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RC-15-144 'Permit NO �sµO1tsL,� Miami Shores Village P8f7771t yj1e: Residential Construction 10050 N.E.2nd Avenue NW a �+ I�lorkCJassii�etir�n�:;Ait@I�atfon " Miami Shores,FL 3313&0000 Permit StatusAPPROVED hfip � Phone: (305)795-2204 LORYD�° Issue Date:.5=12016 Expiration: 11/1 8201 Project Address Parcel Number Applicant 272 NW 111 Terrace 1121360010600 ELITE HOME PARTNERS LLC i Miami Shores, FL 33168- Block: Lot: Owner Information Address Phone Cell L!LITE HOME PARTNERS LLC 2300 W 84 Street MIAMI LAKES FL 33016- 2300 W 84 Street MIAMI LAKES FL 33016- Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 RUDGE WOOD FLOORING _... Total Sq Feet: 1761 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:NEW IMPACT WINDOWS,NEW KIT Occupancy:Single Family Framing Stories: Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Electrical Certificate Date: Additional Info: Review Electrical Bond Return: Classification:Residential Review ElectricalReview Planning Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building CCF $9.00 Review Building DBPR FeeInvoice# RC-1-15-54217 Review Mechanical $6.75 05/20/2015 Credit Card $554.50 $200.00 DCA Fee $6.75 Review Mechanical Education Surcharge $3.00 01/21/2015 Credit Card $200.00 $0.00 Review Mechanical Permit Fee $450.00 Review Plumbing Plan Review Fee(Engineer) $80.00 Review Plumbing Pian Review Fee(Engineer) $160.00 Review Plumbing Scanning Fee $27.00 Review Structural Technology Fee $12.00 Review Structural Total: $754.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the prope authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. �l understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I i th t I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi and nig F h re I authorize the above-named contractor to do the work stated. May 20, 2015 Auth r ed Signature:Owner / Applicant I Contractor / Agent Date Building Department Copy May 20,2015 1 • • Miami Shores Village Building Department o 4AN 2 12015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 - ,�L,,,A CS f�/`�7 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 LDpdI [' (_; - FBC 2010 BUILDING Master Permit No. : PERMIT APPLICATION Sub Permit No. QBUILDING r_� ELECTRIC ❑ ROOFING ❑ REVISION [:] EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 27-LNW 111 ST City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: //-,;�J -3(0- d ®LOO® is the Building Historically Designated:Yes NO X Occupancy Type: R1 Load: Construction Type: CBS Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):ELITE HOME PARTNERSPhone#:305-905-6913 Address:2300 W 84 ST #602 City: HIALEAH State: FL 1p: 33016 Tenant/Lessee Name: Phon #: Email: JDELAFE@TEAMDELAFE.COM CONTRACTOR:Company Name: RUDGE WOOD FLOORING Phoney 6_S Z C/ Address: L S City: 121 Stat : j�Zip: 22 C Qualifier Name: l� / Phone#: State Certification or Registration#: Ls l d .Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: CAI) City: State: Zip: Value of Work for this Permit:$ Ir�®040 /Cts Square/Unear Footage of work. ' --!�] Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: NEW IMPACT WINDOWS,NEW KITCHEN CABINETS NEW BATHS FIXTURES NEW CENTRAL A/C OUTLETS,SWITCHES AND LAMPS,TO BE REPLACE ALL DOORS TO BE REPLACE Specify color of color thru tile: Submittal Fee$Zw'OL.13 Permit Fee$ CCF$ CO/CC$ /" Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ (29 TOTAL FEE NOW DUE$� � 'S ` (PWISAd02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$250,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 certif/ed copy of the recorded notice of commenceme must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the b ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. i Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was,acknowiedged beforemethis day of �t r ,20 14 by __LJ'hday of ��'� -fr .20 N by (Zrs Si�0,4- I ,who is personally known to a C d<1.who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: N� Print• , , e Ca*fte Lorenzo Morale:: Print g FF 160487 'e,.; :Com�sslal :Expires: SEP 16,2018 Sea Expi: 5 241 .:•r: pl pTM �2018 '•q ,�i•'••18T Fwaio^E NOTAnyt LLO ,OFF,.• I ST Fi,•.uid 1,,w�;:,.`,p •1 iT rW1UCA NWARTi LLA APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-262564 Permit Number: RC-1-15-144 Scheduled Inspection Date: July 07,2016 Permit Type: Residential Construction Inspector: Mesa, Michel Inspection Type: Final Building Owner: , Work Classification: Alteration Job Address:272 NW 111 Terrace Miami Shores, FL 33168- Phone Number Parcel Number 1121360010600 Project: <NONE> Contractor: RUDGE WOOD FLOORING Building Department Comments NEW IMPACT WINDOWS, NEW KITCHEN CABINETS Infractio Passed Comments NEW BATHS FIXTURES. TO REPLACE ALL DOORS AND INSPECTOR COMMENTS False 13 WINDOWS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-262476. final denied missing inspections for windows &doors framing insulation and drywall (INSPECTION RESULT INPUTTED BY JOANNA 7/6/16 Failed ❑ PLEASE READ COMMENTS BELOW **THE FOLLOWING INSPECTIONS HAVE BEEN APPROVED BY JORGE THE MONTHS OF SEP &OCTOBER. PLEASE SEE ATTACH Correction INSPECTION WORKSHEET STAPLED TO THE PERMIT CARD FOR Needed FINAL APPROVAL) THANKS JOANNA 7/6/16***** Re-Inspection ❑ �/ Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspections please call: (305)762-4949 July 06,2016 Page 26 of 30 0 LL 0 J N 7 1= O LL O N O coA V In O co r RICK SCOTT,GOVERNOR KEPI LAWSON.SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONRL"M �+E ELECTRICAL CONTRACTORS LICENSING BOARD ER13014583 ` The e ELECTRICAL CONTRACTOR below HAS REGISTERED Under the provisions of Chapter 489 FS. yoowl . Expiration date. AUG 31,2016 (INDIVIDUAL MUST MEETALL LOCAL LICENSING v I REQUIREMENTS PRIOR TO CONTRACTING IN ANY AREA) 0 o MUNOZ, LUIS ENRIQUE a c0 DEVELOPMENT ELECTRICf :CONTRACTOR,INC. N 15711 SW 59TH TER MIAMI FL 33193• ISSUED: 08/W2014 DISPLAY AS REQUIRED BY LAW SE4# L140NOOD01841 46 M m m N a Y C I_ 1_ Q ❑ C 12 Go LO r .......... 4 . .. ....... :.. ,... :_. .. ..y.... ` �y Ct rx - - "S 4 tinskEc_ ih9 �t T t5 . . �i L=L' Ft8Cet41 qj� BE f, R'(ad .04i ra biuim . po IAM d•`.' .: .t TY6'&4F BUSINESS-:-... .. ..... - DEVEL(3FMt+tF ELI CTRICAt . d CON.t ACTC)ft' :' 9�tw00 hnt_twT:ieo�tven.. TJAJi CS'tR:LECTa1A,;-, it3-7 0 JS+�sEpcat'.8iueass�aaRaogp•riatgeenfitfi�'Rayri��iiin3the[aslt3bslgtg $` ' ; tican's itece"tis'' ap3:a a; Y•• .: t:mCaaertAisa�t�m of;�;�p(�mr's quatltfeai(��s.ib iJsa buaim�ss iinider" �'��i wJgta�,�ri �'eawarameatiDl.:.::' ordrngaaeriiii+®iststiagtels4tr#gAl�od �aidrai�aiiraaintstlCti�RPhltathebiECfnea k:iCpi9N(taxcia wh�las: de Sr�Ba-,276' ORR "rioar `';vissts�da�a� i�csil)�staE'. �`;`< G'anstrt�'t1viY��t1 .CdT��tyJF�.lBtisreE.::. �. ^'LUIS' F: I.scm..":ttLrrfi '<.•':16o1i 'afGd? f.. 4cAli+ i►1 ,.Gcat 9=1 a-j a(i AgnN :u.totd 9bZ999b90£L WYE))Ob9£:6L b0-b0-9602 b do 0 a6ed .juaw;jedaa Bulpllne :ol ................................................................. .................................................... _ . ....... . ................. CHIEF FINANCIAL t}FF'ICEFt, STATE OF FLORi15A• . DEPARTMgNT OF FINANCIAL SERVICES ... DIVISION OF WORKIERS'COMPENSATION *`CfiATIFICATV OF ELECTION TO BE EktMPT FROM F'LORit3A.WORKERS'COMPENSATION LAlt1f " CQ #STfvlpiC7lb�,i INt31137 RY E�CEIIFTIUtd This cert€flag that ft individUal lis(Od 6416W has alecteid eo be bx6riirpt troth Florida Workers'Compefisation Iavi EPFECTIVE DATE; 611412016 ItXPiRATIO DATE: 6/9.3/201.7 PERSOW MUNOZ LUIS' E FEIN: 274013230 BUSINESS NAME ANti`ADDRESS:... DEVELOPMENT ELECTRfCAL.WNTRACTOR INC, 15711'SW 59Th TES MIAMI FL 33193 ,.. , SCOPES OF'BUSINESS`OR.TRADE: LICENSED ELEGTI ttCAL.. ELECTFitGAL WIr lIVC C£7NbUIT GC3lktasTF UCTI©tai BIJFirai AR'AhIOI FIRE. . CONTRACTOR WITHIN BUIL FOR CAB ... ALARM INSTALL - �ursdanC to Ch"a}titac 4{0.06(14),F.6.;an officot of a sb p rp�raticsn svrio aaleds exi§tif tion front this oh'aptaF by'fNfruj'a c�tiiTcafs o/'also@tin lino®r this section trta$notmcover b4enafms ar ez)rnptnss*wn'imdae this:chapter.Pursiiam k5 Chapter 440.05(t2),F,S:.C9rtifiCat S 4Pe#ecRan to be exempt..apply only WAHrt the scope of the busiriess'tN'iraiie tested on the notidow election io bi-,exempt:Pibii a;tt to maptsr 440:05(f3),F;$;,Notices bfeleclbn to be exdmrend writhdat"of election to 66 exempt.shall be subject to revocation if;at arty time atter the tag or the notrsa or the issuance of the.cettifioate, the oarson'named ren tiro notisa or titivate it ifonger mattfs lbe r6*irements of thissection For issitonafl of.ir ctat"ifi rte.Flirt doparimoivt sRais revafia.a: , 0FS-F2•DWC452 CERT'IFICATE'05 EI EC170N TO.SE F-XEMP`f REVISED 08-'13 QUESTtdPtS2(850)AIT3.9600 . ti. . l j 9=1 Bloc]Xqnm :uaa=l 9t?Z989t�S0£6 (1WJ)Ob:9£:6L t,0-t,0-9LOZ t,;0 t a6t3d Iuowpedaa Bulpltn8 :ol To: Building Department Page 2 of 5 2016-04-0419:47:05(GMT) 13054686246 From: Ruby De La Fe CERTIFICATE OF LIABILITY INSURANCE DATEIMMW"""I 1110412016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RK*M UPON THE csRnPiCATE 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),AUTHOROW REPRESENTATTi/E.OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. if the cordfloate holder Is an ADDITIONAL INSURED,the poltcy(M)must be eruioms& It BROGATION IB WAIVED,subject to the terms and conditions of the Polky,certain Policies may ratlufm an ondorsemeft A statement on this cartl0oate doss not confer rights to the C*dMeate holder In Neu of such endorse s),. PPA)MrBR Roxana Sofa Insurance Agency,Inc. Roxana Soto 8230 Coral Way .30"S34w6 306-563-6007 Miami FL 33185 *A a019887 listate com w8u m o NAics TE INS CO INemm DEVELOPMENT ELECTRICAL CONTRACTOR INC. R 81 18711 SW 59 TERRACE MS ERC: MIAMI FL.33193 tmmoto• 111SUABR B t P- COVERAGES CER7TFICATE NUMBER: REVISION NUMBER.- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVffi BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING Iom OR CONDITION OF ANy EPLICT OCERFICATEMA ISSUED OR MAY TAI THENNSUURANCE AFF+mEo SY THE POLICIES H 5 SUBJECT TO ALL THH TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, TYPSOF0ISURANC@ MGM Man PO=- NUMBER P LIMITS A COLUUMCIAL t4&NERAL LIASItITY NPP1398079 0111412016 01/1412016 OCCURRENCE 004,000 CLMUSMADE a occtrR ewe To fwdy ffiftelEnsiman S100,000 MS0enc s 5,000 aER9OX t&AoVJNJu�rr s 300,000 OWLAti(iRERATE urar APPues PEI R41AQpREQATE S600,000 EMR�M�( POLICY ❑t -COMP PAW $300.000 s AuroMOBttE tweB.nY s gANYAUrO AUT0.4 �OU.Y pJ,I�Y LPerpe�sm� a SOMY wamy(Pet a S HIREDAUM AUTOS t S S UM MLA LPS EACHOCA M MMS UAB AGGREGATE S IJrlODI VAMMRS COMPIMSAMON S AND GMPLCnMW LIABILirYLLJJR ��P LUDED?ARTNEREMMMVE YIN —J�N/a E.L.EACH At a �IsndnloIo stow ILL.MS -EA EMPLpYE s EL.MSR�18E-POLICY U►UT s DESCRIPM OP OPERATIONS/tACAIMBI V8HtGM pzm 101,AddUMnal RaMarksSahedWe,maybe evacha yMm arae is mqub*4 Electrlcai Contractor CERTIFICATE HOLDER CANCELLATION Miami Shores Building&Zoning SHOULD ANY OF THE ABOVE OMRISED POLICIES BE CANCELLED 9EFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10060 NE 2nd AVE ACCORDANCE PRdViSt fil Miami Shores,IAL 33138 REPaassbl'r 001888-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Ptetluae0 asiag Fo+ms Boas ZrYab soriwaru a�uroaAwmsBaeaeoml Y InWresa(va PuhUsMaa 8fl0.2S8.1977 To: Building Department Page 1 of 4 2016-04-04 19:36:40(GMT) 13054686246 From: Ruby De La Fe FAX COVER SHEET TO Building Department COMPANY Miami Shores FAXNUMBER 13057568972 FROM Ruby De La Fe DATE 2016-04-04 19:24:29 GMT RE Ref RC-1-15-144 COVER MESSAGE Pleasesee attached. W WW.EFAX.COM Apr. 7. 2016 10: 08AMNo. 4215 P. 2 a CERTIFICATE OF INABILITY INSURANCE 04104)016 04104/;1010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHY$UPON TI#p CERTIFICATE HOLDER,THIS CERTFIOATE'ODES NOT AFFIRMATIVELY Ott NEGATIVELY AIMEND, EXTEND OR ALTIER THE COVORAG19 AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCR DOES NOT CONSTITUTE A CONTRACT DETWEEN THE ISSUING INSURER(S),AUTHORMOO RIEPRES>EN'tA7lVE OR PRODUCER,AND THE GIMATfFICATE HOLDER. IMPORTANT: If the coriiecate holder Is an ADDITIONAL INSURED,the pollcy(Ies)mu61 have ADDITIONAL INSURED prodlalons or he endorsed. If SUBROGATION Is WAIVOM,subject to the terms and conm0ona of the posey,certain pollcles may require an endorsement. A statement on this ceNflleale doe¢not owfer d hta to the certificate holder In lieu of suoh endoreamen a, PNONCER Roxana Solo Insurance Agency,Inc. Roxana Soto 8230 Coral Way plan.F119Mag,30114534006 Eos-J383-6007 Miami)FL 3310a0198sy llstat®.ctNln INaUWA AFFORDINOCOVERAGE imukmA,WESTERN WORLD INS mum DEVELOPMENT ELECTRICAL CONTRACTOR INC. INs IMD: 15111 OW 59 TERRACE INS MIAMI PL 33193 I INBURCR a t INSURER F t COVERAGE$ CL'RYtFICALTE NUM89R: REVISIO NUMBER: THIS I$TO CERTIFY THAT THE POLICIES OP INSURANCE LISTED BELOW HAVE BEEN ISSUI=D TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. N07WITWTANDING ANY REQU1REMr;NY,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY sE ISSUED OR MAY PERTAIN,THE INSURANCE A590140F27 BY THE POLICIES DESCRIBED KERE1N IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OFSUCH P01-10196.LIMITS SHOWN MAY HAVE BEI"NN KEDUCIM gY PAID CLAW. LY TYPa0F11Qat13ANaE a POUOYe1T oY LIMITS POL[GYNllefekii A ✓ CDMMEmL&GrNERALLIABILITY Lj NPP142HO31 01114/2018 01/14/2017 WHOCCURRENGE 000,000 CLAeAS•MADE❑✓ OCCUR =100,000 Mtn Mw vuw ww s 5,000 rEasvNa AGVINauRY si 300 000 MV rt.AW7RMTEzpVNMpIITAMU93P 9ENERALAGG gffi-_ 900000 PONOY❑ T ❑LOC PAODUCTS-COMPMPAGG $300.,000 OTKM- t AUTONIUMIALIAe113TV ANYAUTO BOD9Y1NJllHY(Ptrgenon) AU�Y®ONLYHIMWMAUTOSONLYAUNLY IC M f UMBULLALIAe O=- 9ACHaCCURRENCE i 1:7ICE8e LIAR 1YAIM&MA M AGflREGAT@ am mmffoxs WORKERS CoT>PENSATION ARIDEMPLOYERS'LIABLLI Y ANWRGM=OWPAR1N6RfiWCUM1E YIN 0FXcMM E=Up9M ❑ NIA ec encHAcansHT s WandalolytoNMI pI D}yEgSE-EAEI�LO : 1r ,dnadbe miler G OF OPMTCNS bslew rim DESOAIPTIONOFOPEMYIONflLOCA710NS/VEFe06C9 UtiONDttlt.Atldltlanalparoa,>aEahoptdgmty6a�IHoh�dN�avra,Pacal�roquhed) Eteefrieal Contractor CFATIRCATE HOLLER CANCELLATION Miami Shores ONO"ANYOF THEA9oVS 17>;SCFJBM POWC1rS Bt:CANCELLED BePops Building and Zoning THE INWIRATION DATE THEREOF, NOTICII VWLL PH DF.LNMD IN 10050 NE 2nd AVE ACCORDANCEWTTHTHE POLICYPROVISIONS� Miami Shores, FL 33138 AMOMM 1080 2095 A RPQ TION.All rights reserved. ACORD 26(2016!03) The ACORO name and logo ere registered works OfACORD Ptadaeodue FOAMTiow rieb roRwarv,www FormaDoi4aom;4 lmp►aac pyblktllna 800�70s 19]7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 p Inspection Number: INSP-244433 PermitlNumber: RC-1-1 -144 Scheduled Inspection Date: September 30, 2015 Permit Type: (Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Insulation Owner: Work Classification: Alteration Job Address:272 NW 111 Terrace Miami Shores, FL 33168- Phone Number Parcel Number 1121360010600 Project: <NONE> Contractor: RUDGE WOOD FLOORING Building Department Comments NEW IMPACT WINDOWS, NEW KITCHEN CABINETS Infractio Passed Comments NEW BATHS FIXTURES. TO REPLACE ALL DOORS AND INSPECTOR COMMENTS False 13 WINDOWS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-241629. CREATED AS REINSPECTION FOR INSP-226883.Approved plans must be on site at all times Must pass all trades before framing Failed ❑ Remove dry wall in bath rooms and florida room galls Do not finish anymore drywall No access Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 29,2015 For Inspections please call: (305)762-4949 Page 22 of 41 A WILLIAM PLASENCIA REGISTERED ARCHITECT 7700 N Kendall Dr.#506 MIAMI, FLORIDA, 33156 TEL:305-233-2589 August 27, 2015 Miami Shores Village Building &Zoning Dept. 10050 NE 2nd Ave Miami Shores, Fla, 33138 Re: Improvements for: EHP Investments 272 NW 111 Terr Permit#RC-1-15-144 Dear Sirs, I inspected the above captioned project to verify the installed wall&ceiling insulation in the family room. The ceiling insulation installed is 6"batt type insulation with an R value of 19.0, and the cbs wall insulation installed is foil back insulation with an R value of 4.1 over the%"pt furring. I hereby certify that to the best of my knowledge,belief, and professional judgment,the wall&roof insulation installed are in compliance with the approved plans and other approved documents.To the best of my knowledge,belief and professional judgment, the approved permit plans as revised, represent the as-built condition of the wall &roof insulation. Sincerely, •••• 0000 0000:0 .. 0 .. . 0 0000.. 0000 0000.. 0000.. William Plasen ' .• :000:0 Fla Reg.#AR 000 "" •••• 0000.. 0000 0000. ***see 0000 a 0000.. 0000.. . 0 . . .0000. 0000.. :00*0: ' � �� z MAR 2 0 2015 MecaWind Std v2 . 2 . 5 . 7P er° ASCE 7-11 0 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 3/2/2015 Project No. Company Name William Plasencia, R.A. Designed By WP Address 7700 N Kendall Dr #506 Description Alteration City Miami Customer Name EHP Acquistions State Fl Proj Location 272 NW 111 Ter, Miami Shores, Fitt, Local i,n: ":AL-,:umerii.: ani L� ttirige\Wi 1 iiam I'lasencia\My Prcun'ir=ntf1V1ienlr\A_t i v ',I" ;.a Ue 1":' Fe 77r Ulini.o-;nl Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 176.