The URL can be used to link to this page

WS-15-3170 Y I Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-254631 Permit Number: WS-12-15-3170 Scheduled Inspection Date:April 05,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CAMP,JOHN Work Classification: Window/Door Replacement Job Address:1050 NE 96 Street Miami Shores, FL Phone Number (305)530-0050 Parcel Number 1132060143520 Project: <NONE> Contractor: GMP CONTRACTORS Phone: (786)443-3548 Building Department Comments INSTALLATION OF IMPACT WINDOWS(15 OPENINGS) lnfractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-249945. c Failed Correction a Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 04,2016 For Inspections please call: (305)762.4949 Page 12 of 32 saw Miami Shores Village1 1 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 N 3 E ,- Expiration: 0710 2016 Project Address Parcel Number Applicant 1050 NE 96 Street 1132060143520 JOHN CAMP Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JOHN CAMP 1050 N. E.,96 ST. (305)530-0050 Contractor(s) Phone Cell Phone Valuation: $ 18,000.00 GMP CONTRACTORS (786)443-3548 Total Sq Feet: 0 Type of Work:INSTALLATION OF IMPACT WINDOWS(15 Available Inspections: No of Openings:15 Inspection Type: Additional Info: Framing Classification:Residential Window Door Attachment Scanning:6 Final Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 Invoice# WS-12-15-58146 DBPR Fee $3.75 01/07/2016 Credit Card $254.30 $50.00 DCA Fee $3.75 Education Surcharge $3.60 12/23/2015 Credit Card $50.00 $0.00 Permit Fee $250.00 Scanninpee $18.00 Technology Fee $14.40 Total: $304.30 �i 1� --a b- i i 1 In considertion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertainingaVereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting dhis permit I ssume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required i9kLEC L,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS' FI VIT: I ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru n ning. hermore,I authorize the above-named contractor to do the work stated. January 07,2016 orizture:Owner / Applicant / Contractor / Agent Date c.•t Building bepartment Copy January 07,2016 1 Miami. Shores Village C]EI�EL7► Building Department DEC TS 2015 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY. Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 201q BUILDING Permit No. PERMIT APPLICATION Master Permit No. WS - 15_ e3 I W Permit Type: BUILDING ROOFING JOB ADDRESS. I 0 S N, 144", City: Miami Shores County: Miami Dade Zip: 33 T Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee SimpleTitleholder): ^h Clq'i^'� Phone#: 0� Address: I as-0 N*, -N a-Sr-' City: moe u- , State: Zip: 3 Tenant/Lessee Name: Phone#- Email: CONTRACTOR Company Name: Gl,l � �' J Phone#: 3 �� Address: 3 S d� cr/ 2,C61 I City: l zip: 33 0�l Qualifier Name: 4 S� eL Phone#: State Certification or Registration9#: �C 1STI 5142 Ce tiificate of m�ncy#: Contact Phone#:__ �9 j 1<�� Email Address: ��/ ��d DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ It 40 6 Square/Linear Footage of Work: Type of Work: DAddition OAlteration ONew P4tepair/Replace ODemolition Description of Work: T..&zVlafln d�. 4 r,,..»,c°S� t,,► o wee s ` � O e evv,%w y Color thru tile: Submittal Fee$ Permit Fee$. CCF$ ®° CO/CC$ Scanning Fee$ ` LQ Radon Fee$ 'S ° '�' DBPR$ .� s Boni$ Notary$� Training/FAucation Fee$3° 0 Technology Fee$ 14. 4 0 Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ a-c 4 - _50 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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:9 t.`J, Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs s (7) days after the building permit is issued In the s osted notice, the inspection will not be approved and a r i coon fee will be charged Signature Signature Owner or Agent ntractor The foregoing- trument was acknowled me this The foregoing instrument was acknowledged before me this (4 day of �tt ,20 by d�"�+ .✓� day of 20 1�'-,by ,� C� - � c.✓�i who is personally known to me or who has produced who is personally known to me or who has produced �L 1,t1.,-w L�Cr-.h As identification and who did take an oath. tJ'( as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: /11 Prurt Print: t ISARN,My �njc� l Y s My Commission Expires:Fta •� �gC„pNZALEZ r` MERA • EM duly 08019MY COMMISSION#!Ft25581 RI1VoP;53 'a�. EXPIRES July 14,2018 OF 4 #ffi .com APPROVED BY I jr Plans Examiner ( Zoning Structural Review Clerk (Revised 3/1=012XRevised 07/1=7XRevised 06110/2009XRevised 3/15/09) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 CABALLEIRO,ISAAC GMP CONTRACTORS 13500 SW 250TH#924733 HOMESTEAD FL 33092 Congratutational With this license you become one of am nearty one million Floridians licensed by the Department of Susirress and ti Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boaters to barbeque restaurants. DEPARTME BUSINESS AND and they keep Fkuida's economy strong. ON�ULATi Every day we work to improve the way we do business in order to CGC151 PR PROFESBI :LATI 121714 serve you better, For information about our services,please Ing onto www.rnyNauidaticense can. Thera you can find more information CERTIFIED G about our divisions and the r cations that impart you,subscribe CAF3ALLEtRO CON m department newsletters Department's and trrore about flea lsittathres. faMP CONTRA a Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your Customers. Thank you for doing business In Florida, IS CERTIFIED under the provisions cr Ch.48$FS. and congratulations on your new license! s quo a,aero L10720 +eW DETACH HERE RICK SCOTT GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION.INDUSTRY LICENSING BOARD =1616142 a The GENERAL CONTRACTOR Named glow IS CERTIFIED Under the provisions of Chapter 489 FS. nom, Expiration date: AUG31,201$ uY:< CABALLEIRO,ISAAC ! r GMP COiVTRACTORS 13500 ;0TH 1' � ( i HOMESTEAD FI='33092 _ pp � ISSUED: 07P20=14 DISPLAY AS REQUIRED BY LAW sFns r 1dM�ruuv»QFA 001570 Local Business Tax Receipt Miami-Dade County,: State of Florida THIS IS NOTA BILL - DO NOT PAY 6083448 ti ESS NAME/LOCATION "MCG`P"r NO. t0i EXPIRES GMP coNTw►CTORs NNEWA1. SEPTEMBER 3�, 2016 OPERATING IN DADE COUNTY W07082 Must be displayed at place of business ` Pursuant to County Code Chapter 8A-Art 9&10 OWNER SEC.TYPE OF BUSINESS CABALLEIROS CORP 196 GENERAL BUILDING CONIRACTOR PAYMENT RECEIVED Worker(s) 1 CGC1615142 BY TAX COLLECTOR $75.00 08/16/2015 CREDITCARD-15-041087 This Local Business Tax Receipt Daly continue payaaatt olthe Local Busir�s Tax The Receipt is no a Ii�ume, p�dt or a umrtiti�r emery laws aua( M+�o�to do business itoidermr�atcoatp►y with any 8overmuental Of rMnirmneuts which apply 10 the baeiness The RECEIPT NO.above must be dhq&Iad on all commercial vehicles—Miami.pye Code Sec 88_M For son i 6nustion,visit WWWA Milani"" � wa JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 5/1/2015 EXPIRATION DATE: 4/30/2017 PERSON: CABALLEIRO ISAAC FEIN: 711003637 BUSINESS NAME AND ADDRESS: CABALLEIRO'S CORP GMP CONTRACTORS 13500 SW 250 ST HOMESTEAD FL 33092 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL LICENSED PLUMBING HEATING,VENTILATION, CONTRACTOR CONTRACTOR AIR-COND Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation H,at any time after the filing of the nodes or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate.The department shall revoke a certificate at DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 �►5t1�.R�FS p♦ Millis an.M Miami shores Village �``rNrn��y� Building Department R1DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exem tion ..:t.- sga "e:: '-.-r. rF^r"'a ':3*•;,;6 'a? 'R'g _'a3-.'s�.v;r,..rL';;ri: ,� .•'¢a,•.3:'e'w e4:s< �<<:w:=s....:t., ,>�.,-.:1.,. _,,...,-.z-.r,S :,... a .;,;._ .,cM•;`�. •a�r:. a.?year _,S'„��".1 '-�..-. •:,s -r. 5 sc: - - ?:�'., ,•�:�"� Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLQ 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 be 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 cove a from the contractor's company for day labor,part4ime employees or subcontractors. BY SIGNING BELOW YOU A WLEDGE 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."day of Dkr11, ,20_IS . By 66VW C,ATI( who is personally known to me or has produced as identification Notary: $FILL*L.FtMRD SEAL: NiMy Pi -8W,of Flo W2 MY Cam.tpw FA U,2011 An z,;�, �, CannNsston#+EE 8493Sa l GMP CONTRACTORS Engineering & Construction 13500 SW 250th ST #924733 HOMESTEAD, FL 33092 December 14 2015 State of Florida County of Miami Dade Before me this day personally appeared ISAAC CABALLEIRO who, being duly sworn,deposes and says: That he will be the only person working on the project located at: 105ONE 96th Street Miami Shores, FL 33139 Sworn to and subscribed before me this 141 day of December 2015, by Personally Known t Produced Identificanon rWa-,— Type of Identification ,VZ-- a• � G � `av�w : "6 t;4 MEIRALi1S GONZALEZ MY COMMISSION#FF12s581 EXPIRES July 14.2018 tWn 388.0153 F NSeNke t an 12/13=5 Florida Building Cade amine e p gof SCIS Home 1 Log In I User Registration Hot Topics I Submit Surcharge I Stats&Fads Pubi wU= MC Staff SCIS S(te Map Links { Search Busines *USEt: Product Approval Professi i Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL#' FL14609-R2 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@leasternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method Certification Mark or listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1886 2005 Tl�ri 2006 ••• ••i i ice•+•Ei�i ••• 2002 • ".E" •• •i •."".E" • i•i •• 1994 ••• ••i ••a A202i i ••• 1994 TAS203 1994 • ••• • ••• ••• ••• Equivalence of Product Standards ••• • •• •• • •• Certified By • •• • • • ••• •• ••• • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • hffpsJlAoridabuildlrgaW/Pf aPP_OasPxWam=wGEVXQwIDgsw8Z1Mfe8A7at'TWWPsrj110Vt1}CwMdbuwwvapii3ArlbWg%3d%3d 1!3 12/13/2015 Florida Building Code Online Product Approval Method Method 1 Option A u Date Submitted 06/18/2015 Date Validated 06/22/2015 Date Pending FBC Approval Date Approved 06/28/2015 Summary of Products FL S Model,Number or Name Description 14609.1 Series 143 Vinyl HVHZ Impact Series 143 Vinyl HVHZ Impact Casement with Nailing Fin or �d Casement with Nailing Fin or Flange Flange ILnRs of Use CertHkation Agency CertHicats Approved for use In HVHZ:Yes FL 14609 R2 C CA C N1011284-111.�f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2016 Design Pressure: +70.0/-70.0 Installation Instructions other.Maximum size is 37"x 76" FL14609 R2 II 087017798 pdP.E.62514 Verified By: Louis R. Lomas, Created by Independent Third Party:Yes Evaluation Reports FL14609 R2 AE 512463B.pd F 14609 R2 AE Deceuninck PVC NOA 13-1203 02 PDF E 14609 R2 AE NOA 140423 15.PDF Created by Independent Third Party:Yes 14609.2 Series 1631 Vinyl Non-Impact Series 1631 Vinyl Non-Impact Casement with Nailing Fin Casement with Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No B"4609 R2 C GAG NI010618-R2-Sianed.odf Approved for use outside HVHZ:Yes I Quality Assurance Contract Explratton Date Impact Resistant*No 04/30/2020 Design Pressure: +50/-50 Installation Instructions other.Maximum size is 37"x 75" FL14609 R2 II 08-00561B.r) Verified By: Louis R. Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports �1g5p9 R2 AE 514950.odf FI 1aSg9 R2 AE Deceuninck PVC NOA 13-1203 02 PDF Created by Independent Third Party:Yes 14609.3 Series 1641 Vinyl Non-Impact Series 1641 Vinyl Non-Impact Casement with Flange Casement with Flange certification Agency Certilicate Limits of Use Approved for use in HVHZ:No FLI "..3 R2 C GAC NI010618 01-R2-sianed.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 Design Pressure:+50/-50 Installation Instructions 4609 R2 II 08-007008odf other.Maximum size is 37"x 75" F 1 Verified By: Louis R. Lomas, P.E. 62514 Created by Independent Third PartY:Yes Evaluation Reports F +dGn9 R2 AE 517113A odf FI 14609 R2 AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 14609.4 Series 2651 Vinyl Impaclseme.nt t Series 2651 Vinyl Impact Casement with Nailing Fin with Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14a09 R2 C CAC NI010618_R _siangd.odf Approved for use outside HVHZ:Yeti ••• • Assurance Contract Expiration Date Impact Resistant:Yes • • • • • • BV3012020 Design Pressure:+50/-50 " •• Insiallatlon Instructions other.Maximum size is 37"x 75 •• ••• • • 14609 R2 II 08-005678odfVerified By: Louis R. Lomas,P.E. 62514 Created by Independent Third Party:Yes • on Reports cliE 51•0 ;• • �'►_,a .� R2 AE Deceuninck PVC NOA 13-1203 02.PD•• F�74509 R2 AE NOA 14-0423 17 PDF Created by Independent Third Party:Yes 14609.5 Series 26111.Vi1.1yi ImrG.t.jasejper4 Sedes 2661 Vinyl Impact Casement with Flange with Flange • • • • • • • • • Limns of Use ••• • • • ••• i CeiRHication Agency Certificate am=wGEVXQWtDcpw8ZVN%WaiTW PS4110VL1KwMc b jWwvAlpiB�Ar&Ng kW%3d 2f3tritpsJJflori�Zalding.orglpr/pr app_cdl.�px?par' W 12/13/2015 Florida Building Code Odine <' 1 Approved for use in HVHZ:No FL14609 R2 C CAC NI010618.01-R2-signed.pdf I Approved br use outside HVHZ:Yes FL14609 R2 C CAC NI010676-112-signed.12df Impact Resistant:Yes Quality Assurance Contract Explratlon Date Design Pressure,+50/-50 04/30/2020 Other.Maximum size is 37°x 75° Installation Instructions • FL14609 R2 II 08-00568B.Ddf Verified By: Louis R. Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports EU4609 R2 AE 510957A.pdf FIA4609 R2 AE Deceuninck PVC NOA 13-1203.02.PDF FL14609 R2 AE NOA 14-0423.17.PDF Created by Independent Third Party:Yes Back fVext Contact ::L%0 North Mame StreeL Tallahassee Fl,32M Phone:850-A87- The State of Florida is an WEED employer.Copyright 2=-2013 State of Floride.::Privacy Statemerft::Accessibility 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-rerords request,do not semi electronic mall to this entity.Instead,contact the ofnce by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed ureter Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for oMal communication with the licensee.However email addresses are public record.If you do not wish to supply 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 Chapter 455,F.S.,please dick i M. Product Approval Accepts; scrumn skr..-MIC- •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • •• • • • • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • h4e:/Moridobdldng.org/pripr oAsp C?W8m=wGEV QwtDtsw8zvni%via!TWWPSdIIOVUKWMcR)UWwvap!BAn5WgPA3d*ie3d 3/3 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N1011284-R1 " DATE: 09/25/2012 CERTIFICATION PROGRAM: Structural a ryY�x COMPANY: Eastern CODE: 1783-1 n. REVISION DATE: 10/01/2012 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series"143"Vinyl Fin Frame 10030 Bavaria Road or Equal Leg Frame Impact Rated Ft.Myers,FL 33913 Casement Window Configuration:X Glazing.IG-5/32"Annealed Glass/Laminate- 1/8"Annealed Glass/0.075"Solutia Interlayer/ 1/8"Annealed Glass Frame: W-940mm(37") H-1930mm(76") Vent: W-895mm(35.25") H-1886mm(74.25") SPECIFICATION PRODUCT RATING AAMA 506-08 Design Pressure: +70%70 psf ASTM E1886-05/E1996-06 Wind Zone 4-Missile Level D TAS 201/202/203-94 Large Missile Impact Rated AAMA/WDMA/CSA 101/I.S.2/A440-05 C-C70 940 x 1930(37 x 76) Product Tested By: Element Materials Technology Report No: ESP101311P-4/ESP10311P-5/ESP10311P-6/BSP10311P-7 Expiration Date: June 30.2016 4444. . .. Administrator's Signature: • .. ... .. 4444 NATION"ACCMj?ITATION AND MANA - `A4ENS 1t#9w '- . INC. 4794 George W;shiegtoirMemeriaMghway Hayes,VA 23072 .Td: (804)X114 .Fa.:•(qDy 6"5122. 