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WS-13-1588 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 J U I 16 2013 Tel:(305)795.2204 Fax:(305)756.8972 J INSPECTION'S PRONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. C PERMIT APPLICATION Master Permit No.�50-1�5yy Permit Type: BUILDING JOB ADDRESS: 230 NE 101 Street 33138 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-4640 x No Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):Manuel Lamazares Phone#:3054013012 Address: 230 NE 101 Street Miami oresFlorida 33 City: state: zip: Tenant/Lessee Name: Phone#: Email: mlamaZareS me.com CONTRACTOR:Company Name: zzz� (I � �� 1�de�� Phone#: �C(a�2 Address: '_4(,/ 0 O S City: State: �a. U12�/�� Zip: ��! Qualifier Name: L r Phone#:5 ! '7Z—C;()3 State Certification or Registration#: C•6.C Z�/&,4j3 Certificate of Competency#: Contact Phone#:. -296 - yid Z Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ �` So® Square/Linear Footage of Work: //0 Type of Work: ❑Addition ❑Alteration ❑New ORepair/Replace ❑Demolition Description of Work: e7P4ACE,-4C—.V `1 cf- R AAtl / �XIIRY x00/0 �ja AR-f-1 f!ALf Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ II TOTAL FEE NOW DUE$ I�L Bonding Company's Name(if applicable) Bonding C°ompany's Address City I State Zip Mortgage Lender's Name(if applicable) Wells Fargo N.A. Mortgage Lender's Address 1616 W 17 Street , Floor 1 city Tempe state AZ zip 8528816217 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:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be proved and a reinspection fee will be charged Signature Signature 67 Owner or Agent Contractor The fore mg instrument was acknowledged before me this j The foregoing instrument was acknowledged before me this day of ,20 L3—,,by HAJJ61EN`fZAFday of ,20(�,by TAVIV A PAO& , who is personally known to me or who has produced who is personally known to me or who has produced–E/,?b ' ide>�1tion`a�d who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: UARTA N!51944 ' L Z Print: Print: •� - Q filly Comm.Expires Ap015 Pr Public-M519" M Co u'esdommission#EE My ;;"11f lhm.Expiryqr; Commission APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/1=012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) CFN:20130501033 BOOK 28693 PAGE 2641 DATE:06/24/2013 07:59:04 PM DEED DOC 1,944.00 HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY 0q 0 This instrument was prepared by: David Slachter,J.D. Bayview Title Services,INC 1901 W Cypress Creek Road,3rd Floor 1 Ft Lauderdale,FL 33309 File#2012-03068 Revised 10/06/93 n FL(conventional) REO#A1208BQ Folio#11-3206-013-4640 SPECIAL WARRANTY DEED THIS INDENTURE,made this 19th day of June,2013,by and between FEDERAL NATIONAL MORTGAGE ASSOCIATION,commonly known as Fannie Mae,whose post office address is PO BOX 650043,DALLAS,TX 75265-0043, a corporation organized under and existing pursuant to the laws of the United States,hereinafter called Grantor,and MANUEL LAMAZARES,A SINGLE MAN whose post office address is 230 NE 101 ST,MIAMI SHORES,FL 33138 hereinafter called Grantee. WITNESSETH,that the said Grantor,for and in consideration of the sum of Ten Dollars in hand paid by Grantee and other valuable considerations,the receipt whereof is acknowledged,hereby grants, bargains,and setas to the said Grantee,forever,the following described land in the County of MIAMI-DADE,State of Florida,to-wit: The property is commonly known as 230 NE 101 ST,MIAMI SHORES FL 33138,and is more particularly described as: LOT 9 AND THE WEST 1/2 OF LOT 8,BLOCK 34,MIAMI SHORES SECTION 1 AMENDED, ACCORDING TO THE PLAT THEREOF,RECORDED IN PLAT BOOK 10,PAGE 70;OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. TO HAVE AND TO HOLD the above-described property with appurtenances,unto the said Grantee,and their assigns,forever,subject to covenants and restrictions of record,zoning and land use restrictions imposed by governmental authorities,and maters an accurate survey would reveal, AND SAID GRANTOR DOES hereby specially warrant the title to said lands and will defend the same against the lawful claims of any person whomsoever claim by,through or under the said Grantor. 1 7 CFN:20130501033 BOOK 28693 PAGE 2642 IN WITNESS WHEREOF the undersigned Federal National Mortgage Association has caused these presents to be signed in its name by its undersigned officers and its corporate seal affixed this 19th day of June,2013. Signed,sealed and delivered In the presence of / FEDERAL NATIONAL liAORTGAGE ASSOCIATION d s �1(.l.w By: nt Witness N me �r t PAkA MITCHELL MONROE as Authorized Printe s ame Signatory for Choice Legal Group, P.A., Mda Law Offices of Marshall C. Watson,P.A.as Attomey-in-Fact for FEDERAL NATIONAL MORTGAGE ASSOCIATION STATE OF FLORIDA))as. COUNTY OF BROWARD)) I hereby certify that on this day before me,an officer duly authorized in the State and County aforesaid to take acknowledgements,personally appeared MITCHELL MONROE as Authorized Signatory for Choice Legal Group,P.A., as Attomey-In-Fact for FEDERAL NATIONAL MORTGAGE ASSOCIATION to me known and known to be the person described in and who executed the foregoing instrument as Authorized Signatory for the corporation named therein and severally acknowledged before me they executed the same as such officers in the same and on behalf of said corporation. Witness my hand and official seal in the county and State last aforesaid,this 19 day of JUNE, 2013. ublic,Florida My mmission Expires: @am r,....14 Policy Number. Date Entered. 07/16/2013 CERTIFICATE OF LIABILITY INSURANCE DATE 1MMODIYV /16/I2013 Y) ?/16/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holster in lieu of such endorsement(s). CONTACT PRODUCER La Antallana Insurance Agency NAME, FAX PHONE 900 t 99th STREET 556 {305}882-0478 IADNaJ: {305)882-0479 EMAIL N�tazzorana@aol Com Hialeah, Fl 33412 ADDRESS: _. INSURERigt AFFORDING Cs)VERAGE NAIL a INSURER A:ENDURANCE AMERICAN SPECIALTY INSURED MIAMI STOREFRONT IS WINDOWS, CORP INSURER 8:GRANADA INSURANCE CO. INSURER C: 7929 NW 6th AVENUE INSURER D MIAMI, FL 33150 INSURERE.:- ENSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER; THIS I$ TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD P DI 4TED NIOTU:TH5-ANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO 'WHICH THIS ;EKTIFiCATE Iv?AY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS:AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. At?t"JL SUEdt..... _ ......POLICY EFF......_ PbLIt;YEXP ...... QTR TYPE OF INSURANCE INS, WVD POLICY NUMBER MMOONYYY MWDD?YYYY _._ LIMITS EAC''I vvCUR?EIv�'E $1,000,000 GENERAL LIABILITY A X R CEC10001656900 DAtiX" `rs€ 100,000 E_;L^� �:d,, C7i20124i� RTt10i202s _ENIIS,SjEra-r_u7eM! 3 :?3 MACE VIED Ex>-anV cna.arra, c5,Ob4 PERSOA.LsADV N-Py 51,400,000 GENERA_AGGREGA',E S2,000,000 w,I FG 4tr iT A I.Es,EF PF ^? 1,000,000 ODUrTS- Mr^CF iAGG $ aCL-L AUTOMOBILE LIABILITYCZMEM5 SINGLE 7MJ f,1,000,000 _ .... T )� 0110FL00012520 05/13/2013 09/23/201.3 ..... 'tag ;pci; €3R''%P R7-Y.}Ar n.s1 A t^ ... _ .._......... °2Is:3 a:,tTC� sE. .... ...__.: ...:-S .. �@K 9£'"(56.'1 .. C UMBRELLA LIAR v;P � EACH C', tiRRENCE S EXCESS LIAR v_a MS-VADE AG�3RE3;+TF.. S RE'- 15 5 WORKERS COMPENSATION VCSTATU- OIH- AND EMPLOYERS'LIABILITYY t N ER". _.. E� Ek,>AsCCEOEN S (Maridalory in NH) E. DISEASE-EA EMPLOYEE $ E L DISEASE•POLICY Li 1.T $ C DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES{Attach ACORD 109,Additional Rernarks Schedule,it mare space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES BUILDING ZONING THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd. AVMMLIE MIAMI SHORE', FL 33138 AUTHORIZED PRESENTATIVE ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registe f ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 TALLAHASSEE L 94ALLAHASSEMONROE STRF32399-0783 PARODI JAVIER ANTONIO MIAMI fiTOREFRONT & WINDOWS, CORP 1MII 3W 14 ST MI FL 33184 STATE OF KOWA AC# 632712,810 Congratulationsl With this license you become one of the nearly one million DEPARTMENT OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. pgOgggSIO REGi?LATION Our professionals and businesses range from architects to yacht brokers,from ;: boxers to barbeque restaurants,and they keep Florida's economy strong. CGC151653ff F ,Ot3/,3112 126005510 Every day we work to Improve the way we do business in order to serve you better. For information about our services,please log onto www.myfloridallconse.com. CBRTIFi Gl #-**L CON '9ACTOR There you can find more information about our divisions and the regulations that PARODI, VIER ANTONIOST impact you,subscribe to department newsletters and learn more about the MIAMI ORBFROIfT & WINDOWS, CORP Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. co 10 CERTXPXZD der she provisions of ch.489 Fe Thank you for doing business in Florida,and congratulations on your new licensel I n.pirataon aato. AUG 31, 2014 L12083103572 DETACH HERE ,• a •• s • • ••• , AC# 6327680 STATE OF FLORIDA D"� CONSTR[?CTION INDAN USTRYRLT =21ING BSSIONAL OARDGIILATION SE(#L12083103572 �• a a LICffiJSE NBR� ' r; 1.00 3] 2012 1 6005510 ICGC151653{r' The GENERAL CONTRACTOR Ideated below 18 CERTIFIER Under the ;'provisioae of Chapter 489 FSo s � Expiration date: AUG 31, 2014,,; y ' ' ` A PARODI JAVIER ANTONIO u MIAMI hTORS�FRONT & WINDOWS, CC)1 v 13940 SW 14 ST ; MAMI FL -33184 RION CK OVVERNOR SECREETTARYY �_ — DISPLAY AS REQUIRED BY LAW 09-18-2012 JEFF ATWATER STATE OF FLORIDA CHIEF P&ANMAL OFFICER 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 11/18/2012 EXPIRATION DATE: 11/1812014 PERSON: PARODI JAVIER A FEIN: 263377997 BUSINESS NAME AND ADDRESS: VINO STOREFRONT & WINDOWS CORP 13940 SW 14 STREET MING FL 33184 SCOPES OF BUSINESS OR TRADE: 1- CONTRACTOR-PROJECT MIANAOER, CO 2- DOOR AND WINDOW INSTALLATION - 3- LICENSED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a conificete of election under this section may not recover benefits or compaosatioo ander this chapter. Pursaaat to Chapter 440.051111, F.S., Carillfcates of election to be exempt... apply only within the scope of the business at trade listed on the notice of electioa to be exempL Parsuam to Chapter 440.051131, F.S., Notices of election to be exempt and certificates of election to be exempt shell be subject to revocation it, at any time after the filing of the notice or tke [nuance of the certificate, the person named on the notice or certificate no low meets Ike retialremems of this section for Issuance of a certilicme. The department shell revoke a certificate at any time for failure of Ike person named on the certificate to meet the regairememts of this section. QUESTIONS? (850) 413-1608 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 MIAMI-DADE COUNTY 2012 LOCAL BUSINESS TAX RECEIPT 2013 FIRST-CLASS TAX.COLLECTOR MIAMI-DADE COUNTY-STATE OF FLORIDA U.S.POSTAGE 140 W.FLAGLER ST. EXPIRES SEPT.30,2013 PAID let FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI,FL MIAMI,FL 33130 PURSUANT TO COUNTY CODE CHAPTER 8A ART.9&10 PERMIT NO.231 THIS IS NOT A BILL-DO NOT PAY 688552-0 RENEWAL BUSINESS NAME/LOCATION RECEIPT NO. 716090-6 MIAMI STOREFRONT & WINDOWS CORP STATES CGC1516530 7929 NW 6 AVE 33150 UNIN DADE COUNTY OWNER MIAMI STOREFRONT & WINDOWS CORP Sec.T of Business WORKER/S 196 GENERAL BUILDING CONTRACTOR 1 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT.IT DOES NOT PERLt1T THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LA% of THE DO NOT FORWARD COUNTY OR CITIES. NOR HOED IT EXEMPTANY THE OTHER HOLDER Paort ANY MIAMI STOREFRONT & WINDOWS CORP PERMIT OR LICENSE IS RASIEL SEVILLA REQUIRED BY LAV/.THIS IS TOT CERTIFICATION OF HEE HOLDER'S OUALIFICA- 7929 NW 6 AVE TIONS. MIAMI FL 33150 PAYMENT RECEIVED MWMI-DADE COUNTY TAX COLLECTOR: 09/25/2012 09010021001 j 000 IftIt)IIHIIlt'1ttt11/lei$11Wit III Iltfititfill itIII/I)1I it1 SEE OTHERHER SIDE SID � red By. °' We eIzeeA to take every opportunity 39 rx'tas ,s.ccs �� ,�,�,® � � possible to thank our a t, g amazing clients �y s P K,�o9 TM servic g q g P �" q �,�„ = a for their support... N Thank You!!! S.W. 168th TERRACE I20' ASPHALT PAVEMENT __j h h 23'PARKWAY • Sf. - —'T -- '.�: R �. ,5'CO 4YALK rLal/2 'r LP.r/2-� 9LOCX `IF CHER a 0 raw' 80. 16.80' 21.00' 10.50 8.05'.i ONE STORY LL S o RESIDENCE o; 3; 0, h #230 w J �, 00 0.00'1 f. 'o •50' 9.30' O Z m v ^ ^ O Q C' ui 19.50' o LU ¢O 10.3' •CtlkC J 9 MOF' 0 v a 15' f—fs.D' caNeaEir WALL;,, rI.P_r/z" - e 75.00'(R)(M) c ui ALLEY(PER PLAT) ai CCepted B Property Address: 230 N.E.101 STREET NOTES:NO NOTES MIAMI SHORES,FL 33138 TATNZ81MOF ON.T C0NPU v M1Mk0MALITefAPvM assWPP�6SUMMLADSWdRYCMMCIWTCN MIGUELESPINOSALANDSURVEYING,INC. Fl.cwcAR0=A8VMnM. 10665 SW 190TH Street Suite 3110 elaNtFUte! MIAMI,:( 33157 ymsPHONE:(305)740 3318 P.&M Na 5161 FAX e:(305)6693190 %%LSioTwALECTR OX"NTtA�A AUT ECICAM aeuEBAWATURHATmT CF06VMVAMW8MMA LB#6463su SurveyA-40061 Client File* 2012-03068 Page 1 of 2 Not valid without all pages. r Surveyor's Legend P>+aPERn uIa saucnWc BABEAROW F47UMM TEL TRIPHOME FACUM , COM MM vALL no FOUND @Oi PW PD1 As NOTED Dx PIAT CEMIRAL AMWE OR DFITA Q.P. unuff PM —X—X— CWN-M PENCE OR WBC FENCE LU LWW/-sUSWW R RADIUS OR RUM E.Ua EIECDDC UMM BOX ---/Hf— MOOD FENCE W {CDW/-MoNErDA AAD.. BADW.7R: SOP. SEPIC iAIA ---D--a-- Iii FENCE CALL CALCULATED PW M.A. NDN RAM Of. 02"Wa D --- EASELET SEF SET PW TTP. TTPCAL A/C Am COMMTWM -- Cum LDIE A CONIRm PORT LR. am ROD VW SMENALK ® WOOD DWT N CONCRETE MONUMT U. MOM PSE OTT OR/VEWAT P� 4 &No NAL Q amSCR. SCHEN - CONCRETE a" ELLYATM PR MAL PARI!-KALAN MAL OAR OARICE ® ASPHALT POOF TANLENCY D.X. CRU NN= gum DKX.OSiWE P.C. POINT OF CUWATURE 0 WELL N.T3. NOT TO SCALE BRKK/TLE P.R.M. PERMANENT REFERENCE MONUMENT tg FME NFORANT FJ. PRWsIm n= P .C..0PODN W COMPOVf v owwwVRE 0 MA M T.D.B. TOP OF BANK WATER PAC. "NNT OF E.EM C AIINHSURE OF WATER OJLL OVaON1D UMES E.O.W. AFPROLWTE EOCE OF WATER P.O.O. POWT OF HFADCC TX TRANSFORM E,D,p EDGE OF PAVEMENT P.D.C. PONT OF C01MR1I000ON CATV CAREE TV WSER Q.vm CONCRETE VALLEY GUTFER COVERED AREA P-Cp_ PERMANENT Comm PpNf rr. WATER YETOI LS.L alanmXr sETerac wrc Q TREE M nae IaASUgED F/E POUL EQUIPMENT s.T.L SURVEY T2 Off Pam PONE P PLATT®MEASUREMENT ea+c ATE SLAB eeMrrn Maas ® CAM SAM D RSED ESMT EASEMENT &OR-CFNAT C.U.E. COUMm UOLITT EASEMENT C CALCULATED D.E. DRAINAGE EASEMENTP.U.E. PURUC UTILITY EASEMENT LE./C.E. erGP[9S/EGRESS EASEMEPT 1— CARE OR—MAmT.CSmT. LR.E. LANDSCAPE BUFFER EASEMENT C,NZ CANAL MAINTENANCE EASEMENT U.E. (ITWTT EASEMEN R.OS. ROOF OVERHANG EASEMENT LLE. LIMITED ACCESS EASEMENT A.E. ANCHOR EASEMENT Prnitperty Address: Ganaml Notes: 1.The Legal DesaWdon used to perfann this&Nlrey was W40W by 09 ma Rate 230 N.E.101 STREET survey does not determine or is not to Imply amp• MIAMI SHORES, 33138 2.Thfa survey a*sh o-above grand Imptavemerds.U o ucd Miles.foods.or mRroadmtem are not on 98s survey map. Wf here is a seactank.tom.ordrabh field an this survey.the lotallan of Flood 6lfonnation: such ftms was shown to us by a9ters and tits hftmadan was not veffied 4.Exandnation of the absWA of We wig have to be made to determine recanted Instruments.if any,effect Oft property.The lands shown berm were not Community Number 120652 abstradedtareaseimmdmotherrecodeder errcesrtashwmat Panel Number. 12DSSC0302 the Piet Suffoc L eWes ff"are done to metaoe of thawaa. . axRrereitlp is not determined. Date Of Firm Intletc 9/11/2009 7. retersoced to One noted B.R. S. Dimensions shown are arm measured unless otherwise shaven. Fkmd Zone: X 9. Noire termd at property canners unless noted. Base Flood Elevation: N/A 1 0A v dd urdess sedad wffh gee a"srveyors embossed semi. 11 Boundary survey means a drmft graphic representailon of the Date of Field V tit 6/10/2013 survey in the could rdnm ata shown scale andfor not to Date of Completion: 8/10/2013 i� 12 Eievations r shown are based upon NGVD 1928 unless otinerwiae Al 13. This to a BOUNDARY SURVEY union allu wbe rated. 