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 9000 ft At = 0.11 Bt = 1. 0 Am = 0.15 Bm = 0. 5 Cc = 0.20 1 = 500. 0 ft Epsilon = 0.20 Zmin = 15. 0 ft Slope of Roof = 1.904617 12 Slope of Roof(Theta) = 9.02 Deg Ht: Mean Roof Ht = 10.75 ft Type of Roof = GABLED RHt: Ridge Ht = 12.83 ft Eht: Eave Height = 8.67 ft OH: Roof Overhang at Eave= .00 ft Overhead Type . = No Overhang Bldg Length Along Ridge = 70.16 ft Bldg Width Across Ridge= 52.12 ft Gust Factor Calculations Gust Factor Category I tired Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gue:t Factor Category 11 Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 34.33 P3 Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 3723.82 ft Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 70.16 ft Wall (Normal to Ridge) §I � Lrr.. u. . ... .. r . k....ea i1,,.-.n ASC• p::_,!an, w h: , I .ai h„_ -,1 Wall Cp Pressure Pressure +Gcpi (psf) -GCpi (psf) Leeward Wall -0.50 -20.77 -8.41 Side Walls -0.70 -26.61 -14.25 Wall Elev Rz Rzt Cp qz Press Press Total ft psf +tai -GCpi +/-GCpi Windward 6.67 0.85 1.00 0.80 34.33 17.17 29.52 37.94 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------- Roof: 0.0 ft to 4.3 ft -0.90 -32.44 -20.08 Roof: 4.3 ft to 8.7 ft -0.90 -32.44 -20.08 Roof: 8.7 ft to 17.3 ft -0.50 -20.77 -8.41 Roof: 17.3 ft to 52.4ft -0.30 -14.93 -2.57 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 9.0 Deg, h/1= 0.17 MWFRS-Wall Pressures for Wind Normal to 52.42 ft wall (Along Ridge) Al . � , .J ii n ASD Des;,iu, -.... i� ,I „ , � F-, '!. r I .I Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.43 -18.80 -6.44 Side Walls -0.70 -26.61 -14.25 Wall Elev Rz Rzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 12.83 0.85 1.00 0.80 34.33 17.17 29.52 35.96 Windward 8.67 0.85 1.00 0.80 34.33 17.17 29.52 35.96 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 5.4 ft -0.90 -32.44 -20.08 Roof: 5.4 ft to 10.8 ft -0.90 -32.44 -20.08 Roof: 10.8 ft to 21.5 ft -0.50 -20.77 -8.41 Roof: 21.5 ft to 70.2 ft -0.30 -14.93 -2.57 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.12 Wind Pressure on Components and Cladding (Ch 30 Part 1) AI I C'I, ;rI. .,r. ,,,, ._'..i . u )i ._.I __-atr. Width of Pressure Coefficient Zone "a" _ = 4.30 ft Description Width span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ------------------------------------------------------------------------------- Door #1 6.00 7.00 42.0 4 0.80 -0.99 33.68 -40.16 Window A 9.25 5.25 48.6 4 0.79 -0.98 33.33 -39.78 Window A 9.25 5.25 48.6 5 0.79 -1.16 33.33 -45.92 Window B 6.16 4.16 25.6 4 0.84 -1.03 34.85 -41.47 Window C 3.08 4.67 14.4 5 0.87 -1.34 36.22 -52.33 Window D 3.08 2.16 6.7 4 0.90 -1.10 37.08 -43.94 Window E 1.63 2.16 3.5 4 0.90 -1.10 37.08 -43.94 Window F 3.08 3.16 9.7 4 0.90 -1.10 37.08 -43.94 Window G 4.42 4.16 18.4 4 0.86 -1.05 35.63 -42.34 Window H 3.08 3.16 9.7 4 0.90 -1.10 37.08 -43.94 Window H 3.08 3.16 9.7 5 0.90 -1.40 37.08 -54.24 Window I 6.16 4.67 28.8 4 0.83 -1.02 34.57 -41.16 Window 1 6.16 4.67 28.8 5 0.83 -1.24 34.57 -48.68 Door #9 3.00 7.00 21.0 4 0.85 -1.04 35.32 -41.99 Door #10 2.67 7.00 18.7 4 0.86 -1.05 35.60 -42.30 Window J 7.75 2.16 16.7 5 0.86 -1.32 35.86 -51.53 Window K 4.00 4.00 16.0 5 0.87 -1.33 35.96 _5 .77 Window L 2.00 4.00 8.0 4 0.90 -1.10 37.08 4 .94 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 34.33 psf r v FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residani I qE Method Project Name: EHP ACQUISITIONS,LLC Builder Name: Street: 272 NW 111 TERRACE Permit Office: City,State,Zip: MIAMI SHORES,FL,33168- Permit Number: I( Owner: Jurisdiction: 232600 1 J Design Location: FL,Miami +�J 1. New construction or wdsting Erasting(Projected 9. Wall Types(1794.0 sgftJ, " `nsulatioW Area 2. Single family or multiple family Single-family a Concrete Block-Ext Insul,Exterior R=13.0 1794.00 ft2 b.N/A R= ft2 3. Number of units,If multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1785.0 sgft.) Insulation Area a Under Attic(Vented) R=30.0 1785.00 ft2 6. Conditioned floor area above grade(W) 1785 b.N/A R= ft2 Conditioned floor area below grade(W) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(349.3 sgft) Description Area a Sup:Attic,Ret:Attic,AH:Main 6 300 a U-Factor: Sgl,U=0.89 349.28 ft2 SHGC: SHGC=0.45 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a Central Unit 48.0 SEER:15.50 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a Electric Strip Heat 32.8 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.450 14.Hot water systems 8. Floor Types (1785.0 sgft.) Insulation Area a Electric Tankless Cap:1 gallons a Slab-On-Grade Edge Insulation R=0.0 1785.00 f112 b. Conservation features EF:0.920 b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.196 Total Proposed Modified Loads: 46.38 PASS Total Standard Reference Loads: 58.06 1 hereby certify that the plans and specifications covered by Review of the plans and 'C19E STgT this calculation are in compliance with the Florida Energy specifications covered by this ♦•� _ �0 Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed ►� DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. cOp`,yE�4� OWNER/AGENT- BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 3/2/2015 11:12 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 r PROJECT Title: EHP ACQUISITIONS,LLC Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1785 Lot# Owner: Total Stories: 1 BlocWSubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 272 NW 111 TERRACE Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: 232600 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, 33168- New/Existing: Existing(Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 LOW BLOCKS Number Name Area Volume 1 Blockl 1785 16065 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finishers Cooled Heated 1 Main 1785 16065 Yes 10 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Main 200 ft 0 1785 ft2 ____ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1933 ft2 0 ft2 Medium 0.65 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1785 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 1785 ft2 0.11 Wood 3/2/2015 11:12 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below A arnt To Wall Type 1 N Exterior Concrete Block-Ext Insul Main 13 52 6 9 0 472.5 ft2 0 0 0.75 0 2 E Exterior Concrete Block-Ext Insul Main 13 47 2 9 0 424.5 ft2 0 0 0.75 0 3 S Exterior Concrete Block-Ext Insul Main 13 52 6 9 0 472.5 ft2 0 0 0.75 0 4 W Exterior Concrete Block-Ext Insul Main 13 47 2 9 0 424.5 ft2 0 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main None .4 3 6 8 20 ft2 2 N Insulated Main None .4 3 6 8 20 ft2 3 E Insulated Main None .4 2 8 6 8 17.8 ft2 4 S Insulated Main None .4 3 6 8 20 ft2 5 W Insulated Main None .4 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Clear) Yes 0.89 0.45 19.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 N 1 Metal Single(Clear) Yes 0.89 0.45 6.7 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None 3 N 1 Metal Single(Clear) Yes 0.89 0.45 36.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 4 N 1 Metal Single(Clear) Yes 0.89 0.45 17.2 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 5 E 2 Metal Single(Clear) Yes 0.89 0.45 9.8 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None 6 E 2 Metal Single(Clear) Yes 0.89 0.45 3.4 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 7 E 2 Metal Single(Clear) Yes 0.89 0.45 6.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 8 E 2 Metal Single(Clear) Yes 0.89 0.45 48.6 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None 9 S 3 Metal Single(Clear) Yes 0.89 0.45 25.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 10 S 3 Metal Single(Clear) Yes 0.89 0.45 48.6 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 11 S 3 Metal Single(Clear) Yes 0.89 0.45 25.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 12 W 4 Metal Single(Clear) Yes 0.89 0.45 14.4 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 13 W 4 Metal Single(Clear) Yes 0.89 0.45 86.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 W holehouse Best Guess .0005 2341 128.52 241.7 .345 8.7434 3/2/2015 11:12 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 32.75 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:15.5 48 kBtu/hr 1440 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.92 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 300 ft2 Attic 100 ft2 Default Leakage Main (Default)c(Default)c 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar Apr M Jun Jul Auge Oct Nov Dec HeatinJan Feb Mar f Apr f May Jun f Jul AuSeP f Oct Nov Dec Vantin Jan Feb Mar [X]Apr [ M Jun [ Jul Aug Se [X]Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 66 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/2/2015 11:12 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 e FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 272 NW 111 TERRACE PERMIT#: MIAMI SHORES, FL, 33168- MANDATORY REQUIREMENTS SUMMARY-See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and / sealed in accordance with Section 503.2.7.2 of this code. v 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked Circuit breaker / (electric) or shutoff (gas). Circulating system pipes insulated to= l/ R-2+ accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special / equipment occasion cooling or heating capacity requires separate system or ✓ variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 3/2/2015 11:12 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 272 NW 111 TERRACE, MIAMI SHORES, FL, 33168- 1 New construction or ebsting Existing(Projected 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a Concrete Block-Ext Insul,Exterior R=13.0 1794.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a Under Attic(Vented) R=30.0 1785.00 ft2 6. Conditioned floor area(W) 1785 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a U-Factor: Sgl,U=0.89 349.28 ft2 11.Ducts R ft2 SHGC: SHGC=0.45 a Sup:Attic,Ret:Attic,AH:Main 6 300 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a Central Unit 48.0 SEER:15.50 SHGC: d. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency a Electric Strip Heat 32.8 COP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.450 8. Floor Types Insulation Area 14.Hot water systems a Slab-On-Grade Edge Insulation R=0.0 1785.00 ft2 a Electric Cap:1 gallons EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building -fuE sT Construction through the above energy saving features which will be installed (or exceeded) ,yob = ATF° in this home before f I alJ0M2=on. Otherwise, a new EPL Display Card Will be completed /basedqn inst od compliant fe es. (1� i —8t1f1d�*r Signature: _v Date: 311e, Address of.AlewHome: 2't Z ,Uw II% 'J V'VZiZ, City/FL Zip: M 1 i4 M( 4CKp *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software r Residential System Sizing Calciulation'] c Summary Project Title: 272 NW 111 TERRACE EHP ACQUISITIONS, LLC MIAMI SHORES, FL 33168- 3/2/2015 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) .Humidity data: Interior RH 50% Outdoor wet bulb 77F Humiditv difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter tem Derature difference 20 F Summer temperature difference 15 F Total heatina load calculation 20941 Btuh Total cooling load calculation 42443 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of talc Btuh Total (Electric Strip Heat) 156.4 32750 Sensible(SHR =0.75) 102.9 36000 Latent 160.6 12000 Total 113.1 48000 WINTER CALCULATIONS Winter Heating Load for 1785 sqft) Load component Load Ducls(15%) Window total 349 sqft 6217 Btuh Wndu s(3t)%) Wall total 1349 sqft 1633 Btuh Door total 96 sqft 764 Btuh Ceiling total 1785 sqft 1137 Btuh 6 fi" ' Floor total 1785 sqft 4720 Btuh Infiltration 148 cfm 3251 Btuh Duct loss 3218 Btuh D--(a%) cenmgs(5%) Subtotal 20941 Btuh waus(s%) Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 1 20941 Btuh Flo (23%) SUMMER CALCULATIONS Summer Coolin Load for 1785 s ft Load component Load Window total 349 sqft 10162 Btuh Wall total 1349 sqft 1307 Btuh Door total 96 sqft 1147 Btuh Ceiling total 1785 sqft 2501 Btuh Latent mteme(5%) Floor total 0 Btuh Winftws(24%) Infiltration 111 cfm 1829 Btuh Internal gain 14300 Btuh Duct gain 3724 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuhceomga(6%) Total sensible gain 34969 Btuh w Wer.(3%) Latent gain(ducts) 1102 Btuh Da m(3%) Latent gain(infiltration) 4371 Btuh Latent gain(ventilation) 0 Btuh QDuctwii%) Wd0M Latent gain(internal/occupants/other) 2000 Btuh Total latent gain 7473 Btuh TOTAL HEAT GAIN 42443 Btuh EnergyGaugeG Syste 8th Edition PREPARED BY: DATE: EnergyGaugeG/USRFZB v3.1 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Project Title: 272 NW 111 TERRACE EHP ACQUISITIONS, LLC MIAMI SHORES, FL 33168- 3/2/2015 Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference:58gr. Component Loads for Room#1: Main Type Overhang Window Area(sgft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.45,0.89 B-L No N 2.0ft. 2.Oft. 19.5 0.0 19.5 18 18 347 Btuh 2 1 NFRC 0.45,0.89 B-L No N 2.0ft. 2.Oft. 6.7 0.0 6.7 18 18 119 Btuh 3 1 NFRC 0.45,0.89 B-L No N 2.Oft. 2.Oft. 36.8 0.0 36.8 18 18 655 Btuh 4 1 NFRC 0.45,0.89 B-L No N 2.Oft. 2.Oft. 17.2 0.0 17.2 18 18 305 Btuh 5 1 NFRC 0.45,0.89 B-L No E 2.011. 2.Oft. 9.8 0.0 9.8 18 41 402 Btuh 6 1 NFRC 0.45,0.89 B-L No E 2.011. 2.Oft. 3.4 0.0 3.4 18 41 141 Btuh 7 1 NFRC 0.45,0.89 B-L No E 2.Oft. 2.0ft. 6.7 0.0 6.7 18 41 275 Btuh 8 1 NFRC 0.45,0.89 B-L No E 2.011. 2.Oft. 48.6 0.0 48.6 18 41 1998 Btuh 9 1 NFRC 0.45,0.89 B-L No S 2.011. 2.Oft. 25.7 25.7 0.0 18 20 457 Btuh 10 1 NFRC 0.45,0.89 B-L No S 2.011. 2.Oft. 48.6 48.6 0.0 18 20 864 Btuh 11 1 NFRC 0.45,0.89 B-L No S 2.Oft. 2.Oft. 25.7 25.7 0.0 18 20 457 Btuh 12 1 NFRC 0.45,0.89 B-L No W 2.Oft. 2.011. 14.4 0.0 14.4 18 41 592 Btuh 13 1 NFRC 0.45,0.89 B-L No W 2.Oft. 2.011. 86.3 0.0 86.3 18 41 3551 Btuh Window Total 349 ft 10162 Btuh Walls Type U-Value R-Value Area(sgft) H M Load Cav/Sheath 1 Concrete Blk Hollow-Ext 0.06 13.0/0.0 352.3 1.0 341 Btuh 2 Concrete Blk,Hollow-Ext 0.06 13.0/0.0 338.3 1.0 328 Btuh 3 Concrete BIK Hollow-Ext 0.06 13.0/0.0 352.5 1.0 341 Btuh 4 Concrete Blk,Hollow-Ext 0.06 13.0/0.0 306.0 1.0 296 Btuh Wall Total 1349 ft 1307 Btuh Doors Type Area(sqft) HTM Load 1 Insulated-Exterior 20.0 12.0 240 Btuh 2 Insulated-Exterior 20.0 12.0 240 Btuh 3 Insulated-Exterior 17.8 12.0 213 Btuh 4 Insulated-Exterior 20.0 12.0 240 Btuh 5 Insulated-Exterior 17.8 12.0 213 Btuh Door Total 96 t 1147 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.032 30.0/0.0 1785.0 1.40 2501 Btuh Ceiling Total 1785 ft 2501 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1785(ft-perimeter) 0.0 0 Btuh Floor Total 1785.0 ft 0 Btuh Zone Envelope Subtoial: 15116 Btuh Inflltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.41 16065 1.00 110.8 1829 Btuh Internal Occupants Btuh/occupant Appliance Load gain 10 X 230 + 12 00 14300 Btuh Sensible Envelope Load: 31245 Btuh EnergyGaugeG/USRFZB v3.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAM I_INTL_AP 272 NW 111 TERRACE EHP ACQUISITIONS, LLC MIAMI SHORES, FL 33168- 3/2/2015 DuCt load Average sealed,Supply(R&G-Attic),Return(R6A-Attic) DGM of 0.119 3724 Btuh Sensible Zone Load 34969 Btuh • EnergyGauge®/USRFZB v3.1 Page 2 ,r w Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAM I_INTL—AP 272 NW 111 TERRACE EHP ACQUISITIONS, LLC MIAMI SHORES, FL 33168- 3/2/2015 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 31245 Btuh Sensible Duct Load 3724 Btuh Total Sensible Zone Loads 34969 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 34969 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 4371 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1102 Btuh Latent occupant gain (10.0 people @ 200 Btuh per person) 2000 Btuh Latent other gain 0 Btuh Latent total gain 7473 Btuh TOTAL GAIN 42443 Btuh EQUIPMENT 1. Central Unit # 48000 Btuh 'Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed r--" (IS-Insect screen:none(N),Full(F)or Half(,/2)) (Ornt-compass orientation) Version S EnergyGauge®/USRFZB v3.1 Page 3 ` 4 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Project Title: 272 NW 111 TERRACE EHP ACQUISITIONS, LLC MIAMI SHORES, FL 33168- Building Type: User 3/2/2015 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F(MJ8 99%) Component Loads for Room#1: Main Window Panes/Type Frame U Orientation Area ft X HTM= Load 1 1, NFRC 0.45 Metal 0.89 N 19.5 17.8 348 Btuh 2 1, NFRC 0.45 Metal 0.89 N 6.7 17.8 119 Btuh 3 1, NFRC 0.45 Metal 0.89 N 36.8 17.8 655 Btuh 4 1, NFRC 0.45 Metal 0.89 N 17.2 17.8 305 Btuh 5 1, NFRC 0.45 Metal 0.89 E 9.8 17.8 174 Btuh 6 1, NFRC 0.45 Metal 0.89 E 3.4 17.8 61 Btuh 7 1, NFRC 0.45 Metal 0.89 E 6.7 17.8 119 Btuh 8 1, NFRC 0.45 Metal 0.89 E 48.6 17.8 864 Btuh 9 1, NFRC 0.45 Metal 0.89 S 25.7 17.8 457 Btuh 10 1, NFRC 0.45 Metal 0.89 S 48.6 17.8 864 Btuh 11 1, NFRC 0.45 Metal 0.89 S 25.7 17.8 457 Btuh 12 1, NFRC 0.45 Metal 0.89 W 14.4 17.8 256 Btuh 13 1, NFRC 0.45 Metal 0.89 W 86.3 17.8 1537 Btuh Window Total 349.3 ft 6217 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.061) 13.0/0.0 352 1.21 427 Btuh 2 Conc Blk,Hollow - Ext (0.061) 13.0/0.0 338 1.21 410 Btuh 3 Conc Blk,Hollow - Ext (0.061) 13.0/0.0 353 1.21 427 Btuh 4 Conc Blk,Hollow - Ext (0.061) 13.0/0.0 306 1.21 370 Btuh Wall Total 1349 s ft 1633 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated- Exterior, n (0.400) 20 8.0 160 Btuh 2 Insulated - Exterior, n (0.400) 20 8.0 160 Btuh 3 Insulated - Exterior, n (0.400) 18 8.0 142 Btuh 4 Insulated- Exterior, n (0.400) 20 8.0 160 Btuh 5 Insulated- Exterior, n (0.400) 18 8.0 142 Btuh Door Total 96 ft 764Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.032) 30.0/0.0 1785 0.6 1137 Btuh Ceiling Total 1785 s ft 1137Btuh Floors Type Ueff. R-Value Size X HTM= Load- 1 oad1 Slab On Grade (1.180) 0.0 200.0 ft(perim.) 