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WS-13-2462 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-204986 Permit Number: WS-10-13-2462 Scheduled Inspection Date: December 26,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: EMILY BRADFUTE, EMILY BRADFUTE Work Classification: Window/Door Replacement Job Address: 150 NE 108 Street Miami Shores, FL 33161- Phone Number Parcel Number 1121360100040 Project: <NONE> Contractor: FLORIDA WINDOW&DOOR Phone: (561)340-4300 Building Department Comments INSTALL L 24 IMPACT WINDOWS 2 IMPACT DOORS AND Infractio Passed Comments 2 ALUMINUM PANEL SHUTTERS INSPECTOR COMMENTS False Inspector Comments Passed Z, i CREATED AS REINSPECTION FOR INSP-202227. NO CONTRACTOR ON SITE /( Failed �l Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspections please call: (305)762.4949 December 26,2013 Page 16 of 19 Miami Shores Village ?{�� -°.�mED g OCT 3 12013 Buildin g Department artment - e , 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 i INSPECTION'S PHONE NUMBER:(305)762.4949 1 Y '' So FBC 20(C) B DING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: `5b tL City: Miami Shores County: _ Miami Dade Zip:3314 Foiio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder)je e lbkoO� ,EMIl 6t 4Aa fd Phone#:M 7-3.?z& Address:45-6 AI /D F Q City: /ant l�/2r S ©�es State: Zip: TenandLessee Nance: Phone#: Email: CONTRACTOR:Company Name:�®/'ldtt an boor Phone#: YC?DU Address:&3 6,0 !V Lj ��+1 G_l�a� X10.2 City: C�/sa-t 9�CA (p�'�Gt..'d,'A s State: /51 Zip: �.3� d' Qualifier Name:Sco� �(J el-1 l,// ,, Phone#: State Certification or Registration#:�y�� /�2 F//TSG Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer:&w ��ii�e •�� Phone#:`7".3soy- Value of Work for this Permit:$olf ^• DU SquarelLinear Footage of Work: Type of Work: ❑Addition Alteration UNew (( ❑Repair/Replace ODemoliti]on Description of Work: � >F''0�� e.•� &V f. 0 .�. ��'+ a.t► �Q'Or �/ Color thru tile: xw��xx��xa�am*xxxx��xxx�m�x��xxxxx�mxxuFeesx��xxxxx��x��x��xx�a��x*��xxx��x��+xx• i; Submittal Fee$ �_� °�'� _ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) A11 Bonding Company's Address City State f� zip Mortgage Lender's Name(if applicable) /Y- / / Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." ° Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner of Agent Contractor ,�.•^ The foregoihostrument was acknowledged before me this The foregoing instrument was acknowledged before me this y y 4-u & J�= = '' r day of�e:'blbrae ,20% ,by es cagy' day of 20 b �, v r tea e fez . who is personally known to me or who has produced 9 11 V! '�� who is personally known to me or who has produced As identification and who did take an oaUi. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: air Sign: p :' { Sign: 0?—rn�g44 JEW Print: p I-D C_,_ Print: ft,.W, dt@ My Commission Expires: =, qA p Ogg My Commission Expire* * MY COMMISSION 3 EE 830795 A MY COMMISSION#EE 832434 EXPIRES:August 27,2016 s�� EXPIRES:September 4,2016 �q��°R`O� B=Ied Thu WN K"Smvk s °,jam'. Bawled Thru Not�y PubBC Urtdettniters k,kkskkkRK'ak N+kkKsak,kaPxae�,kKaak gal= kk+kskxakkkNBakskHkkakk8aga,kkskk,kkakkfikkakk8aakskaRNnk+kkkkkdakkRAak o ��3 APPROVED BY Plans Examiner Zoning �llkl� Structure.Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06110/2004)(Revised 3/15/09) r MORTHOL-02 i KA CERTIFICATE OF LIABILITY INSURANCE bum TMS CERTIRrATE 4 ISSUED AS A MATTER OF INFORiA vMN ONLY AND CONFERS NO MGM UPON THE CERTIFICATE HOIAEFL TM CECtTIRCATE DOES NOT AFFIRMATM&Y OR NEGATN&f AMEN O, EGRO OR ALTER THE COVERAGE AFFORDED BY THE POUCMB BELOW- THE CERMICATE OF INKIRANCE DOER NOT CONSTMITE A CONTRACT BETWEEN THE HOMO INBURER(Bh A ATNl9 OR PROWLER,AND THE COMMATE HOLDER. rANT: tf mfflbmb holder is an ADDITIONAL MIJ URIA du: )'must be amtorsed. E SUBROGATION p WAMW6 w led to do terreaa and condillorm of the poft a bbn poacteg,may require an endevemeft A sbtmmd on this Bowe does not confer rtes to the hoh hi Nq of such' s Adomatia Oaba ftcoosaft his wmm Ate.In 1 ADP Boule and ftsoMI ,NJ am e O A:Travelm lademn of 2 t NordMd HNdhm Corp. e a- M a R lode WbWlow 8 Door tic: 7108 Fairway Drive Bubo 120 moo: Palm Beach GwdeM FL 33418 unumEr Fs COVERAM 1TE 1 I �Tft 0 TO fEttM THAT THE POUCIES OF Ob CE LIST®BELOW HAVE BEEN ISSUED TO Tw Msum NAM ABOW FM THE MUCY PMW IMAM NOTWRHSTANDM ANY RECUIR mm,TERM OR cON nm OF ANY CONTRACT OR OTHER DOWWIT WITH REMELT TO W IM THIS CE1MtC,J►TE MAY BE WJED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES MMMM HEREIN IS Mj=CT TO ALL THE TER^ 00 AND CONDITIONS OF 81"POUCEB.LIMn SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIAd9. TM0Fa erg e;J�tA.L;11t99JiY EACH f : • COMMOUX&GENWALUABUff f :1 wws-wm ❑ocom Vm exP cue. I f taw-AADVtNAW f US.AG9W=r=LearAFKJ3SP9ft PRWttcrs- AQQ f FattcY t oc f AusuAeaM AWAUTO _ SMYB�Y(per, f SCHNOULED AIL GWNW HKMAVMS armm f f I LAun HUmusamm 00m EACH 8.. Lima ANTE $ f mt361PLOYl1wLIA6amm x A ANY YIN NJA 3 10MP�13 1014 ELEpmA Yr -f 1� �m+l © EL -rCAL�#9 f° 100 rLL -POtJCYLWr S DEGUMMOF01MMMMILWAMWIV090M( AO=+a+.A ed*aa%ff qa913 l CMtT.*=IrE HEM TAN SHOULD ANY OF THE AMR DOWROW POLUM In CANS B1BzOfW BIlQi�111O. THE LIBATION DATE 7r�tP', NOTCH WILL D IN ACCORDANCEVATH70POLIMPRUIPUM Duliftw. rtrrrmtt -10050-NE a Ave AW0 . • Mlanni 8ftorv®s tl111a8e F1»33138 .- . . . " 0198B-MO ACORD CORPORATION. AH r4oft mmverL_. ...- ACORIO;k.i CMQ" The ACORD nwrre and logo are u ctACOM Lt• IV 19 9:77fiN ids tieitoctet V111.t.11 $td� I Rv.VIVO f. 1 ' i ANNX M. Gaxxox p&&wvftwwp&mwd*pL tifao�lTf�A1� 0 ar+t�iwtoodt t wmv*dmummT@LWM i1 N.lOGiBD#iOl PALM BIRCH MOM FL=418 0 ammmm# I wwwwom I Awpm KLO 11- •Wmm 3 3>� a�ent.�s�d�tlM�oJ�dp�odl�tl�er ��0�. STAt'i'�t�fL�01�A PALER BRAC"COUNTY 34 94 LOM TAX XBMW FUMMVNCMmDM LIM Number.2HO04 M FLORMVVIRM&OM EXPIRES BER 2414 j ao•I ou lQ�t1 F#»�944$-iT�9D 't'�td �o of tRa �"Z;WdM=be ottl aid in slob e swloOeapeab�+ovl�rot�p�Bp, I .FN 20--#13ROB87086 NOTICE OF COMMENCEMENT R Bk 28902 F9 47221 i pq) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 11107/21 X13 09:40:03 HARVEY RUVINdr CLERK OF COURT NIA111-DAOE COUNdTYr FLORIDA PERMIT NO. TAX FOLIO NO._`/-a1 6-a)9-L��°!LL) LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of pproperty and street/address: 1s?/� �' d�aea>� ✓tc6 �s o'Ulu �" f� ® �,07` �4 ��k �3j �n11 '1ze 2. Description of improvement: r/&S:I-A/f /L%es.��'r G{ odlGpF7lc• Gard' �jf, G'/ 5 3. Owner(s)name pnd address: �f 4! o_`4)10 ee)Af = 6-1 Anawf� Lfo fI L= /CO's'' S7 Interest in property: 4 e_,,f.. Name and address of fee simple titleholder: Ay A 4. Contractor's name and address: _ 5. Surety: (Payment bond uired by owner from contractor, if any) Name and Address: �� Amount of bond$ 6. Lender name and address: _ ti 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: A/ 8. In addition to himself, Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature o Own r Print Owner's Name Prepared by � r Sworn to and subscribed before me this rs}m day of_ti-° xic ,°lam_, 20 Address: Notary Public: _. Print Notary's Name: , 'Y I My commission expires: FRANCIA D .CABRAL MY COMMISSION 0 EE 832434 aeR WIRES:September 4,2016 �.t9(„�c••' �nded'Rw Notary Public Undenwkere Florida Building Code Online Paige 1 of 2 MaD SM Nm� #top In Um Regc�lon # rat Togo # Submit SurdmM 1 S�8 F� # PLb4eadM NC Stag# WS San Mir � Lbft � S=h Bu tnw�^e°°s^ �a,►,> l Pro I I *=.Public User- R U > >AWkettiatl List>App{ketion Dew ii �IIIiY�I �I 'Ts li FLS FL35920 Application Type New Code Version 2010 Application Status Approved Comments Afddved IM Product Mamgbc m T M Windows LLC Add►esslP MgJEtnag 601 nw 12 ave pompano beach,FL 33069 (954)781-4430 smamer@bnwlmtow.com Authorb:ed Signature Frank Bennardo freNd>)wgexp.corn Technical lrBtv9 Address/Phom tEmall Quality Assurance Representative i spry WindOWS Subcategory Fbc� Compli, Methoe Evaluation Report from a Flork;a Registered Architect or a Licensed Fuxtda Professional Engnneer Evaluation Report-Herdcopy Rived Fkxide Engines or Architect Name who developed the Frank Bennardo Bauman Repot Florida License PE-0046549 Quality Assurance Entity National Accreditation&Manegmrtaft In VU A Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E.Wince,PE Validation Cheddist-Hardopy Received cowb ate of Independence R i,s20 R8 COI Cart Indeo.ndf Referenced Standard and Year(of Standa(d) Standard �[ TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Cermw By Sections from the Code Product Apinoval Method Method 1 option 0 Data 5r 08/24/2012 http://www.floridabuilding.org/pr/pr app dtl.awpx?param=wGEVXQwtDgsDdFYerPIwH... 7/25/2013 Florida Building Code Online Page 2 of 2 Date vaudded 10/10/2012 Date Polding F3C Ap M7W 09/08/2012 OM APB 10/16/2012 of Products +� mmubw or"me 20.1 '30("Alummtun bled Window 7CreeW aftnLk gBennmdo d WbMow- 74"x 122" MUSS 55y: Appmied f r me In NYHZI Yes ubmit MAD.odf Appmwed for an mrtside WYHls Yes P.E.46549 IMPSIM asostmb Yes Created Prossuret+70/-70 Thud Party:Yes AE Eval.adF ndepmldelltThlyd Pa :Yes ' Canwus;:1948 Math Moores 5treeL Tallahassee R 92399�aie:85n487-1824 The State of Florida is an A000 employer:[oawiaht 2007-2010 State of Plaids.:: Ihdm FW As law,Mail addresses ale Pub9t records.U you do net%mrt y"e-m ll address released In response to a pubk-records request do net send etedrenk mall to this mhtltY•Instead,coact the office by Pie or by badabW ma9.If you have any Ques-d orhs.Please contact 850.4871395.*Puma*to secrbn 455.275 (1).Fbrala Steams,efPecM erg 1,2012,9wnwas aaenmed urn Chapter 495,F.S.must Provide the Deparbnent with an enm9 address d they have mm.The emus Orovded may be used for oftidel amvmaUtadw with the soansee.Howawer emeli addresses are public record.9you do hot wish to supply a Personal address, Plasm provide the Deparhmerx wIth an ema8 address which can he made available die pubes.To detmnrmo By you are a licensee under Chapter 455,F.S.,pease dick bgM, Product Approval Aompew I hapJ/www.floridabufding.orWWpr app_ctrl.wpx?pmm=wGMQwtDgsDdFYerPIwH... 7/25/2013 h.i e s��.. � o .at�aovanos ? .. •.� . . _ ..... .._..__ .ee....Nf�weY.eeeeeii„1,7e�.i .,,e, i Product Evaluation on epos# � AugustA 20012 FFtLBS Praje�t NUm�er: 12=Ti1-04 Product Manuft4urec TIM. LLC ianufaoturer Address: 001:H.W.f2th Ave. Pompano Beach,Florida 33MO C Product Name&Description: Sergi 300 Maygnum Fbced'1iVindow Later&Small t$impact Resistant scope;of.Evah om This Prodact.tvOlUstlori Report is being issmed in mosprdance with the requires of the Florida t►f Buss iain.f,Ftatda,Bu�7ding Comr►aisston)Ring 016. r . ,F A G.,far p ace per'il�eptod 9{d): The pry.noted above hm tea and/or eriaEua t a�suimmarized'hence to sht cum auk the� Fto Build�'C�•�I% #Qr the purp attended,at bast equ� . the Gee. f to-elan ofi this not r�td 1bliing petit FidEt Buiidtrrg€ tie rrtru;or revistcros. t i Va fly.` PRODUCT MEN= 'FLB draft#12'l -04 OW"Sari"3W Allu oiinum FIXed•MndW,sF 1.3,pr"ared by goqlneerfr4 Express,signo1' mated by-Frank L.13emarfJo,P:F.is of intelral part of#&BMkWAOn :Report ,Urdam star struchoW pertoroom has berth teed in accordance with'SAS 202 testes per test reporE{a}#(*11.,0142 OyAnWom Test Lab of ;Florida(ATL). Large n*00.itnpapt reoWarmo and oyck loading pertomancte have been tested In accordance with TA3 t. .20i,202&203 test stpiOwds per-lest repo**MI 1.01-12 by American TestLab of Scum,Fbr (ATI.). Y.CN ma RO n ee iy--Ti'it=Si'f7Y.S.L1G7 . Structure engineering calculations hoe boon prepared which evaluate the pt bid on conparom and/or aftnal fat 1 w*sls to u . r�cd : •;c,3 2, Mmdt'nurtt AROWaW Slmq�a.a C mb a 3. Adams ShV$A* ns P: . 4. 04ow Ctapr � .• 5. Anchor 69 i. No 33%1wrease in WWAW stress has been used in the demon of each pro9uc�. 1.60 SW 1:21" AVt Wur- #i06 DEERFIELD BEACH, F=L 3344 PiiaNe: 854-354-0-660 4-0443 w iN4V.;E�YG:Et<P.GOM I ENGINEERING EXPRE'SS�' August 23,2012 , TM Window,LLC.—Series 380 Aluminum Fixed Window PQ Page 2 of 2 The following are approved for use in the HVHZ as specified In their corresponding NOAs: • DuPont SG Intertayer(NOA#1149.24.02) + DuPont PVB Interlayer(NOA#11-1118.03) i Impact Resistance: - Large and Small Missile Impact Resistance has been demonstrated as evidenced In previously listed test 1 reports,and is accounted for in the engineering design of this product Wind Load Resistance Each product has been designed to resist wind loads as Indicated in the design schedule(s)on its ! respective Product Evaluation Document(Le.engineering drawing). _ i Installation Each product listed above shall be Installed in strict compliance with Its respective Product Evaluation Document(Le.engineering drawing),along with all components noted therein. j r Each product component shag be of the material specified in that product's respective Product Evaluation '- Document p.e.engineering drawing). Limlie#ons& Conditions of Use: Use of each product shall be in strict accordance with Its respective Product Evaluation Document(i.e. ergineering drawing)as noted herein. i AD supporting host structures shag be designed to resist all superimposed gads and shall be of a material listed In each products respective anchor schedule. Host stricture conditions which are not accounted for In each products respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. j AD components which are permanently tiathlled shall be protected against corrosion,contamination,and other such damage at all times. Each product has been designed far use within tho High Velocity Hurricane Zone(HVHZ). i. i i i i f 160 SW 12r" AVENUE *106 DEERFIELD BEACH, FL 33442 j PHOWE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM f I i TM: WINDOW & DOOR SERIES 340 ALUMINUM FIXED WINDOW w. T M. LARGE AND SMALL MISSILE IMPACT RESISTANT pa i d GENERAL NOTES 1. TMSYSMMDMCRMW*IeRONHASUOXDMQNMA041M ED iN ACCOROAAXE WITH THE 2010 FLORIDA BUH.DMOODE,FOR USE WMflXAX"UTS=TFR?HOW VELOCITY HURRICANE ZONE,PERTAS 2011 -am/m Um IN TRIP mm O"m mm WORD 'u AWOL M LOAD DURATION FACrVR 01-1A HAS Bls:Al USED FOR WGOb MI310R D TGN. i 3. POSITIVE AM NEGAW4 OESTOM PRESSURES CALCULATED FOR USE V11TH THIS SYSTEM SHALL.BE ' OtT'EkMRCEO AY OFH$tS COIA]OB+SPEC[RYC BA5tG I6f A OI�ICNCE WIYH'ME GOVERNOW CODS,S TE SPEC M "LOAD WII¢O LOAD S SHALL BEPATUOURED M AC iM WTT.11AS11.7 AIyIO THE 20"Fimm BUILDING CODE BY SEPARATE ENG MIERMCWHFICOTION AND SHALL BE LessXP VK EQWILTOTHEPOSTIIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WTIMN THE LOfiN'ATIon iii999 ; STATED 4M SlWe4 DETAILIA HM MIS GEt M AHD DOES NOT PROVIDE t eo*iATION FORA SPECIFIC SITE. FO4SrM COHOITIONS OFFERENFfROM THE COMMONS DETAILED HEREIN,A LICENSED ENGINEEP.OR © j RENSTE ED ARCHITECT SHALL PREPARE STYE S CU7C DIX%lMEpiTS FOR USE W CONJUNCTION WTiH TM DOCI S. PERMIT HUM SHALL VERIFY THE ADEQUACY OF-ME WSTING STRUCTURE TO WRBSTAND I SUPERIMPOSED I.OlIOS-'WOOD EUM(BY OTHERS?SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE E109TING STRSdC[URF..& MLA.TTPI.BUN m musT BE TNSTALLE umaa sTRucnmA4 mxuoNs APPROYEO BY oTHERS OR UNDR SEPARATE CERTIFICATION. I 7. ALL smamous imAm Be 6003-TB ALummum AHOY,UNLESS NOTED OTFI:RWISE. & EXTERIOR SEAM OP MOM ODRNERS,TNSTALIATION SCREWS,AND GLAZING BEAD ENDS SHALE.BE SEALED WITH SIICORE: j 9. ALL mx,[s&YYASHERS SHALL Re YAYOCOum STEEL.,GALVANIZED STS.OR STADILM Siffi.WITH A MINIMUM TEIE"iILE YI"$mqm OF E9 N$I. 10.ALL 131MULAR.HAWUALS SHAD.BE PA1NTW OR PLATED AS PRE ED M THE FLORIDA BUILDING CDu. u.ES.bt7 w DE Nw*m&Cb.,INC°.-wtAerm PVB U4TERIAYER RLOA.t 11=L'if&03 12,EL OUPONT DO NEMOURS&CO.,JNG-SENTUVOLAS WE R.AYER N.O.A V 11.0824.02 19.AP RIOVEO FOR WWI AND LARGE 24ISSI.E IMPACT APPk.ICATIONS.SEE GLASS TYPES FOR ANY RESMCRONS m t FL#•15920.1 • •N�MM�MK�I.jp e. III Ir MX FDRANaMM TMA&C POSSIBLE ARCHITECTURAL SHAPES: f'w EXCMD Sm OFmmm RECrAN"mmmmm AROUND �. � ..a .,: ........... __. :. "� .. _. - �:; ,:.: `"JOINT `VYELD ------ ... (MAY VARY) fLIPP R TR N& HALF-itaUwD E%TENDSD RADR S @kTENDEB 6a7'tllC D IC i mcrmm QUArMEREUTP OE QUWMR StWINT TRAPEXOrD Ex ....