14.TMB army is exclusive for the use of the parties to wimm A Is entified. The carMcafts do r t exterid to any umerned parties. Leal Description: LOT 9AND THE WEST 1/2 OF LOT 8,BLOCK 34,OF SUBOMSION MIAMI SHORES SECTION 1 AMENDED, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10,PAGE 70,OF THE PUBLIC RECORDS OF MIAMI-RADE COUNTY,FLORIDA PRINTING INSTRUiCTiON3: T0:MANUEL "S;MAW&TITLE EFMCES,INC.;OLD REPUBLIC NATIONALTTTLE While viewing the survey in anyAchobat Reader,waned the File SURANCE COMPANY;;.[Wsucaessors artd/orassigrts as Drop-down and select'PrInt Ir"rest may appear. Sect a color p inter,If available,or at least one with 8.5'x 14' paper. Se lstdALL for Print Range,ar-d the S of copies you would like to print out t the°Page StS3Qrtg"please make sae you have Selected '` "r, s R s AFFILIATE Do not ahct the MAutolkotda and Center'button. Cho the TACH Paper size by PDPche&Jbox MEMBERS Click OK to Print - M.E. LAND SURVEYING, INC. 10865 SW 190TH Stip,Suite 3110 MIAMI,FL 33157 RAW PHONE:(305)740-3319 FAX x:(305)689 3190 LB#8483 MR V7 WIW MELANDSERVICESRCOM t�9es- SumyyA-4 61 CReM File 0: 2012-MM CFN 2r-013RO609067 OR Bk 28754 Ps 3104; (1P9) RECORDED 08/02/2013 11:01:02 HARVEY P CLERK OF COURT NOTICE OF COMMENCEMENT MIAMI-DADERUVINCOUNTYP FLORIDA A RECORDED 00"MUST BE POSTED ON TOO"�Sffg AT-.7"q CTI FST.#MPE ON LASTRAGE PERMIT NO. sTArtOFFLb0VDA:.,.,, COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby g"'n'dice lqt h I_,rn proyerpents will be made to certain real property,and In abcord&Kce;th-C-heiptiW713,Florida Stwes,the following information Is provided In this Notice of Commencement Space abm reserved for use of recording office 1.Legal description of property and street1addrebs: Z_Z IJ& /0,/-3-1 Ai A 1 5 3/3a 2.Description of Improvement: Z& Z301�1#_ 3.QWndr(8).&n6iAd-6&dr" Interest In property. Name and address of fee simple titleholder. 4.Ogntractor's,name,address and phone numbers(J;A", ) yzz 5 Sqrstir.(Payment-bo nd required by owner from contractor,If ark Name,address and phone number Amount of bond$ mats red 6.Lender's name and.address. 7.Persons within the .tate of Florida designated by Owner upon whom notices or other documents may be served As provided by Section 13.13(1)(a)7.,Florida Statute.% Name d6dress and phone number, 8.In addition to himself, Owners designates the following person(s)to receive a copy of the Lianor's Notice as provided In Section 71313(1)(6),Florida , Namb,'iddresi and phone, n�xmber_ Qci 9.Exoltaftn date of this Notice of Commencement (the w0gon doe Is 1 Year from the date of rewmft wft,ss a d9femnt date Is spaeffled) WARN-1,916*0 OWNER-A*'PAYMFNM MADE BY THE OWNIRAFTER THE EXPIRAMON OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED aL '2 IMPROPER PAYMENTS UNbtR CHAPTER 713,PART 1,SECTION 713:13.FLOAIDA'ST&UTEs,AND CAN RESULT IN YOUR WANG TWICE FOR 0 jMFR VEMEJNTS TO YOUR,PROPERTYA NOTICE OF-COMiANcEmiWT must BE�RECORDED AND`POSTED ON THE J013 SITE BEFORE RE THE FIRST IMPPEOT10,4.IF YOU INTEND M OBTAIN,FINANCING,cbNsuCT COMMENCING WORK OICAEC6016ING YOUR NOTICE OF COMMENCEMENT. WITH YOUR LENDER OR AN ATTO EY BEFORE COMMENC Signature(s)of eqs)'NOoyj3ed Officer/DirectDr/Partner/.M lk� P Print Name Print Name_', RAYRW-0, !�gVj:(,ZT_ YffH YOUR LIDER OR AN ATTO EY BEI or/ X M TItIej(Mq9. Jai T[WO111re 0 STATE OP FLORIDA _j Obluwi*OF MIAMI-WE I?A�ibefore me this y of, A i�i 0 5f Ind dually,or ❑as for Personally known, - I i,�,�� or.Apr6duced,ths,1olIo#ftjype qf,dentificatlon: SIjn*re of.NotaW F!Vbllw. Print Name: "a Ca VERIFIGam,PURSUANT TO.S1EQTI;0N-92M&FLORIDASTATUTES MILEM GWIA Undef'oifialtl ag of 36'dury,I declare that I have read th,00regoingabid NOWY Fulft-She of FW& that the table In it are - a to the best of my impw1od belief.4fih I -ge and belief. my CWA bon Oct 3,2018 Sig.nature(s)of 0 W er(s)'s Authorized Offloer/Director/Partner 0 EE 840340' kdowww a N NMV A"a By By 12"1.W PAW vzl „ E r s /fC—PZA C&�Al�Z)t F E WAA 0 0 W S A 4)d R v o o r t,(i T�-IR c4 Q&s1 Sr4,U7` �• ® = Foe evelv AUS -- _ J"�•(.� = ��1�� GIJi/iJ�Olti1 J.l l M ALL FE, FRAL IT, I Ohl, vr TI, L; ITY cupy Jc N r � A M M I v M 2,47't eorl� w � r &= 13-02 -M l X 57 1 9?t a/ 09 4 (3-0206.OS �3-b 20f�•D�/ AMA 044 7,1419-o o.c q 13—hob.04 t&-O*Zob.o%f M M tE r E R1 , I. Kd= .s5 2100 W 76 Street, .Hialeah,: Florida 33016 FLORIDA BUILDING CODE, 20-10 . Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DA.DE 175 MPH WIND ZONE Interior& Exterior Zones (48;5 -Walls). Positive Pressures Exposure C For the .175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Are in Square Feet Height 10* 20 .30. 40 50. 60 Maximum 1.00 0.95 0.92 0.89. 0.88 0.86 15 40.4 .38.5 37.5 36.7 36.1- 35.7 20 42.7 40.8' 39.7 38.9 38.3 37.8 25 44.6 42.6 .. 41.5 40.6 40.0 39.4 30 46.5 . i 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 r 48.1 47.4 Interior Zone (4=Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Td utary Are in Square Feet Height 10 20 30 40 50 60 Maximum -1.10 .-1.06 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 739.6 -39.1 . 20 -46.4 -44.4 .-43.3 . ' -42.5 -41.9 -41.4" 25 -48.4 -46.4 -45.2 -44.4 . -43.8 -43,2 30 -50.5 -48.4 -47.:2 -46.3 45.6 -45.1 . 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 - 50 -56.2 -53.8 -52.5 -51,5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4. -52.6 -52.0 Exterior Zones (5 =Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tributa Are in Square Feet Height .10 20 30- 40 50 60 Maximum =1:40 -1.29 -1.23 1.19 -1.15 -1.13 115 . -54.1 -50.4 -48.3 -46.8 -46 6 -44.7. 20 -57.2 -53.4," -=2 -62.2 -48.3 -47.3 25 -59.8 -55:8 '- -50.4 -49.4. ° B 30 -62.3 -58.1 - -52.6 -51.5 40 -66.1 -61.7 � - �-55.8 -54.6- 60 -69.3 -64.7 - -58.5 -57. 60 -71.9 -67.0 - -60.6 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is r but not less-than 46/6-of least horizontal dimension or 3 ft. (h = n iean roof height NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE JAKEN FOR FLAT O O F .` r r y � r Mf,' 1W IAM MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 HOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.aov/uera1 ES Windows,LLC 10653 NE Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami--Dade County Product Control Section(In Miami--Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or-material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series Aluminum Tube Mullions-L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04,titled"Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: ''Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shalt be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.09-0825.03 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submittad documentation was reviewed by Jaime D.Gascon,P.E. uc,[ NOA No.12-0308.37 • Zt lZ Expiration Date: September 16,2014 Approval Date: May 31,2012 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED P A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations,dated 04/26/04 and last revised on 03/05/12 w/ revision"F",signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "D-A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side-Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03,all signed and sealed by Joseph Chan,P.E. (Submitted under previous NOA No.04--0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by AI-Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 09-0825.03) 2. Glazing complies with ASTM E1300--98/04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P. Product Control Section Supervisor NOA No.12-0308.37 Expiration Date: September 16,2014 Approval Date: May 31,2012 E-1 i I i ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010,dated 02/24/12, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance and no financial interest, dated 08/21/09, signed and sealed by Arshad Viqar,P. E. (Submitted under previous NOA No. 09-0825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory,Inc.,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 09-0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions - L.M.I", approved on 11/10/09 and expiring on 09/16/14. S f Jaime D,Gascon, .E. Product Control Section Supervisor NOA No. 12-0300.37 Expiration Date: September 16,2014 Approval Date: May 31,2012 E-2 Z — �____,N 0 Int plaF 3.400 TYPICAL GLAZING PROD= e IIIn p 4.000 OFPAIIMIE n 'MAR .EG 5.000 = u - LLOOA aODD 4.000 Z MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2000--1 AU.OY-6W-T8 O AND CAN BE USED WITH ALL MWJI-RADE COUNTY APPROVED IMPACT MLO NON-IMPACT RESISTANT PRODUCTS. g W RECTANGULAR ALUMINUM TUBE Ml LONS MUWONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR RTMCAI a f° USING MULLION PERTIES ONLY � a M . i SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SUES AND SPACINGNOTES > M S THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Z fJREQUIREMENTS OF }� WJRRlQANE ZONE(RROMA G GOOF OICLL,DMO HIGH YEEod1Y v;2 ^-I ALL CLAM PRODUCTS USED WITH THESE MALUONS MUST MEET THE � tt�� APPUCABLE BUILDING CODE SITS I.E: WIND LOAD. WATER INFL.TRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. O WDOO MfOG BY OMEIiS,MUST BE ANCHORED PROPERLY TO TRANSFER . LOADS TO THE SIRUCTM AHMM SHALL BE AS USTEO,SPACED AS SHOWN ON DETAILS,EMBEOYENT TO BASE MATERIAL SHALL BE MONTI BALL COVERING(STI.O.TILE ETC.). o ANCHORING CONDITIONS OTHER THAN THDGE SHOWN IN THESE DETAILSARE NOT PART Of THIS C ROVAL A LOAD ouRLTIGN eacLaEASE Ls USM IN oE9tIN OF A!I]IORS INr0 ROOD aLlr. �@p MATERIALS INCLWING BUT NOT LWFED TO STEEI./YETM. THAT $ $ COME WTO CONTACT WITH OTHER DESS WTEaIALS SHALL MEET THE REWRROEMS OF THE RORIOA DDG.CODE SAN 200384. INSTRUCTIONS: USE CHANTS AND GRAPHS AS FOLLOWS. STEP t FOR PARTICULAR �7 RE0UIRE0 PER ASCE 7 g o o n s STEP 2 USE MIAMI-ORAE COUNTY APPW"GLAZING PATS xx MEETING ABOVE LOAD REOUIRIDENTS. L STEPSUSE GONDM RON TO WJUJION AS PER PRODUCTUSING CHARTS ON SHEET 3 SELECT MLILUOIN SIZE WITH n AVAD s e APPROVAL FTA PE/Yalez STEP DESIGN THAN DESIGN LOAD '67 cAN 5558 a USING ANCITOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CKARTS T .STEPg ON SLEET 4.SELECT ANCIgR TYPE WITH DOM RATING drawing n0. MORE YHNN THE DESIGN LOADS SPECIFIED IN STEP i ABOVE. woo®g 2012 MO4 cf �. u�n.� sheat T of $ -F.125 .323 2.0DO .125 2AW--y�ISO �u I ( y 1A00 f.. .125 .125 11.000 p--2A00 .129 1� .125 4A00 4.00D .125 3 go 3*OW a U U .12s � a BA00 8.000 Qa .338 .323 5.�0 .125 .125 .250 r O 1 x 3 1 X 4 SJO. MULUON 5TD, MU 4L10N CUSTOM MULLION CUSTOM MULLION 8003-TB 8083-TB 8083-T8 6083-78 x OU2Aoo� .125 i� .tas 2.000 I�.125 2x5 2x6 2X6 y S L —T STD. MULLION SID, MUWON HEAVY MULLION O ffi 6063-T6 6063-76 6o63-T6 J a L— �� 12s 2. J qfa 4.000 � 4r �t 3A00 .129 W J m LLJ Ed n 1 00 Ed.em.E00E 01St, L ANCHORS s zfM 1/4 A 9 1/ FOR /8'DK ANCHOR5/ 2 X 3 2 X 4 ANGLE CUP STD, MULLION STD. MULLION ul cq 6063-T5 60&7-T6 6083-T8 inM O .720 1.890 .150 TV. e SIR .125 2.790 3.250 2 - 1.405— &750 .405 a790 L4J= NOTCH OPTKK4L NOTCH 1/2' OPTXMNL Env..mw r"MI S e TW. &Ed.. Vffifl0 F% CAIN.36.-68 a Ed- MK EDGE DW. Ed-�.ED<rE OST.i/2'FOR 1ja•OBl ATS 1/2'Foto 1/4'DIAANCHORSdrav�ing no. 5/8'FOR 5/16'DM.ANCNOM 5/8'FOR 9/8'ObiANC1gR5 MUWQN CLIP MULLION CU q M04-04 a 6063-T6 6063-TS ®$Nil Bf18M 1 CI 8 DESIGN LOAD CAPACITY -PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY- POP(TUBE JIMONS) DB41GN I.0AD CAPACITY -PSF(TUBE MULMONB) 1 X 3 1 X 4 1 X 3 1 X 4 1 X 3 1 X 4 IFUIDOH DIMS. CUSTOM CIISIo11 WINDOW Dom CUSToM tPINDOW DIPS. STOM CUSTOM 1 X 3 1 X 4 8 X 5 E%4 E X 6 2%8 E%8 1 X 3 1 %4 2 X 3 2 X 4 2 X 6 2 X 6 2 X 6 1%3 1 X 4 2 X 9 2 X 4 2 X 5 8 X 8 2%6 w®n1(W)NT-SPAN STD. STD. 5191. SPD. STD. STD. HEAVY WIDTH(W)MULL SPAN STD. STD. STD. STD. STD. STD. HEAVY Will 09 MULL VM STIP. STD. STD. STD. STD. STD. HEAVY Z 19-1/8' 1304 190.0 180.0 100.0 190.0 180.0 130.0 19-1/8' 74.6 140.9 11&1 180.0 150.0 18&0 150.0 19-1/8' - 37,9 27.3 5&3 987 146.1 150.0 28•-1/Y 190.0 190.0 IMG 1504 180.0 15&0 190- 26-1/Y 534 101.7 $&1 14&6 150.0 190.0 1504 28-1/2' - 273 - 39.9 8" 109.9 1504 30' 150.0 190.0 1904 150.0 130A 150.0 150.0 1 30' 479 89A 73.4 1313 150.0 190.0 190.0 30' - 24.1 - 323 6/J 93.2 150.0 3Y 1904 150.0 15&0 150.0 150.0 150.0 150A 37' 38.5 72A 99.5 1 1011.4 148.9 190.0 1 180.0 37' - - - 28.8 50.0 75.5 1369 q 42' 149.6 150.0 1904 150.0 1504 150.0 150A 42' 33.9 64.2 92.4 939 131.2 1 19&0 190.0 42' - - - 25.2 1 44.1 1 685 122.3 f� 48' 38-31W 130A9 1904 150.0 160.0 190A 15&0 IWA 48' 74-1/4' i.7 9&1 429 821 114.8 1SOA 150.0 48' 120' - - - 22.0 30.5 1 56.2 107.0 y 54' 1183 19&0 150.0 190.0 190,0 150.0 150.0 54' 28.4 499 409 72.9 102.1 1322 190.0 54' - - - - 343 519 0&1 80' 104.7 190.0 150.0 15MO 150.0 150.0 190-0 60' 23.8 449 36.7 65A 919 121.7 t50.0 60' - - - - 30948.8 828 88' 992 19&0 1469 1540 150.0 150.0 1500 68' 21.6 409 33.4 S9.7 83.5 110.6 150.0 86' - - - - 2&0 423 779 pa1. 72' 87.3 140.1 130.8 1 1W.0190.0 160.0 190.0 72' 1 37.4 30.6 54.7 785 101,4 150.0 1 72' - - - - 25.7 3&8 71.3 W 19-1/8' 150.0 ISM 1504 15O.o 150.0 150.0 150.0 19-1/8' 51.5 110.1 1 795 150.0 150.0 150.0 190.0 19-1/8' - 285 205 419 72.7 115.6 150.0 3 28-1/2' 1382 1504 190.0 190.0 190.0 1 190- 190.0 28-1/2' 37.2 79.4 57.4 116.1 1 1904 180.0 1504 28-1/2' - 205 - 30.0 52.5 &7A 190.0 x 30' 120.3 150.0 1504 150.0 1804 150.0 154.0 30' 329 702 50.7 102A 143.5 150.0 150- 30' - - - 1 285 463 73.7 1 135.4 3Y 97.8 180.0 150.0 190.0 150.0 15&0 150.0 37' 2&6 98.9 41.1 83.2 118.4 150.0 150.0 37' - 21.9 37.6 59.7 1094 4Y 65.9 131L0 1329 15&0 150.0 150.0 190.0 42' 23.4 30.1 362 73.3 102.5 135.8 130.0 42' - - - - 33.1 52.8 9&7 46' 50-5/6' 752 1209 116.0 150.0 150.0 1504 190.0 48° Be 205 432 31.7 84.1 69.7 118.8 150.0 48' 132' - - - - 20.0 46.1 84.6 F 54' 8&8 1073 103.1 180.0 150.0 150.0 1504 54' - 39- 26.2 57 79.7 105.6 15&0 54' - - - - 26.7 40.9 782 i 80' 60.2 9&6 92.8 141.2 150.0 110.0 150.0 60' - 321 28.3 51.6 719 99.1 15LO 80' - - - - 23.2 369 67.7 Z BB' 94.7 879 84.4 12&4 190.0 16D.0 1504 88' - 31A 234 48.8 622 88.4 19&0 88' - - - - 21.1 335 81.5 O � 1. 90.1 805 77.3 117.7 150.0 15MO 1804 7Y - 292 21.1 42.'/ 595 79.2 1426 72' - - - - - 30.7 5&4 3 � 19-1/8' 143A 150.0 15" 1504 150.0 150.0 1504 18-1/8' 34.5 744 93.3 1 1 150- 13&0 1504 18-1/8' - 21A - 324 98.0 894 130.0 D d} 26-1/2' 107.8 150.0 150.0 150- 190.0 150.0 150.0 26-1/Y 24.9 53.4 3&4 7EA 124.4 160.0 160.0 26-1/2' - - 23.1 40.4 643 116.0 W m 30' 91.7 1472 141.4 150.0 190.0 150.0 190.0 �" 22.0 472 34.0 889 1099 1428 150.0 30' - - - 20.4 36.7 58.8 104J m 37' 743 119.3 114.7 150.0 150.0 150.0 150.0 37' - 382 275 5" 69.1 11&0 190.0 37' - - - - 14.9 4&0 845 F Q 42' 095 1&9.1 101-0 190-0 150A 150-0 150-0 I 42' - 33.7 243 492 7&9 1 104.0 150.0 42' - - - - 265 40.5 74.5 N M 48' 98' 57.3 92- 66.4 1345 1504 1504 109.0 48' 98' - 295 212 4&1 09.7 914 19&0 48' - - - - � � h 144' 22.J 399 882 Z Z g 54' 509 819 78.6 1199 1504 150.0 150.0 54' - 26.2 - 36.3 61.0 809 1465 54' - - - - - 315 97.9 80' 4&8 73.8 WO 107.8 1504 190.0 1504 80' T24- 374 34;4 5{.8 729 133.7 60' - - - - 26.4 82.1 j Z 88' 41.7 889 &t3 97.8 1389 150.0 180.0 68' 313 499 092 121.6 88' - - - - - 29.8 47.4 y 72' J6.2 81.3 989 89.8 1224 1804 18&0 72' �,7 40.8 09.7 1119 7Y - 23,8 43.4 m 2 -19-1/8' 1219 190A 150.0 190.0 190.0 150.0 two-- 19-1/8' 759 1327 150.0 190.0 - - - - 28-1/2' 811-0 1412 M? 150A 150.0 190.0 150.0 26-1/2' s49 96.8 130.2 1,soA 9�9E ,w9w�E rlot6zmlru wwoM 30' 77.7 1249 1199 150.0 150.0 150.0 180.0 30' 48.4 84.6 11&0 18&0 37' 634 1012 972 1479 150.0 15MG 150.0 37' 392 6&8 93.3 1504 y 42' 555 89.1 S&S 1303 110.0 190.0 190.0 42' - 23.7 - 345 8&4 82.2 15&0 VERMAL PROD= 48' 63' 4&6 784 749 114.0 190.0 150.0 1504 48' 106' - 20.7 - 302 92.9 719 132.1 MULUONffyy 54' 432 693 65.6 101.3 1419 15&0 15MO w - - - 26.9 47.0 839 117.4 g I or 389 62.4 59.9 9t2 127.6 15&0 15&0 W. - - - 242 42.3 575 105.7 GLAZIN GLAZNQ P 86' '3 3&3 58.7 549 SL9 116.0 15&O 150.0 66' - - - 224 3&5 92.3 BLI 72' 1 32.4 52A 49.9 1 7&0 105.3 140.8 1 150.0 1 72' - - - 2D2 323 47.9 86.1 ALL LOADS ARE EXT.(+)/INT.(-). m �.Ei 091 092 IpAJ10N SPAN ��o�a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) E TYPICAL MULLION ARRANGEMENTS "gf1 CLIL R nA PE 76592 WIDTH (W) 2yy 191 +W2 Cw11. 51C.Toorld, 8 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO a 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE W. 