 90.0 48' 55.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 28' 85.0 65.0 85.0 65.0 80.0 90.0 90.0 90.0 58' 85.0 55.0 85.0 85.0 88.0 88.0 85.0 e8.0 32' 60' 85.0 85,0 85.0 85.0 90.0 90.0 90.0 90.0 64' 79.3 79.3 79.3 79.3 79.3 79.3 79.3 79.3 35' 85.0 85.0 55.0 85.0 90.0 90.0 90.0 90.0 72' 60" 72.8 72.8 72.5 72.8 72.8 72.8 72.8 72.5 _ _ _ _ _ _ 90,0 90.0 80' - - _ _ _ _ 68.0 68.0 24' 05.0 55.0 55.0 85.0 90.0 90.0 90.0 90.0 48' 74.4 74.4 74.4 74.4 74,4 74.4 74.4 74.4 29' 85.0 05.0 86.0 85.0 90.0 90.0 90.0 90.0 58' 85.1 65.1 55.1 65.1 65.1 65,1 65.1 65.1 2, 32' 65' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 64' 58,3 50.3 50,3 58.3 58.3 503 58.3 58.3 38' - - - - - - 90.0 90.0 72' B0• - - - - - - 57.2 53.2 NOTE: w t • g S ° S m i R $ S' g 40' - - - - - - 90.D 90.0 90' - - - - - - t9.4 49.4 GLASS CAPACITIES ON THIS SHEET ARE 24' - - - - - - 90.0 9ao 49' - - - - - - 55.5 55.8 BASE4 Mg AS}fr(6 E,13►,D��-D C.•GU�S • E. moo. 28' 72, - - - - - - 90.0 90.0 56' - - - - - - 49.5 49.5 AND FLORIDA BIL�4��'�+ C�j'AM SI N .--, - o a Q i i • 1 .--. 9 1" • ,--. h 4 32' - - - - - - 90.0 90,0 84' 72" - - - - - - 44.2 44.2 DECLARATORY 6. ATq+1E� pCAQ5- i -21S 36' - - - - - - 90.0 90.0 72' - - - - - - 40.2 40.2 • • • • • • • • • 24' - - - - - - 90.0 90.0 48' - - - - - - 48.1 45.1 • • • • a • • 4A9n JAVA %� CML • • • • PRODUCT REVISED 28' 78' - - - - - - 90.0 90.0 56' - - - - - - 41.8 41.8 118. PE 70592 au complying with theP ad& lding Code 32' - - - - - - 90.0 90.0 64' 76' - - - - - - 37.2 37.2 CAN, Acicepune9 NO �5 0129 O 36' _ _ _ 85.4 85.4 72' - - - - _ - 33.8 • • • • • • • p ExPIPYO•DAMA/flt O� 4 I8 33.8 • • • • • • • • • • • • • • • • 2D1�' BY Whom PmAcl Control •' ;' drawing no. W08-08 (sheet 2 0t 1 D • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1/8' HEAT STREN'D GLASS .090 INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8' HEAT STREN'D GLASS SIUCONE DOW CORNING 795/983 GLASS TYPE 'A' 1/8' HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795/983 GLASS TYPE '6' 5/32' HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASS .090 INTERLAYER .090' INTERLAYER BUTACITE PVB BY 'DUPONT' SENTRYGLAS BY 'DUPONT' 1/8' HEAT STREN'D GLASS 1/8' HEAT STREN'D GLASS SILICONE SILICONE DOW CORNING 795/983 DOW CORNING 795/983 m GLASS TYPE 'C' GLASS TYPE 'D' SILICONE DOW CORNING 795 ALT. GLAZING OPTION THESE GLAZING STOP CAN BE USED WITH GLASS TYPES 'A'. 'B', 'C' & 5/32 i. HEAT STRENDtGLASS. +;. 5/32'`TE P.#GLASS 161-%AIR'SPACE 1'8" HEAT:STREND. OLASS,� 090 INTEPLAYER; amen •ouPOMT,' -5 32'rHEATSTREN'U GLASS, 'ELKANE 0OW'43ORNING'7w95'983 , GLASS E' GLAZING OPTIONS AT 1/4 POINTS ON UTES WIDER THAN 36' SETTING BLOCKS AT LAM. (LASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 5/32' HEAT STREN'D GLASS OR 5/32" TEMP. GLASS m a s 1/4' NR SPACE 1/8' HEAT STREN'D. GLASS .090' INTERLAYER SENTRYGLAS BY 'DUPONT' 5/32' HEAT STREN'D GLASS SIUCONE DOW CORNING 795/983 GLASS TYPEe'C' • • • • • • • • •• • • •• NOTE: TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'E' & F. MUST BE TEMPERED. • • • ••• AT 1/4 POINTS ALL SIZES • • SEITSIG BLACK% AT WAIL LAM. GLASS • • NI CH6LANNG•BEA3 LEG • • TO•CLEWR 1.-OCYS • • • • • ••• • • • • • • • • • • •• PRODUCT REVISED es complying with the Flodde Building Code .05 Ex le 0 —E8 F JAVAU RNAD CIVIL RA 70592 cANPE •• , ••• • • 18 2T1 • • • • • • Pro ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 04116 • • • o. 0 8 ei Ogs Iron 9 8 '1 8 8 ca drawing no. W08-08 sheet 3 0110) ANCHORS. SPACING 10Y • W000 SLICK. EDGE ST TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING INTERLOCK EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MUWON & MULUON ANCHORS SEE SEPARATE NOA EDGE DIST WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 111/4 DIA:,:ULTRACObl BY ELCO' (FD t77. KSl. Fy+:155'KSI)• jlNTOy2BY.W000.BUCKSfoR W000 STRUCTURES .1 1/2"kMlN PENETR TION''iNTO)WOOD ',Mkt) .I BY BUCKS INNTO,�CONC OR ,MAS(NRY- 1 1/4" M1N EMBED+INTO CONC. •OR'M S0NRY i' - .1 OIRECTLY11NTO CONC OR'MASONRY 1r t / " �I iiN Eh1BE0. I 9 CONC OR , MASONRY •- +M14 SMS OR SF1 F RR!! I INR SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Iy�(f!•1 FnrtFAMsTANCF INTCI C�,OjJCREi AND NRY '171/2` 111N. INTO WOOD STRUCTURE = 11 16 MIN. INTO METAL STRUCTURE = 11/16" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc a 3000 PSI MIN. C-90 HOLLOW/FlLLED BLOCK AT JAMBS I'm - 2000 PSI MIN. • • IS• • • • • • • • • • •• •• • • • •• • .•r/. • • • • •• • '. ' • • • • • • •:, °)))ei��••' • • • • lY AACHORe • • • • •• • • SE EV. FO%VICING � • � • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• O 00 • • • 000 • • 2015 I•IK/DUCT REVISED r, complying with the Florida Doiiding Code /-^ Acceptance No RxIWMion Date Dyn Miami y i oc • O 8 8 0 1 drawing no. W08-08 sheet 4 of 10 3/16 MAX. SHIM 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4' SHIM BY WOOD BUC W STRU TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTEi2KTFe - vENT.WIDTH ▪ JI NDOW fiWIDTH SINGLE VENT WINDOWS SCREEN OPT.-- D.L OPG. VENT WIDTH EXTERIOR WINDOW WIDTH DUAL VENT WINDOWS • • D.L OPG. VENT WIDTH • • CAM LOCKS OPTION 1/4" MAX. SHIMS • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED es complying with the Plante Building Code Acceptance No 15- i129.05 Ex tuition Dole By 1L,0.Ri, ode Prn4Ne1,('n,70 sheet 5 of1O TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. P • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MWAI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELI '.•FOR•S' ING• • • O ALT. • • • •• • • • • • • .. ... .. • . . .• • ••• • ••• • • • • • • • • • • • • • •• • • • •• • •• INSTALLATION DETAILS •Ml'TH PLUSH FRAME ADAPTER • Env: JAVAD AHMAD CIVIL FU. PE S 70592 C.AN. 53R ••• 2015 PRODUCT REVISED complying with the Florida Building Code Acceptance No On ration Oslo Miami • ado Product Contro 8 J 8 2 O to 0 .0. D c 0 } drawing no. W08-08 sheet 6 of 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0000 FRAME .514 .900 O SNUBBER 2.595 1.876 1.848 .062 .392 .813 .720 0000 .525 VENT 8 GLAZING STOP (LAM. GLASS) 4.811 IMPOST 1.030 .125 1.844 .188 .794 37 IMPOST STIFFENER r- 8 GLAZING STOP (INSUL. LAM. GLASS) lr 147 1 .803 �I5 r.062 1 ' - r.326 .543 r .250 GLAZING STOP (LAM. GLASS) GLAZING WEDGE y 1.000 j_ .338 -.125 3.000 .338 1 X 3 23 CUSTOM MULLION 3.000 -y 1.000 j- -.125 1 X 3 23A STD. MULLION to 2.000 .500 j--1.888 .062 I .725 53 FLUSH FRAME ADAPTER .125 .720 1 . NOTCH ONAL 2.750•6. •.• i 3.750 24 MULLION CLIP • ••• /J •.• d. • • • • • • • • • •• • • • •• • •• ••• • •• • • • ••• • • • • • • 142• . • TYP. • • tins JAVAD AMMO CML FIA. PE 1.70592 C.A.N. 3 • •• • 015 PRODUCT REVISED 8° ""PlYing With the Florida Duild4,g Cade Acceptance No i 0 05 1 L'xpiration Data 0/8 DYan Mims • 0. nog � O � 04,11 as f0 -4 $i ovN1n zi 8 A z4J U 0 8 2 n 8 w 8 8 S 1 drawing no. W08-0o. (sheet 7 of 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART j QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 ES5001 1 FRAME HEAD 6063-T6 - 2 ES5001 1 FRAME SILL 6063-T6 - 3 ES5001 1/ VENT FRAME JAMB -HINGE SIDE 6063-76 - 4 ES5001 1/ VENT FRAME JAMB -LATCH SIDE 6063-76 - 5 ES5002 1/ VENT VENT TOP RAIL 6063-T6 - 6 E55002 1/ VENT VENT 801TOM RAIL 6063-T6 - 7 ES5002 1/ VENT VENT SIDE ROL-HINGE SIDE 6063-T6 - 6 E55002 1/ VENT VENT SIDE RAIL -LATCH SIDE 6063-T6 - 9 E55004 2/ VENT SNUBBERS, 2-1/2' LONG 6063-T6 - 10A ES1103 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T5 - 10B - AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6083-75 - 10C ES1008 AS RE00. GLAZING BEAD (LAM. GLASS) 6063-T6 - 11 27-425 AS REQO. GLAZING GASKET EPDM DUROMETER 60 SHORE 'A' 11A ES1010 AS READ. GLAZING WEDGE SOFT PVC DUROMETER 385 SHORE 'A' 12 - AS RE00. FRAME & VENT ASSEMBLY SCREWS - p10 X 1-1/2' PH SIAS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - p8 X 1/2" PH SMS 14 E202 AS REINA OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - DUROMETER 65 SHORE 'A' 15 ES5005 AS REGD. INNER WEATHERSTRIPPING EPDM DUROMETER 60 SHORE 'A' 18 PJS40-SS AS READ. CORNER LOCK ST. STEEL SULLIVAN & ASSOCIATES 17 301 SS 2/ VENT 4 BAR HINGES -HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - p10 X 1/2" PH SMS 18A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - 110 X 1/2" PH SMS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS) - TRUTH HARDWARE 19A NOVA 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2' FROM ENDS) - INTERLOCK 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - p10X 3/8' PS SMS 20A - 8/ OPER. OPERATOR MOUNTING SCREWS - pe X x 1/2• FH SMS 21 30175 1/ OPER. 13-3/4' LONG TRACK 5T. STEEL TRUTH HARDWARE 21A - 1/ OPER. OPERATOR TRACK ST. STEEL INTERLOCK 22 - 2/ TRACK TRACK MOUNTING SCREWS - p10 X 3/8" PH SS SMS 22A - 3/ TRACK TRACK MOUNTING SCREWS - p8 X 1/2" FH SMS 23 - A5 RECO. 1X3 CUSTOM MULUON 6063-T6 - 23A - AS REQD. 1X3 STANDARD MULUON 6063-T6 - 24 - AS REOD. MULLION CUP 6063-T6 - 25 27-372 2/ UTE SETTING BLOCK. 7/16' X 3/18" X 3-1/2" LONG EPOM AT 6' FROM EACH END, DUROMETER 7515 SHORE A 25A - 2/ UTE SETTING BLOCK, 5/16' X 5/8" X 4' LONG EPDM AT 6' FROM EACH END. DUROMETER 75±5 SHORE A 26 - 8/ UTE TAPE SPACER (1/4' X 1/2') FOAM AT 6' FROM GLASS ENDS 30 - OPTIONAL 5/16' BOX SCREEN - - 33 ES5009 2/ VENT ANTI SAG SKATE. 2' HANG NYLON/CELCON M&M PLASTICS 34 - 2/ SKATE SKATE MOUNTING SCREWS - pe x 1/2" PHSMS 36 E55003 1 IMPOST 6063-76 37 E55010 AS ROD. IMPOST STIFFENER 6063-T6 45 C101-0500 - MULTI -POINT LOCK MECHANISM INTERLOCK 46 - - LOCK FASTENER PLATE - 47 - 2/ LACK LOCK FASTENER SCREWS THREAD FORMING 48 CL01-2250-XXX - SNAP ON COVER - 49 CL01-1050-XXX - SNAP ON HANDLE - • • 50 - - GLIDE (ACETAL) 11111. - • • 51 - - KEEPER (ACETAL) - • • • 52 - - LOCK BAR (304 ST/ST) _ il - • • 53 ES-5017 AS READ. FLUSH FRAME ADAPTER 6063-75 OPTIONAL • • Ir • • 54 - 1/ VENT LOCKING HANDLE - SULLNAN & ASSOC. 55 - 2/ VENT LOCKING CAM (AT 11-1/2" & 50-1/2" FROM BOTTOM) - SULLCAN & ASSOC. 58 - 2/ LOCK LOCK MOUNTING SCREWS - p6-32 x 1/2 PH MS • • • • 57 E55013 1/VENT LOCK HANDLE/CAM CONNECTOR - 1/4" x 1/2' ALUM. BAR • • 58 E55011 2/ BAR CONNECTOR SCREWS - • • CUSTOM • • 59 CS-200K-SS 2/ VENT KEEPERS (AT 12" & 51' FROM BOTTOM) ST STEEL SULLIVAN & ASSOC. • • • 60 - 2/ KEEPER KEEPER MOUNTING SCREWS - p10 X 3/13' PH SMS ••• • SEALANTS: ALL pVENT • • •SE�.EC�WF LEAR/ALUMINUMSCOLORED SEALANT. SCREWS • • • • • • • • • • • • • ) • • •• • • • • • • • a • • • • • • •• • • • •• •• • 4Jlttin JAVAD AHMAD CML FAA. PE # 7;502 C.A.N. •• • • • • M Y'r' . 1015 PRODUCT REVISED as complying with the Florida Building Code Accepleaca No Jam— y141. O� Rxpir Bxpiralion DnteAOiy—%,--(�j'lU- Miami Prud010Co81 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • �y.0 T 0 v 5 a M B '1 • • • drawing no. W08-08 sheet 8 0(10 f IMPS T co_RuFg VENT CORNER •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • •• • • •• • •• ••• • •• • ••• • • • • • • • • • •• • ••• • Engr: JAVAD AMMO CML FIA. PE 70592 C.A.N. 3538 • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • PRODUCT REVISED conplylolt with the Florida Building Code Acceptance No 15-0129.05 Ea iretion Dale 18 By Miami a Product Con a aaglgIP o2§22 y 8 a g 39 drawing no. W08-08� sheet 9 of 10 MULLION LOAD CAPACITY - PST WINDOW DIMS. III 3 S0D. MULL 1 X 3 CUSTOM MULL WIDTH (W) LENGTH (l) 'NU-) EXT.