�t..._ C 7evDD rtiu FEarrAUaro �►'� lot PICAL ELEVATION � • oa.a wmTy-wwaoow moron+ a• QUARTER SE6MENr QUARM ROUP0 FULL ROUND P I.o.ceKSaTi m mow _a+ aCTA(aroN OPEN BOTTOM OVAL QUARTER ROUND FL #1592-0.1 rV CMCLE SBGMENT 0 ALLDNtABLE SIZES LOAM MAY BE DE7 ERMINED BY INSCWBINB ARCHITECTURAL ocracaw Z SHAPES 0v SQUARES Oh[TECIANOiES M%T DO w0T EXCEED SUM Off FABE54/6&5(8. j ARCHrrECTURAL SHAPES ARE LTV37E0 TO t 70 FsL MAX. WMTK AND LENGTH:DIMENSIONS CAN BE 0RWkrt0 VMt4,ILY At$RIDO N ABOM E I ExiSTIM"M Mt°TAL STRUCTURES(STS9, ED,fx D7ST ALUM.IM MUV.!J THTCII) . . ffi'fLti�r<,.36KtMtlL ANClK)RBPIANCHOR I ALUMCNUMt 8063•TS SCHIUM&SEE 1YPICJLL SEE MILLION APPROVALS IfOR .26Y 11t0UDE11CtC . ELAVATION FOR SPAaW ON TTPE AND SIZE, • alsT ED,GE D,lst' y �' � 131 OR2a WOW ' SUCK(OPSDM" ..... M .. .. �.a.. N SHIM .. '� 'MAX SHIPI• �314`MAX SHUd iJ4°MAX SHIM 4 ELEVA ONH OM 4 AMORSPER � SHEET 2M FOR ANCHOR SCHEDULE. jp { 3 5 SPACING �'A bx9��7f 7 SHE.LK216FOR SPACING FOR $ 1 . SPA61N,6 OPTIONAL SURFACE .c , .MAPR�. F' •, L TYPT94 ANCHOR& W EII;V.ON PAGE 2j3&mQm WOOD,EULXS AND METAL STKUCRBE NOT BY TM V2 MWS. CHARTS,FOR SI+AC[NO aTlUnNTn'Y TRANSM SUG7T'AHIN eM LOxAaOrSMiMPFOt l W R BaY sC T RCnm.S TEM AND, d , Q � c TM¢B a•-ara•oIA.LH.TaAextlisY�eLar(w>atn KSI, �� ` , �f FAIM=(M CGO)(2&16 PSI MIN)OR GROUT i. b6 gggg��i 1-314°MIN.EMU®INTO CONCRETE•OR GROUT PAJ" Oat 1 BL . i to-.w9pstQpAV-'43=(FUa177KS4 • r)-iSSXSI) WTO 26Y W00D,BUCKS OR AV00b SfRUCtt>$ES = (SYPi2 Gm0.59 AILN) am OF AR 2-1jP MW:PENETRATR7N INTO WOOD SCROXIMSEEMM FOR SPAQ 6 ELEVATION ON SHEET 2A TYPe'C=1/4d8112A.S31@ET MSYAL'&EEIOlt(<�A(GRAM S' . 2 4 NG MIN)(FO=120YM.Pp-"KSO I MW METAL STRUCTURES(S F94C E3 PASS THE f .e "IM MLN:)STEEL,%,Tw-VON. 1 N OR 2x WOOD,SUCK ALUM�WtA,IM TEX MILL X6463-TS M90 (OPTIONAL).NOT SYT.M: ( C'NTAC!WnW ALtltyMM TO BE PRATED j QRPAWTED �( uGe{�38TAH� uWMCDPECRETWOROUT FILLED BE=-2412"MIN. } INTOWOODSTRUCRlRw.=1°MXd. i INTO METAL STRUCTURE 4 3(4°MIN. EIQfiTINO HOST +2i M-04. STRUCTURE - PCA L SECTION F-L*15920.1 . v o Y-r VEAT SECT z } ,`.,J5 1 i MAL STRAMM AUK 10 KEN.' WIM--4 TYPWAL JOE CrI!RN _-TEM-ge S-.;HEDULE'Ap IX OR 2x WOW V=(OPMW4 ERA = MVPM ON S"Wr 20 aim u oz IMf it.-If I), F R #15920.1 1 C I "M iW-I tiile-_Idlk "Iz , OIL-1.4 ®r long WAIMHWMMI�Mcn �VM MUM WWWW man' Id MUM FM "N, WMW 0 -sw REM ERA = MVPM ON S"Wr 20 aim u oz IMf it.-If I), F R #15920.1 1 C I m a M WTA=PVB MBUTACMT M 4,,., AQFEPW 080SOPINT2RLAltHt tNTER4AYHl MTtSt1%1VM ER .W ANN. A= 3(e ANN. 3(e'ANH DHP7(t mmm �� w"F D S67TING.BLOdC '. y�$t SETRNG �� SETTING �� A ATHPUMS LS .020 MMACITE PVB %-ANN. .M WrAt3TE W& H>T VIrEPLAM Va ABLSPAM AV m"YM 3e AWSPAa .090 SGP IN'TENLAYIR '.080 SGP tNTE%AYEH I4°ANN. °AM Y°HS. w N,S. Y0.TOW %/4°T@1P 3 WT D Huu.LTfP ' oedTH 3 OSPtH a (4 DBPrH P (iYP.) t StMHG BLOCK• SL°tTINO OlAflf SETMG.HLOt7t 5T6� ATU POUITS AT V.PO;NTS AT K Pt?MM mn ti999 i3 SS {�sr� MATER"SCHEDULE Y TTEk! FART OSSERMTtOH MATERL�tt: UAHU'./SUPPW /(N:tdMS T NSM Gvw my ovmwm k10R091011 SnBS-TS a 1M-b20 t/S°OLAS SM M 1"OIASS 88&S-Td 3 TN-327 t/S°GLUS SM POS 8/W OLMS s"s-T3 '$ - O.S70°MW O VMW MU AM 0.187`T-SLOT - TPE PdI.Y%426pn6m NO S/7M am SLIWO B 3w) Yam,w- a.17(PA U45MAM CLAN SAM NO AIM' 7 340%1 Y117A.WAR- 8RT0°O !/ta-mm Sjt.MAU"M wo AMMUM . 8 - o os x 1 sMS'umn a eA6il+7-w w�sae OR 2 mm TOR aec7A"m tdow t NAM am } Ism scALte �ncc scsale-MORONGA � Ph A •ONLY APPROVED FOR LARGE MISSM IMPACT t 86Tm om t°Woo.If*Pam ww Down maw _ anom wmM +TB st mm wommomm PAM tL%STOVMM AWAMN IN MONEF s PDmoswuiee UMW" U-'fN11A1-� � 011- AU M M'V°O V M 2°unto AT UZW&WMW%1""M(tv I MM'M ALIA"M s/IV.XL NU OLM WAM STatit$.t�OM 1LLi.UM s1�T 7/w•10.6W MM SFUM S7A -SW JAL MP.FIO. . T PAIMA9Y" m FL *15920.1 8 » am a.570 - *. . .. o.o3s O.M Ali el J. lie A 0.093 it] ....4 w.. y�-• :. .. ':a�:.�.-.L`Ct:i s:•<:q,.>;,,;.a:.,•�+.-'3...G ri—.r:.:':•._�y�:.RLplWdC9[C_S4_:N`::' � xi .,..i:...-,..R:_��•'� - .'ti.. e:t�a<:y�ru��.^,•.., '�a�. -^», �.. .,. rF� .-„�:.r�._Ff§�s:.i i�cr:}�.;�..,�.^.,vr...,. -.idi, 0.050 9.033 t ~ i SWAM 2az cl �-- z _ E �— 3.033 .. . 0.813 PART @aka IS A.000 0. 0.270 0 0.025 �a6 06 � °oa° � f2 �''�• .�� 0-07 j-0.030 0.028 °T- 0.0 _I.. 0.090 0.080 0080 Yt 18T vim IT NOTE:• ? EX'T'RUSIONS NOT TO SCAM. Ft #159.20.1 } i MRS OF NON RELTANGULAKSHAPES$HALL w •� LIM OF SCREW SPLINE SEALANT(TYP) i SEALANY(TYP g till s�� a' oil . SEAMSEAL MAY HAVE TO BE REAPPUgO INT"g f(ELO BEFORE INSTALLATION DF WINDOW,INSPeCTAIIlOI M TO ENSURE A PROPER SEAL i I i 32- 1 FL#15920.1 , . #Sx 1`GRADE S S no (FOR SO°.CORNERS ONLY) O 0 Florida Building Code Online Page 1 of 2 PftHN7iD DpmM ig K Home tag In I hoer f Hat Topics { SuW&Surd atge i Stets&Fads RUCWHOre tC stag KM SM Map } Lmb search Bus�nes Pry I I AM°`°"a' phodtict ulati�n > >AMkMn >Ate DoW I • FL* FL16132 APOIretlot TYPO New CAW version tow Comma" ArdlNtad Product ManUOICIurer T M Windom LLC Addrass/Phate/Etratl 601 min 12 ave pompano beaeh,FL 33069 (954)'281-4430 smet;RwQbwMndOwxwn Ate SWUMn Frank Se nnatdO frdnk@8ngexp cDm TedmRal Representative Addr em/Pl-WEMM QtatUy ASw2n�ReprOMOt ve AddronfiRMAMMUD catellory Windows Submt3M Caserrtettt Qa Meted Evaluation Report 2NI�from a Florida RegMered A Or a U Florida professional Engineer Evaluation Report-Herd®py Re.:ilvad Florida Engineer or Arditd Name who develOped the Frank L.Bernardo,P.E. Evakmtlon Rdport Rork!IL PE-0046549 QualRy A:suranoe Entity National AcaeffatIM and MwmgWV t MM to Quality Assurance CtptraCt 15MInItlot Date 12/31/2015 Validated By Kea E.Lorince,PE Validation Oteddist-Hardaopy Reoetved CertlOCate of incle endetnce F+6+32 RD CM MmOdaLedf RderetttRd S»defd and Year(of StandarM StwWom year TAS 201 1994 TAS 202 1994 TAS 203 1994 SQwvatanco of Product SYandera Certlfwd BY Sadiona from the Code Pro duct Approval Metl>od Method 1 option D Date SubmVad 12/21/2012 htty://www.floridabwilding.org/pr/pr app dtl.aspx?param=wCEVXQwtDq�'Yf4ng 10... 7/26/2413 Florida Building Code Online Page 2 of 2 Date Weed 12/21/2012 Oate Ptatmng FBC Approval 12/26/2012 Date Approved 02/04/2013 of ProduebP a9 Number or Name 161321 PWO 525 Casement WkWM Akanwum Caswn@nt Window Large and'SmaP MiWe Impact Cruse zosamaues ImtrocimOms Approved for use Na NVKb Yea EU6132 RO If Dwo nrff Approved foe'use outside NVNZt Yes VerhW By:RMk L Bernardo P.E.PE-00400 ImpmGt Resishuds Yes CreaW by Independent Thud Party:Yes Design Prosaue:+70/-75 agaiuseon Reports l7Nlan FL16132 RO AE Eval.mdf Greater!by Third :Yes Contad Us::19 Noft Meaiwe!treat Tel6hese FL 32399 Pig.85a-487-1624 De Suft of FWWa Is an AAAZD employer.QcyaWhUM L2019 States of Sadda.:: Under Florida taw,ema8 addresses are puck ma nds.If you do nx stunt your e-mW address relased In response to a pWdk-reards request do rA mad eledromc malt to dtu ew*.Instead,a sect the office by Owns or by trddvom m&8.If you taws any quesdons,please a od 850.497.1395.*Rtm ant to SKUN 455275 (1),Fbrda Staw as,etfeava October 1,2012,ftemew I under Chapter 455,F.S.mast pravbie the Department with an emW address v they have onm The emags Provided maybe used for aRkW ceamummen with the O wnsee.Nmw ew emas addresses are pubac.e= V you do sot wish to Supply a ptmmd address, please provide the Depwbm d with an emne address w"cart be mate awMable t0 the p d&c.To detwmene ff yet are a bcwmee order Chapter 455,FS,ptesse .. dkk hq. . Prodrtot Approve!AaOepbt MM-//www.floridabuildina.ors/pr/pr auv dtl.aspxipamm--Ar EVXQwMgvyf4ngAnIO... 7/26/2013 E . is - PA,. IP1P10VA'i`'M . . Product Evaluation tiion Report 1 Applin Nutn> r: !#1113 .1. j: FLB PFCJe .Numben. 1 Tti tit«t� Product dg►xjIaOAvr. TV"rd",U10 MwmftcbmrAftm—, 401 N^ 12th Aw. Pamparm Beach,FIe*W 3=9 i Product Name&.Descriptor: Safts525 Casement Vif dow j Late&Smwi MISS#&Impact Res mot .% of Evaluation: This Pt EvOkOM to Reportk bOV issued ht:wwrdshm with the requ€ratrcents.of MOP. ._. Dapattirtuettt of Ouaftm and Pnife tetRan i Uf Comr�rission)Bute Ch9PW idfi9 F.A e,,i?or Mete tie a ae pert thod 1(d). Ttte prtdrtct 00tod aheva.h beerr and✓or uati a s summaries herein Ica crimpy v .2iitl.Flor(de: S Cc�e .K. Itacthe �.at t e�}uitii nt#o the requ l by Aho Cr a: Re"e�rdlua► t of ttss:p ref ! st4aN�r�eggireci#o11.t9 pert FIc?r @u�'dt� m±�d"�rt '.rs or°rediai�s- ;. W EYA . lT DOC t'S FLB:*awbV#12.TUW-07 Wed aSWM MS CaWrmt IoW,its I-prate by Engkiftring Expoem aired&.seOW by Frarrk:L_6er�,P.E�Js an usgmt part-of this Ev ora Rep#, • TAT DMI. �Jmftrm�� maur*has t Wed irt.accordance with TAS 2$2 stsndarcks mpmt,*42t3.01-1,2 byAtrreric w Ted LOO of Scut Fb Oda(ATL). LaW,m e hVW mWsWom artd c >+ rag,aerfgrmanca have been to ll in acwdwm TAS Z"4=3 Wd his*per t report-s) 13.ia 1-12.by American Test tale of Soeth:PIOrda•(ATt,:, ftuctUrat enghebring OWWWJorm have bit:prepared vM t wAkAft•theprtdd'uct based Mcompars#m arttUOr ratk+nat. R i ehs"10,log4uality ft Uftft desigh O*ft ° 1. Aftcaor SoachV ' �, Odrnurri i4ife Sizesre No htcnease:ir apamiable strew has been uped In Sue of each pmduct T.Pze b>ia�riit�.ems vad��In the�as s}> fed�the�c�rresp4ndittg t�As: W SW i2 " Avem.ue 0 2.06 DOERFXPLO 150.crr,FL.3390 Pnow— 954-ZP$4--0W00 Fax: •954-3.54-x.443 wWW.E-WGE.- P.COM 1 ENGINEERING. EXPRESS• Deceriu 21,2012 TM Window,LLC.—Series 525 Caselnint Window OM&SKI page 2 of 2 f I • DuPont Safiex Interleyer(NOA#41-1102.11) • DuPont PVS Interlayer(NOA#11-1118.03) i Impact Resistance; Large and Small Missile Impact Resistance has been demonstrated as evidenced In previously listed test I reports,and is accounted for In the engineering design of this product �. i Wind Load Resistance Each product has been designed to resist wind loads as Indicated In the design schedule(s)on Its respective Product Evaluation Document(Le.englneedng drawing). insMiatlon Each product fisted above shall be.Installed in strict compliance with its respective Product Evaluation 1 Document(I.e.engineering drawing),along with all components noted therein. Each product component shelf be of the material specified In that product's respective Product Evaluation Document 0.9.engineering draoft. Limiiefions & Conditions of Use: I Use of each product shall be In stria accordance x:th its respective Product Evaluation Document(i.e. � engineering drawing)as noted herein.. �. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material ! listed In each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a sites-specllic basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion,contamination,and other such damage at all times. . Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). f� I 3 t 4 i i t 160 SW 12 H AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM i Ra TM WINDOW & DOOR r SERIES 525: ALUMINUM CASEMENT WINDOW , ':� ,.: LARGE AND SMALL MISSILE IMPACT RESISTANT "� s�pN X ' rT hMMN � p8 MIR GENERAL NOTES. I. Sts Sys" HAS BEEN DESIGNED AHD TESTED IN ACUrMPICE WITH THE 2010 FLORMA BUIMDINQ�I)Es FOR USE WITHIN AND OUTSIDETHB HILT!W30I9TY HURRICANE ZONE,PERTAS 201/ 10 IN IKE DESIGN OF'1 LOAD DURATION FACPOR Com1.6 HAS SEEN US®PDR WOOD ANWOR DMOWL 3. pOSITWB AND NEGATIVE DESIGN PRESSURES CALCU A7 0 FOR USE WITH THIS SYSTEM SHALL BE DEIERPIwED BY OITIERB OII A]08•SPEClP1t BASS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIPX LOAD WIND LOAD REQUIR�78NT8 SHAD:BE DETERMINED IN ACCORDANCE WITH ASCB 7 AND THE 2010 FLORIDA O • BUDDING CODE BY SEPARATE ENGINEERING CE CMCATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE ... OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LIST HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS O ED SEA.. HEREIN.. D R S THE SYSTEM S DIFFERENT HEREIN M GENERIC AND DOES NOT PROVIDE,A LICENSED FORA ER OR 51TE FOR SITE CONDITIONS 6IFFERENT FROM THE CONDITI01"�DETAILED HEREIN,A LTC&NS®ENGRNE62 OR O REGISTERED D ARCHITECT SHALL PREPARE SflE SPECIFIC 000AIENTS FOR USE IN CONIUNCRON WITH THIS 4 g yt . S.�1IT HOLOM SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND R SUPS LOADS.WOOD BUCKS(BY OTHERS)SHALL N ARMORED PROPERLY TO TRANSFER LOADS TO THE � L7 • EXISTING STRUCTURE. Id 6. MULTIPLE UNITS MUSE BE INSTALLED USING STRUCRNRAL MUU201Ri APPROVED BY OTHERS OR UNDER SEPARATE CERTTFIOlTJM 7. ALL EXTRUSIONS SHALL BE 6M-76-ALUMM M ALLOY,UNLESS NOTED CN'HEAWLSE. S. EXTERIOR SEAM OF FRAME CORNERS,TFSTALIATION SCREWS.AND GLAZING BEAD ENDS SMALL BE BMW WITH 9. ALL a E. &WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAV*.ESS STEEL WITH A MDNINUN TENSILE YIELD STRENGTH OP 60 N51. 10.ALL'DM MILA R14ATEKKS SHALL AE PAINTED OR PLAYED AS PRESCRIBED IN THE PLORWA BUILDING CODE. 11.B.F.DUPONT DBE NEMOURS&�..[nj0.^OUTAt3T'E PVS INFEAAYER N.OAf 11-3115.09 32.SOUMA,INC.-SAFIEIC PVB IMTERIAYE3t w.OA 111-1102.11 APPROVED FOR SMALL AND LARGE TUSSLE IMPACT APPl1CATIONS.SEE CLASS TYPES FOR ANY RbSTMCflVNS AMERICAN TEST LAS OF SOUTH FLORIDA REPORT NUMBER 121341-12 12-TMW-07 03 ,on FL#16132.1 • ♦ R•• ��ANNtW.4� 6114"MAX. 6114 MAX. V� FM MUM WRMCHORS rna"s• TMW 0 IM MAX. W MAX FROM 16 ur MAX. 6"MAX FROM FOR ARCHON ANY IOIDR OR FORANMRS ANY3=OR 'IYFE�"A:"C•"D" CORNEA crm) 6"MAX f'PoOM 7YOC"A"•"C°,"W CORNER }—� ANYAMOR Boa coRNet ��''�is�dA►ALEl1 CGRNE crw.) -"gHFIgMF pp a SLWAMAPPUM � F1N Q LOPII AUAMUM IA mu=11 ic IL s - � 1 d FRAME CONTAPPROM �DOWB TYPICAL ELEVATION au is u°s i at " _ r� D.LO.WIDTH-WXFDOW WnmF-a x, TYPICAL ELEVATION MULTIPLE WINDOW INSTALLATION D.LO. IDTH UMM a WDIDOW UM M-4 Q g D.LO. M m WNOW . UW&Fm WYNOW.UM O -4 Q SG". z OWf Al A age S S� S U TM -07 OOOIA om 8 FL #16132.1 EXISTING Tarr MAX SH M APPROVALS FOR AND SIZE. ELEVATION ON SMUT 2/E FOR SPACING t TYPICAL SECTION V 6°m1'-a• . VELrBECr FL #16132.1 SEE EItV.ON PAGE 2/8&ANCROR _ TYPICAL ANCHORS: 04MSFOR SPACING&gUANTIY WOOD eUtxs AND METAL smucrURe wor er TM Wmoows. Must SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND � � d TRANSFER THEM TO THE BUILDING STRUCTURE. T9P8'A'-1/4"WA,ULTTTADDe BY MW(FU-177 KSI, � � ry 'ss Km NI THR U 10Y INTO CONCRETE(2846 M MIN)M GROUT FULLED (ASTM pg IN.E BED I TO MW.EMBED INTO CONCRETE OR GW011r FILLED BLO BLOCK. TON' -214"D%L RBLRAADON W-VMW(Fpm177 CSI, PjAISS no IMG 28Y WOOD BUCKS;OR WOOD SIRUL7 m (S 2 GeD,s L4IM) 1-112°MIN.PENETRATION INTO WOOD . TYPE•C'-1/410 DIAL 60ET METAL SCREW(GRADE S MIN)VU-120 KSI,FY-90 Km INTO HEM STRUCTURES(S PINCHES PAW THE THREAD PLANE MIN.)STS:W TTLK.MIN. (W-36 KSI MIN) ALUPINUM:1/B°TMK.MIN.(606373 MDR (STEEL IN CONTACT WITH ALUMIRNM TO BE PLATED OR PAINTED) TYPE•D•-P/18 DIX1 IILEUAOOTN BT 7&W(FU-177 KSI, FY°13s Km INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYPa2 G.0 6 MAC 1-11Y MIN.MBNETRATION INTO WOOD 12-'1MW -07 INTO CQUom a UT FILLED BLOCK Z-112^MIN. INTO WOOD STRUCTURE a 1°MIN.(FOR TYPE 9n NIS t)3 INTO WORD STRUCTURE e 1 i4°PIw.(FOR TYPE°W) INTO METAL 9WCTURE-V.°MIN. eaUeRe�r t TYPICAL SECTION V 6°m1'-a• . VELrBECr FL #16132.1 TYPICAL SECTION 4 6°..11-W HOW sECr Sm mu—ION WWVALS FAR MULLION TYPE ANO SIZE. ANCHORS PEK ANCHOR SCHEDULE.S@ TYPICAL ELEVATION ON•SHEEr ZM FOR SPACM 3 OPTIONAL JAMB CONDITION q, V 01'-w HORIZ SM ifb°MAX mma 1X.OR 2%WOW WTERMR 4-4 . . _mm(OPTW A 4 V0141%M-72WE NEM MEN WMMEM M��Mmww �ml f I■�011d� �01�Af�Di7 �iiHH�OHHO MON �m �RRRt•r i:it•Ft•!� �mmiw HEN WMEJMM Eao WEM ■DtEi7■�7�v�i�1 SCHEDULE"B" r0 v 0 11� 0 d v FL #16132.1 L. cz 8 o d D Z s S n. t it,�� MErALSIRWrtM(SM OR ALUM.SM MIN,UWQ STEEL:qm 36 x NN. ALUMINUM BOWTS M. AM NAIL SLUM I IN OR 2BY 1 1M M MAX SHIM 4 W - ® I I I L A I ANCHORSFER I ANCHORS PER ANCHOR A ANCHOR SCHEDW.E.Y SCHEDULP-SOMM S SEE TYPiCHR E ELEVATION ON SMUT ZM R Y S ' FOR SPACMG. 2 2l6 F OR SPACING L_ 1 1 WIDTH 5 Sm mu—ION WWVALS FAR MULLION TYPE ANO SIZE. ANCHORS PEK ANCHOR SCHEDULE.S@ TYPICAL ELEVATION ON•SHEEr ZM FOR SPACM 3 OPTIONAL JAMB CONDITION q, V 01'-w HORIZ SM ifb°MAX mma 1X.OR 2%WOW WTERMR 4-4 . . _mm(OPTW A 4 V0141%M-72WE NEM MEN WMMEM M��Mmww �ml f I■�011d� �01�Af�Di7 �iiHH�OHHO MON �m �RRRt•r i:it•Ft•!� �mmiw HEN WMEJMM Eao WEM ■DtEi7■�7�v�i�1 SCHEDULE"B" r0 v 0 11� 0 d v FL #16132.1 L. cz 8 o d D Z s S n. t it,�� SCHEDULE"B" r0 v 0 11� 0 d v FL #16132.1 L. cz 8 o d D Z s S n. t it,�� a • yp ve. 19 LTS DUAL ARM OPERATE 0.750 20 MULTIPODR IOCK NO HANme vARra ot'SCRIPROIt --i.es3 HART*I o�d�IraM MUM 11XVIALAMAGPIRAMN PO0801 usmuo b9QLOCLSl03mmm 18.834 Aniammmcman_ ••.40 LOCK HANOIE ATTACHEDWITH a10.24 x%' y a/•'• mauns MC,E-P01NT,Ms � BAR AYVTTACM WITH(2)aex Ve PH pmLi i S,ss,'"M �--- m LOC aU STRlM ATTACHED WITH*10 x FH, —RAHMSHOWN y,� IA7MUM MOLUFS HOD,a-POST,SS SCRUMS q APPUED GASKET AROlMD MITT 1 0.948 0.775 s ATTA�PLBTTANLH , OAM a FRAME SLLL ATTACHED WL7H(2)*lOx S1B°PHILLIPS PH, g SS,UNDEIL W,SMS.ARM OPERATOR TRACK ATTACHED 8 Wirth(3j aPBfc 3/4°PHILLIPS PH.ss,SIs saw". .J PIVOT ARM ATfA IID WITH(3)aSx 3/4•MUDS PH, SS,SMS SCREWS. ° p 23 L SHAPE STUD BRACKET \ Sr PART a DBUCRUMON OP40M LSHAPE$RmBRAfCEFLN TRACK SET HM O ° 2 ® OF-low LiMAPESIVDBRACiSRH OP1-10M L*MSRIDBRACI0 NWCNLH 0 d 0,698 ® OP&LO?27 LMMPEUMMACI0301APONPIi }--1.0541-1.094-i--� IL 1 ATtACHn�Pnrr ANCHORS 21 MAGNUM MGES 3MO SERIES,OFFSET 4-948 PRQIECRON HINGE TALSTALLED AS YER NANUPACiUMR SPECIPPICATIONS, �['ACHMENTANCHDI03: Al A 3)a10x 3/V M UIP3 PH,SS,SMS ATTACHED TOTHE S8,OP HE VE S MEAD AND(5)*10x Lrt•PHILLIPS PH, A AA s Ef FRAME SPRIBBr�t RELBVERATTACt!