'B• AND 'C' APPLICABLE To AIjULLIONS drawing no. Qg Zpi� M04-04 street 3 of $ DESIGN LOAD CAPACITY- PSP DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF LL u , WINDOW DIES. ANCHORS TYPE WINDOW DUN. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE 1� WIDTH(W)MULL SPAN A H I C D 8 WM(2')MULL SPAN A H C D E WOTH(W)MULL SPAN A 8 C D E 19-1/8- 1$0.0 150.0 150.0 150.0 150.0 19-1/8• 116.0 150.0 150.0 two 150.0 19-1/8' 71.8 133.o 93.0. 150.0 two Z 26-1/2' 150.0 150.0 two W0.0 two 28-t/2' 617 150.0 108.9 150.0 two 28-1/2' 51.8 96.0 57.4 13x.8 two o Z 30- 143.1 15&0 two two two 30° 74.0 137.1 98.2 150.0 150.0 30' 45.8 64.8 598 119.0 148A 32' lifi.0 160.0 150A 150.0 two 37' 614 111.1 78.0 150.0 two 37' 37.1 68.8 46.3 98.5 120.8 42' 1022 150.0 1329 150.0 150.0 42' 62A 979 66.7 137A 150.0 42' 32.7 60.8 425 85.0 108.9 48" 38-3/8' 89.4 150.0 116.3 150A 150.0 48" 74-1/4' 482 85.7 BOA 1211.2 1�.0 48' 120" 28.6 5310 374 74.4 934 � 54- 798 147.3 103.4 150.0 190.0 54' 41.1 76.1 1 53.4 1089 133.6 54" 29.4 47.1 1 33.1 65.1 827 a Y 80" 71.5 132.6 93.1 150.0 150.0 so" 37A 88.8 48.1 962 120.2 80• 229 42.4 298 99.5 74.4 1~.1 88' 85.0 1258 $4.6 150.0 150.0 88- 33.8 82.3 43.7 87.4 109-3 68' 20.8 38.5 27.1 54.1 67.6 Q' oto gQQggg 72" 59.6 110.5 77.8 150A 150.0 72' 30.8 57.1 40.1 80.2 100.2 72' - 35.3 249 49.6 82.0 19-118' 150.0 150.0 150.0 150.0 160.0 19-1/8- 102.8 two 133.4 150.0' 150.0 19-1/8• 59.3 120.9 $4.9 150.0 two V lypypp8 W 26-1/2- 122$ 150.0 1504 150.0 150.0 28-1/2' 74A 137.1 96.3 150.0 150.0 26-1/2' 47.1 87.3 61.3 1225 150.0 30" 108.5 150.0 141.1 150.0 150.0 30- 65.4 121.1 810 150.0 150.0 30' 41.8 77.1 54.1 10&2 135.3 �z 37' 879 150.0 114.4 150.0 130.0 32' 53.0 08.2 08.9 137.0 1 150.0 32' 39.7 628 0.79 1 87.7 108.7 ul 42" 77.5 143.6 tOD9 150.0 150.0 42' 46.7 865 6D.7 1215 150.0 42' 29.7 55.1 31LB 77.3 969 48' 50-5/r 079 1289 88.2 150.0 150.0 48' 84" 409 75.7 53.1 1083 132.9 48' 132° 28.0 482 338 679 54.5 54' 60.3 111.7 784 150.0 150.0 54° 38.3 673 47.2 948 11&1 54- 23.1 429 30.1 80.1 752 54.2 1005 708 141.1 150.0 80' 32.7 6.0 428BSA 108.3 80° 209 385 27.1 84.1 879 R BB' 49.3 91.4 84.1 128.3 150.0 60- 29.7 65.1 31Le 77.3 Be:!- 88" - 35.0 24.6 492 615 ZO 72' 45.2 83.8 56.6 117.6 147.0 72' 27.2 509 38.4 70.9 88.8 72' - 321 21.5 45.1 56.4 0 Y f8-118- 1485 180.0 }50.0 196.0 1500 19-1/8- 89.7 150.0 118.7 150.0 150.0 19-t/8" ma 110.$ 77.8 150.0 150.0 : `® 26-1/2° 107.2 161.0 139.4 tw.0 150.0 26-1/2' $49 120.0 842 150.0 150.0 26-1/2" 43.2 80.0 58.2 112.3 140.4 2 311' 94.7 150.0 123.1 150.0 130.0 30• $7.2 108.0 744 1489 150.0 30' 30.1 70.7 1 49A 992 124.0 W 37' 78.8 142.3 999 two 150.0 37' 46.4 859 61.3 120.8 150.0 37" 30A 57.3 402 80.4 1005 M 42" 679 1253 88.0 150A 150.0 42' 409 75.7 511 1o83 132.9 42' 272 508 35.4 709 88.6 !- 48' 58" 582 108.7 77.0 130.0 150.0 46' 98' 359 68.3 485 93.0 118.3 48" 144' 218 442 310 82.0 778 ? Q 1N.M S4' 52.8 978 SM 136A 150.0 54" 319 5&9 41.3 827 103.3 54' 21.2 39.3 27.6 B&1 669 Z mat 8Q' 47.3 87.7 81.6 1231 two BD" 25A 53.0 372 74.4 93.0 60' - 353 24.8 49.8 62.0 2 $^ 66' 43.0 79.7 58.0 111.9 139.9 88" 2" 482 339 67.6 84.5 86' - 32.1 228 46.1 58.4 72' 39.4 731 51.3 102.6 1283 72' 239 442 31.0 820 I 77.5 72 - 29.4 20.7 41.3 51.7U 19-1/8' 136.7 150.0 150.0 150.0 150.0 19-1/0' 799 1479 1037 150.0 150.0 MOR20WAL Mum Li 26-1/2° 98.7 150.0 128.3 150.0 150.0 26-112° 579 106.7 749 149.7 150.0 ANCHM 30' 872 0.0 15113.4 150.0 150.0 30- 509 942 G&I 132.3 150.0 1YPE AB.GD 08 ETYPE NtGaE4 TO BE 06=0 37' 70.7 131.0 91.9 150.0 150.0 37' 41.2 76.4 53.6 1072 134.1 �. E W= � &14PE 42' 82.3 115.4 810 150.0 150.0 42' 363 67.3 472 948 118.1 W�� 48" 63" 54.5 101.0 709 141.7 150.0 48' too' 319 55.9 41.3 827 1033 ifs^�'PRQDIICI $ 34" 48.4 89.7 83.0 126A 150.0 54° 282 52.3 311.7 738 91.9 MRLroH g 43.6 80.8 589 113.4 141.7 80° 25.4 47.1 331 66.1 82.7 =d AMM ` g 66' 31L8 73.4 515 1 1011 128.8 88' 23.1 42A 30.1 Go.1 762 QLAM CLAM 72' 360. 67.3 0.72 948 11&1 72" 212 393 27.6 55.1 6&9 1n:�r 1 t 81 $ gAiMIG b'VA2)1E1 E ALL LOADS ARE EXT.(+)/INT.(-). PRQD= NOTE: AA OR ®� ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER WI W2 Ip M==SPAN °o LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. TYPICAL MULLION ARRANGEMENTS yre tq qHM yMF (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 370 a 3 WIDTH (W) o Wt +W2 C.A4L 2 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", S" AND 6" TUBE MULLIONS. drawing no. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE To ANCHORS ALL TUBE MULLIONS. ®8 2pt2 Moo-04 >tl+oot 4of $ "IM WA ULTRACONS "OLA ULTRACONS • Ed. 2 PER CLtP(1 EACH ) '/4" /PER ANGLE 2 1/4• 4 PER CLIP(2 INi '/4•CIA.ULTRACONS 2t wa... ZO T J:: UP 1e1 If 2 X 2 X 1 1 BY I�il FLOATING ClmI1 1 I SNUG tTT W9DE MUL1. 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ALM ANCHOR T N C ' 8 ALL CL0x3 AND ANpES TO fTI'SNUG OT(O TUBE 1Rx.l.IW7& an OR mna CONNECIFA=CRY TO MASOMY TO BE PROTECTED IMRI AL AU-RMUAW MA79M RM AS BT m"S PAMIT OR d►GWi11g ■10. RATER-W MW I EITIAC YIATE UCQUUL MO4—Q� ANCHORS TYPE 'A' p 8 2�� meet 5 or a 1/4-MA.ULTRACONS 1/4-DIA.ULTRACONS 1/4-CIA. ULTRACONS 1/4-INA,ULTRACONS Ed. 2 PER CLIP(1 ON EACH PANG) 1 PER ANGLE Ed. 4 PER CUP(2 ON EACH YANG) 2 NER ANGLE • .I o 1.• 1 MAN.:S - .. .T_ F atl +� .o •• to •• as I♦4 � 1} Li 11 11 tttj TING cup 1 I 1I1 11 < S"FIT Flr PULL 11 11 22 ALL.2 X 1 8- ] 4 e�-•� • I111 I fIf g e�ni 1 /14 SMS U U iv 6 1 1 11 11 AU9A2ANW.�s y+I M r t 1 1 --------- I 1 r-------------9 a 1-3/4.O.C.OWI. 1 I I 1 1 1 FI.WTRG CUP I 1 I I 2 PER ANGLE SHAT FIT 06W WILL i 1 I 1 1 I I 1 I 1 I / 1 I ; 4 PN ANp� I I 1 1 I I 1 I 1 1 1 I O Ed. z i _ o ffi I I 1 1 t I I 1 • 1 f ••1 J i• w U� W = . 1 I I I M y I I + 1 I rD ri 1 r1 1 1 1 1 ~ n C4 71/2(2) • n I 3- I *z ${ • LOCATION OF SCREIIIS CONNECTING 1/4-ON.IAdRACONS ANGLES TO TABES 2 PER CLIP(1 ON FACFI tMaG) ANCHORS TYPE V APPLICABLE FOR 4-, 5- AND 6- TUBE MULLIONS 4 �£ PRSwbhdonnift 1 > m Cade 1 1/4-CA. AlRACON3 BY' . 12-03,08 UL1 � u 1 A RACg15 MAY 8E HDC OR RAT HFJb r iSUSSTWQE Ed ASK EOGE CAST 10M DMSO/ENT c. L---------- WOOD1° � 1-3/B- i BLOC( 2-1/2° I /-1/4- CONCRETE 2-1/2- 1-1/2° -CAfI.'3,38 yya ^ g ALL CLIPS AND ANGLES TO FIT SNLG MW TUBE MULLIONS. S b t{ ALTERNATE CLIPS OR ANGLES DONNECAEL QMILY To MASONRY To BE PROTECTED ANCHOR LOCATION WITH ALKALI-RESISTANT COATINGS,SUCH AS amglNmis PAINT OR droning rlo. - METHACRVIATE LACIWL M04-04 ANCHORS TYPE 'C' ��Z012 sheet Sof $ s/te•as wrwxoNs s/is•MA.tamacas Let-1u Ee. 4 PER CIDP(2 ON EACH WIND) 2 PER ANGLE tt 1 1t 8 Li II . II a =i 11 2X2XG ~ I 1 U ALUY ly f-------------1 I I FR CLP >� I I i 1 SNUGNM FIT gJSIOE MULL I I 1 1 1 I i i14 SMS 4 P�ANGLE 1 I i 1 1 I 1 I 1 I I I 1 1 1 1 I I I I j j (n 0 GO Y� I 1 1 1 LJ J I 1 1 I L'- - -------- --I 1 = Z n MN 1 I WHO LOCATION OF SCREWS CONNECTING ANGLES M TUBES vI ANCHORS TYPE 'E' APPUCABLE FOR 4`, 5` AND 6" TUBE MULLIONS ` i r 5/18*am ULP.ACONS sY'FLAG' 1 ULTRAOONS MAY BE M OR FIAT HEAD SUBMRATE Ee. .IOM.EDGE w mm MT. wL EMBEDiEIiT I r cNL , CONCRETE 2-1/2• 1-3/4' PR�UCy'�T'TfiiYQM CA.N.. OC ALL CLIPS AND ANGLES TO FR SNUG MO TIME"UONI maampl pw�l681s O V CUPS CR ANGLES CONNECTED ECLY M CONCRETETO BE PROLE Bwmft WITHALM-RESISTANT MUM SCH AS MIUMN"IS PMR OR droWtng no. WATER-WHM METHACRYLATE LACOM. ' �0 6 2912 M04-04 aheei 7 of 8 /14 SMS �4mu SEE CWUTT FOR WllIMRiES TUBE MULLION . 30 pg, __fl — TUBES ANCHOR N0.OF CHART SCREWS f� /10 FH SMS �zr � 2/SIDE C1/8'THICK ALUM CHANN4LENGTH TO FR SNINTO MULLIL16N MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION ANGLE CAULKJWRAFTER ASSY i SMS t 1-1%2'O.CAWL j t ALMS ROLE FOR I 1 1 ----- --- -- ----- ---- _ _----- z- s -- 0 1 � a Ld -- -� , - m F- I 1 f I I 1 THIS SCREW CAN BE N I i /10 FH SLS. '. 1 i 1 7 n M INSTALLED STALLED EVER I }PER CLIP 1 i ONECIIN/ 1 1 1'O.C.MIN.. I 1 Z 1 I 1 i i g *z g N v W 4N 1-3/4'X Y X 1/8-CF.2BY 3/4'X YX11W FOR=9 CUT TO FTI SNUG NSw TM ANCHORS DETAIL #1 METAL TO METAL CONNECTION /14 SMS SUBSTRATE Ed. MN. EDGE 0447.Wk CL TO] O CL SPACING ALUMINUM 8/8' f/Y I COO W 4 CILLI. Z Ew ,per SCA N SlLT9 2 �. Flodft B 2 0308.3' A xO z014' dmeimd no. By M04-04 0 8t a 0r 8 MIAMI•D E MIAMIDADECOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamIdade.aov/eeonomv Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series "Eco—Guard 500"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W11-05,titled"5-500 Alum.Outswing Casement Wdw. (L.M.I.r,sheets 1 through 6 of 6,dated 02/23/11,with revision C dated 01/11/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0223.27 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. law a oecauw <r NOA No.13-0206.07 Expiration Date: May 19,2016 Approval Date: May 02,2013 40 Page 1 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W1145,titled"S-500 Alum. Outswing Casement Wdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02/23/11 with revision C dated 01/11/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3140,HETI-10 3141,HETI-1Q 3142,HETI-10-3143 and HETI-10-3144,dated 12/29-30/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBG-2007, prepared by Al—Farooq Corporation,dated 03/01/11,signed and sealed by Javad Ahmad,P.E. (Submitted under NOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite@ PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 27,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard"Outswing Aluminum Casement Window—L.M ", approved on 05/03/12 and expiring on 05/19/16 Manuel Pgm,P. . Product Controlxamin r NOA No. . 7 Expiration Date: May 19,2016 Approval Date: May 02,2013 E-1 3r wag=vam 357 VENT WIDTH 0 FALSE 1 uwm 29 3/8• � gg 1/8•TEMP.(LASS (SURF!#APW SDI 0.4 OPG. c3 3/8•AIR SPACE U�b A 4 I/8'HEAT STtEMOX(LASS 1/8•HEAT STRENID GLASS P . DSO WTERLAYER .DSO INTERLAYER 10 `H B UTACITE PVB BY'DUPOM' BUTACITE PVB BY'DUPONr ii �/ � �+ y D v Q tlxi¢i 1/8'HEAT sTRLSI'0.GLASS 1/8'HEAT STREN'b.GLASS -_-��__ �+os•� p c �L F DOW G� y ' CORNING a" \ n v Vi Is 14 T9 ufSMINGNOTCH G BLOCI(AY 8 MU LAIN.BASS To CLEAR (S �Y GLASS TYPE 'A' GLASS T"19 1" ' $9 p 8 POINT U= MAZING OPTIONS MAX r MA)LWAD z g�� LOCKNO SIA.SEE CHART WDW.NEft OF TYPICAL ELEVATt�I 7S W UPro AT SASH 26• 2 38-3 3 SO-6 4 ECO-GUARD SES-500 7r 6 ERI AL MINUM OUTSWING CASEMENT WINDOW `o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MAXIMUM DESIGN LOAD RATING m+ 70.0 PSIF R COMBINATIONS OF CASMT/CASIIT OR CASEMENT WITH OTHER (FOR S1ZE3 swm OR smum) - 75.0 PSIF 4 WINDOW TYPES IN MODULES OF Two OR MORE WINDOWS USING MLW-DADS COUNTY APPROVED MULLIONS N BETWEEN. LOWER DESIGN LURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. ii h THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE � �a.: QRS OF THE ROMA BUILDING;Coles DICLUDDIO Hai VELOCITY s m v HURRICANE 2014E(LNHZ). THESE WINDOWS ARE RATED FOR LARD do SMALL MISSILE M/PACT. WOOD BUCKS By OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. ^L 4 LOADS TO THE STRUCTURE. E—.r M PRODUCT REVNED i3 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS FIA. cift usemuplytega•IhBgFIO19dA EMBEDMENT TO BASE LdATER1Al.SHALL BE eErGrw WALL LTRLSSMG OR S7LCW. B"W8OD& NAW40RNG OR LOADING ONS Nor SHOWN IN THESE DETAILS ARE ASND NOTE: LTA A LOAD OURATM INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. GLASS CAPACITIES ON THIS SHEET ARE , Q � drawing no. MATERIALS INCLUDING Bur t�T lldfTEO To srEEL/MEraL SCREWS.THAT BASED ON ASTM E1300-04 (3 SEC. GUSTS) 'J COME INTO CONTACT WITH OTHER OISSLZR S=AL MEET THE AND FLORIDA BUILDING COMMISSION VVl 1—O5 REQUIREMENTS OF THE FLORIDA 8106,CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCAOS-DEC-219 sTLeat 1 of 8 TYPICAL.ANWORS �u 1BY SEE EUM. 1 TYPICM.ANCHMM 11�Qp BACK FOR SPACING SEE ELEV. • STRISiURE FOR SPACING ---------------------- -----_----- 1 •.•da e; .• '••• ^,• II B-DADE COUNTY AYPR�IED 11 mUI.UON AF1Ct1�$ 1 j .e' d" r? d.' ° ... e'' I ISEE smvmTE NOA t' Q •_c• 1I 11 1 � �� 78 1 to 1 as 1YPICAL aNamRsTYPICAL ANCHORS � S FOR SPACING FOR SPCA IL a tL 0 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. TYPICAL ANCHORS: sm Euu.FOR www 1 V g MUST SUSTAN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA, TAPCON BY 'TNI' 0:0-120 K%Fy-92 IMS) u� AND TRANSFER THEM TO THE BUILD= STRUCTURE. 1/4"OLA ULTRACON BY 'ELCO' (110-177 KSI.1�F-1115 KS) IMO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION IMO WOOD THRU 10Y BLOCKS IMO CONC OR MASONRY a' 1-1/4' MN. EMBED ICTB CONC. OR MASONRY O DIRECTLY INTO CONC. OR MASONRY 9 p u 1-1/4' MIN. EMBED INTO CONC. OR MASONRY s3� A14 SMS OR SELF DRUMS SCREWS (GRADE 2 CRS) �� INTO METAL STRUCTURES p STEEL: 1/8" THK. MN. (Fy - 38 KSI M01.) R'-w ALUMINA : 1/8'THK. MN. (8083 1, rn -T3 MIN.) td wm 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI--RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8) s (NO SHIM SPACES p 13 TYPICAL EDGE DIST/1NCE is INTO CONCRETE AND MASONRY - 2' MIN. g INTO WOOD STRUCTURE a Y MN. g B 2 INTO METAL STRUCTURE - 3/4' MIN. t © CONCRETE AT HEAD.SILL OR JAMBS Po - MOD PSI MIN. 10 ' to C-t10 HOLLOW/FILLED III=AT JAMBS Pm - 2000 PSI MIL %+ 1 0 0 6 0 V 1 1 B 1 . ' d • M,PE VL�D c A:. de _ _ �A ffiaomFtytr,QwithffioiRa ys. 7WH2 CAAL uvkau*m Date s•.�.. •.-$. ." 1 ° $ < .°: fBY I . Ml�ami Pta" draefing no. .a FOR SPACING 9PD0D&�C FOR SPACING 5 W11-05 sheet 2 of 8 I/$MAX. 1/4'MAX. 11 SHIMS 1/4-MAX. a � $ SHIM © s P 18 4 e 1 a O, raqCAL,ANCHORS (ti IYPIGd.AP[t2M v f1;a gm 2811 WOODSEE ELEV. w FOR SPACING ------SCRMN QPT MEW 7 fay - - - - a BUCK s q WOW O film EXTERIOR .-.. SEE ELEV.FOR SFACING O D.L.OM VENT e1DT1, y� WINOW VfAnM N b6 n APPROVED MULLION SEE SEPARATE NOA SK rfPtCAL ANCHORS REv FOR SPACING Q (08�'to � � o 11 1 1 1 � 4 VAROML wum WINDOW VADTN C<m v PRODUCERBVL4ED •.si CtVyu av camplytog WM VM Pbfld3 1 Ceil aaaoa o—SCO& !BY y� D;Ptow"-d! e d 3 9 a e troI draefing no. { wi i—05 sP�eet 3 of MEK n1i STRUCAM r–=–==__ ----—i� TEE EL MARS t IIIAIG–O & COUNTYEtEY.F1Dp SPAlS!IG t SNE SE R WOJJGNi t SEE SEPAR0.TE POJI 1 AD a1 t 19 I iS �j 7 v ALT. � Yi Sa TYPIgL ANCHORS TVPICM.ANCHORS OSPAM FOR SSP a$ 0 vi 4 Nn O O 1/,V MAtI Q Z 3 c SHM 1 ALT. W;;2 ' e s s g TYPICAL ANS c a 6 SEE C".Fit SPAM . M TYRDCM.ANCHORS .s "•1 SEE M".FOR SPACING •p $ •'e M.T. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTS EW MM AW AD PRonucrRsVMD FTA PE I 70M �coptplpingwOhtttoFlodBa g G"" A�«at *10 o aka� ,•s.,9 rs. •> •°� - Duro 6 +3 b 1 W11-05 > a�s -2.750 IT= PART/ QUANIVY tAOCNIPHON MAIM" HAW. �t� V 1 E601 4 FRAME WAD/SOJ ME so"-" - #1 .500 2 ON 4 %KENT 600-79 - 1 1„%w 3 MOB AS REOD. 47A28i0 we(AAM.am) 805.7-7a .DBL 3A EM AS ROM QAZM BEAD MUL LATA.MASS) 8083-T8 4 E505 A9 RRIM MWIM-VW.FWL UMN 6063-Ta - 4A E50 AS REOD. SRAM-FRAME.FUM LENGTH 6083-TB - Jt76 2821 a Ems OPORK SCREEN FRW 6083-75 - fA93 7 #10 X 1-t/4" AS RIM RWX Atm%W ASSWRY SMW - R IN SMS a Em AS RM. V" 0URtltOER 65 SANtOPREFtB f0_Rum �. S EW3 AS RECA G7A20W BEAD 11"MffdA M 65 SWMPRENE W]RAM s a 10 31L12.00.400 2/MW 4 BAR W OL AT 70P AND BOTMIA SIM TWK W IMMM t41Tt1(2)/10 X 5/8•SDS Vryry Qgg 11 13088.92 i 6aA71 POW LOCK SYSIEY 7AMW TOM R Q Q - Oj FRAME HM/SU/JAMB12 - 6/VEW 97EEL 13 - 1/vw am OPERATOR 2AWtt/ML TRIM a 2-W 14 P&NO-SS 2/C=*R FRAME/VM CMU KEY sr.STEM - a � 15 M20 AS FfiM FLUSH MAAVAKER SOU-14 o+TWFEQ. 1 18 - 3 ANO SAa SWE NYLON M@M PIAMM 17 /10 X 1-1/4 2/SKATE FN SOS SKATE SCREYI3 t8 IS X 3/4' AS REUM FH SMS SNUBBER SCR N W PAM r APART.EMIRS SPACED AT 7-3/4.0.0. 