(+) INT.(-) 28-1/2' 37" 42" 45" 48' 53-1/8" 62' 58" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 26-1/2' 37' 42' 45" 48' 53-1/8" 62' 63" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 26-1/2" 37" 42" 45" 48' 53-1/8" 74-1/4' 90.0 90.0 90.0 90.0 82.5 90.0 78.8 90.0 75.4 89.1 71.0 89.2 26-1/2" 37" 42" 45' 48' 51" 76' 90.0 90.0 84.2 90.0 76.4 90.0 72.8 90.0 69.7 87.4 67.1 84.2 NOTES; 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA. 4. LOWER VALUES FROM STEPS 1, 2 0R 3 WILL APPLY TO ENTIRE SYSTEM. SERIES 5000 CASEMENT WINDOW WINDOW WIDTH MULLION LOAD CAPACITY - PST 1 X 3 1 X 3 WINDOW DIMS. STD. MULL CUSTOM MULL EXT.(+) EXT.(+) WIDTH (W) LENGTH (L) INT.(-) INT.(-) 30" 90.0 90.0 38' 90.0 90.0 42' 90.0 90.0 48' 54" 90.0 90.0 54' 90.0 90.0 80' 90.0 90.0 82' 90.0 90.0 30' 90.0 90.0 36' 90.0 80.0 42' 90.0 90.0 48' 60' 90.0 90.0 54- 90.0 90.0 60' 90.0 90.0 82' 90.0 90.0 30' 90.0 90.0 36" 90.0 90.0 42" 90.0 90.0 48' 68" 90.0 90.0 54' 90.0 90.0 59' 90.0 90.0 30" 90.0 90.0 36" 90.0 90.0 42' 72' 90.0 90.0 48' 83.6 90.0 54' 78.4 90.0 30" 90.0 90.0 36" 86.1 90.0 42' 76' 76.4 90.0 45" 69.7 87.4 51" 87.1 84.2 CLIPPED MULLIONS SERIES 5000 CASEMENT WINDOW EXTERIOR WINDOW WIDTH CASEMENT TO CASEMENT MULLION TYPICAL ANCHORS 4 PER CUP SEE SHEET 4 FOR DESCRIPTION SERIES 5000 CASEMENT WINDOW • • WINDOW WIDTH • • CASEMENT T•0 FIXED MULU01'T • • • • • • • • • • • • • •• • • • • • W1 W2 ♦ W1 W2 WI W2 T W2 TYPICAL ELEVATIONS SIDE BY SIDE WINDOOS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) = WI + W2 2 fDOF DISTANCES FOR MUWON CLIPS INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE w 11/16" MIN. INTO METAL STRUCTURE - 11/16" MIN. SERIES 5100 FIXED WINDOW • •• • • • • •• • • :EX:ER101; • fiNtOW W' • • • • • "ENV JAVAO AWN) CML FLA. PE 0 70592 C.AN. 3 • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• •• • • • • • • PRODUCT REVISBD n1 complying with the Florida Building Code Acre9taoce No 15- 129. 05 &Thalia, Data jQjB 0 2 6 5. g drawing no. W08-08 sheet 10 01'10 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows, LLC 3550 NW 49th 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). MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.eov/economy This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prod tct Gontrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade &IVA reserve ate right to have this product or material tested for quality assurance purposes. If this protltibf bf material•fails to • perform in the accepted manner, the manufacturer will incur the expense of such testui • and the.41J, may .• immediately revoke, modify, or suspend the use of such product or material within .their RER • . reserves the right to revoke this acceptance, if it is determined by Miami -Dade %cy Product'Qntrol Section that this product or material fails to meet the requirements of the applicable bviiduag code. • This product is approved as described herein, and has been designed to comply rith thi Florida Building • • • • . Code, including th High Velocity Hurricane Zone. • • ESC`RIPTION Series "EL200"'`AluminuniEairiz4rita1 Roll zg Window L• rMM1 . • • • • .. APPROVAL DOCUMENT: Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Window Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision A dated 01/11/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Baranquilla, Columbia, S.A., series, and the 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. . • -`NOA No 1061 6-7 04 �! ry L � �..: a Ck41 :;� Eippiration Date January 19, 2022. Approval Date January49'201 '' . . ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-86, titled "BS-EL200 Horizontal Rolling Window Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision A dated 01/11/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading peg A, T4 2n-94 •. 3) Water Resistance Test, per FBC, TAS 202-9A..... • 4) Forced Entry Test, per FBC, and TAS 202-9* • • • 6) Large Missile Impact Test per FBC, TAS 201•--9•. • 7) Cyclic Wind Pressure Loading per FBC, TAr; 2a;94 ..... . • along with marked -up drawings and installation diagram of an alum heri t rltal sliding window, prepared by Blackwater Testing, Inc., Test Reee N0. BT-ESW-16- . • 007, dated 12/08/16, signed and sealed by Constantin Bortes, PE. • • . • . . . . C. CALCULATIONS • • 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 12/08/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1: Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glass® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. Jorge M. Plasencia, P.E. r uct Control Unit Supervisor NOA No. 16-0617.04 Expiration Date: January 19, 2022 Approval Date: January 19, 2017 E-1 . . ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS _ 1. Statement letter of conformance, complying with ERCIr Edition (2 14f dated 12/08/16, issued by AI-Farooq Corporation, signed an se e y favac'dP.E. 2. Statement letter of no financial interest, dated 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 3. Addendum letter, issued by Blackwater Testing for test report BT-ESW-16-007 dated 12/15/16. 4. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. • • 5. Laboratory compliance statement for Test Report No. BT-ESWW16407, isstted by Blackwater Testing, Inc., dated 12/08/16, signed and sealed by cptAntin 11ertes?P.E. 6. Proposal No. 16-1228 issued by the Product Control Section, dated:.W16/16, signed . b Manuel Perez P.E. • • • • . Y . . . .... . . . • . • . . •. . •..• • . . . • • • • • . • . • • • • .•. . Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0617.04 Expiration Date: January 19, 2022 Approval Date: January 19, 2017 E - 2 • • T7•'.MAXS dOfli'iERS FALSE MTJNIINS SURFACE 'APPLIED) MAY BE ,UUSSEEDD �---i .. 72i15 TeA _FRAME.WIDTH (3) ANc AT{,MiG..STKE � Al. 5' 0.C.1 32^.11/16' 36:VI a"e t (}),ANCHORS WENT, WIDTH_r, AT MCG.!SDLE ENDS AT •.6.13.C: TfPICAL'ELEVATION' t FINTGE FRAA(ES ES—EL200 RORIZONTAL ROLLING ALUMINUM WINDOW (L.M,I.) APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF M.R./H.R. OR HORIZONTAL ROWNC WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULIJONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NOA WILL APPLY TO ENTIRE JTsIEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 26Y 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 SWILL 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. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT NOA IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNO THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC.. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFF1CIAL r MAX. 1L___ 1 _II ® 1 II / i% ./ '%'lam I�11 _=11____ I1 I1 I 11 4.4 mimmoismirimigemirim 0 v 32 11/16' 11 MAX. SILL , 32 I1/16' O.L. 0PG. 36 9/16' VENT WIDTH LL OPG. (3) ANCHORS AT MTG. STILE ENDS AT 5' 0.C. TYPICAL ELEVATION FIANCE FRAMES WITH FLUSH ADAPTER ..�. ,.,.-.. 3.a '. MAI(IMUM DESIGN =LOAD .RATING?•= + {5 0 PSF (F`oA, 3IZEs SHOWN 1ABOQE OR S(4AL,tR) -., t}S.00 PSF �cec: sTASP tT3T uT x 0Rd G MAXIMUM DESIGN LOAD RATING = + 130.6 PSF (FOR SIZES SHOIVN ABOVE OR SMALLER) — 90.0 PSF MTG. STILES WITH REINFORCING OPERATING VENTS CAN. BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED U TE NOT TO EXCEED 12.7 SO. FT. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 31.46 S0. FT. n 72 15/16' 6' MAX. HEAD/SQL CORNERS N � m t2 n FRAME WIDTH (3) ANCHORS AT MTG. STILE ENDS AT 5' 0.C.] 12' MAX. HEAD tl _1L___ y1 D // 6 V 11 % I� __ D_// 11 LJL II I1 II 1 II 1I - _1L___ _ 1--. rr.] .`1• .- 32 11/16' D.L 0P0. 36 9/16' VENT WIDTH 12' MAX. g SILL 32 11/16' O.L OPG. (3) ANCHORS AT ARC" STILE ENDS AT 5' D.C, TYPICAL ELEVATION FLANGE FRAMES WDH FIN ADAPTER THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. • • • • • • • SHUlit HS ARE NOT REQUIRED. • •� • • • • • • • • • • • • • • • • • • •.RODI.OR• ARPROVErb • • as complying with the Florida Bulldin• Cods 1. .611 NOA-No. 16-0617.04 • • • • ApprovaLDat••Q1(19/2O� • • • • • • • • • • By • • Mimi Frogiet Ointrol: • •• • • • • • • •• •• •• •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ATE OF oRtD�'G iO VA0.1;``LN Q 0 i,clo C. 1 drawing no. W16-86 sheet 1 of 11) m • t r MAX. f ' FFRM.1EAWIDM. .. .1, - • -_y • < AT MT0�3) Mestins LEs ENDS y 5. 0.0 ' 1s•. MAX: . HEA4/911" 6ORt1EAS ' • -'AT * -II it Al l " 4" ."I'1HEA0 J ' /, ;I 1`'.� 1- �.. f` :, -- I -T r • a" pop, iLl 5 yl _D_ �' .7 11^ I, • - — // .. ' ./• •' • ^ygEL ML 0*S - MAY -BE d. AP I-eB I1J 32 1l/16j 1 t / °I '•'Y 32 11/16" 1 " - I i�FALS 11,'H(suRFACE URA. ,32 11/16'., SI • -ill.. 'ANOHS1L 2 1 _ -F r D.L DF'G. - - 36a 9/16,•.,.. . + D1 OPG: - - - DL OPG:?,t 36 9/16. 1 n.. A MTG "SALE' A -• AT5 OC, 4c1 `, VENT WIDTH' µ� , ',VENT. WIDTH r1' •. TYPICAL1LFVA7k0N '- TESTED AREA = 110*62/144 = 47.4 SQFT DESIGN AREA = 111*62/144 = 47.8 SQFT DESIGN AREA IS WITHIN 1% OF TESTED AREA. OKAY TO USE. SUBJECT TO APPROVAL BY BUILDING OFFICIAL OF JURISDICTION. 6` MAX. 110' r .MAX. HEAD/SILL CORNERS (3) ANCHORS AT MTG. STILE ENDS \ ' AT 5" 0 FRAME WIDTH 19" MAX. r HEAD O.L OPG. Nm I I L___ '_TT4 II / 1 '0 I� / Q II / G Z , h I 11 4447 IlZ I — n _1L F-- —I u I' II I' II ___J,',' _1L — 'V Irmnrisr.�imino wmnammrumowr (3) ANCHORS AT MTG. SOLE ENDS AT 5" O.C. 110" 32 11/16" D.L OPG. 36 9/16" VENT WIDTH HEAD/SILL CORNERS PRODUCT APPROVED as complying with the Florida Building Cod Now —No. 16-0617.04 Approval Date 01/19/2022 Mla"RD-Ua roduct Control GOj . 8 N > (3) ANCHORS AT MTG. STILE ENDS AT 5" O.C. FRAME WIDTH (3) ANCHORS AT MTG. STILE ENDS AT 5' O.C. 12" MAX. HEAD / i i • II —T----Y-4L4 n / Il6 t __1n_—L_ _1L__ II 1I ' 11 1� I 11 II I' II 6 11 I II II 11 _—_1L—_— r II II 11 I' 11 I' _1___ '_ I 7/ .. 1 32 11/16" D.L OPG. 36 9/16" VENT WIDTH 32 11/16' D.L OPG.. TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER 12' MAX. SILL 32 11/16" D.L. OPO. • 36 9/16" • VENT WIDTH • • • • • • 32 11/16" 11• 4X. SILL 32 11/16" O.L. OPG. DJ OPG. 36 9/16" TYPICAL El EVATION FLANGE FRAMES WITH FLUSH ADAPTER •• • • VENT WIDTH m6 8 MAXIMUM*DESIGN iLOAD RA11NG, +; k5.04IN. )(6. 511091t.Aeo9E OR sMAttER) = •65,0t;f S YTG1 STYLES WITROUT REINFORCING MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF MTG. STILES WITH REINFORCING OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH 1wQd 1.1E7L TO* fCEEG., F0Rid :URNS MAX. • FRAME AREA OF? TO CAMEO i1SIU/FRAME AREA OE'47,36.S3.' • • • • • `t11111111f fft2 pJ,.'. • • • • • • • 8 CENy�c'• :'V '.�i►� 70592 • • • • • • • 1AtA 4 €•2u;7• • • •• • • • • • • • • • • • •• • • • • •• • ••• •• •• • •• • • • tt TE OF •• oreD�•r,,��\ AL11��`. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • ittl‘°)° ot • F, etE AZ" X0 LAS Oton o ti • ag ags!O4 622 LL 8ig $ii 1 -EL200 HORIZONTAL ROWNG Al a.• drawing na. W16-86 sheet 2 of 11 1/8' HEAT STREMO. GLASS .090' Interlayer Butocite PVB BR,'Kuroroy Americo. Inc.' O 090' Interloyer SentryGlom 8y 'Kuroray Americo, Inc.' 0R .090" Interlayer Sallee Clear Md Color Glass By "Eastman Chemical Co.' OR 075" Interlayer Sarlex CP With PET Core 8y 'Eastman Chemical Co.' IIIIr 1/8" HEAT STREN'D. GLASS I SILICONE DOW CORNING 795 DOW CORNING 983 GLASS TYPE '1' 5/16' OVERALL LW. GLASS NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1/8' HEAT STREN'D. GLASS Interlayer Butaeite PVB OR 'Kuroray America, Inc.' .090' Interlayer SentryMos By 'Kuroray America, Inc' OR .090' Interlayer Saflex Clear Md Color Class By 'Eastman Chemical Co.' OR 075' Interlayer Saflex CP With PET Core By 'Eoatmon Chemical Co.' 1/4' HEAT STREN'D. GLASS SIUCONE DOW CORNING 795 DOW CORNING 983 GLASS TYPE `2' 7/16' OVERALL LAM. GLASS GLAZING OPTIONS TEMP. GLASS 3/8' AIR SPACE 1/8' HEAT STREN'D. GLASS ,090' Intel -layer SentryGies By 'Kuroray Americo, Inc.' OR .090' Interlayer Saflex Clear Md Color Glass By 'Eastman Chemical Co: 1/8' HEAT STREN'D. GLASS SIUCONE DOW 795 GLASS TYPE 7/8' OVERALL INSUL LAM. CLASS •• • • • • • • • • • /18' & 3/8" AIR SPACE CO1l91STINR bP• SPACER' 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMBH' AROUND THE PERIMETER OF TH: GI! PERIMETER SEALANT' • • SIUCONE • • • DOW CORNING 791 • • • GE 2000 • • • • A 1%B:NTEMP._ GLASS 5/16`Wit SPACE •4 y 1/8'+HEAT STREN•„CIASS. O75'; Irvteifayyer Sollex.imCP N4fts PET.,Core ey 'taon Cllimlcol hCo: 1/4'LMEAT STRQYD.-.GUISE SILICONE, 4 DOW 795 VI SS TYPE ..21. 7/8' OVERAU;'1NAIL LHM,'CLASS • • • • • •• • •• • •• PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.04 • Approval Date 0144522 • • • • • BY•• • Mialie aiirei • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • A .6. drowing no. W16-86 (sheet 3 of 11 TYPICAL ANCHORS SEE ELEV. FOR SPICING �FOR.Wp1D0WS WITHOUT 3n1,.RRISER UNIT MAX. fiXr(+) LOADS TO 65.0 PSF w,.. �TYPPCAL ANCHORS SEE ELEV.• SPACING EDGE DIST. OPTIONAL TO SWEEP LATCH M6 OPT,ONAL 70 SPRING LATCH PRODUCT APPROVED as somplyln with the Florida Building CCode NOA-No. 16.0617.04 Approval Date 01/19/2022 By Miam a ro ao .on ro WEEPHOLES: Wi = 1-1/2' X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END x y ••• • • • • • •• oo • i70592 FOR YANDOVLS WITHOUT SILL•16ISER TAT MAX. • • • • • • • • 1BY EXT.:) LOTS TO 65. iPSi • • •• W000 BUCK • • • • • • • • • •• • •• •• ••• • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • >�TATE OF O G /1111 y �V 07. 3 6 8 2 FAX. (305) 63g-,5158 0 t 0 0 s drawing no. W16-86 [sheet 4 Ot 11) WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'x.� t :,ha„" i Ysf4dr •• (Fu-1772itS1,:Fn155,RS1):, INT6 2BY' W000" T)(JCKS OR N(00D STRUCTURES 1/2",MIN PENE`T1 AT10N INFO WOOD (HEAD/SILL%JAMBS) RU 1BY BUCKS z11410,(CONC. Ott MA90N/#Y 1 1/4"+MIN. EMBED IN'T0 40NCRETE (HEAD/SILL/JAMBS) 1— 1/4 MIN.'EMBEOIINTMASONRY,i(JAMBS)) DJRECTLY INTO CONCRETE,OR`MA$0Ni1Y - 1/2 4.44.EMBSO INTO"CONCRETE'(kE 4/SILL/JAMBS) f 1/4 �MtN. o :ED IN'FOtMASONRY (JAMBS" 1/4" DIA. TFKS OR SELL DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/6" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICdi FTX DISTANer l�IT0 CONCRETE.ANCliMASONRF = INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Ye - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. I MIAMI-DADE COUNTY APPROVED I� I MUWON & MUWON ANCHORS i N SEE SEPARATE NOA IN I EDGE II II TYPICAL ANCHORS SEE ELEV. FOR SPACING •• •••• •• •• •• •• •• ••• • • •• ••• •• • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT APPROVED as oom Ingg with the Florida Building odi NOA-No. 16-0617.04 Approval Date 01/19/2022 By MIamI- a Product Control JAN i 2 2G1/ = �� 705E2 S :*_ • ••• • ••• ••• •• • • • • • • •� • .• of •,(yam • • • • • • • •S ON •. �; • • • • • • • • • .:- S •••..,,,, ` • • • • • • • • • • 4� S/�A� �� ••• • •• • • • r71i), llli Ll ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0400 • • �I�U 1 -;11 FAX. (305) 638-5158 drawing no. W16-86 (sheet 5 of 11) V I/4'• MAX. SHIM TYPICAL ANCI-ORS SEE ELEV. FOR SPACING La METAL STRUCTURE 6 TYPICAL ANCHORSEE ELEV. FOR SPACNG f :„ „ , • .wirr NO* RE1NFORONC ROLY SEE ELVIS, • - - fsvntoosy-wtoTH lak4mrau • '1 ANCHORS ACING WINDOW WIDTH Aar „4,0.0 SUKT, • • • • • • • • ategfirlittit° Building • / 2 NOA-No. 16-0617.04 • MIAMI-DADE COUNTY /- APPROVED MULLION SEE SEPARATE NOA 1. t Approval Date 01/19/2022 Bak% Produer Cdatrol • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 111 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH HORS INC 5 0 2 0 FAX. (305) 638-5158 tdatc 12-19-16 drawing no. W1 6-86 (!heet 6 of 11 EDGE MST. • EXTERIOR ll rig TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING s •_ F EDGE DIST. -1 ••• • •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA T/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.04 Approval Date 01/19/2022 am � e Product Control By MI l .. ... • . . • . .. • INSTALLATION DETAILS WITH FLUSH FRAME.ApAPTER• ��•� 1 o1i SEE SHEETS 4 & 6 FOR WINDOW DETAILS • • • • • • •' • • •• ••• •• • • • •• • ••• • ••• ••• • • • • • • • • • • • • • • • • • •• • • • • .• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 600 • • • 041111 • • z O b 000 0 mot • a eaR °'°ta :la8a COMP-ANL\W16-66E5. FAX (305) 636-5156 Il im 2 1 drawing no. W16-86 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT SY E.S. WOW. ALT. EXTER ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING /10 TEKS/SELF DRIWNG SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. 110 TEXS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 0.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING aY10 WOOD SCREWS (GRADE 2 CRs) INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1/4" MAX GAP I/2" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. EXTERIOR WINDOW WIDTIT •• • • • • • • • • •• • INSTALLATION DETAILS WITH FIN FRAME AD!1 TET• • • • • • • • SEE SHttib 4 & 6 FOR WINDOW DEJ/ ... • • • • • • • PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.04 Approval Date 01/19/2022 By Mla de Product Control •• • •• •• ••• •• ••JA.l� �d•610 • • • • • • • • • • •• • • • • • •• • •• •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 8 2 w drawing no. W16-86 sheet 8 of 11) • 'ITEM if PART 4 REQD. DESCRIPTION MATERIAL MANF./SOPPLIER/RDOMARES Et ES-E1.104 1 FRAME HEAD 6063-T6 - E2 ES-EL201 1 FRAME SILL 8063-16 - E3 ES-EL202 1 SILL TRACK 6063-T8 - E4 ES-EL102 2 FRAME JAMB (OPERATING) 6083-T8 - E4.1 ES-ELIO1A 2 FRAME JAMB (FIXED) 6063-T6 - E5 ES-EL105 1 INTERLOCK STILE 6063-76 - EB ES-EL106 1 JAMB STILE 6063-T8 - E7 ES-EL107 2 VENT TOP & BOTTOM RAIL 6083-TO - E8 ES-E.108A 1 FIXED MTG. STILE 6063-T6 - E9 ES-EL109 AS ROD. GLAZING BEAD (5/16' LAM. GLASS) 6063-18 - E10 ES-EL11A AS ROD. GLAZING BEAD (7/18' LAM. GLASS) 6063-T6 - E11 ES -ELM AS R00. GLAZING BEAD (WSUL. LAM. GLASS) 6063-T6 - E12 ES-EL112 AS RECTO. FLUSH FRAME ADAPTER 6083-76 - E13 ES-EL115 AS RECD. FLUSH FRAME ADAPTER WITH FIN 6083-TS El ES-E1.114 AS RE00. HEAD SCREW COVER 6063-T6 - E15 E5-2011 AS READ. SILL RISER 6063-T8 - E16 ES-EL220 AS RE00. INTERLOCK STILE STIFFENER 6005-75 - E17 ES-EL221 AS READ. FIX. MTG. S11LE STIFFENER 6005-T5 - E18 ES-EL113A AS REGD. JAMB SCREW COVER 6063-16 - MI ES-5008A AS REOD. GLAZING BEAD BULB SIUCONE DUROMETER 6035 SHORE A 142 60-372A 2/ LITE SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) SIUCONE DUROMETER 8035 SHORE A 1A3 EL100-601 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL. LAM. GLASS) SIUCONE DUROMETER 8035 SHORE A M4 E1100-301 AS REOD. VENT STOP RIGID PVC - M5 W23211NG AS READ. PILE W'STWPPING WITH PLASTIC FIN POLYPROPYLENE - M6 SK08-4010 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH M7 ES-1012 2/ LATCH LATCH SPRING ST. STEEL - MB 51302-XX 2/ VENT SWEEP LATCH - DE CAST ALUM - M9 WA2L 2 WEEP HOLE COVER RIGID PVC - 1410 ES-1000-P1L - LEFT NOTCH CAP NYLON - M11 ES-1000-P1R - RIGHT NOTCH CAP NYLON - M12 WPSA-NI 2 3/4" X 3/4" RE1IC FOAM PAD FOAM - M13 TAR-16019P-A 2 ROLLER POLYAMIOE & ACETAL - M14 TAR-16019P 2 ROLLER HOUSING POLYAMIDE - M15 16 X 1" - FLUSH FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL F14 SUS M16 18 X 1" - FRAME AND VENT ASSEMBLY FASTENERS ST. STEEL PH SUS M17 /B X 3" - FRAME SILL ASSEMBLY FASTENERS ST. STEEL PH 5M5 M16 t6 X 3/4' - SWEEP LATCH FASTENERS 5T. STEEL FN SMS M20 114 X 3/4' - ASSEMBLY FASTENERS FOR FLUSH ADAPTER ST. STEEL PH SMS •• • • • • • • • • •• • • • • • • • •• • • • •• • • • PRODUCT APPROVED a• comp 1ngg with the Florida Building od• NOA-No. 16-0617.04 Approval Date 01/19/2022 By Mla • redact Control • Js4•► 2 2i317,..: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • •• •• •• • • • • •• • - • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• • • • (TILL III( OF SYQPIAL tr, 7�/II1111\\\ 9 0 FAX. (305) 638-5158 drawing no. W16-86 sheet 9 of 11 ' .062 .883 1- 1.187 _r_i l I--.135 1 •633 1-- I I ' I AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SUITE 220 MIAMI, FLORIDA 33173 (MAX. 3538) C TEL (308) 284 3.00 FAX. (305) 2828878 ) Pi Pi 2977 OSO 1.313 .np. 2.812 2. 87 I L 082 TYp, S T.5 .624 .62L- .050 .474 3_ T_1I 05�4 .625 25.L_ .08 4 3 i a. Li 2.347 1.187 O VENT 062 1-i .260 TOP/BOTTOM 1.308 RAIL I ,202 E9 O -.. ® GLAZING. _� .202 BEADS ® .202 1.183 2.148 STILE Et 0 7.187 FRAME FRAME HEAD8JAMB HEAD 1.122 .188 .125 1.025 1.938 -- -I .708 ID INTERLOCK BTILE STIFFENER 1.0. 1.421 1 r87 .062 1.187 1.474 Ns SPRING LOADED LATCH S S13 l ES-EL200 HORIZONTAL ROWNG ALUM. WOW. (LM.I.)1 E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 838-5151 FAX. (305) 838-5158 3.310 .062 7yp. 2.000 1.740 et JAMB �r SCREW 0 040 '°1 1-.277 COVER 1 E5 INTERLOCK. 1.313 STILE I 1.233 .12� ll+l -.I2.685 ` 1.013 71 _ ® FIX. MTG. .826 STILE - STIFFENER� 2.049---1 OFRAME 2.917 SILL .165 1.407 1.187 068 ILJ00 .048 040 062 31 .308 L2.500 � .625 ® HEAD SCREW COVER 0 . FIXED .082 TIP 1.374 MTG. STILE O .250 I 312 rl I-{ hhh------1.387-i SILL, TRACK by •escrip ion 1% C tAQ( THIS SHEET ® SILL RISER APPROVED L 2.857 .045 -1 C 4 6 p "61 PRODUCT as complying with the Florida Building Coda NOA-No. 16-0617.04 -1.719 2814 2.313 Approval Date 01 /19/2022 T �1. I -2.780--1 IDFLUSHFLUSH FRAME ADAPTER Miam • • • •• ••AA••C 2D7 • • •;• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • a roduet Control \.1111 77 NOP..j,'',� � f*I:T) • �• i A. OF FZORiDR.: �i S •••••, toll.. • '.. �� i S'QNAL , o`er 774111i11tt\t jsheet 2.917 M050 . 