23.6 4720 Btuh Floor Total 1785 s ft 4720 Btuh Room Envelope Subtotal: 14472 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.55 16065 1.00 147.8 3251 Btuh Duct load Average sealed,Supply(1`16.0-Attic),Return(R6.0-Attic) (DLM of 0.182) 3218 Btuh EnergyGauge®/USRFZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 272 NW 111 TERRACE EHP ACQUISITIONS, LLC MIAMI SHORES, FL 33168- Building Type: User 3/2/2015 Room#1 Sensible Room Subtotal 20941 Btuh HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 20941 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 20941 Btuh EOUIPMENT 1. Electric Strip Heat 32750 Btuh Key:Window types- NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge®/USRFZB v3.1 Page 2 1 MIAMI•DAD MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT, 'N T R1 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA www.miamidadexov/para/ Cury-A-Tech Corporation 930 West 23rd Street, Hialeah,Fl.33010 �+ 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 715 Aluminum Outswing French Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-19 Rev A,titled"Series Alum French Door w/sidelitws (L.M.I.)", sheets 1 through 14 of 14,prepared by AL-Farooq Corporation,dated 05/07/12 and Iast revised on AUG 23,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Max Partial Alum Clad Plywood Panel not to exceed 38-1/4"W x 35-3/4"H for sidelites and 29-1/8"W x 35- 1/4"H for door leaf,as glazed on sheet 3 and detailed in section 0 in sheet 12. 2. Cury-A Tech SHW is under separate approval,when used lower DP of door,SHW or sidelite shall control. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this,NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages E-1,as well as approval docum nt mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 12-0529.19 rhuvaMADE Coin Expiration Date:August 30,2017 Approval Date: August 30,2012 �,yt. Page 1 Cury-A-Tech Cornoration NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections 2. Drawing No.W12-19 Rev A,titled"Series Alum French Door w/sidelitws(L.M.I.)",sheets 1 through 14 of 14,prepared by AL-Farooq Corporation,dated 05/07/12 and last revised on AUG 23,2012,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 wM marked-up drawings and installation diagram of an outswing aluminum glass door w/wo Sidelite,prepared by Fenestration Testing Lab., Inc.,Test Report No. FTL-6749,dated 03/1212,signed and sealed by Marlin D. Brinston,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation, dated 05/14/12 and revised on AUG 07,2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex clear& color interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 05/01/12, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 10/26/11 approved by PERA. a c�- Ishaq I.Chands,P.E. Product Control Examiner NOA No 12-0529.19 Expiration Date:August 30,2017 Approval Date: August 30,2012 E-1 41 1/2"MAX. 79 1/2'MAX. DOOR i'RANE WIDTH DOOR FRAME WIDTH rn 3' 13 7/16` 3" tr 4'MAX. 4"MAX 3` 8' 3' 0 CORNS A g HEAD/SILL � SURFACE APPLIED CORNERS A FALSE uUSED WAY t�USED I �0 I II � � ✓� / ill= cy ti M N �i o \LOOCCK g01 1�r g m ^ c l LSE$14E'E s SEE m I 1 H / §\ /M \ y _' SERIES 70_ALUMINUM FRENCH DOOR _$IDL17T•$ O g� APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. p w o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEM',3 R -ACTIVE ACTIVE INACTIVE HURRICANE OF THE CURRENT FLORIDA BUILDING CODE INCLUDING Hips VELOCITY HURRICANE ZONE (FNHZ). I N O B C� 13 7/16° Ei 11BY OR 29Y WOOD RICKS BY OTHERS, MUST BE ANCHORED PROPERLY TO a TRANSFER LOADS TO THE STRUCTURE. m 1 27 3p� HEAD $ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ?n� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. U 3L/4'MAX. 37 3/4'MAX. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS O LEAF WIDTH LEAF YAM ARE NOT PART OF THIS APPROVAL. TYPICAL. ELEVATION TYPICAL ELEVATION A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ( x ) ( Xx ) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS DOOR OPTIONS OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4. c DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSPp G SINGLE DOORS (X) DOUBLE (XX) }� DOOR DIMS. L#MINATBD GIASS DOOR ORAS. LAMINATED GLASS V 3S FRAME A � EXTFRAME I LEAF MWa � - WIDTH WIDTH HDGHT EXT.(+) RNT.j-) NDrw - iii= N - 41-1/2"137-3/4"1 98" 65.0 70.0 79-t/2° 37-3/4` 98° 1 88.0 1 70.0 B NOTE: m oc a VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. THIS NOA IS NOT VALID WITHOUT CORPORATE SEAL 0 OF CURV.-A-TECH CORPORATION AMID A LABEL AFFIXED. NOTE: gr. VAD,AHWAD FLUSH BOLTS AND LOCKS MUST BE CML `$f ENGAGED TO HEAD AND SILL DURING G A55 D. .O. DINC FLA.PE W62 PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT - FRAME HEIGHT - 11.887' CAN. NOTE: D.L.O. WIDTH (X DOORS) FRAME WIDTH - 13.750' DOORS) (FRAME XX DT WIDTH _ WIOTH - 24'/2 _ o GLASS CAPACITIES ON THIS SHEET ARE D.L.O. ( BASED ON ASTM E1300-04 (3 SEC. GUSTS) ,012 drawing no. AND FLORIDA BUILDING COMMISSION DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. AUG�iN W12-19 DECLARATORY STATEMENT DCA05—DEC-219 SHUTTERS ARE NOT REQUIRED, aheak 1 of 14 205 1/2"MAX. ro�� .. N_ SIDEUTE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SIDEUTE WIDTH 10 1" I 8"MAX. n 3' 'p6-°^yJ 3' 8" 8" 1 a CORNERS/SILL ORN/ERS \l A I 1 3• F' �"1HEAD a II 11 \ n ❑ ��0 II u of it v CE II II CHAIR RAIL OPTIONAL Mm II41I u yy �WJ J II II � Q INACTNE I I ACTIVE CG e Gri_f MAX6 .m1 �rn L 38 1/4- 27 3/4' 27 3/4" 38 1 4' SILL 1/4- D.L. 4• I11s Wil!dh �, D.L. OPG. D.L OPG. D.L. OPG. D.L. OPG. D.L. OPG. MiulDlMtetiadlN , SURFACE APPLIED 8 TYPICAL ELEVAnoN FALSE MUNTINS Ay � cg MAY BE USED LOW-PROFILE SIDELITE HI-PROFILE SIDEUTE 8 ( OXXOO ) TOP&B0170M FRAME TOP& BOTTOM FRAME SIDELITE OPTIONS NOTES: I Ll 1.-DOORS ARE VIEWED FROM OUTSIDE. cm NOTE2. FRENCH DOORS WITHOUT INSECT SCREENS. ° : ° MAX.PARTIAL ALUM CIAO PLYWOOD PANEL NOT TO EXCEED FOR SIOEUTE 38-1/4"WIDTH X 35-3/4'HEIGHT FOR DOOR 29-1/8'WIDTH X 35-1/4"HEIGHT n o - 1 E^gr:JAvAD. r; g $1{IASS DIMS. FLA.pgpy�Ll7d8A2 D.L.O. HEIGHT HIGH PROFILE SIDELITE CAN.JB3B ( ) = FRAME HEIGHT - 11.750" D.L.O. WIDTH (LOW PROFILE SIDEUTE) a FRAME WIDTH - 5.250' D.L.O. WIDTH (SIDELITE) - FRAME WIDTH - 4.250' o D.L.O. HEIGHT (DOOR) - FRAME HEIGHT - 11.687" l4 !i,2�(Z drawing ]14 D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.750• W12-1 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 24)/2 sheet y of FRAME WIDTH rn 31 9/16° _ 43° 42° N WINDOW WIDTH DOOR FRAME WIDTH SIDEUTE WIDTHZ 3 26 9/18` CU H. LCH D.L. CPG. (FIXED) 6" MAX. 6" 3° P S. UNDER SFPARETE NOA HEAD/SILL L rvo CORNERS Tr7 „ ,, p 4Gs1 a lo GLASS p�yMr�ry SEE SHEET 5 I g s g t NOTE: I o DOORS WITH S.H. WINDOW INSERT (UNDER SEPARATE NOA) oD p MAY BE INSTALLED WITH OR WITHOUT SIDELITES. 13� SEE SHEET 4 FOR SIDELITE CAPACITY. z m F 26 9/16° CS� D.L OPG. (VENT) 7/16”LAM.GLASS 7/6"UW\, NSUL. 7/16'WA.GLASS ! o 28 11/16' OR \ 7/8°IAN.WSUL GLASS i. tQL PARTIAL ALUM\\CLAD OR J 1/8"H.S. CLASS pj +I-.I VENT WIDTH PLYWOOD PANFS PARTIAL ALUM CLAD PLYWOOD d W O CPNG.SIZE \ PANEL OPNO.SIZE SILICONE tS3. O 090°INTERLAYER DOW CORNING 895 SINGLE HUNG WINDOW INSTALLATION 29-1/8°W1GiH 38-t/4°WIDTH MAX. SAFLEX BIG FOR ILLUSTRATION ONLY 7D-i/a°xEX1Hr MA1c� 3s-3/4'HdGHT MAX. BY�SOLUTW 1/8"H.S. GLASS .080"ALIGA PANEL 14 7/8" 5/8°PLYWOOD ) ' n O MAX. G m ' SILICONE .080"ALUM PANEL HEAD 8 DOW CORNING 995 U S SILLSILICONE m 29 1/8° 38 1/4" ALUMINUM i z DOW CORNING 995 D.L. OPG. D.L. OPG. ROLL FORMED GLAZING BEAD / \ LEAF WIDTH TYPICAL ATION c I 14 ( XO SINGLE LEAF DOOR WITH SERIES 925 SINGLE HUNG VDW INSERT S.R. WINDOW DOOR c 5/16"LAM. CLASS PARTIAL.ALUM CLAD PLYWOOD _ WINDOW INSERT OPTION GL.A71NG DETAILS SWCIA LBAF (X) DOORS . �i Q Elw!JAVAD AH7 Aa g WITH CURB-A-TECH S.R.WDW.INSERT • DESIGN LOAD CAPACITY - PSF FlaN72 b8p11 7/10°IAM.GLASS r•, q 1 1 e ,$ , DOOR DOOR 7/8°GVSUL LAM.GLASS '' �• IS ,,,`,:,l.N.a r $ �t FRAME WIDTH FRAME HEIGHT PARTIAL.ALUM CLAD PLYWODD NOTE: (INCHES) (INCHES) INT.(-) LOWER DESIGN PRESSURE OF SINGLE LEAF DOOR `y),"E`Y•'(F 2012 . drawing no. OR SINGLE HUNG WINDOW(UNDER SEPARATE APPROVAL) W12-19 43" 96° 65.0 70.0 OR SIDEUTE SHALL CONTROL THE ENTIRE ASSEMBLY. 6 1 �'i• (sheet 3 of 14) DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR DOOR r v STATIONARY PANEL(0)OR DOORS WITH SIDELITES FRAME SIOFLITE SIDELITE FRAME SIDELITE FRAME SIDELITE SIDELITE FRAME SIDELTlE FRAME t� V (SEE NOTE BEd) WIDTH WIDTH WIDTH MOTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH Lq SIOELOE SIDE_LITE TO SIDELITE SIDELITE TO DOORStDELITE FRAME WIDTH HEIGHT W/O REINF. WITH REINF. T1/0 REDNF. 191TH REINF. / // // / \ O INCHES INCHES EXT.(+)IM.(-)EXT.(+)INT.(-)EXT.(+)WT.(-)EXT.(+) IM.(-) F 2+ 83.0 70.0 85.0 70.0 85.0 70.0 55.0 70.0 /✓ % ' %� 30 83.0 70.0 85.0 70.0 BS.O 70.0 63.0 70.0 36 80 85.0 70.0 83.0_ 7ao 63.0 7 . 0.o esa 7D.p 42 65.0 70.0 83.0 7Q0 8SA 70.0 85.0 70.0 LL41 ".1 48 24 65.0 70.0 65.0 70.0 83.0 70.0 65.0 70.0 30 65.0 70.0 83,0 70.0 85.0 70.0 85.0 70.0 Q 38 54 UD 70.0 85.0 70.0 65.0 70.0 83.0 70.0 f ; (oxo) (xpo) (xox ) I dj w 9 42 65.0 70.0 83.0 70.0 BS.O 70.0 83.0 70.0 ` / (00X) 48 58.8 8I.3 38.8 61.3 58.9 81.3 38,9 81.3 SIDELITE DOOR FRAME SIDELTIE DOOR FRAME SIDELITE SIDELITE SIDELITE ODOR FRAME LL Z� 24 83,0 70.0 63.0 70.0 65.0 70.0 +8.0.765-i WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH N7DTH WIDTH g 30 64.0 70.0 65.0 70.0 65.0 70.0 IeSi 36 90 BS.O 70.0 BSO 70.0 83,0 70.0 42 65.0 65.9 85.0 70.0 65.0 65.8 45 8D.7 82.J 80.7 83.3 80.7 64.0 24 65.0 70.0 83.0 70.0 83.0 87.4 55.0 70AAll 30 65.0 70.0 65.0 70.0 61.8 61.8 85.0 70.0 36 96 81.3 613 83.0 70.0 373 573 65.0 70.0 L Y 42 33,7 33.7 83.0 70.0 53.7 33.7 BSO 70.0 24 85.0 70.0 65.0 70.0 63.2 83.2 _63.0 70.0 30 BS.O 67.8 #. 7,0.0 36.0 58.0 85.0 70.0 O qo 38 96 57.3 $7,3 0.0 33.7 33.7 85.0 70.0 (OXX ) (OxXO) U r� ( ) ( XX00 ) 42 50.3 40.3 .0 50.3 50.3 65.0 70.0 SIDELITE XXD ( 0XOOXO U M WIDTH I I N gt F F' SIDELITE DOOR FRAME SIDELRE SIDEUTE 8f WIDTH WIDTH WIDTH WIDTH �n 3 r i \ / c� REINFORCING \ / 464�k REINFORCING (p) AS READ. SEE CHART (OXXOO) (OOxx0) _ � y Ir1M NOTE: e m lSk GLASS CAPACITIES ON THIS SHEET ARE q R -- BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION -, DECLARATORY STATEMENT DCA05-DEC-219 n Y SIDELRE WIDTH _ DOOR FRAME WIDTH L SIDELITE MOTH DOOR FRAME WIDTH i (X) OR(XX) (X) OR(XX) En9r.JAVAO AHMMYo i cm SIDELITF, TOSIDEI ITE SIDELITE TO DOOR FLA.PE t 70592 Li CAN.3538 NOTE: j FOR DOORS CAPACITIES SEE SHEET 1, drowf�i FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHARTG 2 Z0r2 (W12-19 WILL APPLY TO ENTIRE SYSTEM. sheat 4 of 14 LOCK OPTIONS: ACTIVE LEAF: ACTIVE LEAF: ACTIVE LEAF ACTIVE LEAF: SURFACE MOUNT DEAD BOLT LOCK BY'SULLIVAN&ASSOC.' 4 PONT LOCK SYSTEM BY'INTERLOCK'AT 39" 4 POINT LOC(SYSTEM BY'INTERLOCK' AT 39" 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" a AT 45"FROM BOTTOM,KEY OPERATED ON FROM BOTTOM FROM BOTTOM FROM BOTTOM Z EXTERIOR AND THUMB TURN ON INTERIOR HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS O FASTENED TO ACTIVE LEAF LOCK STILE WITH ENGAGING AT HEAD AND SILL ENGAGING AT HEAD AND SILL ENGAGING AT HEAD AND SILL (2) 1/4-28 X 2-1/2"OH MS KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON y LEVER TYPE METALLIC HANDLE AT 37" FROM INTERIOR INTERIOR INTERIOR BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE FASTENED TO ACTIVE LEAF LOCK STILE WITH FASTENED TO ACTIVE LEAF LOCK STILE WITH FASTENED TO ACTIVE LEAF LOCK STILE WITH WITH (2) 86-32 X 1-3/4"PH MS. (2) QB-32 X 2"CH MS (2) 0e-32 X 2"OH MS (2)#8-32 X 2"OH MS CONCEALED FLUSH BOLTS BY 'SULLIVAN &ASSOC' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, INACTIVE LEAF: INACTIVE LEAF; INACTIVE LEAF: 8 r LOCATED AT 12"AND 68"FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN &ASSOC.' 2 POINT LOCK SYSTEM BY'INTERLOCK'AT 39" CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' V FASTENED TO LOCK STILE WITH MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, FROM BOTTOM MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, �8 % 3/4"FH SMS(2)SCREWS PER BOLT LOCATED AT 12"AND 08"FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT LOCATED AT 12"AND 66"FROM BOTTOM ^p FASTENED TO LOCK STILE WITH HEAD AND SILL FASTENED TO LOCK STILE WITH QO INACTIVE LEAF #6 X 3/4"FH SMS(2)SCREWS PER BOLT FASTENED TO INACTIVE LEAF LOCK STILE WITH 88 X 3/4"FH SMS (2) SCREWS PER SOLT Q" (2)0e-32 X 2"OH MS CONCEALED FLUSH BOLTS BY 'SULLIVAN &ASSOC.' 3 INSID E LFACE OFTED LEAFSTILES MOUNTED LOCATED AT a >i 28"FROM TOP AND 12"FROM BOTTOM O FASTENED TO LOCK STILE WITH ®8 X 3/4"FH SMS(2) PER BOLT d 1 I 11 1 8 O \ L.\ / \INACENE\ I ACTNE ACTIVE \ INACTIVE AC1NE INACTIVE j ACIA'E (� ACTIVE Q 3 io 02. c -3/18"TEMP. GLASS 3/18"HEAT STREWO GLASS 1/4"AIR SPACE WITH OPTIONAL MUNTINS HINGES 3/16"HEAT STREN'D GLASS ALUMINUM/ST. STEEL HINGES BY 'SULLIVAN &ASSOC. .090"INTERLAYER o (3) HINGSAFLEX PVB BY'SOLUTIA'ES PER LEAF AT 11-1/8"FROM TOP$ BOTTOM .090"INTERLAYER tt AND AT MIDSPAN SAFLEX PVB BY 'SOLUTIA' � ST. STEEL HINGES REQUIRE BACK-UP PLATES 3/16"HEAT STREN'D GLASS QIk 3/16" HEAT STREN'D CLASS NDA/ SILICONE ` ftewt J DOW CORNING 995 SILICONE S4 •�/�4+af,�.- c o-' ; L' \ DOW CORNING 995 Svvd11 i u\� y1 o Q y 27 iii \ \�v� 27 c� 16 E^9r.J VAD WMAD c ,o 1 ) 1 FIA PES/7052 ffi n CAN.3638 $ drawing no. 7/16"LAM.GLASS 7/8"OVERALL NSUL LAM.GLASS G 2 S 20t2 YY 1 2-19 GLAZING OPTIONS sheet 5 of 14 9/18'NLN. TYPICAL ANCHORS Igy 2BY WOOD BUCK U THROW BOLT EDGE DIST. SEE ELEVATIONS DGE DIST. WOOD BUCK OR �4� m PENETRATION FOR SPACING - .- W000 STRUCTURE KETAL I SEE NOTE SHEET 1 EDGED STRUCTURE a EDGE DIST. 0 L� j TYPICAL ANCHORS a TYPICAL ANCHORS TYPICAL.ANCHORS SEE ELEVATIONS ELEVATIONS SEE ELEVATIONS FOR SPACING ------------------- FOR - - - aQ FOR SPACING I I 3 I I 7 I I MIAMI-OADE COUNTY APPROVED�I �r i I 1j CUPPED MULLION �I SEE SEPARATE NOA i i 41 -------' ' WOOD BUCKS AND METAL STRUCTURE NOT BY CURV-A-TECH CORP. i II MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM x O II AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPICAL ANCHORS ! I. SEE ELEVATIONS _ 1/4" DA ULTRACON BY 'ELCO (Fu=177 KSI. Fy.155 KSI) FOR SPACING i !! INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD I !! � W THRU IBY BUCKS INTO CONIC. OR MASONRY Wa I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY UM m WDIRECTLY INTO CONC. OR MASONRY W o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY W Q14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) y o� 1, � ljJ II ii INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) ery INTO METAL STRUCTURES °f STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) o i!i! ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) r I.I TYPICAL D DISTANCE is!: INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1' MIN. 9 INTO METAL STRUCTURE = 3/4" MIN. �M�sa .lwe yl,gw7yy� c li i 7 CONCRETE AT HEAD. SILL OR JAMBS f'c a 3000 PSI MIN. 9 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. ► 28 28 2 ANCHORS MAY BE HEX OR FLAT HEAD. �--�� +n� u m WEEP SLOTS -6 �I S OPTIONAL ii ' SEALANTS: b < ALL JOINTS AND FRAME CONNECTIONS SEALED WITH O 'SCHNEE MOREHEAD 5504' SEALANT. i •• Engr:J CIVIL �'. •0 0 --- _ FLA.PEe 70592 g a . C.A.N.'J5J8 f. TYPICAL ANCHORS 0 EDGE DIST. SEE ELEVATIONS K. 1/2"MIN. FOR SPACING 11/� n 991 W1 b'? drawing no. LT PENNETRATTHRWTIION M p DOOR DETAILS sheet 6 of 14 1/4-MAX. O ASTRAGAL FASTENERS 1/4'MAX. N /10 X 1/2'FH MS D SHIM 3 AT 1/4 3/4'FROM ENDS 1�, m TYPICAL ANCHORS 19 AND 12'O.C.MAX. ,WOOD BUCK O SEE ELEV. 0 3S1yk5 FOR SPACING ACTIVE LEAF 26 28 _ 13 24 W 13 _ _ ( -e TYPICAL ANCHORS to LEV FOR SEE6FACINO Q n 4, •'"' V can 19 1 D.L.OPG. METAL —' STRUCTURE LEAF WIDTH EXTERIOR LOCK OPTIONS SEE SHEET S - BOOR FRAME WIDTH 1/4- MAX. p 1/4'MAX. . SHIM FIM-. O O isDi M LOCK J TYPICAL.ANCHORS 16 SEE SHEE>°3S OR WOOD �lt I W) _ SEE ELEV:' FOR SPACING --- -- WOOD SYR RE ACTIVE LEAF INACTIYB LEAF EE NOTE EET 1 n O - 28 T8 24 n e . 