19 - 2/LRE SET M MOM 3/16•X 3/4•X C LONG NEOPREFff AT 6•FROtt EACH END.D1fli0MO 05 20 Ft8-30 BLABS SPACER- 1 •Hai 591 Fmw Lon AM 2b13 im V1 .7t8 .590 �h'AI,ANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH t 582 SCHNEE-MOREHEAO SM5504 SEAM SEALER. �e PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. ca. Bir- 2 VENT 2.888 9 AD�1 asa LOCKS, o $- 618 ass MULTIPOINT LOCK SYSTEM 013096.92 BY 'TRUTH' Z . AT FRAME JAMB �j LOCK OPERATOR #24.33.XX.004 AT 8-1/2• FROM SILL S3 U�O 2.Btt FASTENED TO JAMBS WITH (2) 010 X 5/8" SMS, a �� •W3 A48 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES 1S FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4"O.C. MAX. 5.047 EACH GUIDE FASTENED WITH (2) #10 X 1- P PH SMS 1.750 STAINLESS STEEL KEEPERS #31964.92 AT VENT t'J GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) 010 X 5/8- P FH SMS jig •� .493 SEE CHART ON SHEET 1 FOR QUANTITIES 1--.fso ,.750 HINGES: rtas 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' 6 211 LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8- P PH SELF DRPLUNG SCREWS - t.t72 ®MAMG BEAD (INSUL LAM. MAW) a CORNER KEY OPERATOR: c m SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS .249 •245 OPERATOR TRACK #30175 AT BOTTOM RAIL Emn am Ama PRODUCTRgVOW .L FASTENED WITH (2) #10 X i- P PH SMS .PE 7s992 8$WOIPtp(t{ whhfl0KFwfi% 76a 120 .J. 120 CA A NA IA-02 STI—SAG SKATES: a` '�iDd°° �t6 .720 -1.258—f VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' 'g r* t>�1 ercnlny rlo. (2 AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1� AT BOTTOM RAIL AT 4' FROM LOCK STII E W11-05 Q SNUBBER -.VENT ® SNUBBER - FRAME EA:H FASTENED WITH (2) #10 X 1-1/4- P FH SOS. s1Aea1 � 14 14 y p¢u m d aQW 0 VENT CORNER FRAME CORNER r a CN&CAA Ao� 94ww.:wj.uyM � •t O FLA PE MM NO p �1. C2 I a :.gni Froduot droamg rro. 5 W11-05 MIAMI- MIAMI DADE COUNTY e DADS PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIMIIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADhIIrIISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NUA} www.mismidRde.govrecanamv Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0223.25 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0206.05 A �'o,,, u ' Expiration Date: June 17,2014 4 sht*3 Approval Date: May 02,2013 Page I Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBN HTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 971/4"wide x 961/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08 2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted underNOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 971/4"wide x 961/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.BETI-08-2192B,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Subedited under NOA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2).Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 481/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2194,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted underNOA#09-04X3.08) Manuel Pe z, L Product Control a er NOA No.13-0 06.05 Expiration Date: June 17,2014 Approval Date: May 02,2013 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(conwuED) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2195A,dated 01 A 5/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 01/27/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11--0624.02 issued to E.I.DuPont DeNemours&Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 12-0223.25,issued to Eco Window Systems,LLC for their Series"300 ECO-Guard"Aluminum Fixed Window—L.M.I.,approved on 05/03/12 and expiring on 06/17/14. Manuel erez, . . Product Control Exe Inc NOA No.13-020 . 5 Expiration Date: June 17,2014 Approval Date: May 02,2013 E-2 2AW y.V WNDOW WOW .oez eoI � ( D.L.Om 2 1.813 � .f12� a F 7.o00 2.811 oPTICNAL 71 0 0 a, An O RUSH FRAME ADAPTER d 2.78G O FRAME HEAD/SILL/JAMB ii ii �Q ffmlt- 50 4 1 r 1�ap n Q ANCHOR COVER Z^� tr MA)I Ir MAX z W-Q/S. HEAD/SIU. 0 CORNERSTYPICAL $ W m ECO—GUARD SERIFS-300 aEVAT1oN ALUMINUM FIXED WINDOI9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. MASS DLO. Dees_ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SASE D.L.O. HEIGHT =WINDOW HEIGHT — 3.825' O.L.O. WIDTH m WINDOW WIDTH — 3.825" COMBINATIONS OF FIX./FDL OR FIXED WITH OTHER WINDOW TYPES N MODULES OF TWO OR MORE WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. i6l 11 11 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. _n 1 11 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY,17TH THE ^'0 0 REQ OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY <®v FBMW*W ZONE(HVHZj. WOW BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER 4 LOADS TO THE STRUCTURE. ARM PRODUCERBVISBD ANCHORS SHALL BE AS LISTED.SPACED AS SHUM ON OETAIA ANCHORS THESE WIDOWS ARE RATED FOR TARGE & SMALL MISSILE IMPACT. ` BYomooftv"thenwma 1 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. RA.'PE' 10482 BU[WheCode 8 � ANCHORING OR LOADING CONDITIONS NOT SHOM44 N THESE NAILS ARE Data tea/ 4 & NOT PARR OF THIS APPROVAL _ Data A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLy. aProQreet drorving Ito. MATERIALS 04CUJOING BUT N0T UMREO TO STEEL/ANAL SCREWS.THAT 4 IN09-20 -COME INTO CONTACT WITH O1TffR DLSSRILAR tdATERWS SMALL MEET THE REQUIREMENTS OF THE FLORIDA 8100.CODE SECTION 2003.8.8. sheet 1 of DMON LOAD CAPACETY-M W=N LOAD CAPNCM-M 3/18•APBs. GLASS 3/18'WffAT STRENIL GLASS WINDOW DIM OL S3 TYPE'C' o6AS4 TYPE b' WINDOW DDRB. GUS TYPE'C' GLASS TYPE W M mm( (+)(1a EV.(+) IW.(-) W. TNr.(-) WIDTH(�eEP M(U Ex-W 1mu-) tx-M 1N►.(-) _ gg 24• 730 no 800 00.0 28-1/2• 75.0 8" 8" 9" Z DUTACITE PA BY'DUPONT SENTRY"BY'OUPONV' 3. 7" BOA 80.0 90.0 37' 28• 75.0 80.0 80.0 9" 0 3/18'ANN.CLASS 3/18'NEAT STREN'D.GLASS 38• 75.0 BOA 80.0 au 53-1/8' 754 MA BOA 90A p, 42* 31o. 75.0 WA 80A BOA 74• 1 75.0 MA no no SOHvEDOW COM41M. ¢ SUCONE Mr 7" 8" WA 90.0 28-1/2• 75A 800 80.0 940 CE SCS ZOW 899 F 2+ CE SCS 2000 54' 78.0 MA 80.090.0 37Will CORNING 899 ' 75.0 80A �.0 W.6 0 ffi 80• 76.0 80.o a" 90.0s A 53-1/8• 38--3/W� 7B0 no o no i z i 88• 750 80.0 BOA 90.0 74• 75.0 SMO 80.0 90.0 (�p � 4 II m 75 4 7Y 75.0 n0 a" 90.0 2S-,/2' 75.0 80.0 8D.0 no a 0.Q S 24' 75A 80.0 80A no 37• 5x-5/8. 760 80.08A0 80A 30' 75.0 80.0 BOA 90.0 83-1/8' 713 78A 80.0 940 38• 75.0 a" BOA 90.0 74' 1 713 73.1 800 90.0 4a• O. 750 WA no 90.0 28-1/r 75A 800 no 90.0 u' 48• 75.0 no 8" 90.0 37• 83• 78A 80.0 smo 10.0 I8 x 1-i(4'SMS I8 x 11-1/4-SMS S4' 7" mo 6D0 90.0 53-1/e' 67.9 72.5 a" 940 AT 3-1/2 FROkt ENDS AT 3-Ir FROM ENDS �• 75.0 8" 840 no 26-i/2• 75.0 8D.0 80A 940 --ii AND t O.C.MAX. AND 10.O.C.MMLg 88' 75.0 80.0 8D.0 MD 37, 78' 7fiA 840 BOA 940 v V GIdt� TYPE 'C' GLASS TYPE 'D72' 75.0 768 80.0 BOA 53-1/8' 679 899 BDA 840 GLAZING OPTIONS 24• 7" 800 80.0 solo Vl 3o• 76.0 8D.0 ffa0 no gg 38' 750 BOA 80.0 940 42' I i V �. 75A a" 80.0 90A � ryj 48• Mo 80A S.0 940 r' 84' 69.8 713 80.0 90A �Ij� 60• 80.2 842 BOA 90A L WB1DOW www 9MI W WOTN W.�� a" &42 80.0 940 � � Z 24' 780 800 800 900 30' 75.0 80.0 au MO $ / I I I I 3r 75A no su ou I j 42• 12. 730 80.0 840 940 71.3 am smo I $ I I p• I 802 842 BOA Sao VEROCALLY NULLY SHIM ABOVE. L- .J . I 24• 760 80.0 80.o 90.0 0 vmam VADTH H9�PBJOY/�NIDTH. MWW*DTH '30• 70.o no WA 9" 1 ^^_; � 36• 75.0 m0 800 w0 I I I 4Y �• 70.0 70.0 Mo no g 65.8 890 mo 9a0 54' 643 843 80.0 Sao 76.0 80.0 80.0 9" 2 $ 30• 76.0 800 BOA 90.0 c°1 L J YI.iM0 a I- � 36• 88• 76.0 78.2 SO.o Mo. NOTE: $s s 42• 04A 64.8 80.0 BOA GLASS CAPACITIES ON THIS SHEET ARE r =Tmmaw I I as• 75.0 59.9 Boo 9aa BASED �1 ASTM E1300-04 (3 SEC. GUSTS). ,� � � � za• 75.0 oto �.o eoA � e 30' 75.0 MA no ma &4r:.JAYAD At M marouCT REVf8 w i CM 36' 1�' 74.5 74S 9mo a" tu.PE 74592 mcowpl�wi0t Po41?lmtde 1 � I 4Y Bta 878 t9T.0 - Woo c.AN. saealnB d L J 24• 7" MA MO 90.0 /4- 30• tea• 75A t0.0 no 90.0 ' Pcedn� drawing no. au0YWF7l.E LOADS Fara ALTERNATE"PES As Sfto�I ABOVE OR stMBAR CAN � 36' 74s 748 w.o WDA {N09-'2O Vf7aFlE0 BY INSCRIBING PICTURE NMIDOW SHAPE wffHtN SQUARE!7R RECTANGtP AS SPm9YN 8tl DOTTED UP93 AND OBTAINING ALLCY/ABLE LOADS FROM THOSE S1MPE5. sheet 2 of 18Y TYPtcAL ANCHORS wow9UCIC SEE ELEV.FOR SPICING MEGL TYPICAL ANCHORS m= / W STRUCTURE SEE MW*FOR SPACINGOR .e' °A e""v a a• e_ d ' e ' ° MIAMI—DAOE COUNTY APPROVED WOD MULLION&MULLION ANCHORS aSEE SEPARATE NOA t A O ; • O a a is i s p&Q� TYPICAL ANCHORSTQv II !• SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING I �j I, !' WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEv.FDR SPACING !' i! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 144 DIA. TAPCON BY 'ITYT (Fu-120 KSL Fy=9'L KSI) � U ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ti t� 1-3/8- MINI. PENETRATION INTO WOOD V! THRU 1 BY BUCKS INTO CONIC. OR MASONRY 2 1 !i 0 1-1/4- MIN. EMBED INTO CONC. OR MASONRY a I W 4 DIRECTLY INro CONC. OR MASONRY � �m O i• ': 1-1/4- MINL EMBED INTO CONC, OR MASONRY . w , O(GRAW s CRS) o : INTO METAL STRUCTURES Z - y STEEL : 1/8-THK. MIN. (Fy a 36 KSI MIN.) r$Z - i+, ALUMINUM : 1/8- THK. MIN. (6063-T5 MIN.) r i. `' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) to � 4 H Wmg � i 014 SMS OR SELF DRILLING SCREWS (GRADE a CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090'7 i ! (NO SHIM SPACE) .t TYPICAL EDGE diS'TANCE �! INTO CONCRETE AND MASONRY - 2-1/2- MINI. INTO WOOD STRUCTURE - 1' MIN. :. INTO METAL STRUCTURE - 3/4"MIN. ;! CONCRETE f e -3000 P51 MINI. C-90 HOLLOW/FILLED BLOCK I m m 1500 PSI WL .1 to �an s SEALANT: ` ALL JOINTS AND FRAME CONNECTIONS SEALED WITH q m Y BO JOINT SEALER. 1 -Z 4 ' e tFln PE 70592atan '1. lie Elm jj p v drnwin no. • , e ' ' T ANSEE ELEV.FOR AGING agolay ' FOR SPACM `� Proeael WQ92Q it I3oT 5 nim p PART f RBQD. DE ON MATEM& MW./SOPPLMR/RBMAM 4 V 1 FY301 a FROM NEM/S�IMS 6063-TG - 11Jr �711 N a EY302 AS REDO. GLAZING CEM-7/16•CLASS 6063-T6 - AIM� S Z 3 FY303 AS RM ANCHOR COMER SO63•-T5 4 E203 AS READ. (DAZING BEAD BULB NEOPRENE ULTRAFAS 5 FL13-50 1 MASS SPACER- 1/6•HIGH SILICONE FRANK UM 6 /10 x 1' 8 FRAC ASSamy SCREWS cm PH SYS Qds �Zjj 7 FY120 - WISH FRAME NAPIER 6063-Te OPTO M. WELDED jam U � RECR. OR SQUARE WNpOWS CIRCULAR WWO0WS MRER CORNERS V1 SEE SEPARATE MOA TYPICAL ANCHORS ^d SEE ELEV.FOR SPACING COMER DETAILS - - � 3z�� __-_-- -- w ms - - o TYPMJLL ANCHORS SEE ELEV.FOR SPACING Now WIDTH WINDOW WIDTH 1/a•MAX. L; 1/4•MAX. SENA @6 1/4•MAX. TYPICAL ANCHORS SHIN c SEE ELEV. � TYPICAL ANCHm FOR SPACING �SPACING WMAL a. Y SMICT RE o "p aov WOOD WOOD STRUC - - Eolp:JAYAD Now PRODUCTRSVLSW A K FUS. CMI. ocavaPl�w(plthaFtm[dx MY 1 EXTERIOR T vim SUCKSI d D L O PAc PO. W09-20 WD>oa<v WIDTH sheet 4of 5 METAL STRUMURE TYWCAL ANCHORS MAM-RADE COUNTY APPROVED Z SEE ELEV.FOR SPACING SEE ELEV.fOR SPACINGMULLION A MULLION ANCHORS s.. ':•. i. SEE SEPARATE NOA 0 PO J 1 NNom ALT. (y 8 4C SEE Et". RFO SPAM �Z� -U1 � 4 i/e MAX �n g D oM SHIMS Www ' � a P 0 a. TYPMN.ANCHML9 SEE ELEV.FOR SPACING a 't 'P ALT. 0 I a INSTALLATION DETAM WITH FLUSH FRAMR ADAPTER era PR0WCTR W%D FS psemmoftw4bam hdb Awmift- •�o..- �; TypCgL ANCHORS J W BY pro" I= rowing no. o e SEE ELEv FGR SPAM W09-20 sheet Sot 5 MIAMI.IDADE MIAMI DADS COUNTY oNNEWPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) od . onom Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision C dated 01/11/1.3,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0221.05 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. A NOA No.13-0206.03 N , ouN Expiration Date: May 27,2014 Approval Date: May 02,2013 4 :5 Page 1 Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. (L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision C dated 01/11/13, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.BETI-08-2226A, dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09,signed and sealed by Candida F.Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manua Per . LProduct Control xam r NOA No.13- .03 Expiration Date: May 27,2014 Approval Date: May 02,2013 • E-1 Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNn mED) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2229,dated 01/15/09,signed and sealed by Candido F.Font, PIE. (Submitted tinder NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.BETI-08-2230A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Subtttitted under NOA#09-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al-Farooq Corporation,complying with FBC-2010,dated 01/27/12,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0221.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Econoumnic Resources(RER) Manuel Per , Product Control EX a r NOA No.13-0206.03 Expiration Date: May 27,2014 Approval Date: May 02,2013 E-2 Eco Windows S stems LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas*Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite@ PVB Interlayer"dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,F.E. (Submitted under previous NOA#12-0221.05) 2. Proposal No. 08-1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso,P.E. (Submitted under NOA#09-03.12.08) G. OTHER 1. Notice of Acceptance No. 12-0221.05,issued to Eco Window Systems,LLC.for their Series"Eco-Guard-200"Aluminum Horizontal Rolling Window—L.M.I.,approved on 04/26/12 and expiring on 05/27/14. Mansel er , .E Product Control E NOA No.13-0206.03 Expiration Date: May 27,2014 Approval Date: May 02,2013 E-3 72' 1t1• `�� . WINDGW WIDTH woo WIDTH (� 3 1/2'MAX 4• 3 1/2'MAX. 10 5/8'MAX. Z14P'C CORNERS CmRNERS (SWiFACE APPL�.N�� 31 1/4' 32 3/4' AlINM))r323/4' 32 3/4'8E USEDDA.OPG D.L OPG MAY i OBD OPG. O.L OPG 38 3/8' 38 7/8' VENT WIDTH VENT WIDTH n on TYPICAL ELE1lATTONS Z 3, a tlo W 8w wg 0 --------------- ECO-GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING 'WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER t/e'HEAT STREH D.WISS t/8'HEAT STREN'D.G[ASS o CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE OW WERUWER 090"DDEIOAYER R COMOIAT�1S OF H.R./H.R. OR HOMONTAL R011JNG WITH OTHER MRAM PO BY TIIP=' SENTRYGIAS 8Y'OUPOIIT' W MIDW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1/9'HEAT SIM-D.GLASS 1/8'HEAT STROM GLASS $ MIAMI—DARE COUNTY APPROVED MULLIONS IN U ETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. SalC c SILICONE e p. o0W M'Ati4IDM6 a�0 QQ.. DOW C0»tMtN6 898 F GE STS 2� F GE SCS 2000 o O n THIS PRODUCT HAS BAR DESIGNED AND TESTED TO COMPLY WITH THE S® o m v REQUIREMENTS OF THE FLORIDA BUWNG CODE 9VCLUOING HIGH VELOCITY HURRICOIE ZONE(HVHZ). m m THESE WINDDWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. WOOD WXS BY GTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m o SHUTTERS ARE NOT REQUIRED. q LOADS TO THE STRUCTURE. Env.imm NBm PRODUCTRBVISBD ANCHOft LISTED,SPACED,AS SHOWN ON DETAILS,ANOiORS EMBEDMENT TO BASEHALL BE�MATEIM SHALL DE BEYOND WALL CRESS=OR STUCCO. FLA.WEE 70 92 �aomplytnBv tlreTdadAe ANCHORM OR LOADING CONDITIONS NOT SHOYiR�M 0 THESE ADE t0 1 A I F; 4m NOT PART OF THIS APPROVAL A LOAD DIIRATON VASE IS USED W DMGN OF ANCHORS Wo WOOD ONLY. PmdnctCawhol dTo MATERKs octmo G BUT NOT UA81ED TO STEEL/fETAL SCREWS,THAT GLASS TYPE 'A' GLASS TYPE 'H' COME INTO CONTACT WITH OTHER OMSSDBIAR MATERIALS SHALL MEET THE 15 W09-12 REQUIREMENTS OF THE FLORIDA BLDG CODE SECTION 2003.84. GLAZING OPTIONS sheet 1 of 7 DEW LOAD CAPACD7-FSF(A ON O8 Xs MU) DESIGN LOAD CAPACITY - PSR(XOX SIZES) DEMON GOAD CAPACITY - PSF(XOX SIZES) �y►V W/O 1taQTF mu mw. v/0 mm. I TRTB RONR. I W/o D19NP. vm IBM. , WHOM DIMS. A MM TYM'A*l GLM TM'a' W114DOW DIES& A GLM 9YPS A01AS9 ' Ti1B'a' WINDOW DM. A Cum 9TPS'A' Gum Tm'9' O S4m111 mw D tQ+) MU)Exrd+ srt )w.(-) mm How EXr.(+) .(-)acrd+) MT.(-)) ramal Hm1r irig)Dard-) olid+) WTI ;9�e 28-1/2' 4A.0 80,0 80A SA 74" 9 70.0 80A 80A 90A 7a' 8 70A 80.0 80.0 80A 37• �' 4 70A 80A 80A 90.0 108-1/4• ( 12 70.0 SU MO 90A 108-1/4" 12 70A 8.O 8.0 S&O 53-1/8' (3) 8 70.0 aoA am ou 111' 12 70.0 a" 80.0 W.0 111• 12 70.0 S.0 8oA 90A o 74" 8 70A SU 80A 9mo 74• 9 70A 80.0 WA SU 74' 9 7" 80.0 amo 90.0 26-1/2' a 70.0 WA 80.0 90.0 108-t/a• �� 12 70.0 =A a.0 90A 108-1/4• 35-3/8- �8" 12 - - aA a" 37' 38-3/8' 4 70.0 WA 80.0 W.0 111' 12 70.0 WA WA 90A 111" 12 - 80.0 90.0 Oj r 53-1/0" (3) B 70.0 80.0 a" 90.0 74" 70A W.0 WA 804 74' 60-5/a' ()'n A 80-a/8' 9 70A >mo 60.0 9" �y 74• 8 70.0 WA MO 90A 106-1/4" (4) [11!2 70.0 WA WA 90A (4) a�t 28-1/2" - 4 70.0 80.0 W.0 90.0 111" 12 70.0 WA ODA 90A 74• 6r 9 70.0 Tao a o 9" 8 37• 90-5/a' 4 70A WA Sn 9D.0 74" 8 70A 70.0 WA 9DA (s) 4! 03-1/8" (4) 8 70.0 WA a" WA 108-1/4" or 12 71XA 70.0 WA 62.6 72" 9 7" SILO WA 9" a � 74• 1 a 70.0 W.0 80.0 9" 111" �) �_12 70A 70.0 6" BOA a4• 24" 9 704 WA BOA SU E 28-1/2• 4 70.0 WA WA WA 72" 9 70.O 8" WA 9" 98• (2) 12 70.0 WA W.0 SU 37' 63, a 68.9 77.5 6a0 sa0 e4• 2a` 9 70.0 a0A W.o WA loo" 12 70.0 WA 80.0 90A 53-1/8• (3) a 70.0 70.0 1 80.0 W.0 w (Z) 12 70.0 1 SMO =0 SU 72" 9 70.0 WA W.0 90.0 74• 170.0 70A 60.0 8a4 108' 12 70.0 WA 6a0 o" a4" 36• 9 70.0 WA a0.0 9a0 di U 24' 4 70.0 80.0 80.0 9" 72" 9 70.0 80A WA 90A 98' (3) 12 70A WA 80A 90.0 38" 4 70.0 a" 80.0 a" B4' 36" 9 70.0 WA BOA 80A 108" - - 80.0 80.0 48' (2) 6 70.0 WA WA W.0 98• (� t2 70A WA 80A 90A 72• 8 70.0 BOA BOA 90.0 fJ) Sir a 7" WA WA WA I 1 12 70.0 WA WA W.0 84' 9 70.0 70.0 WA 90.0 _ 72" 8 70.0 80.0 60A 90.0 72" 9 70.0 WA WA 90498` (4) 12 70.0 70A 80.0 WA 24• 4 70.0 SU SMO 90.0 84" 48" 9 70A 80.0 80A 9" 72" 80' 9 70.0 70.0 WA 80.0 31r 4 70.0 8a0 80.0 WA 98' (4) 12 704 BOA 80A 90A (5) g rn_� 4&" a 7OA W.0 aoA 98A t08' 12 70.0 WA am a" Pp O OM {J) A m NO. OF ANCHORS PER HEAD&SILL W 8 70A WA WA 90A 7a" 8 70A 70.0 80A 90A 72" a 70.0 a" 6a0 WA 84" 6c 8 7U 70.0 1 9oA () m NO.