2.987• 1.187 2.917 062 TYP. 3.141 to `°' o o _ o= a= -•-1.428 1.500 .063 e . i t ^4 � .SOO 1--2780 1yliy�l�yi17 fi23 --I .875 I{- E4 FRAME O JAMB OPERATING ) -1.625 F-1.562I 4.1 FRAME JAMB(FIXED)• - drawing no. t�� C 11' �i-�V ® FLUSH FRAME ADAPTER WITH FIN 10 Or 11) •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VENT TOP & BOTTOM CORNER FIX. MTG. RAIL CORNER FRAME TOP CORNER FRAME BO170M CORNER FLUSH FRAME ADAPTER CORNER FIN FRAME ADAPTER CORNER •• • • • • • • • • •• • :i7 sr `•. ��a`1• 'By ret•oi Gomm• • • • • • • • • • • • •• • • • • • •• • •• •• •• T•• w •• — • • • • PRODUCT AI'PRO1IED• • • • • •soptyPh %f t.-0the od0• • • • • • lm • 9,Ildl qd NOA-No. 16617.04 Approval Data 01/19/2022 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • a?" DRIDr •' � �PdALi FAX. (3Q5) 638-5I58 drawing no. W16-86 sheet 11 of 11 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} ES Windows, LLC 3550 NW 49th 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 CouV JR- Product Control Section to be used in Miami -Dade County and other areas where altwejl'by the'Authority Having Jurisdiction (AHJ). • ' • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade C inn:Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Cottyl reservg the right to have this product or material tested for quality assurance purposes. If this prodiicLgr• tnateri'It fits° to perform in the accepted manner, the manufacturer will incur the expense of such tesliag.and the MITI tray immediately revoke, modify, or suspend the use of such product or material within Chair iiiixsdictiow �RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade CcrrtyProduct Control Section that this product or material fails to meet the requirements of the applicable building Code. • • This product is approved as described herein, and has been designed to comply with the TJorida'Building Code, including the High Velocity Hurricane Zone. DESCRIPTION;Series-"EL-150':` " . Alumuum'l+�ced Wiridow'-.L°.MI.. APPROVAL DOCUMENT: Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.1)", sheets 1 through 9 of 9, dated 11/13/16, with revision A dated 05/12/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA S.A., series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m is midade.gov/ee onomv u.) `NOA No 164617.05` Expiration= Date . May 18 1022, 'Approval Date:, May:18 2017'' paged' ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-70, titled ` ES -EL 150 Fixed Aluminum Wdw. (L.M.I)", sheets 1 through 9 of 9, dated 11/13/16, with revision A dated 05/12/17, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E.,. • B. TESTS • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •.••: • • 2) Uniform Static Air Pressure Test, Loading petfte, TAS'202-94 3) Water Resistance Test, per FBC, TAS 202-94' • • . prepared by Blackwater Testing, Inc., Test Report No. BSW-16-004, •dated • 1 J 11/14/2016, with addendum/clarification dated 05/12/2017, boil/sired and S4leti by • • Constantin Bortes, P.E. . • •• • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201:94• • . • 2) Cyclic Wind Pressure Loading per FBC, TAS'2Q3-1 • • • • • • along with marked -up drawings and installation diagram of aluminum fixed wriicTow, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-012, dated 05/10/2017, signed and sealed by Constantin Bortes, P.E. along with marked -up drawings and installation diagram of alumpatfi fixe 'Mlitlow, C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 11/16/2016 and revised on 12/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. Jorge M. Plasencia, P. E. oduct Control Unit Supervisor NOA No. 16-0617.05 Expiration Date: May 18, 2022 Approval Date: May 18, 2017 E-2 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continued) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayere.with, ••. PET Core" dated 06/19/14, expiring on 11/11/18. • • •• 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemioal.Compa WA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06119)414, expiring on • • 04/14/18. •••• . .... • F. STATEMENTS • • • • . • •• • •. 1. Statement letter of conformance, complying with F,.13c 5. ''Ed s*' Oi4); and of no financial interest, dated 11/16/2016, prepared by ar.iporation,stgail and sealed by Javad Abmad, P.E. ' • • G. OTHERS 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (CI Energia Solar SA) and by Evelyn Daes (ES Windows). 2. Statement letter of no fmancial interest, dated 11/22/2016, prepared by Blackwater Testing, Inc., signed by Dennis Duffy. 3. Test proposal # 16-1476, approved by RER, dated 12/16/2016. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 16-0617.05 Expiration Date: May 18, 2022 Approval Date: May 18, 2017 E-3 . • • • 48"' WINDOWWIDTH 44.78". ..8"( MAX .+ HEAD/SILL' CORNERS FALSE MUNUNS (SURFACE APP11ED) "'a MAYBE UST v TYPICAL LEV ON FLAItCE AA'hirEE, ES—EL150 FIXED ALUMINUM WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED 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. 6" MAX. HEAD/SILL CORNERS 48" WINDOW WIDTH 44 7/8 31 7F 1 I 1 1 %/ 3F-=" 41 TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMON) 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. 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 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 RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NO7 SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 8" MAX. HEAD/SILL CORNERS WINDOW WIDTH 44 7/8" D.L OPG. 12" MAX. HEAD SILL a O J 0 %/ 1! 41- 31 3F--' TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER DAYLITE OPENINGS: D.LO. HEIGHT = WINDOW HEIGHT - 3.125" D.LO. WIDTH = WINDOW WIDTH - 3.125" THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • •• • • • • • • • • •• • • • • • • • • • • • PRODUCT AP�/ED • • • • • • •a complying with a Flomi Building Code ,11{ 1 i. GSiii NOA-Na. 16-0617.05 Approval Date 05/1842:17 • • • • By f • • • • Miami-oa rosat Co rol • • • • • • • •• • •• • • • • •• • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • 111111 i OF • RIDP. Er II11�11% EL COMP-ANL\W1B drawing no. W16-70 (sheet 1 of 9 1/8" HEAT STREN'D. GLASS .090" Intertoyer Trosifol PVB By 'Kuroray America, Inc.' OR .090" InLedoyer SentryGlae By 'Kuraroy America, Inc.' 0R .090" Interayer Sofks Clear Md Color Gass By 'Eastman Chemical Co.' OR .075" Intedayer Sofex CP With PET Core 'Eastman Chemlcol Co.' 1/4" HEAT STREN'D. GRASS SILICONE DOW CORNING 795 DOW CORNING 983 DOW CORNING INSTANT GLAZE III AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS '1/8" .TENP,:GIASS 6/16s-rNR SPACE 0 • •�,1/8" NEATNC1REN O. CLASS ' , t 8 .094 Inteda .Troeifol PYR By o'K roroy Americo Inc,' 090Yd/ tailayer ',SeatrYGTaa + iBi' KuraraYrAmarIco; Ina.i 0R ' `090" Intsdayer Sallex•ClearMd'Color pass ,By. 'Eaatrnoa .Chemical, Co.' OR 075",Interioysr, Saffex' OP `With PET<Oon, By 'Eastman;Chemirol8Ca" 1/4". HS. ,9U55 SIUCONE_ ,. DOW*CORNING 795 OOW'CORNING%983' 't0ow CORNING INSTANT:CtA2'E:11 41 �yy AT 1/4 FONTSAAt1:' SIZES' r GLASS TYirB "Ai' 7/8j' OVERALL--;NSUL.iUM: cuss GLAZING OPTIONS 5 5/32" TEMP. GLASS 5/16" AIR SPACE 5/32" HEAT STREN'D. GLASS 090" Intedayer Trosifol PVB By 'Kuroroy America, Inc.' OR 090" Intedayer SentryGlos By Kuraray America, Inc.' OR .090" Intedayer Sofiex Clear Md Color Class By 'Eastman Chemlcol Ca.' OR .075" Interloyer Sofiex CP Wdh PET Core By 'Eastman Chemical Co.' 5/32" HEAT STREN'D. GLASS \IS" HEAT STREN'0. GLASS .090" Intedayer Trosifol PVB By 'Kuraray America, Inc.' OR .090" Intedayer SentryGlas By 'Kuraray Americo, Inc.' OR .090" lnterlayer Sofles Gear Md Color Glass By 'Eastman Chemical Co.' 0R .075" Intedayer Sanas CP With PET Core 'Eastman Chemicd Co.' 3/16" HEAT STREN'D, GLASS SILICONE DOW CORNING 795 DOW CORNING 983 DOW CORNING INSTANT GLAZE I6 AT 1/4 POINTS ON UTES WIDER THAN 38" ONLY GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS SIUCONE DOW CORNING 795 DOW CORNING 983 DOW CORNING INSTANT GLAZE III AT 1/4 POINTS ALL SIZES GLASS TYPE 'Di' 7/8" OVERALL INSUL. LAM. GLASS PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.05 Approval Date 05/18/2017 By Min uc on rl—or 5/16" AIR SPACE CONSISTING OF; SPACER' 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT' SILICONE DOW CORNING 791 GE 2000 •• ••• • • • • • •• • • • • • •• • • • • •• • • •• N 0' 0 •• ••a>rAv•JM1,10SL • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • •• .. u • rI/ limit • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • INUM WOW. (L.M.I.) ES-EL150 FIXED AL FAX. (305) 638-5158 "; 00 ail 2 • • E drawing no, W16-70 (sheet 2 of 9) Dtmat � LOAD",CAPAC rt,, ortss TYP1t3 W "1 GLASS TYPE DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES '8', 'Al', 'DP GLOSS TYPE �3b 36" 42' 48' 54' 60" 30" 36" 42` 48" 54` 80" iEXTAW 451 1800 4' 80.0 ANT;(-) EXT.(+) 60.0 'ANT,(-) 80,0 60.0 80.0 B0.0 80.0 80.0 60.0 88.6 WIDTH 30" 36' 42" HEIGHT 102" EXT.(+) 80.0 1 4T.(-) 80.0 ExT.(+) 60.0 ANT.(-) 80.0 80.0 80.0 80.0 72.9 80.0 80.0 60.0 64.8 80.0 80.0 60.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 60.0 30" 36' 42' 108" 80.0 80.0 60.0 80.0 80.0 80.0 50.0 72.0 80.0 80.0 60.0 63.8 54' 80.0 80.0 50.0 80.0 80.0 80.0 60.0 80.0 30" 36' 114' 80.0 80.0 80.0 80.0 130.0 80.0 60.0 71.3 80.0 80.0 60.0 68.6 80.0 80.0 80.0 60.0 30" 36" 120' 80.o 80.0 60.0 80.0 80.0 80.0 60.0 70.8 71.1 71.1 53.3 53.3 71.1 71.1 53.3 53.3 30' 36" 42' 48" 54" 60" 60' 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 88.8 80.0 80.0 80.0 80.0 71.1 71.1 53.3 53.3 64.0 84.0 48.0 48.0 30" 38' 42' 48" 54' 60' 88' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53,3 53.3 64.0 64.0 48.0 48.0 30' 36' 42" 48' 54' 60" 72' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 84.0 64.0 48.0 48.0 30' 36' 42" 48' 54' 78" 80.0 B0.0 60.0 80.0 80.0 B0.0 60.0 78.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 30" 38' 42' 48' 54' 84" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 76.4 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 30" 36" 42" 48" 90" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 75.0 80.0 80.0 60.0 67.1 80.0 80.0 60.0 60.0 30" 36" 42' 48" 96' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 73.8 80.0 80.0 80.0 65.8 80.0 80.0 60.0 60.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES '8', 'A1', 'Di' GLASS TYPE 'A' WIDTH HEIGHT EM.(+) INT.(-) 827(+) ANT.(-) 19-1/8" 26-1/2' 37' 48' 53-1/8" 26" 80.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.D 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 19-1/6" 26-1/2' 37" 48" 53-1/8" 38-3/8' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 77.8 80.0 80.0 60.0 75.0 80.0 80.0 60.0 75.0 19-1/8" 26-1/2' 37` 48" 53-1/8" 50-5/8" 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 80.0 75.9 75.9 56.9 56.9 19-1/8' 26-1/2" 37' 48' 53-1/8" 58" 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 19-1/8" 28-1/2' 37' 48' 53-1/5" 63" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77,8 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 19-1/8" 26-1/2' 37" 48' 53-1/8" 76' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.2 80.0 80.0 80.0 60.0 72.3 72.3 54.2 54.2 w 1 WINDOW 1 -FI 0 LL 0 3 WINDOW w10T'H 1 -L _L1 J 3 WINDOW WIDTH 3 WINDOW WIDTH PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.05 Approval Date 05/18/2017 By / M1aml-a roduet Control WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). •• ••• • • • • • •• IAl llll ll 11j7j • •.