13 T4 O e ° 13 e.e ' 23 O^ 17 TYPICAL ANCHORS r 7 D.L OPG. SEE ELEV. FOR SPACING Q LEAF WIDTH EXTERIOR LEAF WIDTH DOOR FRAME WIDTH m ry EW.!AV AKMAD t o e1 FLA PE 9'70492 CAN. i' drawing no. DOOR DETAILSAUG 2''9 2012 W12-19 sheet 7 0/14 U TYPICAL ANCHORS EDGE DIST. IBf SEE ELEVATIONS WOOD BUCK .EOGE DST.... FOR SPACING R : 0 e OO u Ilk- 2 ii I I. 9/18"ACCESS HOLE Q d 4 li O O CAULK °S� 1 I! 18 1 I I i 19 4 i y 29 29 II 26 z ;i (ti II O _ I It Q P7 li 1 'I'I GS g a li i i i 23 EXTERIOR ]w o d 1 9 L.0 11 i! D. OPG. �Z p W = o W 18 19 LEAF WIDTH �J 0 11 1 J E I: I N 2221 SIDELITE WIDTH DOOR FRAME WIDTH FRAME WIDTH O 1 ! is TYPICAL ANCHORS li II II SEE ELEV. 9 19 O 3 O I isi I FOR SPACING i ( I!i I fAMr 2 I I ii ii I�fdlKl � it ii I I iii' .._..___.._.._ II .. .._.._.._.._...... .._.. I. N 14 O C 2 it a D.L.OPG. EXTERIOR "c D.L. DPG. c © G, SIDELITE WIDTH _ ..DOOR FRAME WIDTH N HI-PROFILE E� LOW PROFILEELITE Ener.. Ap AHh}AD c I/ CML` FLA.PE� 70592 CANT ' o • " v • o " drawing no. EDGE DIST. TYPICAL ANCHORS EWE DIST. TYPICAL ANCHORS FOR—KSEE SPCC FSEE OR SPACING SIDELITE DETAILS W12-19 sheet of 14 4.000 1.750-"{ .125 I 518 2.125 .750 US)i� 0.375 [� .979 .045 .888 + Z v q 1.750 q--- J 078 -A 4.187 4.000 '�7 0.312 TYP. I 2.083--d kJ I ,-�� .888 s OUTER GLASS STOP � _-Voil{----Tr 14 7/16•GLASS 2.125 i DOOR FRAME HEAD/SILLL r 4.000 2.OD0 JC 123 7 LEAF RAIL & STILE 1 012082 730I I vY e3�p 8 1.750 1.730 .703 ® O - 16-DW Of 55TEEL PIN I © a rI 1 INNER GLASS STOP I S 3.375 5.000 15 7/16.CLASS --_� 078 3.250 3.000 TYP. 076 z TYP. B � ®+ .703-7[-]9'3 703 2A00 I iS u 3 e CHAIR RAIL I ,t O INNER GLASS STOP Uo SIDEUTE TOP & BOTTOM FRAME t3" 1NSUL GLASS HI-PROFILE 2.024 .078 i9 ALUMINUM HINGE c3 v g Qgi8��{ �4A00 .123 1.090 N 010-24 MS 3- .727 4.500 v rn 1.873 1,750 t7 ASTRAGAL ADAPTER .125 3.722 062. 078 1 TYP. LJ"-¢ 1 2.072 71 r Nlglrk®IM c OSIDELITE TOP & BOTTOM FRAME 8 i i a' 6 LOW PROFlLE 2 FRAME COVER SIDELITE ALUM REINF. Loll 1.750� 50- I 1.307756 IImo- 078 IRA'? _. .tat tVp. .125 TYR STEEL HINGE 4.000 =79 4.000 4.188 .737 I� Erb:JAtl 0"M: yS, •o q [74�7 L L 7 050 �1.387 CA.lh 3538 1.875-W 1.500�1 12 I d1� .078 roving no. .7871 d O O O 2-19 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE SLIP ON JAMB LEAF ALIGNMENT BRACKET 16 SNAP COVER AUG ZO{2 Sheet g of 14 ITEM# PART g WQD. DESCRIPTION 14ATMAL M W./SUPPLIBR/REMARKS �tljj 1 0301 2/ DOOR DOOR FRAME HEAD/SILL 8083-TS - O1 2 0302 2/DOOR FRAME COYER 8083-T6 N 3 0303 2/DOOR DOOR FRAME JAMB 8083-T8 - 0 4 C305 - 2/SLDELLTE SIDEUTE TOP&BOTTOM FRAME 8083-TB S C303 2/SMEUTE SIDEUTE FRAME JAMB 8083-T6 - __ I 8 C307 AS REOD. SMlEUTE SLIP ON JAMB 8063-TS - 7 C308 4/LEAF LEAF RAIL AND STILE 8083-TB - 8 C313 2/SIDELITE SIDELITE TOP&BOTTOM FRAME-LOW PROFILE SC83-T8 - n 9 C318 AS RECO. CHAIR RAIL 6083-T6 - Q _ - N 12 C314 4/LEAF LEAF ALIGNMENT BRACKET 6063-T8 - 13 1/8"% 1-1/2- 2/HINGE LEAF &HINGE BACK-UP PLATE 8083-T5 FOR ST. STEEL HINGE ONLY �- 14- C311 4/LEAF OUTER CLASS STOP(7/18°GLASS) 6083-T8 - Q p 18 C310 4/LEAF INNER CUSS STOP 8463-TB _ 18A C313 4/LEAF INNER MASS STOP(NSUL GLASS) 6083-T8 - 18 0304 2/DOOR SNAP COVER 6463-T8 - J9C� 17 C309 1/LEAF ASTRAGAL ADAPTER 8083-T8 - to AS RECD. SIDELITE RENF.CHANNEL 3003-H14 - F 19 FO-101 3/LEAF HINGES ALUMINUM SULLIVAN&ASSOC. O 19A CH-108-BS 3/LEAF 4-1/2'X e HINGES ST.STEEL SULLWAN&ASSOC. 22 X10 X 3/4' 3/CORNER FRAME ASSEMBLY SCREWS SMS N 23 #10 X 1/2' 11/HINGE ALUM HINGE INSTALLATION FASTENERS - FH SMS O ID 23A 1/4-20 X 1/2' B/HE ST.STEEL HINGE INSTALLATION FASTENERS ST.STEEL FH SMS K 24 - AS RECO. 3/8'DIA THREADED ROD STEEL AT TOP AND BOTTOM&CHAR RAIL 28 C22318KN AS RECD. ASTRAGAL.W'STRIPPING - ULTRAFAB 28 F2481 BXN AS RECD. BULB W'STRNPINC SANTOPRENE EPDM o �` 27 C317 AS REDD. I GLAZING WEDGE S4NTOPRENE CENTRAL PLASTICS 28 - AS REOD. I BULB W'STRIPPING VINYL IJ v I �ch 0 NW4WI l48 soft es n Engr. JAW AHMAO n 1 r 3 543892 O drawing no. � AVE ,2x12 W12-19 sneer 1 p of 14 22 � Q zJz 6 o DOOR FRAME TOP & aOTTOM CogNFa SIDEUTE TOP & BOTTOM CORNER v SIDELITE TOP & BOTTOM CORNER xn Lilllin: 1 X 2 X 1/16' ALUM TUBE 12 TUBE FASTENERS 010 X 1/2 FH MS ASTRAGAL FASTENER � "w /10 X 1/2'FH MS Oj>> 1 i' MAIN c o `Z i SMI IYNuI G m C Q 24 EW %0 AHMMCwt 1 1 FIA..#"00 GA.NI., FLUSH BOLT GUIDE TOP & BOTTOM a tlrawmg no. ; aF TOP & BOTTOMOR C 7.012 W12-19 sheet11 of 14 EDGE GIST, SEE EL ANCHORS SEE ELEVATIONS V . ee FOR.SPACING ,I I 11 1 mii;l R d I 1 V tn_i I I 7 d0 /y�yyIyy'�O 1A CLASS "�IITTTTLL ICCCrr: WRV-A-TECH S.H.WOW. O UNDER SEPARATE APPROVAL tj 1 1 II � II II It I 8 W C in a I Iyy I � I, S I I 24 LtJ L 7 I CHAIR R RAIL II I 8 W j ii i C-4Ste. �yQ� n ?C) j 7/16"IAM. GLASS VRU',OMi 2 7/8'LAM.INSUL. GLASS 1 OR PARTIAL ALUM CLAD PLYWOOD I mm r � � Qllae1lDelit o I 1 W I I MAX.PARTIAL ALUM CLAD PLYWOOD PANEL NOT TO EXCEED FOR SIDEIM 38-1/4°WIDTH X 35-3/4°HEIGHTEIG FOR DOOR 28-1/8°WIDTH X 35-1/4'HHT ]G a Cb O I ~C 1 1 �l II,.Y j 28 28 2 -- 1 v I N u u i 9D AFAIAD 1 e i 11' FLA ,l78582 538 n Ain a v c qBrowing no. °EOCEoDIST. Ll TYPICAL VARS SEE ELEVATIONS l 2-19 FOR SPACING I I.. shoat 12 0l 14 1/4'MAX. CURV—A—TECH S.H.WOW. SHIM © 3 VENT WIDTH_. ._. UNDER SEPARATE APPROVAL r TYPICAL ANCHORS CR� 18 N SEE ELEV. • 18 Z j FOR SPACING e. r--11 1 Q p6 28 8A 13 24 11 Ifs n 13 11 11 __ ,4• � � 11 o 19 3A D.L OPG. 28 O.L OPO. i a � MAX. WINDOW WIDTH 31 9/18' SIDEUTE WIDTH TYPICAL ANCHORS MAX. LEAF WIDTH -39" LOCK OPTIONS SEE ELEV. SEE SHEET S FOR SPACING J, --- FRAME WIDTH Z .73t O 1/4"MAX. F�q SHIM C PARTIAL ALUM CLAD S 3 PLYWOOD PANE! O 18 18 a � e O W_ tai �O 28 is II O MAX. LEAF WIDTH 39" SIDELITE WIDTH c IBY WOOD BUCK C FRAME WIDTH t41!>•1 f C 0 S o C.V..JAVAO AHIM 1 CARL FI'A PE"OW n C-kN. �. drowinq no. AUG` ?2012 W12-19 sheet 13 of 1411 I^-2.050 +' PfEM/ PART/ 9UANTtTY 9ESCRTP7TON MATERIAL MANUF./8UPPLOTR/RRMARRS .082 1A C-3001 1 FRAME HEAD 6063-T6 1� 1 1.250 .8120 2A C-3002 I FRAME SILL 6Q8J-T6 _ N -- 3A C-3003 2 FRAME JAMB 6083-T5 - O 4A C-3004 I FIXED MEETING RAIL 6063-T6i FRAME H an - llliiG IA 60 630005 SA C-3005 i SASH TOP RAL _ 6063-T6 - a 3 BA C-3008 I SASH BOTTOM RAIL 8063-T8 8A C-3007 2 SASH SIDE RAIL 6083-T5 - n �d 8A /8 % 1' AS READ. ASSEMBLY BREWS - P.H.SMS w a -- G]fi •�2 1DE 1'094 1.594 10A C-3088 4/VENT FACE GUMS 3"FROM ENDS NYLON - �P�1 11A C-3009 2/VENT SASH LATCH AT 6-1/4'FROM ENDS 6063-T6 WITH SS.LEAF SPRING Q m Qg TJ1.046 11.1 #8 X 3/4' 2/LATCH LATCH INSTALLATION SCREWS - F.H.SMS_ h 12A 3017-G AS READ. FIN sEAL PILE - ULTRAFAB —-- �r W 13A C-3011 AS REQO. BULB WEATHER STRIP.OUROMETER *70 SHORE A VINYL CENTRAL PLASTICS FIXED MEETING RAID 15A - AS READ. ALUM GLAZING BEAD ALUMINUM ROLL FORMED QBC063�TB 18A - 2 BLOCK&TACKLE BAUWCE 5/8"BOX, BLANCE SYSTEMS OR EOUIV. Q GT'1 3e 9u CURV—A—TECH S.H. WDW. SERIES 925 UNDER SEPARATE APPROVAL 1.082 - .082 �I I 1.500 -+H 1.312 b- A " SASH TOP RAIL O 005 6063-T6 1.624 F- 1.800 V 1.082 .082 O 812 SASH BOTTOM RAL OC-3005 8063-T-7 6 g O Bg8R ryFwMAf SSS .082 7 2.173 lIOM 9_ Dmk r N .750 e u - �b-2.062 -�{ 1.1281 O 6063-T-TS �_. 1014 I .082 Enq/:JAVAD AYNAD e e Q 1.062� 2'� —� FIA.PE"MO 3558 .082 - .812 [ ---'�' SH SIDE RAIL FRAME JAMB FRAME CORNER DETAIL 9 drawing 9 C-3007 � C-3003 VENT CORNER DETAIL - G.31�201' W12-19 8063-T5 6063-T5 sheet 4 of 1¢ M LJ M AM MIAMI-DADE COUNTY • D` PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENV fRN7DB G TORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) ,` I Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION" T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.eov/oera Cury-A-Tech Corporation 930 West 23rd Street Hialeah,FL 33010 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"940"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W07-59,titled"Series-940 Alum.Horizontal Rolling Wdw. (L.M.I.)",sheets 1 through 4 of 4,dated 08/06/07,with revision A dated 02/27/12,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 die Building Official. This NOA revises and renews NOA#07-0813.08 and consists of this page 1 at d 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. 12-0416.11 M APP ,ulcer Expiration Date: September 27,2017 Approval Date: July 19,2012 Page 1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-59, Sheets 1 through 4 of 4,titled"Series-940 Alum. Horizontal Rolling Wdw. (L.M.I)",dated 08/06/07,with revision A dated 02/27/12,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 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of h horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5262,dated 07/14/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA#07-0813.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by Al-Farooq Corporation, dated 08/01/07, signed and sealed by Humayoun Farooq,P.E. (Submitted under previous NOA# 07-0813.08) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment,and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16 2. Notice of Acceptance No. 08-0709.04 issued to Glasslam N.G.I.,Inc. for their "Safety-Plus II Laminated Glass"dated 09/11/08,expiring on 08/07/13. 3. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. Manuel-p .E. Product Contro*xapfiner NOA No. 1 416.11 Expiration Date: September 27,2017 Approval Date: July 19,2012 E-1 t Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated March 06,2012,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5262, issued by Fenestration Testing Laboratory, Inc., dated 07/17/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA#07-0813.08) G. OTHER 1. Notice of Acceptance No. 07-0813.08, issued to Cury-A-Tech Corporation for their Series 940 Aluminum Horizontal Sliding Window—L.M.I.,approved on 09/27/07 and expiring on 09/27/12. Manu ez,P.E. Product Con miner NOA No.12-0416.11 Expiration Date: September 27,2017 Approval Date: July 19,2012 E-2 DRSIGN LOAD CAPACITY-PSF(XO OR OX SIZES) �u B"MAX.TYP. 19"MAX. IT UT WTffl ij HEAD/SILL HEAD SILL WINDOW DIMS. SHEAR CLIP SHEAR CLIP CORNERS A / FALSE MUNTINS Z � J SURFACE APPLIED WIDTH HEIGHT EXT.(+) tNT.(-) EXT.(+) INT.(-) OPTIONAL 26-1/2° 70.0 70.0 70.0 70.0 Q kk Zd 37° 70.0 70.0 - 70.0 70.0 Gi a it II 5J-1/6° 26• 70A 70.0 70.0 70.0 p 74• 7DA 70.0 70.0 70:0 g � 26-1/2' 70.0 70.0 70.0 70.0 37• -3 70.0 70.0 70.0 70.0 53-1/8• 70A 70.0 70.0 70.0 40 n p �� 74" 70.0 70.0 70.0 70.0 , 4 � �1 26-1 2• 70.0 70.0 70.0 70.0 p Q o 37' 70,0 70.0 70.0 70.0 C C --'1---==_ _=II ----- 53-1/8" 5°-5/6° e8.7 68.7 70.0 70.0 3 a 7 . 56.7 70.0 70.0 a 26-11 70/2' 70.00 70.0 70.0 70.0 j o I u B i i i t 37' 65.5 65.5 70.0 70.0 53-1/8• 63° 49.7 49.7 70.0 - 74" 40.4 40.4 70.0 70.0 IQ 24° 70.0 70.0 70.0 70.0 Z 34 1/16" 33 15/18° 36" 70.0 70.0 70.0 70.0 F D.L. OPG. D.L. OPC. 48' 24° 70.0 70.0 70.0 70.0 37 1/8° I 80" 70.0 70.0 70.0 70.0 VENT WIDTH 72• 70.0 70.0 Tao 70.0 74" 24' 70.0 70.0 70.0 70.0 WINDOW WIDTH 3a' 70.0 70.0 70.0 70.0 V L j O 40' J6 70.0 70.0 70.0 70.0 v n 60' 70.0 70.0 70.0 70.0 2IIS�II TYPICAL ELEVATIONi M 72" 70.0 70.0 70.0 70.0 TESTED UNIT 24' 70.0 70.0 70.0 70.0 g Q a 38' 70.0 70.0 70.0 70.0 4B" 4B' 70.0 70.0 70.0 70.0 ] J 1/8"H.S.GLASS 60" 70.0 70.0 70.0 70.0 U of S W 72" 65.4 65.4 70.0 70.0 O 24" 70.0 70.0 70.070.0 .090"INTERLAYER 36" 70.0 70.0 70.0 70.0 SERIES-840OPTIONAL SAFI:EX DIG BY'SOLUTIA•OR SAFETY PLUS 8 BY'GLASSLAM' OR 48• 60• 57.2 57.2 70.0 70.0 ALUMINUM HORIZONTAL SLIDING WINDOW NON STRUCTURAL NTRrcLAs eY'DUPONT 60• 49.2 49.2 70.0 70.0 0 GLAZING CHANNEL 72" 44Z 44Z 70.0 70.0 0 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SILICONE APPLIED COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER 1/6'H.S. CUSS NOTE: v WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING OPTIONAL GLASS CAPACITIES ON THIS SHEET MZE MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. GLAZING BASED ON ASTM E1300-04 (3 SEC. GUSTS) LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL AND FLORIDA BUILDING COMMISSION WILL APPLY TO ENTIRE SYSTEM. DECLARATORY STATEMENT DCA05-DEC-219 H m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m ^Sry' REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY I I o a HURRICANE ZONE(HVHZ). i c WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 4 LOADS TO THE STRUCTURE. ,&VI JAVAD AHMAD PRODUCT RBVISBD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS CML as aoullAyhiy wit ft FlmAde j FLA,P Y.70592 Building Codd EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3$38 y GNOT PART GORTMOADINGG CONDITIONS NOT SHOWN IN THESE DETAILS ARE njim�S APPROVAL "r17 $ a 5 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLAZING DETAIL By drawing MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 07_59 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. SHUTTERS ARE NOT REQUIRED. AR 0 9 2012 sheat 1 of 4 TYPICAL ANCHORS SEE ELFV.FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS METAL. SEE ELEVS.FOR SPACING SEE ELEV.FOR SPACINGS e ' WOOD BUCK STRUCTURE __ _ ___ PPROVED___ _ _ w " d IIMUIMI—DAOE COUNTY A1' m Lm e 'IMULUON&NULLION ARMORS I' ❑ Z 0 IiSEE SEPARATE NOA SHEAR CUP 2"LONG AT FRAME HEAD II II ANCHORS ONLY 17 Sa, 10 TYPICAL ANCHORS 1 SEE ELEV. FOR SPACING 8 14 HEAD ANCHORS WITH SHEAR CLIPS �r 15 SEE SHEET 1 FOR CAPACITY .TYPICAL ANCHORS: SEE ELEV.FOR SPACING Z�: 1/4" DIA, ULTRACON BY •ELCO' (FU-177 KSI, Fyr155 KSh 4 t� 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ou 1-3/8" MIN. PENETRATION INTO WOOD Ai THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z i! DIRECTLY INTO CONC. OR MASONRY 9 F II II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a a 1 !y 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) W a INTO METAL STRUCTURES STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) c ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) U (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1AI v U 0 I i 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CIS) i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") 3 (NO SHIM SPACE) CRY) TYPICAL EDGE DISTANCE p INTO CONCRETE AND MASONRY - 1-3/4" MIN. (EXCEPT AT PRECAST SILL) INTO WOOD STRUCTURE = 1" MIN. 1 i INTO METAL STRUCTURE - 1/2" MIN. r TYPICAL ABHORS is II s zo SEE ELEV.FOR SPACING SEALANTS: c 14 ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION °R 12 SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. 2 WEEPHOLES 21 �M P+� wl W1 - 3/8" NOTCH IN LEG AT EACH END W3 W2 - 3/16" X 2" NOTCH 4 PER SILL _ 5 W3 - 3/16" X 2" NDTCH 3 AT XO & OX SIZES B 13 W4 OPEN CELL FOAM PAD (1/2"X 3/4"X 3-1/4") AT EACH W3 c< ly W4 - 1/2" X 1/8" NOTCH AT SILL TRACK o " AT 1-1/4" FROM EACH END (XO OR OX SIZES) S ;. de Engr JA ANMAD o ° a e - 20Y 9' PRODUCT REVIS® I WOOD BUCK AA.PE pLy0.S92 asw oyftwfthftFwrwa e 9 I No CAN.'�38 IA1aUoty" n 1-1/18"MIN. TYPICAL ANCHORS o v e ° " � �� EDGE IST. SEE ELEV.FOR SPACING BY0 WOO�KA METAL STRUCTURES NOT BY CURV—A—TECHSILL MUSS IMPOSED BY GLAZING SYSTEM W07-59 PACITY USE COLUMN WITHOUT SHEAR CUP ONLY ANDM TO THE BUILDING STRUCTURE. sheat 2of 4 � ITEM PART# QUANTITY DESCRIPTION MATRRIAL MANP./9ITPPIJRR/REMARK9 u 1 10248 1 FRAME HEAD 6083-T6 - 2 10845 1 FRAME SILL 8083-T6 t; 3 10847 2 FRAME JAMBS 8083-T6 - Z 4 11822 1/VENT H.D.FIXED MEETING RAIL 8063-TB - 0 ad S 10848 1 SILL TRACK 6063-T5 - LLG. 6 10250 2/VENT VENT TOP/BOTTOM RAIL 6063-T6 - MIAMI-RADE COUNTY r-__-� TYPICAL ANCHORS 7 - 1/PENT 8/18'BOX SCREEN - APPR.D CUPPED MULUON I I I I SEE ELEV. FOR SPACING 8 10257 2/VENT VENT SIDE RAIL 8063-TB SEE SEPARATE NOA 1i i1 9 11623 1/VENT H.O.VENT INTERLOCK RAIL 6083-T6 - a 10 C-3065 4/VENT WHEEL HOUSING&GUIDE NYLON - �en11 I I j 11 C-3056 2/VENT ROLLER PIN ST.STEEL - L 12 C-3085 4/VENT VENT FACE GUIDE NYLON -13 - 2/WINDOW WEEPHOLE NOISING& FLAP NYLONOR CELCON -14 - AS READ. ROLL FORMED GLAZING BEAD ALUMINUM -�.._.___.15 99S AS READ. GLAZINQ COMPOUND S0.ICANE DDW CORN6VG 16 7918-187 AS READ. FMSEAL WEATHER STRIP I j i H 17.. _. .#8 X'1* AS REOD. ASSEMBLY SCREWS .--_- 1�-__�I ----- ---- 18 - 2/VENT SWEEP LATCH ZAMAK AT 7-1/4•FROM EACH END .-. . _. _ _ w 18A 10255 2/VENT ALUMINUM VENT LATCH 6083-T6 - _18 C-3081 4 LATCH SPRING CUP ST.STEEL - Z gI WINDOW WIDTH WINDOW WIDTH 20 C-3057 3/VENT BRASS ROLLER 0 R{ 21 ®8%3' 1/VENT FIX. RAR BOTTOM SCREW 22 - AS REOD. SHEAR CUP 8083-TB 2°LONG Q �S TYPICAL ANCHORS VENT WIDTH SEE ELEV. FOR SPACING gg <1N1/4- N1/4-MAX OPTIONAL TO o3 SHUA SWEEP LATCH © p E 1/4•MAX. p 19 g O O S111M � U rn � Rp O.L.OPO. METAL _ _ ._ STRUCTURE 3 8 TYPICAL ANCHORS 1/4'SHIM NO = 18 - FOR SPACING e C r O� 17 WAD B 16 C 14 a ----------SCREEN OPDONAL --- .