�ANCHORS PER JADIB z$� 24• i 7060 6o0 6oA W.0 96" (3) r.2 70A 7oA 80A 90A z 3S• 4 7oA aoo 80.0 80.0 108' 70.0 70.0 WA41r ar a 70A GU 87.8 d.po W (4) 6 70.o WA a" Sao A e NO.OF PER HEAD& SW. (1/M� (1/29) (1/4W) w () m NO.OF ANCHORS PER JAMB 72" 8 70.0 SMO ea0 WA 2C 1470"W 80A WA NA 38" 80A a" 90A48' (5 70.0 a" WA (1130) (1/30) (1/3w) 70.0 am WA72" 70.0 SU 87.6 4. OPERATING VENTS TO BE 1/4 OF SHE WMOW WON 8 A m NO.OF ANCHORS PER HEAD&SILL 'XOX' $ ( ) NO.OF ANCHORS PER JAMB OPERATING VENTS TO DE 1/3 OF THE WINDOW WIDTH NOTE GLASS CAPACITIES ON THIS SHEET ARE ^n 'XOX' BASED ON ASTM E1300-04 (3 SEC. GUSTS) o m m AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 PRODLICr REV186O LEFT AND RIGHT VENTS To BE OF EOM GLASS OLO WDTHS Du Pe 78se2 aft ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE c a9.�sai � 8�t4o S $ 'XO OR OX' FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL Dffi8 %4 g FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF I'mduaControl drord no SEE SHEET 4 FOR DETAIL wag-�z sheet d 7 TYPICAL mamas• Isy �11.V %!- SEE 0".FOR SPICING METAL TYArAL ANCHORS 1 SIRUCTtReE SEE a".FOR SPACING � I d: -v -a•e :.e' MIAMI-CAOE COUP"APPROVED a 4 e' a•. a'''4 ° < MULLION a MULLION ANCHORS Z .• e 4- '! 'v A. < °. SEE SEPARATE NOA I O is TOWAL ANCHORSE ANCHORS SEE FJEY.FOR SPACINGSEE ELEV.FOR SPACNG 61 B WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZNO SYSTEM AND TRANSFER THEM TO THE BUILDW STRUCTURE. 8 EPHOLSS: TYPICAL ANCHORS: SEE ELEY.FOR SPACIm Wt = 3/8' X 2-1/4"ALES AT EACH END 1/4' DIA. TAPCON BY 'RW (Fw120 K%Fj-W KS1) ai AND 5l'O.C. MAX. 1/4—* OIL IR.TRACON BY 'ELCO' (Fuw 177 MR.Fy-188 KSI) p r� INTO 20Y WOOD MILKS OR WOW STRUCTURES ¢I'i? SEALANT: fo Ri1-3/8' MN. PENETRATION INTO W000 ALL JOINTS AND FRAME CONNECTKNiS SEALED WITH 3 JOINT SEALER. THRU 18Y BACKS INTO CONC. OR MASONRY 05K) 0 1-1/4" MN. EMBED INTO CONC. OR MASONRY Z^_ DIRECTLY INTO CONC. OR MASONRY �$z 1-1/4' MN. EMBED INTO CONC, OR MASONRY y 914 SMS OR SELF DRUM Sr3tFu1S (GRACE 2 CRS) 11w m[m 0 INTO METAL STRUCTURES STEEL : 1/8'THK. MIN. (Fy — 36 KSI MN.) ALUMINUM : 1/8'THK. MIN. (6083—T5 MIN.) (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) l e g 9 014 SMS OR SELF DRILU_NG SCREWS (GRADE 2 CRS) � t4 18, INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8' R (NO SHIM SPACE) 2 TYPICAL EDGE D)57ANCE i N3 N INTO CONCRETE AND MASONRY = 2-1/2' MIN. 18 cST INTO WOOD STRUCTURE = 1' MN. INTO METAL STRUCTURE m 3/4' MIN. ((sdttdll CONCRETE AT HEAO.Std.OR JAMBS f e=3=PSI MDL m O I I C-90 HOUAW/FUM SLOCK AT JAMBS rm - 2000 PSI MIN. 4: Ens. WD CHHA� a yla8 tlwFToride '� ° 4 I Fu PE »auae Et 17PICAL ANCHORS 'ov o-> 1 MN9 s! Pmdm'3 dtawUlg rro. ° a SEE ELEV. IaY SEE QEV. - FOR s . SUCK FOR SP W09-12 wt sheat 3�7 1/a MAX u 1/4'MAX SHOO �v SHN © O CO 8 SEE EL ANS ' Z 000 TYPICALB 7 •.p.o i q FOR SPACOIG °. SEE 0 ME►A& t V r ryp SiR11C7URE SCREEN OPT. ------ 6 1 18YO�li 4 STEEL�ffORCM 1, 1 ! WOOD BUCKS AS REQ. a SEE SHEET 2 FOR CAPACITY Q BDIOOY TADM XO LAYOUR TYPIC&ANCHORS SEE El".FOR SPACING J 1/F'MAX. � J —1/L•mAX�---q�� VENT 14D111 VENT tWB'fHSHM mew I OIL OP6. DL N 7 1�6. TYPICAL ANCHORS k 2 © 8 © FOR SPM.IN6 n -- z lid 1OR ; s Z g BO ___^SCREEN OPT ^____ G±g SEE ELLV i ___________ BDOD sTnucrRlR qa ii .;�:" W;; • a 4 FJM 6 1BY 11 1 O1.OPG. STEEL�#ORCDIG ! lay BUCKS METERIOR �SHM T FOR CAPACITY < BEIOOY vim XOX LAYOUT NIAMI-MADE COUNTY APPFMM EOAdiO9 TYPICAL ANCHORS SEE SEPARME NMA SEE 0".FOR SPACING o a' s m ngr:.tA fD AtdAO PRODUCT RWWW •° Cra FLA. BailAogC�atv�htheRlmfda g ______ AX --SCREEN OPT. Dffie yy��pp��/Q 8 droarirlg rro. BDroaB Brom BDroOYY BrDTN 15 C/ W09-12 sheot a d 7 STRWAM TYPICAL ANCHORS TMs-ANCHORS mwm—MADE COim APPROVED • . . SEE ELEV.FOR SPACKS SEE E".FOR SPACM MULLMN s ULLL tt ANCHORS A >." SEE SEPARATE NDA �}SFYPi 4• a �- �' w 8 $� A ALT. -1112 TVPrA ANCHORS Q SEE B".Fat.Fat SPAMMOTj .t U aR V7 O o� Tia.wx. O Z$G SIMS ALT. ,d Wa � d• . Ito It 4, TYPICAL ANCHORS TYPICAL ANCHORS a SEE M".FOR SIVQNS SEE M".FOR SPACAtO El 1 ALL > INSTAT?•�'I M DETAIIS WITH FLUSH FRAME ADAPTER PRODucTRBVIslm 7K7mWw Bads plgi�tboDlofitaDate 14PM&nAOmteol^ dravA Ro. W09-12 stilet 5 aI 7 2780 1867 mu PARD S @AAN ff U88CHIMON MAYBNIAL (dW./SUPPLU R/B1iMA= 1 FY201 1 FRAME HEAD 8063-i8 - 3/1r 1• 2 RM 1 FRAM SHL 8083-18 - ' .$1� .715 1.434 S (1203 1 S61 TRACK OiSERT 8083-i8 Zo 813 4 FY205 AS REOD. MOV."MIE JAMB 8083-T8 -F-6� r 862 8 MCI AS REAM FIXED FRAME JAMB 8083-T8 Aid 1.718 8 FY104 I/VENT FOGA MTD.RAL 8083-16 12 it 7 FYt05 1/VENT VENT WMRLM 8065-TB - Q 8 tY208 1/VENT JAMB SIDE 8063-TB - Y�r•0 ® VENT T(F/BOTM RAIL STEEL RERVORCING s M07 2/VEM TOP AND BOTTOM RAIL 8w3-T5 - 813 P12� 10 FY108 AS REMCIAZIIRI BEAD 8063-T6$19 11 - AS REM IOTA BAR snn12 - AS RECD. FMNF BR STEEL13 FY204 AS RIEOD. ADD-ON SAL RISER 8083-T8 ISE AsRMFRAME HEAD 14 FY208 4/VENT ROLLER HCM8&OUIDE cam46 1S FY209 2/VENT I�t.LER BRASS1 -^I 1.047It i6 FY210 2/VENT RO11P9 PH1 ST.STEEL.1.140--p-1.810f0 GLAZING BEAD 17 p8 X I- AS REQ. FRAM£/VEHT ASMIBLY SCREW CRS P.H.SMS 18 p8 X 3' 2/VENT FIX.RAO.SHL SC1tSfS(BILI.ENO) CRS P.M.SMS .813 1.344 18 1T23181 AS REDO. F01 SEAL W'sTR0+P610 - ULTRAFAB 037180 AS IBRD. BULB SFA. O-LON SCHLEGEL g� JAMB STILE 21 ON AS ROD. 8189 SEAL SAMtl�NE UITRAFAB.MAMMETER.115 D1 IA58 toss 22 E203 AS WM c0AZIM BEAD WJW sANI0Pi8NE IR.TRAFAB,WR6MErm 8518 23 FLB-80 AS REOD. CLASS SPACER SILIOM FRANK LOW 078 2.801 za sc203P 2/vEat Sr+EEP ulrCn - sI1WWIN&atiSOC t, 25 18 X 1/8' 2/LATCH LATCH HIST.SAY sr.Smm OH SMS e 28 WAX 2/WDtq. VEEP V/a.VE - PREFERRED ENG PROIICTS 1.140 I.M 27 - I/VENT 5/16'BOX SCREEN - OPITONAL i0 a3 3 OBt 28 M20 - FLUSH RUM ADAPTER 6083-78 OFTOUL g' ��` 2.750 F�1.31'4 p'N"' O MEETING RAIL 2Q FRAME SILL W N;. 2.188 O 1.314 .280 1.422 .310 .312 A82 1.202 O 1.378 iC O3 SILL TRACK © FDCEu MTG. RAIL .sem ,.187 .Iso y) - 8 ass .oea Fez g<m 2780 28f2 2812 y780 2.8N Hv1n JAS P RBVf 'e g3 .OSl F,P 0 7= Bcllft.Code ,� AcaRtetma� �" .874 1-- .788 61Tta Proms drdwblg no. 1.687 1.888 2911 W09-12 4� MOV. FRAME JAMB ® FIXED FRAME JMB ® FLUSH FRAW ADAPTER S 7 FRAME TOP( ,ER VENT TOPAHMM CORNERS 1/}1 co 17 $ opZ34'� Som W m SS ew "up PRODucrRBVn36Dchm as �y ' FRAME affrom CORNEA ECAK ca�h6m bPoePtadde �+ AcapeeNo l3_0 Q .03 g ,a mttanoe�e ,a. A b Bfty r ' 2 ePrst mwtl 1M09-1 FIYED MTG. RAIL CORNEA sheet 7 d 7 • MIAMI-DAMEMIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamid+ide.gavreeanomy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 100"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-08,titled"Eco-Guard Series-100 Alum.S.H.Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/12/09,with revision B dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0223,24 and consists of this page l and evidence pages E-1 and E-2,as-,veil as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Expiration Date: April 08,2014 NOA No.I3-0206.04 i�Fo,, E U QTY F Approval Date: May 02,2013 �,� ��r Page 1 Eco Window Systems,LLC- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco-Guard Series-100 Alum.S.H. Wdw. (L.M.I.) sheets 1 through 6 of 6,dated 02/12/09,with revision B dated 01/11/13,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2166A,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NDA#09-0224.07) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 106-1/2"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15,2009,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0224.07) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0224.07) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4"wide x 76-1/4"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc.Test Report No.HETI-08-2170,dated 12/15/09,signed and sealed by Candida F. Font,P.E. (Submitted under NOA#09-0224.07) r Manuel P e�06.0 E. Product Control xaer NOA No.l - 4 Expiration Date: April 08,2014 Approval Date: May 02,2013 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 01/30/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.24) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09108/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.24) G. OTHER 1. Notice of Acceptance No. 12-0223.24,issued to Eco Window Systems,LLC for their Series"100 ECO-Guard"Aluminum Single Hung Window—L.M.I.",approved on 05/03/12 and expiring on 04/08/14. Manuel P ez, n1k Product Control Exa NOA No. 13-0 Expiration Date: April 08,2 Approval Date: May 02,2013 E-2 S31/L1' 531/Ir LTI O0N WIDTH ggg000 + 47 318' 47 3/8' 0 01.0.(FOL UYE) O.L.O.(FOL LITE) y. r MAX 12'MAX 8'MAX. 12'MAIL HEAD �i CORNERS wja Cts A I I g s 10 a m +1 1+ i+ n • O 11 11 11 M� ..�=�•==a �d ti �F m x O 11 11 1+ 11 u 11 It If it e s c L if __JII'!1 C n • 11 m L 1; ii ` FALSE NINTINS NO ANCHORS AT SRL FALSE HLIiTM8 NO ANCHORS AT SRL op tS11RFAQ OA 47 3/8' (SWAM OP )TIONAL 47 3/s' Z t O.LO.(4ENr) O.L.o.OkR z 50 3118" 80 3/18' W 51— VENT 1— VENT O'M VENT WmTH W m ECO—GUARD SERIES-100 EQUAL L.ITES UNEOLIAL IBES (ORIEL TYPE) ALUMINUM SINGLE HUNG WINDOti9 TYPICAL ELEVATIONS DESION LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CK4RFS SHOWN ON SHEETS 2. IESTUNITS EO 2 R APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SITE B CDMBNXTIONS OF SJL/S.H. OR SINGLE HUNG WITH OTHER WIIDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USM MIAMI—RADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WIR OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 08� THIS PRODUCT HAS BEEN OEMNED AND TESTED TO COMPLY WAH THE L( REQU110 NTS OF THE FLORA BUROiNG CODE INCLUDING HIGH VELOCITY s m HUMCANE ZONE(HVHZ). WOOD RICK$ BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER Lomm TO THE SIRIR;TIRiE. q A SHAH.BE AS LISTED.SPAl3=0 AS StWWN ON STARS.ANCNOIS PRODUCTRBVLZi1� THESE WUVDOWS Alff RATED FOR LANE MISSILE OAPACT. °dMnW MMAD esomglLy111gwltbBreFirwlde 7i Eh�EM[ENT TO BASE MATEIRlAI.SHALL BE BEYOND LRALL DIffSSIRG OR STUCCO SHUTTERS AM NOT REQUIRED. FUL PE 7OS82 011IIdipsCode g i' CAN. °t ANCHORING OR LOADING CDNMTIM NOT SHM IN THESE DETAILS ARE ,• ?+NOT PAW OF THIS AVRMfAL 3 .,L A LOAD OURATKM INCREASE 15 USED M DESIGN OF ANCHORS MTD WOOD ONLY. g7 �J Pmdvu draadng no. MATERIALS MC:LUDW BUT NOT LIltTTEO 10 S=AL SCREWS.THAT W09—OS COME INTO CONTACT WITH MM OISSUW.AR MA SHALL MEET THE 'REQUfthNM OF THE FLORIDA BLOC,CODE SECTION 2063.8.4. dt�l T of g EQUAL LPfES WINDOWS y UNEQUAL LITES WINDOWS DES=LOAD CAPAC7Y-PSF DEM LOAD CAPACITY- PSP` t FLANGS DIMS. GLASS TM'A' MASS TYPE'D' FLANti6 DM. I GLASS TYPE'A' GLASS TYPE 8 um mw W4+) MM-) aa(+) lw.(-) eamD+ meW EV4+) tend-) aad+) IW.(-) 0 18-1/S' 76A 90A 7360 MA / 18-1/S' 7" 9060 78.0 9" ()I 24" 75.0 9060 7560 9060 i/. 24' 740 9060 7860 9060 26-I/r 78.0 9060 Tao 9060 % 26-1/r 7560 80.0 7860 9060 m j 3r 73.0 90.0 7360 MA 3r 50-6/8' 78.0 W.0 7" 9.o I 37' 73A 80.0 7" 9060 37" (4) 75A Sao 7&0 9960 u, 40' 79.0 SOA 75.0 SOA 40' 79.0 9C0 78.0 90.0 a Q hO 48" 7&0 90.0 7&0 90.0 46' 7860 1 9060 7860 WA (� 99-1/8" 79.0 I 80.0 75A 90.0 53-1/8'1 7860 90.0 7&0 19-1/8' 78.0 90.0 7&0 90.0 19-t/9' 7a0 90.0 780 Smo 66� 24' 73.0 9060 Tao 90.0 �f 24' 7SA fo 7660 90A -28-1/r 75.0 Sao 7860 "A 26-1/2" 730 9060 7360 Sao O w 1 3r 38-3/8' 75.0 Sao 75.0 8a0 32' 83' 7&0 Sao 78.0 9060 Z �g 3r (3) 730 90.0 7360 90.0 37" 7860 eo o 73.0 9a0 yell 4o Tao 9DO Tao 90.0 40' 7&0 9060 78.0 90.0 48' Tao 90.0 7&0 9060 48' - - 75'0 TOA UNEQUAL UTES (ORIEL TYPE) s3-1/B' 7360 WA 7&0 �.0 EQUAL �� s�1{8' - - 7360 Sao 19-1/0' 7&0 9060 73A 9060 19-1/S' 7860 smo 7360 oo 2C 740 9060 Tao 90A 24" 7860 9D60 7&0 MA 28-1/r 73.0 9060 7&0 90A 2e-1/2' 7860 90.0 75A 9060 (� 3r 30-5/8" 73.0 940 78.0 "A 3r 7B' 7960 a7&0 5A 90A a 37' (4) 75A 90.0 780 90A 37' (e) - 5.0 90.0 �j z 40" 73.0 20.0 7560 80.0 iC 40' - 5A 90A a 46" 740 9060 7560 90.0 Or - 906053-1/6' 78.0 80.0 •7&0 Sao 9J-1/8' - 5.0 RDA . �M 18-1/8' 730 9" 7&0 9Qo M 2,r 740 90.0 7860 80.0 4 = 28-1/r 7360 940 740 9060 O g 3r 63' 78.0 9a0 7360 95.0 z 37' (3) 730 90.0 75.0 90.0 W 40" 7&0 Sao 73.0 ODA Am Or 790 Sao 73A 90.0 O 33-1/8' 740 WA 740 smo Z 19-1/e" 7560 oao 7&0 Sao tpg 24' 7360 9a0 7360 80.0 R 28-1/r 78.0 900 7&0 9060 1/8"HEAT STREN'D.GLASS 3/16"MEN STROM GLASS 3r 76" 73.0 9" 7360 9mo 37 (e) 780 Sao 7860 0&0 z AW INTERLAYER 6090'KTERIAYER 40" 7360 90.0 7&0 9060 DUMM Pvs 8Y'DURONT' WYACHE PYB BY'OU!oxr 48" 7360 90.0 730 9D60 4 33-1/8' 7360 9060 75.o 80.0 . 1/6•HEAT SIRDrO.GLASS 3/18"WN SIREN D.GLASS S43CONE GLASS CAPACITIES ON THIS SHEET ARE �S ww 899 �SM �O ON ASTM LONG-0004 (3 SI EC. GUSTS)AND m to m t9 !. DECLARATORY STATEMENT DCA05-DEC-219 tg1pD11CT'RBVISRD mm I FM OEE170M 64314 ecodo @eFbelAe g ^ Dow ow 4 8 21 6A 2tBY $ `'g drmaing rto. GJASS TYPE 'A' cIA TrnE 's' W09-08 GLAZING OPnO fAW 12L 6 ,9Y TYPICAL ANCHORS ti g wow 0 SEE ELEV.FOR SPACING IIETAL TYPICAL ANCHORS 1� i ORSTRUMM SEE EM.FOR SPACING - " - t ow IRW—DATE COUNTY APPF&VED °' •;d e s" d `. °'d-e a - MULUON&MULLION ANCHORS �0 SEE SEPARATE t" Otteo � WW a 9 TV 1,I TYPICAL ANCHORS OANCHORS ?Qt.O SEE EV.FOR SPAM SEE ELEV.FOR SPAM g AT W WooD BUCKS AND METH.snwmRE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM JUJ AND TRANSFER THEM TO THE BUILDING STRUCTURE. J TYPICAL ANCHORS SEE am FOR SPACING 12 1/4. OUL TAPCON BY 'OW' (Fu-120 tom.Fy-92 99) a © t4 INTO 20Y WOOD BUCKS OR WOW STRUCTURES $ �n g 1-1/2- MIN. PENETRATION INTO WOOD 4 ti* THRU 18Y BUCKS INTO CONC. OR MASONRY t 1-1/4-MMI. EMBED INTO CONC. OR MASONRY 22S i<'i to at DIRECTLY INTO CONC. OR MASONRY z •• 1-1/2-MIN. EMBED INFO CONC. OR MASONRY Q�p I (GRADE 5 CRS) w 3 INTMETAL STRUCTURES C--� STEEL : i/e-THK. MIN. (Fy - 38 KSI MIN.) u ALUMINUM : 1/8"TFBC MIN. (&W3-T5 MNL) (STEEL IN CONTACT Wn ALUMINUM TO BE PLATED OR PAINTED) yytt t X14 SMS OR SELF ORILLRNC SCREWS (ORAD£2 CICS) INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' (NO SHIM SPACE) R •s TYIWAL EDGE i INTO CONCRETE AND MASONRY = 2-1/2" MIN. is ,e INTO WOOD STRUCTURE = 1- MMI. e O I INTO METAL STRUCTURE = 3/4- MIN. o 2 CONCRETE Pe- SOW PSI MIN. • <m MASONRY E m .2000 PSI ISN. Eryr.'AY AF" pBO77UC7`REVIffiD N t„ FLJL Pl.367B wHbdrel4aride g C S � $ ALL JOINTS Aim FRAME CONNECTIONS SEALED WITH W09—O8 JOINT SEALER. sheet 3oI 6 nm 11 PARD 0 MWA GIIDfRIMON MATERIAL UW./-PPUMVVMUJM �Y 1 FY101 1 FRAME HEAD 6083-78 - i 2 MIS 1 FRAME SILL 8083-TO z 3 M03 2 FRAME JAW 8083-76 - O 4 FY104 I FWD MTD.RAI. am-T6 S M05 1 VTDN7 TOP RAIL 6083-70 - 6 FYI 14 1 VENC BOTIOM Ra o3-Ta 7 M07 2 VENT SIDE RAIL 603-TG a C WM_DADE C OUNN a FY1OS AS ROA CLAM READ(5116'HAM.�)APPROVED MULLMN A 8083-78 SEE ARATE NUA TVPrAL ANCHORS 84 MOB AS ROM GLAZING MD(7/16`LAM.GLASS) 8083-TB SEE E".FM SPACING. _ 9 MIS 2/YENT SASH STOP HID83-T3 12 SL203P 2/VENC SOEEP LATCH,AT 12-1/Y FROM SM 7AMAK SULLWAN&ASSOC. V 12A #6 X 5/87 2/LATCH LATCH VISI.Sagas S7.STEEL FM SMS m 14 IS X V AS REW. FRAME&VDff ASSfMID.Y SCR673 CAS PH SMS 14A /8 X 3/Lf 2/VENC 60TTOM RAIL ASSEAIDI.Y SCS tBiS PH SMS Us is E207 AS REOD. BOTMM RAI.SEAL-SERIES 101 NEOPRENE UURAFAa 16 cm AS REOD. GLAZING BEAD 81Ia S UTRAF/S is W23181 AS RLEOD. FIN SEAL W'SIRWPIdG - ULTRAFAS ME 19 M17 4/VONT SASH Cum CElCG1 M&M P1ASIICS V 19A /8 X 3/8' 1/GUIDE SASH 0M9E 01ST.SCREN CHIS OH SHS TYPE a 1 20 V210 2/WV SASH BALANCE - SIPERBOOSI BY SSI VENOM YTIDT11 NAtm(XV YADTtt 20 0 B6 X S/9 /MANCE BALANCE VW.SCREW P FH SMS � vH "` 2t (S H1EOD. GLASS SPACER SWCONE FRANK LONE y s/iC m Suva - OPTIONAL w 2S fY/20 - RUSYi MW ADAPTER 6063--T8 OPRONAL 8 LUn tz riPICAL ANCHORS SEE Etkli.FOR.FOR SPACING Z ri Z O1/4r VAL V*9 1/4'MAX. VENT 090TH SHMIS TYPICAL ANCHORS t/ W:- SHM FOUR SFPAGNG 18 7 20 v•> IYPWA ANCHORS SEE D". o. FOR SPACING 16 0 u$ NO00 SH61CN[� C - sma OPomm--------- ° 00�SIRUCARt oy a� t4 EXTERIOR a tWOW SUCKS �m ML OPD. WINDOW vP nm FIAT 7OM �Com $ g ,A«XFtaooa NoElm 8 5 1 J ANtamt PNdtXt "Mka�i S MEM Qy..V UPIC&ANCHORS TMPOL COLOW APPROYEO a&.FOR SPACING SEE ELEV.FOR SPACM S�UONEE SEPAt8MWIM 47E NOA ANCHORS 0 s r A CLL- L O a 8 ALT. TYPttFO ANCHORS G 5£E ELEV.FOR SPACING u• W � o 13o _ 1,4.MA)L o s►mes AIT. C a a 8 W asLd TYPICAI.ANCHORS q . SEE ELEV.FOR SPACM n .d • s < © Ns o« AIT. $ IAt PAi i ATION DETAILS WITH FLUSH FRAME ADAPTECAJC R yr. A onucT xsVesw F '� FlA.PES mcauplyixg ivi>btlm Flwfdo g "'aye' W09-08 ansae sor s 2.7so 1.25, �V .