®WIfPI�)a11bc 4;° h tONQ PH,PHILUPS.llt�LCUT,LL^POINrr SLx 5" 12 TMW-07 ° PRAMS SiRJBBER rUXMD ROff �WITH(2�*10x95• PMOSIPS,UNDERCXR,B^POINI'r S`M$SCREYPB. O3 �63ti47' • 0.435 22 a15w3sNLmSER FL*16132.1 p� t P or GLASS TYPES ate•115. m atAr40TOR 090 SAREH OR .M SARM OR S B17TAt2TE Ldi'ERIAAYER _ 2 BUTACtiE REtERiATER MXACETE UnXR AVER Ws"ANN. $1s AW %*AM 14'ma. sE1TTDlG BLOCdE SETTDIO r>tiolx sETnNCa t11OQC �+g AT%POUM AT 1/4 P OHM $� AMPOINIS �� Q . • _ ROTE:GLASS comp LES Yuri ASTN E1300•C MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS 1 Td-399 D DIVIT FRAME SN/AW/HEADER Cf1f9181W7 BOBS-T8 KM TO OXTAIL 19 2 *M-328 CASINO T Wxm FRaas BOBS-Te _ REM 70 DEt'AL 19 Q 1� (D]T;.327 we mm STOP PoR 8/MA"-ASS. 6033-Ts 4 TM-328 1/8'MM SLOP FOR 1"MSULTO OLARS 4983-78 S 3=1 vom RULE- L173•7 TPE POLTPRDpnnm FOR 1•INS.OtASB ULTRAFAB g q�f Qp 8 ammo BASH cum WEAFILR am M ILAT®MAO LDAYMO READ AMMUM 7 12288 FRAME WEAYM 3TRm 7/18 AND 9/18 MM OLUNG BEAD AIRBBURI' 8 32011 VOM BULB- 0.270°/ TTPE POl.7P20PTLEHE FOR 7/18'A B/16•am ULTRAEAD S► 8 - (2)A 2 1 SW 30RLWS AT KAM FROM DO M SAE OR 2 MM ACRTMW SC HBE-MOLD • 1 - BEAM SEALER . 1 - U"=K=1•t=AT 1/4 PODRB UM OR1811T RUM - - - 1 OPIMNAL.•SURFAIE A"=MIA W 6033-T3 1 RAPID 5T8EN81W RO877O0 STM URfAL B=NZ t7ANOHE=ADNESIVE MULE"fV6 PERFOmom MAIER" b t i - 311V XL ESOE GIABS BPACER BTAD"m STEEL ALL VEM . y t PRMARF 8,6IA. fm 1 - SECDNOART BEN. Sax= . MR S t OP-IM38 US OM ARM aPXRATDR UH RAIN Dm118TMX8 REFER To'Ok7A4.1e S PO-2201 In MULMW WMM HANME MDMM Omusr 7X8 -MR TO ISTAIL 20 1 310 MAMN 1BMNiE-UP BERMS.OFTBET 4-DAR PROJECTION HM ADVAHTICt MANUPACrAM OW. OM TO DETAIL'21 32-TM-07 S• 1849-3 &unn AWAHTAOE MOWMMM qCW. MP-TO DETAR.'22 O3 $ 00VSR81®pT FL #16132.1 °� u N `y G ��YYY///GGGRLRLRtda9 O . 32wl Qezm SASH nMGEE SASH COM O 3ml mtw SASH KAM NOTE: EMUSIONS NOT TO SCALE. U SASH COMM MY o (Z Pat CORNM .050 AUJM"SHEffr 3 e suwom o FL#16132.1 e Eli [�1 i �w Y 1PA JIM SEAL , SEAM SEAL MAY HAVE TO BE 47 REAPPLIED IN THE FIELD II�� BEFORE INSTALLATION OF WINDOW,tNSPECf ALL JOINTS TO ENSURE A PROPER SEAL SEAL AAA • f SEAL II 12MM-07 xm a3 8 FL#16132.1 0 Florida Building Code Online Page 1 of 3 or MS Home #Log In User Registration Hot Topics # Submit Surcharge # stets&Facts Publications # FBC StetF# Has She Map Links 1 search f Bus ncec, Pro�essi t ( roauct Approval Pubes tier Regulation IMIMA11=001 MM> >Anallication List>Appllicatlun tl" FL# FL15210-R3 owl Application Type Edliorial Charge Code Version 2010 Application Status Approved Comments ArChIved Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Emafl 5200 W CENTURY BLVD. LAS ANGELES,CA 90045 (440)969-9773 Ext 16 rickwprwbidgconsuitarns.com Authorized Signature Vivian Wright rickw®rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Emall 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext.18 scottjohnson6piastproine.com Quality Assurance Representative Ron O'Connell Address/Ptwne/Emall 5200 W Carl Blvd. Los Angeles,CA 90045 (440)969-9773 Ext16 ronomnnell0plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida ReglStered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Dabs 12/31/2014 Validated By Ryan I King,P.E. Valklation Cl*Wlst-Mardcopy Received Certincata oflndependence F IS210 R3 COI CsmRcate Of Indeoendenco.odf Referenced Standard and Year(of Standard) stalmlerd rear ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards Certify By hup://www.floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtD v3yWKJZ1Q... 8/12/2013 I Florida Building Code Online Page 2 of 3 Florida Licensed Professional Engineer or Architect FLIS210 R3 Eguhr of STAND-MS.odP Sections from the Code Product Approval Method Method 1 Option 0 Data Submitted 05/02/2013 Date Validated 05/02/2013 Date Pending FBC Approval 05/07/2013 Date Approved 06/11/2013 50.ry of Products Ft ode! Number or Name 15210.1 L-S==whogiassy Grain/White Wood 618'Impact'Opaque Fiberglass Single Door-Inswing/Outswing(X- Series 0 Fiberglass Configuration) r Umlts of Use Zmaiallation Instructions Approved for use in HVNZs Yes Fi 15210 R3 II rn5T 15210.1.odP Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt P.E.43409 Impact ResIsmnto Yes Created by Independent Third Party:Yes Design Pressure:WA Evaluation Reports Others See INST 15210.1 for Design Pressure Ratings,any additional FUS210 R3 AE EVAL 15210.1.odf use limitations installation Instructions and product particulars. Created by Ind dent Third Pa :Yes 15210.2 b.Smooth/Wood Grain/WhRe Wood '8-Impact°Opaque Fiberglass Single Door with SidelRe or Sidelites- Graln/Rusbc/Mahogany Series 0 Fiberglass nswing/Outswing(OX or X0;OXO-Configurations) Door Limits of use Installation Instructions Approved for use in HVHZ:Yes FUS210 R3 II INST 15210.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt P.E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design pressure:N/A Evaluation Reports Others See INST 15210.2 for Design Pressure Ratings,any additional EUS210 R3 AE EVAL 15210.1odf use Nmitations Installation Instructions and product particulars. Created by IriftEggent Third Party:Yes 15210.3 .Smooth/Wood Grain/White Wood 618'Impact'Opaque Fiberglass Double Door with or without SWdttes- M/Rustic/Mahogany Series 0 Fiberglass nswing/Outswing()0(;O)XO-Configurations) Lhult s of use Installietion Instructions Approved for use In HVIIZ:Yes EU5210 R3 II INST 15210.3.odf Approved for use outside HVNZ:Yes Verified By:Lyndon F.Schmidt P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15210.3 for Design Pressure Ratings,any additional FLIS210 R3 AE EVAL 15210.3.01P use limitations,installation Mstructlons and ud particulars. Created by In dent Third Pa :Yes 15210.4 EFOMehogany ood Grala/WhRe Wood -8-ImpaW Gazed Fiberglass Single Door-Inswing/Outswing(X Serie.O Fiberglass orhflgnuation) limns of Use instanatum Instructions Approved for use to NVHZ:Yes X5210 R3 II INST 15210.4.0df Approved for use outside HVHZ.Yes Verified By:Lyndon F.Schmidt P.E.43409 Impact Rent:Yes Created by Independent Thud Party:Yes Design Pressure;N/A aluatlon Reports Other.See INST 15210.4 for Design Pressure Ratings,any additional Fi15210 R3 AE EVAL 15210.4.0dt use limitations installation Instructions and ud rticulars. Created b Inds t Third Party:Yes 15210.5 le.Smooth/Wood Grain/White Wood 618'Impact'Glazed Fiberglass Single Door with Sidellte or Slddites- Rustic/Mahogany Wes 0 Fiberglass nswtng/Outswing(OX or XO;0X0-Configurations) undto of use Installation Instructions Approved for use in HVHZh Yes FL15210 R3 R INST 15210.5.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resisterhtr Yes Cry by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Other.See INST 15210.5 for Design Pressure Ratings.any additional FUS210 R3 AE EVAL 15210.5.ndf use limitationns installation Instructions and product particulars. Created by In dent Third Party:Yes 15210.6 V.Smcoth/Wood Grain/Whits Woad 618'Impact'Glazed Fiberglass Double Door with or without Sidelites- raln/RustIoNahogam/Series 0 Fiberglass nswing/Outswing(XX;OXXO-Configurations) Door UmHs of installation instructions Approved for use In HVHZ:Yes FI 15210 R3 U INST 15210.6.bdf Approved for use outside HVHZ:Yes Veified By:Lyndon F.Schmidt P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Others See INST 15210.6 for Design Pressure Ratings,any additional FL15210 R3 AE EVAL 15210 6.odf use!Imitations,Installation Instructions and uct particulars. Created by Indapendent Third Pa!!X-Yes 15210.7 SmaotiVYyood Grain/White Wood '0`Impact'Glazed Fiberglass Slagle Door-Outswing(X- In/RUStic/Mahogany Series 0 Fiberglass figuration). r Umlis of Use tmtailetlon Instructions Approved for use In HVHZ:Yes ELIS:210 R3 II Inst 15210.7.0dP Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt;P.E.43409 Impact Resistants Yes Created by Independent Third Party:Yes Design pressures N/A Evaluation Reports Other:Sea INST 15210.7 for Design Pressure Ratings,any additional Fl*5�10.R3 AE,Evai 15210.7.odf use limitations installation Instructions and roduct mitt lars. Iad t Third Party:Yes 15210.8' http://www.floridabuilding.org/pr/pr app_dtl.aspx?pamm=wGEVXQwtDgv3yWK.JZI Q... 8/12/2013 Florida.Building Code Online Page 3 of 3 h.Smooth/wood Grain/White Wood 810*Impact,Glazed Fiberglass Single Door with Sidelite or Sldelites- Grai ustic/Mahogany Series 0 Fiberglass utswing COX or X0;0X0-Configuretlor s) Dorn' Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R3 II Ins*_15210.8.odf Approved for use outside H Mi Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant Yes Creatad by Independent Third Party:Yes Design Promote:N/A Evaluation Othert See INST 15210.8 for Design Pressure Ratings,any additional 815210 R3C�Val 15210.B.odf use limitations Installation Instructions and act ruculars. Created In dent Third Pe My:Yes 15210.9 I.Smooth/Wood Grain/Whtte Wood 010*Impact'Glazed Fiberglass Double Moor with or without Sidelites- /RUStic/ ogany Series 0 Fiberglass Outmrkg(XX;OXXO-Configurations) LImHs of Use Installation Iasti ctlons Approved for use in HVHZt Yes FL15210 R3 II Inst 15210.9.odf Approved for use outside HVHZt Yes VLriPied By:Lyndon F.Schmidt,P.E.43409 Impact Resistant=Yes Created by Independent Third Party:Yes Design Pressure:WA Evaluation Reports Od=See INST 15210.9 for Design Pressure Ratings,any additional FUS210 R3 AE Eval 15210.9.Wf use imitations,Installation Instructions and roduct flniars. Created by Independent Third Pa :Yes 15210.10 SmoLkfi/Wood Graln/White Woad '0°Impact'Opaque Fiberglass Single Door-Outswing(X- Mahogarry Series o Fiberglass Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FUS210 R3 II LniST1,521, 10 odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:WA Evaluation Report Other:See INST 15210.10 for Design Pressure Ratings,any additional + 10 F PVA.1521010 Odf use gmitatlotns It45taHadon Instructions and Product particulars. Created by Independent Third h :Yes 15210.11 1k.Smooth/Wood Grain/white Wood 010"Impact'Opaque Fiberglass Single Door with Sideitts or Slftltes- rain/RUSGC/Mahogany Series 0 Fiberglass OutsvAng(OX or X0;0X0-Configurations) poor Limits of Use Installation Instructions Approved for use In HVHZt Yes FUS210 R3 11 INST 15210.11.odP Approved for use outside HVHZ:Yes Vertfiel By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by lndeWdent Third Party:Yes Design Pressure[WA uadion Reports Other.See INST 15210.11 for Design Pressure Ratings,any additional EUS210 R3 AE EVAL 15210.11.0& use limitations,installation Instructions and product paMculars. Created by Independent Third Pa!!X:Yes 15210.12 P.Smooth/Wood Grain/Whtte Wood b*Impact'Opaque Fiberglass Double Door with or without Stdelites praln/Rusticfthogany Series 0 Fiberglass Outswing()X;OXXO-Configurations) poor Molts of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R3 II lNST M10.12.0df Approved for am outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Reststant:Yes Created by Independent Third Party:Yes Design Pressure:WA Other:See INST 15210.12 for Design Pressure Ratings,any additional F�tl82i0�R3 ARBpF L 15210.12,Ode use IimOations installation Intl+uctlons,and product rticulars. Created bx Independent Third Pa!V:Yes 15210.13 Smooth/Vdoed Grain/White Wood 10"Imps a Opaque Fiberglass Single Door with Surface Bois- rain/RusticJFtahogany Series 0 Fiberglass inswing(X-Configuration) r Limits of Use Installation Instructions Approved for use In HVHZi Yes FL25210 R3 II YNST 15210.13.odf Approved for on outside HVIM Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Crested by Independent Third Party:Yes Design Pressure: A �� Other:See INST 15210.13 for Design Pressure Ratings,any additional Evaluation 21 AF EVAL 15210.13.odf use limitations Installation Instructions and product L•ulars. Crested py Inds tied Third Party:Yes 15210.14 in.Smooth/Wood Grain/Whfte 810'Impact"Opaque Fiberglass Double Door with Surface Bolts on Active In/Rustic/Mahogany Series 0 Fiberglass panel-Outswing(XX-Configuration) Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R3 It INST iS210.14.odf Approved for use outside HVHZt Yes Vert ied By:Lyndon F.Schmidt,P.E.43409 Impact Resistant;Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Others See INST 15210.14 for Design Pressure Ratings,any additional FUS210 R3 AE EVAL 15210.14.odf Luce 0mdtetlorns,installation Instructions and product particulars. Created q Intl dent Third Pa :Yes Contact Us::7,940 north Monroe Street.Tallahassee FL 32399 per:&50-097-1824 The State of Florida Is an AA/EEO empbyar.CewMObt 2007-2010 State of Florida.:: ::AcomthRy Statement:: Under Florida law,email addresses are public reortla If you do out want your e-mall address reused In response to a prbOc-records request,do'Lwt send electronic mall to this entry.Instead,contact the office by phone or by tradMonal mail.V you have any quesuons,Please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida StUbdes,eftative Ooaober 1,2012,licensees OcoiLSed under Chapter 455,F.S.must provide the Department with an small address If they have one.The emalis provided may be used for official communication with the licensee.However enall addresses are public record.If you do cwt wish to supply a Personal address, Please provide the Department with an small address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,pie . dick ha L. Product Approval Aooepes is http://www.floridabu ilding.org/pr/pr_app_4tl.aspx?param--WGEVXQWtDqv3yVVKJZlQ.-. 8/12/2013 R W R W Building Consultants, Inc. B Consulting and Enghnicring Services for the Building Induahry C PA.BOX Zap VWrkA FL 33595 Phone 813.659.9197 FforWa Ord ofPro&mf"Eft news Certificate OfAuffiwindw No.9813 Product my Sub COO" manufacturer Product Brie Exterior S Pao'Iro. Smooth i Wood Grain I Mills Wood Grain Doors Exterior Door 11200 W.Century BWd. Rhstic 1 Mahogany Asseablift Los Angeles,CA 90046 Series O Fiberglees Door Phora 4f.1169.9773 inswingoutswing-spa.. Scope: This is a Product Evaluation report-Issuer!by R W Building Consultants,Inc.and L 1888 for Lyndon F.Sdnmlft,P.E.{System It)# } Plastpro,Inc.based on Rude Chapter No.9N-3,Method 1 D of the State of Florida Product Approval,Department Of Business&Profeselonal Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire flnanclal interest In the company manufacturing or distributing the product or in any other entity involved In the approval process of the product named herein. Un*ud . I.This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including die °High Velocity Hurricane Zone(HVHZ). 2.Product anchors shag be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wag dreatg or stucco. o. 3.When used in the-HV Oils product complies with section•,328 of the Florida Building Code and does not require an Impact resistant own". 4.When used h,arRs outside of the-HVI.O requiring wind home debris protection this Product complles With Section 1609.1.2 of the 2010 FBC and does riot require an Impact resistant covering.This product meets misae level-D-and Includes Wind Zone 4 as dethhed In ASTM E 1996 and Section 1609.12.4 of the FBC. 5. For 2x stud fmffdng construction,anchoring of these units"I be the same as that shown far 2x buck masonry construction. 6.Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect 7.OutswMg cottons meet water infiltration requirements&r WHZ°. All other configurations do not meet the water InfilMon requirements for the WHZ-and must be installed only In non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. S. See drawing F1.45210.1 for size and design pressure limilations. 1S i'�tNom � Test Standard Tgatna Laboratory Slumd by TEL 0139M TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc.Lyndon F.Schmidt,P.E. ETC-05.255.16776.0 ASTM D 835-98,1338-03.19 -88&28 s3-W ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07.209.19303.0 ASTM D 835.98,ON-03,1929-96&21143-99 ETC Laboratories Ben Meunier 2. Dnnvkm No. Piguried by Signet$Seated by No.F1.