� N • • om * • • • • • • • • • • • • P10TE; • • • • • WIDTH AN0 LENGTH DIMENSIONS CAN BE ORIENTE• • • • • • • VERTICALLY OR HORIZONTALLY AS SHOWN ABOV` • • • • • •JA • • • • • TEOF '•: • A�77�T'twFALE`` AA� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • m,.0 o el Lu ,1, Se FAX. (305) 638-5158 a 5 drawing 00. W16-70 sheet 3 of 9 rW000 BUCK, • $s. .o 1 a r's • , • ; • I'.!• . :doe -? ‘rillSYIEEVEV. APIH°RS FOR SPACING' ,414 EDGE MST ilimm Him mcif TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCEIORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. MIRMIL MIAMI—DADE COUNTY APPROVED I MUWON & MUWON ANCHORS SEE SEPARATE NOA s I I I TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE ELEV. FOR SPACING (1Eu...125 est. mem 1T) ' to•rok KSL7F7w1,45 IC,S0 • r 0-'2EY;WOOD •BUCNS OR, WOOD S1RUCtUftES -112; 18N.'PINET NATiON letp !A/0004 (IIIEil0261J_PAMES) RU itBUCKS INTO CONC.40R MASONRY, ro rt.11/47 MIN. iEMBED !tom coveRETE. to-tEAOsta.Ammesr 1-1/47 1,:er.111.49,te0 INTO ,!,t!s0.14Fty. (JAMBS); !DIRECTLY INTO CONCRETE OR,MAS*ONRY r172".MIN:elEMBED INTe'abirIONETE (HEAD/SILL/JAMBS) 1_1/S. INTO...MASONRY-s( 1 /4 DIA. TEKS OR SFI F DRILLING SCRFWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (NEAo/siLL/JAmes) ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STF_EL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • CONCRETE D )11ASONFO ."2" MIN lAttrV8IrtNitttfIlett"T4-13 INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD. SILL OR JAMBS SC w 0.56 MIN. CONCRETE AT HEAD. SILL OR JAMBS Fe 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rm w 2000 PSI MIN. • • • • • • • • • • • • • • • OOOOOO • . PRODUCT APPROVIND • as complyhm with the Florida Building Code NOA-No. 16-0617.05 Approval Date 1 e Fiijauc • • • • • • • • • • • • • • • • • • • • • • • • • • • • 17 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -J 0 IJJ co • FAX. (305) 638-5158 5 drawing no. W16-70 sheet 4 of 9 ) TYP SEE 1. SEE ELEV. FOR SPACING MIAMI-DACE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH I/4" MAX. SHPAS tat_ rr� 1BY W000 BUCKS l/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE • • • • • • • • • • • • • . L •i' • . • • •. • • •l . •• • • •• •• ••• . .. •plipplici. wi pd D• • ... •s complying th the Florida Building Code NOA-No. 16-0617.05 • • Appror•1• Dote• 05/18/2017 •• ••• i•: . • • mi dad 4. uct Lantro` : • • • •• • •• •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING my,�U Z QtRp v8g Z N OfEgie Zgg�'d QE 1 z z N W 1G 0 0 FAIL (305) 638-5156 off` ns ve$ fi drawing no. W16-70 sheet 5 o1 9 ) a 0 Cr) ALT. EDGE DIST. TYPICAL ANCHORS SEE ELEV. • FOR SPACING TYPICAL ANCHORS SEE ELEV. CFOR SPACING vS EDGE DIST. 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING I/4. MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 8 ALT. PRODUCT APPROVED as complying with the Florida Building Coda NDA-No. 16.0617.05 Approval Date 05/18/2017 By MiamFD duct Control WINDOW WIDTH •• ••• • • • • • •• • lVt 'c 'r.:141 • • • • • .• •.. •. • . . •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS SEE SHEETS 4 & 5 FOR WINDOW DETAILS • ••• • ••• ••• ••• • • • • • • • • • • • • • • • . . •• • . • • • .... • • .• • .• • • u. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NAL wst�‘`` u Z RA, o o°RCS izo 8M2 oo.bwR 412(1 Z J X 0 8 FM (305) 638-5158 drawing no. W16-70 sheet 6 of 9 ILLUSTRATIVE OTLS. ONLY EXT. OR INT. FINISHES NOT BY ES. WOW. ALT. 0 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING #10 TEKS/SELF DRILLINC SCREWS AT 6 FROM ENDS AND 12 D.C. MAX. #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 0.C. MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 910 WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD GAP 1/2" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. #10 TEKS/SELF DRILUNC SCREWS AT 6 FROM ENDS AND 12 0.C. MAX. EXTERIOR WINDOW WIDTH •• ••• • • • • • •• • • • • • •• ••• •• t�patiCTAPOROVEp • • • • •6uitdinglVtit(1 th�Frorida INSTALLATION DETAILS WITH FIN FRAME ADAPTERS NOA-No.Caf 16-0617.05 SEE SHEETS 4 8 5 FOR WINOOW DETAILS Approval Dat• 05/18/2017 • •••• •ey • •• ••• • • • MSarn roduo Control • . . • • • • • • • • • • • •• • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v Art; (1t11 M4`U ES-EL150 FIXED ALU k FM. (305) 638-5158 drawing no. W16-70 (sheet 7 of 9 .937 1.562 2.917 FRAME 1 1.°4° d77 6L70- II OFRAME SCREW COVER 2.857 .045 .500 2.780 ES FLUSH FRAME ADAPTER - 9 —F .625 — 1.428-1 1.500 L .500 E6 FLUSH FRAME ADAPTER WITH FIN .625 .05O .974 .202 .519 �r5 1 .62, S 050 ..974 i I .062 .974 �I 202 F-.2O2 4 O I E4 GLAZING BEADS ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./9UPPUER/REMARXS E1 ES-EL151 I FRAME 6063-T6 - E2 ES-EL152 AS REQO. FRAME SCREW COVER 6O83-78 - E3 ES-EL1O9 AS ROD. GLAZ5IG BEAD (5/16' IAA. GLASS) 6083-76 - E4 ES-EL111 AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T8 - E5 ES-EL112 AS READ. FLUSH FRAME ADAPTER 6063-T6 - E6 ES-EL115 AS REDO. FLUSH FRAME ADAPTER WITH FIN 6063-T6 - E7 ES-EL11O AS ROO. GLAZING BEAD (7/16- WA. GLASS) 6063-76 - 1.11 18 X 1' - FRAME ASSEMBLY FASTENERS 5T. STEEL PH 5MS 1,12 ES-50O8A AS REQO. GLAZING BEAD BULB SIUCONE OUROMETER 6O±5 SHORE A M3 80-372A 2/ LITE SETTING BLOCK AT 1/4 PO1NT5 (LAM. GLASS) SIUCONE DUROMETER 60±5 SHORE A M4 EL100-801 2/ UTE SETTING BLOCK AT 1/4 POINTS (INSUL LAM. CLASS) SILICONE DUROMETER 8O±5 SHORE A M5 j18 X 1' - FLUSH/FIN FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SUS •• • • • • • • • • •• • • • • • • ,.•_� • • • • driptu luilR •• • • •.. as coTnplyIn wl the tla Building Cod• NOA-No. 16-0617.05 Approval Date 05/18/2017 • • • • • • •• • • g� • • • • • at T• ue • • • • • •• • • • • •_-__ • • • ••• • •••• • o• FAX. (305) 638-5158 foIIU ZPg 4L▪ i 1 opiN N gt h Olgo a1• N� Q ▪ 6S1f 0 J ALUMINUM WD 0 3< 0 J W 16 drawing no. W16-70 sheet 8 of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS WELDED JOINTS FLUSH FRAME ADAPTER CORNER FIN FRAME ADAPTER CORNER •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • PROOIUCT•IPPROVEd • as mamplyMy with the Florida Building Code MDA-No. 16.0617.05 • • • • Apprava' Bata 5f18/3417 • • • • • • • • • • • BY • • • • • dle a u on • • •• • •• •• •• u• • •• • • • ••• • • • • ••• • • • 0 • • • • • • • • • • • • • . • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y FAX. (305) 638-5158 drawing no. W16-70 (sheet 9 of 9j DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows, LLC 3550 NW 49th Street Miami, FL 33142 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing •the Ilse of QittMittion materials. The documentation submitted has been reviewed and accepted by Mial4j a4e County RER - Product Control Section to be used in Miami Dade County and other areas where ails ad, by thV• ufiority Having Jurisdiction (AHJ). • . This NOA shall not be valid after the expiration date stated below. The Mia ni-Dade•aturtty ProdpgtQ ttrol • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cdtn tq) reser8e the right . to have this product or material tested for quality assurance purposes. If this prodddt•dt:matesif i�ls to perform in the accepted manner, the manufacturer will incur the expense of such testa:find the •AIpJmay immediately revoke, modify, or suspend the use of such product or material within peir jttrisdiclion..RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prod 't•CEntrol . . Section that this product or material fails to meet the requirements of the applicable bhi1enggcode.... . • . • This product is approved as described herein, and has been designed to comply with the Florida Building Code ,including,the_H gh_Velocityllurricane.2one. DESCRIPTION Sei ies "ET 400' ^Alumiuiun SIidin GIass Door, 17 L:1VI I r APPi2OAtbOCUMENT: Drawing No. W16-73, titled "ES-EL400 Alum. Sliding Glass Door (L.M.L)" sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Baranquifla, Columbia, S.A., series, and the 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. . .• • t'1 NOANo..16-0617.02 Ezpiratlon ,Date ;July20,•2022 Approvval Date.' July20 2017= 'age 1: . .• ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 Alum.Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • • •• • B. TESTS • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • ••• 2) Uniform Static Air Pressure Test, Loading pe;VAC, TAS 202,-94 • • 3) Water Resistance Test, per FBC, TAS 202-94•• • •• • • • 4) Forced Entry Test, per FBC, and TAS 202-94 • • • • •; •. 6) Large Missile Impact Test per FBC, TAS 201'94 7) Cyclic Wind Pressure Loading per FBC, TA 203- 4 along with marked -up drawings and installation diagram of an aluminum sliding glass • door, prepared by Blackwater Testing, Inc., Test Report No. BT'-+l \ -17-0099 jl4ed • 06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarificatib$ issued on 07/13/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 06/20/17 and revised on 07/13/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glass® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. —� Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E-1 • • • • • ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying wi FBC=5th Edition,(2O14 and FBC-6"' Edition (2017) dated 07/12/17, issued by Al-Farooq Y oorpo ration, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of no financial interest, dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 5. Proposal No. 16-1478 issued by the Product Control Section, dated 11/17/16,• si• • •�gied by Ishaq Chanda, P.E. • E-2 • • • •• • •.• • • • .• • • •.•. • • • • • ••.• • .••. • . • • • •• •• w• • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • } Jorge M. Plasencia, P.E. Procjdct Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 DAYLITE OPENING WIDTH: PANEL WIDTH - 5.688" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 5.813" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUT ILK, ARE NOT REQUIRED. SERIES ES-EL400 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT 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 UMRED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECENING 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 POCKET JAMB ANCHORS INSTRUCTIONS. • USE CHARTS AS FOLLOWS• STEP 1 HEADY CORNERS ,TYP. ADDL- .PAIR ;95 3/6' SHEET Ft,R'oUANRIY h:CAPACRY 2 TRACK. ' FRAME_HEAD-... DOOR FRAME,WDTH ge4 a FALSE MUNT1N_ FALSE 42 h/2 O.L OPO. 46 3/16' PANEL WIDTH. ,42 1/2Z .. D.L OPO. Fe 48 3/16 PANELLWIDTH.. 