400 0 0 0 . - ' L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St Danville,VA 24541 Report No.: 5124636 434-688-0609 rllomas@lrlomaspe.com Manufacturer: Eastern Architectural Systems 16341 Domestic Avenue Ft Myers,FL 33912 Product Line:Series 143 Vinyl Impact Casement Window Pa Compliance- The above mentioned product has been evaluated for compliance wdh the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d).The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-01779 Revision B,titled Series143 Vinyl Impact Casement Window, prepared,signed and sear by Luis Roberto Lomas P.E. 2. Report No.:ESP101311P-4 signed and sealed by Ramesh C.Patel,P.E Element Materials Technology,Wausau,WI AAMA/WDMA/CSA 101/1-S.2/A440-05 Design pressure: *70.0 psf Water penetration resistance: 12.Opsf ASTM E1886-05 and ASTM E1996-06 ASTM El886/E1996 Large Missile Impact,Level D,Wind Zone 4 ASTM E1886/E1996 Cyclic Load Test.: *70.Opsf design pressure 3. Report No.:ESP101311P-5 signed and sealed by Ramesh C.Patel,P.E Element Materials Technology,Wausau,WI TAS 201-94 Large Missile Impact Test,Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure,*70.Opsf design pressure TAS 203-94 Cyclic Pressure loading,t70.Opsf 4. Report No.:ESPI01311P-6 signed and sealed by Ramesh C.Patel,P.E Element Materials Technology,Wausau,WI AAMANVDMA/CSA 101A.S.2/A440-05 Water penetration resistance: 12.Opsf Design pressure: *70.0 psf ASTM El 886-05 and ASTM El 996-06 ASTM E1886/E1996 Large Missile Impact,Level D,Wind Zone 4 ASTM E1886/E1996 Cyclic Load Test.: *70.Opsf design pressure 5. Report No.:ESP101311P-7 signed and sealed by Ramesh C.Patel,P.E Element Materials Technology,Wausau,WI TAS 201-94 Large Missile impact Test,Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure,t70.Opsf design pressure TAS 203-94 Cyclic Pressure loading,*70.Opsf 6. Anchor calculations,report number 512463-1,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use. • Maiamum design pressure: *70.0psf • Maiamum unit size: 3rx 76° • Units must be glazed per ASTM El 300-04,see installation instructions for glass options. • This product rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions. \ L 0 • Frame material to be rigid PVC. •• ••• . . •. �S R • . �l �/ NUJ EN • '9 �� Installation: • • • • • Units must be installed in accordance with aMovdilftcuMisnt,•08-01�79r�evision B. *� C 5 . Certtflcatlon of Independence: Please, fat I dor't have nor will acquire a ' for which ° TAT OF •w financial interest in any company manufac�uAng pr distrZbutingt�e prddrZctM � . � this report is being issued.Also, don't hav9ror,%,V ncgdire a inaraaaT�nte�st in any i 0 • '! • other entity involved in thea val procdSst�f tits list �proa (s). . /t� • . PPro `ss/ONAL �\\\\ ... . . . . .•. . �t111111 • • • ••• • • . Luis R.Lomas,P.E. 10f1 •�• �• •� • : : :•••: FLNo.:62514 • ••• • • 06/17/2015 RVVIWONS REV DESCRIPTION DATE APPROVED A REVISED IMPACT RATING 10/08/12 R.L. 8 REVISED INSTALLATION DETAILS 06/17/2018 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED RIGID PVC. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND • • BORNE DEBRIS REGIONS. :060:0 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE • • • • • • � SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". •• • • • • • 9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH •••••• • •• •••••• • SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE •••••• • • • ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. •••• •• • 0••••i 10. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH • • • • • •••• • •• ••••• TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE • • 000000 DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 0 0 • • 00000 11. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH •• •• •• •• •••••• SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. :••:•: • •• LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. • • • • 6096:9 12. ALL FASTENERS TO BE CORROSION RESISTANT. •00000 13.INSTAL.IA11ON ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR • • • • • MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN •• • •• :•: • • SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: •• • A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM S/GAIE'D.06/18/2015 owmmcp ft. Aww,..uwn o.ae:: m �vJ\•;GEhly�'�'Fip�y ._... . . ^: SMMM TABLE OF CONTENTS SERIES 143 VINYL *' 02=6 .*= IMPACT CASEMENT WINDOW 37" X 76° SHEET NO. DESCRIPTIONTENTS NOTES A OF w+ 0 1 NOTES DRArrrl: ON NO. REV 't►•AORtCP•�� 2 ELEVATIONS 08-0 � 1779 B �iS70NA�;f� scALE 6�� 3 — 5 INSTALLATION DETAILS NTS DATE 091412 1 OF 5 RE,AS10NS REV DESCRFMCN DATE APPROVED A REVISED IMPACT RATING 10/05/12 R.L 37" MAX FRAME WIDTH a REVISED INSTALLATION DETAILS 06/17/2015 R.L 37" MAX FRAME WIDTH 12 1/2- 12 1/2- MAX O.C. MAX O.0 6" MAX —.{ 6" MAX 6" MAX 6" MAX 6" MAX 6" MAX T T t 3/4-- 11, 13" 1/8" ANN MAX O.0 MAX O.0 EXTERIOR 0.075" PVB BY EASTMAN 76" ��• M T— / 5/32-ANN 1/8 MANN • FRMAX AME % FRAME I.i.".„.R ••••• HGHT 55jj� • HEIGHT SIOACrR STEM •• 5/8” BITE C • FLEX 5�j••• SEALANT • • t •••••• • • ••••• !� " MAX 6" MAX 6GLAZING BEAD •••••• S�iijN I -OCK •••••• • SERIES 143.19}CA-008 SERIES 143.191 CA-008 •GLA7NCitSb�fAlt • • •••0 • ExTERIOR VIEW EXTERIOR VIEW •••••• FRAME INSTALLATION FIN INSTALLATION ••• • • • DESIGN PRESSURE R477NG IMPACT RATING LARGE t70.0PSF MISSILE IMPACT UWXE LEVEL D,WIND ZONE 4,AND HVHZ SIGNED.,06/18/2015 Iltitt// Easters �\\ ft Loyll,,, tM1001MMAW rJ;•�GENS ,9tP�'i SERIES 143 VINYL *• ,E IMPACT CASEMENT WINDOW 37" X 76° A hlt ELEVATIONS A OF i DRAWN' DWG No. REv �•�►•.10R1dP•�� A.P. 08-01779 B SCALE NTS JDATE 09/14/12 'EET2 OF 5 Ar 7/16" MIN. 11/16" MIN. REV pESCRJPTW WE APPROVED EDGE DISTANCE EDGE DISTANCE A REVISED IMPACT RATING 10/05/12 R.L. METAL FOR2X STRUCTURE B REVISED INSTAUATION DETAILS 06/17/2016 R.L. 1 1/4" MIN. BY OTHERS 1 4 MAX. EMBEDMENT SHIM"SPACE INTERIOR APPROVED 1/4" MAX. APPROVED 1/4" MAX. 11/16" MIN. SEALANT SHIM SPACE SHIM SPACE EDGE DISTANCE #8 SMS OR #8 WOOD SELF DRILLING #8 SMS OR SCREW SCREW SELF DRILLING SCREWS METAL STRUCTURE EXTERIOR EXTERIOR EXTERIOR INTERIOR BY OTHERS APPROVED SEALANT • • INTERIOR JAMB IJV ALTTION DETAIL •••• METAL STRUCTU E INSTA Tj(O • •• 1 1/4" MIN. 74'•IRI�(. • •• •••••• EMBEDMENT SiFi1N MACE • • • �_ . .. INr� ro •••••• #8 SMS OR 7/16" MIN. ••••• SELF DRILLING EDGE DISTANCE • • • • ••i••• #8 WOOD SCREW •••••i •••••• SCREW • #8 WOOD • SCREW f APPROVED APPROVED WOOD FRAMING • • • • • SEALANT 1/4" MAX' SEALANT 1/4. M� OR 2X BUCK EXTERIOR • SHIM SPACE SHIM SPACE BY OTHERS APPROVED --r-—T SEALANT WOOD FRAMING 1 STRUCTURE JAMB INSTALLATION DETAIL OR 2X BUCK 1 1/4" MIN. BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS EMBEDMENT 11/16" MIN. SIGNED:06/18/2015 Li 7/16" MIN. EDGE DISTANCE ,,, ,,�, ,IYIIIIII, EDGE DISTANCE It L0�///� All ..EM,.w." o.n�.a 18S6r=WyM ��`J�•CEN ;11,9 VERTICAL CROSS SECTION VERTICAL CROSS SECTION -— `'.' � V REINSTALLATION 2X BUCK INSTALLATION �'�STRUCTU SERIES 143 VINYL � W- A WOOD FRAMiNQOR NOTES; IMPACT CASEMENT WINDOW 37" X 76°MTERIORANDEKTERIORFWISNESBYOTHERS, INSTALLATION DETAILS ,. OF NOT SNOWN FOR CLARITY• .A 2. p A�ANC�BYYOTHERSTOBE DRAWN: ort0�. 08-01779 9 FSS ASTM E2112 A.P. //��ZONALtivx $'AiE NTS 09/14/12 —3 OF 5 Ar REVISM 2 1/2" MIN. REVDESCRtPnON DATE APPROVED I EDGE DISTANCE AREVISED IMPACT RATING 10/05/12 1 R.L. CONCRETE/MASONRY ° B REVISED INSTALLATION DETAILS 06/17/2015 R.L. BY OTHERS :°°,a:a? ",t e Q ;e,. n e:• a 1 1/4" MIN. e e. e ;• <d, ;d °: EMBEDMENT 1 1/4" MIN. OPTIONAL 1X BUCK ? ° a •;e•. ,a EMBEDMENT TO BE PROPERLY SECURED j SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS o APPROVED 1/4" MAX. OPTIONAL 1X BUCK " .° 1/4" MAX. SEALANT SHIM SPACE TO BE PROPERLY e° SHIM SPACE SECURED ° SEE NOTE 3 SHEET 1 ° 3/16" TAPCON 3/16" TAPCON INTERIOR 0 O b 0000•• EXTERIOR INTERIOR • • • •••••• 0 • • • • 2 1/2" v• ••91.9 • •• 0000•• MIN. '.0' • • 9 EDGE :a 0000•• DISTANCE °'' •• • • • 0000 • •• *0. APPROVED 00.00• �0•••i •9.000 SEALANT 0 JAMB INSTALLATION D�fAiL • 0 • CONCRETFJMASONRp TALLA 000000 ••••0• 3/16° TAPCON • • 0 0 • • • • •0.90• APPROVED NOTES: •• 0 SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 1/4* MAXNOT SHOWN FOR CLARITY. YOTHERSTOBE OPTIONAL 1X BUCK SHIM SPACE 2 DESIGNED INACCORDANCLIINTBSTMEil12 TO BE PROPERLY DESIQNEDINACCC7RDANCEWITHASTMEYtt2 SECURED �� SEE NOTE 3 SHEET 1 SIGNED:06/18/2015 CONCRETE/MASONRY a �� BY OTHERS °i a ;e " . d e e nd A Ov P-MM � 011 fit /1 1/4" MIN. EsSt�rw ..BY ° p/•,, ad• ;e EMBEDMENT IMIDOMMMAV9 a ��$• ;�9,9�I , a'. -.°;•;' a :•d nom:".:'o"'e..:W�"":: FOMMMn.a•ta �vJ • •tQ i SERIES 143 VINYL * 0 B IMPACT CASEMENT WINDOW X 76" 2 1/2" MIN. � :4- INSTALLATION DETAILS ,.� EDGE DISTANCE on NO.VERTICAL CROSS SECT/ON p,p 08-01779 B IT�Nl,��R� CONCRETEWASONRYINSTALLATION WAX NTS JDATE 09/1412 >;t9ET4 OF 5 APPROVED RLv I>F cwnm Dnp �P SEALANT A REVISED IMPACT RATING 10/05/12 R.L. BEHIND FIN 1 1/4- MIN. EMBEDMENT B REVISED INSTALLATION DETAILS 06/17/2015R.L. #8 WOOD WOOD SCREW FRAMING BY OTHERS } 1/4' MAX. SHIM SPACE 7/16" MIN �^ 1/4- MAX EDGE DISTANCE WOOD FRAMING SHIM SPACE BY OTHERS #8 SWOOODD INTERIOR 1 1/4- MIN. • • EMBEDMENT •••••• • • • 0000•• • • • • APPROVED SEALANT •9•:•6 • •• 9••••• 0000•• • • • EXTERIOR fNTER/OR BEHIND FI6••• • �••••� 7/16- MIN • • :0. 6 EDGE DISTANCE •••9 9 •6 •• rvrC ••• EXTERIOR 0000.0 • • .0%00 • • • • • •• •• •• •• 0960•• 0 000•• � • JAMB INSTALLATION DETAIL • • • • • • • WOOD FRNWNL9 OR 2X BUCK INSTALLATIO • 0 N •••••• •••••• • • 9 • • • • • 9••6.6 NOTES: •9 • 1. INTEIOOR AND EXTERIOR FINISHES,BYOTHERS, NOT SHOWN FOR CLARITY. 1/4' MAX 2. PERWETER AND JOINT SEALANT BY OTHERS TO BE SHIM SPACE DESIGNEDWACCORDANCEWITHASTME2112 —T 7/16- MIN SIGNED:06/18/20f5 �� EDGE DISTANCE " "'n1B \UlNL1/II #8 WOOD WOOD rP. 18MIDOMMMVuer" ``� �4f r-,SCREW FRAMING A�uMwm"m.e:e..' roarrr2mwassuItNS gt -�1 1/4- MIN. BY OTHERS V 4.APPROVED EMBEDMENT SERIES 143 VINYL6SEALANT VERTICAL CROSS SECTIONPACT CASEMENT WINDOW 37 X 76" � iATE OF W BEHIND FIN INSTALLATION DETAILSWOOD FRAMING OR 2X BUCK INSTALLATION DMD NO. RLv i'�►•;�ORtOP:08-01779B �D^� 09/14/12 —5 OF 5 1 " 12/13=5 Florida Building Code Ondine yy � hepar leiltBCiS Home Log In I user Registration I Hot Topks Submit Surcharge Stats&Fad I Publications I FBC Staff I BCIS Site Map 1 Links Search Busines r Product Approval Professi I UDR:PublicUser Regulation Product Approval Menu>Product or Application Search>Application List>Application Deter® FL16804-R1 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers,FL 33912 (800)432-2204 Ext 4314 thoard@eastemmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) StandardYear AAMA/WDMA/CSA 101/I.S2/A440 2005 •• ••• • • JMA/jVDKYC§A 101/I.S2/A440 2008 •• •: •• /iA"•D•MjW JSA 101/I.S2/A440 2011 ••• ••i ••i • J18.86.•• 2005 ASTM E1996 2009 TAS201 1994 • ••• • 1"T02 ••• ••• 1994 •00 • • T.AIS20 • • 1994 ••• • •• • • • • • •• • ••• • • • Equivalence of Product Standards Certified By ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https:/ModdaW[d%o'gW/pr app_O.asp(-paraim-wGEV)(QwtDgtnmTSTNdVPsdyp4rLml9wBsORormKEUtGmgz4nxgvpg%3d%3d V3 12/13/2015 Florida Building Code Ondine Product Approval Method Method 1 Option A i Date Submitted 07/06/2015 Date Validated 07/08/2015 Date Pending FBC Approval Date Approved 07/16/2015 Summary of Products R.* Model,Number or Name Description 16804.1 Series 143 Vinyl HR Non-Impact Fin Series 143 Vinyl HR Non-Impact Fin Limits of use Certification Agency Certificate Approved for use M HVHZ:No FL16804 Ri C CAC 14I011728-113-signed.gdf Approved 1br use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/30/2020 Design Pressure:+50.0/-50.0 Installation Instructions Other:Maximum Size: 72'x 60",Approved Configurations FL16804 RI II 08-02251A.pdf XO, OX Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL16804 RI AE 512971A.(�df FL16804 RI AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 16804.2 Series 143 Vinyl HR Non-Impact Series 143 Vinyl HR Non-Impact Flange Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16804 RI C CAC NI012135-signed.p_df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2018 Design Pressure:+35.0/-40.0 Installation Instructions Other.Maximum Size: 74"x 72",Approved Configurations FL16804 RI II 08-02526A.pdf XO,OX Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL16804 R1 AE 513297A.pdf FL16804 RI AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 16804.3 Series 176 Vinyl HR Impact HVHZ Series 176 Vinyl HR Impact HVHZ I.bnits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL16804 R1 C CAC NI012196.04-R2.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2018 Design Pressure:+70.0/-85.0 Installation Instructions Other.Maximum Size: 74"x 63, Nailing Fin or Flange, FL16804 RI H 08-02537A.odf Approved Configurations XO,OX Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL16804 Rl AE 13-0328 09-COMP.pdf FL16804 R1 AE 13-0328.09 Dupont SentrvGlas.ndf FL16804 R1 AE 513310A.pdf FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes 16804.4 Series 176 Vinyl HRP 1/3-1/3-1/3 Series 176 Vinyl HRP 1/3- 1/3- 1/3 Impact HVHZ Impact HVHZ Limits of Use •• ••• • • • • CerWcation Agency Certificate Approved for use in HVHZ:Yes • • • • • • • a OQ4 Rl C CAC NI012196.01-R1.PDF Approved for use outside HVHZ:I%s • •• ; ;• 316804 Rl C CAC NI012196-R2.PDF Impact Resistant:Yes ••• ••i ••s ••• i 11ty Assurance Contract Expiration Date Design Pressure:+65.0/-85.0 00/2018 Other..Maximum Size: 111'x 63", Nailing Fin or Flange, Installation Instructions Approved Configuration XOX FL1§§gj R1 H 08-02534A.Rdf ••• •i• ••• ••i rl By: Luis R. Lomas, P.E. 62514 • • • • Creatld by Independent Third Party:Yes •i i• • •• i • • EvaluiWon Reports ••• • ••• • 'K168114 Rl AE 13-0328 09-COMP.pdf L16804 R1 AE 13-0328.09 Dupont SenbyGlas.g41f EL16804 R1 AE 513306A.pdf ••• • • • • ••• FL1 04 R1 AE Deceuninck PVC NOA 13-1203.02.PDF •: a Created by Independent Third Party:Yes 16804.5 Series 176•'inyl•HRP f/4*1/2*-; Series 176 Vinyl HRP 1/4-1/2- 1/4 Impact HVHZ httpsl/6ondabuildirg org1pr/pr app chi asp Opram=wGEVXQwtDc nmTSTNdVPsdyp4ruwi9w OfmKEUtGmgz4rixgVP^WA3d 213 1?/13J2015 Florida Building Code Ordine Impact HVHZ Limits of Use CertMtcation Agency Certificate Approved for use in HVHZ Yes FL16804 R1 C CAG NIO12196.02-R1.PDF Approved for use outside HVHZ:Yes FL16804 RI C CAC NI012196.03-R1.PDF Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 06/30/2018 Other.Maximum Size: 111"x 63', Flange Installation Design Installation Instructions Pressure: +50.0/-65.OPSF,Nailing Fin Installation Design FL16804 R1 H 08-02536A.Ddf Pressure: +55.0/-60.OPSF,Approved Configuration XOX Verified By: luis R. Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL16804 RI AE 13-0328 09-COMP.Ddf 17116804 R1 AE 13-0328.09 Dupont&jjaGlas.odf FL16804 R1 AE 513308A.Ddf FL16804 R1 AE Deceuninck PVC NOA 13-1203.02.PDF Created by Independent Third Party:Yes Back Next Contact Us::1940 North Maxim Street.Tallahassee FL 32399 Phone;&9!!48-yg24 The State of Florida is an WEEO employer.Cowrieht 2007-2013 State of Florida.::Privacy Staters ::Accessibility Statement::Refund Statemem Under Florida law,entall addresses are pudic records.If you do not want your e-mail address released in response to a public-records request,do not send eledronic mall to this entity.Dis e ,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,lig licensed under Chapter 455,F.S.must provide tire Department with an mail address if they have ore.