-15210.1 RW Butiding Consultants,Inc,(CA#9813) Lyndon F.Schmidt P.E. 3. Caloulatona Prepared by Signed.&8saled by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. 4. tualOy Assurance Cerff"W of Participation issued by National Accreditation and Management Institute,certifying that Plas$hro.Inc.is manufacturing products within a quality assurance program that compiles with ISOtIEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 2!1712012 PF 1596 Sheet 1 of 1 37AW DvFNC.t3M+41f. S2 00.W. CENTURY BLVD. � b LOS ANGELES, GA *mot 'Wood Gad I . : • WV #n :$ ' • m Oam a h 3 r w .1006ilacto blow a IMMING I OUTSVWMG WPACr ul � R • _ � aa�rct.ha �� MDQ R�€do iha Cade�} n dD1i w A of the l a: code mw does'nDj R� 4, k1<tn+ tttnar8� txt►tNoefh6 MP Odd 1 DYone d a .,. t ARM E:tt d won i tt k ice. . . 5 S.. �xstcistanskud d Ws�sbathesotDUa! for2xrt�iiy Fa 7 ttr tT�sk � dares - " s _ O CS OT 28' OR emsam ar r V CAP RINTERIOR M KNGESTFLEfLVL) LATCH STILE(LVL) CAP(PVq G)HOMUONAL CEW SECWN g mmmm m See sheets and 6 IorMAjXftbCkdetdlL XNM SWvNAVWSEW KWIKW owsoM, mmusnum t 75 1;75 SCKLAGI INN :t 75 DEWWFF. VSm(wjm PAMM( Irim PUa t 75 DEUMM. FD?Sffm TOP RAIL KOM A1W1-KNITLOC• 34*WTONM I so W&F #XMPMWCL' TWLRWW 3000 SOW #75 See sheets and 6 IorMAjXftbCkdetdlL BOTTOM W& N (Comp.) T r2N VMWAL CRM MWM �FL— 52:10.1 .1�1 Er 2 or 4 TOP RAIL (COMP4 gig NTEIUOR SMIOR FOAM ..a ORE (POLYURETHANE- 1.9 PCF MK) BOTTOM W& N (Comp.) T r2N VMWAL CRM MWM �FL— 52:10.1 .1�1 Er 2 or 4 1-1/4 M aa EML(TYPJ v A G h� �B IC E3 E3 2 T C ro '' w ° a ° NE �z$ INTERIOR 1 7 g X O 3 °, a. ° e �pp E EXTERIOR H °6 D B 2 1 E Da[rfpj a. ° I � C 4 4 4 3 HOiHlOM/U._CROSSSECTWN 2 T p o.ts 3 w/txsu oJS° B ,; CSBJKyp K C '° —I r yA c L ItMIOR ° INTERIOR eA (Aft) e e m 7 8 A ° 6 6•. e Z a n° MM 02 16 12 ; d •, .. �T 9 EXTERIOR EXTERIOR 27 .. :�. SMUS N.T.S. e 11 VS&up A tURIRWAL CROSS SEMN 2 !Q OWAL Q= Ln t-1l4"M8J 3 Ouisl�g sfr vn-ftwing Oubwfig ° awuroa eo z LYS.("4 �o opptoved afro approved. FL-15210.1 a low 0 p 'e u � •ed ° a , y ab p' 6 L a C 40 1 2 40 —� EXTERIOR INTERIOR 7 1 2 0 EXTERIOR INTERIOR EMOR INTERIOR 2 VEMICAt CROSS BECKON CqJ Shown w/IX sub•bucfc 11 V RM&CROSS SECRON 4 �-6mving 8 90 EXTERIOR INTERIOR E EXTERIOR INTERIOR . IA. e 30 31 32 33 34 w d 40 5 1iERTTCAL CROSS SEG71 N 8 4 $uwmw ADAttr dmW 36 37 38 E P b E ••, a ,a.'. naEoa 1B to N.T.S. 9 /'\ j \VERRCAL CROSS SECTION Dw er: JK 4 e oonfirgsuallon d_VERRCAR CROSS BECKON CNL 6% LFS 3 4 ft wov cwft crm omnwm ICA a FL-95210.1 0 OF I � MANUAL RAISED TONGUE GEAR SYSTEM .� ILI, 2 �IAOPPFMULU•POWIOCW 3-Pdrdienlpcs' d f .1 I.rr r- O !0 To 1° t O T v ao � O i��ULThPO&Y/S1RG�PIJHE /ALCHAHAQFADSOLJSB�PLATE Tar�uesyslem 2X BUCK IX BUCK 2X BUCK IX BUCK MUCK IX BUCK Sn=JAMB 6 4�E s Ito 0 L W. JK Bas LM ■e+a%: Fl-15210.1 er �m a US= s8 � 1XBUCK H m Z z � 0 t6 12 i + N.T.S. oaa en A m' W A FTrHem*jm 3000SHBES SrWJAMB OSAIL CHL■r, US 3 3 pt.Lack mono mi FL-15210.1 0 mw aR " a g m 4 d O. r a i g r ITYP) D TYP.HEAD &JAMBS ._ MASONRY OPENING 2X BUCK. • q q SEE HINGE L 2X BUCK —�yl DEFAIL Tx BUCK b MASONRY TYP.HEAD OPENING &JAMBS FRAME 2X BUCK Tj ADA Sill � ONLY a ,. .,per tl[tCKANCHOa1NG SMMJAMN COtdCRETEANCHOR NOTES 1.Svtns+ftuHan of equd c or=efe anchors from a dBerent supplier may have different edge distance and center distance r&gAemenfs. 2.Concrete ale-tocafkm at the comers maybe c*ated to maintain the mh edge dstance to mortar jean .Concrete anchor locations noted GS IMAX.ON CENTW Mat be 00fited to rrinfain the min edge distance to mtW mp*ds addRbnd concrete anchors maybe required to erwm the'MAX ON CENrER•dlmer>sdon are not exceeded 3.Concrete anchor fobfe: 1X BUCK er , v v FEAMEANIG Masonry cmaNx6an TX 2X IX BUCK 3 58 2X BUCK 38 2X BUCK ioNGEDETACI 1X 2X 1 It 1 6 !i D r � a 8 �oa1s12 � N.T.S. 9 I Bvk JK m LM 'LFS 3 No M FL-15210.1 A sr 7 arm• °m nacnr�mrolo I.6 ? 4.56"� QW G � 4T ��'��Mer6 nnn�llow Z woa� coGar�a 15>'� a 5.63° Si, 2.088° /�1' n1o,�to,c �;Zwttaldw l�1 coat ealroa, 4.W PE63 i ash° , `j WE 02116112 ; N.T.S. %1 OLI MI G i11R0—M IV CM erg JK e we en !fS 9 mum=mu " FL-15210.1 " c e eucorblw�nus n � $ rte. AM EM 3 A 1XBUCKSGx0.55 WOOD .Ss N, B 2x BUCK SG>m 0.55 WOOD C IN MAX.SHIM SPACE - 6 D I/4"X 23/4°PFH ELCO OR IIW CONCRETE SCREW STEEL B E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO AC I CONCRETE 5 301 OR HOLLOW BLOCK CONFORMING TO ASTM CPU is 4 G 1/4-X33/4-PFH E_C OOR IfWCONCRETESCREW STEEL a H 3/16°x3.1/4-PFH IIWCONCREIESC:REW STEEL I 1/4-X 13/4-PFH ELCO OR RW CONCRETE SCREW STEEL p a L #8X 2-1/2"PFH WOOD SCOW STEEL I POLY FIBER JAMB CAMP./VINYL 2 RNGEt JOINT®PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4-X 4d BUTT HINGE STEEL 11 #9 X 3/4-PFH WOOD SCREW W STEEL 22 3 NT MUL LOCKSET BY HOPPE) STEEL 23 -MULTI-POINT STRIKE PLATE(TONGUE SYSTHN) STEEL i. 25 1 LATCH AND DEADBOLT STRIKE PLATE PONGUE SYSTEM) STEEL, 27 1 LATCH STRIKE PLATE STS 28 DEADBOLT STRIKE PLATE(SECURTIY) I STEEL I 29 ADATHRESHOLD ALUM 30 OUTSWINGTIiNESHOLD ALUM/WC>OD 31 OLRSWING THRESHOLD ALUMMOOD S 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWNGTHRESHOLD ALUM/COMP d 34 OUISWNG THRESHOLD ALUM/WOOD S' 36 NSWNG THRES HOLD ALUM/COMP 37 INSWINGTHRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUMiCOMP 40 DOOR PANEL-SE:DOOR PANE.DETAIL SHAT FOR CONSTRUCTION DETAILS 55 #10 X 1-1/2 PM SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X T PFH WS STEEL 6o MULTI POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY I STEEL _ o i8 1�2 N.T.S. 9 o JK m' en LFS 3 CFwMD NDa a FL-15210.1 n O RMLIT17ING, MIAM>-DADS COUNTY PRODUCT CONTROL SECTION >;NVI R0j tM99XT,AND REGULATORY 11805 Sw 26 Sheet,Room 208 AFFAIRS(P�) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315.2599 _NOTICE OF ACCEPTANCE(NOA} www.Mbm1dade mY1n ra T.X Windows LLC 601 NW le Ave. Pompano Beach,FL 33069 Score: This NOA is wing 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- Pmduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD. 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 flails 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 Coutr01 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"SWI Aluminum Horizontal Rolling Window r L.M.I. APPROVAL DOCUMENT-Drawing No.WOS41,titled"Series 005 Alum.Horizontal Rolling Wdw. (L,M,I.)",sheets 1 through 7 of 7,dated 09119108,with revision C dated 02129/12,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Jade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County. Product Control Section. 111IxSSILE IMPACT RATING:Large and Small Missile Impac#Resistant LABELENG:Each unit shall bear a permanent label with the manufacturer's name or hW,city,state, model/series,and following statement:"Miami-Dade County Product Control Approved",unless otheratiW 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 NOIL Failure to comply with any section of this NOA shall be cause for termination and removal of NOA- ADV4RTISEMENT: The NOA number preceded by the words Miami-Dade County,•Florida, and followed by the expiration date may be displayed in advertising literature• If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-1110.02 and consists of this page 1 and evidence pages E-1,E-2 and E3,as well as approval document mentioned above. The submitted documentation was reviewed by Manner Perez,P.E. / • � :�N:,OA�Ne.i7.-032L�i Lexpirat y 13,21)14 ti. Approy 03,2012 12. Page 1 T.1V1L Wino LLC d w� NOTICE OF ACCEPTANCE: EVIDENCE SUBM 1717D A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81,Sheets 1 through 7 of 7,dated 09/19/08,with revision C dated. 07/29/12,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 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal roiling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5945,dated 07/31/09,signed&sealed by Julio E.Gonzalez,P.E. (Submitted m ader previous NOA No.W1110.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. TTL-5457,dated 01122/08,signed&sealed by Carlos S.Rionda,P.E. (Submitted wader previous NOA No. 09-0105.02) 3. Test reports on: l)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 horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FT1,5459,dazed 01/17/08,signed&sealed by Michael R Wenzel,P.E. (Submitted ander previous NOA No. 49-0105.02) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 2)Large Missile Impact Test per FBC,TAS 201=94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked.-alp drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-3995,dated 11/13/03,signed and sealed by Edmundo Largaespada,P.E. (Submitted render previous NOA No. 04-0120.41) �4A4 L Manuel A Product Control NOA No.12.021.02 Expiration Date: May 13,2014 Approval Date: May 04 2012 E-1 T.NL Windows LLC &0- ICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTMIM) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)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 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling-window(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.F11-3946,dated 11/04/03,signed&seated by Edmundo Largaespada, P.E. (Subndded wtdder previow NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2007, revised and updated to FBC-2010 on 02/27/12,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Parfidly submitted underprevious NOA#09.1110.02) 2. a Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Nami-Dade Depattment of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I.DuPont DeNemoure&Co.,Inc. for their"DuPont SeutryGka interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 114325.05 issued to Solutia,Inc.for their"Satlex and Vaneeva clear and color interlayers"dated 05/05/11,expiring on 05/21/16 3. Notice of Acceptance No. 10-0331.02 issued to Cytec IndusWv% Inc. for their "Uvekol S Laminate Glass Interlayer",.dated 05105110,expiring on 02/08/14. •F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2014,and of no finaneW interest,dated February 27,2012,signed and sealed by Javad Abroad,P.E. 2. Laboratory compliance letter for Test Report No.FTL-5945,issued by Fenestration Teeing Laboratory,Inc.,dazed 07/31/09,signed and sealed by Julio E.Gonzalez,P.E (Submdtted reader previous NOA#09-1110.02) Man .E. Product Control er NOA No.If-W1.02 Expiration Date: May 13,2014 Approval Date: May 03,2012 E-2 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 3. Laboratory compliance letter for Test Report No.FTL-5457,issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No.FTL-5459,issued by Fenestration Testing Laboratory,Inc.,dated 02/21108,signed-and sealed by Michael R.Wenzel, P.E. (Submitted under previous NOA No. 09-0103.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory,Inc.,dated 11/047 13/03,both signed and sealed by Edmundo Largaespada,P.E. (SubmMed under previous NOA No 0,"120.01) G. OTHER 1. Notice of Acceptance No.09-1110.02,issued to T.M.Window,LLC,for their Series 805 Aluminum Horizontal Rolling Window-L.M.I.,approved on 03/17/10 and expiring on 05/13/14. o� Manuel Pe E. Product Control m er NOA No.12- 1.02 Expiration Date: May 13,2,014 Approval Date: May 03,2012 E-3 i AWL.ANCHOR RECD. -3/18'AWL CLASS 3118'HEAT STREWD CUSS FOR IG 090°INTERIAVER 090 WFEMAYER THRU WOOD Bik.9L4 INT9 MASONRY IV y SARXX IHi BY SOLUTIA SENTRY<RA8 BY OUPW 74°MAX ffi8 WINDOW wim r3/IB'ANN.GLASS 3/18"W-W STREWD CLASS pp Q) 9�. Ir GE WANING 998 ` OOYI COtO•! 99S (SAM BE UFO 3,Su ODIiNER9 13 �it h I :I � fergl 000 C T/IB'OVCRlLtI.GRASS �k � __: =_=aF== TYPE 'H' •� Gj a I ° 1� d 1/8'TEMP.GLASS 3/18'HEAT STREWD CLASS 3/18'ANN.MASS 1/4° AR SPACE +. .. �1-- it - 1 120°1NTERLAYER 120"94TERIAYER —t/8°ANN.CLASS B I• i' . UVEKM-UQ R'SYN UYEHOI-LEI RESIN CW I/TERIAYE•R _ er•SURFACE SPECIAULES INC.' BY'SURFACE SPECtALTLES IRM' SARF]f pt0 PYB BY'SoLvW . 3/10"HEAT SIREN'o TIASS 3/IB'ANN.CLASS �t/�APH1.•�S ' 32 7/8° sucME SWtX7t1E SIICIXVE O.L OP0. 11.L OM. 1 OE RGS7700 CE 80.47700 CE RG577o0 �.a DOW CORNING 998 ` OGW CORNING 995 g DON CORNLMS 995 37 1/2' 13 .j \ WaTEI S �p M1 I L > TYPICAL ELEVATION XO OR OX SIZES EIAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR S&WER TYPB'A' CIA=TYPE'B' GLASS TYPE'C mm TYPE W CLASS TYPR'E' 1/2.OVERALL CLASS 1/2'MUMU,MASS 11/18.OVERALL iNSlil.GLASS IXf.(+) 1M.(-) EXT.(+ INT.(-) E%Tj+) 1M.(-) EM.(+) TNT.(-) W.(+) IM.( TYPE •C• 2'P$,..'V' ,TYPB ;E' 80.0 SOLD 90.0 130.0 50.0 90.0 W.0 W.0 79.0 79.0 e QLAMING OFTIOATS FOH MET SWEEP IAMCMMM U(DT MA%.LOADS TO 190.0 t�$F. WUA LATCMES. GLASS CAPACITIES ON THIS SHEET ARE SERIES 805 BASED ON ASTM MOO-04 (3 SEC. GUSTS) ALUMMM HORIZONTAL ROLLING WDW. MO FLORIDA BUILDING COMMISSION DESIGN LOAD RATINGS FOR THESE MNDOW5 TO BE AS PER 1108 PRODUCT HAS SEEN DESIGNED AM TESIED'TO COIG'1Y WITH TI•B DECLARATORY STATEMENT OCA05-DEC-219 I 7i CHARTS SHOWN ON SHEETS I & 2. REQUIREMENTS OF THE FLARCA BUILDING CODE 9ECLUDINO H=VELOCITY a m o HUWCCANE ZONE(NVIQ). THESE WINDOWS ARE•RATO FOR LARGE&SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR ROE BY SIDE V BUCK4 BY OTHERS.MUST BE AHI Y TD S R SHUTTERS MKS NOT'R£QURtD. COMBINATIONS OF H.R JH.R.OR HORIZONTAL ROULING WITH OTHER LOADS TO 71St:STRUCTURE. mm-DAOE COUNTY APPR'D YANDONS USING MIAMI-DADS COUNTY ANCHORS SHALL BE AS tL4TEO.SPACED AS SHOWAI ON DETRI.S,ANCHORS '• 'E AFEoddd �. APPROVED MULLIONS IN BETWEEN. I EMBEDMENT TO BASE IAA"A.SHALL BE BEYOND WALL DRESSING OR MU=. .•` `T� ��- LOWER DESIGN PRESSURE FROM WINDOWS On MUUJIOX APPROVAL ANdEORING OR LOADINHS COTIDITIORS NOT SHOWN IN THE$DETAILS ARE + N0 WILL APPLY TO ENTIRE SYSTEM. NOT PART OF THIS APPROVAL. • ' t. Oute A LOAD DURATION INCREASE G USED IN DESIGN OF ANCHORS DRO WOOD ONLY drorklB 00. MATERIALS INCLUDING BUT NOT LIMITED 1'0 SCREWS,THAT �� •� COME INTO REQUIREMENTS OFFTTHE WON OTHER A SM�2L 018.8.4.AlEEr THE APR• Oi4 9ieet o 7 FOR IRBiAtIANBR pR�7f0' W006.81RUCr1dTfiS DR AWL ANCHOR FEW Id TIM WOOD BUOSS Bawl MAC III*MAX. THRU M9 INTO OR x IdfINDOW 1WDrr1 111'MAX. 1D I/4= wmm wom 1" 8• MRk. /g' (SWFAL E APP1�) AT FlX.UTE SMA 0'mw (S0�'AS APP�I)Efp� 14 7/ 3` S`MAL wr 8E tAiED A I T WENT IXRgu MAl•eE t/5ED A -� COFWERS �y SIM 1 t I 1 1 1 1Y It �I n iL 1 by c•��::a_ir'= __�____� -_ --=ir===it== C --..N--` _��c=c=o==- jr- 4/i 11 0 $�Cy a '� ii �i it It �� - o bill ad �ii �1 11�h 11 a y ' °^ �gy 11 p 1 {/ I1 11 11 11 II '' B p I' •I 11 B ii 11 32 7/8' 32 7/8' 24 D/8° gO•MAI6 24 DA.OPG. 'OA.OPG. Dd. O.L 0 D.L OPO. O.L. 37 8/8` 37 3/8' 1O 29 1/4° 201/4 J '^ 7 VENT W7DM .. �.vERi wlDTii-...._ .._.vE►n Ia IM -VENT wroin O XUX TYPICAL ELEVAT) XOX Sim $p MAXIMUM DESIGN LOAD RATING - PSP Wavuld DESIGN LOAD RATING - PS FOR STIES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER °• am TIPS b' OIA88'TYPE'C' GIASB T YR'B' ( TYPE'A' GLASS'TYPE EX1'+) 1NT.(-) EfCT.(+) 1NT.(-) 80.0 900 80.0 130.0 50.0 50.0 7'9.0 - 70.0 80.0 8D.0 90.0 13DA Ate FOR NINDOY/VENiB VATti IATOIBS. LOADS SHOWN ABOVE ARE FOR AOAOW VENTS FOR 0 PSF. L4 FOR MLTAU C SHEEP LA101ES 19OT MAX.LOAM B TO&80.0 PSI: x a g) 22t4 8rowvkb PI91IQ8 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON s AND FLORIDA u E co►Aa'� W08-81 DECLARATORY STATEMENT OCA05-DEC-219 , '•" �� ehael of g� TYPIGAL ANCHORS TYP"ANCHORS �u tiDOD Btldt �SPACING "'^---------^--- -� F�S rRUer1e --- ip •4 ° ° °,.-'° IT10oX s 8-PH Sms x1i - `1 O ULIM M40HOVef1 if tom" P d• - 2 -qp ;iMUtl10N Bc NULLDN ANOHQRS�CUP 0A G 7YPNAL ANCHM el♦FOR SPACM WHO TYPICAL ANCHM SEE a". SEE IDR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. iI SEALANTS: �q, er.fW+,sP,u V I ALL FRAME AND PENT JOINTS APID CONNECTIONS SEALED WITH t/4°010.ULTRACON..BY EtCO' (Flu+t77 x9.ryttis tc3�)SILICONE OR ACRYLIC SEAIANI. 