-. .. .. WODO STRUCK I 7 1BY 4 v eWOOD BUCKS__. c m _. D.L.OPC. u N e a EXTERIOR l i WINDOW WIDTH_ 13 ftwithomplarma TYPICAL ANCHORS XO LAYOUT FLA PE a 592 B�� '; FOR S ACING OX OPPOSITE C.A'N.3538 �� ? drawing no. M R A 9 20i2 W07-59 sheet 3 01 4 2.000 r' .082 .092 1.824 17 n .812 Z 2.500 1.126 - 1 Q a / 17 a, 1.0I F VENT DE RAJ O ,0257 S 6 6102576 FRAME HEa_n O 10248 1.500— .750 .500.750 �6�0 y 1.082 �— � 1.872 �I .812 1.062 (� VENT TOP/BOTTOM RAIL H.D, VENT INTERLOCK RAIL © 10250 O 11823 Z , 610250 9 811823 921 FRAME TOP SCORNER 0 17 1,149 4 -- 1.971 $WD 1.499 =w O SILL TRACK U M l l 60834 T5 v ffi1 N L3 2.187H.D. Fl:ED MEETING RAIL O11822 /' 1 9083-TB U UMf 3.312 943 I 1___f.240 2.312 .050 O SHEAR CLIP O22 eo93-TB VENT CORNER � FRAME Sl I O10845 6083-T5 6i « 1548 - o© .082 1 Eopr: AVfC AMM 2.165 PRODUCT Rwithtw 3 meq' mmmldyhtywilhtlnFfurlde 3 T CAPIu.35 g� AScceptomw N / �' 1 o $ �-I id .812 By drowing no. .ERAME JAMB ! W07-59 O Deal MA0 2012 6063-Ts sheet 4 of 4 i M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,EN I TORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATI N S QN T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N©A www-mi amidade.govI)era Cury-A-Tech Corporation 930 West 23rd Street Hialeah,FL 33010 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 boon designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. M95-19A,titled"Aluminum Tube Mullions",sheets 1 through 5 of 5,dated 12/07/95,with revision D dated 04/12/12,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: Lame 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 and renews NOA#08-0813.08 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. NOA No. 12-0430.02 WMLAM,10REcourrr�r Expiration Date: March 28,2018 Y7/ F119 Approval Date: August 02,2012 Page 1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95-19A,titled"Aluminum Tube Mullions", sheets I through 5 of 5, dated 12/07/95, with revision D dated 04/12/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed windows mulled together,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL 5636,dated 06/12/08, signed and sealed by Carlos Rionda, P.E. (Submitted under previous NOA#08-0813.08) 2. Test report on: 1)Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation diagram of aluminum fixed windows mulled together,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-96-1054, dated 02/01/96 signed and sealed by Hector Medina,P.E. (Submitted under previous NOA# 07-0424.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC- 2004/2007,prepared by Al-Farooq Corporation, dated 07/22/08; updated to comply with FBC-2010 on 04/16/12,signed and sealed by Javad Ahmad, P.E. (,Pardaffy submitted under previous NOA# 08-0813.08) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated April 16,2012,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 08-0813.08, issued to Cury-A-Tech Corporation for their "Aluminum Tube Mullion",approved on 10/02/08 and expiring on 03/28/13. an na ez,P.E. Product Con rol aminer NOA No. 12-0430.02 Expiration Date: March 28,2018 Approval Date: August 02,2012 E-1 y ,.WO p- I 1 ^— t ,.760—q r' I I BOB -- 4,uV .. 0_125 � 888-�{I TYP. 2.000 2.000 1 _ _ _ Z m 090 .126 1.938 O ,.938 I 1 X 2 % 1/B° 4.600 7YP. j .123 I TYPICAL LL O TUBE MULLION I I GLAZING PR13DUCT I 6063-T6 F^-----4.898 I -7 (�G 1.000 p MULLION CLIP (6D83-T6) MI 1.00D a QQQ�u HALT.TO ANGLES) LEGS REMOVE TYPWINDOW FRAME �3 Q n 8 CAL CLIP TUBE S MUST BE CUT TO FIT SNUG V OD INTO TUBE MUWONS 3.000 ,26 1-3/4 X 4-1/2 X .090° �L480� 2.000TYP TUBE MULLION ' 8083-T8 MULLIONS CONTAINING TYPICAL GLAZING PRODUCT �2'D0°� 123 2.010 HORIZONTAL OR VERTICAL o 2'123 2'123 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 % 3 X 1/8° I UI o —If TUBE MULLION 0 P 6083-TB i.Otm .1253.900— 11.480 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 3 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED 2 M' a. IMPACT AND NON-IMPACT RESISTANT PRODUCTS. 000 rn' MULLION CLIP {eD63-r6) MULLIONuP w O (ALT.TO ANGLES) LEGS REMOVED - - DO V Wo CUP LENGTHS MUST BE CUT TO FIT SNUG U p 126 INTO TUBE MULLIONS. RECTANGULAR ALUMINUM TUBE MULLION ~ r+f Typ USING MULLION PROPERTIES ONLY NOTES" Z (4 4.000 •126 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 2 X 4 X 1/8° 2.000 HURRICANE ZONE (HVHZ). J TUBE MUS ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE U P_ 0063-TS APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. [I— -2,000--j �BUCKS OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER '(p 2.000 ANCHORS SHAD.BE AS USTW.SPACED AS SHOWN ON DETAILS,EMBEDMENT gmg 1 X 4 X 1/8° TO BASE MATEIM SHALL BE BEYOND WALL COVERING STUCCO,TILE ETC. TUBE MULLION ANGLE CLIP (6063-T6) ( )• 6063-T6 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS co g 0 ARE NOT PART OF THIS APPROVAL R C S 1.760 ) �1� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 123 MAnT^S INCLUDING BUT NOT UNITED TO STEM/METAL SCREWS,THAT COME INTO TYP. '.. -• MATERIALS MEET THE REQUIREMENTS FLORIDAOF THE CODE SECTION 2WJ yy C 0 g g ffi TYP. 6.1X70 INSTRUCTIONS: THIS NOA IS NOT VALID WITHOUT CORPORATE SEAL ^ o s S OF CURV-A-TECH CORPORATION AND A LABEL AFFlXED. m USE CHARTS AND GRAPHS AS FOLLOWS. � 4.000 STEP 1 DETERMINE DESIGN LOAD REOLARED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE DADE COUNTY APPROVED OWING PRODUCTS MEETING Enga VVcA7 AHMAD a 12 ABOVE LOAD REQUIREMENTS. PRODUCT REVISED m compl � YIOTyjUH Fhrlda FLA.PEf 70692 'r STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Bml �� CAM.35M APPVAL USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH AalxptMlco�NoN1 °fl2 1 .I I y STEP 4 DESIGN RATING MORE THAI DESIGN LOAD SPECIFIED \ O IN STEP 1 ABOVE. By ApD617 drawing no.1-•3/4 X 4 X .090° 2 % 6 X 1/8° USING ANCHOR TYPES ON SHEET 4,AND ANCHOR GRAPHS M tN,IL ♦�2 BS TUMULLION TUBE MULLION � ON SHEET 3,SELECT ANCHOR TYPE WITH OESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE, M95-19Ash0et 1 01 $ 6063-T6 6063-T6 m MULLION LOAD CHART i9 MULLION LOAD CHART m MULLION LOAD CHART �V m � 1"x2"xl/8" TUBE .1 1`x3"xl/B" TUBE 1`x4`xl/8"TUBE 6063-T6 SX2X 6063-T6 1X3X - 1-3/4"X4"X.090`TUBE 5 - /g" �MUWON Z �' Ahf I I I T_T_ 6063-T6 X1X4 m Z 0 i — - PCRODUC`r PRODUCT- CLAMS � F .a s N ppI 0�` p0. a ta - 4-1_/ Wt L--=�1 8ry .ami Q m d m Qm ARCHES TO BE INSCRIBED Go O m p CD INSIDE RECTANWIAR SWE Nm Z@ m HORIZONTAL MULLION LL ej LLJ Wr W F O NG 10 3" .mO 4 .,% PODRODUCCT m m m W to toto in o 4 1 4" zGLAZING GLAZING :3 F PRODUCT PRODUCT _j m " m 20 30 40 50 60 70 80 20 30 40 50 60 70 80 20 30 40 50 60 70 80 �_ uuwoM sPAN m v w o 4 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES n M m MULLION LOAD CHART m MULLION LOAD CHART ANCHOR LOAD CHARTT m- m + 1-3/4"x 4-1/2"x.090"TUBE x b" TYPICAL MULLION ARRAN M NS z <c"I ce f TU 6063-T6 75X45 5 - / 6063-T6 2X4X 3- 8- m 6063-T6 2X6X WIDTH ( � a Wt +W2_1o ?� -N+ 2 U rn m O lkti ti 4.mNOTE: In 5 a 4 CL m 9 ,. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. g a m (INTERPOLATION BETWEEN WIDTHS ALLOWED)) c oJm om om 1 2" zm zm zo] �m _ o® 6 og lei "sa MULLIONS m J tR o — - 4..Lo Eepn NAv AIiMAO 'PRO DUCrRBVM 6 � ' FSA,pE pp 70592 `,x?BPIY�WltktbeRlefl16T � CAN.35�� '.�N��g Code m- _ m '\ /,t+�:.mw Ido 20 30 40 50 60 70 B0 20 30 40 50 60 70 80 20 30 42 50 60 70 80 17 X012 a drawing TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHESM95-19A sheet 2 of g u � m ANCHOR LOAD CHART m ANCHOR LOAD CHART ANCHOR LOAD CHARTL z � � ANCHORS TYPE A i TYPEA A ni-vAv- m NS- N - m 3838 ML SA m ~ 6 8t LL Ian oma a a IT 7 -i Ar I 1I m 0 - Q - Q am a �b � J co 0 co ., _j I'L m J z 00 �— Nr Nr _ N W _LLI NLL IS C30 m Q q� m m K vS N In U�o +1 ANCHORS TYPE I ANCHORS TYPE C _ M 7YPE8 m TYPEC La Z N �{ 20 30 40 50 60 70 80 20 30 40 50 60 70 80 20 30 40 50 60 70 80 4 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES Urn O __ME ANCHORS TYPE HORIZONTAL MULLION ORA,e a e OR C FMESOE�ro a�E�wA�Ceg� g� -- NOTE: VERTICALANY ANCHOR CONDITION SHOWN HEREIN MAY COVER $� cr �` � �§ NDN z I" LOCATIONS AT HEAD, SILL OR JAMB ENDS. xz, FOR ANCHORS DESCRIPTION SEE SHEET 4. GLAZWG GLAZING A ANCHOR ._._ PRODUCT PRODUCT AIL g+ (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 0 - - GLAZ+NG - QAZ= ANCHORS TYPE �� PRODUCT PROOI A,R OR C m u o ANCHORS 1Y IE A e OR C .. - --- ....._ I._ MULLION SPAN . W1 W2 Engle JAC PRODUGTMMSED S o g F4l�•SCML470592; m d PIyInSiog dwN AmepUnm No TYPICAL MULLION ARRANGEMENTS By M drawing no. WIDTH (W) ® W+ + W2 2 ANCHORS] M95-19A sheet 30t_ g ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 4%U ° NOTCH-WOOD DUCK m O� J/4"0 ULTRACONTO ACCONDDATE t/ANGLE °4v1/4'0 ULTRACON CLIP ANGLE TO MASONRY Z 2 ALUMANGLE -� 2 X 2% 1/9' 2/ANGLE LUMAN1BY FFZZ.. a SUM ANGLE .°° ALUM ANGLE ea TUBE MUWON14 Q 2/ANGLE 8 2/S.M.S. 1 14 3�SM-S ANGLE ---C--- -- ----C--- -- e ----C-=- _- „ 11MI.EMSI -/a NEE ----�--- -- -' ` ° -- 2/ANGLE G° .i fypgj�I - '�- -—- 1/2' MAX. d 3 IMULUON MULUON < MULLION �° e- TYP. f 2: CONCRETE OR a _, NASONRY BLOCKS O 1BY ON 2BY m 11K100 BUCK 1BY OR 2SY MUWON °' MULLION WOOD BUCK N Z 2 X 2% 1/9' 2 X 2% 1/9' MULLION 2 ALUMxAN�� TUBE NULU2D p F ALUM ANGLE ALUM ANGLE 2-5/6'LONG 2-9/a"LONG .°,�ig 3-S/B LONG J ----------------- -------- ° n v v I 1 H 72 S ° 'w ° NZ C __-__ Z cj I � 1.$00 1.900I -—- MAX. MAX. - ---''---- -- 1/Y MAX. ° L 1.500 TYP. FLOATING MULLION CLIPS • c ALTERNATE TO ANGLES ALL CASES I CLIPS TO FIT SNUG INTO TUBE MULLIONS MULUON I 1 1 1 I 2X2X 1/0' i 1 ALUM ANGLE , 1 I .. ' _ 1 _�14 S.M.S. t.SO. - ---i 1 2/ANGLE ULTRACON BY 'E -n' (Fu-177 KSI,Fy-188 KSI) m H ii MIN. i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WOOD BUCKS NOT BY CURVATECH $ m u o MOSS R��u 1-1/2° MIN. PENETRATION INTO WOOD —� Ii MUST SUSTAIN LCIADS-IMROSED. I I OR TRIM THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4° MIN. EMBED INTO CONC. OR MASONRY EIV JA D'A 6D PRODUCT REVOW ° CM�L7 m wDhVie F'forMs ° e: DIRECTLY INTO MASONRY ,FICA 38 wildingcode n 2-t/2'�rrt ° 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY �..' 11, ,Ae«M �1*2 0 s Nit 1. M � $ $ 5 ° a n ° ° ° ANCHOR EDGE DISTANCESe• 01 i3y O PVREZ`AST CONC. 8 \ 1/4'DIA ULTRACON INTO CONCRETE AND MASONRY = 2-1/2" MIN.7t drawing no. ° 9 SILa \1-1/2'MIN. EMBED INTO WOOD STRUCTURE - 1" MIN. M95-19A 1/ANGLE INTO METAL STRUCTURE = 8/8" MIN. sheet 4oM 5 M�lU 1 J� 0 W a $� n itc 0 ALUM ANGLE Z X 3/4% 1/8" a t� 1-5/8'LONG(FOR 2"TUBE) #14 S.N.S. 2-3/8'LONG(FOR 3• 2/ANGLE(CHART'A&B) 3-5/8'LONG(fOR a 5"&8"TUBES) 3/ANGLE(CHART C) FLTING CUP LEGSRQA012U TUBE MULLIONACCESS HOLE , 0 S.M.S. O 2/ F 2/ANGLE CHART A&B) ------- ---- ------- 3/ANGLE CHART C) J TUBE MULLION m Wr-) - ----- ---------- - ---------- ------ ' X17 Z In 0 I I THIS SCREW CAN BE EITHER 0 ;tl I DIRECTION�gR A I I pt4 F.H. S.N.S. I i I TUBE MULLION 2/ANS (CHAR(1CHART TUBE MULLION jl� 1 1 I I C O ANCHORS DETAIL #1 METAL TO METAL CONNECTION d � •� s a � U O C Engn"VADAKVAO PRODUCT REVISED c •° 383 'kk PE @ 70g92 oIdT�PbCoBdotvfthth ll�la r 3 A Wo .02 ia�lrel sere ZDXb droning no. M95—I9A Sheet 5 of 5 .dj ' r M IAM I•li?ADE MIAMI-DADE COUNTY EM J. PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, NT ND I�EULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www,miamidade.gov/Ura Cury-A-Tech Corporation 930 West 23`d Street Hialeah,FL 33010 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 11925"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W07-104,titled"S-925 Aluminum Single Hung Window", sheets 1 through 4 of 4,dated 12/13/07,with revision A dated 04/17/12,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 and renews NOA#08-0107.03 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. NOA No. 12-0507.04 I1 COUNTY Expiration Date: February 14,2018 Approval Date: August 02,2012 Page 1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-104, Sheets 1 through 4 of 4,titled "S-925 Aluminum Single Hung Window", dated 12/13/07, with revision A dated 04/17/12, 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 series S-925 aluminum single hung window,prepared by Fenestration Testing Laboratories, Inc., Test Report No. FTL-5412, dated 12/03/07,signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA# 08-0107.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al-Farooq Corporation,dated 04/16/12, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated April 16, 2012,signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5412, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA# 08-0107.03) G. OTHER 1. Notice of Acceptance No. 08-0107.03, issued to Cury-A-Tech Corporation for their "Series 925 Aluminum Single Hung Window—L.M.I.",approved on 02/14/08 and expiring on 02/14/13. Manuel V611,P.E. Product Contro x iner NOA No. 12-0507.04 Expiration Date: February 14,2018 Approval Date: August 02,2012 E- 1 WINDOW WIDTH 1/8"H.S.GLASS = (p 48 1/8" n z� � D.L.OPG. (FIXED) O e ® 080"INTERLAYER N SAFLEX 1110 FALSE MUNTINS /\ 15"MAX. y�j BY'SOLUTIA' 2 (SURFACE APPLIED) HEAD/SILL „I MAY DE USED ROLL FORMED ALUMINUM a --- GLAZING BEAD 1/8"H.S.CLASS a" 4 O � SILICONE V g ii II D DOW CORNING 995 �r W u .'6j 3 or ci n �$ �s II II II II I I II N Fi Z "m O m I I II Z pmt " ii /a GLAZING DUNL G. = o II II n n W O 4 C 4"MAX. 7 S Io) TYP. HEAD/SILL a V `� 8" J 48 1 1 / D.L.OPG. (VENT) al 50 1/4" 01 N o VENT WIDTH rI U m x TYPICAL ELEVATION 0 1 OVER 1 TESTED UNIT 0 o� 6� SERIFS-925 AT.TTM STNAT.F. HTTNG WINDOW (L.M.I.) NOTES: o m DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE CHARTS SHOWN ON SHEET 2. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER - 8 SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. EvmW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EB°ITOgg2'. roAD AHUM OraWY�8BWhb to*P�a�e st OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. GaN.�s3x• bI�� _2 Q OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS (• i IS;x. aaumLIM ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD Imo. drawing no. ANCHORS ONLY. W07-104] t' ).` sheet 1 of_4 EQUAL LITES WINDOWS UNEQUAL LITES(ORIEL TYPES)WINDOWS DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF z COMPARATIVE ANALYSIS CHART COMPARATIVE ANALYSIS CHART 01 � WINDOW WINDOW z 01 1 DIMENSIONS W/SHEAR CLIP W/O SHEAR CLIP DIMENSIONS W/SHRAR CLIP W/O SHEAR CLIP WIDTH HEIGHT EXT. (+) 1 NT. (~ (-) Exr. (+) INT. (-) WIDTH HEIGHT EXT. (+) 1Nr. (-) Ixr. (+) INT. (-) 19-1/8° 70.0 70.0 70.0 70.0 19-1/8" 70.0 70.0 70.0 70.0 26-1/2" 28' 70.0 -- 70.0 70.0 70.0 26-1/2" -5/8" 70.0 70.0 70.0 70.0 a 4 37^ 70.D 70.0 70.0 70.0 37' 70.0 70.0 70.0 70.0 U 42" 70.D 70.0 70.0 70.0 42' 70.0 70.0 70.0 70.0 g 53-1/8 70.0 70.0 70.0 70.0 48° 70.0 70.0 70.0 70.0 cr 19-1/8" 70.0 70.0 70.0 70.0 53-1/8 70.0 70.0 69.0 69.0 C 2,$ 26-1/2° 38-3/8' 00 70.0 70.0 70.0 70.0 19-1/8" 70.0 70.0 70.0 70.0 37" 70.0 70.0 70.0 70.0 28-1/2" 70.0 70.0 70.0 _ 70.0 r;z got 42" 70.0 70.0 70.0 70.0 37^ W. 70.0 70.0 70.0 70.0 z 53-1/8 70.0 70.0 70.0 70.0 42' 70.0 70.0 70.0 70.0 d b N M 19-1/8' 70.0 70.0 70.0 70.0 48' 70.0 70.0 70.0 70.0 26-1/2" 80-5/8' 70.0 70.0 70.0 70.0 19-1/8" 70.0 70.0 70.0 70.0 8 37" 70.0 70.0 70.0 70.0 26-1/2' 70.0 70.0 ° 70A 70.0 Z 42" 70.0 70.0 70.0 70.0 37' 70.0 70.0 70.0 _70.0 ZZ 1 53-1/8 70.0 70.0 84.5 64.5 42' 70.0 70.0 70.0 70.0 z � 19-1/8' 70.0 70.0 70.0 70.0 19-1/8' 70.0 70.0 70.0 70.0 i 26-1/2" -70.0 70.0 70.0 -_ 70.0 a8-i/z" 74-1/4° 70.0 70.0 1 70.0 70.0 37" 70.0 70.0 70.0 70.0 42' 70.0 70.0 69.6 69.6 53-1/8 70.0 70.0 59.3 59.3 WOOD BUCKS NOT BY CURV-A-TECH, MUST SUSTAIN LOADS j yM 19-1/8^ 70.0 70.0 70.0 70.0 3 �t IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM i0 THE s v a 26-1/2" 70.0 70.0 70.0 70.0 % 2�S BUILDING STRUCTURE. 37' 83° 70.0 70.0 70.0 70.0 = M 42- 70.0 70.0 67.0 67.0 ` ANCHORS: NIm a3 53-1/8 70.0 70.0 56.6 56.6 1/4° TAPCONS rn V�_ 19-1/8" 70.0 70.0 70.0 70.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE O 28-1/2" 74-1/4" 70.0 70.0 70.0 70.0 W 70.0 70.0 70.0 70.0 1/4" TAPCONS WITH 1-1/2" MIN. PENETRATION INTO WOOD 37" ----- THRU 1BY BUCKS INTO CONC. OR MASONRY 42" 70.0 70.0 53.7 63.t 70.0 70.0 52.5 52.5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY s3-1/8 DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a R 014 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES (0.090" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) 014 SMS--OR SELF DRILLING SOREgS q °' = NOTE: INTO DADE COUNTY APPROVED MULLIONS GLASS CAPACITIES ON THIS SHEET ARE NO SHIM SPACE) d BASED ON ASTM E1300-04 (3 SEC. GUSTS) W MIN, EDGE DISTANCES: Ear.W�AK MAD q MASONRY = 1 1/4" W . PRODUCT RBVISFD WOOD = 1" ¢ta d 70598 as YIe with t1w Fh" Y SEAL-AN METAL = 1/z" G 0.N 3838 :Budding Coda A No r 04 FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, VENT CORNER SEAMS AND FIXED MEETING RAIL AT END drown no. SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. 9 OR EQUIVALENT W07- 04 Sheet oN 4 m h 2.050 1 17'Bld$ PART# ItEBD. DESCRIPTION REMARKS � '1 13202 1 FRAME HEAD 8083-TS(ALUM) �� 2 13203 1 FRAME SILL 6063-T8(ALUM) 1.250 3 13204 2 FRAME JANE 8083-TB(ALUM) z m � 4 13208 1 MEETING RAIL 6063-TB(ALUM) O m FRAME HEAD 5 13405 1 SASH TOP RAR 6083-TS(ALUM) f. N U Q fK183-T5 B 13404 1 SASH BOTTOM PAIL 8063-TB(ALUM) d 7 - 2/WINDOW GLASS 8 13208 2 SASH SIDE RAIL 8063-T5(ALUM) a ,082 9 9 - 14 ASSEMBLY SCREWS j 8% 1'P.H. PI6UPS CRS 1.094 1.694 10 C-3085 4/VENT FACE GUIDES 2/.DE NYLON Z M g I I ii ZAMAK 2J VENT SASH LATCH AT 8-1/4°FROM ENDS �I Q 12 J017-G AS REOD. FIN SEAL PILE = a 1.046 O 13 C-3011 AS REOD. WEATHER STRIP BULB VINYL 00 O MEETING RAIL 14 - AS REGO. SILICONE BACK BEDDING OH 10 SEALANT OR EQUAL ` A 2 g 15 - AS REOD. GLAZING READ ROLL FORMED ALUM. I n 4O 6063-T6 I 18 - 2 BLOCK&TACKLE BALANCE - __._.... N 17 - AS REOD. SHEAR CUP 6063-TS(ALUM) O 1184 I O z Og1 1.06 .Q82 z Z 51'� 7.500 � O S 1.312 SASH TOP RAIL N V UJ ® 6063-T6 B U 1.624 O ? V4 AS �i rn x 1.082 .082 .812 �p SASH BOTTOM RAIL I � U 6063-T6 4943, �+,062 FRAME CORNER DETAI 2.173 SHEAR CuP T__ 17 63_T6 VENT CORNER DETAIL 2 .750 •� .)