8'. MAX. 14 LOCK+ENDS 1g4 OF'4. OR 6 .2 TRACK FRAME JAMB 4 TRACK FRAME SILL, laLI 24 • • • • • . • • • • 1y • •O • • ems 15' MAX. 8"... "'CLUSTER OF'4' SILL • •• • • • DETERMINE DESIGN WINO LDAD liAEQIjIREAENT•BASZD • • ON WIND VELOCITY, BLOG. GHT, I ONE • • • USING APPUCABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5 FOR THE REINFORCING OPTION USED. STEP USING CHARTS ON SHEETS S ANCHO • • • WRH DESIGN RATING MORI, THAN•DESIGN LOq .. IFIEQ IN STEP 1 ABOVE. • • • • • • srP 5 THE LOWEST VALUE T LTING F 0 STEPS 2 AND 3 • • SHALL APPLY TO E SYSTEM! • • • • • • • • • • • • WIODUCT APPROVED as complying with the Florida Building Cod NOA-No. 16.0817.02 • •• AppRIOData 07/20/2017 • By •/ • • :Ham i••QQDDD . roduet Control • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0100 • • • 000 • • � -. ENSm "•.YJ 'ATEOF �•tt/`� ioNAL 03 emu, En FAX. (305) 638-5158 0 vo N 0 c ff drawing no. W16-73 (sheet 1 of 23) m W POCKET JAMB ANCHORS OPTIONAL 6" MAX. HEAD CORNERS 15' MAX HEAD TYP. 3' ADDL PAIR HEAD ANCHORS AT INTERLOCK/ASTRAGAL ENDS CLUSTER OF 40R8 SEE SHEET 6 FOR QUANTITY k CAPACITY 189' . I FAME r � FRAME HEAD P e. TYP. DOOR FRAME WIDTH DOOR FRAME HEIGHT Ed D.L OPG. ^ f*1 1...1. 11 ; _L11 ==='-- O // II // 1� u _ ===_L __ II _ I, II 1 II Il II I� II I, // // t• I FALSE MUNRN 6' MAX. SILL CORNERS 42 1/2- D.L OPG. 48 3/16" PANEL MATH 42 1/2' D.L. OPG. 48 3/16" PANEL WIDTH 15' MAX. SILL 6' TYP. SILL ANCHORS AT INTERLOCK/ASTRAGAL ENDS CLUSTER OF 4 1 13/16 II MIN. mE 2 TRACK FRAME JAMB 2 TRACK FRAME SILL •• ••• • • • • • •• TYPICAL ELEVATION • ox—xo • • • • • • • • • • • • • • • •PftbDUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.02 ••• App•ro••val Date 07/20/2017 • • • • • • • • • • • • • • By • • • • • • • Mla s roduct Control • • • •• • • • • • •• • •• •• •• • • • • •• • • • q fit\l l I I u 14.4; ; 0VAL 'rrnnnllt COMP-ANl\W16 3 0 N i3 m FAX. (305) 638-5158 drawing no. W16-73 sheet 2 of 23 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • 6' MAX. HEAD CORNERS 15' MAX. HEAD Z iYP. 3' ADDL PAIR HEAD ANCHORS AT INTERLOCK/ASTRAGAL ENDS CLUSTER OF 4 0R 6 SEE SHEET 6 FOR QUANTITY k CAPACITY 279 9/16' O DOOR FRAME WIDTH 0 0 O • 1 POCKET JAMB FALSE MUNTIN ANCHORS OPTIONAL 42 1/2- D.L OPG, 48 3/16' 42 1/2' D.L OPG. 48 3/10' PANEL WIDTH PANEL WIDTH o 6 MAX. SILL CORNERS 15' MAX. SILL TYP. SILL ANCHORS AT INTERLOCK/ASTRAGAL ENDS CLUSTER OF 4 TYPICAL ELEVASI84 • • • • • • • • • • oxx—xxo• . • • • • • • • • • • • • • • • • • 1F+RODUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.02 • • •••••• • •••• •.•• AfIno alDate 07/20/2017 • • • • • • � • • • • • • • • • • • • • Mia• Prodeet Control • • • • •• • • • 3 TR FRAMEE HEAD 2 3/6' MIN. • 1--L 3 TRACK FRAME JAMS 3 TRACK FRAME SILL + J i 21317 z ' {n{pp o r R F N cc N OO O g isigi War o3 0 o o uT tti OiW�4f 8 o pOo ft O Right 1400 ALUM SUDINC CLAS W 0 U Y • FAX. (305) 636-5156 1 drawing no. W16-73 sheet 3 of 23 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 6' MAX. HEAD CORNERS POCKET JAMB ANCHORS 6' MAX. SILL CORNERS 15- MAX. HEAD 6' TYP. 3' ADOL PAIR HEAD ANCHORS AT INTERLOCK/ASTRAGAL ENDS CLUSTER OF 4 0R 6 SEE SHEET 6 FOR QUANTITY It CAPACITY N. 370' DOOR FRAME WIDTH l I, =i1===—L' DOOR FRAME HEIGHT Q 106 3/4. D.L OPG. II II 11 II 11 II D I ===m=irL-- j II /• II ny u c I.:/. C. D II n II 11 u u u u n �1 — u n O o II II it 42 1/2' D.L OPG. 48 3/16' U 42 1/2' 0.L OPG. 48 3/16' PANEL WIDTH PANEL WIDTH 15" MAX. SILL TYP. • SILL ANCHORS AT INTERLOCK/ASTRAGAL ENDS CLUSTER OF 4 •• • • • • • • • • •• TYPICAL ELEVATION oxxx-xxxb• •• • • •• ••• •• • • • •• JUL 2i117 PRODUCT APPROVED as complying with the Florida Building Cod• NOA-No. 16-0617.02 • • • • • • • • ••• •• • • • • • • Appr• oval Date 07/20/2017 • • • • • • BY • • • • •• • • • • • • • • • • • Ii1�pi-i roduet Control • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • r4 TRACK FRAME HE AD 2 15/16- MIN. t y I + I 4 TRACK FRAME JAMB t4 TRACK FRAME SILL FAX. (305) 638-5158 N 8 1 4 6 drawing no. W16-73 sheet 4 of 23) 5) AVERAGE1 PAIIEL 30 y .36 •., 42 1 47-1/4 i 48 54 60 GN LOAp CAPACITY tIPSP' Wok FaAe 82. INTERLOCK & ASTRAGAL TrIL6S 'WITHOUT REINF. .INTERLOCK•& ASTRAGAL..STD.ES VTR FEINF.'4'. E10.(+) 60.0 IM.(-) 60.0 E1CT,(4;)a 80.0 INF.(-) 80.0 60.0 60.0 0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 59.1 59.1 78.8 76.8 52.5 52.5 70.0 70.0 47.3 47.3 30 36 42 47-1/4 48 54 e0 84 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 59.1 59.1 78.8 78.8 52.5 52.5 70.0 70.0 47.3 47.3 30 36 42 47-1/4 48 54 90 60.0 60.0 60.0 eo.0 60.0 80.0 60.0 80.0 60.0 60.0 80.0 60.0 60.0 60.0 80.0 80.0 59.1 59.1 75.8 78.8 52.5 52.5 30 36 42 47-1/4 48 96 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 50.0 60.0 60.0 80.0 80.0 59.1 59.1 30 36 42 47-1/4 48 102 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 59.1 59.1 30 36 42 47-1/4 108 60.0 60.0 60.0 60.0 60.0 60.0 ASTRAGAL 7/1 V/0 E&N . 60.0 60.0 AVERAGE PANEL WIDTH - DOOR FRAME WIDTH NUMBER OF PANELS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS REQUIRED. ffi 3/16" HEAT STREN'D. GLASS 090" Interloper Trosifol PVB By Kuroray America. OR 090' lnteriayer SentryGlas By •Kuraroy America, Inc.' OR 090' Inter -toyer Sofex Clear And Color Close 'Eostman Chemical Co.' OR 075" Interlayer SeOes CP With PET Core By 'Eastman Chemical Co' 3/16' HEAT STREN'D. GLASS GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS NOTE FOR SENTRYGLAS INTERLAYER OMIT MAX. D.L.O. AREA TO 25.7 50. FT. 5 a 3!yi v 3/16 TO- AP. . GIASSE '3/8"'AIR ',$PACE 3/16" HEAT1STREH'D..CLA5S, 0n%r aye i Trvadol PIS By 'Kuraray Agteneo. lne.. '8 y as -. ByB"Kuraray Amar)aa: Inc.' I 090' 6nterlayer .c . 1 S9Be9 CMoi Md�,Color.Gbu. Eastman; Chemical4Ca.' 0 5',lntfidoyer SaRAx wCPtWit}i PE)p Con By 'Eastmari:Chefl wlsC0.'J 3/1171HEAT,STREN'D",GtAS GLABB`T1P13•'A1' r " - T• GLASS NOTE;'• FOR SENTRYGLAS INTERLAYER AND' SALEX'CP. NTERLAYER. LIMIT MAX.!D.L.O..AREA"-TO '25.7 SO 'FT. GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM401300.G9 E3 GEC. GUSTSI • AND FLORIDA ILDING CEMAqE !SSN• • • • DECLARATORY iiTEMEI' :./CgOs:DET- 019• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• SEE CHART ABOVE F D GN LOAD CAPACITY OF DESIRED GLASS SIZE ND�li4FORCI �G PES • • • • • SEE CHART ON SHipP 6 FeR HEAD ANCHOR CAPACITY. • • LOWER DESIGN PRESSURES 'FROM DESICI• ILO •^,,,I • OR HEAD ANCHOR 'MART WILL APPLY•" ENTIVTSYSTEM. � - • 3/B" AIR SPACE CONSISTING 0F: SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'UNCERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT. SIUCONE DOW CORNING 791 GE 2000 PRODUCT APPROVED a• complying with the Florida Building Code NA No. 16-0617.02 Ag• rroval Date 07/20/2017 • sy Mp�r-D a Product control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • nil `````111111I �J Fatsie' p �. .70592 111/1111 1 �yu l, 8 FAX. (305) 638-5158 MI 4 4 drawing no. W16-73 (sheet 5 of 23 PSF " a-- r..... . L ...... -.? HEED A TCHpielppii-CAPAt3SY_ -' 4 '060,6E PNid. n8Dni 7. .f ' DOOR, TR41E ev, 4004T t�JIN#S I _ ' " _ 'AN0H0R TYPES �8 4,19' ,-� _. �3/8' ANCHOR TYPE •0• 2/4 `5460..z MAX. SHIM 02. MAX. r-- 5/e'• MAX SHIM 4 11405013 t if AOC. .t Sin INDS , 4 ANCHORS AT an. STIR ENDS 6 INCISORS AT 1D6. STIR 8508 4 ANCH6RS AT MTG. ETHE ENDS 6 ANCISOIS IT Y'I'C. STILE ENDS 4 ANOLOPS AT RTC. STILE ENDS 6 IRC8o88 AT ETC. SIDE INDS - , jIXr.'(4) - De. (+) INT. (-1 EXT. (4) Itor. (-) EXT. (+) NIT. (-) DT. (4) INT. (-) EEL (4) INT. (-) DT (+) INr. (-) 30 4 . +'82 ' ' .4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 'l'"'"3B,"t i_ ''80.0'' S 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.3 80.0 80.0 80.0 42 47-1/4 48 54 80 80.0 80.0 80.0 69.8 80.0 80.0 80.0 80.0 80.0 80.0 68.5 80.0 80.0 80.0 [ 80.0 78.3 80.E 80.9 80.0 72.7 80.0 80.0 70.5 80.0 54.8 73.1 65.4 80.0 30 36 42 47-1/4 48 54 60 ,,.,,, . ... 84 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 78.5 80.0 80.0 80.0 80.0 80.0 80.0 68.0 80.0 80.0 80.0 80.0 80.0 80.0 86.9 80.0 79.8 80.0 80.0 78.5 80.0 59.5 79.3 71.0 80.0 80.0 68.8 80.0 53.5 71.4 63.9 80.0 30 38 42 4748 48 54 90 80.E 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.E 80.0 80.0 80.0 80.0 71.4 80.0 80.0 80.0 80.0 80.0 80.0 63.4 80.0 75.7 80.0 80.0 80.0 80.0 62.4 80.0 74.5 80.E 80.0 71.4 80.0 55.5 74.0 66.2 80.0 30 36 42 47-1/4 48 96 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.1 80.0 80.0 80.0 80.0 80.0 80.0 68.9 80.0 79.8 80.0 80.0 78.5 80.0 59.5 79.3 71.0 80.0 60.0 60.0 60.0 58.5 60.0 60.0 60.0 30 36 42 47-1/4 48 102 60.0 60.0 60.0 60.0 80.0 60.0 60.E 80.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.0 60.0 60.0 60.0 60.0 60.0 80.0 55.1 60.0 60.0 60.0 30 36 42 47-1/4 108 60.0 60.0 60.0 80.0 60,0 60.0 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 59.5 60.0 60.0 60.0 50.0 60.0 60.0 52.9 60.0 60.0 60.0 SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. •• ♦•• • • • • • •• • • • • •• • • • •• ••• •• • • • •• PRODUCT APPROVED as complying with th• Flo.lda Building Coda NOA-No. 16-0617.02 • ••• • ••• ••• ••• • • • • • • Approval Data 07/20/2017 • • • • • . • • • • • •• * • • DIY • • • • • • • • Mir .-D • Product Control ••• • •• • • • 111111 i11//// NIPD ��'••�ce,Nfaf • 6Yi 3 ES-EL400 ALUM SLIDIN 0 v 5 6 8 a T7 O 5 3 1 drawing no. W16-73 sheet 6 Of 23 ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • DOOR FRAME W. XX (SHOWN) . DOOR FRAME WIDTH :—;;;; r : = IC 1 © I III o- Q o- OX—O (SHOWN) O—XO DOOR FRAME WIDTH OX—XX (SHOWN) XX—XO OX—XO XX—XX APPROVED CONFIGURATIONS NON—POCKFTFD fOORS TWO (2) TRACKS EXTERIO - ,- q.„„„ ,.. _ ,e____ , ,41:4 nI1uI. in,, ., I ab��Ni �•�al�� ' 1=�1. Ica� - -.....3 g— KYTCRInR NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPUCABLE DESIGN PRESSURES SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. II •• i!J;TIt; 1 • • • •• ••• • ••• • ••• • • • • • • • • • • • • • •• • • • •• • •• ••• • •• • •• • • • •• PRODUCT APPROVED as wmplyyingg with the Florida 6allding Cali NOA-No. 16-0617.02 • •• • • AA. Date 07/20/2017plrrn-ice(s-:oduct Control \/ TATE OF ONAL i‘ .i:JL a 2 ?% • B, CEN.R I�IIIIII! cr to _.1 5 1 FAX. (305) 638-5158 drawing no. W16-73 sheet 7 of 231 ••• • • • • ••• • • • • • • • • • • • • e ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PX (SHOWN) XP DOOR FRAME WIDTH - 0 0 O l l 4. PXX—XX (SHOWN) XX—XXP DOOR FRAME WIDTH fo „o 8 PXX—XO (SHOWN) OX—XXP PXX—XX (SHOWN) XX—XXP PXX—XXP ,APPROVED CONFIGURATIONS POCKETED DOOR TWO (2) TRACKS 8,6 ccs DOOR FRAME WIDTH 0 0 0— a N Vg So 0 - o- PXX (SHOWN) XXP L • • • • • ••• .• • • • • • • •• • • •• •• • • •• • • • • .• • EXTERIOR NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT APPROVED as complying with the Florida Building Cod. • • • NoIUI�o! 16-0617.02 • ApproAl Date 07/20/2017 • • •My • Mlam a roam Control • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• ••• ••• • • •• •• 12 ,.-. ii �4..0 0 0 0 C t 0 U FAX. (305) 638-5158 4 C 1 .3. drowing no. W16-73 sheet 8 of 23) 8 O DOOR FRAME WIDTH Q ® ® i ? ?5. 