�z F14 7.888 z .082 14 a .813 2.730 2.812 7.140 � 01 FRAME NEAo I a 1.204 L--2W4— FRAME,vmee (, 3 a <� .�2W.41 1.375 3002.048 .803 .080 .803 m O FIX. MEET= RAIL 1047 1.047 � J G AZ M BEADS J I A34 y" 1x0 .12 2.00 1.087 1.140 t4 t.ta .621 O s� tie Z_ ® VENT TOP RAIL O VENT SIDE PAL $li � 2=7 1 0 062 2.773 1j" 1.750 © VENT BOTTOM RML YE�17' CORNER D£iAILVill 2974 M n d ' 0 d .882 .J0.0 A1fie1D t'It0DItCT RBVI3BDCOL n n .002 C.RE JSZ n atgi OmFlarlda 7— C X14 �5w R9 &730 2b11 ttdravrirlq n0. r� W09-08 V FRAME SILL ® FLUSH FRAME ADAPTER sheets 6 Florida Building Code Online Page 1 of 5 TT ' x W jiaida 0e.pgm;ntf BCIS Home Log In User Registration Hot Topics Submit Surcharge ?Stats&Fads Publications FBC Staff BCIS Site Map `Unks .Search 3 u s i n e s Professil Product Approval USER:Public User Regulation Proaud Aporoyal Menu>Product or Aoolication Search>Application Ust>Application Detail h31FL# FL15255 z Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Email 4621 192nd Street East Tacoma,WA 98446 (253)875-7300 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email 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 Lyndon F.Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan]. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15255 RO COI Certificate of Independence.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G155 2004 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15255 RO Eouiv Of Standards.odf http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRNoHT... 8/1/2013 Florida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/26/2012 Date Validated 04/13/2012 Date Pending FBC Approval 03/08/2012 Date Approved 04/18/2012 Summary of Products Go to Page el/24 0 FL# Model,Number or Name Description 255.1 a. Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door-Ou ng Conflguration (X) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.1.pdf Approved for use outside HVHZ:Yes Verifled By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent' Pa esign Pressure:N/A Evaluation Reports Ot INST 15255.1 for Design Pressure Ratin s FL a 15255.1. df any additional use m a o s, ns on ns ru ons Created by Independent Third Party:Yes and product particulars. 15255.2 b.Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door with I( "Impact"Sldelite or Sldelltes-Outswing Continuous Head and Sill Configurations(OX or XO; OXO) E Limits of Use Installation Instructions i Approved for use In HVHZ:Yes FL15255 RO II INST 15255.2.pdf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.2 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.2.1)df any additional use limitations,Installation instructions Created by Independent Third Party:Yes and product particulars. 15255.3 c. Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door with "Impact"Sidellte or Sldelites-Outswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.3.odf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.3 for Design Pressure Ratings, FLIS255 RO AE EVAL 15255.3.pdf j any additional use limitations,Installation Instructions Created by Independent Third Party:Yes and product particulars. 15255.4 d.Fiberglass Door 6'8 Double Opaque"Impact" Fiberglass Door with or without"Impact"Sidelites-Outswing Conflgurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.4.odf j Approved for use outside HVHZ:Yes Verifled By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.4 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.4.pdf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15255.5 e. Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door-Outswing 11 Configuration(X) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.5.pdf Approved for use outside HVHZ:Yes Verifled By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.5 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.5.pdf any additional use limitations,Installation Instructions Created by Independent Third Party:Yes and product particulars. http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRNoHT... 8/1/2013 Florida Building Code Online Page 3 of 5 15255.6 f. Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact" Sidelite or Sidelites-Outswing Continuous Head and Sill 1 Configurations COX or XO;OXO) i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.6 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.6.odf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15255.7 g. Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact" Sidelite or Sidelites-Outswing Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.7 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.7.Ddf any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. 15255.8 h. Fiberglass Door 6'8 Double Glazed"Impact"Fiberglass Door with or without"Impact"Sidelites-Outswing Conflguratlons I (XX;OXXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports II Other:See INST 15255.8 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.8.Odf any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. 15255.9 i. Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door- Outswing/Inswing Configuration (X) I Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports I Other:See INST 15255.9 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.9.Ddf any additional use limitations,Installation instructions Created by Independent Third Party:Yes and product particulars. 15255.10 J. Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with "Non-Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO; OXO) E Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.10.Ddf Approved for use outside HVHZ:Yes Verifled By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.10 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.10.odf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15255.11 k. Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with "Non-Impact"Sidelite or Sidelites-Outswing/Inswing Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.11.Odf Approved for use outside HVHZ:Yes Verifled By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.11 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.11.Odf any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. 15255.12 I. Fiberglass Door 6'8 Double Opaque"Non-Impact"Fiberglass Door with or without"Non-Impact"Sidelites-Outswing/Inswing Configurations(XX; OXXO) Limits of Use Installatlon Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.12.Odf Approved for use outside HVHZ:Yes Verifled By: Lyndon F. Schmidt, P.E.43409 E http://floridabuilding.oriz/pr/P _app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRNoHT... 8/1/2013 Florida Building Code Online Page 4 of 5 Impact Resistant: No Created by Independent Third Party:Yes I Design Pressure: N/A Evaluation Reports { Other:See INST 15255.12 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.12.odf any additional use limitations,Installation instructions Created by Independent Third Party:Yes and product particulars. (((I 15255.13 m. Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with "Non-Impact"Sldellte or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.13.odf i Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 I Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.13 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.13.Ddf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15255.14 n. Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with "Non-Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO; OXO) 3 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.14.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.14 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.14.odf any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. 15255.15 o. Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with j "Non-Impact"Sldellte or Sidelites-Outswing/Inswing Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.15 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.15.odf any additional use limitations,Installation instructions Created by Independent Third Party:Yes j and product particulars. i 15255.16 p.Fiberglass Door 6'8 Double Glazed"Non-Impact"Fiberglass Door with or without"Non-Impact"Sidelites-Outswing/Inswing Configurations(XX; OXXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.16.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.16 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.16.Ddf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15255.17 q. Fiberglass Door 870 Single Opaque"Non-Impact"Fiberglass Door- Outswing/Inswing Configuration X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.17.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.17 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.17.Ddf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15255.18 r. Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with "Non-Impact"Sldelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.18.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.18 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.18.Ddf any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QRNoHT... 8/1/2013 Florida Building Code Online Page 5 of 5 15255.19 s. Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with "Non-Impact"Sidelite or Sldelites-Outswing/Inswing Configurations(OX or XO;OXO) Limits of Use Installation Instructions j Approved for use in HVHZ:Yes FL15255 RO II INST 15255.19.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant., No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.19 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.19.Ddf any additional use limitations,Installation instructions Created by Independent Third Party: Yes and product particulars. 15255.20 t. Fiberglass Door 8'0 Double Opaque"Non-Impact" Fiberglass Door with or without"Non-Impact"Sldelites-Outswing/Inswing Configurations(XX; OXXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.20.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports I Other:See INST 15255.20 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.20.odf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. Go to Page Page 1/2 Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy 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,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,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis 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 which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ',r F10-1 Fig C1 i KlsGrur.tasa.rcaics a http://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRNoHT... 8/1/2013 pip s 4621 192nd S IZEETT FAST TACOMA,WA 98W 37-V MAX.OA FRAME WOTH � �go� o OPAQUE FIBERGLASS s �, "IMPACT'DOOR ash= OUTSWING GENERAL NOTES ' i. This product has been evaluated and is in compliance with the 2110 Ronda Buldmg o z Code(FBC)structural requirements including the°High Velocity Hurricane Zone" (HM(• > 0 spaced as shown on decals.Anchor 2. Product anchors shall be as fisted and C1 � embedment to base material shall be beyond wall dressbV or stucco. 0 3. When used in the 91VHZ"this product compiles with Section 1626 of the Rorido rn I a Builft Code and does not require on impact resistant covering. $ a a 4. When used 1n areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does rat require an impact resistant covering.This product meets missile level"O"and includes Wind Zone 4 as defined In ASTM El 996 and Section 1609.1.2.4 of the FBC. S. For 2x stud framing constriction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. � N 6. Site conditions that deviate from the details of this drawing require further engineering andysfs by a licensed engirt or registered architect. 7. This product meets water infdhaHon requIrements for"HVHZ". ri a iABIE Of COfVTENTS �' SHEEN DESCRIPTION11 ' g 1 Typical elevatiora, n generalno ��, - O 4 Mmo 2 Doorpane etas11 ? � _ v 3 Horizontal doss sections �� — - we—1/18/12 n 4 Vertical doss secfiors WOOD s.- +75.0 -75.0srsts N.T.S. , 5 Buck ond firma anchoring 6 Cornponen 37'Wx80.75" PVC DWI 8` JK m 7 Bpl of mokulais FIBERGLASS/COMP +60.0 -60.0 orrK LF3 eo FL-15255.1 = s ° sir 1 OF 7 R 1.59" FIBERGLASS EXTERIOR LOCK BLOCK PVC STILE CAP SKIN PVC TOP RAIL PVC STILE CAP 0.32° 248' 1.58' Lv STILE SEE DETAIL 2 INTERIOR LVL STILE LVL RAO. s 031 2 HORIZONTAL CROSS SECnON FOAM COZPOLYURErHANE g a S 35.7S'MAX. PANEL WIDTH 4 POLYURETHANE �{j FOAMED FIBERGLASS - t Yz YARN ® T U REINFORCEMENT EXTERIOR INTERIOR s� 2 ' POLYURETHANE FOAM CORE rd SEE HARDWARE ON CHART DErA1L T FIBERGLASS SKIN SEE is DETAIL l DOOR SKIN LVL RAIL DETAIL 1 � • u .j HARDIA �}IARtPVC BOTTOM RAIL �. o ...ry OPAQUE DOOR tiIANUFARI >,.,. KNOB.SIGNATURE SERIES 1.6° o+aE i 18 12 me DOOR SKIN:OA74°MIN THK FIBERGLASS KMKSIETDEADBOLT•SIGNATURE SERIES(98 0) SMEN.T.S. 9 CORE MATERAL'POLYURETHANE FOAM 1'7� oMv ar JK m' a+K at LIPS 3 g 2 VERMAL CROSS SECTION CROMM 1O•' 2 FL-15255.1 0 &#Ef 2 OF ] N d s 1-1/4°MRS. 1 2 EMB.PYP.( 1 2 3 95 d ® ® ° •�� 1A t 8 a 40 3 INTERIOR 12 O ° O 3 EXTERIOR 23 M A 3 HORIZONTAL CROSS SECTION 1-1/4°MIN 3 SW.11111X�b-buck MPrMIN. EMB.(TYP.) ` 4 ` EMB.pp.) �I a m C 0.15 C C}SSIpNK /C}SINK y.JI ° ° 1 2 31 2 3 ° ° INTERIOR INTERIOR z ° 12 40 12 EnEn ° o v z c 26 EXTERIOR EXTERIOR WE: 1118112 D B 2d 18 23 64 6 D S=F: N.T.S. 9 � E DM ar A m sE aix.of.. LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION MVAMM WA � 3 3 FL-15255.1 t° 0 Sim 3 OF E a . E a J - . d. 001 a �a� a B A C L 2^ $ yrs v 40 12 F 1 2 312 d Y H EXTERIOR INTERIOR 40 EXTERIOR INTERIOR 1 2 3 INTERIOR 2 VERTICAL CROSS SECTION 1 VERTICAL CROSS SEMOM 4 Shown w/1X suN a 4 z &I Q � 9 EXTERIOR INTERIOR EXTERIOR y En O � 12 � 12 _ �+ 27 p yaw. r Z d e 4 o n d a < jr n i e Z 0 g n`d n OA7E 1118112 VERTICAL CROSS SECTION CRA F• N.T.S. 3 VERTICAL CROSS SECTION 4 o sm DM BY: JK m 4 9 sm-Ngh dam CHK EM LPS 3 FI.-15255.1 " 0 sir 4 oF 7 lw a SEE H 6 ! DETAILL I � I a V U m at4 gm-Z a L BUCK °o a TYP.HEAD I F 1 X BUCK AND JAMBS n#a 5 TYP.HEAD oS $ 2X BUCK 2X BUCK AND JAMBS 22 1E �O It E L DOOR FRAME �u ^o 64 2X BUCK SEE O�PEONWG HINGE �� M 1XBUCK o DETAIL 2 �a2 TYP.SILL a P � o - 23 �) o "�� STRIKE PLATE DETAlL -a• BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB N masorov co p y CONCRETE ANCHOR NOTES: 1.Substitution of equal concrete anchors from a different supplier may have different edge dstance and center distance requhements. 2 Concrete anchor locations at the carvers may be adjusted to maintain the min.edge J 2X BUCK distance to mortar joints.If concrete anchor locations noted as'MAX ON CENTER"must be 2X BUCK adjusted to maintain the mh edge distance to mortar jo nts,addWonal concrete anchors H 1 X BUCK H 1 X BUCK may be required to ensure the MAX.ON CENTER"dhnersiars are not exceeded a Concrete anchor table: 26 26 AAi�#It1k AfltC,FN1jt A�CN: �illw� #iR.RNCB TA: MIN .............. TQ: �' 24 ~ • 24 z n s Glx ,512E LN18EblI#BNT ._ MA3G7+IA�'I AS:E AI>JRCENTAN�HAR .. one t 18 12 ............. ° sffw 114" 1-1/4' 2-11r 3' '$ 18 oaa N.JK m ELCO 1/4" 1-1/4' 1' 4' clot BY: LF 3 gI 1HINGE DETAIL i HINGE DETAIL 2 mwm i Q ff W 3116" 1.1/4" 2-S/6' 2.1/4' FL-15255.1 0 sir 5 a— 7 n — at T a 1 2 3 �8 1 Heap AND AM 14 wood �O 8 4.W fl 0 F 244°—4 o _Z p o e HEAD AND JAMBS e �� 2 w/Hberglas Wwrap a 4.56 saLHE� ratan Saes:LEFT SCALE MW E SCALE'NOW q - — Pn 456" 1.2? 