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,Lease provide the Department with an email address which can be made available to the pudic.To determine If you are a licensee under Chapter 455,F.S.,pleas dict ha.. Product Approval Accepts: securi %41,-1Cs •• ••• • • •00 0 • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• 00• • • • • • •••• ••• •••• ••• • • •• • • ••• • • • • ••V • • • • • • • • • • • • •••• •• •• •• •• • •• a• • • •• • • hltpsJ/flaticWnelcUrg.arg/prlpr_app 0.aspx?parte'r1=wGEVXQwtDg6nmTSTNdVPsdyp4ruw19wBsO20fmI�UtGm�MixgVPg%3d%3d 3/3 L. Roberto Lomas P.E. 13-0328.09-COMP 233 W.Main St Danville,VA 24541 434-688-0609 rllomas@lrlomaspe.com June 8,2015 Ref N.O.A. 13-0328.09 Manufacturer:E.I. DuPont De Nemours&Co.,Inc. DuPont P&IP Chestnut Run Plaza,712/161,P.O.Box 80712 Wilmington,DE 19880 Product: DuPont White SentryGlas®Interlayer To Whom It May Concern: This is to certify that I have reviewed all documentation for the above mentioned N.O.A. After my review and to the best of my knowledge, I found that the products in the N.O.A. listed above comply with the requirements of the Florida Building Code 5I'Edition(2014). Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which the reports are being issued Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). Sincerely, �� 5 R• L b ��i � Nv �\C Ns�.•d,•�� 7d , TAT OF ; ; 701VAL,t Luis R.Lomas P.E. FL No.: 62514 • •• • • • • •t• . . ... . ... ... ... see ... . . . . ... . . lofl L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St Danville,VA 24541 Report No.: 513310A 434-688 X09 rllomw@lrlom Ve.00m Manufacturer: Eastern Architectural Systems 16341 Domestic Ave. FT Myers,FL 33912 Product Line: Series 176 SS Vinyl Horizontal Sliding Window—XO,OX Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-02537 Revision A,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.:CTLA 3005W-3A signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories,Orlando,FL AAMANVDMA/CSA 101/I.S.2/A440-05/08/11 Design pressure: +70.0/-85.0psf Water penetration resistance 10.5psf ASTM El 886-05 and ASTM El 996-09 ASTM El 886/El 996 Lange Missile Impact,Level D,Wind Zone 4 ASTM E1886/E1996 Cyclic Load Test,+70.0/-85.Opsf design pressure 3. Test report No.:CTLA 3005W-3D signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories,Orlando,FL TAS 202 Design pressure: +70.0/-85.Opsf Water penetration resistance 10.5psf TAS 201 and TAS 203 TAS 201/TAS203 large Missile Impact,Level D,Wind Zone 4 TAS 2011 TAS 203 Cyclic Load Test,+70.0/-85.Opsf design pressure 4. Anchor calculations,report number 513306-1,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use. • Maximum design pressure: +70.0/-85.0psf • Maximum unit size: 74°X 63° • Approved Configurations: XO,OX • Units must be glazed per ASTM El 300-04,refer to installation drawing for details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be extruded vinyl. Installation:Units must be installed in accordance with approval document,08-02537 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also,I don't have nor will acquire a financial interest in any other entity involved in the approval 11(J j process of the listed product(s). ``,��00 �R• .�©/!/'' • .. . . . . oo: • •• ••• •.• •• • ti • TAT OF • ••• . ••• ••• ••• iQ ♦ ••• • • • . . �_`n�• • RN go: 000 1 of 1 ... . . g o* • o Luis R.Lomas,P.E. • ••• • FL No.:62514 ... 06!22/2015 t NOTICE OF PRODUCT CERTIFICATION - _ CERTIFICATION NO: NI012196.04-R2 w DATE: 11/20/2014 ti f F CERTFCATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 REVISION DATE: 12/30/2014 R To verify that the"Notice ofProduct Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series"176 SS" 10030 Bavaria Road Vinyl Horizontal Sliding Window Ft.Myers,FL 33913 w/Fin or Flange Frame Configuration:XO Glazing:IG-Ext-3/16"Annealed Glaa&Uminate-1/8" Annealed Glass/0.090"SGP Interlayer by DuPont/1/8"Annealed Glass Frame: W-1880mm(74.00") H-1600mm(63.00") Panel: W-927 36.25" " �( H-1543 60.75 SPECIFICATION PRODUCT RATING AAMA 506-08 Design Pressure: x-3351 Pa(70 psi) AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG701880 x 1600(74 z 63)-HS AAMA/WDMA/CSA 101/l.S.2/A440-08 HS-LC501880 z 1600(74 z 63) AAMA/WDMA/CSA 101/1-S.2/A440-05 Positive Design Pressure:3351 Pa(70 psi) ASTM E1886-05/E1996-09 Negative Design Pressure:4069 Pa(85 pst) TAS 201/202/203-94 Wind Zone 4-Missile Level D Large Missile Impact Rated Water Penetration Resistance Test Pressure:502 Pa(10S0 pst) Qualifying Configurations:ox,xo Product Tested By: Certified Testing Laboratories,Inc. Report No: CTLA-3005W 3A/CTLA-3005W-3D Expiration Date: June 30,2018 000 00••; • ; •• ... Administrator's Signature: NATIONAL,KC I) T IO ••AWD MANAGEl1dM-1&5 :FT�`A,IN s. 4794 George Washington Memorial Highway Hayes,YA 2*10a24 ... . . Tel: (804)68455241.Fant: W)884Z12Z REASON REV DESCRIPTION DATE T APPROVED A REVISED INSTALLATION DETAILS 06/22/15 1 R.L. NOTES: 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTUREOINTERWR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTAVTION•DETAILS. :00000 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 18. ALL FASTENERS TO BE CORROSION RESISTANT. • • 9 ••••• FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANliOR •• • •• BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SMALV O*-# BE USED IN►•• 0.0•: MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENC,":"IFIED BELOWi • 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 0099.0 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF $ CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 P$$I!••• •• • •iI•il�E 1 (QZ2 �I1�R). 000000••••0 THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRAl3F0 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 2021.APPROVED CONFIGURATIONS: XO, OX. •• 00•�.D NITS MAY BE METAL CINSTALLEDEWTTHSOR W THOUGA, 33KSI OR�ALNU EIN OUTSIDE T�;/8 THICK MINIMUM ••0••0 PROVIDED. • • • 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED A7 •• •• •••••• EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR :00:6: 9 • • GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". • • • • • 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE 0009•• � • 00.00• OF SUSTAINING APPLICABLE LOADS. • • 0 • :0000 • 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. •• 0 0 •0• 0••••0 11. FRAME MATERIAL: EXTRUDED RIGID PVC. • 0 0 • • 2. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS. •• 13. APPROVED IMPACT PROTECTIVE SYSTEM IS N T REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:06/23/2015 rim, E�l►tern BPBIWINaADAM nALu6Ypm,•aoNreaeov.".::m': «e::a eeaS FASTMWALSWLY ' PLOMA3M vDOMMMAWJ`��0 :TABLE OF CONTENTSLJ SERIES176 SS VINYL HORIZONTAL SLIDING WINDOW *• O SHEET NO. DESCRIPTION (X0, OX) 74" X 63"1 NOTES NOTESA- AT ZDRAWN. DM N0. REV �i,,�► :lOR2 — 3 ELEVATIONS V.L. 08-02537 p / �Q4 — 7 INSTALLATIONS uALE NTS DATE 11/17 14 S"�T1 OF 7 ///llj�kA`i `\\\ 74" MAX FRAME WIDTH RD/ DESQvn= n Alamo 6" MAX 12" MAX O.C. 6" MAX A REVISED WTALLATON DETAILS 08/22/15 1 R.L 6" MAX 18" /MAX I O.C. 83" 0 1" MAX "3 16ANN FRAME / / 1/,8" ANS �•••i• HEIGHT .090•§ftGLAS•BY D UPONT •••• / 1/8"�VI� • • • • • • •• • •• •••••• / EXTERIOR INTBRIOA-• • • • GLAZING BEAD • IlUI¢!t-SEAL •• • �••••• �+pA/r • • • 6" MAX � •0•`i� •• ••••• 1/2" BITE •••••• • • ••i••• •• •• •• •• •••••• SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW SETTING BLOCK ; 552 • •• EXTERIOR FIN INSTALIATILATIOV GLAZING DEMIL • • • •..•;• � • • •••••• DESIGN PRESSURE RATINGfIMPACTRATING • • • ••• • ••• • +70.0%85.OPSFRGE IMPACT MISSILE LEVEL A WHVD ZONE 4 AND HVHZ HARDWARESGNEDULE A. 2 ASHLAND DUAL KEEPERS 13999 AT FIXED MEETING STILE 8"FROM HEAD&SILL B. ASHLAND DUALLOCKS D2100A 4TSASHLOCK S71LEB°FROM SASH CORNERS ME C. 2 ROLLER HOUSINGS AT EACH CORNER OF SASH 80TTOM RAILS. D. 2 TRACKS AT OPERABLE SASH HEA-&SILL E. 1 ALUMINUM REINFORCEMENT 10300265 IN FIXED MEETING RAIL SIGNED.- NOTES: /GNED:06/23/2015 F. 5 ALUMINUM REINFORCEMENT(10= IN SASH TOP AND BOTTOM RAILS,JAMB STILES AND SASH LOCK RAI Irip Easterni" W SyMy Lo 1. MAXIMUM SASH SIZE 38 1/2" X 80 3/4". ==�:".�.:' ~.o e 11t00��""E `�rJ�•�G M•'��. roxrrre•. mna s ` • E 6,* i 2. MAXIMUM D.L.O.: 34" X 59 3/4". • 3. (2) WEEPS WITH COVER (97-03) AT SILL FACE 2" FROM EACH CORNER. SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW *• 4. 2) 1 1/2- X 1/4- WEEP SLOT AT SILL FACE 2" FROM EACH CORNER. (X0, OX))TION 63" ��OF <k 5. (2) 1/2" X 1/8" WEEP SLOT AT SILL BEHIND GLAZING LEG. TA . O DO Na �' �i •:;EOR10P•� �: WAE NTS DATE 11/17 14 08-0252 OF 7 RdIS10NS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/22/18 R.L 74" MAX FRAME WIDTH 74" MAX FRAME WIDTH 6" MAX 8" MAX O.C. 6" MAX 6" MAX --{ 6" MAX O.C. 6" MAX MAX fI MAX 14" / • • MAX O.C. L_ / 0000•• �- i •• • 0000• 10" • • • • MAX O.C. • • • • 0000•• • •• 0000•• • 63" �/ O 63„ 0000•• • • • ^ MAX •0906• FRAME MAX O 0000 •• • • • • • HEIGHT => HEIGHT 069• 0 66. 6666• 6 / HEIGHT 6 • / •0•••6 • • •600• 90600 0 00 fe 000000 / / •6606• 0/ •0 0 • 6 • •00000 � 6 •90.00 69096• 6" 6" •• • 00 :•: 0 0 •• • SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR VIEW SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW THROUGH FRAME INSTALLATION EXTERIOR VIEW FOR MASONRYAND METAL STRUCTURE THROUGH FRAME INSTALLATION FOR WOOD FRAMING DESIGN PRESSURE RATING IMPACT RATING +70.01-85.OPSF LARGE MISSILE IMPACT MISSILE LEVEL A WINDZONE 4 AND HVHZ SIGNED:06/23/2015 Eastern ��lutrrll�i rtr,e:^L�,Y e." �va":e 'as`rors'r�no oAsse+� `�\�'��j• R L SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW = 4. T�A5TTOF (X0, O E TIO X 63" •tELEVATIONS �,��• DRAWN: DWC No. REv ��•�'t OR50PL. •\�� scALE NTS °ATE 11/17/14 OST370F 7 A '��7KSI�NAi` �6``� REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/22/15 R.L. /2" MIN. DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS " MIN. DMENT 1 1/4" MIN. 1/4" MAX. BACKER ROD EMBEDMENT SHIM SPACE & APPROVED4)(E MAX.SEALANT PACE 1/2" MIN INTER/0R EDGE DISTANCEOD SCREW ® • • EXTERIOR #10 WOOD ® ® . •• •• SCREW �� • • •• ' •••s• WOOD FRAMING "'•• OR 2X BUCK ' • • •• • ' INTERIOR BY OTHERS "" • •• 90:096 BACKER ROD EXTERIOR • • • • • '•'••& APPROVED • •• •• •• •• •••••• SEALANT :90:0: • • #10 WOOD JAMB INSTALLATION DETAIL • • •000:0 SCREW WOOD FRAMING OR 2X aw4WNSTA1;A77ON :0009* O • • • • • BACKER ROD •0•0 • •••••• •• • • & APPROVED 1/4" MAX, • • • SEALANT SHIM SPACE •• • WOOD FRAMING OR 2X BUCK 1 1/4" MIN. BY OTHERS EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X WTALLATOY SIGNED.,06/23/2015 Eii�S��f7l „A • ��tuttulpl/i N' NOTES' SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW S*• rAT 1.INTERIOR AND EXTERIORFINISHES,BY OTHERS (X0, OX) 74" X 63 LA 2.PERIMETERAND NOTSHOWNFANDJO OINT T SEAUUVT BYOTHERS TO BE INSTALLATION DETAILSOE OF •� DESIGNEDWACCORDANCE WITH ASM E2112 MINN: DWG NO. REV ►• IORtOP�\ \\ scaLE 08_ NTS DATE 11/17/14 470F 7 A 11111% �\\` RH,ISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/22/18 R.L. 3/4" MIN METAL EDGE DISTANCE STRUCTURE BY OTHERS 1/4" MAX. Q SHIM SPACE APPROVED �O SEALANT 1/4' MAX. SHIM SPACE #10 SMS OR SELF DRILLING INTER/OR �•••�• SCREW 3/4" MIN. ••• • 00000 EDGE DISTANCE •• • •• • •• oo • • • • ® • •• 0000• #10 SMS OR 7EXTERIOR INTERIOR SELF DRILLING 00• •• • • SCREWS •• 0 •• •00•• METAL • • • • STRUCTURE `�I^� •• • ••••• BY OTHERS •• •• 0000•• EXTERIOR • • • • •• BACKER ROD • s #10 SMS OR & APPROVED 0000•• 0000•• • • SELF DRILLING SEALANT • • • • • • SCREW •• • • ••• �••0•• BACKER ROD JAMB INSTALLATION DETAIL • • • • & APPROVED METAL STRUCTURE-INSTALLATION •• • SEALANT 1/4" MAX. SHIM SPACE METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:06/23/2015 ADNISM L p ,me,oamsrcava N •••,41 NOTES' SERIES176 SS VINYL HORIZONTAL SLIDING WINDOW 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, (X0, OX) 74" X 63" NOTSHOWNFOR CLARI7Y INSTALLATION DETAILS 2 AT w PERIMETER AND JOINT SEALANT BY OTHERS TO BE OF• DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN: DM NO. REV %�'�►S;cfpRtiQP O��`� scA�E NTS °ATE 11/17/14 08-02557OF 7 A '�77�I'l lil REVISIONS REV DESCRIPTION DATE APPROVED CON2 1/2" MIN. BY CR OTHERS A REVISED INSTALLATION DETAILS 06/22/15 R.L. EDGE DISTANCE a ° a° a `o d d < oda A 1/4 EMBEDMENT 1 1/4" MIN. a ° d.o EMBEDMENT —� CONCRETE/MASONRY BY OTHERS Q Ty� OPTIONAL 1X BUCK a 1/4" MAK, OPTIONAL 1X BUCK u SEE NOTES 3 — 7 e° SHIM SPACE SEE NOTES 3 — 7 1/4" MAX. SHEET 1 ° SHEET 1 SHIM SPACE ° 'o • • 0000•• 3/16" TAPCON °� j ••• • ••••s INTERIOR •• ° •• ' 3/16" TAPCON °° ••• •• •• BACKER • • • •000: & APPROVED � • SEALANT o 0000•• • • INTERIOR ® `� •• • •••s . • 0 00 0 EXTERIOR �°,o ® ® $•0••0 • • 2 1/2" o o • • 06.00 • • MIN. • •• •• ••••s• EDGE a .. : • 0 • • DISTANCE o ° • • • BACKER ROD ° :000:0 •••s•• & APPROVEDEXTERIOR • • • • • • SEALANT •• • 0000•• O BACKER ROD 0 0 : • 0 & APPROVED es 0 3/16" TAPCON SEALANT JAMB INSTALLATION DETAIL CONCRETE4KWNRY INSTALLATION 1/4- MAX. OPTIONAL IX BUCK SHIM SPACE SEE NOTE 3 — 7 SHEET 1 A 1.PRIOR AND EXTERIOR FINISHES,BYOTHER, NOT SHOT N N FOR CLARITY. 'd °d oq _� 2.PERWMR AND JOINT SEALANT BY OTHERS TO BE e • o A, 1 1/4" MIN. DESIGNED IN ACCORDANCE WITH ASTM E2112 d, ° a a.9 a;o EMBEDMENT SIGNED:06/23/2015 d d a B Eastern -=4 A ,LYmm �Sft.tr o 2 1/2" MIN. FASf�tN1�TRL8YPPLr \\�\� '.�� OOMMMAW EDGE DISTANCE CONCRETE/MASONRY " '" ° " va�\CEAI�q '9��ii BY OTHERS SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW *• p y! VERTICAL CROSS SECTION (X0, OX) 74" INSTALLATION DETAILS �D• AT OF CONCRETEIMASONRYINSTALLATXIN r �►` DRAWN: DWG NO. REV �a"'4t►•;°I0RVA- 08— ScALE NTS °ASE 11/17/14 67 A OF 7 RMIONS APPROVED RF DESCRIPTION DAA pppRpyED SEALANT A REVISED INSTALLATION DETAILS 06/22/18 R.L. BEHIND FIN 1 1/4" MIN. #8 WOOD EMBEDMENT SCREW WOOD FRAMING 1 BY OTHERS c� 1/4' MAX. SHIM SPACE 7/16" MIN — EDGE DISTANCE WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE INTERIOR • • 1 1/4" ••• i • o ••i MIN. EXTERIOR INTERIOR EMBEDMENT • #8 WOOD ••i••' SCREW ��• DAPPROVED • • i•••i• ••••i• sNMIN ,IAMB INSTALLATION DE AIL•'. ' • • BEHINDD FIN FIN EDGEGE DISTANCE WOOD FRAMINOOR2XBUCKINSTALLAtION• • ••• ""' 1/4' MAX i { SHIM SPACE 7/16" MIN L�� NOTES: EDGE DISTANCE ��NTER�� RnismS BYOTHERS, R CLARITY. #8 WOOD WOOD 2.PMMETERAND JOWTSEAVWTBYOTHERSToaE SCREW FRAMING DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4" MIN. BY OTHERS APPROVED EMBEDMENT SIGNED.06/23/20155 BEHINSEALANT VERTICAL CROSS SECTION Esst��,n ` An-.°fei� \\Vh11 fill// WOODFRAMtNGOR2XBUCKlNSTALLATION »��°.wye:� exe ' : ��vJ`•�OElif';h9�� LO SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW �0 * (X0, OX) 74" X 63" INSTALLATION DETAILS i ATE OF DRAWN: DM NO. % • REV . 10R1aP m '• scnLE NTS DATE 11/17/14 08 SH NTS 7 A '',',sstOt�ijjj►tt�\\ 12/132015 Florida Building Code Online va t�uh0 ,v� '�'�� ., 't-�t, t+k�d � � •`Y� a �'. ✓s'la• fIc�Deprtmentq Bm Home Log in User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff � BCLS Site Map Unks Search Busnes � Product Approva'USER: Public Leer Regulation i J ProdLut Annroval Menu>Product or Application Search>Andication List>Application Deta® FL FI-14608-114 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) fibifflidaw Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 a• ••AAWA&WDWAA(5A•101445.2/A440 2008 •• � �A,�V1 • tY1AW:)A:101/I.S.2 1997 •• • UIXt4 1: :0: •• 2002 ••A5 OE1886 • • •• 2005 ASTM E1996 2009 • ••• ASTV UP% ••• ••• 2002 • • • ••i i• 1•AS•202• • • • 1994 ••• • • • • • •• TA�`�3 • • • 1994 1994 Equivalence of Product Standards 0:0• • • • • ••• • • Certified B • • • • • • • • :000:• • • :00.: • • • • • ••• • • • ••• • • htlPsJ/Aoridabulcfifg org/pr'/pr app_ px?param=wGEVXGwvtDgsw8ZVNfe8A7Zpdtbg71X7FVflmYJ2X0a64PnPAtFRRBQak3d%3d 1/4 12/13/2016 Florida Building Code Ordine Product Approval Method Method 1 Option A Date Submitted 06/26/2015 Date Validated 08/11/2015 Date Pending FBC Approval Date Approved 08/15/2015 Summary of Products FL# Model,Number or Name Description 14608.1 Series"1000"Aluminum Non- Series°1000"Aluminum Non-Impact Fixed Window Impact Fixed Window Lbnits of Use Certification Agency CertHicate Approved for use in HVHZ:No FL 14608 R4 C CAC NI006122 01- 7-signed►odf Approved for use outside HVHZ:Yes FL14608 R4 G CAC NI0061 ?.07-Ri-slant ,r1 Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +130.0/-130.0 12/31/2019 Other.Maximum Size: 60"x 48 Monolithic or Insulated Installation Instructions glass x114608 R4 II 08-02393A.Kdf Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports Fr 14608 R4 AE 513i66A gdf Created by Independent Third Party:Yes 14608.2 Series"1500"Aluminum Non- Series"1500"Aluminum Non-Impact Fixed Window Impact Fixed Window Lbnits of Use Certi kation Agency certificate APProved for use In HVHZ:No ELI.4608 R4 C CAC NI0061760 R7 csgned. odf Approved ibr use outside HVHZ:Yes F 14608 R4 C CAC NI00617a naR 1 signed.W Impact Resistant:No Quafty Assurance Contract Expiration Date Design Pressure:+125.0/-125.0 04/30/2020 Other.Maximum Size: 96"x 48". Monolithic or Insulated Instagation Instructions glass FL14608 R4 H 08-023944 odf Verified By: Luis R. Lomas, P.E. Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports Fl-14608 R4 AE 513 67 odf Created by Independent Third Party:Yes 14608.3 Series"FWI 2000"Aluminum Impact Series"FWI 2000"Aluminum Impact Fixed Window Fixed Window Limits of Use CertHication Agency CertHicate Approved for use In HVHZ:Yes W408 R4 C CKNI0090 3 m R� i9ne.s.�sf Approved for use outside HVHZ:Yes Quality Assurance contract Expiration Date Impact Resbstarrt:Yes 02/28/2021 Design Pressure:+90/-90 Installation Instructions Other.Maximum Size: 144-x 48- FL14608 R4 ir 087023954 pdf Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL14608 R4 A x13168 df FLi4608 R4 AE NOA 14--0423.1f;RDF Created by Independent Third Party:Yes 14608.4 Series 1436 Vinyl Non-Impact Fixed Series 1436 Vinyl Non-Impact Fixed Window with Nailing Fin Window with Nailinge%n----------------- ••• • • • • • •• Apits of Use proved for use th HVHZ:No •• •i ••i C id Agency Certificate ••• •• •• 1 Rd Ar NI01060 1 sign c,p Approved for use outside HVHZ:Yes Qualtt� rare Contract Expiration Date Impact Resistant.No 07/31/2019 Desiga Pressure:+80/-80 Iostellatlon Other.Maximum Size: 71 1/2"x 71 1/2t yinstructions jarA�14saterj�l0 146b8• ;b8-005576�df be rigid PVC from Deceunlnck North America AAWA Cesfilfled •VeriFled4 Lrsls R. Lomas, P.E. Florida P.E. 62514 (DEP-1) •; ;• • •• r4 of tel bW In�ndent Third Party:Yes ••• • ••• �valuattAn Reports FI 14608 R4 AE 109464 p Created by Independent Third Party:Yes 14608.5 Series 1446 Vinyl Nein-Irs=pauct H& Sees ;44.6 Vinyl Non-Impact Fixed Window with Flange Window with Flange* of 4 • • •• •0 htIpsJlfloridatxaldirsg arg/pr/pr app0.Zspx?param=wGEVXQwDgwlgZVN%MMpdibg71X7FVfimYJ2X0a6~AIFRRIQ°A3d%3d 24 12/13!2015 Florida Building Code Online Limits of Use Certification Agency Certificate - s Approved for use In HVHZ.No FL14608 R4 C CAC NI010609.01-Ri-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2019 Design Pressure:+80/-80 Installation Instructions _ Other.Maximum Size:74 1/2"x 72". Frame material to be FL14608 R4 A 08-00559C.odf rigid PVC from Deceuninck North America AAMA Certifled Verifled By: Luis R. Lomas, P.E. Florida P.E. 62514 (DEP-1) Created by Independent Third Party:Yes Evaluation Reports FL14608 R4 AE 510948B.pdf Created by Independent Third Party:Yes 14608.6 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ Window with Flange HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 17L14608 R4 C CAC NI011878 01-Ri Pdf Approved for use outside HVHZ:Yes FL14608 R4 C CAC Ni011878-R1,_pdf Impact Resistant:Yes FL14608 R4 C CAC NI011879 01-R1 Ddf Design Pressure:+80.0/-80.0 FL14608 R4 C CAC N1011879-RI.Pd Others Maximum Size: 72"x 63". Frame material to be rigid Quality Assurance Contract Expiration Date PVC from Deceunlnck North America AAMA Certifled(DEP-1) 01/31/2017 Installation Instructions 171-14608 R4 11 (18-022948 Rdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports FL14608 R4 AE 13-0328 09-COMP,gdf F7 14608 R4 AE 13-0328.09 Dupont SentrvGlas.pd FL14608 R4 AE 513043B.adf Created by Independent Third Party:Yes 14608.7 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ Window with Flange HVHZ Limits of use Certification Agency Certificate Approved for use In HVHZ:Yes ELI-4608 R4 C CAC NI011RRn n1-R1 Rdf Approved for use outside HVHZ:Yes E1.14608 R4 C CAC N1011880-R1 ndf Impact Resistant:Yes FL14608 R4 C CAC NI011881 01-R1 )df Design Pressure:+80.0/-80.0 E 14608 R4 C CAC NI011881-Ri Qdf Other.Maximum Size: 72"x 84". Frame material to be rigid Quality Assurance Contract Expiration Date PVC from Deceuninck North America AAMA Certifled(DEP-1) 01/31/2017 Installation Instructions FL14608 114 11 08-02 o B ndf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports EL14608 R4 AE-13-0328 09-COMP p 171-1401-114-AE 13-032&Q2 Dupont Senb vGlas.pdf BA4608 R4 AEM3042B.Rdf Created by Independent Third Party:Yes 14608.8 Series�2456nyl Impact Fixed Series 2456 Vinyl impact Fixed Window with Nailing Fin Windoailing Fin Limits of Use Certification Agency Certmcate Approved for use In HVHZ:No 17L14608 R4 C CAC N1010610-R1 ignedodf Approved for use outside HVHZ:Yes EL14M R4 C CAC N101 of s6-R 1-•; Impact Resistant:Yes g� Design Pressure:+50%50 Quality Assurance Contract Expiration Date 09/30/2014 Other.Maximum Size: 64"x 84". Frame material to be rigid Installation Instructions PVC from Deceuninck North America AAMA Certified(DEP-1) EL14608 R4 11 08-005630 odf Verified By: Luis R. Lomas, P.E. Florida P.E.62514 Created by Independent Third Party:Yes Evaluation Reports fL14608 R4 AEMoqs2A,pdf 177,.14608 R4 AE NOA 14-04 1 PDF •• ••• • • •Cre$teg byadependent Third Party:Yes 14608.9 Series 2466 Vinyl Impact 14sed. Sirl�.a•4664firyl Impact Fixed Window with Flange Window With Flen9t♦• ••• •• L• •• Limits of use ation Agency Certificate Approved fur use in HVHZ:No 8 R4 C CAC NI0106 - 1- gned.�f for use outside HVHZ:Yes • • • • . 4 _ ec NIO 06sa n1_Ri slg�pif Impact Resistant:Yes • • • Assur$nce Contract Expiration Date Design Pressure: +60/-60 �i i• � •� 019 •• Other.Maximum Size: 64"x 84". Frame'rfldteri3l to be'rldld allon I&buctions PVC from Deceuninck North America AAMA Certified(DEP-1) 8 R H 08-00s65C Ddf d By: Luis R. Lomas,P.E. Florida P.E.62514 l�I by Ildependent Third Party:Yes on Reports••• • 6 R4% NOA 14 042 1 s RDF tltpsJ/floridabtdlcgrrg.arg/pr/pr_ 0aspix? warn=WGEVXQWtDgswWMfe8A7Zpdfbg71X7FVtvnYJ2X0a64PnPAtFRRBQ%3d%3d 34 12J13=15 Florida EMIding Code Opine • I I Created by Independent Third Party:Yes Back Pdext Contact US::1940 North Monroe Street.Tallahassee FL aZM phone:8M497- The M 497-The State of Florida Is an WEED employer.Comffkft 2007-2013 State of Florida.::Prh&,"Statement::Accessibility 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,do not send electronic mail to this entity.Instead,cordae the office by phone or by traditional mail.If you have any questions,please Motact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees lid under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the Iieensesee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an small address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick h-. Prodi Approval Accepts: Af+ securi mi-TRIO Elm •• ••• • • • • • •• • •• • • • • as • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • • • • •••• •• • 0110 •• ••• ••• • ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WS://licridabtelding.a'9 ffir aWA"plx?p 'r WGEV QW'DWw8ZVNfe MPdIbg71XMVWYJ2 MM:"nPAtFRRBQ"AW/o3d 414 NOTICE OF PRODUCT CERTIFICATION t ` d r ' CERTIFICATION NO: NI010610.01-R1 DATE: 05/09/2011 CERTIFICATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 REVISION DATE: 04/26/2015 To verify that the"Notice ofProduct Certification"is valid,please visit www.NAMICcrtification.com to assure that the Product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series"246611 Impact Rated 10030 Bavaria Road Vinyl Fixed Window Ft.Myers,FL 33913 w/Flange Frame Configuration:o Glazing:IG-3/16"Annealed Glass/ Laminate-3/16"Annealed Glass/0.075"Solutia Sea Storm Interlayer/3/16"Annealed Glass Frame: W-1626mm(64") H-2134mm(84") DLO: W-1486mm(58.5") H-2007mm(79") SPECIFICATION PRODUCT RATING ASTM E1886-02/E1996-02 Design Pressure: +60%60 psf Wind Zone 4-Missile Level D Product Tested By: Certified Testing Laboratories. Report No: CTLA-2062W-5 Expiration Date: 3une 30,2020 Administrator's Signature: ;.; •� NATIONAL 4C(QPtEDJT,4.'IQrJ STD MANAGEMXNT $i9oT1MF.4 .C. 4794 George WaShNiton NendajW Hig WIt Hayes,VA 23072 Tel;(404)684-5124... . Fax:{80$)6�-�1.22 . .. • . • • • • .. . . . .. .. ... . . . ... . . NOTICE OF PRODUCT CERTIFICATION F V 104 _ ' CERTIFICATION NO: N1010656.01-R1 DATE: 05/24/2011 ? CERTIFICATION PROGRAM: Structural COMPANY: Eastern CODE: 1783-1 REVISION DATE: 06/16/2014 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed This certification represents product conformity to the applicable specification and that certification criteria has been satisfied ANAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Eastern Architectural Systems Series"2466" Vinyl 10030 Bavaria Road Impact Fixed Window Ft.Myers,FL 33913 Configuration:O Glazing:IG-3/16"Annealed Glass/ Laminate-3/16"Annealed Glass/0.075"Sea Storm Solutia/3/16"Annealed Glass Frame: W-1626mm(64") H-2134mm(84") DLO: W-1495mm(58.8811) H-2003mm(78.88") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-05 FW C801626 x 2134(64 x 84) Product Tested By:Architectural Testing,Inc. Report No: 68099.03-701-47 Expiration Bate: S,Member 34,2419 Administrator's Signature: • • • •• . .. . . . . ... . NATIONAL ;aICCREDITATION+ND MANAGE' . TI'r UTA. INC. 4794 George WJsthington*Nemorial I#ighvvay Hayes,VA 23072 Tel:•IY04)684-hp,(:• Fax:X80.468445222: J!01 . . . • L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St- Danville,VA 24541 Report No.: 510954B 434-688-0609 Manufacturer: Eastern Architectural Systems 16341 Domestic Ave FT Myers,FL 33912 Product Line: 2466 Picture Window Compliance. The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-00565 revision C,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No.:CTLA 2062W-5 signed and sealed by Ramesh Patel,P.E. Certified Testing Laboratories,Orlando,FL. ASTM E1886-02 and ASTM E1996-02 ASTM E1886/E1996 Large Missile Impact Test,Level D,Wind Zone 4 ASTM E1886/E1996 Cyclic Load Test,*60.0 psf design pressure 3. Test Report No.:ATI 68099.03-701-47 signed by Michael L.Mackereth Architectural Testing,York,PA. AAMA/WDMA/CSA 101fi.S.2/A440-05 Design pressure: *80.Opsf Water penetration resistance 12.Opsf 4. Anchor calculations,report number 510954,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use. • Maximum design pressure: *60.Opsf • Maximum unit size: 64"x 84" • Units must be glazed per ASTM E 1300-04. See installation instructions for details. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • PVC profiles certified by AAMA Deceunick North America DEP-1 and VBP 2 Installation. Units must be installed in accordance with approval document,08-00565 revision C. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also,I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). ``�\Jj1 4i 1IIlIlI��li *. 0 5 •�Ir , TAT OF • '� • •.• • ••• ••• ••• Y 0 so ��1�11111tt1�t� 1 Of 1 •;• ; ; ; ; +;• ; ; Luis R.Lomas,P.E. • ' ' "• • • • FL No.:62514 • •• •• • • ++ •• 06/22/2015 2 1/2" MIN. R�sroNs EDGE DISTANCE DATE ROVED REV DESCRIPTION on '•e BY OTHERS A MANUFACTURER'S NAME CHANCE 03/03/09 R.L. °' ° d ' e 1/4" MINB UPDATED PER NEW CERTIFICAI[ON 06/26/14 R.L. • d e 4° °.' � : 1 . OPTIONAL 1X BUCK ° ' ° "e ed. d C REVISED INSTALLATION DETAILS 06/22/13 R.L. SEE NOTES 3-7 SHEET 1 ° e ° °• e EMBEDMENT 1 1/4" MIN. —� EMBEDMENT CONCRETE/MASONRY APPROVED D BY OTHERS ° SEALANT 1/4" MAX, OPTIONAL 1X BUCK o 1/4" MAX. SHIM SPACE SEE NOTES 3-7 SHEET 1 °Q SHIM SPACE 3/16" TAPCON 3/16" TAPCON 0000•• ° W AklOFt •+• +• •+ • •• +0000• .e 000.0• • • • • •• • :00••: ° • • • • 2 1/2" a •00• • •• 0000• EXTERIOR INTERIOR MIN. •• •0:000 EDGE • • DISTANCE .:e O •• 00 ••••ai 0000•• ° • • + o •00.00 0 • ER► + APPROVED •+•++• SEALANT a •+•• + • 0000•• JAMB INSTALLATIOWBETA•IL •0 :•: + • COVCRET&M48ONRYINSTALLATTON 00 • APPROVED SEALANT 3/16" TAPCON NOTES: OPTIONAL 1X BUCK 1/4" MAX. 1.LNERIORANDEXTERIORFlNISHES,BYOTHERS, SEE NOTES 3-7 SHEET 1 SHIM SPACE NOTSHOWNFORCLARRY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 CONCRETE/MASONRY BY OTHERS ° e. A.; 1 1/4" MIN. SIGNEq;06/29/2015 .a d EMBEDMENT �► Eastern ADNSMOF°�� \\\\1t1M1►///// d -A ° ' e 6181BW1!@I'ALBTPOLY `\�\d R' C G S7 rJ�\�ElVS�9tp�i� 2 1/2" MIN. 2466 PICTURE WINDOW =*� 0 •. EDGE DISTANCE 64 x 84 = E VERTICAL CROSS SECTION INSTALLATION DETAILS AT OP CONCROEWSONRYINSTALLAWN o?AWN: OWG N0. REV IO••'+lORiDP•\ \ scnLE NTS DATE 7/29/08 os- 45oP 4 C '//�s/�NAL� �6��` R0'ISIONS REV DESCRIPTION DATE APPROVED A MANUFACTURER'S NAME CHANGE 03/03/09 R.L. B UPDATED PER NEW CERTIFICATION 06/26/14 R.L C REVISED INSTALLATION DETAILS 06/22/16 R.L NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH REQUIREMENTS OF THE FLORIDA BUILDING CODE, TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. 3, IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. ALL FASTENERS TO BE CORROSION RESISTANT. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT��•t;SQ IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM•STRENBTH SPECIFIED BELOW: ••••• 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 • • • • B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,19 PSI :0. •• •• FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-9D!? EL•N, TYPIE 1 EOR GREATER BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUM INU%jg%554rJ5 1/8" THICK MINIMUM• • MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 19. UNITS MAY BE INSTALLED WITH OR WITHOUT ADD—ON FLANGE. •••••• 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED •••• •• • • • COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF •••••• •••• ••••• THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS •••••• • •• • *0:000 • PROVIDED. • • • •• •• •• •• •••••• 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT •••••• • • EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR • • • • • • • • GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". ••••• •••••• • • 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE • • OF SUSTAINING APPLICABLE LOADS. ••• 0•• • • ••• *0000: 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 9.9 • • 11. FRAME MATERIAL: EXTRUDED RIGID PVC. •• • 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNER.,06/23x1015 ft L1� til11 Atu F NINUM.;':. Ea WNLEYL 189N 001@BTD RV@ �N J` • �� ..... � voAr wee cwnnnaselx TABLE OF CONTENTSAA. 2466 PICTURE WINDOW r "- A SHEET N0. DESCRIPTION64 x 84NOTESNOTES 2 ELEVATIONM NO 08-00585 C 4 INSTALLATION DETAILS �E NTS DATE 7/29/08 1 OF 4 1 � Ar Ra�oNs 64" MAX FRAME WIDTH REV DFscMON DATE APPROVED A MANUFACTURER'S NAME CHANGE 03/03/09 R.L 6" MAX. 0 C. 6" MAX, B UPDATED PER NEW CERTIFlCATANI 06/26/14 R.L C REVISED INSTALLATION DETAILS 06/22/15 R.L 6" MAX. Y 9" MAX. O.C. 1 1/4- 3/16" ANN .075" SEASTORM BY EASTMAN • • 0000•• 3/16" ANN —.{ 3/16" A9VN ••• • •••• • \� 78 7/8- 84° SIKAFLEX 552 •••�•• i 000MAX 0 ••••i• \ MAX FRAME *AtLlMfNUM • • • D.LO. HEIGHT �_ •"4 SPACER•• • 9000: 1/2" BITE ••9ii�M i 0000 00000 909••9 • • • • •9.9• •• •• •• •• 0000•• SETTING BLOCK ••••9• • GLAZING DETAIL : 0 : • •• 000000 0 00000• • • • • • • • •• • • •0• :0900: 6" MAX. 58 7/8" MAX. D.L.O. 2466 PICTURE WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACTRATIAG SIGNEIJ:06/23/2015 tso.oPSF LARGE AND SMALL •�► Esste�n "n \\tllffff/l MISSILE/MP C xcrrcamAr �1`� ft. 77//�' �,,,,,;,,,,,� o e�: �asn oaA•rcrae ��J\• - e�.e a war"wo�navoAsvev `�•�tCEL0 ly8�9�p 2466 PICTURE WINDOW �c• ELEVATION AND GLAZING DETAIL64 x 84 ! TATE OF W� DRAM. Dwxr 08-00565 �4'"�►'pd'<OR10P;G�� SCALE NTS DATE 7/29/08 2 OF 4 11111%A 1 ��` _ 1/2" MIN. mnnsloNs I EDGE DISTANCE f 3/4" MIN. REV DESCRIPMON DATE APPRo,M WOOD FRAMING METAL EDGE DISTANCE OR 2X BUCK STRUCTURE A MANUFACTURER'S NAME CHANGE 03/03/09 R.L. BY OTHERS 1 1/4" MIN. BY OTHERS B UPDATED PER NEW CERTIFICATION 06/26/14 R.L. EMBEDMENT C REVISED INSTALLATION DETAILS 06/22/16 R.L. 1/4" MAX. APPROVED 1/4" MAX. APPROVED T� SHIM SPACE SHIM SPACE SEALANT 1/4" MAX. INTERIOR SHIM SPACE 3/4" MIN. #10 WOOD91 EDGE DISTANCE SCREW #10 SMS OR SELF DRILLING #10 SMS OR SCREW SELF DRILLING SCREWS METAL • ••••• STRUCTURE • • • • • BY OTHERS ••• APPROVE•p • RIOR •• • ••••• •••••JEALANT EXTERIOR INTERIOR JAS INSTA!j.