_..._. r1.128�j < 2.082 II 0 .au O .062 "'la IIr. AHM • PRODUCT RMSED § 4 6083-T5 1 2.000 �RCEM�L y. ....ptyft wuh9w n3dit 1 1.0 6 z .. gA7Nl`'bsJB ' I3ui11 C I 0 0'8 az 2.082 muni Pc duct 9 drOwin no. SASH SIDE RAIL FRAME JAMB W07—�d4 I sheet 4 of 4 OB 8063-TS C3U e063-15 AY•• • '� O Phone:(305)552-7504 0 v--+xI-DO�v�O �❑ 14317 S.W.45th Terr. Fax: (305)229-8068 Professional Land Surveyor&Mapper Miami, Florida 33175 PROPERTY ADDRESS: 272 NW I I I th Terr. Miami Shores, FL. 331 G8 LEGAL DESCRIPTION: Lot 12, Block 3, of NEW MIAMI SHORES ESTATES, according to the plat thereof a5 recorded In Plat Book 5 1 , at Page 80, of the Public Records of Miami Dade County, Florida. SKETCH OF SURVEY a (Boundary Survey) �' SCALE 1"=20' VC �w � —1 '•:;a::b:::;::i:;i:i;:;;S::ii::i:i:i:?:;::%:a;:a;;i;:':;i::;>i;;i:i:?::i;ii'ilii;:;�;:is:`:`;`:: :;:;5:?;'iF:;i::;�;i�;:'c=;';:`;'i;:i�: .;ai;>S^:::k`4.::::til:';:;'.::::.%•.::::::::`':;:fis�;: :i?isa:iso:si%+::`%:;;:iz's�::i`Si;:� ::iii::•:ilii:�::•i::iso:;:;:;ci1:�i::>::i:>:E�>:•>::•>:i;•;::i:;r::>:>i:•>i1>i>isi1>:i:;4i:41i;>S•2::i::!::;•;:;:.;:•:::::::::::::.v::.r::::::::::::::::::c•:c•:::::::r::::::.: '+•*ft' - ._...............................:::....................... ":ii:�i; visit:;i::'':::::�;;;::;i:�;�....... ...... ..................................... o' 2a As It Pa ere ....................................::::::.:....... .................................................. :...:•.::::::::•::::•:::::.-::::::::::::::::: :::::::.-.-.-:::::::. v rrt a;e::r•:;ta;:;•;:;•:i:;•;:i:ilii>:;:•r:::•i'a: ;:>;;;:>::a>::::•>;- .I 50 TOTA L R/W h N N iAyphalt;;:y: laParkway Asphalt N q `j .e: .. Q ... e e e .. e A' "� e ° 75.00' d 'e 'd,� •e.e. �Q' ;5'Stdewa/k 14 'e PD. �''';i:` �.;. 327.00 l/2`l.P. :;..s g €' i� 112,l.P. Q h x;:" ': ;;::':; iii:?:%:i;:•.. o ":.; ::to til N 2 ..... l 2.6a Planter O Cont. 15.2(7 16.75' zo.6a O.IaCL N 4'CLF. Utility ONE STORY Res.#272 N F P.Elev.: l 1.95' O LOT- l l 3.4' L.FEIev.: l 1.55' p LOT- l3 BLOCK-3 I x p BLOCK-3 LOT- l 2 BLOCK-3 lea, .• e a 2.1a a 44' . $" X 12.G01 20.75' a �B.6a Utility Shed l2.6a A. e d' e" Cont.Paul Deck. 4.10. 4'C.LF. e e d d a. . .. 4'C.L.F A d" Pool O./a CL. 'e . N .... e ° e ::D veway;i e e c a.. 9W.F° a •e• 0 ::>:":>::::>:":>::::..':•:;;:;::;;:a;:st:s:;•:: ;::;:::::t:>:;;::::::>:::..... ::::...... :::..•.:::::::........... 75.00 ;;:•.............................. ......................................:: .............................. ... r ;:;: >;:>:":;»:;as>::i:>iii:isi::sii;:i•:;ixi•:; pha vement;:;::°:::i;:";a s;;:>::u;::....•;l 0 A :;;:;;;;:;::;;;;:::•::.... .............................. L L E Y i:�;:;;:;;;;:::::::.: .:::•::::::::::::::::•::::::.-::.:-:.-::::::.-:::::::. o: ::::::•::::•::::::::::::::.-::. ..................................................................................: ::::.::::::::•:::•......::..................... .................................................................................... ..................................................................................v................... .................................................... 0 NOTE: ELEVATIONS ARE REFERRED TO MIAMI DADE COUNTY BM#N-566 ELEV.= 10.78, OF N.G.V.D. OF 1929 BASED ON THE FLOOD INSURENCE RATE MAP OF THE FEDERAL EMERGENCY AGENCY DATE OF FIELD WORK Sep. 29, 20/4 CERTIFIED TO: REVISED ON 9-/1-09 THE HEREIN DESCRIBED PROPERTY IS Sm1ADED WITHIN: REVISED ON: Elite Home Partners ZONE X BASE FLOOD ELEV. WA COMMUNITY NUMBER:l 20652 1 hereby certify that the attached Sketch of Survey ofthe herein PANEL NUMBER 0139 SUFFIX L described property Is to the best of my I mwledge and belief,a true and correct representation,of a geld survey performed under my LEGAL NOTES direction.And also meets the Minimum Technical Standards as set forth by the Florida Board of Professional Surveyors and Mappens In THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.LXAMINATION OF THE ABSTRACT OF chapter 5J-17.050 thru 5J-17.052 F.A.C.pursuant to Section 472.027 TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY,AFFECTING THE F.S. PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATION,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORDS.LEGAL DESCRIPTION PROVIDED BY CLIENT.THE LIABILITY OF THIS SURVEY IS LIMITED TO THE COST OF THE SURVEY.UNDERGROUND ENCROACHMENTS,IF ANY,ARE ARTURO R.TOIRAC P.S.M.3102 NOT SHOWN.THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS AND/OR UNDERGROUND IMPROVEMENTS OF ANY NATURE IF SHOWN BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN.IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D.OF 1929 THE CLOSURE IN THE Not valid without the signature and the original embosed seal of a BOUNDARY SURVEY IS ABOVE 1:10000 Florida Licensed Surveyor and Mapper. LEGEND AND ABBREVIATIONS JOB No. 140955 A=ARC DISTANCE CONIC.=CONCRETE O.H.=OVERHEAD UTILITIES R/W=RIGHT-OF-WAY O00=ELEVATION Wj =CATCH BASIN AC=AIR CONDITIONED UNIT D.M.E.=DRAINAGE MAINT.EASEMENT P.C.P.=PERMANENT CONTROL POINT TYP=TYPICAL B.C.=BLOCK CORNER ENC.=ENCROACHMENT P.O.B.=POINTO OF BEGINNING U.E.=UTILITY EASEMENT ® =WATER METER O =SANITARY SEWER C.B.=CATCH BASIN FD.=FOUND P.O.C.=POINT OF COMMENCE W.F.=WOOD FENCE WV (C)=CALCULATED I.F.=IRON FENCE R=RADIUS W.M.=WATER METER��a� =POWER POLE I1 =WATER VALVE CL.=CLEAR (M)=MEASERED (R)=RECORD 0=DIAMETER TC S7 =LIGHT POLE ® =TV BOX C.L.F.=CHAIN LINK FENCE M/L=MONUMENT LINE RES.=RESIDENCE 9=CENTER LINE YY {U.S.DEi%RTMENTOFHOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name ELITE HOME PARTNERS Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company MAIC Number. 272 NW 111 TERRACE City MIAMI SHORES State FL ZIP Code 33168 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) LOT 12,BLOCK 3,LOT 12,BLOCK 3,NEW MIAMI SHORES ESTATES,PLAT BOOK 51,PAGE 80 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude: Lat.25052'38.42"N Long.80°12'12.29'W Horizontal Datum: ❑ NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b NIA sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes N No d) Engineered flood openings? ❑ Yes N No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State VILLAGE OF MIAMI SHORES 120652 MIAMI DADE FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086C 0139 L 9-11-9 Effective/Revised Date Zone(s) AO,use base flood depth) 9-11-9 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other/Source: Bl 1. Indicate elevation datum used for BFE in Item 139: N NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes N No Designation Date:N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* N Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,ARAE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ® NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 11.55 N feet ❑meters b)Top of the next higher floor 11.95 N feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ❑feet ❑meters d)Attached garage(top of slab) N/A. ❑feet ❑meters e) Lowest elevation of machinery or equipment servicing the building N/A. ❑feet ❑meters (Describe type of equipment and location in Comments) I) Lowest adjacent(finished)grade next to building(LAG) 11.20 N feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 11.30 N feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N/A. ❑feet ❑meters SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a PL.ACE ❑ Check here if attachments. licensed land surveyor? N Yes ❑ No SEAL Certifier's Name ARTURO R.TOIRAC License Number 3102 DERE Title LAND SURVEYOR Company Name Gl� � Address 14317 SW 45 TERRACE City MIAMI State FL ZIP Code 33175 SignatureDate 09-25-14 Telephone (305)-552-7504 "-- FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. V ...... VV.%... .V!l.L-, 'Iiwui IMPOPTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 272 NW 111 TERRACE City MIAMI SHORES State FL ZIP Code 33168 Company NAIC Number. SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments CROWN OF ROAD ELEV= 11.01' LAT/LONG OBTAINED BY GPS Signature Date 09-25-14 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or E]below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. tELEv;ATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 272 NW 111 TERRACE City MIAMI SHORES State FL ZIP Code 33168 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken-, "Front View" and "Rear View",- and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. "Front View" Date: 09-25-14 "Rear View" Date: 09-25-14 d" "Additional Front View" Date: 09-25-14 "Left Side View" Date: 09-25-14 i S1�d b .y I rte. ..-.. t FEMA Form 086-0-33(7/12) Replaces all previous editions. MecaWind Std `x2 . 2 . 5 . 7 per ASCE 7-10 Develor'-d by MECA Ente-prices, Inc. Copyriqht www.mecaenterprises.com Date 12/10/2014 Project No. Company Name William Plasencia, R.A. Designed By WP \� � Address 7700 N Kendall Dr #506 Description Alteration City Miami Customer Name EHP Acquistions State F1 Proj Location ,r. „ , -__ _. _. _ ._, � ..� :'.\)N! 11iun F'i i-..��,._it �'i ..'��..'... ;`` .\-..-r.`:'.\d.�.'.ti��..',C- Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 176.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft + - At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon JAN 2 Z 2015 = 0.20 Zmin = 15.00 ft Slope of Roof 1.904617 12 Slope of Roof(Theta) = 9.02 Deg (r Ht: Mean Roof Ht = 10.75 ft Type of Roof = GABLED RHt: Ridge Ht 12.83 ft Eht: Eave Height = 8.67 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 70.16 ft Bldg Width Across Ridge= 52.42 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht - 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GC-Pi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 34.33 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 3723.82 ft^2 Reduction Factor based on Roof Area 0.80 MWFRS-Wall Pressures for Wind Normal to 70.16 ft Wall (Normal to Ridge) _t i! ., y - based up ri A'I) C iS!:, .r:th a L..-.J F--t- 'L -�r Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.77 -8.41 Side Walls -0.70 -26.61 -14.25 Wall Elev Rz Rzt Cp qz Press Press Total ft psf +GCpi -Gcpi +/-GCpi ------------------------------------------------------------------- Windward 8.67 0.85 1.00 0.80 34.33 17.17 29.52 37.94 Roof - Dist from Windward Edge Cp Pressure Pressure +Gcpi(psf)-Gcpi(psf) ------------------------------------------------------ - --------- ----- Roof: 0.0 ft to 4.3 ft -0.90 32.44 20.08 Roof: 4.3 ft to 8,7 ft -0.90 -32.44 -20.08 Roof: 8,7 ft to 17.3 ft -0.50 -20.77 -8.41 Roof: 17.3 ft to 52.4ft -0.30 -14.93 -2.57 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base talcs on Eave Ht Note (2) Wall & Roof Pressures = Qh*((3*Cp - GCPi) Note (3) +GCci = Positive Internal Bldg Press, -GCPi - Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 9.0 Deg, h/1= 0.17 MWFRS-Wall Pressures for Wind Normal to 52.42 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.43 -18.80 -6.44 Side Walls -0.70 -26.61 -14.25 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 12.83 0.85 1.00 0.80 34.33 17.17 29.52 35.96 Windward 8.67 0.85 1.00 0.80 34.33 17.17 29.52 35.96 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 5.4 ft -0.90 -32.44 -20.08 Roof: 5.4 ft to 10.6 ft -0.90 -32.44 -20.08 Roof: 10.8 ft to 21.5 ft -0.50 -20.77 -8.41 Roof: 21.5 ft to 70.2 ft -0.30 -14.93 -2.57 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.12 Wind Pressure on Components and Cladding (Ch 30 Part 1) All shown ay- based ur-n ASD Design, with a Loaf Fact r _4 Width of Pressure Coefficient Zone "a" _ = 4.30 ft Description Width span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ------------------------------------------------------------------------------- Door #1 6.00 7.00 42.0 4 0.80 -0.99 33.68 -40.16 Window A 9.25 5.25 48.6 4 0.79 -0.98 33.33 -39.78 Window A 9.25 5.25 48.6 5 0.79 -1.16 33.33 -45.92 Window B 6.16 4.16 25.6 4 0.84 -1.03 34.85 -41.47 Window C 3.08 4.67 14.4 5 0.87 -1.34 36.22 -52.33 Window D 3.08 2.16 6.7 4 0.90 -1.10 37.06 -43.94 Window E 1.63 2.16 3.5 4 0.90 -1.10 37.08 -43.94 Window F 3.08 3.16 9.7 4 0.90 -1.10 37.08 -43.94 Window G 4.42 4.16 18.4 4 0.86 -1.05 35.63 -42.34 Window H 3.08 3.16 9.7 4 0.90 -1.10 37.08 -43.94 Window H 3.08 3.16 9.7 5 0.90 -1.40 37.08 -54.24 Window I 6.16 4.67 28.8 4 0.83 -1.02 34.57 -41.16 Window I 6.16 4.67 28.8 5 0.83 -1.24 34.57 -48.68 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 34.33 psf MIAMI- MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �-�, A v.miamia a o t r t Cury-A-Tech Corporation -141V 930 West 23 Street, qN Hialeah,Fl.33010 '� t. 12015 � `t 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 715 Aluminum Outswing French Doors wtwo Sidelites-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-19 Rev A,titled"Series Alum French Door w/sidelitws (L.M.I-)", sheets 1 through 14 of 14,prepared by AL-Farooq Corporation,dated 05/07/12 and last revised on AUG 23,2012,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. Max Partial Alum Clad Plywood Panel not to exceed 38-1/4"W x 35-3/4"H for sidelites and 29-1/8"W x 35- 1/4"H for door leaf,as glazed on sheet 3 and detailed in section ® in sheet 12. 2. Cury-A Tech SHW is under separate approval,when used lower DP of door, SHW or sidelite shall control. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA consists of this page I and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 12-0529.19 Mu►trtMME COW0 Expiration Date:August 30,2017 Approval Date: August 30,2012 ,�� Page 1 r I Cury-A-Tech Coraoration NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-19 Rev A,titled"Series Alum French Door w/sidelitws(L.M.I.)",sheets I through 14 of 14,prepared by AL-Farooq Corporation,dated 05/07/12 and last revised on AUG 23,2012,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 an outswing aluminum glass door w/wo Sidelite,prepared by Fenestration Testing Lab.,Inc.,Test Report No. FTL-6749,dated 03/1212, signed and sealed by Marlin D.Brinston,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation, dated 05/14/12 and revised on AUG 07,2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTMS-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex clear& color interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 05/01/12,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 10/26/11 approved by PERA. '—Ii Ishaq I.Chands,P.E. Proiiuet Control Examiner NOA No 12-0529.19 Expiration Date:August 30,2017 Approval Date: August 30,2012 E-1 79 41 1/2'MAX. DOOR FRAME WIDTH DOOR FRAME WIDTH a.1" 3' 13 7/19' 3' w MAX 4'MAX HOYSHEAD HEAD/SILL SURFACE SILL COA FALSE 0 MAY 13E USED Vu ✓1 m / M= 1 - _ a c \LOCK '� LOCK I'IIUH5 {T�� SEE 8 SEE , , R 5 SERIES 716 ALUMINUM FRENCH DOOR W/ SME ITE p APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS , -x\ \ i i t-0== WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. \ SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. p o U 8 _ ACTIVEI i i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE x M" ACTIVE INACTIVE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING WON VELOCITY B ro HUCRRIANE ZONE(HMIZ). N B 13 7/18- IBY OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO Y TRANSFER LOADS TO THE STRUCTURE. 27 3/4" ^ M v D.L OPG. 27OPG. EASIL $ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. U C)_ 37 3/a'MwL 3L;/4"MAX. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS o LEAF MAOTH LEAF WI01H ARE NOT PART OF THIS APPROVAL TYPICAL ELEVATION MICAL EVATION A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ( X ) ( XI( ) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO DOOR OPTIONS CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG.CODE SECTION 2003.8.4. c DOORS LOAD CAPACITY - PSF SINGLE ORS (X) DOORS LOAD CAPACITY - P8F DOb1AI10Y DOOR DWS. DOUBLE (XX) �� LAMINATED GLASS DOOR DWS. U Z' LAMINATED OLAB.9 FRAME LEAF FRAME E=(+) �,.{-) FRAME LEAF FRAME - etf WIDTH WIDTH NEIDHT WIDTH WIDTH HEIGHT EXT.(+) Wi.