4.W o I Z44* 244° HEaDANDlAM&C o PVC � O O IFF O O O ri S° ? Z458' 4.5r o IP OPtt4na� m ams:d?i�a �rV - oceZ ° tE: 1 18 12 = SIE: N.T.S. ° DiM BY' ti owe em ►FS 3 o walmc nlxesxotD 27 DFAV ue Na.: s FR-15255.1 a � sxttr 6 ea 7 r 1 N BILL OFMAMHALS neer# DE4<R1P N MATMAL a 8 A 1 X BUCK SG>=0.55 WOOD a wgg Z B 2X BUCK SG>=0.55 WOOD d C 1/4"MAX.SHIM SPACE D 1/4"X 2-3/4°PFH ELCO OR QW CONCRETE SCREW STEEL `D E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE ° $ 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 b 4 F I 1/4"X 3-3/4°PFH ITW CONCRETE SCREW STEELd H 114"X 3-1/4'PFH ITW CONCRETE SCREW STEEL. J #9 X 2-1/4"PFH WS STEEL. L #8 X 2-112°PFH WS STEEL M 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL. P 1/4 X 2-3/4°PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB JRNGER JOINT PINE-SG>=0.42! WOOD 2 JAMB PVC 3 JAMB FIBERGLASS/COMP 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL 12 WEATHER STRIP QEBD650 Q-LON 18 3.983"X 4.0 HINGE MIN 0.098 THICK STEEL o 19 SILLKEY PC/ASA z Y� 22 DEADBOLT STRIKE PLATE STEEL o 23 STRIKE PLATE STEEL. a 24 #9 X 5/8"PFH WS STEP. & 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM)COMP. 26 #9 X Mr PRH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS r 64 #8 X 2 PRH WOOD SCREW STEEL N cn s r o c � E � 0 5 Z Z U we 1/18/12 i �O Sr E N.T.S. 4 3 uxo BY. JK m' C WL Fr. LFS 3 DP.W=NW rc FL-15255.1 W srw 7 ov 7 � a t Miami Shores Village _ C2�" 1 Building Department JAN 15 % 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 $Y: INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20 BUILDING Permit No. LVS-7-2�0b PERMIT APPLICATION Master Permit No. Permit Type: BUILDING 4V FIN ' W JOB ADDRESS: 4R32 AIE-1 JA City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated:Yes NO_ Flood Zone: AIy OWNER:Name(Fee Simple Titleholder): r,2:;qa2Phone#:3®S —qO l Address: City: Z-YA State: lr� Tenant/Ussee Name: Phone#: Email- W-44A I7-2 A ?A"A C 'J t�C 6/-n CONTRACTOR:Company Name: f- r)c Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ , 6 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New )PRepair/Replace ❑Demoli ' n Description of Work: Color thru tile: fje� A '�L cite " q� 4 �xxxxCx—x�xxy��xxxxx��xxxxxx�xxxxx��x�xxx:Fees�xxxx�x�xxxxx�x�xx�xx�xx�xxxxxxxxx�xxx�xuxx� Submittal Fee$ (4 ) Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing i strument was acknowledged before me this The foregoing instrument was acknowledged before me this day of,.�,20&,byMCt10Q��r Ql►'0u 10'(t-f day of ,20_,by , who is personally known to me or who has produced L-6"2.6 Jrtvho is personally known to me or who has produced h ff 16 CIO As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: uiurnr,i�,�� Sign: `�/� '% Sign: Print: Print: M Commission Expires: =r"'`%mss �� ^° M Commission Expires: Y P :q) Y P >kxx>kxxxxxxxxxx�sxxxxxxa� x xxp�0xx�x��> xxxxx x� xx xxxxxxxxxxxxxxxxxxxxa�xxxxxxxxxxxx APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) JAN 5 2014 gip.. xc 14� of JAtt bhyy T .1 0 t'� qVy T� yl t; opy tE ?Jai i - y rf EEEa - - - "- - �/S< 5' I l ,{�S j-.G�. 5•H ;,..•� �: -U c(its•l,':> 1j•a�:,.•:{ (;j} ,�.� �-�`i .py �_C\ts ��'^Ft�,t-.;,�t 1/10I26114 Florida Building Code Online Town Graphic SI.A." MIS BCI' flollh: 1,02 111 1 >Cr cll� r Sile I hk, �Calv 1-tlCt> flat Product Approval USER:Public User I'lo(ILICI ADIII-OUI NICIM>I'l-oduct orApl)kcinoii Sc;ijch>Apj)Ii�afion I isi >Application Detail FL 4 FL10975-R4 Application Type Revision Code Version 2010 Application Status Approved Comnients; Arcluved Product Manufacturer Therma-Tru Corporation Address/Phone/Briail 118 Industrial Drive Ed2clion,OH 43517 (419)298-1740 riclm,(&,nNbIdgeonsultants.com Authori;6ed Signature Vivian Wright riekw(e�tnvbldmonsuftantsxom Technical Representative Address/Plione/Entail Quality Assurance Representative Address/Plione/Email Category Exterior Doors Subcategory SNvinging 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 Lyndon F.Schmidt.P-E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditati Quality Assurance Contract Expiration Date 12/31/2015 ✓:�7 and Management Institute Validated By Ryan J.Khg P.E. Validation Checklist-Hardcopy Received filej//C:/UsersWirtdowO/o2DMwWowrdoads/NOAO/o2OFL10975-1.htm 1/5 ' 111072t114 Florida BLdIdIngCode Ordirre Certificate ofd FLI 0975 R4—COI—Cerlificatef d Referenced Standard and Year(of Standard) Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201,202,203 1994 Equivalerne of Product Standards Certified By Florida Licensed Professional Exigincer or Archibect FL10975 R4�Eguiv ofStandards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/27/2012 Date Vaiidated 02!29/2012 Date Pending FBC Approval 03/08/2012 Date Approved 04/03/2012 Summary of Products FL# Model,Number or Name Description 10975.1 a.'FrberClassic","SrnoothStar", 618"Fact"Glazed Fiberglass Singh Door-(X) "ClassicCra$"or"ClassicCraft hwN*or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVEM-Yes FL10975-9.4-11—Inst 10975.1.12df Approved for use outside HVIIZ:Yes ® Verified By.Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party.Yes Design Pressure:N/A Evaluation Reports Other.See INST 10975.1 for Design Pressure Ratings ELI 0975 R4_AE Eval 10975,l.pdf by specific Model and for any other additional use Created by Independent Thad Party:Yes limitations and installation instructions.(Note-ASTM E1300-98 utiliwd for areas kWe the HVHZ) 10975.2 b. rberClassic","SmoothStar", 68`Impact"Glazed Fiberglass Single Door with Sidel6e "ClassicCraft"or'Cl Craft -(OX or XO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R4 I1 Inst 10975.2.ndf Approved for use outside HVAZ,Yes Verified By.Lyndon F.Sclm id4 P.E.43409 filed//CJUswsiWndW/o20AllarUDamloaMOA°/oMFL1M7fr1.Wn 26 R WR W Building Consultants, ine. Consulting and Engineering Services for dte Building Industn- C P.O.Box 230 Valrico.Fl.3359i Plum 3t3.659.919-, Florida Board of Professional Engineers Certificme of Authorization No.931= ll �< Product Sub Category ilAanufacturer Product Nm Category Thermo Tru Corporation Smooth Star,Fiber Classic,Classic Craft&Classic Craft Rustic Exterior ExteriSbyior Do 118 Industrial Dr. Fiberglass Glazed Door Boors Assemblies Door Edgerton,OH 43517 g 9 Assemblies Inswing!Outs°�In Phone 419.298.1740 "impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Therma Tru Corporation based on Rule Chapter No.9h1-3,Method 1 d of the State of Florida Product Approval, Depariment of Community Affairs-Florida Building Commission. RW Building Consultants and Lyndon F.Schmidt,P.E.do 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,. LimifatPotfs: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of ft Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBG and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-10975.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item#31 meet water infiltration requirements for"HVHZ". 8. inswing configurations and outswing configurations using item#18,#14,#15,#16,#34 and item#37 do not meet the water infiltration requirements for the"HVHZ"and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-10975.1 for size and design pressure limitations. Supporting Documents: 1. Test FdeRcrt Plc+. Test Standard I estinr Laboratory Signed.k�v TEL 01460336 A,B,C ASTM D635-03,ASTM Di929-96, Testing Evaluafion labs Lyndon F.Schmidt,P.E. ASTM D28 .3-99 TEL 01460339 A,B,C j.STM D635-03,.AS T x(i D1929-96, Testing Evaluation Labs Lyndon F.Schmidt,P.E. ASTM D2843-99 TEL 01450030 TRS 201-94,202-95 ar TAS 203-94 Testing Evaluation Lab.,Inc. Wendell W.Haney,P.E. S—ITS00001 ASTM G26-95 Sub-Tropical Testing Lon Hicks,VP Operations 1 542 7-1 07362 ASTM E84-00a Omega Point Laboratories William E.Fitch,P.E. ATI 67508.01-105-18 ASTIR D1929-96(2000)el Architectural Testing,Inc. Joseph A.Reed,P.E. 2. Miami-Dade HOA Materials 08-0206.01 Saflay Interlayer by Solutia 3. Drawing No. Pronated by Signed&Sealed by No.FL-10975.1 R`JV Building Consultants.Inc.(CA 99813) Lyndon F.Schmidt,P.E. 4. Calculations Pre_ an red by Sic ned&Sealed by Anchoring RW Building Consultants,Inc.(CA:.419813) Lyndon F.Schmidt,P.E. ASTM El 300 vlass Load Lyndon F.Scllmicit,P.E. 5. Quallty Assurance ° Certificate of Participation Issued by National creditation and Management institute;certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with I•Sr-?/IEC 17020 and f; Guide 53. Lyndon F.Schmidt,i'.E. FL PE No.43409 212 812 01 2 PF 1390 Sheet i of 1 i k W R W Building Consultants, Ing:. Consulting and Engineering Services for the building Indusir, P.O.Bos 230 yaldco.Pl.33595 Phone 313.659.9197 Florida Board ol'Professional Engincm Certificate ol'Authori7alion No.9813 February,28.2013 To Whom It May Concern: FL-10975 R4 Equivalency of Standards ASTIM 1)635-03 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-03. It has been determined by Lyndon F.Schmidt.P.G.and RW Building Consultants.Inc.that ASTM D 635-03 is equivalent to ASTM D 635-06.which is the rcF_rence stantlard and year that has been adopted h_•;the 2010 Florida Building Calc. ASTM E:{4-00 Equivalent to ASTM E 14-07 The products referenced in this Praluct Approval have been tested in accordance wish ASTM E84-00. It Ito: lxcu determined b,Lyndon F.Schmidt.P.L.anti P.W Building Consultant-..Inc.that ASTI:-I 1:N-0o is equivalent to ASTM E 84-07,which is the retcrence standard and year that has been adopted by Ilia 2010 Florida L'uillin,Code. ASTM G 26-95 EfIttivalent to ASTM G 155-05a Me products n:herenecd in this Product Approval havo I>,_-en teaed in accordancc c i1h;'',`'.'fM G 26-911. It has 1,p.n tl^lennincd by Lyndon F.Schmidt.P.L.and I'V-1 Guilding C onsuhams.Inc that/-STIvi G 6-QS is e-quivaknv to I,STM r I SS-05a.%"Ilich i.,the refRaenc, landard and year that h a:been:ulopb_'d b.;the_4ItJ 1-'lorida L;uildin�,Code. t.:ndnn l.:iciuttilt.P.(. t'L t lc,.4340H Ci.i1a.91:5 t I i i I s W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P_O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authori2ation No.9913 Certificate of Independence RW Building Consultants and Lyndon F.Schmidt,P.E.do 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 in the accompanying Florida Product Approval. Lyndon F.Schmid4 P.E. FL No.43409 February 1,2012 RAAdmin Docs\Certificate of independence.doc Sheet 1 of I THERMAUIRU Y 11 O FIA TPU U ®O '® Gl W 1 1 a INDUSTRIAL DR., EDGERTON, Ohl 43517 3775'MAX FRAME WIDTH 16, "'SMOOTH ' T STAR",.. FI"FIBER i 9Cg 0 PANEL'WIDTH "ClASS9C CRAFr "CLASSIC o CL5190 CRAFT RUSTY ®o HSERGLASS GLAZED DOOR #NS #NG/OUTS '#NG / IMPACT'PAv GENERAL NOTES S © 03 1. This product has been evaluated and is in compliance vrith the 2010 Florida Building Code(FBC) ,_ 03 structural requirements Including the"High Velocity Hurricane Zone°(HVHZ). = g' 2 Product anchors shag be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wag dressing or stucco, p 3. When used In the°IiVHZ"this product compiles wish section 1626 of the Florida Building Code and does not require on knpact resistant covering. �+ 4. When used in areas outside of the°HVHr requft wind borne debris protection fids product complies with Section 1609.1.2 of the 2010 FBC and does not requke an impact resistant covering.This product g meets missile level V and includes Wind Zone 4 as defined in ASTM El 996. S g, For 2x stud framing construction,anchoring of these units shag be the some as that shown for 2x buck / N masonry construction. 6. Site conditions that deviate from the details of this drawing requke further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item#31 meet water infplrailon requirements for°HVHZ". 8. InsWng configurations and outswing configurations using item 016,#14,#15,#I6,#34 and item#37 do not meet the water infiltration requirements for the"HVHP'and shag be installed only in non-habitable a areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sip is less than 45 degrees:' 0 '1 TABLE OF CONTENTS a SHEET 1; DESCtdlMON SHEEf9 DESCafPTJOM OVERALL DESIGN PRESSURE(PSP)' 1 Typical elevations,design pressures&general notes 7 Vertical cross sections SVVING FRAME - ' tz 2 Door panel details&glazing details(Smooth Star) 8 Buck and frame anchoring 2X buck masonry construction DIMENSION-. P051Tit/E NEGIST7 Vg $ Door panel details(Fiber Classic) 9 Frame anchoring 1 X buck masonry construction a 4 Door panel details(Classic Craft) 10 Components INSWING 37.75'x 82.00" �� ,® �55.® 5 Door panel details(C!assic Craft Rustic) 11 Bill of materials 6 Horizontal cross sections OUTSWING 37.75"x 80.62" +55.0 -55.0 24.58"MAX. 3! 4 3 2 D.L.O. 47 INTERIOR 2 - 2 � 4! 44 35 46 49 EXTERIOR G1 1 46 48 o - 39 v 0 2 2 HORIZONTAL CROSS SECTION i L/I I N DETAIL A-A b r yi,rj rf4 i nit 4DMDOOR PANEL Star G1 K ,� GEsntE Tor L 8o1TOM Iu �� L SnLE EXTERIOR INTERIOR •1 I: d 1/2" 1 GLASS BITE CELLULAR i"THK GLAZING GLASS TAPE 1/8"TEMPERED EXTERIOR GLASS AAR SPACE 49 5/3T ANNEALED GLASS 7 DA.MAX• D.WBY A PVB INTERLAYERSAFLEX 39 INTERIOR �6 .02&0 00 DOW995 2 IIMA NEALED GLASS OR s '... Q 0 SIKA552 SWIGGLEGIAZING 33 � 38 ARffiaL14 SPACER DETAIL A-A 8LAZIAtG DETAIL Panel reinforcement r2VERTICAL CROSS SECTION 2 a 24.58"MAX. D.LO. 39 3 4 Z 39 �v"Mk: 63 3 57 INTERIOR r� 46 35 EXTERIOR s ' 35 O ' 35 G1 1 8 0 3 3 HORIZOWAL CROSS SECTION 3 �4.10" a � I M DETAIL A A _ &—W-IANEL �sic R I EXTERIOR INTERIOR N G9 S o a 1.54" V t 4 i l 4 � l � S2 P RAIL 55 BCD trill 2"DIA.MAX. 0000 000 §� ------------ O Q 2 39MoPEM Ponel refilorcement 2 VERTICAL CROSS SECTION 3 24.58"MAX. 3 4 2 o L.o. 39 INTERIOR F$4 uh.rpgr, b2 4 64 4B 39 � 67 � EXTERIOR 0 6� � 39 46 � 1 • 0 4 9 HORIZONTAL CROSS SECRON i 4 3 4 c l Ar-�{ 1.49*-� LDETAIL A AjoI- rj ri. 60 K EXTERIOR INTERIOR a P'I 62 P 66 B - G9 >l; d R1 1.44° �4.10"� 39 o � � 61 aT DIA.MAX. GE LE 67 L 0000000 O O 39241 E" OJOIEN DUAIL A-A Panel reinforcement __2 VE_R_flCAL CROSS SECTION 4 g 26.58 MAX. 39 a 4 INTERIOR 39 t°= �r�t ri � 39 d EXTERIOR 0 46 71 1 Z v 1 35 1 G1 35 1 HORIZONTAL CROSS SECTION i 5 3 ( AAAI DETAIL A-A J q/� QO E K 1 V Ctass1c sett nuk 1YP.) f EXTERIOR INTERIOR YI �( (rY F � (}t •Y - fil s; S1r:�(jy3 1, ✓ r;"Y'. 4 s 'ls< 39 .;_:w. T DIA.MAX. %t, 4.16' 1 7 O O • ?Nl�j t 39 AREA AXr�r7 Yr, AREA MAX.. MAIL A-d72 TOP RAIL @TINGE AN HOCK SOLE 'p;,t 75 Panel reinforcement �1VERTICAL CROSS SECTION 5 a 1 7 7 INTERIOR - D 50 60 L 9 10 / 40 70 1® F1 o� 21 3 7 4 17 6 EXTERIOR 8 W O 2! -7. E D 20 C o ~ � N K 3 4 Y 5 E 1-1/ 7 7 7 4 MIN. L EMB.(IYP.) o a Wyi °o o C SO 60 3 HORIIOI�IPA@ CROSS SECTION 1® ° 27 \,.!,)Shown wlIX sub-buck ° 40 70 INTERIOR WINTERIOR L 10 9 a W 0 30 a o.. c EXTERIOR EXTERIOR 7 bd a a W 50 6020 L ° � ZZE ® CSINK CSINK—� 6 (nP-) INP') B O � 1-1/4'MIN. E EMB.(TYP.) 1 HORIYOIr AL CROSS SECTION 2 HOWOINTAL CROSS SECTIORI 6 Ins con gurotionshown 1-1/4 MIN. g also approved 6 Insw n9 conflgurot�n shown Outsvnnc�olso approved EMB.(IYP-) 3 a 1"MIN.FROM 1"MIN.FROM —MASONRY EDGE MASONRY EDGE (T1'P,) (1YP-) _ 2-1/2"MIN.FROM 2-1/2"MN.FROM v ° v °Tv MASONRY EDGE MASONRY EDGE --- E V PP.) (TYP.) 0 D °v r e ° Q ° E ° .v a ..d' ° .e d B a. ° °v 50 60 40 70 50 60 7 L u 40 70 a 19 a 14 15 8 EXTERIOR INTERIOR EXTERIOR INTERIOR 15 34 INTERIOR EXTERIOR 50 60 1 VERTICAL CROSS SECTION 40 70 16 372 VERTICAL CROSS SECTION a Inswing also app o 2dn shown a Shown w/iX sub buck E INTERIOR EXTERIOR > F eA 6m p ��7pAW� 60 RYp .O ' EXTERIOR INTERIOR R0 32 1 2-1/7'MIN.FROM 2-1/2"MN.FROM 33 —- MASONRY EDGE MASONRY EDGE — _ 50 60 31 (TYP.) pp.)36 3S z E4 VERn Ac L CROSS So:C17ON 4o ao a Outswing conffguratton er E C .` +• ,ri w to ';<�; +t 7e° y.; See ner�1 notes.Sheet 1 ge fOr"HVI-¢"Waferintiitratl0n reQutement$ p p". 2-1/7 MIN.FROM 2-1 IT MIN,FROM MASONRY EDGE MASONRY EDGE 2-1/2"MIN.FROM 2-1/2"MIN.FROM - ---tea• (TYP) Pp.) -- MASONRY EDGE MASONRY EDGE (TYP-) (TYP-) 3 1/ERTICAL CROSS SECTION �_ VERTICAL CROSS SECT90P1 a Inswing configuraBon a see g ngeranno es�sshe�f 1 see ggeneral notes,sheaf 1 fOr°HVHT'Waterinttitrotton for91VHI"woterinfOtratton requirements requirements a at oma d Qp d•. TYP.HEAD A' D &JAMBS " SEE NOTE iL TYP.HEAD d &JAMBS23 p MASONRY7 MASONRY 7o OPENING OPENING K a U _ cd O e ° ° FRAME ® K o Fq NH � a 2X BUCK 2X BUCK Pn U LATCH 8 DEABtOLT BETAtL e F SEE NOTE 2 M p SEE NOTE 2 10 TYP.SILL L 10 a L d e 1 10 RUCK ANCHORING HINGE JAMB FRAME ANCHORING ST1t1KE JAMB Masonry 2X buck construction HINGE DUALL NOTES: Inswing 1. 