1 2BY WOOD BlK:KS�T Y4OOD STRUCTURES O �1`EPI)OLSS: 1-1/2-MIN. PENETRATION INTO WOOD 7HtIU 1 BY BUCKS NTT)CONIC.OR MASONRY ��i Wt,= 1-1/4"X 1/4"WEET&IOLES WITH PLASTIC BAFti2 > a 1-1/4-MIN. EMBED INTO CONIC. OR MASONRY '4 I c � AT 4-7/8`FROM EACH END AND AT MtOSPAN i� W2 = 1_1/4-X 1/4-WEEPHOLES DIRECTLY INTO CONC. OR MASONRY , I AT 4-7/8`FROM EACH END AND AT MIOSPAN 1-5/8"MN.EMBED INTO CONIC. OR MASONRY W3 - 2- LONG WEEP NOTCH AT EACH END ,]/4-TEKS OR SELF DRILLING SCREWS(GRADE 5 CRS) Y2 Z ,y W4 - I" LONG WEEP NOTCH AT 32" FROM EACH ENO b6 ai i INTO METAL STRUCTURES _-1 A i STEEL :0.105" MN. (Fy=38 KSI MIN.) .PER 0 ALUMINUM : 118"THK. MN. (8083-TS MIN.) (STEEL N CONTACT WITH.ALUMINUM TO BE PLATED OR PAINTED) ,� !. •! �, 414 SMS OR SELF QtOl,IddG SCRO6tS (GRACE 2 CRS) i ! i8 iI y 2 I SU CLP ADAPTER INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN.THK. m 1/8' (NO SHIM SPACE) AM TraIDAt EDf�DrsraNC2: �g INTO CONCRETE AND MASONRY = 2-1/2-MIN. p J 8 INTO WOW STRUCTURE a I-MIN. INTO METAL STRUCTURE - 3/4- MN. W3-/ CM CRETE AT HEAD.SU.OR JAMBS f'e_30M PSI MOL C-SD HC-LOW/flLL®BLOCK AT 4AWN f'm=2000 PSI MIN. d © W4 10 2 0 ; smn a :.4 ' Pw� ioaaz 1°01yy��WltbdN170fTdA �' > - ;i• BAItII818C07p • d• ° �$ ° • T AIWIOR4 .. > P • n \ q su D P a i I FM SPACING •- a �. I c By drmving no. TrTaa3 PI ORSS• ,•� WO8-'$�CUP Jrip�i g' ' Dheot of 7 VAX 8 ----- 1f4.NA,C y� 18 8 HHOA TYPfCN.pNf910R.4 S um 1 24 10 AONO SIRUCTURs � 1 - _ - ❑ ,9 _ _------SC9iEENS OPT. 14. 10 eucxS rfinM ANCHORS 9 18 OJ.0.- --- FORSSPAM6 4 EXTERIOR W90M 8 < __. ... OX OPPOSITE \:J v' 1/4-MAX. 1/4'sa VEM w8R VET V ON SHMS yg� e,ax a f�� 1WOOD=KS OR ay ^w d- WooO alts: - -- - � -- !- _ v. - El -na. ° b ._. ._._. .-._. ._...._ KJCItOR9 C'. . OPT. .. :. •.•. --•- SCREW OPI: _ ._......jj ... FOR Sv=c SEE on. EXTERIOR FOR SPACM vrntoow wlmx � _ XOX LAYOU r go SEERRS SEE ELEV.FOR sPJCM 19/Iw-EUlOE COIJIM SEE mzrxm" $c_ r VENTS WITH SPRIK LOADED LATCHES l9, 1 I 11 SCREENS OPT. u'` •/••- Dero drowing no. EXTMOR W08-81 womw WIDTH V11DTR ;1• a" Of 7 OE MAY. Von wom NEUL 8 4 18 8 Sf960i 8EE� SYMAY RE _ I=SPACM lot o 19 0 W= e t �'s 4 0.40. 8 P S 1109 s tNO EXTERIOR ' wmm wom X0 LAYOUT OX OPPOSITE © 1/4'MM. PO 7/M1'9181 O VERY gn— __ yw WIM __-.— mu ' WOOO Bust 1+ WOOD BUCKS W hp � / - - -._ SCREM(M -- >,�.ANCHORS �•.. OPT. I --�••-1"'—' ._.. _. ~ Po SEE E4EV. e FOR SPA rdnM SEE � EXTERIOR xox LAYO_uT ,rwctiv.ANnlora Wid SEE 0".FOR SPAM mm-ow Comm APP"MUM ARA NOA MTH <m CHES - ' naonarcrBavN�lp 11 ----SCREM OPT. : ds ExT womm wmYN _.� ER[OR w mow VIM „ '•��(fiJ2 shed of 7 • H0'9"2 1.378 1T� PART/ gUANM DIWORIPTION MATS(9AL MANF/BUPPLIwamARRB�_ S t 1Nh 130 1 kWWE FIFAO 2-TB 2 TM-1339 i FRAH£S8i BASE 8003-76.688 3 Tm-134 t Faw SILL TOP 809]-78 1.878 1.289 4 1m-132 AS.R♦:00. FRA11E JNR8-VE R B9B3-18 2.437 25 .125 S m-131A AS RWO. FUM JAMB-FOU 8083-TB 6 TM.-130 2/VEM TOP AND OMMM RAL tt WIND LOAD CUP I A00 - m-139 t/VENT JAMB ST6£ 81)03-78 a m-140 1/Von IO3T816 sm 0983-18 tow 8 TOP& BOTTOM MI. � 9 m-137 t/VEM FORD 516E(MM WADED Ut'di)_ 8083-YO 9A YM-137A t/VENT_ Fm 816E(SWEEP umo 8063-78 n"E HEAD 1.700 t,Opp to 11l-136 1 Spa.Tmw WSW -- GoBS•76 . _ti 1 t m-139 1 SAL CL0'AOAPIER t1"um 8083-10 AY UM SW LOCAYM 12 750-116 1/VENT SMW LUNIED VW UiCH s-1 8•WNO am-To AT mm SPAN �S 7.480 .tab 12A I - 1/VIM AWDUJC WEEP LOCH - AT me SPAN .077 2.201 128 +8 X 3/4° 2/1ATCH SWEEP 1,0 C mOWt10t0 SCREWS ��.FH SAW � Oj 18 NTO.STOLE REM. 13 TAI-WIA AS REDO. W20411 BEAD 01AS8 8003-T0 - .313 ,883 1.378 a185 tAWO 13A im••tal AS REOD. CIAZ040 M QNSOL L41L 0UW .-- 8083-78 - ... •�- ... .890 14 m-154 AS RM WW I=CUP.4•UM 808348 - t4W 1 _ ID - 1/STU MEIS.W BRLE RIMFORCINO 8087-18 - 2Al2•---� 15 - 2/876E FORD S16E REF+ff0AC" 8083-76 - _ .107 IjXX) 17 W31225 AS!E00. i SPAL WSTWPP010 R70•X.220°WW1) WOOL - . C� SILL TFLACK JAMS STILE 1� -1 16 1 M43871 AS HEAD. nN SEAL WSUNIPIN0(.107°X.370•HRBi WOOL - W43201 AS REP. FIN SOL WSTRRP010(.ta7°X.200°HIGH) WOOL - .. Cant• ---2.312 20 !8043 - ADHESIVE HACK CLOM 120x.FOAM - 7/8°X 1 X 1-7/10•LONG. IB FIX STILE REWF. 21 - 2�VENT* WAI ROILER HM=40&011DE PI.ASTP M FACN END .062 .038 22 - - VIM Rmm/wn BRLRB 1.258 TYP. -1.285-1 23 012 X i- 2/CORNER FRAIE A98Em&.Y SCRMS - P3L PHILLIPS SUS 2.373 24 #10 X 1, 2/CORNER VENT ASSEMBLY SCRERS - P.H.PHILLIPS S1W--y i.3TSt.00ft 1.548 4 1348 28 - 1/tATCH VEW 1M0,SI%W 8T.520. •029 L.A. .235 20 W 17178 AS REDO. FIN SEAL W'SMPPF10(_18Y X.,79•MW) NM - _ co 11 SILL CLIP ADAPTER -- 1. 27 m-181 1 saL rasfn - Bae3-76 1.769- .082 38 S-J�a .-1.406 8 MEETWO STILE 12 VENT LATCH 2.312 2.312 •.086 .088 .4311- .10 t.7t9 3.270 .�.__. i � A40 ,8 .940 '090 .500 0 2.708 1.437 IAA 1 1.237 1 78 1 1.237 I f area .923 .923-d -•1.780 1.780 wm am WO CtAZ BEAD S Q 1.641 g LIKED S-ME (SPRINWO LATCH) A FIXED STILE(SWEEP LATCH) 13 (LAIL Bl0. (NM LAM.01A&4) O FRAME SILL TOP JI.M7114, als7 a 4089 3382 7YP. 1.879 1.7>� P�UCTRBVIESO IM 2.628 3. 3.188 3,042 r�.183 AS REOD. 0 p A78 S 81 .-3.089 .. a FRAME sal BASE AMC I/AM -VENT 8 RISER FRAME 4UM-FIXED 27 SILL A a ZX Nr1NEE11NlG P F I E SS Design Wind Pressure(PmAx+, PMAX-):ASCE 7-10,Ch.30.4.2130.6.2 U IR III�'-"W N"p"! P W 160 SW 12th AVENUE, *106 DEERFIELD BEACH, FL 33442 Max Positive Pressure(PmAx+) PmAx+ = qh(E)c GCppos+ GCpi) PmAx+ = qh(Oc GCppos+ GCp) Pic(954)354-0660 FAx:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PmAx-) PmAx-=qh(Oc GQxm-Wo) PmAx-=qh(Oc GCpneg-GCS) Wind Load Calculation ASCE7-10 Chapter30 Wind L4)ads-Components and Device Calculations;ASCE 7-10,Chapter 30,All Subsections Cladding e AT WE Florida Building Code 2010 U Site Information 1 53 x 50 End 7 18.40 6.50 0.85 56.57 1.0 -1.3 38.5 -50.5 Owner: Jeffrey Kolokoff 2 25 x 55 End 7 9.55 7.00 0.85 56.57 1.0 -1.4 40.1 -53.6 Wind Speed(V): 175 MPH 3 36 x 80 End 7 20.00 14.81 0.85 56.57 0.9 -1.3 38.2 -50.0 Exposure Category: C 4 111 x 50 End 7 1 38.54 28.52 0.85 56.57 0.9 -1.2 36.5 -46.6 5 37 x 38 End 7 9.76 3.34 0.85 56.57 1.0 -1.4 40.1 -53.6 Velocity Pressure Coef.(Kh): 0.85 6 37 x 50 End 7 12.85 5.79 0.85 56.57 1.0 -1.4 39.4 -52.3 ASCE 7-10 Ch.303.1 Table 30.3-1 Directionality Factor(Kd): 0.85 7 37 x 50 End 7 12.85 5.79 0.85 56.57 1.0 -1.4 39.4 -52.3 Topographical Factor(KzT): 1.0 1 8 37 x 50 End 7 12.85 5.79 0.85 56.57 1.0 -1.4 1 39.4 -52.3 9 53 X 50 End 7 18.40 6.50 0.85 56.57 1.0 -1.3 38.5 -50.5 Structure Information 10 53 x 50 End 7 18.40 6.50 0.85 56.57 1.0 -1.3 38.5 -50.5 11 53 x 50 End 7 18.40 6.50 0.85 56.57 1.0 -1.3 38.5 -50.5 12 18 x 50 End 7 6.25 5.79 0.85 56.57 1.0 -1.4 40.1 -53.6 13 52 x 50 End 7 18.06 6.26 0.85 56.57 1.0 -1.3 38.5 1 -50.6 14 48 x 63 Int 7 21.00 9.19 0.85 56.57 0.9 -1.0 38.1 -41.5 15 48 X 20 End 7 6.67 5.33 0.85 56.57 1.0 -1.4 40.1 -53.6 16 48 x 63 End 7 21.00 9.19 0.85 56.57 0.9 -1.3 38.1 -49.8 17 48 x 20 End 7 6.67 5.33 0.85 56.57 1.0 -1.4 40.1 -53.6 18 41 x 63 End 7 17.94 9.19 0.85 56.57 1.0 -1.3 1 38.5 -50.6 Risk Category: II 19 41 x 20 End 7 5.69 3.89 0.85 56.57 1.0 -1.4 40.1 -53.6 Building Classification: Enclosed 20 41 x 63 End 7 17.94 9.19 0.85 56.57 1.0 -1.3 38.5 -50.6 Int.Pressure Coef.(GCpi): 0.18 21 41 x 20 End 7 5.69 3.89 0.85 56.57 1.0 -1.4 40.1 -53.6 ASCE 7-10 Tabkle 26.11-I 22 30 x 80 End 7 16.67 14.81 0.85 56.57 1.0 -1.3 38.7 -51.0 Mean Roof Height(h): 15 ft. 23 43 x 63 End 7 18.81 9.19 0.85 56.57 1.0 -1.3 38.4 -50.3 Roof Slope(0): Sloped 24 43 x 20 End 7 5.97 4.28 0.85 56.57 1.0 -1.4 1 40.1 -53.6 Roof Slope Coefficient(0c): 1.0 25 43 x 63 End 7 18.81 9.19 0.85 56.57 1.0 -1.3 38.4 -50.3 Min.Building Dim.(L): 40 ft. 26 43 x 20 End 7 5.97 4.28 0.85 56.57 1.0 -1.4 40.1 -53.6 End Zone Distance(a): 4 ft. 27 34 x 83 1 End 7 .19.60 1 15.95 0.85 56.57 0.9 -1.3 38.3 .-50.1 28 47 X 35 1 End 7 11.42 1 5.11 1 0.85 56.57 1.0 -1.4 39.7 -52.9 1.THE94FORMATIONBNMDEDMPROVO)EDEWNPRESSURESFORTHEKJRPOSEOMEWSrALLATIDNCFGLAZEDUNffS&OPENNOPROTWTIDNASPROPOSOMDPROVDEDayoniER&NOCERTMATON.MM FRANK L BENNARDO,P.E WRESSED OR MUEDMOFFERE)ASTOTHEVAL.OrrYOR APKICMLFIYOFANYPROPOSED SYSTEMOR CMUPONENTUSED ALONGINITH THEWPRVSSLIRESALL PRODUCTSSHALL BENSTAUM IN SMICTACCOROANCEWITH Prepared in acrordance with: VAUD FLORIDAPRODUCTAPPROVALSAND WSMESETTHESEPRESSURESFOR THEGIVEN SIZELWA311ONS, FL Prz OD46W 2 NOCERTIFIGAIM OR REVIEW ISOFFEREO THATTHEPROPOM UNITSKOSETANYEGRESSREOUIRMENMALL 83RESSISSLIESAREMBEADDRIESSED AMEPERWITING CONTRACTOR AND THELOCAL ASCE 7-10.Section 30. Wind Loads-Components and 3.TH HOSrSTRUCTURSEASSLJMTOBEADEDUATETOVnTHSTANOTHELOADSWOSEDWMBDEMNASWORKREPLACESEWNGFRAMNG.OROFENINGSDEMNMMDCERTFWSYANe4GNEE B) Cladding THE .CCNTRACTOFVWLDINGOFM14LSHALLVERIPYTHATTHESUBMRATESWOSM DURNGWORKISSDUND FOR WSTALLAIMN OFTHISSYSTBLIFI)EMIEN[ESAREFOUNDIN�EEWMGHOSTSrRUCTURFTHMENGNEgr- Oft THEBORCHA MNOTFIEDOMFORECONTWUNGOONSIRUCTMMD RESERVESITHERIOWTOREHNSPECT'Ala)REEVNXATEDE90N.NOWARRXM.ERHER E)PRESISEDORWLIED.ISCONTANEDHERMN. BEN Florida Building Code 2010 ed. CD�SILT OMISARSSHOWN TOLLUWRATEDES13N FORCESAND OTHER 09"ORMMLILTHEYMAYVARY&M�yTOTHEMCrENTTHATTHEOPENNGAFtFASNOTSMNJ.M THAN 5%OFTH GNEEREDDES13N. AVpI ISTOVERIFYALL FELD OPANSIONISPRIOR TOWSTALLAWN. 5.ENGREERSrALAFFMHERETOMMATESSrRUCTURALDES93NASSNOWNONLY.USEOFTHESPEOFEATIDNBYCONTRACTOR.MaL]NDeMM SAVMHARMLMSTHER40NEM FOR ALLOOST&DAMPBMINCLUDNG 0 2013 E-Tempest.com LEM FEES&APPS�ATEFEWRESULTPIQ FROMMATERIAL FAEIRCATON.SYMSrBAEMRBMDTIDN.&CONSTR CTIDNMACTrESBMNOTHATWHCHOC&N.LMFORBYLOCAL,$rATE&FMM&CODESSFROMDeAVMSOFTHE PLAN. ffi:flKindowdoor-P.1968 &ENGNESMGWRESSHMNOTVWMTHBJOMMNFMKWMCONTAKEDHERENBSOMONCONTRACMRSUPPMDATAANDMMWR94NM EMP4GBORMS%LqLNOTWHEWRWONSMEORUAKEN CER ANYWAYFOR EIRRONEWSOR WACCURATEDATAOR MEMRS9NMINORKS14ALL BEFIELD VERFIED PRIOR TOCONSIRUCTIC)NANGWEERINGWRISSISSHALL BENOTIFED AND GIVEN AN OPPORTUNINTORrMALUATEOUR WORKUPON DISCOVEIYOFANYNACCURATENFORMATDN PRIOR TOMODFICATION OFEWMG FRO CONDIIIIONSAND FABRICATION AND INSTALLATION OFMATERIN.S. WITH RAISED ENGINEER SEAL. 10I M2013 Page 1 of 2 7.EXERTASEVRESILYPFtOVDEDHrRE-IN.NOADDU=4&CERTFOATIONSORAFFIRMATIONSAREINTE4DED. VALID FOR(1)JOB ONLY ENGINEERING FEE>CPRE 3S Design Wind Pressure(PmAx+, PMAx-):ASCE7-10,Ch.30.4.2130.6.2 ang 160 SW 12th AVENUE,*106 DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PmAx+= gh(8o GCppos+ GCpi) PMAx+ =gh(Ae GCppDR+ GCpi) Pti:(954)35"M FAx:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PmAx-) PMAx-= gh(9e GCpmg-GCpI) PMAx-=gh(90 GCpneg-GCp) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device CalculationSMSCE 7-10,Chapter 30,All Subsections Cladding Florida Building Code 2010 pp Site Information 29 37 x 37 End 7 9.51 3.17 0.85 56.57 1.0 -1.4 40.1 -53.6 Owner: Jeffrey Kolokoff Wind Speed(V): 175 MPH Exposure Category: C Velocity Pressure Coef.(Kh): 0.85 ASCE7-10 M 303.1 Table 30.3-1 Directionality Factor(Kd): 0,85 Topographical Factor(Kzr): 1.0 Structure Information 61 A osyo , 4 Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0 18 ASCE7-10 Table 26.11-1 Mean Roof Height(h): 15 ft. Roof Slope(8): Sloped Roof Slope Coefficient(8c): 1.0 Min.Building Dim.(L): 40 ft, End Zone Distance(a): 4 ft. 1.THBNFORMAflONBNTENDEDTOPROVDEDESDNPRESHIREFORTHEFURPOSEOFTHEW$rALIATCNOFOLAZEDUNUS&OPElNOPROTBDTCNASPROPOSW AND PROVDEDB IOTHERSNOCERTFCATCN,ESHER FRANK L BENNARDO,P.E Pmparedinaccotdance with: ASTOTHEVALIDWYOR FL PE 0048519 2 NOMOSOmS ATUTTOR ReAMISOF MMTHATTHEPROPOSF.DUNR841EE OOMRESSREOUNEOIEMNMALLB 3RESSM WESARETDEADDRESS EDSVTHEPERWrrNOCONTRACTORANDTHELOCALSUILDNOOFFCW.. ASCE 7-10.Section 30. wind Loads-Components and 3 THEHOSfB HUCTUREIS AEUNEDTOEADEQUATETOWRHSTANDTHELOADSWOSEDEVTHaDEMWASWORKR84ACESBWMGFRAMNG.OROPEJNaSDEMNEDANDOSRaMSYANENONEEAOFRECORD(EDR) Cladding HECONTR/CTORM DNOOFFCW.SHALL VEIFYTHATTHESLIMMATEEJSbSED OURNOWORKISSOUND FOR NS TALLATCNOFTHBS1StBLFOEFEENCESAREFOUND N THEEISMOHOSTSTRUCTURE THl4E ON S OR THEEDR SHALL ENOTFE)EFORECONTNUNO CONSRiUCTDN AND RES EIVES THERDHTTORE-NSPECTAND RE-EVALUATEDEaON.NOWARRMITY.EIIHER--ESSFDOR MR—EtCONTANE)HEREN. ZED ::� Flori da Building Code 2010 ed 4.CONTRl NSMEEOVE+FY US UTEDESIDN8 RCESA NBTHERD N. CRRERWTHEYMAYVARYSWHTLY.TOTHEMINTTHATTHEBiiiNOAREA BNOTSMN.LM THAN MOFTHEEIMEERED DEWN. (+©2013 E-Tempest.eont B'L�GALi�aAPPEL M�R�L�TNOFROOMMA AYMw�LF�CA�iDFE"i.ssiMEREDTEDNN.CONSMuc�Pn CTICESBI DNO'TH°LATWNIOHs a�FORSY°LLOCAT"LgErATE&FrDMMCOD°ESa�D SOMS — ID:flwindowdoor-P1968 IL EN EMNOEWRMSHASNOTVWME BJOBSIFENMAMMDNCONTANE)HEIENDR ASMONCONTWMFISUPPLEDDATAMBMWSURE1aWMe4(MBRNGD MM48HALLNOTEHELDREMNWSIEEORLP�.EN ANYWAYFOR EiRONEOUSOR NACCURATEDATAORW-AWREHENTEWORKSKALLEFaD VEIF®PRCfl TOCONSMUCTDN.EIONEERNO WRMSSHALLENOIF®ANDONEI AN OPPORTUNIIYTORE-EVALUATEOUfl WORKUPONDBCOVEflYOFANYNAOCURATENFORMATDN PRIOR TONDDFICATCN OFE IVICIFBD CONDIrONSANDFABRCATCNANDNSTAUATCNOFWTMLMA WITH EAL. 10/04/2013 Page 2 of 2 7.EDE4ASMIPRESSLYPROVDED HE SKNOADDRIONALCERTFCATCNSOR AFFIRMATDNSARENTENDED. 9 ALTERATION&ADDEINSI&OROTHEI MARKNOSTOTHBDOCUMENTARENOTPERNDTED MID NVALDATEOURCEITFICATDN` VALID FOR(1)JOB ONLY 0 Name KO t Address Mean Roof Height Zone Prest +Pros/NOA -Pros/NOA NOA# Type opening SIZO Pres/L Ii-5 5E lv, 5�j 10 .7 3-0 z 452 Fev 6 c, C:I -s c '3 Ito 1 JIL Z7 tj 3 Y63 6,61 �6 -tu 75 50 (IC c 7o Fit o 56 Type Single Hung SH,Horizontal Slider=HS,Fixed GLUS.=FG,Sliding Glass Door=SGD Name K� a �= Address j C5 15�, Y", � �.� Height t Mean Roof Hei g + idOA# Type Opening SIM Zane Prosit -Pres, +Pros/NOA -pros/NOA , I 5 1 W � � �"�..� � �a-.� _L t 143 1 ;F, .Z.. - Type Single Hung°SIH,Horizontal Slider HS,Fixed Glass=FG,Sliding Glass Door=SGD E 1. XO Horizontal Rolling window 53 x 50 r ®` (Banes 805)12-032 1*02 2. Fixed Window, 25 x55 (Series 300)FL15920.1 3. X Outswing Door 36 x 80. .m 6 (Plastpro Fiberglass Door)FL 15210.1 4. XOx Horizontal Rolling window 111 X50 (Series 80$).12-0321.02 MRH 15' • ,p Q :n 5•XO Horizontal Rolling Window 37 x38 a (Series 805)12-0321.02 27 6. X Casement Window 37 x 50 s Q (Series 525)FL15132.1 19 21 24 26 18 7. X Casement Winslow 37 x 50 (Series 525)FL16132.1 :8. X Casement Window 37 x 50 o C 00 (Series 525)FL16132.1 17 116 20Familly Roo 23 25 28 � g, XO Horizontal Rolling window 53.:x 50 s x x0.2 "Ion Mullion En in erin (Series 805)12-0321.02 15 14 N 10. X0 Horizurdoi Rolling Window 53 x50 13 O U (Series 805)12-0321.02 11. XO Horizontal Rolling window 53 x SO a 12 •� (Series 805)12-0321.02 12. Fixed Window Mulled 18 x 50 _ �. 11 Bedroom Egress (Series 300)FL 15920.1 13. xo Hors=t I.ftUk swindow Mused 52 x 50 a (Series 005)12-0321.02 8 29 14. Single Hung Window Mulled 48 x63 LL (Series 605)12-0213.05 . 10 Kitchen 15. Fixed Window Mulled 48 x 20 Bedroom Egress (Series 300)FL15920.1 16.Single Hung Window Mulled 48 x63 (Series 605)12 0213.05 17. Fixed Window Mulled 48 x20 (Series 300)12-0213.05 4 O cC M 18. Single Hung window Mulled 41 x83 (Series 605)12-0213.08 4iving Room O " ILL 19. Fixed Wind.dw Mulled 41 x20 ' 9 O 00 (Series 300)FL15920.1 3 Y O 20. Single:Hung window Mulled 41 x63 .0 8 s 5 (Series 605)12:0213.05 Main Igor Egress 1 �'+ W 21. Fixed Window Mulled 41 x 20 / Bedroom Egress 7 Bath Roo ll Dining Roo ` z (Series 360)FL15920.1 O •- 22..X DutaW.in Door 30 x 80 1 (Series 24912-0208.14 LO E Ca 23. Single H.ling Whitlow Mulled 43 x 63 e g (Series 605)12-0213:05.