0 H o- 'o- 4- OXX (SHOWN) xxo DOOR FRAME WIDTH 0 )i. O O - o- o- XXX (SHOWN) DOOR FRAME WIDTH NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. EXTERIOR •• • • • • • • • • •• • • • • • • • • • • •• •• PRODUCT APPROVED es complying with the Florida Building Code NOA-No. 16-0617.02 • • • • • • • • •• • •tpprordl Pato 07/20/2017 OXX-XXX (SHOWN) • • • XXX-XXO •• • • • • • OXX-XXO APPROVED CONFIGURATION • • • • • • • ay XXX-XXX NON-POCKR'ED f)02BIF • • • • • N16mt- roduet Control • •• • • • THREE (3) TRACKS' • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •• •• •• • • • ••••• •• ATE OFONAL (( 0 .s FAX (305) 538-5158 c 0 2 v s 0 drawing no. W16-73 (sheet 9 of 23) L. PXXX (SHOWN) XXXP DOOR FRAME WIDTH o- I -o O PXXX—XXO SHOWN) OXX—XXXP L. DOOR FRAME WIDTH J o- o- PXXX—XXX (SHOWN) XXX—XXXP PXXX—XXXP EXTERIOR • ••• • • APPROVED CONFIGURATICtik• POCKETED DOORS. •• THREE 0) TRA_CK'S • • NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. •• ••• • • • • • • • • • •• `n1+ • •• • • • • • •• ` Y• . /f/ �i • • • •• •• PRODUCT APPROVED - - JG� as complying with the Florida Building Code • • •NOA-ttQ. 16-0617.02 • • • •• • • • • • • • • A • ppr•dital Date 07/20/2017 • • • • •• • • • By • • •• • :*Illam• roduet control •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • •• •• • • • •• • ••• • •• 0 0 4 .b. drawing no. W16-73 sheet 10 of 23) DOOR FRAME WIDTH OXXX SHOWN) xxxo DOOR FRAME WIDTH o--.. O l ,o- -0 o- 4- o- XXXX SHOWN) EXTERIOR o ,; /® , ,, o— O % • ®- F ® o-- o p, 4- 4- b -0 aD XXXX—XXXO SHOWN) oxxx—xxxx OXXX—XXXO XXXX—XXXX • • • • APPROVED T'ONFR;URATIO:S NON—POWFSFO OOORR • FOUR (4) TRACI:S• • • NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. •• • • • • • • • • •• • 1-2 2,1 • • P• RODUCT APPROVED Bs n with the Florida Building Cods NOA-No. ..16yqpJ7.02 • • • • Approval Date 07�/2017 • • • • •• •y • • earn a ,ductintrol •• • ATE OF (t ` ES-EL400 ALUM SLIDING GLASS DOOR (LM.I.) FAX. (305) 638-5158 c 1 drawing no. W16-73 sheet 11 of 23 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • •• DOOR FRAME WIDTH LT a 0 O z r ao L 0 o- Pxxxx (SHOWN) XXXXP / o- O o- O o- i PXXXX—XXXO (SHOWN) OXXX—XXXXP APPR NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. •• ••• • • • • • •• • • • • • .e;�jtfq_ • • ••• OVED CON IaU- •L • _a • ••• R ONi • FOUR (4)• ? ACh•S PRODUCT APPROVED as complying with the Florida Building Code • d*b-No. • •16-06411.02 • •• Aig▪ proval Bate* 07/2042O17 •• B• •/>i� • • • • Mpm1-g le Pdeduct wntrol ••• • • • • ••• • • • • • • • • • • • • • ••• • • • •• • • • • • •• •• •• • • ••• • •• TE OF• DsnoA••;C'�. e!NAL , %vlot- drawing no. W16-73 sheet 12 of 23) r 60 L. EXTERIOR ; Et O o- !O o- 9O 4- % % o- 1 O -0 { {O -o ! !O -o o- PXXXX—XXXX (SHOWN) XXXX—XXXXP PXXXX—XXXXP • ••• • • APPROVED CONIOURA:ION; POCKETFfy T1O0R5, • FOUR (4)•T12ACIit NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• PRODUCT APPROVED as complying with the Florida Building code • • • rleq e. 16O66l1.a2 • • • Ap�val Date 07/20 17 • •By••�� • • •• Min -. e Fait 2 'C"!f 1.. CniiiiII FAY. (355) 638-5158 drawing no. W16-73 sheet 13 of 23 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •. ••• • • • ••• • • POND & IURDENED HIGH. STRENGTH., GROUT NON-SHRINK<NON—METAJ.CIC, t'e . 5000 PSI NOT. BYES WOW. 'MUST TRANSFERiSHEAR LQADS.TO STRUCTUREri TYPICAL. ANCHORS • . «c. SEE.:ELEV FOR SPACING TYPICAL "SEE. EL FOR SP CONCRETE 3;I5SI ••• • • • • ••• • • • •• • • ••• • • • • • • • • • •• PRODUCTAPPROVED Building Clod•WIth the Florida • • aoA-N%` - - Wg17.02 • Approval [Ate 07:E0/2017 •¢y . • Aliemi-0 • rodd, control • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • FAX. (305) 838-5158 drawing no. W16-73 (sheet 14 Of 23 TYPICAL ANCHORS: SEE ELEV. FOR SPACING - - AT HEAD — — — _ — _ — TYPE A - 1 /4" DIA. UI TRACON BY 'ELCO' (Fu=177 KSI, Fy-155 NSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. THRU 2BY BUCKS INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. 7"' �� '. ?, -= . I. TYPE�'B 1/4*. DIA. ULTRACONCBY• ELCO,(Fu-173 Ksl.'ryl56f1<sl)� 3 DIRECTLY INTO, CONCRETE t• „'2" MIN EMBEDAINTO"CC0NCRETE,'1-1/2 `MIN. •EDGE DIST.j TYPE C'- 1/4" DIA. TEKS OR SELF DRIWNG SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MUWONS 0R INTO METAL STRUCTURES (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 PAINTED) - 7" ^Y y • — — ATn S1LI -' 7"-". TYPE cB t'/4 DIA:"ULTRACON• BY . ELCO (FL, KSI. F -1155 KSI)' , i OIRECTLY'INTO CONCRETE f 3/4'MIN:'-'EMBED INNTToJCONCRETE � ` ` • - - - - AT JAMBS — — — . — TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KS. Fy=155 NM) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD THRU 1BY OR 28Y BUCKS INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE I�1-1/2LMIN.,EMBED.INTO.IILLEDyBLOCKS .. : ,,r w * 'TYPE,KB _ 1/4 DIA. ULTRACON BY FLCOT (Fu-177 K51, Fy. 55.5f),4. I DIRECTLY INNTO CONCRETEOR;,GROUT FILLED BLOCKS)' 2"^MIN.EMBED� INTO CONCRETE. �. ►AIN.,EMBEQ,INTO GROUT,,FILLED .BLOCKS TYPE "C.- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (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 MN ALUMINUM TO BE PLATED OR PAINTED) •stir R'E • fY ANCHOR EDGE DISTANCE$ ' ,x r D MASONRY _, 2 „1 /2" MIN. UNLESS SPECIFIED OTHER111L I0 CONCR PN _ < S aM 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 P51 MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 P51 MIN. L- EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING r1 MWAI-OADE COUNTY APPR'D MULLION I SEE SEPARATE NOA I I I Q 17� f11�1r 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WDW. MUST SUSTAIN ``0((++DS I POSED BY GLAZING SYSTEM AND TRANSFEQ THEM :MC BLDLDIr1G• ,STR�CTQRE, • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • •• • • • • ' PRODUCT APPROVED AIL. d 1? •s comply) with th• Florida 5ulmins Cod . S • • • • • • N OA.tNo.• g6.0617.01 • • • • ApprovIOate ID7/2W201 • M▪ la ate- roduct Control TYPICAL ANCHORS SEE ELEV. FOR SPACING cc N FAX. (305) 638-5158 8 0 n vo 0 4 drawing no. W16-73 sheet 15 of 23) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• *ID• • • •• •• 4160 • • • ••• • • tl ICAL', ANCHORS: , SEE ELEV . ,FOR 'SPACING."' + 1/2'tMAX. r T .'FARING • ' PANEL. WIDTH 4.4 • 1BY.OR 28Y. • WOOD.. BUCKS• i w • To D:L'oPG. . Ef9 'REINF: !S"REQD.'^ SEE. SHEET' 5 "' FOR. CAPACTIY 0_00 Its r rawd REINF AS READ. SEE',SHEE,'5' ' EXTERIOR FOf*.CAPAOTJY, p -_ ._ P_ 'PANEL.WIDTH DTH_ . J ®0 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 10 n= 6 ill ii1`' iaj mammi ••_ •• ••• • • REINF. AS•REQD. SEE SHEF% 5 FOR CAPACTp' • • 3/8' MAX. LOAD BEARING SHIMS • • • •• • • • • •• ••• •• • ••• • • • • • • • •• ••• • • •• • • • •• • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD SEARING SHIMS • • • •• PRODUCT APPROVED as ooimpng Clylnode with the Florida Build • • YOA-Nod • • 1§19517.02 Approval lice 07,20/2017 i/— • Minna - rodu Control 4 J cc o z J W 5 cc j 0�M ga � r7 i6 fn- o 3 Z R w N p "- 6 WM30 FAX. (305) 638-5158 k' 1 `1 drawing no. W16-73 sheet 16 of 23 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • HOOK STRIP ANCHORS SEE ELEVS. FOR SPACING POCKETED JAMB OPTION POCKET CAVITY NOT BY ES. WINDOWS NOT PART OF THIS NOA TO BE REVIEWED BY AHJ HOOK STRIP ANCHORS: SEE ELEV. FOR SPACNG 1/4" DIA ULTRACON BY 'FLCO. (Fi4177 KSI, Fy-155 KB) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS Y14 SMC (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD Y14 SMS OR SEI F ORIIIING SCRFWS (GRADE 2 CRS) INTO METAL STRUCTURES (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 PAINTED) TYPICAL FDGE DISTANCE INTO CONCRETE AND MASONRY 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. •• ••• • • • • • •• • • • • • • ••• ••• •• • • • •• PRODUCT APPROVED ae lding o y wlth the Florida NBuliding Code • • ••• • ••a;pANmo.•a•1g-g%17.02 • • • • • • Approval ate 07l[0/2017 • • • •• •gyy • • • • • • • ••IODamt- r• rodu: of n rBor ••• • • • • ••s • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • •• 11/Y''/'i ,Go ATE OF .• ES-EL400 ALUM SUDBJC CLAS 0 8 3 8 • drawing no. W16-73 (sheet 17 of 23) 1BY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) r E. UST3 5/8" IMMO \`onmesmasiu_ TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING _ CO CRETE 3 KSI MIN. DIST. 11 MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD STRU TYPICAL ANCHORS SEE ELEV. FOR SPACING 1111- TYPCL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXT. 1/2" MAX. 1 r LOAD BEARING SHIMS ��C111111 JCi'� F Si" EXT. • • • • • • •• • LOAD BEARING SHIMS • • • • • • • • • . • • • • 1BY OR gBY • WOOD BUG 414' ) 4: (SEE aloic H .1 .. •- • :; TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES 1/8" THK. (SEE SHEET 15) TYPICAL ANCHORS SEE ELEVS. FOR SPACING rM' -DADS COUNTY APPR'D MUWON I, SEE ABATE NOA II I (SEE SHEET 15) j 1/2" MAX. z � 1/2" MAX. LOAD BEARING SHIMS EXT. • • • •• PRODUCT APPROVED as complying with the Florida Building Coda • • • • • • • • OA-N • • 2 8. 1617.02 • • • • • Approvalsata 07/2012017 • •� TRQCK•FRAIES >; mi Control • • • ARMOR LOCATnll6 • TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. LOAD BEARING SHIMS EXT. No.70592 ONAt /li111o% • 4$.V o: O 1 2 COMP -ANL\W16-73ES1 drawing no. W16-73 (sheet 18 of 23 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • • • 1BY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING 5-'7/16' • MIN.. DIST. WOOD STRU • .CONCRETE 3 KSI MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING .TURF111,-- 1111 TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING EXT. 1/2' MAX. LOAD BEARING SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING t/2' MAX. LOAD BEARING SHIMS EDGE DIST. METAL STRUCTURES 1/8' THK (SEE SHEET 15) 3 5/8' ar 1!!1 yL11 Y'1 UU nm 11�. N Z 11 I`I 8 TYPICAL ANCHORS SEE ELEVS. FOR SPACING rr jl MIAMI-DADE COUNTY APPR'D MUWON i SEE SEPARATE NOA I (SEE SHEET 15) !I L TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2' MAX. .[ 1 LOAD BEARING SHIMS 41 Nil I EX:1fXT• • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY • • • • WOOD BUCK • • • • • • • • •• (SEE NOTE 981BET 1) • • • • • • • • • • PRODUCT APPROVED s complying with the Florida Building Code NOA-No. 16-0617.02 • ••• •• • • • • • •••Approval jta• •te IS/20/2017 ay •4• TRAIC•K •F'RAIMES •l*Man,• • • ANCI�OH• LOCATIQI• � • ro Y • • on ro 3/8' MAX. LOAD BEARING SHIMS \� 1��11A 1.