(-) 41-1/2'37-3/4' 98' 85.0 7DA - - 78-1/2'37-3/4' 99' 85.0 70.0 NOTE: o VERIFY COMPLIANCE WTTH EGRESS LIMITATIONS WHERE REQUIRED. THLS ROA-NOT y�D �� B SEAL c OF CUR1f-,A-TfP.ii CORPORATION AND A LABEL AFFIXED. " Y NOTE: r.d YA9.AHMAD n 0 FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILT.DURING FLA.PE Y 70SA2' C PERIODS OF HURRICANE WARNING. D.LO. HEIGHT = FRAME HEIGHT - 11.687' CA^3938 . X NOTE: D.LO. WIDTH (X DOORS) o FRAME WIDTH - 13.750- g GLASS CAPACITIES ON THIS SHEET ARE D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 24'/2 O BASED ON ASTM E1300-04 (3 SEC. GUSTS) .o+Z drawing no. AND FLORIDA BUILDING COMMISSION DOORS/SIDELRES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. �IIJ�'�—�9 DECLARATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. sheet 1 of 14 CURV-A-TECH CORPORATION HIALEAH,FLORIDA. (305)888-9631 MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED SERIES"715"ALUMINUM OUTSWING FRENCH DOOR AND SIDELITES-L.M.I. los 1/2•MAX. � N 42" 78 I/2• 42" 42" 0 SIDELITE MOTH DOOR FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH 8"MAX. 3' 8' ]' 6' 6' 6 C AD OR S II \ n ii G'T�p n H J /; i\ K ii Y•t�zt��- __ ---- m o m o m e --11____ C g F 8f ,�. lir JII II $wo RW CHAIR OPTIONALIt a 1NACTtVE ACTNE ^ j M 14 mac. HEAD C� Sill 1O WN�al�Ab'VYe1r.dN 38 1/4' 27 3/4' 27 3/4° 38 1/4• 38 1/4• DJ.. OPO. D.L OPG. D.L OPG. O.L OPG. D.L OPG. SURFACE APPLIED 1 , TYPICAL ELEVATION FALSE MUNTINS py�c�.�f•C�Iy o MAY BE USED -PROFILE SIDELFTE TOP&BOTTOM FRAME TOP&BOTTOM FRAME 15 ( LE SMELITE OXXOO ) 8 SIDELITE OPTIONS NOTES: 1.DOORS ARE 19EWE0 FROM OUTSIDE. - - NOTE; -- - ---- 2. FRENCH DOORS WITHOUT INSECT SCREENNs. o o . MAX. PARTIAL ALUM CLAD PLYWOOD PANEL NOT TO EXCEED FOR SMELTTE 38-1/4°WIDTH X 35-3{4'HEIGHT c FOR DOOR 29-1/8°WIDTH X 35-1/4 HEIGHT O n o Env JAVAD AHMAD GLeSS D.L2 n1- ° FIA.. iidsg2 y D.L.O. HEIGHT (HIGH PROFILE SIDELITE) = FRAME HEIGHT - 11.750" $ 1; D.L.O. WIDTH (LOW PROFILE SIDELITE) - FRAME WIDTH - 5.250' O.L.O. WIDTH (SIDELITE) - FRAME WIDTH - 4.250" O D.L.O. HEIGHT (DOOR) = FRAME HEIGHT - 11.687" droving no. D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.750• A Z 1012 d 12-19 O.L.O. WIDTH (XX DOORS) m (FRAME WIDTH - 24-)/2 C 2 of 14 85•MAX. �u 31 9/18' FRAME WIDTH w 43• 42' � I WINDOW WIDTH DOOR FRAME WIDTHSIDEUTE WIDTH Z 3 29 9/18' CURV-A-TECH D.L. OPG.(FOLEO) 8.MAX 8' O S.H. WOW. 3' UNDER SEPARETE NOA CORNERS/ Typ• F S I iG� U � a 0 14 GLASS A SEE SHEET 5 g Q Q NOTE: C Q g DOORS WITH S.H. WINDOW INSERT (UNDER SEPARATE NOA) a MAY BE INSTALLED WITH OR WITHOUT SIDELITES. 3� SEE SHEET 4 FOR SIDELITE CAPACITY. IL 3 N D U P \ N 1O 28 9/18' S 7/18•IAM.GLASS D.L.OPG. (VENT) 7/8'uw\INSUL GLM 7/1s•wa.GLASS W28,1 PO RiIAI A \`C� OR tA4.WSUL.GLASS � � 1/8"H.S.GLASS � � VENT WIDTH PLYWOOD PANS PARTIAL ALUM CLAD PLYWOOD o OPN G.SIZE \ PANEL OPNG.SIZE o SINGLE HUNG WINDOW INSTALLATION we( 080'INTERLAYER SILICONE o 29-1/8'WIDTH 38-1/4'WIDTH MAX. SAFLEX RIG DOW CORNING 998 r " FOR ILLUSTRATION ONLY 35-1/4'HEIGHT MAXI 35-3/4'HEIGHT MAX �,. Ute' {yU��M .080•ALUM PANEL !N�i 0 1 •. G 1/E•H.S.GLASS s/a•PLYWOOD v^�i a 3 S DSILICONE OW CORNING 995 .080•ALUM PANEL [0 SILICONE O 29 1/8• 38 1/4• ROLLFORMED �" S ` DOW CORNING 095 D.L. OPG. D.L. OPG. GLAZING BEAD LEAF WIDTH ^ 1 0% TYPICAL ELEVATION 14 z ( XO ) / SINGLE LEAF DOOR WITH SERIES 925 SINGLE HUNG WpW_ INSFt7T DOOR o m S.H. WINDOW m 5/18'LAM.CLASS PARTIAL AIWA CLAD PLYWOOD � WINDOW INSERT OPTION cLa_�Dy7DVG ngTnl S (%)DOORS EW!JAVAD AH n WTtTa ctlRV-ARv-A-TECH CR S.H.WTDW.INSIIRT � F�A, MOM DESIGN LOAD CAPACITY- PSF `.CA 1 7/18•LAM.GLMIS DOOR DOOR 7/B•INRUL WN.GLASS FRAME WIDTH FRAME HEIGHT PARTIAL ALUM CLAD PLYWOOD NOTE: C� (INCHES) (INCHES) EXT.(+) INT.(-) LOWER DESIGN PRESSURE OF SINGLE LEAF DOOR ZO12 Crowing rto. OR SINGLE HUNG WINDOW (UNDER SEPARATE APPROVAL) �,�2-19 43' 98' 85A 70.0 OR SIDELITE SHALL CONTROL THE ENTIRE ASSEMBLY. 'f i. . Dheet 3 of 14 'MR DOOR DESIGN LOAD CAPACITY - pSF FRAME SIDELITE SID FRAME SIDELITE F�RMIE SroELITE SroELITE FDOOR RAME SIDELITE FRAME 1� V STARONARY PANEL(0)OR DOORS WRH 90EIJTE3 w WIDTIi WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH IlB I� (SEE NOTE BEL6Yh W SIDELITE SMELITE TO SIDELITE SIDEL[TE TO DOOR N FRAME WIDTH WITH / / / // \\ 0 WIDTH HEIGHT A/0 REINF. REINF. lY/0 REIhIF. TWmREINF. / / 3 / INCHES INCHES EXT{+)INT.(-)EXT(+) INT.(-)EXT.(+)DIT.(-)EXT.(+)InLI t� / ,. 24 85.0 70.0 85.0 70.0 64.0 70.0 63.0 70.0 p /j ii % 1 / All I 30 83.0 70.0 85.0 70.0 BS.O 70.0 BS.O 70.0 x % % % /j % /% % % / \ 36 s0 63.0 70.0 83.0 70.0 65A 70.0 85.0 70.0 \ \ \ 42 65.0 70.0 s5.0 70.0 85.0 Tao 65.0 70.0 \ \ \ 48 98.9 81.3 38.9 81.3 569 61.3 56.9 61.3 24 65.0 70.0 65.0 70.0 BSA 70.0 65.0 70.0 3065.0 70.0 85.0 70.0 &3.0 70.0 SOLO 70.0 p 38 Bs 65.0 oft 41 S 70.0 85.0 70.0 65 70.0 63.0 70.0 f ON; (0X0) ( (xmI) 42 85.0 70.0 BS.O 70.0 890.0 70.0 BS.O 70.0 l ( {��5 app+ 48 58.9 81.3 56.9 61.3 58.9 81.3 58.9 81.3 IDEVTE DOODTH R�FRHAM SIDEUTE DOOR FRAME SIDELJTE SIDELITE SIDELITE DOOR FRAME p3j j 24 BSA 70A 85.0 7D.0 85.0 70.0 65.0 70.0 WIDTH WIDTH WIDTH WIDTH WIDTH W om �1 30 85.0 70.0 65.0 70-0 85.0 70.0 89.0 70.0 JB 90 85.0 70.0 85.0 70.0 8&0 70.0 BSA 70.0 \ / \ / \ 42 BSA aq9 85.0 70.0 BS.O 83.6 65A 70.0 / \ / \ / \ 43 80.7 82.3 60.7 B5.3 80.7 84.0 80.7 85.3 % % %\ % /i ,\ H / \M513.7 70.0 83.0 70.0 Bao 87.4 8.9.0 70.0 ; � / OR, % / % %\ 30 70.0 63.0 Tao 61.8 61.8 SS.O Tao - Z 36 98 61.3 65.0 70.0 57.3 573 65.0 70.0 \ / \ / \ / 42 53.7 65.0 70.0 53.7 53.7 63.0 70.0 \ / \ / \ / \ / \ / \ / 0 24 85.0 70.0 BS.O 70.0 83.2 83.2 BS.O 70.0 \ / \ / \ / 30 BS.O 8im 7.8 85.0 70.0 56.0 58.0 65.0 70.0 38 57.5 57.5 65.0 70.0 53.7 53.7 69.0 70.0 (( J H- 42 5D.3903 es.0 70.0 50.3 503 65.0 70.0 SIDELITE X0 X0) (O10t0) C ` .p3 rlrnH S 9 rM F SIDEl1TEOAR FRAME SIDELITE SIDELITE 12 04�` MOTH WIDTH WIDTH WIDTH P \ AS R��Qp RE9VFOI�WO 0 l SEE CHART (0) AS REQD. SEE CHART WItK�wls110i1 (OXX00) r- fyQ' Cone OOlIXO) phlod �. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION sroELrrE WIDTH SIDELRE WIDTH Qpg1 FRAME WIDTH DECLARATORY STATEMENT DCA05-DEC-219 H (X)OR E WI SWIDTH DOOR FRAME WIDTH 4 SIDELITE TO SIDE r (x)OR(XX) E�e�JAv91!4- . MELME TO DOOR "A E.sa22m CAN- NOTE: k FOR DOORS CAPACITIES SEE SHEET 1. FOR SIDELITE CAPACITIES SEE CHART ABOVE. drewing no. LOWER VALUES FROM DOOR OR SIDELITE CHART G+�9 Zdr2 �w`ng o. WILL APPLY TO ENTIRE SYSTEM. sheet 4 of 14 LACK OPTIONS: t4 � ACTIVE LEAF: ACTIVE LEAF: ACTIVE LEAF: erre¢ LEAF: l SURFACE MOUNT DEAD BOLT LOCK BY'sULLIVAN &ASSOC.' 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 39" 4 POINT LOCK SYSTEM BY'INTERLOC'AT 39" 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 39' B:AT 4$"FROM BOTTOM, KEY OPERATED ON FROM BOTTOM FROM BOTTOM FROM BOTTOM Z EXTERIOR AND THUMB TURN ON INTERIOR HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS 0 -' FASTENED TO ACTIVE LEAF LOC(STYE WITH ENGAGING AT HEAD AND SILL ENCASING AT HEAD AND SRL ENGAGING AT HEAD AND SILL (2) 1/4-28 X 2-1/2'OR MS KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON d p LEVER TYPE METALLIC HANDLE AT 37'FROM INTERIOR INTERIOR INTERIOR BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE FASTENED TO ACTIVE LEAF LOCK STILE WITH FASTENED TO ACTIVE LEAF LOCK STILE WITH FASTENED TO ACTIVE LEAF LOCK STILE WITH 8 WITH (2) #8-32 X 1-3/4'PH MS. (2) 88-32 X 2'OR MS (2) #8-32 X 2"OR MS (2) e8-32 X 2"OR MS CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.- MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, INACTIVE LEAFS AC NE LEAF: INACTIVE LEAF: O n LOCATED AT 12'AND LE FROM BOTTOM TILE CONCEALED FLUSH BOLTS BY*SULLIVAN& ASSOC.' 2 POINT LOCK SYSTEM BINT Y' EILOC'AT 39' CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' (�C FASTENED TO LOCK SWITH MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, FROM BOTTOM g8 X 3/4'FH SMS(2) SCREWS PER BOLT MANUALLY OPERATED LEPERS MOUNTED ON STILE FACE, 0' LOCATED AT 12'AND ERI'FROM BOTTOM IfAA16LE ACTIVATES SHOOT BOLTS ENGAGING AT LOCATED AT 52"AND Sr FROM BOTTOM Q Q p FASTENED TO LOCK STILE WITH HEAD AND SILL FASTENED TO LOCK STILE WITH GG 61 1 (18 X 3/4"FH SMS(2)SCREWS PER BOLT FASTENED TO INACTIVE LEAF LOCO STILE WITH (RB X 3/4'FH SMS(2)SCREWS PER BOLT �4! I ANI AW CTIVE LEAF (2) 08-32 X 2'ON MS j CONCEALED FLUSH BOLTS BY'SULWAN&ASSOC. ggg MANUALLY OPERATED LEVERS MOUNTED ON Q INSIDE FACE OF LEAF STILE LOCATED AT 28'FROM TOP AND 12'FROM BOTTOM FASTENED TO LOCK STILE WITH _ 08 X 3/4'FH SMS(2) PER BOLT _dl \ \ 11 \ tl CA $ ACTIVE\ ! WACTIYE I ACIIYEACME \ INACTIVE ! ACME ItiACTIVE ACTIVE 6VACTIYE I AL'ME Q DO 3/18"TEMP.GLASS • 3/16'HEAT STREN'D GLASS 1/4"AIR SPACE WITH OPTIONAL MUNTINS HINGES: 3/18"HEAT STREN'D CLASS C ALUMINUM/ST.STEEL HINGES BY'SULLIVAN &ASSOC. .090"INTERLAYER (3I HINGES PER LEAF AT I1-1/8"FROM TOP&BOTTOM SAFLEX PVB BY'SOLUTIA' .090'INTERLAYER g AND AT MIDWAN SAFLEX PVB BY'SOLUTIA' wed► iC ST. STEEL HINGES REQUIRE BACK-UP PLATES 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS IPDA/ SILIC NE pvww- _ DOWOCORNING 995 DSILICONE OW CORNING 99$ / 27 :Ili \\ '�F / 7 I 1$ + l Em'.wvz c •a o + 1 W ) VIL #"7D"2 O 14 / C 14 / CA _3t!J62 W12-19 ,Uno. 7/16•LAM.MAW 7/8"OVERALL iNSUL. LAM.GLASS ZO12 p1�1 2-'1 9 GLAZING OPTIONS �2� sheet 5 of 14 9/16°MIN. TYPICAL.ANCHORS OR NSD BUCK THROW ET BOLT EDGE 01ST. SEE ELEVATIONS GE DIST. 1WOOp BUCK PENETRATION FOR SPACING e. -j n• WOOD NOTERE SHEET 1 METAL �s:. • °. ..•,• EDGED STRUCTURE a EDGE DIST. Z UPI I 8 $ �3 a se � TYPICAL ANCHORS � TYPICAL EIANCHORS VATIONS TYPICAL ANCHORS SEE ELEVATIONS i FOR SPACING � SPACING NS FOR SPACING ------ 9 a 1 I 7 jl MWD—DARE COUNTY APPROVED O CLIPPED MULLION �I I SEE SEPARATE NOA II 3 it WOOD BUCKS AND METAL STRUCTURE NOT BY CURV-A-TECH CORP. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM � I AND TRANSFER THEM TO THE BUILDING STRUCTURE. c i _ -UPICAL ANCHORS' SEE ELEV.FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS _ 1/4" DIA. LILTRACON By 'CI C0 (Fuo177 KSI.Fy.155 KSI) FOR SPACING ' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O 1-1/2" MIN. PENETRATION INTO WOOD R W4THRU 1BY BUCKS INTO CONIC. OR MASONRY S o W o a1-1/4' MIN. EMBED INTO CONC. OR MASONRY = M c W DIRECTLY INTO CONC. OR MASONRY N " 1-1 4' MIN. EMBED INTO CONIC. OR MASONRY W 11114 SNS OR SEI F DRILUNG SCREWS (GRADE 2 CRs) ^ �$ i INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/87 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) 0 ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � TYPICAL EDGE DISTANCE I INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE - 1" MIN. 2 INTO METAL STRUCTURE - 3/4" MIN. �Ms II I 7 CONCRETE AT HEAD, SILL OR JAMBS Pc a 3000 PSI NIH. Z o 'I C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. piWrll'` 26 28) 2 ANCHORS MAY BE HEX OR FLAT HfAD. �_/7k-y J, ",4j o m _I _ '--]" WEEP OPTIONAL ii i 1 SEALANTS: a lo ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. _a Enge:JAYAO'AK ®�70592 EDGE DIST. ANCHORS SEE ELEVATIONS O rTYPICAL HT�•�T FOR SPACING drawing n0. PENETRATION DOOR DETAILS 4AOG W12-19 11 sheet-60f 14 4,V 1/SHIM © ASTRAGAL FASTENERS O 1/4'MAX. N 3 AT 1/4". / 5M 3/4'10 X 1FROM ENDS 161� O S TYPICAL 16 AND 12'O.C.MAX ...XtDOD BUCK F y(A$ a4 FOR SPACING ACT=LEAF 8 26 28 a 13 W 13 •'14 TYPICAL ANCHORS zVVVry W44WWp// V. FOR SPACING X >a 23 " W 2 s o ie 1 T D.L.OPG. OL METAL T tT C.•!'. a STM=PE EXTERIOR O LEAF WIDTH Loac oPt101451 L. DOOR FRAME WIDTH SEE SHMr S Q _ 1/4'MA%. S 1/414,"MAX., SHIM © Um 3 O SS p—UM TYPICAL ANCHORS 1S SEE 91 Ems$ 2OR WOOD F M� FOR SPACING••.•; .. WOOD ST RE Q N S ACTIVE LEAF INACTIVE LEAF EE NOTE EET t ftn 28 28 25 n t3 24 iGHi ..a. 13 1T TYPICAL LWORS t6 T D.L. OPG. T Dy,OPG. SEE ELEV.AN FOR SPACING $ LEAF WIDTH EXTERIOR LEAF WIDTH DOOR FRAME WIDTH t 9 waft o � g< 0 Ear:��Ao• IAo I—" s FIA.•PE/ 482 ' CAN.guo n k i AUG drow�ng no. DOOR DETAILS 9''9 20 2 '' sheet 7 of 14 SEE E I.ANCHORS � 16Y SEE ELEVATIONS WOOD BUCK FOR SPACING •': . DIST. .EOCE HIST^� " •+a .. N ,. 4. a• 0 a ' ° !1 9/18'ACCESS HOLE e 4 l TV' V�P° CAULK & I 1/4'MAK. 3 I I SHIM I � i 1 � I 28 26 13 ' is F — I EXTERIOR wo D.L.OPG. 18 V M o W LEAF WIDTH T SIDELITE WIDTH DOOR FRAME WIOTH ! ! FRAME WIDTH 1 is TYPICAL ANCHORS 19 SEE ELEV. 9 K 3 O I FI FOR SPACING • !' 1 II�t1 hsdirt// C I !I 1I I --- - Q j I I ir. 2 e D.L. CPG. EXTERIOR m D.L. OPG. c a O SIDEUTE WIDTH ..DOOR FRAME WIDTH SIDELTFE LOW PROFILE d, Engr.,J AO AFpyAD n SIDELffE \ FLA.PEE 10M I � •, < v •.v ,_ v' •.. •: ,� drawing no. EDGE DIST.i�KSEE ELEVATIITYPICAL OI� EDGE DIST. SEE ELEVATYPICAL TIONS W12-19 FOR SPACING FOR SPACING SIDELDETAILS sheet of 4 4.000 .128 1.780 �r' .578 2.128 �/ .780 I=F-T7 I F .879 0.378 � N 1.780 .045 .888 + Z % . .078 Typ, I I� 4.187 4.000 .887 0.312 �W Imo--2.083--�I 078 ' 14 OUTER 1GLASS STOP 125 p t DOOR FRAME HEAD/SILL 7/8.MASS a 517 E In 4.000 __ 2.000.125 7 LEAFRAIL & STILE � �oTr�----7 1 l.otz .oez .Iso 1.750 1.750 21 5/16-DA STEEL PIN I O® J 1s INNER GLASS STOP I ® a s.000 Q 7/I6•CLASS 3.375 078 3.250 3.000TYR 078 ' O .703_r2.000 ®+ I I F�1.7so-d 9 CHAIR RAIL L ® U 4 ®INNER GLASS STOP $ o SIDELITE TOP & BOTTOM FRAME 1 INSUL CLASS _ r� w-PRORLE t9 ALUMINUM HINGE 2.024 tV 4.000 .125 1.090 ®70-24 145 ^ I 3 727 4 PER LEAF �i pp 4.500 pf7i 1.e75 1.750 17 ASTRAGAL ADAPTER .125 3.722 -9. .082 .302 i i 078 1 T1P 2.072 G ®+ qp� r � 1rI�M 4 SIDELITE TOP & BOTTOM FRAME 18 a.soo �i�iidGh{C-w i OO LOW PMFU 2 FRAME COVER SIDELITE ALUM REINF. 1 1 +® 11 S.4 1.750- -1.750 1.750 _ �i 1.379 I { I em 078 8 � YR F141- rP15 o STEEL HINGE - ` 4.000 T 4.000 4.8 1.584 .737I _ • V ° F1A CIVIL .050 1.387 CAM6 o a II II L I I .757 $ a Fes-1.812--�I Imo--1.879-moi 1.500, .078 .787�- drovinW12-19g no. 12 DOOR FRAME JAMB SIIDDELITE FRAME JAMB SIIDDELITE SLIP ON JAMB LE ALIGNMENT BRACKET 1a SNAP COVER AUG 7 ?et2 aheet g of�4 ITEM B PART B READ. DESCIUMON MATERIAL MANF./SOPPLJER/REMARKS 1 0301 2/DOOR DOOR FRAME HEAD/S0.1 SM-T8 - �?*. m 2 0302 2/DOOR FRAME COVER 8063-T6 N 3 030.7 2/ODOR DOOR FRAME JAMB 6063-T6 4 0303 2/SIOELRE SIOELn TOP&BOTTOM FRAME 6083-T8 - 0 3 0308 2/SIDELITE SIQELRE FRAME JAMB 8083-T8 - 1 8 0307 AS REOD. SIOELITE SUP ON JAMB 6083-78 _ y 7 0308 4/LEAF LEAF RAIL AND STILE 6063-76 _ H 8 C313 Z/S10ELITE MOELITE TOP&BOTTOM FRAME-LOW PROFILE OM-76 - 9 C318 AS KE00. CHAIR RAIL 8083-TB - a 12 0314 4/LEAF LEAF ALIGNMENT BRACKET 6063-TB - VVV 13 1/8•X 1-1/2• 2/HINGE LEAF&HINGE BACK-UP PLATE 8063-TS FOR ST.STEEL HINGE ONLY Zp 14 0311 4/LEAF OUTER MASS STOP(7/18•GLASS) 6063-T8 - 15 C310 4/LEAF INNER GLASS STOP 8083-T8 - ffiffi�W 13A 0313 4/LEAF INNER GLASS STOP(DLSUL GLASS) 6083-78 - 18 C304 2/DOOR SNAP COVER 6083-TG - s 77 0309 1/LEAF ASTRAGAL ADAPTER 6063-T6 - 18 - AS REOD. SIDELITE REINF.CNANN0. 3003-H14 - UI 19 FO-101 3/LEAF HINGES ALUMINUM SULLWAN&ASSOC. 19A CH-108-BS 3/LEAF 4-1/2•X 4'HINGES ST.STEEL SULLIVAN&ASSOC. 22 B10 X 3/4• 3/CORNER FRAME ASSEMBLY SCREWS - SNS 23 B10 X 1/2• 11/HINGE ALUM HINGE INSTALLATION FASTENERS - FH SMS Z 23A 1/4-20 X 1/2' 8/HINGE Sr.STEEL HINGE INSTALLATION FASTENERS ST.STEEL FH SMS O 24 - AS REOD. 3/8'DU.THREADED RODSTEEL AT TOP AND BOTTOM&CHAIR RAIL 28 E223180 AS READ. ASTRAGAL W'STRIPPOK; - ULTRAFAB �` O ,t 28 F24818KN AS REOD. BULB W'STRL"= SANTOPRENE EPDM p� LL 27 0317 AS REOD. GLAZING WEOGE SANTOPRENE CENTRAL PLASTICS U W C 28 - AS READ. BULB W'STPoPPING VINYL O M Q N 0 a� yWwMl�aylYl��4ls,'eJf♦�►�w. [NNAd�WW�M��■III�fiwi��" o N FIX PC g� 0 CAN.J'�78/R2 _ f1fOWlf1 no. -0 AU6 ,212 W12-19 sheet 10 of 14 22 i i 8 to. a 31 6 ' MIN . o DOOR FRAME TOP & BOTTOM CORNER SIDEUTE TOP & BOTTOM CORNERU W o SIDELITE TOP & 60TTOM CORNER �tY 4 <N n 13 3rn + x z x+/+s• ALUM TUBE 12 'TUBE FASTENERS 1+0 x 1/2•FH MS tom^, B+�o x�i/2-FH ASTM 21 ILI o m� c� 24 ' N Eng •�Vj{AG HMAD,,, D' FLUSH BOLT GUIDE TOP & BOTTOM droving no. LEAF TOP & BOTTOM CORNR C 2012 EDGE DIST. TYPICAL ANCHORS ELEVATIONS SPACING I , ' 110 I i I I 7 1 I ' ' O 4 GLASS IL Z SEEPRO UNDER PARA APPROVAL . o _ � m t Z QFQ 24 To 9e p yW� CHAIR RAL i 1 N � o i 7/18'LAN. GLASS rn 7/8'UM.INSUL.CLASS OR di — PARTIAL ALUM CLAD PLYWOODLs �K alio O 6H e 2" w �� 6?� I , I , I NOTE: i^ I 7 MAX.PARM ALUM CIAO PLYWOOD PANEL NOT TO EXCEED FOR SIDELITE�l®�i 1 I�-.;♦ I FOR DOOR 2B-1/B/WIDTH X 35-1/4{HEIGHT"T a taw z+ ' t' << 2 � II , '•. N I I 1 �` .�•.••�1D ANNAD c l o I I g a Q'' 12 drawing no. EDGEvDIST. � ° ' SEE M"ATI NS W 12—19 SEE ELEVATIONS FOR SPACING .� �.� sheet�2 of�4 1/4"MAIL CURV-A-TECH S.H.WDW, R SHIN O 3 VENT WIDTH UNDER SEPARATE APPROVAL TYPICAL ANCHORS 18 SEE ELEV. Is it FOR SPACING , •a 2e 13 ii 11 C - •> 13 I y ---� 91v Q 23 0 py45�7 8 19 JA D.L. OPG. 26 D.L OPO. L1 3 tai i MAX• WINDOW WIDTH v 31 9/16' 4c a 1 WIDTH TYPICAL ANCHORS MAX. LEAF WIDTH v 39`SEE ELM. LOCH OPTIONS FOR SPACING FRAME WIDTH SEE SHEET S Z 1/4"MAX. SHIM F O 3 PLALUM CLAD S J t� PLYWYWOO OD PANEL 16 O 18 u 8 W O 4 13 20 24 C4; u' <� II n 13 1 ' 2S 18Y'. MAX.LEAF WIDTH v 38' SIDEUTE MOTH c WDOD BUCK FRAME WIDTH C - Mbol 7 N L1AVMBAKMAD- ,t 3 :PC C.A.*/ d6�2 0 drawing no. AUG' 2 2012 W12-19 sheet 13 of 14 f .050— r' v ITEM 9 PART B QUANTITY DE1tL umoN MATERIAL MANUFV ./SUPPLMR/Rmum �� N .082 1A C-3001 1 FRAME HEAD 8083-TB 1.250 .8122A —E 3002 1 FRAME SILL 8063-TB - 3A C-3003 2 FRAME JAMS 8083 z n ; -TS - O 4A C-3004 1 FWD MF.ETM RAIL 6083-T6 F I FRAME SA C-3005 1 SASH TOP RAIL 8083-T6 1A C-30011 - 8063-T5 6A C-3006 1 SASH BOTTOM RAIL 808.7-T6 - A t� 8A C-3007 2 SASH SIDE RAIL 8083-T5 - 1LL � � 9A /8 X 1' AS REOO. ASSEMBLY SCREWS - P.H.SMS �'O .080 .082 1.594 IDA C-3085 4/VENT FACE GUIDES r FROM ENOS NYLON - 1 11A C-3009 2/VENT SASH LATCH AT 6-1/4-FROM ENDS 6063-TO WITH S.S.LEAF SPRING t 1.1 88 X 3/4' 2/LATCH LATCH INSTALLATION SCREWS - F.H.SMS 12A 3017-G AS REOD. N SEAL PILE - ULTRAFAS m 1.048 R _ 13A C-3011 AS REOD. BULB WEATHER STRIP.DURONETER L70 SIRE A VINYL CENTRAL PLASTICS LL 108 A� FlXEb MEETING RAu ISA -3004 AS REOD. ALUM GAZING BEAD ALUMINUM ROLL FORMED OC-8063-TB 18A - 2 BLOCK&TACKLE BALANCE - 5/8"BOX, SIANCE SYSTEMS OR EOUIV. 