- :24. Fixed Window Mulled 43 X20 tt (Ser(es:300j FL15926.1 25. Single Hung window Mull. 43 x 83 SCAM (Series!605)1ZLO213.05L NOT TO SCALE 26. Fbted Window:Mulled 43 x20 ° nAM (arias 300J FL15920.1: Oct 04,2013 27. Cda�1%®nt 34 x 83 (AIUM hi Panels)PL 11398.2 Site Plan 28. Swing Door : 47 x 35 OF (Alumirwm Panels)FL 1ti39&2 29. XO.Hortzontal Rowing window 37 x 37. (Series 805)12-032102 a Florida Building Code.Online Page 1 of 2 mums Rob ppmnW am m me I Lm m I�RMW8Wn I hoe Tows !Su�bmil Swr rgo I smu a Facts !ftWIWU= !Mc sun(ecrs sfa Map !uns!swch Bus�nes PCa 1 �a Pulft User Pmdud Annm al,Menu>Pmdud or Aontleallm Seertb>Aootlea[ton k.l• >ANOCaMn DOW FL# FL11398-112 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McMab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-wum.com Technical Representative Thomas B.Johnston Address/Phone/Emall 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@w-alum.aom Quality Assurance Representative Address/Phone/Emall category Shutters Subcategory Storm Panels Compliance Method ' Evaluation Report from a Florida Registered Architect.or a Licensed Florida Professional Engineer IN Evaluation Report-Ijardcopy Received Florlda Engineer or Architect Name who Vladimir Knezevich developed the Evaluation Report Florida License PE-10983 Quality Assurance Entity National Accreditation&Management Institute, Quality Assurance Contact Expiration Date 12(31=13 Validated By ORLANDO L BLANCO,P-E. IS Validation Checklist-Hardoopy Received Certificate of IrWependenc a FL11398 R2 00I 2= Certificate-of indeoendenc¢FBC- ggried.r�df Referenced Standard and Year(Of Standard) 51sinderA Year ASTM E330 2002 SSTO-12 1999 TAS 201 19% TAS 202 1994 TAS 203 1994 . http://www.flori(labWlding.org(pT/pr app M.aspx?pamm=wGEVXQwtDgVIL5Kl5SWld... 7/13/2013 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certined By Sections from the Code Product Approval Meted Method 1 Option D Date Submitted 04/26/2012 Date Validated 06/18/2012 f Date Pending FBC Approval 05/06/2012 Date approved 06/20/2012 ummary of products FL. Model Number or Name Desaiwon 11398.1 .040-.050-.M STGRMLOCS 2"X 12"ALUMINUM CORREGATED STORM-PANEL IPANEL Limits of use pation Instructions .Approved for use In HVKD No F 1398 111-U-08-353(05-350)FL 2250 Alum Approved for use outmode HVHZi Yes X16 aP$ esl.bdf Impact Reslstawilm Yes Verifed By:VLADDUR KNEZEVICH PE-10983 Design pressure,N/A Creates by Independent Third Party:Yes Other.REFERENCE SPAN CHARTS IN INSTALLATION @valuation Reports DRAWINGS. FL11398 R2 AE 113M.odP p i 1398 R2 AE Evaluation 11398 NHVHZ Sloned 9- Created by Inds dent Third Party:Yes 11398.2 50 HVHZAWMINUM 2"X 12"HVHZ AWMINUM PANEL , STORMLOCS PANEL Limits of Use Installation Instructions Apprmred.fbr use In HVKb Yes FL11398 a2_II 12-142 050. Approved for use outside HVHZ:Yes Verified By:V JOHN KNEZEVICH PE 10983 Impact ReSistamb Yes created by Independent Third Party:Yes Design Pressure,N/A Evaluation Reports When SEE SPAN/PRESSURE CHARTS ON 'AGE 6 FL 1398 R2 AE 050 HMHZ Evaluation 2010.odf Created Ind ttt Third Pa&:Yea 11398.3 110615 HVHZ ST DRMLOCS PANEL 2"X 12"ALUMINUM STORM PANEL 11.10111118 Of Use XmiteBation Instructions Approved for use In HVHZ:Yes X1398 R2 II 12-129 0615.odf Approved for use outside HVHZ:Yes Verified By:V]OHN KNEZEVICH PE 10983 •Imliact Resh t nb Yes treated by Indeppndent Thlyd Party:Yes Design Pressdre:N/A Evaluation Reports Others SEE SPAN/PRESSURE CHART PAGE 6 FL71398 R2 AE 0615 HVHZ Evaluation 2010.odt Created Indgendent Third Pa :Yes is Us.:Mo North monme StnmL Tefinha=&R AZW The ante of ftlb is an AA/M employ,Commaht 2007-2010 Sm of Florida,a: Uri Fimma law,smell addrms are pubik rewn*L If ycu do not want yam•a-mall address WNW m respwm to a"w*rsCm*requeet,.do rat saes ewamnk man to this sdffy.mead,cwoa the one by phme at by tredMwW miell.If you have any questims,pW=Contact 850.497.1395. *Pasmnt to aeon 453.279(1),FmWa Statutes,etkdM OWw 1,2012.komes Ummad order Chapter 455,FS.miat p wAft the Oeparb—d with an small address If they have one.The snags provkted my be uses for 411kM ounmunkatlon wsh the Howeever snap"dream are pubic rev".V yW do:rot wish to supply a.personal address,please provide'tha Deparbnent with on small address which can be-made avmlabla to the putlk To ddumlm ff you area see um�•t�aP:er 459,FS.,pleaw dk k hm. Praduor Apyrovet Aowptaa NONE hq://www.flori&buil&ng.oiepr/pr app_titl.wpx?pamm-- vGEVXQwtDq,VIL5Kl5SWId,.. 7/13/2413• XMMVICRASSOCIATn . C(*SULTTNG Esv NOMS asp ios c EVALUA'!'ON �;ilay141tCdrid®.33324 , tssaj�2i;�3. _ R�QRT. KA 3ob Nar 12.142 MW Apil 23.2DI2. .CWdr. r BWldtCoate,2010. 9huum PWdLftSWp4dvpW. stom paw i�radxaFiiuiass t1,050";Aiuminuea'StcumPar�1 Town and C bdusf m A Dkislon otAf -Stk*y.hm NO Wtd flab Pm:. : .Ptut `T'L 5336!9,. Tt��ea6;Eri;Rt iseUed�aCt�stoYitdl and V.l2�'NE ": P:E. ( wm:to No.8329)169 T. CMI AND. NTRY Lqn lV on 4-6M.- Nib .'. lM3 77Z ft3.. 1#d}' t}g6ttd •Foot i o n,MWtMW oP' CWMLVaty Ttris O;t1(Y Ah r ieaii*Stem PratW:system'lms(seen. . wd t and tobe4r WnpftMwkh ft Cotle06W#0 1me podtxft aWforthe propose kbnded,.at tnsat tb tl�;�jidred�Y it'�.6use. ReRsvaluadan ot n te86ut h:re !�;-�o�ovYi�arO?;e {�an�s;�y+rosirrt�� validly. E p kr. T WEV9XA OCIAT S •i P . L. �j { WIRE 1998,9 ' �batida�C�A NOr.:27989 _. ie t of z 255 9w lo§Te aagz E ATXW �. � �Deyta,FiaLla33324 '.. � POR• TOWN AND COLtN YY"nMSTRIES 4.t;W A«tumicum 3tam Farrel,Drsw4 No:13- 142:,? au►rewisioru�;8�t� ;73.aola,slams i 6 alb;�mte�.gj![ ic1►.. Armes(KA),signed:daWd mA seated,by V.John Knezevi&P.S.is ae jnb*MLPW oftms FVWUB&A€tepaat Test MOOS#0 fl18 and. . fcr:tJn tii Stec AIf PmssM I4 pulp PA Z LwP I D Ugpw and Cycft T in aca rta PA 209 8 d PA 203 wam pl ed by:Cor Tedm C t(CTL%NIA;FiotWa. Kpfmm.TedO2. (H: )fte t1ki359.08b+i t0 awl i uAd tol Go m ►: ' Teatii t3Y F#T dttfttig tfie peed from W28W10 h;8f ttl. Tests included TAS 201 and TAS 26. Towle Capafte alwmm allay eAusions,was detombied nth 1NabMWASW a MOW S. 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M mss.1057 EVif iA ti 40 t 333aa The miurn ue &m1mn vabodmedbreachtMe s of ar ,,gMAter.sp t: di Won vind.1086M W J► Anchor schedule 0*w tm parcel std sY +�s to lia.inefeiletl sn aatdr +tl�tyj . £3wwal NoW,ftftedpftjabf s end mate"Ve.dkmbmts fttenld in" dras> . tNotes®fU�refereiu�dtaaitrtg;urd §itised,for ill: speoftWom AIFd mi.sorta.of ate hi.ttee eraerodd 0s Ar O� sp�icatlons ht mi+�j'+sa�?; � d atnd . are hn .�the ref8rer dr�ring: .: 7�:proc �suitalib:kd+ ,'atis4tie+i�hVdloc#y+UUrtc�eZ�ae{H�'HZ1;' ' . +� Ttds pmdudm"et*bs.h s%d oft ,Chow o blc�C p�,�crod scrt>s s. f or aA 4 aondits sptii ! by KA or a Ps i I 3®3 f LOAD "ANA LW TO 'AP.4 VP TO SPAMLUP TO SPAHSAIP TO. $P%W AM 7O" P", IOWA t glawliM TYPE NO, m ttD'TQ a . taw it CS C4. &, CS Cs- C8 C2 ca Cf..CS ct CR 0-ta.to] a to rA CS 8 �► a _ 64kIRM sty 14 ?. - � a ss 4 t r�F } c2iti so s c 2 ca 4 sa c so sao rm W xt a i l ¢ s �a so u oAr a ? s29 �t, 'm s8 m a u fix,..14 a s as`T 4 D: b e+sn a as 14 1 as g a uf; aso a s so,'4 3 ti -i4 a F 9 a iaa #o ua S ao4t_ ssr a ak ii q a f a m eaa sao3�i �car?ata°� r €� # aa s is a jai ix°" tt''iaSi�9 S a-=- ; Fa. �,'$ °'7' si AS Psia9A�.. . i .A 3a I axvsdam eaa. : La1 "�s's a ' ri�9 & ; ,2 74 tea. *�a�s,s a S$ stu® s�aisxalA. 1f atu.'u '4 ul-s 'a uia ffi t a i;`.s tea® 1 . 6a.8 a �Y 6 a3 w sea ,o�:t zsa ffi o'as`T YE ALIC41. raa 3x 11 f ,.. . ..: 4'T 5+io �3� 3�#4fr iib fs .. a ra a sp.. r a2.0 T on-mewtim wrm UTA"P.Ok MCA[ �?COtOPBt:Tt9lt XYP$: if r. mimicates'.- a r s —At;-aA ACC - WITM RIAtCWACT-RF W a a ,naarasa a Wit;i,s c a.zssae ; pyY ? 1ytg :. 4 i4 a .:® a as Ya ° MUNI w � rao a a a .o..a 84,0 8�.4 -a� $ 6 -r�•.. ... JSARt. a4k . M MMMWMg AR MDR l`OiMMO -WHOtAft NOT AtMTAftl USES. tx t smu *4A eQe •. 1 Tim sees. j It dP li �! sea u;p +� } �. "4 * a g �'� �. vv a�. .. . cxnv. � t�.ar+�Av�t�iar �,tmnectri�,a,.tt�r I 1 MIAM MIAMI-DADS COU14TV PRODUCT CONTROL SECTION I)EPARTNM OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Stseet,Roam 208 A)N`I'AIRS OM—) Miami,Florida 33175-2474 BOARD AND CODE ADMINISMATION DIVWON T(7W 315.2590 F(786)313-2599 'r NOTICE OF.ACCEPTANCE(NOA) T.M.Vfii ndows,LW. 601 N,W.12n Ave. Pompano Beach,FL 33069 Score: This NOA is being under the /doable g mules and regulations v the use of construction e app gul governing materials Th 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(AHD. This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section On Miami Dade County) and/or the AM(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 manufadtm 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 M&Velocity Hurricane Zone. DESCRIlMON:Serb"603 Single Hung Aluminum Window(reinforced) APPROVAL DOCUMENT:Drawing No.WW34 Rev E.,titled."Series 605 Aluminum Single Hung WDW.(LMI)-,sheets I through 7 of 7,prepared by Al-Farooq Corp.,dated 04-2446 and last revised on APR 25, 2012,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. ISSIL 'LMPACT RATING:Large and Small 1V uffe Ln Resistant 1. Exception:Glass t3W I(sheet 4)is&q approved for Small Misffisile Impact Rating&shall Bpt be installed above 30'above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet Z.All United installed with optional Fin mount are limited to max Dp=+/-61.0 psf. 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 materiels,nse,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. ADVERTTMEMENT: The NOA number preceded by.the words Miami Dade Coutriy,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 distAmtors and shall be available for inspection at the job site at the request of the Building Official. This NOArevises&renem NOA#09-0604.24 and consists ofthis page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-021105 ff' ttV Approval p alDa 7 May •41 Page 1 T.At Windows,LLC, NOTICE OF ACCEPTANCE:EVIfDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#09-4604.24) 2. Drawing No.W06-34 Rev E.,titled"Series 605 Aluminum Single Hung WDW.(LM)",sheets 1 through 7 of 7,prepared by Al-Farooq Corp.,dated 04-24-06 and last rcvis$d on APR 25,2012, signed and sealed by Javad Ahmad,P.E. B. TESTS(transferred from file#0940604.24) 1. Test report on 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 °~ 3)Large Missile Impact Test,TAS 201-94 4)Cyclic Loading Test,per TAS 203-94 along with installation diagram of an aluminum Single Hung window,prepared by Fenestration Testing Laboratory Inc.,Test Report No.FTL-5439 dated 12-10-07 and FTL-5742 dated 01 22-09,both signed and sealed by Michael S.Wenzel,P.B. 2. Test report on (Transferred from file#07-0404.04) 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per TAS 202-94 4)Large Missile Impact Test,TAS 201-94 5)Cyclic Loading Test,per TAS 203-94 along with installation diagram of an alum Single Hung window,prepared by Fenestration Testing Lab Inc.,Test Report No.FTL-3975 dated 10-22-03,F11-3755 dated 03-24-03 and FIL4514 dated 01-25-05,all signed and sealed.by Edmundo Largaespada,P.E. 3. Additional test report No.CTLA.416W.dated 04-11-00 issued by Certified Tung lab w/ addendum letter Jan 22,2002,signed and sealed by Ramesh Patel,P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/FBC 2010,prepared by AL-Farooq Corp., dated JAN 18,2012,signed&sealed by Javad Ahmad,P.E. 2. Anchor Verification Calculations&comparative analysis complying w/FBC 2007,prepared by AL-Farooq Corp.,did 05-15-09,-signed&sealed by Arshad Viqar,P.E. (fle#09-060414). 3. Glazing complies w/ASTMF,1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(?ERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0325.05 issued to Solutia Inc.for their"SaSex Clear or colored Interlayer",expiring on 05/21/16. 2. Notice of Acceptance No.12-0130.01,issued to Cytec Industries Inc.for"Uvekol S laminated glass interlayer",expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no.financial interest,prepared by Al- Farooq Corporation,01/13/12,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al- Farooq Corporation,dated 05128/9,signed and sealed by Arshad V1gar,P.E.(file#09-0604.24) 3. Lab compliance as part of the above referenced test repork G. OTHER I. This NOA revises&renews NOA#09-0604.24,expiring on April 21,2016. 2. Test proposal#07-3765 approval.by BCCO dated Feb.0¢�ZJ,It?7. - c..��s. Tau caq L Chanda,P.E. Product Control Examiner NOA No 12-0213.05 Expiration Date:July 05,2017 Approval Date: May 03,2012 03 110° tS3 IN Z 481/4- 40 1/4° I �pp�) DL OPO.a(FTkED) D.L.OPO.W.(0110) �ea$ ( ppU>UD ANA%. (NAY usED A9 —— 2D SILL y 7 8 � 0 d i. It � Ot)- - u �• n I t3 I II I ;I I ti It iI i ii It I It ;! it -GA Z � ' S 1/2"mAx. - - 8 t/2.M& a 4 47 3/4' HEAD/SLL IL THESE NWNDOWS ARE RATED FOR LARGE k SMALL MISSILE WACT. D.L 0P0!(VENi) C�NF v OWO SHUTTERS ARE NOT REOWRED. aL ON. ��- STRIE'� Q ALUMINUM SINGLE HUN0 }TINDOW VENT�� A W DTH DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION jyPICAL ELEVATR7N CHARTS SHOWN ON SHEET 2. EQUAL UTES WITH OPTIONAL FIN APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY 890E D ESIGN CAPACITY ow) EQUAL LITES COMBINATIONS OF S.H./S.H. OR SINGLE HUNO WITH OTHER (LIMIT DESIGN CAPACITY TO 181.0 PSF MAX.) WINDOW TYPES IN MODULES OF TWO OR MORE WINOOWS USING DOI MIAMI-DADS COUNTY APPROVED MUWGNS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.L.G.WIDTH(FOXED) WINDOW WIDTH - 4.875' WILL APPLY TO ENTIRE SYSTEM. O.L.O.WIDTH O M} m WINDOW WIDTH - 8.378° DLO. HEIGHT a WINDOW HEIGHT/2 - 4.5° 0^ THIS PRWJCT HAS BEEN M=NED AND 00 TO EMU LAMINATED GLASS = REOWRt7dDn OF THE FLORM GUILDINO CODE INCLUDING h%H v¢LOCIIY i INSUL. LAM. GLASS m e e HURRA'd1NE ZONE (HVH). ter OR 28Y Wow Buacs BY GTHERs,w BE ZE-0 ET)P Y t4sl/ds LARGE IdISSIIJ: IMPACT TO TRANSFER L.OAOS TO THE STRUCTURE. =9&*TKO BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS fl W �h1L EMBEDMEI4T TO 895E MAIERUd.SHALL BE BEY"WALL DRFSSINO OR STUCCO. yOS92 S � ANCHOFtlNG OR l0ADB4G CONDITIONS NOT SHOWN IN 11-M DETAILS ARE �aae NOT PART OF TINS At+PRfRlAL. A LOAD DURMON INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drordng ne. MAANE I�M'OI"ca4rDADT NA�TH DI=NER D44StMTi°Lna NA rAL MjET 1 W06-34 REQUIREMENTS OF THE FLORIDA BLDG CODE SECTION 2003.x4. AP ZOIZ ee of 7 OEBIOI4 LeM CAPACITY- PSP (BITE Al.twN182 D1M4F0 B17IDOB DIt!$. L81B TYl'8'C' (tLA18 TYPES 'D' Bt'S' 0665:9 TYPE'P' 1'YPS'6' 1A88 TYPE'8;' OU186 TYPE 1' um TYPL'd' no 1150 800 1Ism a" 11 6.0 19-118° 26-1/2" 37• 53-1/8° 38-3/8- (4) BOA 115.0 Som 115.0 "am 60.0 80.o t t&0 19-1/8' 28-1/2° 37' 53-1/8° 19-1/8' 28-t/2° 3T° �, (4) 70A 70.0 7060 61.0 01.0 80.0 SOA 80.0 IMO 80.0 80.0 860- Sam 800 Sam 7oA aim 81.0 SRO Sam S00 80.0 BOA no Item no 80.0 Item BOA 800 7010 700 SIIA St.O 800 Item 60.0 800 SRO 80.0 80.0 Sob 53-1/6° Sao 80.0 70.0 7060 $1.0 OW BOA SRO 80.0 800 800 SRO BDA 800 8DA 80.0 19-1/S' 1150 70.0 7" 814 sim som 80:0 800 Sam BOO no 80.0 80.0 800 BOA 26-1/2' 37' �3/8° (4) 700 700 81.0 6110 610 BR0 Soo 8010 Item SRO 800 Sam 890 8060 700 7010 01.0 no _8010 80.0 60.0 a" Sam MO 6060 804 604 80.0 53^1/8' 704 700 61.0 GIA BOO 80.0 WO 80.0. 80.0 MO M0 800 804 SOA 19-1/8• 2i-1/2' 3Y 53-1/8' _./8, (5) 700 70A 61.0 Sim no 80.0 no 80.0 SRO 80.0 no S&S BOA 80.0 pA 7010 7010 81A elm 80.0 80A no S0A BOA 80.0 80.0 no 80A 800 8010 70A 700 81.0 BID BOA 80.0 50.0 80.0 no 8010 80.0 WA 7010 70D BIA elm 80.0 no 80.0 _BOO 80.0 ii7o 80.0 60.0 $04 SOA 19-118° 26-i/2' 59 700 700 81A 814 00A SOA no 50.0 800 60.0 Sao no Item 60.0 80m _70.0 70o 61A eta 80.0 SRO BOA 80.0 _ Soo Sam 80.0 me 804 37' 85-1/8' (e) 704 700 7U 700 01,0 81.0 81.0 81.0 SRO Me 80.0 80.0 80.0 MO SOA 80m 800 80.0 Sam 80.0 Sao Sam 80.0 80.0 8Dm Item 80.0 60.0 19-I/8' 28-1/2° ° (8) no 10.0 704 7010 elm 81.0 BID 81.0 800 �.0 no 80.0 no BOO 80.0 80.0 800 $0.0 8060 Item BRO �.0 80.0 800 80.0 BOD 70.0 7060 61.0 .elm 60.0 80.0 80.0 a" 800 80A 8010 53-1/e' 70.0 70D 61.0 61.0 80.0 SBA 804 80A SDA BDA 60.0 -Item - 700 700 Sim Sim SoA no Egs-,-D no 80.0 80A som 60.0 26-1/2' 37" n, (7) 70.0 700 81.0 610 80.0 80.0 sot no Soo 80.0 80.0 110.0 Sam 704 704 610 840 OUR 80.0 80.0 Item 60.0 800 80.0 80.0 83-t/8' - - elm 81m - - 80.0 _8_00 B0.0 604 782 7&2 80.0 80.0 70.0 70.0 61.0 61.0 80.0 60.0 80.0 SOA a" WA 80.0 WA no 28-1/2' 37• 78-3/4' (7) 70.0 70.0 aim 81.0 80.0 no 80.0 SOA 80.0 _00.0 SOO 8010 8010 80.0 80.0 80.0 70.a 7060 61.0 01.0 80.0 60.0 800 80.0 solo 8010 80.0 00.0 80.0 87.0 -aim - - 77.6 77.8 804 BO.Q T4A 74.5 $0.0 Sam 24" 30' 38' 42" 48" 70.0 70A Sim 8110 Sam no 80.0 som 8010 BOO 60.0 80.0 SO4 804 Sam Item som 70.0 70.0 70.0 70.0 81.0 $110 80.0 $0.0 MD 80.0 80.0 SDA 80.0 81.0 $f4 80.0 ' 60.0 8060 80.0 8010 80.0 800 800 80.0 800 60.0 po 70.0 70.0 81.0 61.0 80.0 80.0 80Q 80.0 80.0 80.0 8010 no 48" 54' (5) 70.0 70.0 614 610 80.0 80.0 60.0 &i.0 80.0 800 Me 50.0 no BOm 80.0 764 70.0 Sim $110 Bob 80.o 80.0 50.0 80m 80.0 no 800 Sam 24' 3D' 70.0 70A 61.0 814 80.0 MO SDA_ 80.0 80m 800 800 800 80.0 80.0 0.0 704 70.0 81.0 814 60.0 60.0 SOm 80.0 Me 80.0 80.0 8060 .4 35' 42" (S 7QA 704 61.0 814 Sim S00 80.0 BRO, Soo 80.0 80.0 80.o Sao 80.0 no 7010 7011 61.0 8010 80.0 600 SDA 80.0 60.0 80.0 800 WA WA 40" 06' 700 70A 81.0 614 8110 81.0. 80.o 80.0 80.0 804 804 no 80.0 som 80.0 So 7O0 7010 80.0 80.0 80.0 =0 Boom no som 8060 no BOA 24' 30' 38° 70.0 70.0 "A 700 814 aim Isom Soo Sao Sao 8010 $00 no 800 SRO BDA 81.0 810 6010 S00 80.0 no 600 80.0 a" 60.0 804 B00 80m 700 700 814 61.0 BOA WA 80.0 80.0 6010 Sam 1.0 80A no 42° 48" 72' (7) 70.0 7010 81.0 1 _ 814 80.0 50.0 $0.0 80.0 Sam Box 804 no no Sao 804 81.0 elm 80.0 800 1 Sam no 80.0 Goo I 80A 84" - - elm Sim - - 79.1 79..1 79.1 7&1 78.8 78A 7&4 78.4 24° 704 Tom at.* s14 Bo.O 80.0 8O0 80.0 80m no Soo 80.0 SOA 800 JO° 38' 70.0 704 aim Sim- aim au 8060 no BOA som Sam BOA W.O� 80.0 SRO Alm - 80.9 80.0 WA !WA �A 8010 80.0 810 42' 48" �) 61.0 81.0 _ 80.0 �.o SOm �.0 s0A SOA 60.0 Bob et4 BtA 8060 _ me I 60.0 I BOA 77.5 775 80.0 80.0 t)NO.N PARMTH955 IrMVATE NO,W AtVSa9 M PER JAM G L. D�sIaM LOAD CAPACITY-Par (111111 97ERL S RCINO) IP94DOB WMIL. TYPE v RbA1Fl 1410Hi S%L(+) to-1/8° 37" 03-1/8` (4) no 1150 800 1Ism a" 11 6.0 19-118° 26-1/2" 37• 53-1/8° 38-3/8- (4) BOA 115.0 Som 115.0 "am 60.0 80.o t t&0 19-1/8' 28-1/2° 37' 53-1/8° BO-B/8° (5) SRO 115.0 80.0 115.0 Item BOA 715.9 119.0 f8-1Jo' 26-1/2' 37" b3-1/8- S/, (8) 8O4 115.0 8010 113.0 800 115.0 116.0 Item 19-1/8° 20-1/2° 37' 53-1/8' e° (0) SOA no 11 5.0 118.0 Sam 115.0 60,0 114.0 19-1/8' 28-.t/2' 37° 72° ) no 1180 no 116.0 no 118.0 19-1/6" 26-1/2. 