�4T10N DETA4•••• • METAWTRUCTYREdW ALLAH TION EXTERIOR INTERIOR 1 1/4" MIN. •••t/4" MAX• •• 00000 EMBEDMENT •$HjM SPACE• • •• ••• `�• • • • ••• •• •• •••••• 1/2" MIN. • • EDGE DISTANCE • • •••• • • • INTERIOR;....: #10SCREWOOD #10 SMS OR #10 WOOD • • • SELF DRILLING SCREW • APPROVED SCREW SEALANT 1/4" MAX. ASEALAANNT Q SHIM SPACE WOOD FRAMING 1/4" MAX. OR 2X BUCK SHIM SPACE BY OTHERS EXTERIOR WOOD FRAMING METAL APPROVED OR 2X BUCK 1 1/4" MIN. STRUCTURE SEALANT BY OTHERS EMBEDMENT BY OTHERS JAMB INSTALLATION DETAIL 1/2" MIN. 3/4" MIN. WOOD FRAMINGOR2X BUCKINSTALLATION EDGE DISTANCE EDGE DISTANCE SIGNED;06/23/2015 VERTICAL CROSS SECTION � Enst�arn 48 A tttttil WOOD FRAMING OR2X8WKINSTA"TION VERTICAL CROSS SECTION ««., «� ,es.,oa�rc�e u r `O�J�4i•li• Z 0�/i�� METAL STRUCTUREMTAUA77ON �. `".:.-»::�.��: �� `�,•.��CtSNs�'9ip�i� NOTES' 2466 PICTURE WINDOW g*• p �OF 1k= 1.lNTERIORAND EMRIORFINISHES,BYOTHERS, 64 x 84 2.PEND TERANDN FOR LARl71 INSTALLATION DETAILS � j T 2.PERIMETER ANO JOINT SEALANT BYOTHER$TO BE G DESIGNED INACCORDANCE WITHAS1ME2i12 LZM DWG NO. REv i'�t►•'�CORld4•C � DarE 7/29/08 08-00565�T30F 4 2 ' MIN. oNS EDGE DISTANCE REVDESCRIPT= DATE nPPRavEo CONCRETE MASONRY BY OTHERS A MANUFACTURER'S NAME CHANGE 03/03/09 R.L. ,. °° j. e ea.. a ' 1 1/4" MIN. B UPDATED PER NEW CERTIFICATMN 06/26/14 R.L. d• Q ."n, ..a a,' OPTIONAL 1X BUCK EMBEDMENT C REVISED INSTALLATION DETAILS 06/22/16 R.L. SEE NOTES 3-7 SHEET 1 a a' ° i 1/4" MIN. _T EMBEDMENT CONCRETE/MASONRY APPROVED BY OTHERS a SEALANT 1/4" MAX, ° SHIM SPACE OPTIONAL 1X BUCK v 1/4" MAX. SEE NOTES 3-7 SHEET 1 e" SHIM SPACE O 3/16" TAPCON 3/16" TAPCON °� i • •••iii ° 4�-- NRi s• • •••:: •iii•• • •• i • •iii• 2 1/2" °. i •� •• • • EXTER/OR INTERIOR MIN. •••• ; •,•• s•••i EDGE DISTANCE oVD • • • • •••••• •iii•• SEALANT • � • JAMB INSTALLATIOeSIaArAl i• iii ;••••• CONCRET&MASONRY4WALLATION • • • • APPROVED SEALANT 3/16" TAPCON NOTES: OPTIONAL 1X BUCK 1/4' MAX. 1.INTERIORAND EXTERIOR FINISHES,BYOTHERS, SEE NOTES 3-7 SHEET 1 Q SHIM SPACE NOTSHOWNFORCLARITY. Z PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED INACCORDANCE WTTHASTM E2112 CONCRETE/MASONRY BY OTHERS ° •a' a ° 1 1/4" MIN. SIGNED:06a3mols a°. e 4 EMBEDMENT GWNMAROGIkQRIpV,•aveT®i Enstern PASTM MLIrAL YPPLY N, ft. Y~twrw"~ew iB8tl00sarmwM , ItL ~e�. va�'weAe,rwvwsitz `fir,`,�CElV8F;9tP�� 2 1/2" MIN. 2466 PICTURE WINDOW EDGE DISTANCE LA x 84 '4�� E VERTICAL CROSS SECTION INSTALLATION DETAILS TAT D� OF CONCRETFJMASONRYINSTALLATtON oruwN: wwD No. REV i�w►F•'•�OR10P �� SCALE NTS, DATE 7/29/08 08—OOEg45C z�16 0F 4 12/13/2015 Florida Building Code Ordine r FWda Depa1RT112 V BaS Hone Log in user Registration Hot Topic ! Summit Surcharge Stats&Fads publication• Fac Staff I sccs Site Map units i Search 11 Busines A Professi I Product Approval USER:public User Regulation Product Anaroval Menu> Search>Application List>App@catl•n DetaH a , FL# FL17472-R1 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy 3. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext 4314 thoard @easternmetai.com Quality Assurance Representative Address/Phone/Email Calory Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) fiblilgaind Year AAMA 450 2010 •• •••T4S7j)1 • • • •• 1994 • :Tft*2: i i i i 1994 •• •:TtS*3i i i•i •• 1994 •• ••• as • • • •• Equivalence of Product Standards Certified By • ••• • ••• ••• ••• • • • • • • • • • •• • • • • • •• ••• • ••a • • • Product Approval Method i M• ith983 OptonA • •• i •• •••• •• ••• •••• ••• •• • laps:1Moridatxaid1n9org/pr/pr app;1.ffipX?paran--wGEVXQwtDgtCUGgvjQizBAvC%23MUJS%2tWIPJBhz%21Hg9tdf7cCfmsA%&M3d 1/2 12/13IZa15 Florida Building Code Online ► ' Date Submitted 03/24/2015 Date Validated 04/02/2015 Date Pending FBC Approval Date Approved 05/08/2015 Summary of Products FL# Model,Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL17472 RI C CAC 622-104CAR.Dd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2018 Design Pressure:N/A Installation Instructions Other.See drawing set for mullion size,angle and design FL17472 RI 11 PA-0004 HVHZ SS 2015-02-28.pdf pressure rating Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports R17472 RI AE PER3286 HVHZ SS 20 5-02-28 pdf Created by Independent Third Party:Yes 17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T Mullion and X Configurations Limits of Use Certificatlon Agency Certificate Approved br use In HVHZ:Yes FL17472 R1 C CAC 622-101CAR pdf Approved for use outside HVHZ:Yes E 17472 R1 C GAC 622-102CAR of Impact Resistant:Yes FLIZ47-2 RI C GAG 622-103CAR.Dd Design Pressure:N/A FL17472 R1 C GAG 622-105CAR pd Other.See drawing set for mullion size,configuration and FL17472 R1 C CAC 622-106CAR.pdf design pressure rating Quality Assurance Contract Expiration Date 07/18/2018 Instaffat on Instructions FL17472 RI H PA-0003 HVHZ SS 2015-02-28.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party:Yes Evaluation Report FL17472 RI AE PER3285 HVHZ SS 2015-02-28.0f Created by Independent Third Party:Yes back ftleak CWbwt 1940 North Monroe SMOL TallehasNe FL�„ phone:850-487-1824 The State of Florida is an ANEEO employer.CQDV+cft 20W-2013 State of Frodda ::AamsslWitty Statmnen+* . Under Flodde law,small addresses are puWle records.If you do riot want your e-mali address released in response to a publio-remrds regttast,do riot send electronic mail to this entity.Instead,anrrta:.t the offtae by phore or by treditiortal mail.If you have arty questions,please contact 850.487.1395.*Pursuant to Section 455.275(1).Florida Statutes,effective Odnber 1,2012,Ilaeroe�Iloertsed taxler Chapter 455,F.S.must provide the Departmerk witit an email address ff they have ore.Tile malls provided may be used for offldal communication with tits Iloensre.However email addresses are public record.If you�riot wish to supply a Personal address,please provide the Departrnent with an email address which raft be made available to the pains.To determire ff you are a licensee under Chapter 455,F.S.,please dick, . Product Approval Accepts: M securi +t>rett-s ••• ••• • • • • • •• •• ••• •• • • • ••• • •• ••• • ••• ••• ••• ••• ••• •• t•• ••• • • •• • ••• • • • ••• • • https1Moriddixald1ng.org(pr'/p' app mpx?pazam=wGEVXQwtDqtCUGgvjQi2:6AvC%2bOtoUJ6%2fiWIPJ6W/* f7cCfmsA%3oVaM 22 ' Document llft. Doc No: FRM 81-02 �-- _ Structural Performance Rev NO: 7 1 1 jkEYSTOIy Certification Authorization Report Required sy: PRO 131-03 CAR & Product ID Number: 622 - 102.0 Issue Date: 1/16/2015 Revision Date: 4/1/2015 Expiration Date: 7/18/2018 Company Code: 622 This Certification Authorization Report(CAR)is issued by Keystone Certifications, Inc. (KCI)after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affbdng certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model Name: 1"x3-1/8° Heavy Alum Mullion HiV/T/X 10030 Bavaria Road Operator Type: Mull Fort Myers FL 33913 Configuration: No Reinforcement Max. Width: See Table Max. Height: See Table Referenced Standard: Product Rating: HAMA 450-10& PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W 6A/7A Test Report Expiration: 7/18/2018 .. . . . . . .. Authorized Signature: ...: •.: : : : :Keystone Certifications, Inc. • ' ' $64 Old York Road Suite 5 D ft�b urkhstm •• •• • • • • •fitters, Pennsylvania 17319 sd Cer m=st� undo. �W-rkh@"`-� Phone:717-932-8500 ertw0�w►id��keystonecercscom,rUS • ••• • ••• ••• •.• Date2015.04.01103924-04'00 • *Fax:717-932-8501 •t• • •t• ••• • • •• • ••• • • • • ••• • • R3i •• ••WWWjMYSO0: • , Appendix 1 CAR No:622-102.0 �YSTONE, Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: Vx3-1/8n Heavy Aluminum Mullion,Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-ONE-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 1 24 30 36 42 1 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4 72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 4 . 61 96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3 108 58.9 44.6 36.1 30.5 26.6 23.7 21.8 21.5 19.9 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-TWO-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 . 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 96 83.0 62.3EtEgfl:275�.021.9 35.6 31.1 28.1 27.7 24.9 108 58.3 43.7 19.8 19.4 17.5 Impact Ratings•.: ASTM E1996-Wind Zone 4,Missile Level D : • '• PA/TAS 201/203-Large Missile and Small Missile corgpliqo• • • • • • • Keystone Certifications,Inc. 564 Old York Road,Suite 5 Etters,PA 17319 Phone:7 .7.982.8;o:• �• ; www.key*n s cc:n: • . ... . % .. 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Eastern Architectural Systems, Inc. HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval FIS# FL17472 Report leo. 3285 Florida Building Code 2010 & 56 Edition Per Rule 61G20-3 Method: 1 —A (Certification) Category: Windows Sub—Category: Mullions Product: HVHZ Clipped Aluminum Tube Mullions Material: Aluminum 6005-T5&6063-T6 Prepared For: Eastern Architectural Systems 10030 Bavaria Road Ft Myers, FL 33913 oes F. � i Hermes F.•ii®retcyF.E+ : :•: •• .�� \ -p0 Florida.Professiofl Engineer#�1 A � ••' � � 7 Date: 02/27/15 = • ... ... . Evaluation Rep9it: :• 1-* 4 • ;. 'moi �S G� �` Digitally signed by Hermes F.Norero,P.E. ��r I ri►+++�� Reasofl:f aM agprp4nTehis document Hermes F.Norero,P.E. Date:2�15;Q2� x;40 f 9X508' Florida No.73778 .... . . . ... . . BUILDING DROPS FL*: FL17472 A Perfect Solution in Every Drop Date: 02/27/15 Certificate of Authorization:29578 Report No: 3285 Manufacturer: Eastern Architectural Systems,Inc. Product Category: Windows Product Sub-Category: Mullions Compliance Method: State Product Approval Rule 61G20-3 Product Name: HVHZ Clipped Aluminum Tube Mullions Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for Eastern Architectural Systems,Inc.based on Rule Chapter No.61G20-3, Method 1a of the State of Florida Product Approval,Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F.Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010&51 Edition Florida Building Code. See Installation Instructions PA40003,signed and sealed by Hermes F.Norero, P.E.(FL#73778)for specific use parameters. Umits of Use: 1. This product has been evaluated and is in compliance with the 2010&5u'Edition Florida Building Code,including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010&S'Edition Florida Building Code and does not require an impact resistant covering. Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA-OW3 require further engineering analysis by a licensed engineer or registered architect. 5. All configurations shown in installptibrrirptsugtigni PA►—.have been qualified as required by section 1715.5.5 of the 2010 FAC and l;ed6n=093 W the St'h Edition FBC. 6. See Installation Instructions PA-0893 fat,siie anades gr-pressure limitations. • ••• . ... ••• ••• ... . ... . . .. • Hermes F. Norero,P.E. •• ••• Florida No.73778 • ' ' ' • • Page 2 of 4 :•: • • • ... . . 000 ... . . BUILDING DROPS FL#: FL17472 _ A Perfect Solution in Every Drop Date: 02/27j15 Certificate of Authorization:29578 Report No: 3285 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and Rule 61G20-3 for manufacturing under a Certification Agency through Keystone Certifications,Inc.(FBC Organization M CER1523). Referenced Code Sections: 1. 1715.5.5 of the 2010 FBC 2. 1710.5.3 of the 5t'Edition FBC Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization M TST1577) Report M CTLA 301OW-4 Report Date:07/18/14 Report M CTLA 3010W-4A Report Date:07/18/14 Report M CTLA 301OW-5 Report Date:07/18/14 Report M CTLA 301OW-SA Report Date:07/18/14 Report M CTLA 301OW-6 Report Date:07/18/14 Report M CTLA 3010W-6A Report Date:07/18/14 Report M CTLA 301OW-7 Report Date:07/18/14 Report M CTLA 3010W-7A Report Date:07/18/14 Report M CTLA 301OW-8 Report Date:07/18/14 Report M CTLA 3010W-8A Report Date:07/18/14 Report M CTLA 301OW-9 Report Date:07/18/14 Report M CTLA 3010W-9A Report Date:07/18/14 2. Certification Agency Keystone Certifications,Inc. (FBC Organization M CER1523) • • .. • 00 00 00 • • •• • ••• ••• ••• • • . • • • • • • • • • Hermes F.Norero, P.E. 0:0 . • • • ••• • Florida No.73778 . . ..: ; Page 3 of 4 . . . . . . . • .. .. . . . .. .. ... . • . 000 0 . BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop Date: 02/27/15 Certificate of Authorization:29578 Report No: 3285 Installation: 1. Approved anchor types and substrates are as follows: A. For two by(2X)wood frame substrate,use#14 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For metal stud substrate,use 1/4"Grade 5 self-drilling screw type metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Refer to Installation Instructions(PA-=3)for anchor locations,design load tables,and further details of the installation requirements. Design Pressure: See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details. .. ... .. . . . .. .• ... .. ••• . . . ... ... .•. : •• •. 0 so Hermes F.Norero,P.E. • • • +•• • Florida No.73778 • . • • • Page 4 of 4 • . . • • • • ••• • • 0 0 . . 0 000• ••• •: i•i • .. +• EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: �•--'01—x{ 'WZ'l �Wl•�'yy .1 L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&5th EDITION I I I I FLORIDA —{- BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. IT C 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT RE UIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 �� MULL INDIVIDUAL UNITS ATTCHEDTOMUWO EI RATED. �� $PAWL' 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF ••••• INSTALLATION. •..VERTICAL SPAN ••••;• / S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL0 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E SPAN'L' ••••• M�•� • FOR THE PROJECT OF INSTALLATION. 4 • SPAIII V •••••• 00• 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLELTACTUAL CONDITIONS FOR A MULLION , , 00 • SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, TYP. 0000• •••� 1••••: A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN ��, NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-OADE PERA. 7/� 0000 000* • •••• • 7. MULLION&CUP MATERIAL,ALUMINUM 6005-TS&6063-T6 •0000 3-T6(AS NOTED) • •0 0 00 8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL � • �W!••••• Y/� •00.0 • • 9. SEE SHEETS S-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION 0 • • � 0 CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A ••• • 10. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TV �I1 • • • t►• INTOCONTACTWITHALUMINUMLINITFRAMINGSHALLBEPROTECTEDASDEFINEDINSEC2W3.8A. TYPICAL PICAL MULLION ASSEMBLY HO1MONTAL.y.1 t j1`14ULL��IY• MULL INSTRUCTIONS: SPAN'L'r L DETERMI NE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. YU2' TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS.. • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH I GENERAL NOTES,INSTRUCTWNS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. WS' 2 MULJSON DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY E OR GN 3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6.10. 4 - MULLION SECTIONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED, Ia TYPICAL MULLION&CLIP ASSEMBLIES S. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN 6 - 1°X 3-1/8'(LIGHT')MULLION DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 7 - 1°X 3-1/8°(HEAVY)MULLION DESIGN LOAD TABLES 8 L°X 4°MULLION DESIGN LOAD TABLES ,` ,Int t�tO,,,,,, ReAJIaHe Enatern MTBO 9 2°X 4°MULLION DESIGN LOAD TABLES MY 10 2'X 6°MULLION DESIGN LOAD TABLES ��`,�..