\YA� J n n e CC S N C1 0 Y d FAX. (305) 638-5158 C c u 1 0 0 b0 0 drawing no. W16-73 sheet 19 of 23) ••• • • • • 01,0 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM tI PART # REOD. DESCRIPTION MATERIAL MANF./SDPPI1ER/REMARBS E1 ES-EL400-001 1 FRAME HEAD (2 TRACK) 6063-T6 - El ES-EL400-201 AS REOD. FRAME HEAD (3 TRACK) 8083-T6 - E18 ES-EI.400-205 AS REOD. FRAME HEAD (4 TRACK) 8063-T8 - E2 ES-EL400-002 1 FRAME SILL (2 TRACK) 6063-T6 - ETA ES-EL400-202 AS READ. FRAME SILL (3 TRACK) 6063-76 - E29 ES-EL400-206 AS REOD. FRAME SILL (4 TRACK) 6063-T6 - E3 E5-EL400-003 2 FRAME JAMB (2 TRACK) 6063-T6 - E3A ES-EL400-203 AS READ. FRAME JAMB (3 TRACK) 6063-T8 - E39 ES-EL400-207 A5 REOD. FRAME JAMB (4 TRACK) 6063-T6 - E4 ES-E1400-004 1/ PANEL TOP RAIL (INSUL LAM. GLASS) 6063-T6 - E5 ES-EL400-005 1/ PANEL BOTTOM RAL (INSUL LAM. f3 AA'S) 6063-T6 - E6 E5-EL400-006 AS REOD. JAMB STILE (INSUL. LAM. GLASS) 8063-76 - E7 ES-EL400-007 AS REQO. INTERLOCK STILE (INSUL LAM. MASS) 6063-76 - EB ES-EL400-009 1/ PANEL TOP RAIL (LAM. GLASS) 8063-T6 - E9 ES-EL400-010 1/ PANEL BOTTOM RAIL (LAM. GLASS) 6063-76 - E10 ES-EL400-011 AS READ. JAMB 51ILE (LAM. GLASS) 6083-T6 - El 1 ES-EL400-012 AS REQ0. INTERLOCK STILE (LAM. GLASS) 6063-T6 - E12 ES-EL400-013 A5 REOD. ASTRAGAL SOLE (LAM. GLASS) 6063-78 - E12A E5-EL400-008 AS READ. ASTRAGAL SOLE (MSUL LAM. GLASS) 6063-T6 - E13 ES-EL400-014 AS RECD. JAMB COVER 6063-T5 - E14 ES-EL400-015 AS READ. POCKET JAMB 6063-T6 - E15 ES-EL400-016 AS READ. SILL TRACK 6083-T6 - E16 ES-EL400-017 AS READ. HEAD COVER 6083-T5 - E17 ES-EL400-018 AS READ. SILL RISER 6083-T8 L - E18 E5-U.400-020 AS REOD. FIXED PANEL BOTTOM GUIDE 6063-T6 - E19 E5-E1400-021 AS REQD. INTERLOCK REINFORCEMENT 6005-T5 - E28 E5-6011 A5 REGD. SCREW COVER 6063-T6 - M1 ES-EL400-G01 4/ PANEL GLAZING GASKET (LAM. GLASS) SIUCONE DUROMETER 70*3 SHORE A M2 E5-EL400-1902 4/ PANEL GLAZING GASKET (INSUL LAM. GLASS) SIUCONE DUROMETER 70*3 SHORE A M3 ES2020-004 As READ. INTERLOCK BUMPER PVC DUROMETER 80±5 SHORE 0 M4 W33271NK AS READ. PILE W'STRIPPINO (INTERLOCK) WOOL - M5 W33181NK AS RECD. PILE WSTRIPPLNG WOOL - M8 PSO1-0014 AS RE00. DOOR HANDLE DIE CAST ALUM PP/0 POINT HANDLE 1.17 P501-1015 A5 REQO. STRIKE FOR MORTISE LOCK ST. STEEL - M8 PS01-1036 A5 REOD. 1OR115E 2 POINT LOCK ST. STEEL - M9 GT-R34/3.01-A 2/ PANEL ROLLER ASSEMBLY 2AMAK - M10 6844.1 AS REOD. BUMPER ALUM/NYLON - M11 ES-EL400-FPI Sl A5 RE00. FTX. PANEL CUP ST. STEEL - M12 #8 X 3/4' AS RE00. KEEPER FASTENERS ST. STEEL P.H. 5M5 M13 110 X 1-1/4' AS RE00. PANEL ASSEMBLY FASTENERS ST. STEEL P.H. SMS M14 /12 X 1-1/2' AS REOD. FRAME ASSEMBLY FASTENERS ST. STEEL P.H. SMS M15 /8 X 3/8' AS REOD. FlX. PANEL CUP FASTENERS ST. STEEL. PH. SMS 11I6 j18 X 1/2' AS REOD. FIX. PA1N0. CLIP FASTENERS 5T. STEEL F.H. 5M5 M18 /10 X 1/2" AS READ. ROLLER FASTENERS ST. STEEL P.H. SMS M19 /10 X 1' AS REOD. LOCK INSTALLATION FASTENERS ST. STEEL F.H. 5M5 M20 /8 X 1/2' AS REOD. HANDLE INSTALLATION FASTENERS ST. SLEE_ F.H. SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SIUCONE. • .• ••• • . LOCK: SURFACE MOUNT METALLIC HANDLE AT 44" FROM BOTTOM FASTENED TO LOCK STILE H (2) f8 X 1/2' FH SUS M2 SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK 44' FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 010 X 1" FH SMS SURFACE MOUNT METALLIC KEEPER AT 44' FROM BOTTOM FASTENED TO FRAME JAMB ASTRAGAL STILE WITH (3) 18 X 3/4' PH SMS (A1 • . . • • • •• •. • • • • PRODUCT APPROVED • •s complying with the Florida Building Code Mon -No. 16-0617.02 Dar' 7/20:2017 • • _• • • ••• •• • • •• 2117 ••• ••• • . • • •• •• • • ATEOF A �' �ORIDP.��,C•'\ FAX: (305) 538-5158 8 0 n bi O N 5 c S drawing no. W16-73 sheet 20 of 23 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.575 -.062 I .7+3 ' I�s 1.151 E1 FRAME HEAD (2 TRACK) .062- .658 a 4.782 / FRAME SILL (2 TRACK) FRAME JAMB (2 TRACK) t 2.000 FRAME JAMB (3 TRACK) 5.686 -.062 717 4===F-' 151 EtA FRAME HEAD (3 TRACK) .062- 5.894 l FRAME SILL (3 TRACK) +I .380 I-- .062 7.496 7.335 .072 FRAME JAMB (4 TRACK) E14 POCKET JAMB dI 2.000 4-1 7.496 -.070 E18 FRAME HEAD (4 TRACK) .0701 I� 7.704 FRAME SILL (4 TRACK) 2.000 •• ••• • • • • • •• • • • • • • •• ••• •• • • • •• • • • ••• • • . • • • • • • • • • • • • •• • ... . •• PRODUCT APPROVED as complying with the Florid. Building Coda ."iPi "°• ..16 j61 .02 Aproval Dot. 07/20/2017 Adduct SoRtrol . 0410 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 • • • • • • • • • ••• • • • 1400 • • U MAX. (305) 635-5158 a drawing no. W16-73 sheet 21 of 23 4 1.811 .062 PANEL TOP RAIL EB (LAM. GIASs) PANEL TOP RAIL E4 (INSUL LAM. GLASS) PANEL BOTTM RAIL E9 (LAM. GLASS) PANEL JAMB STILE E10 (LAM. GLASS) INTERLOCK STILE .7 (LAM. GLASS) .500 2.551 1.742 E77 SILL RISER 2.993 .062 2.118 1.340 I -- PANEL BOTTM RAIL ES (INSUL LAM. GLASS) -----2.926----j �I 082 1.490 2.051 PANEL JAMB STILE E8 (INSUL LAM. GLASS) INTERLOCK STILE E7 (INSUL LAM. GLASS) 1.340 ASTRAGAL STILE E1Z (LAM. GLASS) r1.732- 1 1.350 .1 I25 — .929 I� INTERLOCK STIFFENER .087 FIX. PANEL BOTTOM GUIDE 711 .512 s7s 8 TRACK INSERT ASTRAGAL STILE (INSUL LAM. GLASS) 040 .2t61 IaI J.71 HEAD COVER (ET 3 JAMB COVER .2871 I•-- .040- .711 SCREW COVER • .052 .970 .929 .480 M1 GLAZING GAKET IAA. GLASS .062 M2 1.340 GLAZING GASKET INSUL LAM. GLASS MATERIAL - SILICONE HARDNESS - 70*3 TENSILE STRENGTH - 1139 PSI ELONGATION AT BREAK - 235X TEAR STRENGTH = 107 Lh/IN BR(TTLFNESS TEMPERATURE _ -40' F COMPRESSION SET = 12.5% (22h0212F) •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • •• • •• • • • • • •• PRODUCT APPROVED as complying with the Florida Building Code • N•A-No. • • •1680067.02 • approval D 07 2017 • • • �• ��a� ("Aiaml--•- 'ro•uc ' o ro ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • n hit •211111 ft)�V 0 u 1 .JJ FAX. (3115) 638-5158 1 drawing no. W16-73 (sheet 22 of 23) • FRAME TOP CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMILAR) WITH (1) ADOL FASTENER 4 TRACK FRAMES (SIMILAR) MOTH (2) ADOL FASTENERS FRAME BOTTOM CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMILAR) WITH (1) ADDL FASTENER 4 TRACK FRAMES (SIMILAR) WITH (2) ADOL FASTENERS PANEL TOP/BOTTOM CORNER LAM. GLASS RAIL & STILE (SHOWN) INSUL LAM. GLASS RAIL & STILE (SIMILAR) •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• PRODUCT APPROVED as complying with Ma Florida Building Code NOA-No. 16-0617.02 • • ••• ••• •�pproval84•0� 2017 • • • • • • •• •• IF • • • • jN•Mi- fiduentrol ••• •• ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 71 ;� i ii `g�PD EN N ssi AL 3 J CC SLIDING GLAS 0 1 FAX. (305) 638-5158 k 3 drawing no. W16-73 (sheet 23 of 23) TABLE OF CONTENTS SHEET DESCRIPTION 1 C COVER SHEET 2 FL1 1ST FLOOR PLAN PRODUCT SPECIFICATION: 1. SERIES "ES-EL300 ALUMINUM OUTSWING ENTRANCE DOOR (LM.I). MANUFACTURED BY E.S. WINDOW, INC. FL No.: 22551.1 EXPIRATION DATE.: JULY 16, 2025 GLASS TYPE.: 1" INSULATED LAMINATED GLASS COMPOSED OF.: - 3/16" HEAT STREN'D GLASS - 3/8" AIR SPACE - 3/16" HEAT STREN'D GLASS - 0.090" INTERLAYER TROSIFOL PVB BY KURARAY AMERICA, INC. - 3/16" HEAT STREN'D GLASS 2. SERIES "5000" OUTSWING ALUMINUM CASEMENT WINDOW (LM.I). MANUFACTURED BY E.S. WINDOWS, LLC. NOA No.: 15-0129.05 EXPIRATION DATE: APRIL 03, 2018 GLASS TYPE.: 7/8" INSULATED LAMINATED GLASS COMPOSED OF.: - 5/32" TEMP. GLASS - 1/4" AIR SPACE - 1/8" HEAT STREN'D GLASS - 0.090" INTERLAYER BUTACITE PVB BY DUPONT. - 5/32" HEAT STREN'D GLASS 3. SERIES "EL200" ALUMINUM HORIZONTAL ROLLING WINDOW (L.M.I). MANUFACTURED BY ES WINDOWS, LLC. NOA No.: 16-0617.04 EXPIRATION DATE: JANUARY 19, 2022 GLASS TYPE.: 7/8" INSULATED LAMINATED GLASS COMPOSED OF.: -1/8" TEMP. GLASS - 5/16" AIR SPACE - 1/8" HEAT STREN'D GLASS - 0.090" INTERLAYER BUTACITE PVB BY KURARAY AMERICA, INC - 1/4" HEAT STREN'D GLASS 4. SERIES "EL-150" ALUMINUM FIXED WINDOW (L.M.I). MANUFACTURED BY ES WINDOWS, LLC. NOA No.: 16-0617.05 EXPIRATION DATE: MAY 18, 2022 GLASS TYPE.: 7/8" INSULATED LAMINATED GLASS COMPOSED OF.: - 1/8" TEMP. GLASS - 5/16" AIR SPACE -1/8" HEAT STREN'D GLASS - 0.090" INTERLAYER TROSIFOL PVB BY KURARAY AMERICA, INC. - 1/4" HEAT STREN'D GLASS 5. SERIES "EL400" ALUMINUM SLIDING GLASS DOOR (L.M.I). MANUFACTURED BY ES WINDOWS, LLC. NOA No.: 18-0617.02 EXPIRATION DATE: JULY 20, 2022 GLASS TYPE.: 1" INSULATED LAMINATED GLASS COMPOSED OF.: - 3/16" TEMP. GLASS - 3/8" AIR SPACE - 3/16" HEAT STREN'D GLASS - 0.090" INTERLAYER TRASIFOL PVB BY KURARAY AMERICA, INC. - 3/16" HEAT STREN'D GLASS n 675 NE RESIDENCE 675 NE 93RD STREET MIAMI SHORES, FL 33138 SCOPE OF WORK WINDOWS AND DOORS SHOP DRAWINGS GENERAL NOTES: SATELLITE VIEW 1. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. 2. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. 3. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. 4. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. 5. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. 6. EXISTING WOOD & CONCRETE STRUCTURE BY OTHERS AND MUST BE ADEQUATE TO SUSTAIN THE SUPERIMPOSED LOADS. 7. ALL STEEL IN CONTACT VNTH ALUMINUM IS TO BE PAINTED WITH A COATING OF A HEAVY BODIED BITUMINOUS PAINT, OR APPLY A NON -ABSORPTIVE TAPE OR GASKET, OR 1/8" NEOPRENE LAYER, OR APPROVED EQUIVALENT LAYER TO PREVENT GALVANIC REACTION BETWEEN DIS-SIMILAR METALS. 8. WATER PROOFING IS NOT PART OF THIS SCOPE, BY OTHERS. DESIGN WIND LOADS: THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 2014 AND THE FOLLOWNG SUPERIMPOSED LOADS. DESIGN NAND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2014 AND ASCE 7-10. WIND VELOCITY : 175 MPH EXPOSURE CATEGORY : D BUILDING HEIGHT: 15-FT PROJECT WIND LOADS DESIGN PRESSURES + 48.6 Pd= -65.1 - I`�1lit�sT? APPROVEDBYt3Y 1ZONING DEPT ':LDG DEPT ) Shores Village DATE 0 I11tJ1 C;ft) CO'.'PI IANCE WITH AlLFEDFF1AL ; Ali A!„> C( )I 1M I ({I It Arvin Rt=Gl. II AlIONS • •• •• • • • • •• • •• • ••1 • •• • • • ••• • • • U w O cc 0 AFC#17-1284 • • • • • •. • • 1— • Er1: • • • KR • 1n ;, 0 • 0) 1 W �s Z 6 5 U f Z 0 W DESCRIPTION NOA SYSTEM UPDATE } 2 ui H 0 0 0 z Engr: JAVAD A AD CIVIL FLA. PE # 592 j ,Iv 3 I.bLV drawing no. AFC 17-1284 1 / 2 COVER "5000" OUTSWING ALUMINUM CASEMENT WINDOW 37" X 38-1/4" NOA #: 15-0129.05 O "EL-150"IXEDALUMINUM FIXED WINDOW 43-3/4" X 24-3/4" NOA #: 16-0617.05 "EL200" ALUMINUM HORIZONTAL ROLLING WINDOW 74" X 50-1/2" NOA #: 16-0617.040 "5000" OUTSWING ALUMINUM CASEMENT WINDOW 37" X 38-1/4" NOA #: 15-0129.05 GARAGE NOT PART/ OF SCOPE "EL200" ALUMINUM HORIZONTAL ROLLING WINDOW 110-3/4" X 50-1/2" NOA #: 16-0617.04 "EL400" ALUMINUM SLIDING GLASS DOOR 71-3/4" X 79-3/4" NOA #: 16-0617.02 "EL200" ALUMINUM HORIZONTAL ROLLING WINDOW 111"X62" NOA #: 16-0617.04 "5000" OUTSWING ALUMINUM CASEMENT WINDOW 36-3/4" X 38-1/4" NOA #: 15-0129.05 c> ES-EL300 ALUMINUM OUTSWING DOOR 39-1/4" X 81-1/2" FL # 22551.1 FLOOR PLAN Scale: 1/2" = 1'-0" ROSTE ROSTED "5000" OUTSWING ALUMINUM CASEMENT WINDOW 36-3/4" X 38-1/4" NOA #: 15-0129.05 "EL200" ALUMINUM HORIZONTAL ROLLING WINDOW 74" X 50-1/2" NOA #: 16-0617.04 "EL400" ALUMINUM SLIDING GLASS DOOR 71-3/4" X 79-3/4" NOA #: 16-0617.02 v / "EL200" ALUMINUM HORIZONTAL ROLLING WINDOW 74" X 50-1/2" NOA #: 16-0617.04 "EL200" ALUMINUM OHORIZONTAL ROLLING WINDOW 73-1/2" X 50-1/2" NOA #: 16-0617.04 "5000" OUTSWING OALUMINUM CASEMENT F WINDOW 36-3/4" X 50-1/2" NOA #: 15-0129.05 • • AFC#17-1284 • • • • ♦• • . • • • • w • w • /(7) K2' cl N r)2o • W N wLo • • • • . •• Z w J U z O (75 w DESCRIPTION NOA SYSTEM UPDATE. m ui r 0 0 z Engr: JAVAD AHMAD CIVIL FLA. PE # 7.592 C.A.N. 35 8 0 v a 1 drawing no. AFC 17-1284 • • 2 FL1