37' 78-3/4° (» SCA 115.0 80.0 115.0 1150 24' 30" 38• 42" 48' 54" 48• (0) 8010 11510 Sao 80.0 115.0 Il" no 118.0 no .I1&0 80.0 116.0 24° JO" 38" 42' 48" Sc 44. {8) no 11 6.0 me 116.0 50.0 1150 >4.0 175.0 811.0 Item 148.0 604 24" 30' SB' 42" 72" (7) BOA SOm 115.0 115.0 Sam 115.0 80.0 S Ism 24' 3Q° �- Soo It&0 Isom 118.0 �-?� j ()NO.IN PAREM OM ROOM MO.OF ANCHORS PER A" NOTE: GLASS CAPACITIES ON TMS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-218 1 Cf2 21.12 z F O n Q� ci W06-34 u 1/8°ANN.GLASS 3/16°ANN.GLASS 311V ANN.GLASS 3/18°HTAT STREN'0 GLASS 120°WrERLAVER 120'VaERLAYER O90'INTERIAYER 120",NGERIAYER UVEKOL^UQ RESIN UVEKOL-LID REM SAFLEX PAC PYS BY SOLUTW UVWDL-UO RESIN 1/8'ANN.CLASS 3/18'ANN.GLASS r 3/18'ANN.CLASS 3118°HEAT STREN'D OGASS hQ 4g �Ct RMING 988 J3� DOT7 CORNI NO US {S� �CO%NNG SSS DOW lORNM SSS i5 9A ur 4477 GLASS TYPE 'C' QQ GLASS TYPE 'A' 00 GLASS TYPE 'E' GLASS_TYPE 'F• --1/8'ANN.GLASS 1/8°TEMP.GLASS Q 118°ANN.GLASS 1/8'HEAT STRM D CLASS 1/4'A81 SPACE 1/4'AIR SPACE ..090°INTERLAVER .CW INTEGLAYER 1/8°ANN.GLASS ..-1/e°HEAT STREND GLASS �� 5AFLE%I0G PVB BY SOLLITW SAFLEX IIIC PVB BY SOWTU 000'INTERLAYLTN 090°1NTERLAYER Z SAFLEX 100 I've BY 5QLG11A• SAnO MG PV8 BY'SOU10A' �.- 1/8°ANN.CLASS 118°HEAT STREND GLASS 1/8°ANN.CLASS 1/e°HEAT SrREN'0 GLASS 1-: IL SILICONE SILICONE SILICONE SILICONE '! GE ROS7700 GE 8067700 GE RSS7700 GE RGS7700 etr 3Yk1w1l Ne.MMdi gr . m „. GTdcS TYPE 'H' CLA5�3 Y�E 'I' _GLASS TYPE 'd' THIS CLASS TYPE pp�Y FOR m u o u LAfCLE 6iSS8E OGPAC1'USE. NOT QUALOW FOR SMALL MISSILE RVAOT AREAS. GLAZING OPT1ON8 vNArP 3e�z drodag no. 8 5 ZQ WO6-34 abase 3 of 7 y IMCAL ANISHORS, ILLUSTRATIVE DTLS.ONLY TYPMAL ANCHMS SEE an.FOR SPM2ND NOT W.O TN•RNLSHES SEE ELEV.FOR SPACIN(i METAL MIA10•-DADS COUNTY APPmm wow CONt TE .1 BUCK SIRttt.T111 MIALION&MUUJON ANCHORS SEE.e •e4.°' e;4. ..<r e• ad's ° °'. -------- a t----- A1VG41GRS SEE 0.EEV�FOR SP SEE B".TOR v �+ L I a i I u F SPAC�INiT WOOD BUCKS ANO METAL STRUCTURE NOT BY TM WINDOWS °y R ji I! I i MUS7 SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM $t i. '! j I. AND TRANSFER THEM TO THE BUDDING STRUCTURE. 4 eJ J i i -t SEE am FOR 9+ACNb d .I .I at i ' u�120.1�1 F _ I i t/d DIA uLTRACOPt�• (wa..tn RSI,vv_tsa ol�) . !! L 15 OPTIONAL Ta 1S OPTIONAL.TO ICS WOOD STRUCTURES 23 LATCH SPRING II I. SAROSL LATCH I-1/2°MIN.PENETRATION INTO WOOD ReIWORCM I I 12 RONFORCM I t2 OPT1�1S , OPTIONS THRU IBY BUCKS INTO CONIC. OR MASONRY rn . SEE SHEET 2 .. .. SEE MEET 2 1-1/4°MIN. EMBED INTO CONC. OR MASONRY 1 10 0 . y ® O DIRECTLY INTO CONIC,OR MASONRY \ 1-1/4"MIN. EMBED INTO CONC. OR MASONRY •�j W. {J- ,1(�j—�I REINIMRCiNG 1 4 {(�� 08BAi4711�i� A14 c_uC OR SELF ING cr.OrM CORAX 2 ORS) Q�a OPTIONS 2 ff y,ilt t SEE INTO METAL STRUCTURES C�3 Iii iYY" L(.° 2 STEEL: 12 GA. MIN.(Fy m.38 MSI MIN.) pt� (STEEL CONTACT WITH ALUMIINNUMM TO BE PIATED OR PAINTED) i z 11 .,1012 8MS OR SE LE D&LUNG eSCREttl.0 (CM 2 CPS) . L TIME INTO MIAMI-DADS COUNTY APPROVED MILLIONS(1/W T'HK. MIN.) 77i j ! I (NO SHIM SPACE) j. if I AL EDGE DISTANCE 4 II jj INTO CONCRETE ACID MASONRY 2°MIN. j INTO WOOD STRUCTURE= 1° MI N. ! r INTO METAL STRUCTURE - 1/2` UK CONCRETE AT HEAD.SU OR JM4BS Fe-3000 PSI MIN. C-90 HOLLOW/FILLED tX.00K AY JAMBS Pm.2000 PSI im 2 9SALANTB• s ALL JOINTS AND FRAME CONNECTIONS SEALED WITH O W1 j 1 C 1 SILICONE OR ACRYLIC SEALANT. fill Yn i t t L 1 t WEEPHOLBS: m u o m WI 1/2` LONG NOTCH AT EACH END OF INTERIOR LEG E W2 7/8° LONG NOTCH AT EACH END OF EXTERIOR LEG 7 .4. a• v 1 ',4 e. At 7 i tHJARE FROM 911*_ FLA.FE 71BY - CAP. � g. •° e' d •$ .t TYPICAL.ASS 9 Q 3 tf } e SEE ELEV.FOR SPACI}ffi CQNIDtE1E �0" ING drowiA9 Do. a umm mm Em oprIoN W06-•34 (LIMIT DESIGN CAPACITY To *61.0 PSF MAX.) R 8 5 20i2 ,:fleet 4 oT r VENT WIDTH, 14®1 PAITP p OTFT. DIRmai TtON mamm YANF'./BUPPIIffit � T/q• 1 OU-38783 1 FRAME HEAD BDD3-T8 - ro © ILL CPS. ggbg 2 OW-37731 _ 1 raw 801(4""a) X89-18 - 1/4°MAX. .. 8 2A BA-3808 1 "Ala SOL(3"1111" 8089-Te - $e SttlM 8 13 - TM IX Af CHM 3 OW-31048 ...2 FRme JIM 60634-TS SEE Em. METAL STRUCTURE 7 t - - o� 4 OW-3077 t MEETING RAIL 8083-T8 watom 8 GW-38839 1 VENT TOP r4m 8083-TB 'w 8 OW-37730 1 VENT BOTTOM M8.(4" 8063-T8 SA yyy..37888 1 VENT B01TOM ILLL(3"SILL) 8083-TB 7 018-31134. 2 VENT.SA6S8 STILE 8089-TB t _....._ . . _.... _ . _._ _. . P 0 GW-31470 2 VENT STOP 83-8 J ati a I TYPICAL 8 19-04 4/VMT MAZES BEAD ANGLE 6003-T8 - BEE aw. 21 tb-123 4/VW OAZ8fl BEAD 6I13-ta - FOR SPACES •._. ..... _ OB TM-170 4/VENT DIAZ=BEAD 6083-T8 - ....... OC TM-181 4/VENT OWING BEAD(NSM.VIM.MM) -0089-T8 - EXTERIOR t0 98 X 1/2" 12/VENT MAZES AV01E SCREWS STEEL IN on _ 3 WOOD am$ _11 4037 (1)S9 PIN SEAL P&ATIIMRBTRfP - N70JMVFRAME SILL ..__.. aL.ORB.(nXED) 12• 2240 (I)MW RN SEAL WEATNEB R W - VENT TOP L • WINDOW WIDTH .�.`._._ 13 372a (2)SIRIP FAV tDZAI_WEA7HEA$iRiP .. - VENT JAMB STLLES .. _..__.. 14 - 2 1 I12°x718`x314"FESTAL PAD - FRAME SILL CORMS I .. TYPICAL ANCHORS 18 _. 2/VEN7' LATCH LOW AT W MOM ENDS CAST VENT TOP � SEE ELEV.FUR SPACM 18A TM-118A 2/VENT SPTEND LOOM EGRESS LOCK 81 189-TB VENT BOTTOM W& TTPIFI4.ANCHORS - .. ..._.._- SEE ELEV,fbR 9PACBii 18 - 4/VENT VQJf WADE NYLON VENT 0R.Cu87ERS 1/4'IJA7I. D 17 - 21WAr CALDWELL SPIRAL SEANCES - AT FRAME JAMBS SHIM 1/4`SH M 18 WYR-D3oa z/YENI BALANCE COYER wm FRAME NEAC/JMitT3 41<< 18 MAX. i8 tt� z/VENT CALDWEIt.S4A4ittE CLIP• - VENT BOTf. -1 < zo - 2 812.314`P.H.sMS srea. 1(1)AT EACH BALANCE 7 a1 - 8. 812 w V PH.SUB STEEL I FRAME CORNERS I 22 .._. - 8 010 x 1"P.H.SMS STHEI. I VENT CORNERS 00 23 4 Be x 3/4"F.H.SMS _STEEL (2)AT EACH EATEN 24 4 Be x 3/e•FA _ STEEL AT FA IBDF PLASTIC C - 28 - I txt 3/16x3/4x1/8"CHAhTa STEM. AT VENT TOP - 28 2 1x1/4 UOL%4'LONG 8AR ALUM. (1)AT EA WO.RAIL EhO /2x1x1/2x1/8"CHA M STEEL AT MEETM RAIL 28 TM-Est 2 FN TRAY FOR JAMBS 8083-T8 29 TM-t63 1 FN TRIM FOR HEAD 8083-Te - y- C 30 TM-180 I "N TRIM MR SRI. 8083^78 - gp N 3 WINDOW 1YIpTH 31 IM-i78 / MTA RAD.RF.O>RORCINO CHANNEL�___ 6083-715 AT MELTING MIL g APPR,O mum-Dow COUNTY CUPM NUWON 32 94-178 �..1 TOP RAL REINFQRCM Comm 8083-T3 AT VENT TOP - eC FRAME WITH FIN OPTION t E SEPARATE MCA ssOt SEE aVV ACES it wane 1m t, ,t5 $ munw situ ........... - 0.7:JAW&x4moo � 3' a � EXTERIOR drawing no. WDmm WIDTH ,IwoTH W06--341 --— A $6L20t2 BSI« oT N--3.042 1.428- .1211 I .4 Soo 1530 .092 .847 .062 � 2.600 IL � Z ,�, .� 3M9 ! a 18 1'� 1.092 l.a� 190D .12b-d l� oe n 31 530 CO FRAME HEAD _ 3.097-- .046 .408 LODO 3 FRAME J0.Y8 ® NAIL FIN(HEAD) btTG. RNSTEEL NGS MTG. ALUMINUM M RCwQS 7 a3eo 3 9m 1.000 t21*3..189 2.190 1.t _(.Al 1.500 .923 1.378 yS6D 4 FIXED MEETING RAIL VENT STOP ® NAIL FIN(JAMB) TOP RAIL�FQRC{41G TOP RA4�FQRCiNG 1.373• 5.189 .183 'wy{ i ® .840 .040 ,500 q 1 1.324 ti.052 1.73D 2160 1.374 562 899 1 .923• �0) f -.0112 3.277 1. r� for _i 214 1'38A S 4 2.800 ._.._ 191 e9a _ GAZING BEADS �n. VENT TOP RAIL `J SASH SIDE M 30 NAIL FIN SILL) ® LATCH IOdC � yyg 997 ^---3.243 1 g� zaoa 3.245 997 .uez- 3.ela 4.312 a a v 4J47 2$30 3 427 1330 3.438 . 3.339 9� .�2 .� .R8 � �3.ra 3838'• d � f ' $ it U ai41--•{ 3,14f 1.378 1.378 iroving 90. ® FRAME SILLS n •26.20) 1W06-34 Q VENT�TT�1 RAGS Q Norm:1Drm Su CAN u um qAPU ahaet B of 7 t � v droving rro. Aft 492m IF: droving rro. Aft 492m 4 • } iVIIAMi lQOUM I PROWCrCON'1'1lOLSit`rrHON . PWMPWrO �VIIT1TNG,EgVIRONKWff,AND RLGULATORY 11805 SW26 Stmt Room 206 MkML Florid$33173.2474 BOARD AND CODE ADOWUR RATION DIVISION T(796)31S-2S90 F(7801315,250 NOTICE OF ACCMANCE(NOA) W Impact Whdown,LLC .973&Cow Avenue,#102 De hey Beadh6 FL 33W SCOl11i This NOA is being Issued under the applicable rules and regulations governing the use of construction materials.Thu documentation,submitted has been reviewed and accepted by Miami-Dade County PERA- Product Coftel.Semen to,be used in h iami Dade County and other wens where allowed by the Authority HW*Jur*icft(AHD). This NOA shall not be valid altar the expiration date stated below,The Miami-Dade County Product Control Section(In Aimmi Dade County)and/or the AHJ(in areas Aar than Miami Dads County)resemve the rigid to havo this praluct or mated tested for quality assurance prposes. If this product or material hits to piform in the accepted mgr,the manufacturer will incur the cKponse of such teeing and the AM may immediately revoke,modtfy,or srapemd the use of such product or marl within thokJurisdiction. PIRA' tic right to revoke this acceptance, if it is determined by.Miami-Dade County Product Control 3Aion that this product or material fails to med dw requirements of the applicable building oodo. This product is approved as described,herein,and has been dogued to comply with tbs Florida Building D ON;Clipped,Extruded Alaminaan Tabs I L1. ROVAL DOCK:Drawing loco.AM-04,titled"Atumiom Tubs MWhons!,shoots 1 tlirough 7 of 7,•dated 10141107,with revision C dated 121()6/11,primed by Al Fame,Corporation,signed and sear by Javed P.B.,bearing the Miami-Dadi3 Covidy Product Control Revisions stag with the Noce of niun6 said omhTdon,date by the.Miami-Dade County Product Control motion. -MS-MSMX IMACT-tArnvG:Luy and Small I.ABUMG:P.pch unit shall bow a pennanent label with the menu s name or logo,city,state, �moodd)d/sseeriees,and following :'�arai-Dade Counts+Pradua Control Approved",unless otherwise ' noted beffle . I _ ' SAL of this NOA shall be considered aft a renewal application has been filled and them has been no m the applicable building code negatively affecting*0 of this product: TummAnoN of this NOA wilt ww after the expiration date or ifthere has beers a revision or change in tho mataumis,ua,and/ormanuf wwm oftiro p vdam.or pwom Misuse of this NOA as an of arty pnoodrk for sum,advertshng or any other purposes shall automatically terminals this NOA.Failure to comply with any section of this NOA shall be coine for torminatim and removal of VOA. ADV ltdM: The.NOA number preceded by the.words Miami-Dade County. Molars, and foil owed.by the expirefion date may*bo display in advertising.1horafum If any portion of the NOA h displayed,they it shall be donew in its oorety. INBPECr ION:A copy of this entieAdOA shall be provided to the user by the nenuflictum or its distributers and shall be available for iaspestion at the job site at the mquo of the Bu>Fildb%Official: Tbds NOA revises rind mom NOA,#10-10KOl and consists of tdus par 1 and evidenoo pages&1 and &2,as.well as aFlroval document mooned above. Tito submitted documentation was ieviewed by Manuel Perms,P.E, NOA No.124221.09' ]Dater Naysmbw 21,2K7 /j Approval Dew- AprB?A,2O12 0 Pale 1 • LLC, .471/_l c, I OF AQQj 1.111\41Li NVIVENCE iJORMO ALL/ A. DRAWINGS 1. Mauufactanves die drawings and"on& 2. Drawing No.W07-04,titles"Almninum Tube MWHOns",sheets 1 trough 7 of 7, dated 10/01/07,with revision C dated 12!06/11,prepared by AI Fad Corporation, signed and pled.by Javad Abtnd,P 1 j • IL EM 1. Test reports on: 1)Lang.Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 ' along with mimed-up dtviwhW and installation diagram of series 100 mnlled single 1=8 wkdo�p d.by Hwime Engineering&TwM&Y..,Twt Report NO. HETI-07.4107,dated 03f25M dgaed and sealed by Rafael E.D=4eda,PR (std mderpm6w IYOA#07-1616.06) 2. Tog reports on: 1)Air Infiltration Test,per FBC,.TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 20-94 3)Water Reddm=Tess,per FBC,TAS 202-94 4)Ford Entry Test„per SFBC 3603.2(b) along with inarked-up dmwiw and instaita w diagram of series 100 mulled single a lung windows,propawd by Hurricane Trrg wewig&Testing,Inc.,Test Report No ARTI-07.410,dated 03f26/07,signet.and Wiled by Refuel E.D=44eda,P.E. (NabaWNd mderpmvkm NOA#97x016.00) 3. Test reports on: 1)Imp Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wdnd Pressure Loading per FBC,TAS 203-94 aloes with mark xl-up drawings and WsWlatioa diagram of series 100 mulled fled winch preparred by Hun icane fthtadM&Tests Inc.,Test Report No. EV I-07.4115,dated 04/09/07:.eigned.and sealed by Rafsel-E.Dmz Seda,P.E. (SubmAWd rmderp wbwNOAM-101.6.06) C. CALCULATIONS L Anchor verification calculations and strut rival.analysis,con*ysng with FBC-2007, prepared by Al-Fwooq.Cmporsdo%dated 08/13M and revised on 00/14/10,dgnod and scaled by Javad Ahmed,P.E. (SnOn Wd widerpres6wN7A#Xt!-X 41) D. QUALITY ASSURANCE L Mismi-Dade Deparin�of Permit,Environnrerrt,and Regulatory Affairs(PERA) M1ffMd)w4P.at. Prat. . NOA?W :09 FIRdrattou Date: Nwewber 2l,2017 Approval Dad,: Aprll 24=2 X-1 NOT CIS OF ACCEPTANCE• EVIDENCE SUB MTI°tED L MATIM AL CERTIFICATIONS 1. None. F. STATEMENTS L Statement left of conformance,complying with FBC-2010,and of no f eneW interest,dated December 05,2011,prepared by Al-Fwooq Corporation,signed and . sealed by Javad Abmad,F.E. G. OTHER 1. Notice of Acceptance No.10-1004 91,issued to SIW Impart Windows,LLC for dleir. Clipped Alwninum Tube Mullion—L.M.I.,moved on 11!11!10 and expiaring on 1112 WWI.12.. � � ' i ALlw�la Nmukuel Pmdud C NOA ft 1 09 1302ttoa Datm Nffa w 21,2017 Approvat Data Aprll 26,2012 E-2 0, M=QN SYSTEM IS RATED FOR LARGE NOSSILE FMPAUr AND CM BE USED WfDi ALL A9iAAE-DADS QOUNiY IMPACT AND APPROVW mnwa" Au USING MULLION-PROPERnM ONLY KO-MWO-MM MW K MMMM PRMXY 10 TWA LOADS 10 IM AMM SKU•m As Imm SPAM is EMBEDWERr 70 WME WMIRM MUL N 8900 OU=100= N 2M MOMIAMMAM TM 7MSC EMN A WD KWM ROM 6 too N=a W&VjW MM W=any. WMMM Nwaft ax=um&Swwwamzmw".= OF 8010 sw Mjwsm I.N.- 04 or P 14 -1-i fai.11. U-"--1 • 1A00 tA00 1.280 .� �p V , S76 T1AOD 188 ,tEB 2800 .0 .128 .148 1.880 DO 400 COW 4 . 3.400 i 128 a mm rP. .378 OPT[061A1. 3 MU(,(QN.CUP (8083-T8) 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 KT M ANOLM `a STD. MULL[ON STD. MULLION CUSTOM MUM CUSTOM MULLION CUP IENOTIN 601ST SE 9ttr TO rn'tmMo 8083-T8 8083 TB 8983-TS 8063-TB Nw t� 2A09-- 2A00 Z t.w9 JAI 2AOD 2A00 O]ma -¢-- I Tfp .128 2.M .126 .280 8.900 6.900 ' c ,TP. TYP. f/1gy 4= 4.900 L I L 0PUMM N MULLION CUP (ma-m 2 X 4 2 2 X 8 2 X 6 (ALT.TOM M) M 11 t 1D61 HEAVtf MULLION STD. MULLION NAVY MULLION -.6063-T8 8083-rs 8083-T6 S83 T8 g M 2gy UK��TO flT s6N8 OP - 0 wm .101 .14b QQ 2A OD , 18AI. p PRODMI11MUM b RA 2.00D / / dreatng tro. ANGLE CLIP lv/ M07-04 8083-T8 Sheet of WHOM D H!& 1 8 9 STD. 8 4 1 1 4 Q08TOH _ 4-1/8 8 8 4 tll'D. 8 8 4 WAVY 8 8 0 6TD. 8 x 8 HEAVY S 1 R O O I P.D X�+. 1 8 8 0191. 1 8 4 STD. 1 1 4 cam h1t/$ cmm 8 x Bx 8 x 4 8 8 8 870. 8 X 8 MEM 1HNM 1190111 DD30. SM 1 8 8 STD. 1 8 4 9TD. 114 009199 4-1/8 CUB= 8 1 4 STD. 8 8 4 HEAVY 8 8 6 81x8. 8 8 8 WAVY 11w M am 14ID411 SP 19-tAr 1 011.0 13W 1300 1300 1300 I IS" tJOA t9-1/0" B63 1300 1300 13DA 130A 130.0 1=0 130 19-1 - 379 89.3 7&9 08.3 98.7 130.0 130,0 28-1/'X 81-1/8' 88-119" 13" 130.0 MD 130.0 1300 1300 1 1300 W0A 480 9" 130A 13U 130A 1300 130.0 1300 - - 400 8&8 Me 712 1119 13" 130.0 130.0 130A MA 1300 110.0 1300 130.0 410 87A 130.0 1300 128.4 130.0 130.0 tLML - _ - 374 5" 313 970 98.1 1311.0 30" 3Y 30" '37• 30° 37• 130.0 1360 1300 130A 1300 1300 13" 13U 33.2 71.3 tits 730.0 104.1 1300 13" /300 - 30.8 400 81A "A 13" 1300 730.0 1300 130A 130A 1390 130.0 13U - 620 98E 127E 91.7 130.0 1300 130.0 - - - 30.9 - 44A 70.1 12&7 4Y 4O" 30-3/8,. 41• 48 �, 42, 48" 130° ,y 1300 1.30.0 130A 1390 130.0 1300 MJLLO 130E - 50 880 111E 60.3 1300 '1300 1300 - 314 - 393 81.3 112.6 84' 90" 130.0 170.0 130A 130A 130A 130.0 130.0 130A 84° 80• - 4&6 78.4 99.1 714 127.2 130A 130.0 84• 80• - - - - 31.9 B68 100.1 `yr7r a 123.8 130.0 1304 t30.0 130.0 1300 130A 1304 440 868 69.2 SU 144E 1300 1390 - - - 33.1 49A 90.1 88" 1 t" 1300 1300 1300 130.0 130.0 130.0 130.0 8O" - 400 820 87.1 S84 1061 118.7 130.0 !A" - - k32.1 - - - 44A IIIA 72" 103.8 130.0 1300 1300 130.0 130.0 130.0 130A 78" - 388 87.3 74.4 0&8 964 INA 130.0 78" - - - - _ 409 78.1 19-7/0" 26-t/2° 30• 1300 1300 1910 130.0 13" 1300 t70.0 130.0 19••1/8' 48-1/1` 3tr 8tE 110,4 130A 1300 1�A 130A 130 1300 19-1/8' 28-i/8' 30" - - 88.3 4fA 761 118.8 170.0 0. g u IAA 9�.0 7�.0 130.0 7300 130.0 170.0 370 79.7 1243 1SOA 116.4 1300 1�A 730.0 - 926 630 834 I 7300 130.0 1300 130A _1910 13M 17,0.0 130.0 130.0 32.8 70.4 1101 130.0 102.9 130.0 1300 130.0 - - 37.8 - K.3 73.7 1 300 118.3 1300 130.0 1304 1300 130.0 1360 57.1 8&3 1184 83.4 130A 1300 - - - 30.8 - 363 090 logs d 48• �/ 48° 37" 4Y 48• 130, T 1010 130. 