• .�•f O�i «`.m:°tioc.e:«o /0090��'� 000wo vdR YYBlB.Fl0RDA3=3 11 MULLION ASSEMBLY AND LOAD EXAMPLES �.'•• • '�_ = HVHZ CUPPED ALUMINUM TUBMULLIONS *p• :* VERTICAL AND HORIZONTAL CONFlGUM11ONS Digitally signed by Hermes F.Norero,P.E. ot, c Po��vJ�.� o 05 JH _ Reason:I am approving this document �'�,`� �'�.�`� PTI—coos N.T.S. AA 873 Date:2015.02.2812.45:10-05'00' 7!or 1 —►I 2.0m I.— —�{ �►— 1.000° 0.250" 1.000" '—"� 2.000. �--� '_"`� f+-- 1.000° 0.250° 0.250° 6.000" 0.124" 0.125" 0 3.125" 3.125" 4' 4.000000" " • :so*** so 0:0 •••••• 0.375° 0.625" 0.250" •••i•• • • (LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 0.250" " •Qi2y5Q" •• • :0000: i MULLION 2 X 4 • ZI X 6" • . • SEE SHEET 6 FOR LEE SHEET 7 FOR MULLION MU W ON 000 I�AULUON• •• 00000 QUALIFIED CLIPS QUALIF2ED CLIPL SHEET 8 FOR SEE SHEET 9 FOR •• S EET 10 CIA • ••i••• QUALIFIED CLIPS QUALIFIED CLIPS ••Qdr,LIFIED CLIR6•••i 000000 •••••• • • • • •••••• • • NOTE:SEE SHEET 3 FOR SPECIFIC 000• • • 000 ••••: • CLIP TYPES AND DIMENSIONS. • • • 0 0 o W; Eastern ��,,��' • .�O�� ALUMlNI.IM a i«o neonn 1003"BAVANNROAD 1«vwor w.«oow ,PLOq•q A4BI9 *.• * HVHZ CLIPPED ALUMINUM TUBE MULLIONS T VERTICAL AND HORIZONTAL CONFIGURATIONS §s SECTIONSi��,� •. C P,'tV��C DAM DPAM— ... 4�i8` •• •••G��O�� oRAYRA K* 13 TJH sumwsarova.n �e PA —00MMATeop 03 �u�r 22:OF 11 nev �4'� 0 0 2.25° !\e 7 2.2 —T 0 0 ' 2.625° 3.375" 0 2.25° o " 0 �25. 1.75" o 0 0 1 4.625" 5.375" 2.25" —T 0.12S° � 0.125" 2- , 2a 0.125° 2" T 2"X 5"X 21/4" L-CLIP 2"X 5" X 13/4" L-CLIP 0 0 z.z50 • -� ALUMINUM 6063-T6 °!1 g• .00000 2"X 4"X 3 3/8" L-CLIP ALUMINUM 6063-T6 2° • ALUMINUM 6063-T6 • • •• � ese••• s x 2w 0 2 X0.46° s'/g��-CLIP• • ALUMINU - 6 •sees • ••:•* • • • • •• • : ••e e• � o ° �` 2.25° 0 1 •• •10.46 • ••••• •2.25" ° 2.25" o 0.722°—. 00 2.25" 0 2.25° 225" • •.•••so° _L C �L • �a • 2.25° • 0 00 • 0.188" �• • •• • 1.25" j H—T H—T o 2 25° 0 2.25" o ° 2.125" 1015/32"X 21/4" H-CLIP -1 0l88° ALUMINUM 6063-T6 21/4" U-CLIP 13/4" U-CLIP 1.25° -1 ALUMINUM 6005-75 ALUMINUM 6005-T5 1015/32"X 13/4" H-CLIP g,zg• ALUMINUM 6063-T6 2.25° 2.25"y 2.25" O O O 0 2.625" ,i� eaHf!v.MAwaa,®aoan,aowrwEssE . t� // maaau enereaxe�a�arpgr 1 0125" carr�wrene Rorsmaaa 75" Trux DL� 08 =* 7 ? * HVHZ CUPPED ALUMINUM TUBE MULLIONST VERTICAL AND HORIZONTAL CONFIGURATIONS 81/4"X 3 3/8" H-CLIPr " ° :�9Q= T P,•,.•'•��/� cater wama er: vx�nn®er. CUP DETAILS .` TJH ALUMINUM 6063-T6 ��i �''3' '•• G� 02 05 13 PA-0003 N.T.S. aurioN rm a°Fs�e cave a "° B+ °"re ° ,w" a•v �'3�OF 11 r , INSTALLATION ANCHOR(SEE NOTES 2 L2'MIN INSTALLATION INSTALLATION SHEETS 6-LO) EDGE DIST. ANCHOR(SEE NOTES 11/2'MIN. ANCHOR(SEE NOTES HORIZONTAL SHEETS 6-10) EMBEDMENT SHEETS 640) MULLION.TYP, CONCRETE OR e A MASONRY BY OTHERS CAULK BETWEEN e CONCRETE/MASONRY 61X a. ° d ° 11/4'MIN. 3/4'MIN. ° EXTERIOR MULLION CLIP WOOD BUCK BY OTHERS ° EMBEDMENT EDGE DIST. o•, TYR db ----- -- 'U'CLIP TYP. I X WOOD BUCK OR BY OTHERS MASONRY BCONCRETE O OTHERS ° EXTERIOR INTERIM CAULK BETWEEN a &ON, MULLION CSP CONCRETE/MASONRY S 2XTYR WOOD BUCK BY OTHERS e MUL •• •• I •••••• a • 2 X WOOD BUCK ° •• • • EXTERIOR i I INTERIOR BY OTHERS —— — MULSON •••• • • .... MULLION INTERtoR m'• ZONTALSECTL,QN• Tom• • ••IMUWON IVTERSEQ DETAIL•• ••• (�"ORIZONTAL SECTION �E"'�0We 0 � VERTICAL SECTION " " '•,AMe-2xwooD euO 4 ..... • HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL • SIDE VIEW-VERNALINSTAL ATION I • ' I i•••i• 0009:6 ANCHOR(SEE NOTES I ' ' I • • • SHEETS 6-10) •• • • ••• 000.00 EXTERIOR INTERIOR MULLION,TYP. MULLION EXTERIOR I I TYP NOTE INTERIOR --i DETAILS SHOWN ARE TYPICAL FOR ® ® TYR MULLION CI IP I ALL MULLION 6 CLIP ASSEMBLIES. SEE 5H=V5 6-10 FOR ALLOWABLE VERTICAL MULLION CONFIGURATIONS,SIZES, MULLION,TYP, I MU ON CSP AND DESIGN PRESSURES. i HORIZONTAL SECTION n ° • ° X-MULLION INTERSEQ DETAIL e e 11/4'MIN. SIDE VIEW .4• ° EMBEDMENT PRECAST SIL- a a' BY OTHERS a F ,i resvlslowa E� eaerm, S o AKms.. INSTALLATION �� Q"••..... ..• .��0��'' ;ANCHORR(SEE NOTES 21/2'MIN.SHEETS 6-10) EDGE DISTANCE * Z GIPPED ALUMINUM TUBE MULIONS VCAL AND HORIZONTAL CONFIGURATIONS VERTICAL SECTION $ 'o'°•.• c P•.•'��`�� I Q NCRErE/MASON . .c• ` 02 05 1 SIDE VIEW-VERTICAL �� per'••G��` MTJH �e PA-0003 N.T S. �vwrFONCSYm `xaru n'ne - � By mitawn 'm•' SOF 11 VERTICAL MULLION U—CUP TO MULLION CONNECTION HORIZONTAL MULLION • • • • • • •••••• H—CUP •• • •• • •• • •• ••••• •••••• • • • • • • • • • ••••• •• •• •• •• •09000 0000•• • • • • • • 0000•• 00•0•0 SUBSTRATE BY OTHEli6 • • • • SUBSTRATE VARIES_& • • •0000: NOTES SHEETS 6 10• • •• • • H—CUP ANCHORS •• • ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH V x 3 1J8"MULLION AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED. SHE INDIVIDUAL MULLION SHEETS �,�>>,,,,,►lo,,,,, � h50F Eastern SF. �r Y9R�6.ntLOFtbA3 3emuTZ CUPPED ALUMINUM TUBE MULLIONS ICAL AND HORIZONTAL CONFIGURATIONS P. DETAILS P.•`24,�� 13nn,�arAanG soA� none omm'm 3 NTSxV0F=T=N0.N= mBr °Ate me�uerww BMW- rtav r s r � DESIGN PRESSURE UN9TS FOR MUWON:V x& 8"U -ONE-WAY MUWONS 1.000" ` SPAN'V TRISUTARYWIDTH W IN. MULLION MULLION IN. a 24 m 36 42 48 1 53115 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 20-0 200.0 200.0 200.0 200.0 200.0 200.0 I 200.0 T 200.0 0125" 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3125" 60 200.0 200.0 18LO 158.0 143.3 184.3 129.8 129.3 127.6 _ 72 161.6 123.7 MLS 87.3 77.7 71.1 67.2 66.7 638 84 10Lo 76.9 62.7 S3.S 47.1 42.6 39.7 39.3 369 w8 47.2 317 -s as W. iso 2i5is ssz �9 ONE-WAY MULLION DIAGRAMS 0.375" TWO-WAYMUWONS 1"X 3-1/S" (LIGHT)MULLION ""'• DESIGN PRESSURE UMITS F MUWON:1"x 3• U • . 0909:9•••• SPAN'V TRIBUTARYWIDTH'IM IN. • • • ALUMINUM 6005 T5 � � • IN. 18 24 30 36 42 AB 53.125 54 60 MULLION 000 • 24 .0• 0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 � �� 36 200.0 200.0 200.0 200.0 19L4 167.5 1SL3 148.9 180.0 • 48 200.0 200.0 200.0 167.5 1436 125.6 113.5 111.7 100.5 • a 0 60 200.0 200.0 160 8 134 0 114.9 100.5 90 8 89.3 80 4 • 0 • • 72 157.6 118 2 94 78,8 67.5 59.1 534 52.5 47.3 TRIBUTARY WIDTH- Wl•W2 `••• •...• 84 99.2 744 59.3 49.6 42.5 37.2 336 331 29.8 2 • • • % 65 5 49.9 39.9 332 28,5 24 9 22 5 222 19.9 • • •..• 108 4&7 350 ffi0 233 20.0 17.5 15.8 15.6 140 •• oo • .� �� 00. TWO-WAY MU�0.LI0®11t.DIAGRAV S 0000.. TABLE NOTES: : 0 L SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPIZZL DATALLAT;dN MODS&CaIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS • CMU:1/4"ITW TAPCONS o ° o •CONCRETE:1/4"ITW TAPCONS *METAL:1/4"SELF-DRILLrNo SCREWS(GRADE 5) 0 6. INSTALLATION SUBSTRATES: 0 0 0 0 •WOOANCHOR D S SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"A EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.6.-0.55. ° •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 21/4" U-CLI P x"X 5"X 21/4" L-CLIP BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE ALUMINUM 6005-T5ALUMINUM 6063-T6 PSI."*MUST BE USED IN PAIRS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. U-CLV FOR USE ONLY IN 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. MULLION-TO-MUU.ION CONNECTIONS 44 0 0 0 ,� %g F.'tr::i�� RevreloNB102 e,.,�,,. e..,m.• , rn •Q-i NOTE:SEE SHEET 3 FOR SPECIFIC o 0 0 � 7CLIP TYPES AND DIMENSIONS. VHZ CUPPED ALUMIUM TUBE MULLIONS 1015/32"X 21/4" H-CLIPCAI AND HORIZONTAL CONFIGURATIONS ALUMINUM 6 3-T6 �.a ••. P•° �. x 111 ION 0A7@YNB1°� 5 13 TJH WXPSa+c 003 . euixamwrmHnm.zsa�s� DATE ° "°" 11 DESIGN PRESSURE UNpTS FOR MUWON:1°x 3 8"HEA -ONE-WAY MUUAONS MULLION s SPAN TItIBUTARYWIDTHlV IN. "I �- 1.000° MULLION IN. 38 24 30 36 42 48 53,125 54 60 24 200.0 MU 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 20D.0 200.0 200.0 200.0 2=0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.128° W 200.0 200.0 200.0 191.4 176.7 167.5 162.2 16L6 15 4 72 200.0 154.5 1268 109.1 47.1 86.9 84.0 83,3 79.7 3.125° 84 326.2 96.1 78.4 66.8 56 9 53.2 49,6 49.1 46.1 w a � 5849.9 44. �s os �s z�;a z�is its 1�9:s 1 ONE-WAY MULLION DIAGRAMS DESIGN PRESSURE UN973 FOR W WON:1°x 3 8° HEA -TWO-WAY MUWONS 0.625° :000% s(INle Tlu936ARYW142 IN. 1"X 3-1/8" (HEAVY) MULLION • (IN.; >8 24 36 42 48 53.125 54 60 24 2010 200.0 0 20D.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-T3 MULLION �000000 ULLIONTo '• 36 200.0 200.0 200.0 200.0 191.4 167.5 LSL3 148.9 134.0 0 • •�• �••••• 48 200.0 200.0 200.0 167.5 143.6 325.6 113.5 111.7 100.5 • 60 20D.0 100.0 160.8 130.0 114.9 100.5 90.8 89.3 80.4 •••• • ••• • • 72 19&8 147.6 118.1 9&4 84.4 73.8 66.7 65.6 59.1 w •••• 84 324 0 93.0 74 4 620 531 465 42A 413 37.2 Wl+W2 •••• TRIBUTARY WIDTH= 2 goo** • - 96 83.0 623 498 4L5 3S.6 3L3 281 27.7 24.9 •306 58.3 43.7 35.0 29.2 25.0 21.9 398 ••••• 0*0000 TWO-WAY 4AULUON DJAdFAMS TABLE NOTES: • • ...... ...... L SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TMCAL&STALL41tol ACTNNOOS&•CLIP DETAILS. 00 • 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC QIP DIMENSIONS. o •S. ANCHOR REQUIREMENTS: 0 CMU:1/44 1/4°YTW TAPCONS WOOD S •CONCRETE:1/4°ITW TAPCONS 13/4" U-CLIP 0 o •METAU 1/4'SELF-DRILLING SCREWS(GRADE M 6. INSTALLATION SUBSTRATES: ALUMINUM 6005-TS •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2°&EDGE DISTANCE OF 1°.WOOD SHALL BE max S.G.=o.55. 0 0 0 •HOLLOW CMU ANCHORS SHAD.HAVE A MIN.EMBEDMENT OF 1-U4°&EDGE DISTANCE OF 2-1/2°.HOLLOW CMU SHALL rAceONXNECTZONS USE OW-YIN L ° BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. ON-TO-MULLION " " " •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4°&EDGE DISTANCE OF 2-1/2°.CONCRETE SHALL BE 2 X S X 13/4 L-CLIP MIN.4000PSI. ALUMINUM 63-T6 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. *"MUST BE USED IN PAIRS 18 6A.(0.045°THICK 33 KSI YIELD.ALUMINUM SHALL BE MM 1/8°THICK ALUMINUM 6063-T5. ��quiwprr fw � Eastern a areaO �NOTE:SEE SHEET 3 FOR SPECIFIC .O muxtmee QIP TYPES AND DIMENSIONS. 0 0 0 = * *" HVHZ CUPPED ALUMINUM TUBE MULLIONS o VERTICAL AND HORIZONTAL CONFIGURATIONS LUON 1015/32"X 13/4" H-CLIP ��'o� •.,c P:G\ �,� 02 os i3°"�° y'. ALUMINUM 6063-T6Nm � aoa eurPSA--0003 N.T.S. AAMONZATMNO a er DATE ow:wm'an' °�„ OF 11 xav: w AF i 1 DESIGN PRESSURE LINTS FOR MUWON:Y"x 4°-ONE-WAY MUWONS � I� L000" MULLION SPAN'V TRIBUTARYWIDTH W IN. I I MULLION e IN. 18 24 30 36 42 4851 25 54 60 24 200.0 200.0 200,0 200.0 20D.0 200.0 200.0 200.0 200.0 36 200.0 200.0 X10,0 200.0 200.0 200.0 200A 200.0 200.0 0 25WW 48 200.0 200.0 200.0 200.0 200.0 2010 200.0 200.0 200.0 60 200.0 200.0 200.0 2=0 200.0 20D.0 2=0 200.0 200.0 72 200.0 200.0 200,0 18L5 1616 147.9 139.7 138.6 132.6 4.000" r a 8420D 0 159.9 ]30 4 111.2 9&0 8&5 825 110 76.7 96 1401 1°63 86.3 73.2 64.1 1 67.4 53,1 52.5 ass ONE-WAY MULLION DIAGRAMS 109 9&1 74.2 60.Y 50.8 40.3 39.5 36.3 35.9 33.1 DESIGN PRESSURE UAgTSFOR MUWON:I"x4"-TWO-WAYMUWONS • •• • •• • • • • SPAN'L' TRIBUTARY WIDTH'1M(IN.) ••�"ULLION •• •• IN. 18 24 W 36 1 42 48 53.125 1 54 60 02 MULLION 24 200.0 200.0 0 200.0 200.0 2010 200.0 200.0 200.0 1"X 4" MULLION • •• • 36 2Do o 20D.0 2000 2=0 20x0 2Do.o 200.0 200.0 198.5 0000 ALUMINUM 6008-t3 • • • 48 2=0 2=0 2=0 200.0 2Da0 188.1 16&1 16.4 14&8 ` 60 200.0 2=0 200.0 19&5 170.1 14&8 134.5M3 119.1 •••• ; • ••0000 • • 7z 200.0 200.0 196.6 161.8 140.4 122.9 11L0 109.2 96 3 0 0 0 0 • 0 84 2000 1547 1238 2032 8&4 17.4 69.9 baa 619 TRIBUTARY WIDTH= Wl+W2 • •• • • • •• 96 1382 1037 828 6&1 39.2 3L8 46.9 4ai 4Ls 2 •••••• • 108 97.1 72.8 58.2 4&5 4L6 3&4 32.9 32.4 29.1 • • • n • TWO-WAY�AU4L1ON 01AGRAMS • TABLE NOTES: • • • • • • L SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLA%C^ME•YHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS • CMU:1/4*ITW TAPWNS QUALIFIED ANCHOR CLIPS •CONCRETE:1/4"ITW TAPCONS •METAL:u4°SELF-DRIILING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 11.WOOD SHALL BE MIN.S.G.455. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 0 0 0 o MEDIUMBE WEIGHT CONFORMING TO ASTM C 90. 0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSL •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 0 0 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 0 0 0 0 0 0 2"X 4"X 3 3/8" L-CLIP ►�u,��n,,,,,� A •.�„• 81/4 X 3 3/8 H-CLIP •� SES F o - East&rn - ALUMINUM 6063-T6 �� •• �i ""MUST BE USED IN PAIRS ALUMINUM 6063-T6 ��!/ ,�•Q ,� Ac YM..+YM.. a ob�a 10MBAVAMRW 7 *^ HVHZ CUPPED ALUMINUM TUBE MULLIONS _ o VERTICAL AND HORIZONTAL CONFIGURATIONS TE:SEE SHEET 3 FOR SPECIFIC ��p'• p•;'�� M% m •Y: ?TYPES AND DIMENSIONS. �i�n�<•••••. ..••G��p� 02i 13 TJH PA-0003 N.T.S. AV%=a nMN0.sP n er 8 OF 11 Rv: -r t i DESIGN PRESSURE UN9T5 FOR MUWON:2°x 4"-ONE-WAY MUWONS SPAN'L' TRIBUTARYWIDTHWII IN. MULLION a IN. 18 24 1 30 1 36 42KlZ53.125 S4 60 2.000° �+-- MULLION 24 200.0 200.0 200.0 200.0 200200.0 200.0 200.036 200.0 200..0 200.0 200.0 200. 20D.0 200.0 200.048 200.0 200.0 200.0 2000 200200.0 2000 200.060 200.0 200.0 200.0 200.0 200200.0 200.0 200.0 0.290"72 200.0 200.0 200.0 200.0 200186.0 186.8 180.184 200.0 200 0 1951 1664 146123 5 122.2 114.898 200.0 1590 129.1 1095 95. 79.5 78.5 730 4.000"wB 14&7 1111 e9e 760 6654.4 53.7 49.5 ONE-WAY MULLION DIAGRAMS -DIMIGN PRESSURE UNOTS FOR NIUWON:2"x 4"-IVA)-WAY MUWONS •••••• SPAN'L' TRIBUTARY WIDTH'W'IN. ` • • • 000 ••• IN. 18 24 36 42 48 53.125 54 60. • • • • 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0. MULLION •• MULLI • a 200.0 2oa0 2000 200.0 200.0 200.0 200.0 200.0 200.0 2"X4"MULLION ••'•• • • • 0.8 200.0 200 0 200 0 =0 200.0 197.0 178.0 175.1 157.6 ••••• • 200.0 200.0 200.0 200.0 180.1 157.6 laza 140.1 126.1 ALUMINUM 60013-TO •••• • • • •• 72 200..0 2000 200.0 175.1 150.1 131.3 118.7 116.7 105.1 • • • 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 901 I•••• • • • • • 96 200.0 155.1 124.1 103.4 88.6 77.6 20.1 68.9 62.0 wl••••• 108 145.2 108.9 87,1 726 �2 945 49.2 484 436 TRIBUTARY WIDTH= 'W2 JJJ • • • • • • • 2 •• •• • TWO-WAYMCCION DIAGRAMS •• ..... TABLE NOTES: • • • • • 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION MEyr ut- v • • DETAILS. •• • 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED, 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: QUALIFIED ANCHOR CLIPS •WOOD:#14 WOOD SCREWS •CMU:1/41 ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS • METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: 0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN,EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD SHALL BE MIN.S.G.4.55. •HOLLOW CMU ANCHORS SHAD,HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMII 6 TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN 5L •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. NW18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 2"X 4"X 3 3/8" L-CLIP **MUSTS USED IN 3PAIR5 `,,`,,�yC,111F1/ItO7, �, REHPBIONs Faerw". •,sew• Eastern .�,,.rv� • • '`-�,,�i 1�ine wr�"'N�Mwe rn':..o emwe PoHT�M'®iB.FUVWh3W3 B�n901 & T *' HVHZ CLIPPED ALUMINUM TUBE MULLIONS NOTE:SEE SHEET FOR SPECIFIC VERTICAL AND HORIZONTAL CONFIGURATIONS STYPES AND DIMENSIONS. /W2. 4" MULI ION . ............ DAM DRAM 3w �dG��,�� VRAWWN05 13 So" euaoaasdroFs.avc PA-0003 N.T.S. AUTHONZw, `wNMum M'99 OF 11 ary 2.000' MULLION--.,I DESIGN PRESSURE IJMiTSFOR MIIUJON:2°z 6"-ONE WAY MULLIONSI --I SPA L! TRISMARYWIDTHa 'W'IN. MULLION (IN. la 24 30 36 42 48 53,775 54 60 24 200.0 200.0 1000 200.0 200.0Ml8&ol8&8 0 200.0 200.0 36 200.0 200.0 =0 2000 200.00 200.0 200.0 46 200.0 200,0 200.0 200.0 2WO ,0 200.0 200.0 0.250° 60 200.0 200.0 1000 2MO 200.0 .0 2=0 200.0 72 2=0 200.0 100.0 200.0 200.0 .0 156.8 780.184 200.0 Zoo 100.0 1910 17L5 7 147.5140.196 2000 2000 sa6a 161s 1441 0 uLa ua6ONE-WAY MULLION DIAGRAMS 108 200.0 197.0 162.7 14al 124.2 9 103.8 97.0 6.000" •••••• DESIGNPRESSUREUMITSFOR Mi1WON:2°x6°-TWO WAYMIIU.IONS • •• • SPANV TRIBUTARYWIDTH N7 IN. MULLION • • 4MULLIOIO • • •• • IN. 18 24 30 36 42 48 53.125 54 60 • 24 200.0 2mo X0.0 200.0 200,0 2000 2=0 200.0 200.0 •••• • •• • • 36 2000 2000V0.0 2=0 200.0 200.0 200.0 200.0 20D.0 • •••• • • t• 48 200.0 20MO 100.0 200.0 200.0 197.0 17&0 175.1 3157.6 ••• •• • • • 60 2000 200.0 0 2000 1801 157.6 142.4 Mal 1261 • • • • • 72 200.0 200.0 200.0 175.1 150.1 131.3 11&7 116,7 105.1 ••• • • •• • 84 200.0 20Mo 1 1501 128.7 112.6 I OLI 100.1 90.1 0.250° •••••• • • • 9s !9 2000 197.0 157.s 13313 3326 9&5 0 87.6 7&9 24f X 6"MULLION Tf�� of '..' ••• 00000•• 308 200.0 1751 140.1 11&7 loaf 87.s 79.1 n8 7ao ALUMINUM 6005-T5 311110-WAY.l1Qj�l.I.ION 6k6ltAM§•••�• TRIBUTARY WIDTH= Wl 2 WZ • • • • ••••i• TABLE NOTES: ••• • • • 1. SEE SHEET i FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION MEAQVA QIP DETAILS. QUALIFIED ANCHOR CLIPS s: S��SHEETTFOR°SPE FFZcEEN MUL LOON LISTED SPANS ALLOWED. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS 0 0 0 0 •CONCRETE.1/4"ITW TAPCONS •METAL'-1/4"SELF-MLLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.zO.55. •HOLLOW CMU ANCHORS 514ALL HAVE A MIN,EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/24.CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN 18 GA.(0.045° THICK)33 KSI YIELD.ALUMINUM SHALL BE MIR 1/8"THICK ALUMINUM 6063-T5. 0 0 0 0 2"X 4"X 5 3/8" L-CLIP 1111111!ll// REVOons " F o -, . Eastern ,�AL�, ""'MSBE ALUMINUM SEED IIN PAIRS �//,Q-��S ��i �� V t :��1 �� At-u-ItW UMwntw«e oome ID9498AVARN ROM •0 �� 1«tYw"+vlh«em FtWimA&4919 "`a HVHZ CUPPED ALUMINUM TUBE MULLIONS * ' * VERTICAL AND HORIZONTAL CONFIGURATIONS NOTE:SEE SNEET 3 FOR SPECIFIC ��- CLIPTYPES AND DIMENSIONS. '!4: 0 5 13 T N'0. rev bMORMI PA- currvmlreoF 0003 N.T.S. au7NOR¢A7iQdNO.a�7g 0A7� TOp " l d OF 11 R r� 1 t I oil IMII�%///j j0 iii r—&20 / i II�III%� IUI>� 1I III �IIII�IIII�II � I� r If o" I /�ISII j I o0 • I,��II/I/ I1I/ diiiii All • .• • • .- ■ • • jjj[[[ ■■ . • i 12/13/2015 Florida Building Code Online i e ftdd Departmentq Bw Home I Log In user Registration ( Hot Topics Submit Surcharge Stets&Fads Publications I FIC Staff I SM Site Map I Links Search Busines ( , Professi I ns Product Approval USER:Public User Regulation Product AoomvaI Menu>Product or Armiicatlon Search>Aoolication List>Application Detall • m „ FL# FL16708-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer.Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero,P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden ,,' Validation Checklist-Hardcopy Received Certificate of Independence ••m- 6"@8 R4ocp COOI JW SS 01 -04- 7-11d Referenced Standard and Year(of Standard) .••�y�,•,�•�,�••: ; ; ••• •• Ye • • • ar TAS 201 • • • ••• 1994 • TAS 202 1994 • •3'A5203-• ••• ••• ••• 1994 •• • •• • • •• • Equivalence of Product Standards 00: • ••• ••• ••• • Certified By Sections from the Code . • • 000 • • • • • • • • • • • httpsl/HoridebUldrlgOrg(Pr/Pr app fMMPOparas=wGEVXQwtDgJBWY4flZm6TLidWOgBcFUIG6KCFdOSa3(WWN87y3JQg%3d'/.W 113 12/13=5 Florida Building Code Ordins Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 SummarV of Products R.# Model,Number or Name Description 16708.1 Design Pro/Smooth Pro Fiberglass Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Wnits of Use Installation Instructions Approved for use In HVHZ:Yes FL16708 R4 II A010871A.g_df Approved for use outside HVHZ:Yes Verifled By: Hermes F. Norero,P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16708 R4 AE PER3480.odf Created by Independent Third Party:Yes 16708.2 Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes EL16708 R4 11 Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. 73778 Impact Resistance Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16708 R4 AE PER3481.adf Created by Independent Third Party:Yes 16708.3 Design Pro/Smooth Pro Fiberglass Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 j Inswing and Outswing Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16708 R4 H A010873A pdf Approved for use outside HVHZ:Yes Verifled By: Hermes F. Norero,P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16708 R4 AE PER3482 Rdf Created by Independent Third Party:Yes 16708.4 Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16708 R4 II A010874A.r)df Approved for use outside HVHZ:Yes Verified By: Hennes F. Norero, P.E. 73778 IIJ Impact Resh t nt:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16708 R4 AE PE - 3 t)df Created by Independent Third Party:Yes 16708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/ON O,X,O)Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes EL16708 R4 11 A010875A odf Approved for use outside HVHZ:Yes Verffled By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.. •• ••• —E RFfLi484,2df • • • steel 4 ltdopendent Third Party:Yes 16708.6 Design Pro J Smooth Pro Fiberglass •SingiL with s1de111e(s)(XO/OX/O,X,O)Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Lbniffi of Use • • • o Approved for e In HVHZ:Yes ••• •:.• . Inst.-AQ 0 rs us Approved for use outside HVHZ:Yes • . • • Vetiflrd aay erm F. Norero,P.E. 73778 Impact Resistant:Yes ••• • • .Created by Ypdepefftnt Third Party:Yes Design Pressure:N/A Evaluation Reports Other. F t 6708 R4 AE PER'S •:• • • •Cr#ajp0^Independent Third Party:Yes • 16708.7 Design Pro/ mooth P•r<•sF b Se rble-wlt1:jide fe(s)(XX,O/O,)X/O,XX,O)Impact Opaque r1670WS�-7 • httpsJ/Aandandld g orgtpr/pr appcel aspuc?par�n=wGEVX %211Zm6T • • (lwlDqu8obl tx11NOg5cFU1G6KCFG6�SaXVVWN87y3XZg%3d%3d 2J3 12H3/2015 Florida Building Cade Oldine Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use In HVHZ-Yes FL16708 R4 II A010877A.pdf _ Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.. FL16708 R4 AE PER3486.odf Created by Independent Third Party:Yes 16708.8 Design Pro/Smooth Pro Fiberglass Double with sidelite(s)()X,O/O,XX/O,XX,O)Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of use Installation Instructiolrs Approved for use In HVHZ:Yes FL16708 R4 H A010878A.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant-Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL16708 R4 AE PER3487.0f Created by Independent Third Party:Yes Back Next Canted l)t:•• Tlallahawme FL 32M Phone:&%Q-4oz-1024 The State of Florida is an WEEO employer.Copyright M-2013 State of Florida.::privacy 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,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 050.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed wrier Chapter 455,F.S.must provide the Departure t with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address whichmade able to the public To determine If you are a licensee under Chapter 455, rplease Product Approval Accepts: OEM 410 *so • • 4141 • • 4141 • • • 4141 • • • � • • • 4141• • • • • • �•� • 4141• •• • • • 4141• • 4141• : • • 4141. 4104, 000 ••• • • 4141 • • a •• •• • 0 ••i i• i•• 4141• • 4141• i• 41:41 : 0 : 0 •a • • • 41 •i• �• •� 4141. 41141 �414141� i psJJ�aridabt6ldlrg p9(Pr1Pr aPP_0asp0Peram=wGEVXQwtDquBobl°/.2HZm6TudlNOgBcFU1G6KCFG6gnSaXWWN87y3)(Zg%3d°/.3d 30 BUILDING DROPS 398 East Dania Beach Blvd. BUILDING Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Design Pro / Smooth Pro Full Lite Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 3481 Current Florida Building Code Method: 1 —D (Engineering Evaluation) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Fuld Lite Impact Approved For use in the Sigh Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3=0"X 6'-8"(Nominal) 3'-0"X 8=0"(Nominal) Prepared For: JELD-WEN, inc. �� ES F. 3737 Lakepm'd•m : .•. : : .•• `.`��•,,.. ., , .� . . . . . Klamath Falls, ®R.476.0h.: : :•: •.-: �;' 7 0 00 000Prepared by: Hermes F. N®rera, P.E. ... tv . Florida ProfessionJ-�j r3eer.#1 77P w� �,�'•., l P;:',��.'' Date:04/4Ji20 �.�i��`S,S•••......•�G�``�. Contents: Evaluation Report Pages 1—5 Digitally signed by 4irrrips F,..-N. WO--A.G Hermes F. Norero,P.E. Reason:I am approv ft VS-"u;neAt :• Florida No.73778 Date:2015.04.021157:05-04'00 I . BUILDING DROPS 2015 A Perfect Solution in Every Drop Date: 0 Certificate of Authorization:29578 Report Noo:: 3 344811 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval(1)(d) Product Name: Design Pro/Smooth Pro Full Lite Impact Approved For use in the High Velocity Hurricane Zone(HVHZ) 3'-0"X 6'-8"(Nominal) 3'-0"X 8'-0"(Nominal) Scope: This is a Product Evaluation Report issued by Hermes F.Norero, P.E.(FL#73778)for JELD-WEN Inc. based on Method 1d of the Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F.Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved In the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions A010872,signed and sealed by Hermes F.Norero,P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, includina the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the d4fail's1f 8rAwir1*Ab1bWrequire further engineering analysis by a licensed engineer or regisftred'jrc iijecgt.; S. See Installation Instructions A010872 fdr si'lgland design Sr4ssLire limitations. . 900 . 960 069 960 9 9 66 6 9 6 9 . 69 . . 9 . 9 99 ... . ... . . . Hermes F. Norero, P.E. 0,0 0 Florida No.73778 6 0 6 0 0 ' Page 2 of 5 0 0000 000. . . 6 0000 0000 I BUILDING DROPS A Perfect Solution in Every Drop Date: 0 015 Report Noo:: 3481 Certificate of Authorization:29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation&Management institute(FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization#TST1589) Report# Report Date: SJW2013-194-TAS w/addendum 06/10/14 SJW2013-208 TAS 11/13/13 SJW2013-230 11/26/13 SJW2013-231 12/03/13 NCTL-210-3924-01 12/18/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3925-03 02/07/14 SJW2014-032 04/22/14 NCTL-210-3916-02 w/addendum 06/10/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJW2014-073 06/26/14 SJW2014-077 06/27/14 SJW2014-072 06/27/14 SJW2014-080 07/03/14 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) .. ••• • • . . . .. 3. Component Material TestingpfjVith Vi3w0ftle Polystyrene by Intertek Testing Services NA;lria: : : •• ASTM E84-08 Report#:3113726SA;r Ml R1 ,Repo*Date*83fj3/09 . .. . . . . . .. •.• • •.• • Hermes F. Norero, P.E. ... . . . ... . Florida No.73778 . . . . ... . . . Page 3 of 5 . .. .. . . . .. .. ... . . . ... . . IS r BUILDING DROPS Date: 04/01/2015 - A Perfect Solution in Every Drop Report No: 3481 Certificate of Authorization:29578 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635-10 ASTM D638-10 ASTM D1929-12 ASTM D2843-10 ASTM G155-05 Report#: ESP010982P Report Date:02/26/13 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology,if any,between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. 1ELD-WEN,Inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 2) ASTM D635-10 3) ASTM D638-10 4) ASTM D1929-12 5) ASTM D2843-10 6) ASTM G155-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 2) ASTM D635-06 3) ASTM D638-03 4) ASTM D1929-96(2000)e01 5) ASTM D2843-99(2004)e01 6) ASTM G155-05a After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current Florida Building Code. • •• . • • . .•. • 00 • • . •. • • • • . •• ..• . ••• • • • Hermes F.Norero, P.E. ••• • • • • ••• • • Florida No.73778 • Page 4 of 5 •.. . . • .•. • • s ' BUILDING DROPS A Perfect Solution in Every Drop Date: 0 Certificate of Authorization:29578 Report Noo:: 3 3481 015 4 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate(Min.S.G.=0.55),use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete(Min.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon or X"Elco Uitracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete(Min.Fc=3000 psi)or masonry(Conforms to ASTM C90)substrate where wood bucking is NOT employed,use 3/16"diameter 17W Tapcon or W Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(A010872)for anchor spacing and more details of the installation requirements. Design Pressure: MAX'OVERALL DESIGN PRESSURE(PSF) NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING POS. NEG. POS. NEG. X 3'-0" 61 -8 " 65' 6565' 65 LMI&SMI x X.0" 8`0" SO" 50 50• S0 LMI A SMI .. ... . . . . . • ... . ... ... ... •• :.. '.' ••• ;• Hermes F. Norero,P.E. Florida No.73778 ••• . . ... Page 5 of 5 I r �,a y BUILDING DROPS 398 E.Dania Beach Blvd. Suite 338 t Q A Perfect solution in Every Drop Dania Beach,FL 33004 - Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com April 27,2015 TO: Whom It May Concern FROM: Hermes F.Norero,P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: JELD-WEN,Inc. 3737 Lakeport Blvd. Klamath Falls,OR.97601 Dear Sir(Madam), To the best of my knowledge,the above-mentioned product conforms to the current edition of the Florida Building Code. Please note that I do not have, nor will I acquire,a financial interest in any company manufacturing or distributing the product(s)for which the reports are being issued. I also do not have, nor will I acquire,any financial interest with the Laboratory that performed the test(s),or with the Engineer witnessing the test(s)and sealing the test report(s). Respectfully submitted,`'.0%ji11i►►►/,�'' 0 i 7 ` A ss►ONA LS"G``,, Digitally Reason: signed gn d by Hermes F.No ero,P.E. 11119 ment .. eQ4te;2Q15.04.212&14:i 9-Woo, Hermes F. Norero P.E. • . . . . . . ... . Florida Registered Professional Engineer#23778..: . ••• . ••• ••• ••• . .. . . . . . .. ... . ... . . . ... . . . . ... . . Page 9.ofi1 • r a PREPARED BY: TELD-WENBUILDING DROPS,INC. IwPWINDOWS & DOORS MLMMBEPOILV06STL338 __.371/2MAX pg00Aw4tnum OA WIDTH r p54 4)i W6&uwwdra�n DESIGN PRO/SMOOTH PRO FULL LITE In'MAX s IMPACT APPROVED B OJL3 DTTI 6 f✓ 2 '.I T FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) s a Z C9Z Ilia LL^. GENERAL NOTES: \ a s G O Z "+ 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA W 3 6 chtiI"' y ACTIVE C Q p BUILDING TAS�1BC),INCLUDING HVH2 AND HAS BEEN EVALUATED ACCORDING 10 THE FOLLOWING: °p-94 ® a ® s TAS 202 94 4 ACTIVE s _ Q o • LLI TAS 203-94 s ® 131\ `�` O C ® x —i� . a z 1 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE > FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF d F s INSTALLATION. rg ta. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC IFj_ CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 1�II 3 4 s 6 7 e 9 a a s 6 7 a s REMARKS JDATEHEREIN,A U NS(�D E rgNEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 4 4 4 a a 4 4 a a a q a 4 4 kddADA.%WL G It• DauMENr.••• • • •• TVP.ELEVATION 1 ( TYP.ELEVATION 2 ••4.•APPROVED IMPACT PROTECTIVE SYSTEM IS WT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACTgjISTANCE.•••••••& GLASS MEETS THwEQUIREMENTS(t4y&ow GLASS CHARTS.SEE SHEET6 FOR GLAZING DETAILS,••&•iLYL LITE APiRDVA1©DYERS USE Oi 4iAOJICNAL GLAZING,INCLUpING INTERNAL GRID,BUNDS BETWEEN N431m'ImmTi6 ooaumrr4v.orvmun®4m GLASS,DECOR4TTIE,ANSEXTERNAtfWRONGHTIRONANDRADIUS(SHAPED)LITES. ••••• • •,,,,,,{{{{{{JJJJJJ.... •••••• •• 7.:1<dQNING SjL j61�9Q7T D FOR y(MEETS WA�EIt11�1�TRATER LA�ON.IIF AUTHORITY HAVING JAT WATER TEST �DICTIRE ON REQUIRES THAT ��S F IffO • PUIQDUCi MtE7$THIS$ UIREMEM,p�C��CT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY ••••C RHANG SUC THAT OVERHANG(0111 RATIO m ON LENGTH+OH HEIGHT IS L 1.0 �� <!/ •' •.'Q i • • • •••••• NOTE + .O • O�SHOWN R RIGHT HAND OPERATING DOORS. *.' *► •••••• •• • •••••• •••••• • • • .�,' '•. Lam•• ,,,,, TABLE OF CONTENTS SHEET REVISION SHELTDESCMPTIONsigned by Hm—F.Normo,P.E. I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES 2014.074509:MN-4W 2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAX OVERALLf161 SSURE(PSP) DATE: 02.05.14 -'? 3 OPTIONAL 2X BUCK ANCHORING DETAILS NONNALSIZE MISSILE DWG. Y: CHK Y: CONFIGURATION WIDTH HEIGHTOUTSWiNG IMPACT PPACT G JM SS MSS 4 A VEIGTICALASSEMBLIES S A HORIZONTAL ASSEMBLIES POS NEG. SCALE: NTS 6 A GLAZING DETAILS X 31-W 6'-8" 65 65 LMI&SMI DwG.9:A010872A 7 A WOOD SUBSTRATES XRADIUS 31-W 6'-8" 65 65 LMI&SMI SHEET: OFB.' A CONCRETESUBSTRATES X 3'-0" V-w So 50 LMI&SMf A 9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET S,FOR WATER INFILTRATION APPROVED SILLS. 