1/4"Elco Concrete screws anchoring 2x buck require a minimum 1"clearance to masonry edges,a 1-1/4"minimum embedment and a 9 10 minimum 4"clearance to adjacent concrete screws.Substitution of equal concrete screws from a different supplier may have different L edge distance and center distance requirements.Concrete screw locations at the comers may be adjusted to maintain the minimum J�J edge distance to mortarjoints.if Concrete screw locations noted as MAX.ON CENTER"must be adjusted to maintain the minimum edge distance to mortarJoints,additional Concrete screws may be required to ensure the maximum on center dimension Is not exceeded. 1® 10 2. 1/4"HW concrete screws anchoring frame and/or sill require a minimum 2-1/2"clearance to masonry edges,a 1-1/4"m)nimum L embedment and a minimum 3"clearance to adjacent concrete screws. Subsittution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar Joints.U Concrete screw locations noted as MAX.ON CENTER"must be adjusted to maintain the minimum edge distance to mortarjoints,additional Concrete screws may be required to ensure the maximum on center HINGE DETAIL dimension Is not exceeded. Ouiswing 5 it id 0111. � - CL Pg6" ° •' I e OPENING TYP.HEAD& e o 28 JAMBS 93 SEE NOTE 1 SEE _ NOTE 2 FRAME � o � ~ 1X BUCK LATCH 8 DE08WDETAIL F SEE NOTE 1 M p SEE NOTE 1 SEE NOTE 1H TYP.SILL 10 ° ma' 10 10 10 ° m II"PTI b„ SEE NOTE 1 y HINGE JAMB FRAME ANCHORING STRIKEJAMS Masorry iX buck construction HINGE DETAIL 0 9 Inswing ti NOTES: 10 1. 1/4"IrW concrete screws anchoring frame and/or sIll require a minimum 2-1/2"clearance to masonry edges,a 1-1/4"minimum 10 embedment and a minimum 3"clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier y 90 may have different edge distance and center distance requirements. Concrete screw locaffons at the comers may be adjusted to ° maintain the minimum edge distance to mortar joints.If Concrete screw locations noted as TX.MON CENTER"must be adjusted to SEE NOT 10 matntain the minimum edge distance to mortar joints,additional Concrete screws may be required to ensure the maximum on center 8 dimension Is not exceeded. 2. 3116°ITW concrete screws anchoring frame and/or sill require o mWmum 2-518"clearance to masonryedges,o 1-114"minimum embedmentand a minimum 2-114"clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. HMO DETAIL Outswing g ®ILI.Of MATERIALS BBL!OF MATERIALS REM DESCRIPAOM MATERIAL REM DESCMPTIOAI MATE" A 1 X BUCK SG>=0.55 WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT FIBER CLASSIC 19BE9RGLASS B 2X BUCK SG>_ 51 FIBER CLASSIC DOOR SKIN.065'MINIMUM THK.FIBERGLASS FIBERGLASS C MAX.1/4"SHIM SPACE - 52 TOP RAIL COMP D 1 K X 2.3/4"PFH ELCO CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 55 BOTTOM RAIL COMP. 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 57 LOCK STILE LVL/WOOD F 1/4X 1-3/4 PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL WHEEL REINFORCEMENT CLASSIC CRAFT) FIBERGLASS G 3/16°X 3-1/4"PFH INV CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN.090"MINIMUM THK.FIBERGLASS FIBERGLASS H 1/4x 3-1/4 PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. 1 11f X 2-1/4 PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD J I/4 X 3-3/4 PFH ITW CONCRETE SCREW STEEL 65 BOTTOM RAIL COMP. K #8 X 2-1/2"PFH WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD L #10XVIT FM WOOD SCREW STEEL 70 RBERGLASS DOOR PANEL W/STEEL REINFORCEPAl3`IT CLASSIC CRAFT RUSTIC FIBERGLASS I EXTERIOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN.090"MINIMUM THK.FIBERGLASS FIBERGLASS 2 INTERIOR LITE FRAME ALUM. 72 TOP RAIL COMP. 3 LITE FRAME TRIM PVC 75 BOTTOM RAIL COMP. 4 #10 X 1-1/2"PFH SM SCREW STEEL 77 HINGE AND LOCK STILE WOOD 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4X4"HINGE.09T THTC STEEL 10 1#10 X 3/4"PFH WOOD SCREW HINGE TO FRAM STEEL 14 1 THRESHOLD OUTSWING-SELF ADJUST ALUM./COMP. 4 15 THRESHOLD OUTSWING-5-3/4 COMPOSITE SILL,FULL SUBSTRATE ALUM./COMP. 16 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL STANDARD SUBSTRATE ALUM./COMP. 17 PASSAGE LOCK-KWIKSET MODEL 200T-GRADE 2 STEEL 18 THRESHOLD OUTSWING 5-3/4"THERMAL BREAK SILL ALUM./WOOD 19 HEADER JAMB SG>=0.42 WOOD g 20 SIDE JAMB SG>=0.42 WOOD 2 -SERIES 800-GRADE I STEEL 7 WCH STIRIKELATE STEH OLT PLATE 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD 32 DOOR BOTTOM SWEEP PVC 33 INSWING ADJUSTABLE THRESHOLD-STANDARD SUBSTRATE ALUM./COMP. 34 OUISWING THRESHOLD-5-3/4 HARDWOOD SILL,STANDARD SUBSTRATE AWM./WOOD p 35 7/16"X 1/2"STAPLE STEEL 36 INSWING THRESHOLD-FOXED STANDARD SUBSTRATE ALUM./COMP. 37 OUTSWING THRESHOLD ALUMJCOMP. 38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALUM./COMP. 39 PANEL REINFORCEMENT 0.023"THK. STEEL 'IO G QQR PANEL W/STEEL R114FORCEM- S OO AR RBERGLASS 44 HINGE STILE VVOOD 45 BOTTOM RAIL COMP. 46 INSULATING FOAM CORE POLYURETHANE 47 LOCK STILE LVL/WOOD 48 TOP RAIL COMP. 49 1 SMOOTHSTAR DOOR SKIN.070"MINIMUM THK.FIBERGLASS FIBERGLASS d THERMAITRU® ' : w THERMA TRU DOORS d�IN--4 I I 1 1 8 INDUSTRIAL DR., EDB6RTON. OW 4'3517 37J5•MAX. RAWZWVM "SMOOTH STAR"; "FIBER CLASSIC'; Pmt "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" � FIBERGLASS GLAZED DOOR INSWING/OUTSWING WPACrJim oetERAL NOTA � 1. mt product has been wakK ted end is In comp8ancewith the 2010 Ronda Budding code(FBc( Jig druct rd requherneM3 the•High Velocity Wk—Zana•(HY% tho � � 2 Product anchor std be as ted and spaced as shown an details.Anchor embedment to base d D material slid be beyond waft dressing or stucco. 0 3. When used In the"F1YFQ'this product eampdes vAih section 1626 of the Raido Budding Code and does a riot requ ke on I npact resktartcoveririo (! 4. When used In cram outside of the 51VHT requiting wind borne debris protection this product complas # with Section 1609.12 of the 2010 FBC orad does root require an impact reptant coverirsg.This product meets m*Ae leM V and incudes Wind Zone 4 as dented in ASTM El 996 d / 6 5. For 2xstud ftorrft con0ruction,anchofln®ot Hasse units sflad be the some as that shown for Dc bate masonry construction. gg 6. Nle cartMons that deviate from this details of this&owing requlre further engineering analysis by a v o doensedengineerorregistered ard toot 7. Outs%ft cmdigmftm using metal ousswing Hem 031 meet water h Mxftn reguiremems forldVHHr. & taming eonfigur dm and oubwhng cmilguratiaa u&g Beres 01&014,015.016,034 and Hem 037 do not meet the water lnldtrallon Wkements for the°H r and shat be histaded 0*In norAi dtoble 3 areas or of hobHdde locations protected by an overhang or canopy such that the angle behveen the edge of canopy or overhang to sig is less than 45 degrees.' n p5' MO SHWO DESCRIWION rABLE of CO SIfEET a DOCAMN r7vrari tt d >#1 FRESSUIi �p > a—$ g SY/k+Ki ffE 8 25 08 I T elevat�n,design S notes 7 Vertical cross sections Dint{q5/t M p, 0 ill fsA71yK soar: KT.S. 2 Door panel dotai6 a OmMg details(Smooths 8 Buck and frarm z(buck masonry construction was aw JK m 3 Door detach Fiberciauk( 9 Frame 1Xbsckmaso conslnsctbrt INSMG 37.76"x8200' +55.0 -55.0 4 (Ckm9c Droll 10 Compossents - LFS s 5 Doo el details Classic Craft Rustic 11 Big of materials WNW N0-' m 6 morkolmCron section; OVTSWING 37.75"x80.6Y +55.0 -55.0 FL-10975.1 c 24.SrMAx 39 4 3 2 DLO. 4748 INTERIOR 2 / 44 d 4635 315 a " d 49 En?joR G1 1 46 49 d 39 0 2 rl-'\HOMOKAL ROSS SECPION s 4.10 Mir L DETAILA-A T— tsd° ► CL{ s'r { a o Y 4o w L_ KK �,�iQAI �g �pq�q G1 f IMP.) J .J'— n EXTERIOR INTERIOR �e 1 GLASS BfrE 8 CEWLAR 1� • I GLAZING GLASS o TAPE 1/B'TEMPER® g, At ,, , GLASS EXTERIOR AIRSPACE 49 OMI ANNEALED GLASS r DIA MAX 0.090'PVB INTERLAYER 39 INTERIOR SARD(BYSOLIlIIA J 'E 0000 000 f DOW 995 Z L/TANNEALED Nn QR GLASS ^°z SIKA552 SWIGGLEGLAZWG 3S u 6125108 n V 26.86$OPEN SPACER N.T.S. �+ aro.er: JK m MAIL A•A GT NG *x By. LFS Panel reinforcement 2 VERTICAL CROSS SECTION DRUUM No, 2 FL-10975.1 c of "WiFH' OF�1 ,I 7 7 INTERIOR m 60 T(� 40 0 17 21 7 EEROR B E XC 20 _ �> �t�s $ A 0 8 L ' R 7 7 7 t•t/sNaN. EA18.R1T•1 a ° ° C 50 60 r HORIZONTAL CROSS SECTION q 10 27 40 70 6 w/tx=-WCK } W ° INTERIOR INTERIOR L 10 P z ° ° o 8 EXTERIOR EXTERIOR L 50 60 L >- �— 40 70p— a� 20 0 CSiMC CSINK — doe 6/24/08 z MP.) T�•I C 1 cr�e N.T.S. 9 B B a m.er: JK m 1•t1a°new. E cm ft � •(m'd 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION �a 'ng cannguratan shown 6 tnswtng configu at on shown t-t/4"MUJ. oz au a va, Oamvutga�approved Outsvm g also approved EMB.lTYP•I FL-10975.1 °n 5 sxsEr�i or 11 d 1°MIN.FROM 1"MIN.FROM v r- MASONRY EDGE MASONRY EDGE—v► ,��7< RYF I ) 2-1/T MN.FROM 2-1 ff MIN.FROM n a —MASONRY EDGE MASONRY EDGE--.-► S (1YP) v V 4 D a e e ° ° m °a a° so 60 40 70 80 60 L T 40 70 1' 7 0 7 8 14 18 8 EXTERIOR INTERIOR EXTERIOR INTERIOR 15 34 INTERIOR EXTERIOR ' 80 60 r 11 YE Ega CROSS SECTI 16 37 yE�CAL CROS.R SECT}ON 7 1roumm alwo pgP�rrn'�shown 7 S own w/l X sub bue c I o ° e a INFERIOR EXTERIOR ° ° 8 EXTERIOR INTERIOR 32 I 2-1l2 MN.FROM 2.1/2'MIN.FROM 33 +—�— MASONRY EDGE —MAONRY EDGE—+ 60 31 36 38 mp.) �') ° E 4 VERTICAL CROS�i S ION E 40 70 R 7 gg N no es sheelon t I e Q mqub HPwatertnfOkaNan ° ° requfrernenfs � 2-1 Ir MIN.FROM �2LTZMIN.FROM2.112'M1N.FROM 2-i/T M(N.FROM N'zMASONRY EDGE ONRY EDGE �,) m,F) —MASONRY EDGE MASONRY EDGE—+Y wn 6125108 � (TYP-) (TYF•) sa,., N.T.S. 3 dE CAL CROSS SECTION VERTICAL CROSS SECTION �,s, JK m 7 InswMg conRgurallon 7 CO °h1 t as en LFS see neral nates,sheet t see general na�, m tor"HVHT waterNfdKafion o AWW NO., Prequiuemenhterin811m, regOements FL-10975.1 c d , 7 .'_LL 24£K ® ■ 4 a • - ( 00 ' / ■ ■ INTERIOR 39 fid% d ' 77 DaM / |® ■ || S 2i§ \,■� . _] , . © 36 © § w �g'�m/§kc� SSM A»» ` 1.4r \ �9 «» INTERIOR� ■� q. §f ƒ \ ' § �B. e 2 39 !�� a«� k§ � � k # _! , B O O d{ I # W_� 0 Im _ ��t_a!_ � . � er maw � � _ N.T.s : .�mW_t > . __ a ! LFS VERTICALCROSS22a �NO-- § ! FL-10975.1 § $ I. , , I I o 24.5rMAx DLO. 39 IN1 TERIOR t:"a;s %�i`; § 39 67 EXTERIOR n c 61 39 46 35 1 0 1 G1 1 Y 0 4 Houma GROSS swnoN 3 1.49' DETAIL A-A I y I can K ��p�,,� EXTERIOR INTERIOR G1 �IA4°1 �4.to^� 4 TO T 1: r DIA.MAX. 61 0000 000 35 FITH-21 0 0easoa ) o X. N.T.s. � enn.ar: JK m WAIl A.A cee sn vs Pmel rWo=ment VERUM CROSS SECTION DRAM Wa FL-10975.1 °o sxeer 4 ori N g " � r--�— tora �a TYP.HEAD P* B 8 JAMBS SEE NOTE I8 � & NERD e JAMBSMASONRY � s OPENMG � MASONRY OPENING K FRAME K Nib 2X BUCK � �� 2X BUCK rn I49CH 8 DeADB01TDElAtL — P SEE NOTE 2 � SEE NOTE2 ,� r n?.SU _ I_ to 10 ` o� p BHCKANCHONNG HINGEJAMS PJPAMEAHCHORING S=JAW Masonry 2X buck cor stA=Hon NNW UTAA NOTES: 9 hs hg 1. 1/4"Bco Concrete screws anchoring 2c buck require a minimum 1"deorance to masonryedges,a 1-1/4"mintmum embedment and a - : mtntrnum 4"clearance to adjacent concrete screws.SubsiltuHon of equal concrete screws from o different supplier mayhove different =C edge c&tonce and center dstance requtremenfs.Concrete screw locations at the comers may be adjusted to maintain the mk tmum a a edge distance to mortarJatnls.If Concrete screw locations noted as MAX ON CENTER"must be adjusted to maintaln the minimum ! � a edge distance to mortar joints,addRioncd Concrete screws may be required to enwre the moximum on center d1menr4on is not z exceeded10 10 N' $ an:: 6125106 i 2 1/4"ITW concrete screws anchoring frame and/crstilrequtre a minimum 2-1/2"clecrance to masonry edges,a 1-1/4"mlydmum swe N.T.S. embedment and a minimum 3"clearance to adjacent concrete screws.Subohftn of equd concrete screws from a different suppUr oro en JK m' may have different edge distance and center distance requirements.Concrete screw locations at the comers may be adjusted to mWntc[h the mtntmum edge distance to mortar Joints.H Concrete screw tocallors noted as MAX.ON C84W must be adjusted to eft K LFS 3 maintain the minimum edge distance to mortar)oinfs,additional Concrete screws may be required to ensure the maximum on center ° "0s x g dmenston Is not exceeded. 0 F.-10975.7 a o MAX. 39 3 4 2 39 'vZ$°LST 62 U` 67 WTERIOR 3 qb 3554 q d= �► r� > ODUTAILA-A 39EXTERIOR Gt T 2 iORIZOmm CROSS SECTI N 3 L I �K P) EXTERIOR INTERIOR G1 IN z row.MAX. `-' o000 000i O O 35 N z U urf 6125108 °3 39 55 =mm N.T.S. 9 DEMLA-A oaro er JK m' oac en LFS 3 vw�emvo noa P rekiorcemen 3 ACROSS EC7? p(-10975.1 c a bpi 44 _ J _ MASONRY TYP.HEAD 8, OPENING JAMW SEE NOTE I FRAME IXBUCK F SEE NOTE I SEE NOTE I TYP.SILL HMEJAMB FRAMEANCHM6 ST Masonry IX buck construction j NOTA 1. 1/4"fiW concrete screws anchoring frame and/orsul require a mtNmum 2-1/2"clearance to masonry edge8,o 1-1/4"minimum embedment and a minknum 3"clearance to adjacent concrete screws.SulsHfufkn of equal concrete sc}e,s from a dtRerent suppoer may have dfferent edge distance and cenierdtstance requirements.Concrete screw locations at the cof rers maybe adjusted to maintain the minimum edge distance to mortar jatnts.It Concrete screw locations noted as MAX.ON CENT 1 r must be adjusted to SE mobtaln the minimum edge distance to mortar joints,additional Concrete screws may be required to re the maximum on center dlmenslon is not exceeded. 2. 3/16°ITW concrete screws anchoring frame and/orsiB require a mWmum 2-5/8"clearance to masonry edon a 1-1/4"minimum embedment and a minimum 2-1/4"clearance to adjacent concrete screws unless otherwise noted by concrete screw mortrfacturer. r� 5 8 W sas° °—-� sAr aa 168° y sJ n 0 �OUISIMNLi ftIBF8Hd10 �M�/1N 9HR�IfOID `,/wun tt�tmw oreacaw Ad awNh i Fu8EUb8hafa StmMmdNbahote 6.56' u� 236"� 23T'� 1.68°� 5.83" �-Q� : Y 583° 4.s6' 5.0 *23e—, 37 !ie��ilIRFSflOdD 36 Slcrtdad aiWsiffie wbstrafe � 5.75' i 1s -1r----6.56• oae, 6 2s 08 Is 236° N.T.S. ° _ 5 am.er: JK MO� P—HCLD 19(i)J St7E au.an SFS awwwo uo., FL-10975.1 c QF MATERIALS UL OF 14AVAW OEM DESCRIPTION MATERIAL TIENT DESCRIPTION MATERIAL A 1X BUCK SG»OAS WOOD 50 fiBERGLASS DOOR PANEL W/8TEE1.REINFORCEM FIBER CLASSIC R I i >a 8WOOD 51 FIBER CLASSIC DOOR SKIN.065°MPAMUM THK.RBI52GL4S5 FIBERGLASS (n C MAX.1/f SHIM SPACE 52 TOP RAIL COMP. D IN X 27W PFH ELCO CONCRETE SCREW STEEL 54 HINGE STILE WWWQQD N d E MASONRY-3,192 P9 MN.CONCRETE CONFORMNG TO AGCONCRETE 55 BOTTOM RAIL COMP. H 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 57 LOCK STILE LVL/WOOD F 1/4"X 1-3/4°PRH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CRAn FIBERGLASS G 3 16"X 31 B PRI I1W CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN.040°MINIMUM THK.FIBERGLASS FIBERGLASS g LL H 1,W x 3.1 If PRI ITW CONCRETE SCREW STEEL_ 62 TOP RAIL COMP. o 1 1/4"X 2-1/4°PFH ITW CONCRETE SCREW STEL 64 HINGE STILE WOOD J 1/4°X"4'PRH(IW CONCRETE SCREW STEEL 65 BOTTOM RAIL COMP. K 48 X 2-1/7 PRI WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD L #10 X 2-1/2'PFH WOOD SCREW sm 70 FIBERGLASS DOOR PANEL W/5TEEL RBNFORCEMENT CLASSIC CRAFT RUSTIC FIBERGLASS 1 EXTERIOR LITE FRAME ALUM, 71 CLASSIC CRAFT RUSTIC DOOR SKIN.090"MMMUM THK.FIBERGLASS BERG 2 INTERIOR LTTE FRAME ALUM. 72 TOP RAIL COMP. 3 LTTE FRAME TRIM PVC 75 BOTTOM RAJL COMP. 4 #10X 1-I lT PFH SM SCREW STEEL 77 HINGE AND LOCK STILE WOOD MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM r 9 S'X 4"HINGE Z97"THK. STEEL M 10 1#10X 3/4"PRI WOOD SCREW HNGE TO FRAM STEEL 14 1 THRESHOLD OUTSWING-SELF ADJUST ALUMJCOMP. 15 THRESHOLD OUTSWWG-S3/4°COMPOSITE SILL RILL SUBSTRATE ALUM./COMP. 16 THRESHOLD OUTSWWG-5-3/4'COMPOSITE SILL STANDARD SUBSTRATE ALUM./COMP. 17 PASSAGE LOCK-KWIKSET MODE.200T-GRADE 2 STEEL 18 THRESHOLD OUTSWING 5.314"THERMAL BREAK SILL ALUMJWOOD 4�g 19 HEADER JAMB SG>-0.42 WOOD S 20 SIDE JAMB sr,>=0.42 WOOD g 27 2 LATCH STRIKE KATE STEEL gg 28 -DEADSOLT PLklV STEEL. 31 COASTAL OUISWING THRESHOLD ALUM./WOOD o y 32 DOOR BOTTOM SWEEP PVC 33 NSWNGADJUSTABLE THRESHOLD-STANDARD SUBSTRATE ALUM./COMP. 34 OUISWING THRPSHOLD•5-3/4"HARDWOOD SILL,STANDARD SUBSTRATE ALUM./WOOD 35 171leX 1/2"STAPLE am 36 INSWING THRESHOLD-FVM STANDARD SUBSTRATE ALUM./COMP. 37 OUTSWING THRESHOLD ALUM./COMP. 38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALUM./COMP. PANEL REINFORCEMENT 0.023"THK. OREL 40 FIBERGLASS DOOR P TH STARI FIBERGLASS 44 HINGE STILE WOOD a g 4S BOTTOM RAIL COMP. a>£ 6125108 °z 46 INSULATING FOAM CORE = &F,E .,". N.T.S. y 47 1 LOCK OLE LVL/WOOD mm. 48 TOP RAIL COMP. cm sn LFS 49 SMOOTHSTAR DOOR SKIN.070 MNIMUM THK.FIBERGLASS FIBERGLASS °A^1YM Z. m F1-10975.1 °o a 11.-L r Y