984 CURV-A-TECH S.H. WDW. SERIES 925 UNDER SEPARATE APPROVAL � m 1.062 .062 1.800 o F 1.312 ea _ASH OP Ra_L C-3009 0 6003-T6 ® x Fit r4i M 1.824 wo N �— 1.600 ~ 3 _ 1.082 .082 01_ O .812 ASH BOTTOM Rca R, OC-3006 8063-TB U `-1 0 � *ft*, .062 12 2.173 1ROAf - ""I auk ol .750 _. By�P.= .LLS-5, o m 2.062 -�{ 1.126 O I l c .s1�1 I _ O80063-T9 .0162 114 Eipf:�.A_AHMAD •o c 1.082 2.000 FU f .40.42Ll I38]8 .062 .912 1�-2.082 — f o Browing no. OSASH SIDE RAILEBAME JAMB FRAME CORNER DETAIL (y 9�-19 ZQ� VU12_19 6�s O C-3003 VENT CORNER DETAIL 6063-TS sheat 14 of 14 JAN 2015 M,AM I•L,?ADE ? `_!` MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND f2EGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vWW.miamidade.gov/hers Cury-A-Tech Corporation 930 West 23r'Street Hialeah,FL 33010 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 when;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. Thi$product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No.M95-19A,titled"Aluminum Tube Mullions",sheets 1 through 5 of 5,dated 12/07/95,with revision D dated 04/12/12,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 and renews NOA#08-0813.08 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. NOA No.12-0430.02 MtAMrMECOUNTY Expiration Date: March 28,2018 Apprdval Date: August 02,2012 r!X Page 1 I Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95-19A,titled"Aluminum Tube Mullions",sheets 1 through 5 of 5, dated 12/07/95,with revision D dated 04/12/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94- 3)*Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed windows mulled together,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL 5636,dated 06/12/08,signed and sealed by Carlos Rionda, P.E. (Submitted under previous NOA#08-0813.08) 2. Test report on: 1)Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation diagram of aluminum fixed windows mulled together,prepared by Hurricane Engineering &Testing Inc., Test Report No. HETI-96-1054,dated 02/01/96 signed and sealed by Hector Medina,P.E. (Submitted under previous NOA#07-0424.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC- 2004/2007,prepared by Al-Farooq Corporation,dated 07/22/08;updated to comply with FBC-2010 on 04/16/12,signed and sealed by Javad Ahmad,P.E. (Partially submitted under previous NOA#08-0813.08) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010, and of no financial interest,dated April 16,2012,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 08-0813.08, issued to Cury-A-Tech Corporation for their "Aluminum Tube Mullion",approved on 10/02/08 and expiring on 03/28/13. �WA4,60 auX99AM — 141, n )- KOA ez,P.E. 47 Product Con roaminer No.1 -0430.02 Expiration Date: March 28,2018 Approval Date: August 02,2012 E-1 -y 1.000 p- 1.750--y eae I 1R I j 2.000 TY125R - — - Q j 1.938 p T Las 7.936 I e 3 L M'. � .125 a 1 % 2 X 1/8" 4.500TYPICAL 00 I GLAZING PRODUCT TUBE MULLION 8063-Ts 4.686 -i O r h I LOGO r MULLION CUP (60113-T5) MULLION LLP 1.000 �j0 (rH1 (ALT.TO ANGLES) LEGS REMOVE TYPICAL a Q m CUP LENGTHS MUST BE CUT TO FIT SNUG WINDOW FRAME $dJ & INTO TUBE MULLIONS. I qI 3 p 1-3/4 X 4-1/2 X .090' &000129 TUBE MULLION .7 Q)3 'IYP, el 6063-T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS a )— —2.000—y 2.010 HORIZONTAL OR VERTICAL I I 2.125 2.125 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Z I X 3 X 1/8' I Z F TUBE MULLION I I _4 0 8083-TB k+ 5.5°0 F---1.480 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. OL 1.000 •125 I AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED 2 x r TYP. IMPACT AND NON-IMPACT RESISTANT PRODUCTS. 0 a,000 MULLION CUP (eos3-T5) MULLION UP w � (ALT.TO ANGLES) LEGS REMOVED m Vw o 125 INTO TUBE 6MUWonS.eE cur To FR SNUG RECTANGULAR ALUMINUM TUBE MULLIONS U TYP. USN NG MULLION PROPERTIES ONLY Q � ? N _ 4,000 L .129 THIS PRODUCT FUNS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ? 3 2 X 4 X 1/8' 2.000 HURRICANE ZONE(HVHZ). a M v TUBE MULLION ALL GLAZING PRODUCTS USED WITH THESES LE: WI MUST MEET THE Urnx 3 8083-TB APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER O INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2.000---1WOOD BUCKS BY OTHERS,MUST 13E ANCHORED PROPERLY TO TRANSFER II LOADS TO THE STRUC URL m 2000 l ANCHORS SHALL 6E As LISTED.SPACED AS SHOYM ON DETAILS,OWEONENT / X 4 X 1/B" TUBE MULLIOANGLE CLIP (6m3-T6) BASE MATERIAL SHALL BE BEYOND WALL COVERING(SrUCCO.TILE ETC.). N � 6083-T8 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ° R ARE NOT PART OF INS APPROVAL 12 y5 qqq 1.790 mW A LOAD Di1PAT19N INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 125 MAfEWALS INt1UDING BUT NOT IN=TO 9M.IMETAL SCREWS.THAT CM(E INTO jyp, I CONTACT KTTH OTHER DSSIA9lAR tAATERWS SHALL MEET THE REQUIREMENTS OF THE FLOW BLDG.NXXIE sGCDON 2oaT.e.a. -'Ty084p, �•�- -- INSTRUCTIONS: THIS NOA IS NOT VAUD WITHOUT CORPORATE SEAL c ry$ USE CHARTS AND GRAPHS AS FOLLOWS. OF CURV-A-TECH CORPORATION AND A LABEL AFFIXED. o<m e 4.000 ' P 1• FOR PARTICULAR OPEDESIGN NING. STEP PER ASCE 7 t STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING EntN JAVM ANNAO_ I o 0 ABOVE LOAD REWUIREMENT3. PRODUCFREVISED asom3Np1Y41g1wgl11hePMr11� hlJi PF B 70962 STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Bulliffins Code C:A:N.3936 APPROVAL Aoaptmiw•No 1 - .09 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH Dato :I .�� '•� ' aSTEP DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. B7 drawing no. 1-3/4 X 4 X .080' 2 X 6 X 1/8' USING ANCHOR TYPES ON SHEET 4,AND ANCHOR GRAPHS -qR 17 .412 TUBE MULLION TUBE MULLION STEPS ON SHEET 3.SELECT ANCHOR TYPE WITH DESIGN RATING M95-19A MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE• 6063-TB 6083-TB sheat 1 of 5 ■■�■■■■■■■■■ ■��■►\■■■■�■■■ .,,. - lir■■■■ .. ■E►�maM�■mom■■ ��►v■��■■■■■■■■ ■�iia■►� ■■■■■ - EE�r■■■■■■■■■ ►��■��■■■■��■ ■a�■■►\gym■�■■■ ■■MU■■■■■■■■ \\E■■►m-m-M■■MS ►■EE■mu\■■\N■ ■E■OMMEM■■■■ w■m■m■■■N■Em WOMM■NN■■EN■ ■M■WMM■M■M■M MUNMEM■■M■■E MENUMMEMMENE i ' ■■■■R■■■NONE ■WEENY■■■■■■ WERNMENUM■■N ■■■■W■■■■■■■ - ■MENNER■■■■■ - ■EERMENEWEEM ■ " 1E■■■\E ■■■■ • ,. ■MUMMMEN■■■■ • „ ■ammumO\■\\■■ NE■■■■UM■■■■ ►\■■■■■■■WEEN mommoE■■EE■E x - M!.!R ■ RE■■O■ ■■ - UNME■OMMEW■■ - amod■N■■■1\■ ' MUMO■■M■R■■■ EE■■mN\■■■mm ' EN■\■■►■■■NE ■E■E■■■■ERME MOMMEN■MEM■E ■WERN■ERE■E■ WERE■■ME■E\\ NEE■■NNEME■■ MENEWEEM\\■■ - EromME■E■■■E mommummmm\\■ E■\ii■V`\■■\NE • \►M■OM■■■■N■ ■\MILE■MMEM■\ ■\EIS■■EN■■■\' MRAMERN■EM■■ MUMENNE■EEON " ■RSOR■M■N\■M ►■■■ IEEE■EN �1■\\■■\\■■ NUMB ■MISIVIXMM _I■■\■■iii■ - MUNMEREM■ENE ■\\■En■■\\■\\■■ ■1\■fill\■\�■■\ o■m■t,\■■o■►\■■ nmmn■m■■■EE■ ■ . .. \\■\■1\■\\■■\i�I-'.© ' . ' WENEW ■■■■■■ WEE■■■■■■■■■ �r■►\■�■■■■■►■ , LINKINELIMEWENIN RM■RMLINME\E\ ■►\■EEE■\\NOON ■►\■■■\■■\\! ! !!■ E►\■ILI■■\\■MERE ■LIMMIR■■■■■■■ " ■�r■��■■■■■►�■■ �IIIII _ MUME\■■EN■■► ►\■■■■■■■■■■ 130 M\■\■■N\■E\■ ■\\MME■■RE■■■ ■■■ ■\■■\\■■ ■\\mmmmmV`CE■\ ■■mmmum■V`\■■ ■■■\NOON■\\■ ■■mM\\■■\O\■ ■MNE■RNMEE■\ NOON\■\�■■S■ MEEN■\\■MOWN ■M■NIMEN\■■M\ NOON■\■■�■■■ u � a m ANCHOR LOAD CHART M ANCHOR LOAD CHART ANCHOR LOAD CHART ANCHORS TYPE A TYPEA m N m 838" MI LL SA m R n 6 8; LL IL m ga In CLtR a m 0 5 8" a� _ 04 41 m Om Om � i r z M NNm LI LLILd m Z ~� or z F m m m � o In In 10to, ce w 0 M Vo ANCHORS TYPE B ANCHORS TYPE C F U rCTi M m TYPES TYPEC j z Q N 8i 20 30 40 50 60 70 80 20 30 40 50 60 70 80 20 30 40 50 60 70 80 I TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES $ 0 _ HOFROMAL MULL= Ay 0.t.Y.BH OR CYPE A0.1VCBFI OR C1YPE ARCHES IO BE WSCPoBED G MME RECTAHMAAR SHAPE c Ile� ,y'"� "° ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER a —VERnCALM -- ¢ LOCATIONS AT HEAD, SILL OR JAMB ENDS. g FOR ANCHORS DESCRIPTION SEE SHEET 4.MAW5 PROM=POD= �� N a si � (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) X01 m�a ANCHORS TYPE a q P A.aORC �oa �a muo �0.80RC I f NIUW6N SPAN "" Wt Yl2 ql:JAyAO PRODMTRBYISM S F4/C PE L7050 ®m pWngwlffitlb Fiatldn ',�, Dtdldtog Code TYPICAL MULLION ARRANGEMENTS �QR`� n�upptmtat$ $ WIDTH (W) m wt +W2 drawing no. 2 ANCHORS M95-19A sheat 3 of 5 ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' NOTCH-WOOD BUCK • TE i/4�ULTRACON ° at 4.0 ULTRACON CLIP t TO MASONRY Z In a 2 X 2 X t/B" 9 / 2 X 2 X 1/8• z/ANS 2 X 2 X t/B• tueE MULLION g ALUs ANGLE .a - ALUs ANGLE a ALUM ANGLE • _ ® 14 S.M.S. 8 14 S.M.S. ' _ g 2/ANGLE 2/ANGLE B 34 ANMGLEE C' s e ----C___ -_ ----G-- -- ",a ----C--- -- 1-1//44 EMBED BED -- ----'L'""��a / O �ma -- -- - Q • - --- 1/2"MAX. a 3 MULLION MUWON < MULLION .e.. TYP.CQN MASONRY BLOCKS CICS Q )BY OR 28Y 18Y OR zeY wo00 SICK MULLION MULLION WOOD BUCK a. 28Y Z Z m 2 ALUM ANGLE/ 2 AWMXAN MULLION 2 ALUMXANGLE TIME MULLION - 0 F 2-5/8'LONG - 2-5/8"LONG tl�3 3-S/8 LONG J O d --- ---,---- --------------- o 0 - i - m V�o I M B O ------C— Q e. Q O QQ • it Utn I _— 1.8001.500 X. I O MA ° MAX. ° "'1---- -- - - 1/2°MAX. d TYP. ' 1.500 •+. ��. MAX. FLOATING MULLION CLIPS � ALTERNATE TO ANGLES ALL CASES B if CLIPS TO FIT SNUG INTO TUBE MULLIONS I I 1 I 2%2 X 1/8" I ' ALUM ANGLE I I y r I I14 S.M.S. r m a+d -----------; I ANGLE ULTRACON BY 'ELCO' (Fu.177 KSI.Fy=155 NSI) c lit; t8N I NOTCH ANGLES TO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WOOD BUCKS NOT BY CURVATECH c m u o MISS MARBLE SILL 1-1/2" MIN. PENETRATION INTO WOOD MUST SUSTAIN LOADS'IMRO$ED. ` c OR TRIM THRU 1 BY BUCKS INTO CONC. OR MASONRY 8 1-1/4" MIN. EMBED INTO CONC. OR MASONRY -�C NOM PRODUCT RSYL98fl �q1 �F(M'pE 70SB2,'. m bemplyltyl withthb plod& DIRECTLY INTO MASONRY c•t lt, AdwfsB Code k 1-1/4' MIN. EMBED INTO CONC. OR MASONRY .i „exptowNo•�•• .�e • , ANCHOR EDGE DISTANCEPREeW'CONC. S1/a'DIA ULTRACON INTO CONCRETE AND MASONRY = 2-1/2" MIN. Mismi drawing no. a sIq 1-1/2'MIN.EMBED INTO METAL STRUCTURENTO WOOD UCTURE = I" I�IIN• M95-19A sheet 4of g iZ—(7j �o 90 LLz ALUM ANGLE 1-S/8°LONC(FOR 2°T ills ®14 s.ALS. 2-S/8°LONG(FOR 3°TUBE 2/ANGLE((CHART A&B) J-S/8°LONG(FOR 4%S'&8°TUBES) 3/ANGLE(CNARf C) m FLOATING CLIP ACCESS HOLE Z O1 TUBE MULLION N I LEcs REMOVED Z O 2/4ANGLE((CHART A&B) ] o -------- J/ANGLE( T C) TUBE MULLION O m Vo Lu ---- - ------ ---------- - --------------- ------ ------- f o g AI 10 I Z dna$ Mn TM I 1 O IAMALLEO IN EffHM CAN I Q O v DIRMOn iTUBE ARILLON 2/ANGLE(1CHART�A�&8) i TUBE MUWON I I ) I I I I O ANCHORS DETAIL 915 METAL TO METAL CONNECTION Q am $ s"a c O EmJr,.°IljVAp ANA PRODUCT Rmam •� pk PE "IcM bftw8hgmFIQWI Iiuildfeg Code - AecePb ra Dffie .02 6xPiretina 'dDlb �.. -.0,20 BY PiRwcanlcrdrowio M95-19A sr,eet g or s 4 1�1 Miami Shores Village 7BY artmentOV 12 201 N .2 en •a i Shores,Florida 33138 5) (305)756-8972 l ,j MBER:(305)762-4949 FBC 201D L� BUILDING Master Permit No. �c ti "15 -1 q PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING VREVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP (�J ( CONTRACTOR DRAWINGS JOB ADDRESS: lla� a � " w ! City: Miami Shores / County: Miami Dade Zip: 3 31 (101?Folio/Parcel#: 1 / 0- ! 3 6 ®® I O� ®0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE�: FFE: OWNER:Name(Fee Simple Titleholder): i Com— Al� I IV I Phone#: Address: D 3 w Vv ®(j� City: State: Zip: Tenant/Lessee Name: Phone#: Email: 0.1 4 01 CONTRACTOR:Company Name: G✓ -Phone#iya Address: Z � City: 160el 14 �A t e• Zip: JAC Qualifier Name: /G'6(/ Phone#: State Certification or Registration Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ n ❑ Alteration ❑ New Repair/Replace ❑ on Description of Work: Specify color of color thru tile: CC Submittal Fee$ Permit Fee$ J ' Q) CCF$ CO/CC$ Scanning Fee$ '''((� • Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ « (Q Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) i< Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of 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 abs nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature r1 a - L Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this a fo oing instrument was acknowledged before me this day of // M6V ,20 by �day of Al Q (/ ,20 /S— ,by (lam 'who is personally known to �'L'�Gni /7 ff� ,who is personally known to me or who has produced as me or who has produced /� (� as identification and who did take an oath. identification and who did take an o NOTARY P NOTARY PUBLIC: 1 i l r�' Sign.• Sign Print: Print: " ple Seal: nYP'''• �`L .;��t►, �, Caridad Diaz Seal: a ;�' otptsr ==Comm!Won#FF160477 `'Expires: SEP 16,2018 `•�(� BONDED THRU aCp��14` v APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) betail by Entity Name Page 1 of 2 w „ � � r x A i Detail by Entity Name Florida Limited Liability Company ELITE HOME PARTNERS, LLC Filing Information Document Number L13000121593 FEI/EIN Number 37-1755159 Date Filed 08/28/2013 Effective Date 08/22/2013 State FL Status ACTIVE Principal Address 2300 W. 84TH STREET SUITE 602 HIALEAH, FL 33016 Changed: 02/05/2015 Mailing Address 2300 W. 84TH STREET SUITE 602 HIALEAH, FL 33016 Changed: 02/05/2015 Registered Agent Name&Address DE LA FE, RUBIDIA M 2300 W. 84TH STREET SUITE 602 HIALEAH, FL 33016 Address Changed: 02/05/2015 Authorized Person(s) Detail Name &Address Title MGR EHP ACQUISITIONS, LLC 2300 W. 84TH STREET, SUITE 602 HIALEAH, FL 33016 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 11/19/2015 betail by Entity Name Page 2 of 2 Annual Reports Report Year Filed Date 2014 04/22/2014 2015 02/05/2015 Document Imactes 02105/2015 ANNUAL REPORT View image in PDF format 04/2212014--ANNUAL REPORT View image in PDF format77 08/28/2013 Florida Limited Liability View image in PDF format Coovrigh .)and Privacy Policies Slate of Florida,Department of state. http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 11/19/2015 iami Shores Village SEP 4 o 2015 (ding Department T_u_4, 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F BB�C11 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION 0 SHOP y� CONTRACTOR DRAWINGS JOB ADDRESS: � n1 79 I v " I I I City: Miami Shores County: Miami Dade Zip: 3 31 tog, Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): C ��j 5 iccc— Phone#: 3®sl" 10-v- Q0 u 1 Address: 3C�® U o2- UM a 3 It s -991 --) (30 —7 City: State: Zip: ®' Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Lt O` G✓ / �t Phone#: O (� y Address: ?_ ,3 City: �A ate: -7 L" zip: G Qualifier Name: (r C"G d/�f �/ Phone#: / State Certification or Registration#: 'Certificate of Competency#: 0 -,2 G DESIGNER:Architect/Engineer: Phone#: J Address: City: State: Zip: Value of Work for this Permit:$ / Doo Square/Linear Footage of Work: Type of Work: ❑ Addition / 9)Al ration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: �� 1 5k`0 fV� i Nrpo VJ Specify color of color thru tile: Submittal Fee$ 09 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$R"f , Q (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In bs ce of such p ted notice, the inspection will not be approved and a reinspection fee will be charged. Signature � �� y +� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foreging in rument was acknowledged before me this day of � lp 20 ' by y of 20 /� I by ,who is aersonall nown to who is personally known to me or who has produced as me or w as oduced as identification and who did take an oath. identific • n who did take an oath. NOT RYrB - NOTARY PUBLIC: Sig Sign:Print: plCvz, Print: ~ rp' Caridad Diaz Seal: Seal: _as :Coimussion#FF160477 a. �,, ^�o .e` Expires: SEP 16,2018 .,�q �a• e^�'"' `•;F �•' BONDED THRII '• '� 1sT FLORIDA NOTARY,LLC APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) v I WILLIAM PLASENCIA REGISTERED ARCHITECT 7700 N Kendall Dr.#506 MIAMI,FLORIDA, 33156 TEL: 305-233-2589 August 27,2015 Miami Shores Village Building&Zoning Dept. 10050 NE 2nd Ave Miami Shores, Fla, 33138 Re: Improvements for. EHP Investments 272 NW 111 Terr Permit#RC-1-15-144 Dear Sirs, I inspected the above captioned project to verify the installed wall&ceiling insulation in the family room.The ceiling insulation installed is 6"batt type insulation with an R value of 19.0, and the cbs wall insulation installed is foil back insulation with an R value of 4.1 over the%"pt furring. I hereby certify that to the best of my knowledge,belief, and professional judgment,the wall&roof insulation installed are in compliance with the approved plans and other approved documents.To the best of my knowledge, belief and professional judgment, the approved permit plans as revised, represent the as-built condition of the wall &roof insulation. sees Sincerely, as** "•'0• .. 0 . .0 s •♦ssse see* sees:. 0.0000 0000 • • • 0 • s 6.000• 0000 • •see• William Plasenci • 0000.. 0000 0000. Fla Reg.#AR 0009693 • .. .. 0000 0000.. 0000.. •0000. 0000.. �. 0000 0000.. 00 0