1 a � INSTALLATION NOTES: PREPARWW. 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Ql 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 2/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMS)SHALL BE MLOA ANAMmVD.SMUS CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. cwranerAmnsm 371/2"MAX v o•xpvau�e 3. MINIMUMEMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TOOA.WIDTH °A%�0n°447� Wem� STUCCO,FOAM,BRICK VENEER,AND SIDING. 3" 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 2 " OR HAVE A CORROSION RESISTANT CDATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ` MANUFACTURER'S INSTALLATION INSTRUCTIONS. Z S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR C SHELL JOINTS, BDGLDISTANCE G MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE �c 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK X133 g CONCRETE/MASDNRYCONSTRUCTION. O� 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE m ' S FOLLOWING PROPERTIES: (9 ih ". A.WOOD-MINIMUM SPECIFIC GRAVITY OF OSS. Z l7 ® O ° B.CONCRET00 E-MINIMUM COMPRESSIVE STRENGTH OF 30PSI. Z d CZ7 V C.GROUT-FIUEDCMU-UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMUM COMPRESSIVE STRENGTHO �y µ� OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 ® Q i PSI. s D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMUM COMPRESSIVE STRENGTH / OF 2000 PSI. ° & SEE SHEETS)AND§0R MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR 2 LOCATIONS•ED� SWCES,EMBEDMENTS,AND SHIM SPACING. F • • ••• • • •• REMARKS DATE •••O•:PTIONALLY,ANCHORS CAN BE Plana IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM %ddADA 94 W Iad4 Refts tt. • lt1MBEDMENT AND ED(3[DISTANCE ARE ACHIBYED. A2 A2 •••••• TYP.ANCHOR LAYOUT • • ••TABLE • • •• •• •• •• Nro9iAttlgl'RmI�ulltmawnNeavart • • • 6'B"DOORS 8'0"DOORSwnxwrwmnwco•a wa ormm_ ••••• • • •••••• �uoronae000mwruatemv�n®aw • Ajl$iOR MIN. MIN.EDGE •ANCtIpRTYPE _SRS SUBSTRAINo ENT DISTANCE MAX O.C. MAX O.C. IIIit/1! AT SPACING AT F. 1. LAMBS JAMBS ••••• ICHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. �� .•'•••• • • Ew ow 2x WOOD Buss 1/2" 3/4" 17-y2" 17.1/4" .0 L OR FRAMMe• •�- • 7 17W TAPCON Vi6"• CDNCRETlMu •1-1/4" 2.1/2" 17-112- 17.1/4' * 1 • EL000LTRACON •/'4S• CONCRWCMU 1-3/9"-CONC. 1° 17-1/2 1.1/4"-CMU " 17.1/4" app••, P,•'�1��•: W i� •'' G\ ,� ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" .meavia 2e»a B2 2.09 X 21/2"PFH sunvs DETAIL D2 25 26 DATE: 02.05.14 Z•a9 X 21/r PM PFHSCItEWS MULTI-POINT SHOOT BOLT DW9.R I CHK. Y: PLATE LOCATION G J M SS MSS (RH PLATE SHOWN) DETAIL e2 02 SCALE: NTS MULTI. I' TBOLr I- TPLATOT M sroor DwG.p:A010872A 9a.T PLATE PLATIc LOCATION HOPPE#20.99911 SHEET: OF9 /A\ SILL SECTION VIEW /1'\ SECTION VIEW „ • Lmonua°x mmumoz r T 4 PREPARMSY: BUILDING DROPS,INC. weLWMA arn0A BLVD,Sre.ase AVVA PA H,RUW 91"48994M VX-(NW44A999 41/2°TYP. 41/2°TYP. vrta� 11/2°OFFSET' :� 3 � m FIX W O 4 J Z 0 s g o 0 ° • • • REMARKS DATE •0 0 0 0• • • • AD SM W L9*RN N Lt GLWUA4 •••••• [ TYP.ANCHOR LAYOUT 0000•• • • • • 9.am� • • • 0000•• •••••• • • • •• •• 0• 00 aro994u.�areeasca9ou®mwweawar mtxarswr�e9m9ftxra wm9marcaa x • • A,69A1�V AW 10 YS NK86�1M9,W OMN 0••i•• •• 11/4"MIN.4j40PJ4TYP. •0000• • • OWTin BUCK ANCIM TABLE ��!(�"•• ,F.P �� s: .o 0000•• ° 0000•• pG BB°DOORS 8B"DOOR4 ~ o * i* = • i s�i • •• aCIiOR MW.EDGE MBN.CENTER • f • • • ANCHORTYK SUBSTRATE MtN• DIST.To TO CENTER MAx.O.t. MAX.O.C. i�arl 1, a�'•• L �'. � *00000 e• • • SUE EMBEDMENT SUBSTRATE DEiTANCE .••• SPACpHiAT SPACING AT .n e1 2X WOOD BUCK 2X WOOD BUCK INSTALL JAMBS JAMSS ,? ANCHOR PER BUCK ANCHOR TABLE ITWTAPCON 1/4" coNCRETEMAU 1-1/4" 2d/2 4" 25" 30.1/4" i WOOD BUCK INSTALL. WOOD BUCK INSTALL ELCO ULTRACON 1/4° CONCRETE/CMU -1�u 1° 4° zs°_ar 3a1/4• DATE: 02.05.14 NOTES. G YJM SS ASS L 2X BUCK IS NOT FOR INSTALLATION AT SILL 2. ANCHORS SCALE: NTS MAY 8E STAGGERED AS SHOWN IN DETAIL4/3. DWG•JJ:A010872A SHEET: OF9 3 f T f PREPARED BY: �I BUILDING DROPS,INC. cM PW444M 11 � 11 INTERwR MUM MINOR ;/. WTElWR 4 O —� 5 INTERDR / EMOR C go I�� W © OPERABLE HEAD OPERABLE SILL [� OPERABLE SILL o a� �OU75WING SHOWN-INSLNING SIMILAR INSWINGd - UTSWING ENDURA 7A L4S6SF 4 OA J 2297 F °lze � s 0 e a s • •• 11 u 11 • • • REMARKS DATE • e ••• •• e O�• NOR EKTERIOR /, IMENOR •••••• 7 INTEWOR arERIOR ADA`N'MP:°d.Rdli6 ua' ••••••10 /• 7--- / , • :00 fe 4,00000w®nwuxdrwrmv.ow�awxacairnar nwrtco,w°Pauwxnna,oaonm�' 00000. OPMCE ADA SILL OPERABLE SILL OPERABLE SILL • •INSWING�OUTSWING Q INSWING OUTSWING ,,��tltiulrrrr7ji • • AFCOA-276 OPTIONALAFWH-497 ♦ •••••• • • •MbERA HCI5000 �p,2000 ��SES F. ••••e• •• • ••e••• *6 • • • • — 7 it 9 i �"�.� ad�°�•C9�� 8 INMOR E%MWR reve INhAWA / EXTERIOR ./• DATE: 02.05.14 DWG. Y: CHK Y: G JM SS MSS OPERABLE SILL Q OPERABLE SILL SCALE: NTS 4 OUTSWING OUTSWING DWG-#:A010872A OPTIONAL AFCO A-117 OPTIONAL ENDURA WOL4565F SHEET: OF9 4 r 1 t PREPAREDBY: HINGE SCHEDULE HINGEDETA9.ATJAMB: ni OAR HEIGHT QUPLACE#9 X 2.1/2"PFH SCREW NEXT TO WEATHERSTRIP ANRIY 3 BUILDING DROPS,INC. aee L oA�oA eeaat eLw-srt aae \ nntaASPsabaaeooa rn:uLP01xa4•e wa� 1 zi 1 19 1 / O C ff al 11 $£ w RTOR TWE TOR • / a �a Q 1-&9 X 2-1/2°PHI W PS LU FLATHEAD WOOD SCREW C 3-#9X3/4"PHIWPSg Q Z e FOR= FLATHEAD WOOD SCREWS 2 o 4-#9PHILLIPS FLATHEAD WOOD SCREWS Cp ID n 17 USE 3/4"LENGTH FOR 6'-8"DOORS USE 1°LENGTH FOR V-O*DOORS 2 °o LOCK JAMB rT� HINGE JAMB OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMHAR • • • REMARKS BY DATE 0 0 0 0•• • • • ADA*flL MP Lock A w LL fR.WMA4 • • • 0000••• • •• *000 • • •9-,09 X 13/4"PFH 13.#8 X 13/8"PFH(6'-B"UNITS) • 3-#S X 2"PFH • 8-#9 X 21/I'PFH •W ARE W/STRIKE HAILDWARE u"�X 13/8"PFH(8'-0"UNITS) • W/ AR6 (6'-W&8'-0°UNITS) COMES W/HARDWARE 000000 4 MPL •• •• 1-MPL STRIKE PLATE aiuimP:mon°mc • • 4-#8X 13/W PFH uranr�re,a aa.+amarexruoa,aaomm •6:00 • 21 1-REINFORCEMENT PLATE MRPgA�T01N°00Qp1pR""LMDfP•""�AN° • 0 00000 ••• 0 • HOPPE#2S32296 ,�,t11LilEE/////, • • • •• •••QTR EXTERIOR NN $F. 0000•: � E O i 0000•• ••• • • = '9 • TT t a; •••••• IMF OR d � p�S, Q. �"So • • • 1 11 ROCKWELL MULTI-POINT LOCK JAMB ry HOPPE MULTI-POINT LOCK JAMB rb-�HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWINGSHOWN-INSWINGSIMRAR OLITSWINGSHOWN-INSWING SIMILAR TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG.BY. CHK Y: G JMSS MSS SCALE: NTS DwG-#-A010872A SHEET: OF9 5 f t t PREPARED BP: /Q�I BUILDING DROPS,INC ML wuaeaamVc,an.ase mmaem em FAV 094m44.4M WEW-b, m Mali 1" 1/2'AIRSPACE 1/Z"AIRSPACE 1"MAXL/2°AIRSPACE1"^RAx 1/2"AIRSPACE JI INTERIOR EXTERIOR WEIUOR E MMOR Ut WR It EIOERKIR Minn 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8°ANNEALED GLASS 1/8'ANNEALED GLASS '04 H ;1 Em 0.090°SOLUTIA PVB INTERLAYER f 0.090SOLUTIA PVB INTERLAYER 0.090"soLUTw PVB INTERLAYER 0.09'SP INTERLAYER g E 101/°TEMPERED GLASS 10 TEMPERED GLASS 8 1/8"TEMPERED GLASSO DOW1199SI000NE !; $ IM TEMPERED GLASS DOW 99S SIUCONE DOW 995 SILICONE p 3 DOW 995 SILICONE DW 995 SIUCONE ° ° a s 22 22 23 24 • REOI-SEAL REDI-SEAL OW 1198 SIUCDNE DOW 995 SIUCONE REMARKS DATE •� 1NG D�Erdk ��8'4' GLAZING DETAIL O3 FLUSH GLAZE DETAIL GLAZING DETAIL ADA ERAINLo*ROAM °` "U" 2L►0 gp4X•D L.O.WIDTH 20 V2-MAX.D.LO.WIDTH 23 7/8'MAX.D.L.O.WIDTHC FOR OVAL,SUNBURST,AND ROUND TOPS • - 621/x"MmPD.L.O.HEI.B : 782/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT 6 IN WV UNITS AT DP+/-BB PSF ONLY • • 0000•• • ••••0• •6 •• 6• •• aelaeau rroreEnlpR PwwNOle wpm wmwrw caa wunc ov4m . • • • • • XYVAW ,aownaMHGKWrtme.wEexea 0000• • • 0000•• EWADNBOWMOOEWW AME4RFERAVfRe • • yx 0.000 •• • 00.0 • • •• ••0 0000•• •6000• • • • ••:••• ti��lp�,.•• O�i+ 66.600 •• • •6••0• * 7 * • 6 6 • •6 •• • .00. • • 0 J D •6.66• • 0 • : l4 0.000• �.C) '•, i P.LM G,SO F�mll!• NOTE: FQVIONAL GLAZING,INCLUDING INTERNAL GRID,BUNDS DATE: 02.055.14 BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON DWG. CHK. Y: DABOURA.DDIUSAREAPPROVEDINALLGLAZINGDETAILSSHOWN G : K. MSS SCALE: NTS DwG.m A010872A SHEET: OF9 6 s PREPARED BY: 2X WOOD BUCK f2rl N BUILDING DROPS,INC. MIN € j% semsrz�e EDGE DIST. MMuaR. SEET� WOODANCHOR Pft(W4P9MM SEE TABLE ON SHEET 2 MX04D"AM WrW mm,,,n., „w,eom GI SILICONE 2X WOOD BUCK ig grc gra WOOD ANCHOR SHIM 2X WOOD BUCK p k SEE TABLE ON SHEET 2 MIN.EMBED. O SEETABLESHEET2 C11 HEAD(TYPICAL) (T� JAMB(TYPICAL) OPERABLE SILL a o0 ] OUTSWING SHOWN-INSWING SIMILAR ] OUTSWIM SHOWN-INSWING SIMILAR ] INSWING-NO ANCHOR REQUIRED w O r ENOURAZAIL496SP CCJS 3 s 0 SILICONE ° s /—SILICONE • •• °/ SILICONE • • REMARKS V4 DATE • • ••• • •• ?-2X WOOD BUCK 2X WOOD BUCK ADAsM MPLmk Rm6ALt LIMMI 0000•• • • 0000• 0000•• • • • • 2X WOOD BUCK • • 0000•• • aaRauwreeat�awttmmw�waaanvaxr 000000 •• •• •• •• ' OPEUBLE SILL © OPERABLE SILL 7� OPERABLE SILL "'"� ea UR-0.6°oammirauiaraesm�am '0.0•• • QY�IM-AOR REQUIRED INSWING-NO ANCHOR REQUIRED • • APCOJ-2217 ] FCO�2 � ] OUTSWING-NO ANCHOR REQUIRED ,111111111111, • • • •• •••• 2000 AFCD H-497 0009•• 0000•• •• • 000.00 00 0 s • • 9:06•• • • • 4 ' 'to " 0690•• �� ,�( p,.�?Ki��: • • SILICONE SILN;ONE SILICONE Mo. 2X WOOD BUCK 21 WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 OPERABLE SILL r9-"NG OPERABLE SILL l OPERABLE ADA SILL ' JM CHK MSS QLTTSWING-NOOA-117 REQUDIEO OUTSWING-NOANCHORREQUIRED ] INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS Ar-CO 117 ENDURA Z0BI4SGSF ENDURA HCIS000 DWG.N:A010872A ED OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: "9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: EDGE DIST. "1 all WOOD BUCK BUILDING DROPS,INC. SEETABLESHEET2 �,.•.� (OPTIONAL) SILICONE aaeawouAcm n�.a a S': CONCRETE ANCHOR 0 °A%�4 8 vrta v.w SEE TABLE ON SHEET 2 6'. :• .a. .c CONCRETE/ • %% �t RY BMERS •�° / 4 f % CONCRETE/ r ° % � MASONRY 1K WOOD BUCK 'p' % BY OTHERS O (ornONAL) • ' EiB %� •_��.' 0.28 .� MAX. Q m CONCRETE ANCHOR SHIM SEE TABLE ON SHEET 2 MIN.EMBED. CONCRETE/MASONRY BY OTHERS Vf q SEETABLESHEET2 n_ HEAD(TYPICAL) JAMB(TYPICAL) OPERABLE SILL v OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR $ INSWING•NOANCHOR REQUIRED ZO ENDURAZNL456SF V c SILICONE i •••• SILICONE SILICONE • • 0•• • 6 REMARKS DATE •00.0• .d ADA s%MPIotk ReEuP LL BL Wnm • • 6666•• .tl •4 a tl d tl. .tl d A 6666•• • • •• • i . • •. •• CONCREaE/ CONCRETE/ •4 • ' MASONRY MASONRY . MASONRY 6.0009 •• 60 •0 •• BYOTHEIG BYOTHERS BY OTHERS aNpBw Nofe� ®a1wNa[oRPM, • • • • • wrtrwnmam�rtaeunmra ¢x 09•60 • 6 •04000 ALT01^T °• 6 wwm�mnm oomPanrnu:rorvewanmxm 000:46 .._r _DURABLE SILL OPERABLE SILL OPERABLE SILL ��►,►Ilp,l, • • 0•• 6666•• - ORRQUIRED INSWING-NO ANCHOR REQUIRED OUTSWING-NOREQUIRED fOJ2AFCOA•27E/W2000 AFCDH-497 `��<�l��/�,�.•E'$F. „ �.•' .'.PO • 6666•• •• • 6666•• � • • • • = -o . TT ro; = s:•••: SILICONE SILICONE SOT••• Q,•', �� SILICONE it i � P.LNQ L Gpp�O :47. A •A d' a A d � 2M tl. CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY ' BY OTHERSBY OTHERS BY MASONRY ERS DATE: 02.05.14g OPERABLE SILL �g OPERABLE SILL OPERABLE SILL DWG. Y: CHK. OUTSWING-NO ANCHOR REQUIRED $ OUTSWING-NO ANCHOR REQUIRED NG/INSWIN I-NO ANCHOR REQUIRED G J M SS MSS AFCOA•117 ENDURAZOBL4S65F ENDURA HCISM ADA SCALE: NTS DWG•::AO10872A ©OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8 4 - f BILL OF MATERIALS O PREPARW BY: DESCRIPTION MATERIAL n 20 ROCKWELL MOLT-POINT LOCK 21 HOPPE MOLT-POINT LOCK Q W/SIU.SHOOT BOLT PLATE#2098911 FINGER-MINTED PINE SOLID PINE O BUILDING DROPS,INC. 1 FRAME HEAD/JAMBS aeaeaatne=KVD,am.ue LAMINATED VENEER eaiuear=fFLW= LUMBER O M0540 M COMPOSITE w�wwwaopaemi 2 (NOT USED) _ B B (NOT USED) 4 ENDURA ZAIL45OF THRESHOLD Occ B AFCO J•2297THRESHOLD - �+�•� AFCOA•276/P-2000 THRESHOLD 0.O 7 AFCO H-497 THRESHOLD B AFMA-117THRMHOLD • 000 ®�_ o M 9 ENDURA 7ABL4565FTHRLSFIOLD a HANDLE m Z 0 10 ENDURA HCI5000ADA THRESHOLD �PI ° e IGNT Q o 11 WEATHERSTRIP U POLYETHYLENE FOAM& • b R" e 6 ®CIO l7 e O �p 12 NpN-COMPRFSSWN SHIM(0.25°MAX THK.) COMPOSITE HANDLE e e 0 Lu O °e 13- (NOT USED) O " HEIGHT O. 14 (NOT ABED) O o 2 15 • #1VS)O.INSTALLATION SCREW W/11/2°MM.EMBEDMENT STEEL e � ° � 8 il� •••CTyV CJ1AU AVOR"ANCHOR TABLE SHEETS 2&3) STEEL • e e m e REMARKS BYJ DATE • BUTT t (SEE HEDULESHEETS) STEEL $p ADAaGL MP todR PA&M Ls. BL A4 b • ONIKSETLOWSERIOS400 STEEL 19 LT SERIES 780 STEEL tp PO�TO�CjIE LATCH#73228768 6.8 UNIT ® 6 ••• ••R "LL MULTI• STEEL umaw«raramma�annaiem°aar • 80CKN�LL MULT1�OINT1ONGUE LATCH 4732287808.0 UNI ��, w wm nt�mm�4nommaa,wearexrum mortem 0.63" waLm ITLA wnnmrt/wcaa°aaunmam •21 HOPPE MUU-POINT HARDWARE HLS900p STEELmmmmm 22 • • • • ODL LI'1'BM(R{AAAI) 50 .�AL , 11111111111,11 090401 FLUSH GLAZING LEG FIBERGLASS ® ��,��$F. O pew 24 .DL URyTE KIT{RADIUS LITP<ABs y�:' •'�p '� • • HPPP;MUL4POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL ® ®0 ? 7 0 • 26 HOPPE MULbP01 H BOLT PLATE RH#8783923 STEEL ...,; * / s OVARIES, E BOMFRAME AT LEFT S O nNRDFsUrIORAi OZAIL4565F AFCOTHoZ�97 O AFCO A-276/P-2000 25 HEAD SHOOT BOLT PLATE(LH) 'I--,' °` •• ��` THRESHOLD {---�_ i� 41r I Eli E DATE: 02.05.14 4-as63° ---I ate° s.62'--� --y 1.75° O DWG.BY: CHK.BY- AFCO H-497 THRESHOLD AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HCI5000 ADA O HEAD SHOOT BOLT PLATE(RH) GL 1M SS MSS 9 THRESHOLD 10 THRESHOLD 26 SCaIE: NTS DwG.#:A010872A ®® SHEET: OF9 mw ase° �,__-_4.56"--•� 1.75° 9 IY H RAMMS ENGINEERING, INC. Kd = .85 2100 W-76 ST., HIALEAH, FLORIDA FLORIDA BULDING CODE, 2014 Rabe S. Monsour, P.E. FI#11955/000602 r�, 4 ASCE 7-10 MIAMI DADE COUNTY DESIGN WIND LOADS LBS/SQ FOR 175 MP ( FT) H V111ND ZONE Interior& Exterior Zones 4&5-Walls Positive Pressures EATI�GORY H ]BUILDINGS' ( } Gs Exposure D For the- 175 mph Wind Zone WITH A ADJUSTMENT " Effective Wind Area or Tributary Area in S uare Feet Height 10 20 30 40 50 60 Maxi _um 1.00 . 0.95 0.92 0.89 0.88' 0.86 48.9 46.7 - 45.4 44.5 . 418 43.2 20 51.3 49.0 47.6 46.7 45.9 45.3 25 53.2 50.8 49.4 48.4 .47.6 47.0 30 55.1 52.6 51.2 50.1 49.3 48.7 40 57.9 -55.3 53.8 52.7 51.9 51.2 50 60.3 57.6 56.0 54.9 54.0 53.3 60 62.2 59.4 57.8 56.6 55.7 •55.0 Interior Zone (4-Walls) Negative Pressures •••%•• • Exposure D For the 175 mph Wind Zone WITH.6%WJUSTMr*WT . % 060: '•% Effective Wind Area or Tributary Area in S erre Feet• •• %". Height 10 20 30 40 50'%" •'60 % •• Maximum -1.10 -1.05 -1.02 -0.99 -0. -0196 •�%� 3-1- -50.9 -49.6 -48.7 -47 9 ' .47A . ..%. 20 -55.6 , -53.3 -52.0 -51.,0 -5(t3 • 25 -57.7 -55.3 -53.9 -52.9 -52.1' .-'S a ° 30 ' -59.8 -57.3 -55.8 -54.8 -54.0 !6 3. 40 -62.9 -60.2 -58.7 -57.6 -56.8 -56.1 50 -65.4 -62.7' -61.1 -60.0 -59.1 -58.4 60 -67.5 -64.7 -63.0 '-61.9 -61.0 -60.2 Exterior Zones (5-Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH.6 ADJUSTMENT Effective Wind Area or, Tributarry Area in S uare Feet Height 10 . 20 30 40 50 60 Maximu_ -1-.40--, -1.29 -1.23 .-1.19 -1.15 -1.13 3- -61.1 -58.5 -56.7 -55.3 -54.1 20. -68.7 -64.1 -61.4 -59.4 . -57.9 -56.7 .25 -71.2 -66.4 -63.6 x61.6 -60.1 30 -73.8 . -68.8 -65.9 -63.8 -62.2 -60.9 40 -77.6 -72:4 -69.3 -67.1 -65.5 -54.'1 50 -80.8 -75.3 -72.1 .. -69.9 -68.1 60 -83.3`- -77.7 -74.4 -72.1 -70.3 G ' Length of Eno Zone (a): 10% of least horizont8l dimension or.4 h, whichever is . ., but notless than 4% of least horizontal dimension or 3 ft (h =mean roof height i f fail 16 AN 8% REDUCTION OF LOADS SHOWN ABOVE MAYBE TAKEN FOR FLAT ROOFS. On s i � cl � TY O d y . xx = AdEftL g Dt�T.BIDIi00M za z IIZ -izc � PY IZI1F-1i- p` E�bb6ZoaotoSob3 rn ...� EXIST.CL � � -- -- $ Bk T DEC 2's 2415 BY: M l'7 pf t+f lh M M M t+f C+f + EMT.BAT1 MM n • • -- . . to 0 EAST.MIMS of so 00 O • • • • • .••••• • • • 0••••• • • • • . .• • ,.N 005T.LW1�4 Co KeeerIli! Ii le � ter.eWRLara to � w �ai�iwwn �►� �i! GAR/K8 WS I� � P01 MIT #: • Oc�bT.G.. 107,WOW! POWN Miami Shcres Village v v a v'•r a v v a ., W WWWwwwf z z z NN3 z z z APPR 'ED BY DATE N NNNNN ZONI DEPT a E3t.-DGIqEPT Z rO CCNIPLIANCE WffH ALL FEDERAL. t'(ril,L�S AND REGULATIONS Ity a- av •. a .- 4• � a- a