130A I3LL0 170.0 130A 1300 130A - 863 . 70.7 1042- 73E 1300 130A 1300 - - - - - 33.8 820 98.7 889 1 130A 1300 1304 1300 1300 1304 - 44A 8BS 910 84.1 114$ 130.0 130.0 - - - - - 4&1 840 79.0 127.2 130.0 130.0 13" 130.0 130,0 t30A 321 611 St4 87.1 9h 12&1 1300 4&9 781 84" w 80' 71.1 1140 1390 130.0 130.0 1309 1300 1300 - fA" -___ 301 66.1 733' 51.4 91.7 112E 130.0 80" - - - - - 38s 97.7 08" 72" 68' 72" 88" 72° N 84.7 10A7 l30A 130,0 130.0 130.0 1300 1300 - 320 80.1 88E 4&7 -4 1'01,1 7360 - - - - - - 33E 810 89.3 960 1300 13DA 13DA 1360 1300 4300 - - 48.9 81.1 486 764 930 1300 - - - - - 3&7 880 19-1/8" 28-1/4" 30° 3Y 192.1 68.1 770 03.1 1300 13MO 1300 119.9 13x6 1700 MA 139.0 1304 1.30A 130.0 130.0 1300 1300 1304 1300 M0.0 1300 130.0 130.0 Own MA 1300 730.0 13" 1300 1300 1369 19-1/8' �-1/Y .30° 77 34.8 - - - 740 03.4 473 3&2 1152 0" 73.8 NA 1390 1112 1101 790 1a.1 790 M9 869 1300 130.0 192A 98.0 1390 1390 1300 1.30.0 13D.8 130A 1390 Ina 19-1/ 20-1/4" 30• 37" - - 34.3 - - - - - - 144• - - - 40.8 320 340 - - - 07.1 4t1 58.4 880 863 860 48.0 1300 1180 104.3 840 9 3 �o R 4Y 48" 04 163.0 4&8 .43.2 106.8 020 821 MA 13&0 1288 130.0 1360 130A 1300 130.0 1'2" 130.0 150.0 1304 13" 130.0 130" 1300 1304 130A 44° 48' 84' - - - 33.7 - - 87.7 4&1 410 70.1 01.4 O60 493 43.1 363 87.7 788 MOO 128.1 t07.7 98E 130.0 1300 130.0 4Y 41f 84" - - - - - _ .w _- - _ _ - - 400 30A 31A 74E 01 070 W 4 08' 389 719 1467 13" 198.0 1300 1300 130A 00° - - 38.9 49.1 3:" 01.4 893 1304 g i . w 74" 79-1/8" 30.4 320 74.0 679 61.0 1.30.0 108.7 9&4 170.0 124.3 1160 130.0 O81 30.0 1.30.0 130A 130A 1300 1.3" 130A 1300 1304 1310 1300 UP 72' 111-t/8" - - -- - 819 33.8 30.7 B1A 441 400 31.3 - 70.9 88.8 011 '1304 7&4 71.8 1900 1300 1300 130.0 97fat NOR®DWTAT. � 28-1/4" .30° 83.8_ KA 11&4 1014 1700 1300 1.30.0 130.0 MA 130.0 130.0 I= 130.0 130" 130A 130A 20-1/Y 30" - MA 38.7 8&7 310 _1081 7&t 89.0 SU 4&4 97.7 50.3 !'.A.O 13110 13M 1300 37• 366 BOX 1181E 1300 7'30.7 13U 130A 130.0 3T - 420 809 301 30.0 tog.1 1300 �� V81i11i81 74-1/4' 113,9 130A 108.4 13U 1300 130.0 42' ice, - - VA 4M 368 61.6 �.1 130.0 WALL 40• - SM 89.7 1201 93.1 130.0 1300 1300 48° 324 611 301 83.9 i 84.1 1300 04° or er 680 11"I.0 46 3 880 767 721{ 1024 g8.0 69E 873 744 87.7 130.0 130.0 130.7 13" 1300 17.00 1300 L 130.0 730E ew 80" or - - - - 368 323 - 11 - 47.9 43.7 400 74.7 1 87.3 1 611 123.8 IIUJI GMNG A PRO= GMZM DRODIM O R 72• - 490 OBE 82.1 60 110.0 130.1 7300 7Y - ALL LOADS ARE EXT.(+)JINT.(-). - - - - - 08.1 1 _ otAZ94o 07AM PROD= _- MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION SEMEN WIDTHS ALLOWED) MULLIONS m 111 2 �- <ro u � WIDTH (W) 2 "� dv6.. t�loaucl'ltsv�o d � M M 4 7902 -IOU 07heFlartds 3859 No JF 7 # d7ow7g 110. 1� M07-04 eh991 to I)MM MO CAPAt=-nose 14114DDW DBB& I ANCHORS TYM WM(*) 1MR7.•BPAH A . H 1 0 D 19-i/8° 26-1/Y 30' 37' 42" 48" 54" so. 66 72° ° 130.0 1M.0 130.0 131L0 130.0 130.0 139.0 130.0 130.0 130.0 130.0 130.0 120.5 130.0 130.0 130.0 100.1 130.0 128.7 130.0 92.9 130.0 112A 130.0 82.6 /I.0 100.1 130.0 74.3 12¢1 90.1 130.0 67.8 109.2 81.9 130.0 619 100.1 789 130.0 19-t/8" 26-1/2° M. ('37' `/ 48° 84" BO° 86" 7Y 80-8/8° 1300 130.0 130.0 130.0 127.8 tJO.0 1304 1309 it&8 130.0 130.0 ', 130.0 1300 130.0 110.7 130.0 803 4' 130.0 113.9 973 95.3 130.0 1300 62.8 101.1 78.9 130.0 88.3 91.0 96.3 130.0 81.2 82.7 62.1 124.1 409 75.9 68.9 1133 19-1/8' 20-W 30" 37" 4Y 48" 04° 80' 88' 72° or 130.0. 1730.0 17 .0 IRD 102.5 1300 124.2 130.0 905 130.0 119.7 130.0 73.4 118.6 89A _ 130.0 .84.7 1044 78.4 1300 86.9 91.4 6&e 1300 501 61.3 61.0 121.9 48.3 7&1 34.0 108.7 41.1 88.8 49.9 98.7 37.7 ' 81.0 45.7 91.4 19-1/8" 26-1/2' 30' 37' 42" 48" 54" BO" 88' 72' 74-1/4' 12DA 130.0 17D.0 1300 88.9 13DA• 105.4 130.0 763 124.1 .0&1 1300 62.3 1003 763 13.00 84.9 88.7 683 130.0 48.0 77.8 88,2 116.4 42.7 69.0 61.7 103.4 30.4 821 403 93:1 349 06.4 423 84.0 32.0 51.7 383 773 USSION tAAB C.APACUT-PSF Mmm DBML ANCHORS TYPE VOTH(W) 6081 SPAN A B I C D t9-1/8' 26-1/2' 30' 37" 4Y 48' SM1 or 66° 7Y 78' 1647 130.0 I 1=0 130.0 MA 130.0 10U 13010 73.1 1182 86.6 13DA 1 89.3 953 719 130.0 84.2 84.4 633 1289 40.7 733 ' 88.4 1101 40.8 859 492 983 38.8 89.1 44.3 88'8 33.2 53.7 40.3 80.8 3D3 482 369 733 19-1/8° 28-1/2' 30' 80" 88" 7Y 84' 130.0 128.1 130.0 124.9 932 1300 109.7 82.3 1300 K421.4 88.7 130A 7&4 88.8 117.8 883 51.4 102.9 45.7 91.4 33.9 549 41.1 824 39.8 499 MA 283 4&7 34.3 __7" 983 19-1/8' 26-1/2' 30" 37" 4Y 49° 64' 60' 9B' 72" 9B. 93.2 13&0 1129 1.'m.0 672 108.7 813 30.0 69.4 96.0 720 309 482 773_ 88.4 18.8 42.4 88.6 81.4 102.9 165S 37.1 BOA 49.0 90.0 33.0 533 40.0 80A 28.7 48.0 3&0 72.0 27.0 43.0 32.7 24.8 40.0 3D.0 00.0 %-1/8" 26-1/2' 3C 37' 4Y 45' 54' 80° 68° 7Y 10 B" 82A 1339 1_004 130.0 69.8 - 983 -72.8 _ 1;sA _ 82.8 85.3 84.0 120A 42.6 692 81.9 103A 37.7 61.0 45.7 91.4 MA 83.3 40.0 80.0 28.3 47.4 359 71.1 28.4 42.7 320 84.0 24.0 _ 389 29.1 6&2 3&B 28.7 1 833 ALL LOADS ARE EXT.(+)/INT.(-). AW ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS F=�lll i iT':rl 26-1/2' 3D" 3Y 42' 120' 48" 54' or 66' 72" 28-1/2° 30° 37° 42" 132' 48° 84' w 72° 19-1/8' 29-1/2' 30" 37" 144" 42' , v6' D AWOMMS ME ADA Oft D F h 41� to 3 �° a 3z M, �110R6TONT�698D6' ro9fC1'A VfiIRAB WAM 0�1 Uum SPJd4 ol tie 7 r t drulrtng .1D Pf�D11C't PIwo= 0 Uum SPJd4 ol tie 7 r t drulrtng .1D 114°Olk UL7PYVCONS FA 2 Pat CUP(t ON FACN Wm) u■ in 2 PER( M 1/V OM. 2 PER CUP(1 ON I CU CUP _z_ •. !1' 1 WOOD 1/P W :xt x+ B° N. 1/4°ML ULTRACONS BY'MW' OLTRA M MAY BE m on na WAD sLxw A7E Ed a MIK EDGE GIST. _ WL EMBEDMW Wow 1° t-3/Sn BLOCK 2-1/2° CONORM 2-1/2- 1-t/ a F� Q6 Cti a� O 0 o m � z a�m R AU.CM AND MLW TO Plf SNUG NO MW MUUAM a"OR&%M MDE7M DI SMY W RA8 M TO BE PROIWW WON AUWt-REWMr EOJNIN0.4 SIM AS&TUMINOUS M f W WATER-SHIRE MORAQNUM LACQUER. <m o up AWN" • PR � •• WVMW r4ft N L%ruQ n {il'DWIIIg 110. t/4'Mt WRWW 114' 4 PER RM VORMW 2 114-06 CLIP(1 an um wa4- I-alr P6t ar(I ON UM W" ptp =a= t-ljr wqF 4M AMM MiAn ALL MWS AND AM=To mr=a we Tm mmima Wmw To Umm 70.SE piomm AS RMAMM Fwaff OR 4 -11 Ir-r r7r =.,I MIA 7 11r"MPACM Ul'MW' mmom uw w m OR Ra m" FA-i M on W.M emmw mVJSSRM wm 1. I-alr - =a= Of M07-04 2-i/r 1-1/v t-ljr wqF 4M AMM MiAn ALL MWS AND AM=To mr=a we Tm mmima Wmw To Umm 70.SE piomm AS RMAMM Fwaff OR 4 Of M07-04 • 1/4.MA.ULTRACONS Ed. 4 PER CLIP(2 ON EACH WING) / •� .:V. N;,;*. .•�,; •: ,: .• 14 SJM CHANNEL TUBE MULLION -- ---- ------- -------- ----- j14 F.H.SAL& r a1. � -------------- I v ROANw CLIP 1/e 2/ 1 I 1 LMENOW TO FIT MUllxxt 1 i TUBE MULLION Q I ° ' AS SHOW TO ALLOW INSITALLATION OF*CUP ANGLE La CAUW JOHIT AFIFN ASSOM.Y �14 FH LIP MS PER CLIP Fpt l3CART9 A,8 OR C 3 PER CLIP ATM t31ART 0 Ed t/4•°Z W ACMW ACCESS HCLE t-t/3•oA.tAFt Vl ------ - � fiJ i1 '� THIS SLRW cm BE i INSTALLED�' z�xz x 1 M FlfHER = 1 �t�OW (y ^�'1�A� 1 1/2° 1 i/2° ; '-t 31�ANC i I _ , I _ 1-3/4•x a•x t/B•(Fox zev b/4'x z°x t/8°Fox(1HY IACAMON OF SCAEYJB CONNSOTm ANGLES CUT To FIT SNUG DOM T118E W TUBES WHERE ANGLES ARE NOT HT SNUG um TUBE MULLIONS. ANCHORS TYPE •o' � C KTAILT10 MWCAL L-H1 1/4°DIOL ULIPACONS BY•t16o' UIVuW m MAY WE HEX oil FIAT HFAO R41TE Ed..MIN.ow ow,MBI.EAIB7it L1DOD t• CIDNgtEIE 2-1/2" 1-t t m u AM CLIPS AMID AKOM TO FlT SCUD INTO YM MUIJlOPN3. OLWS OR ANG=COA3CECIEO DIRECTLY To MASO1OiY W SC PM)YOM AW! MMDMRW40W 6 YATH ALKALM-RESWW CDAT8to3,SUCH AS BDIAIINOI{S PAW OR WAM-WWII MMVM&=LACQUER. ' T DI'M A drawbig no. '�.... 407-04 stmat I MIAMh Ml AM-DADS COUNTY s PRODUCT CONTROL SECTION DEPARTKSNT OF>'rimTTING,ENvdRONMENT,AND RwULATOR'Y 11105 SW 26 Ste,Room 208 (p ) Miami,Florida 33175 2474 -BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE(NOA) w"''"'.mtamldaaeeavlpara/ T.M.Windows,LLC. 601 N.W.le Ave. Pompano Bescl ,FL 33069 SCOPE: OA 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 area 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 manufacWw 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�matmwl 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, baluding the High Velocity Hurricane Zone. DESCRIPTION:Serie*-?A9 Aluminum Outswing Doors w/wo Sidelites-LM.I. APPROVAL DOCUNUNT:Drawing No.W11-03 Rev B,titled"Series-249 Alum out-swing Door w/Sidelites (L.M.L)",sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on APR 18, 2012,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the N-WAx of ce number and approval date by the Miami-Dade County Product Control Section. MISSI(L)E IMPACT RATING:Lup and Small NUssile Itmpoet Resistant : Limitation: 1. See sheet 5 far single or double Door Design Pressure(DP)rating Vs gloss type and/or threshold type (Exterior(+)water limit) 2.' See sheet 6 for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.Lower DP rating of Doors or Sidelites shall control when combined together. 3. See skeet 4 for Single Door w/SHW design pressure rating Vs glass type and/or threshold type, to single door application only. . LABPMG:Each unit shall bear a permanent label wit,the manufacturer's name or logo,city,state and series and foilowiing statement"MamNWe County Product Control Approved",noted herein. RNZWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. T=R WATION of this NOA will occur after the expiration dale or if there has been a revision or change in the mateerials,use,and/or manufactum of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automaticaily terminate this NOA.Failure,to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVMMEAENT:The NOA number preceded by the words Miami-lade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,there it shall be done in its entirety. IN1WFd TON:A copy of this entire NOA shall be provided to the user by the manufacbm or its distributors and shall be available for inspection at the job site at the request of the Building Offldial. This NOA revue NOA#11-0218.45 and consists of this page 1 and evidence pages E-1,as well approval document mentioned above. The submitted documentation was reviewed by Iishaq L Chanda,P.E. NOA No 1MO&14 Expiration Date.-April 21,2016 Approval Date: May 03,2012 e1 L M.Windom LLC. NQTICE OF ACCEPTANCE:EVIDENCE SUBIYIIT'.fED A. DRAWINGS 1. Manufacturer's die drawings anti sections(transferred from file#11-021&05) 2. Drawing No.W 11-03 Rev B,titled"Series-249 Alum Out-awing Door w/Sidelites(L.M.L)", sheets 1 tmaugh 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on APR 18,2012,signed and sealed by Javad Ahmad,P.E. Note:This revision consists of FBC 2010 notes only. B. TESTS(transferred from file#11-0218.05) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform 8,,Wc 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 aluminum outswing doors w/wo Sidelites(samples A-1 thru F=1),prepared by Fenestration Ting lab,Inc.,Test Report No. FrL-6168,dated 12/14/2010,witnessed by Jorge A.Causo,P.E.and signed and sealed by reviewing engineer Marlin D.Brinson,P.E. Note:This tit report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab,Inc.,signed and sealed by reviewing engineer Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural.analysis,complying with FBC-20070 prey by Al Farooq Corporation,dated 02/17/11 and last revisal on 04/01/11, signed and sealed by Javad Ahmad,P.E.(submitted under file#11-MI&03) 2. Glazing complies w/ASTMS 1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade.Departnw t of Permitting,Envimmne nt,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-062 1.02 issued to E.I.DuPont DeNemours&Co.,Inc.for their"DuPont Sentry Glass mterlayer 4',expiring on 01114/17. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc.for their"Saflex Clear or colored i*rllayer",expiring on 05/21/16. V. STATFIVIENTS 1. Statement letter of conformance FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation,01/19/12,signed and sealed by Javad Ahmad,P.E. 2. Student letter of conformance FBC 2007 and letter of no financial interest,Prepared by A1-Farooq Corporation,02117/11,signed and sealed by Javad Ahmad;P.E.(submitted under file#11421M 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#11-02.1&85,expiring on April 21,2016. 2. Test proposal# 10-0017,dated.01/06/10 and a-mail test revision dated,Oct 06,2010 approved by BCCO. �� N , L16^ _ Uhaq L Grande,P.E. Product Control Examiner NOA No 124=14 Expiration Dais:April 21,2016 Approval Kato: May 03,2012 E-1 . r�ola LsM a� co ol Vrr� TRANS mm FROM 8"VAX. $" 15"MNN. B"1UGf. 15"UK sURFn APPLIED f�J� 9L ol OpTnmmm to is I / „ / ro a jou! =_ __= \ -� W=m — m abcC O .O. NNE D.4O. I LT (DOOR" $ IDELITE) ° FRAME HEKiE1T ^ 14.875" •� O.LO.VBDTH tx DOORS Sl 0 PANELS) - FRAME WIDTH •- 11.879° �, Qg 7/e° D.LO.WIDTH C Won) Q (FRAME WIDTH : 20�/2 U.� 0.4 arcs Da 311 WW 5/B° LEAF wmm 5/a° ,g1.Rtt�la ?A8 A7.IIMIiP^•u soiearCH DOOR •�/ SfD1`sLP�B 7yPt ��,ELCV__aTIOP: TYmCAt ELEVATION �` APPRoYAL APPLM TO SWME(x)AND DOUBLE (X* LEAF DOORS ( x ) t xx ) WM OR WMiOUT SIDELTIES. amimu iaea»DOAR MAL L—W DOOR � f SIDE LR'ES CAN I#ON ONE OR BOTH SIDES Of DOOR. - — — s SEE SWEET 8 FOR DESIM4 LOAD CAPACRNES. DOOR OPTTON$ THIS PRODUCT HAS BEEN DESIGNED AND TESTED Ta COMPLY WTTH TiS s m REgU{REy1:KNfgOFt fLaRiDA BIALDIWO CODE INCLUDBdO Et�i VEIOCRY ZONE BY 28Y WOOD C�RT ,_ BE x4mo EO PROPERLY q TO TRANSFER LCA1L4 To IKE STRUCTURE OOOAS/SIDEUIES ASS RATED FOR LANE AND SHALL NISSftE OLPACT. E�1/�;•p� � �+ ANL9iO1�SWLLL AS LISTED,SPACED AS BWOWN ON DETAILS,ANgiORS SFgJTTERS ARE NOT REOIEIED. •CA17 EMBEDIdENi•To SAS MA7ERIOJ.SW41.BE BEIfaND WALL DRES81N6 OR STu= ANCWOI8W0 LMDLNO CONDNfl01�NOT SHOWN IN THESE DETAILS ARE NOT PART OFTHLS pPPROVA4 \,, ,, .�.. dtawlAg no. A LOAD DURA'RON LASE R1 USED w DESIGN OF ANC MID WOOD ONLY. W11-03 A4ATEP8ALS BVCL 0 OUT NDT UlIrtED TO STEEL AL „ .. �:. . cuff°E n OF f.FFUORM s Goo A� �TS� � N m r s MUUION eero or n1f AAT°s 'a ANCKOW AT arm U OM AND s(8)AJ 3°O.O MP.Al HBAO/9"1 1/4'WX eWt xx J° 1s°e�K tACH NAY ilE 1l.4E'D 4 to it �40 SEE SNEEtiB � ��r= u ---ii t .1 11 \IOGt oararls �I / i` �s u \sBe BHeBr / n IF .1 ANN O.L OPB. >35 51W lWO. L Oal. f� 361 IfAF m 38 3f8' 3B 1/B' �idM1MInM4 LEM L@AR $ TYPICAL ELF( ( OXX() v. y<m v6 �•rt>�'•' gH � � � f dtaaing na `` Wl 1-03 •,AP.B.( �,, t AIML NW HM f ,Y&Ur MW Eta OF SSi(11LLE[S t iRAYE A7 DON AM SM 1YR AT 41FA0/S9i $ F'NAdE I 48 S/*S° x NFAD 3• i°""-7Yp. 18°NAx. FAt79DlAII / WAY BUSED a _ - OPTIM \ I IN _ � e ACIIYE MACM 29 lie• --- �wASri..taa4a g 0.1-OM 4S S' 3/ D.f. 38 Me AM w �X wumir wain G�IF SS S/B' ffi $ i fAF ypmTN MWAL ' ( OxxO } 8 RM Dll= SM SiDAMS SmElITS OPTYON 't 41is'�llt� W11-03 s►�ee i 4f 7/B° 3Y wm WAMM wm 4 8`VAX f8° al. HEM l0L1. HFAU S 1 lIr 3'dta%. A a Off f t � t 14 L/a• K g Le"-, ; vmar vr�n+ 3a^ NOTE: ai SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. $H 38 8/e• Dp m +65 • -80 PSF EXT.(++) Dp WITH HIGH THRESHOLD. UMFIED TO +58 PSF WITH STD.THRESHOLD* rY890CE t R%B1 y { X ) FOR OEM LM CAPA=SEE SHEET 8 ~$ BIlVGif^. itRia DOOR W179L8IIy6Lt4 � [4O'W TNR@R.T e m S g OW INSSRT OPTION b • s Wit,*� � "��, � � dmwkm no. W19-03 y DOOR 7911H �� ACM VOCE L Aomm (X) (XK) 04M asap(X)Dom HCTHOUT STObY.rm MUMS WF Mo WOOS WMDUT SIDSLITlfB StbttOt�iSAB(�Do01��S.H.D18E�9 RMON LOAD CAPACLTT- DffiGN LOAD SAPACM -M DEMN LOAD GIPACSfY-POP 9W TWO 0 DOOR goo TYPGLASS TrPm9 am Tym $ FRAME 1RI1T11 PRAME HEXIFR ''OD .17'B'OR'Be FRAUE WIOTII FRAME H©TINT'A'>'Al'.'9'OR'BL fRA11E W�D1H FRAHE tI1Wfl' 'A','Ai'.`B'OR'Bl' mom RXT1ES ocrd+) axL{+ eA.— ass main off.{+) +Nr.(—) eza+�s a on(+) 42 168 8DA 10D.0 141A 109 80C 42 108 88.0 s.0 E1L1:(+)IAAOS>0so74N AROWE ARE W IH BCH T IMHOLD tNAUiB TYPE' O.9.R RDTT yt FOR STD.7FIeFSta1.D •XL(+)LOADS 1D 88.0 P8F FOR 510.ft•IR4 O01Y1 umff 0R4+)LOADS TO 85.0 PSF W.(+)LOADS SHMN AMR ARE MR MW THREMU) iHiS{ FOR STD.TFil2EMD LBAT EXF.(+)LOA89 To 58.0 PSF Re Locrrss: O ON B1 THROW SOLT LOCK. KEY OPERATED ON 7-8/S°LoNO ALUM BU17'HINGES.AT 12°FROM EACH END EXTERIOR AND TH MS TURN ON INTERIOR MID 0f AT M16�AN OF LEAF. AT EAOH ACTNE LEAF LOCK STILE. 4L1°FROM BOTTOM R CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON 3-1/4"I=ALUM PNOT HINGES.AT 12°FROM EACH ENO M(ERM AND 7HUM13 TURN ON INTERIOR AND ONE AT MWAN Of LEAF. ` AT EACH ACTIVE LEAF LACK STILE.39-1/2°FROM BOTTOM FASTENED TO FRAME VYRH(� 1/4-20 x 1-1 2°ldS MANUALLY OPERATED CONCEALED FLUSH ALTS FA99EMM TO PANEL YIT11 (2) 5/18-18 X 1-/2°M3 AT TOP&BOTTOM OF EACH LEW LOOK STU NOTE: CAPA=ES ON THIS SHEET ARE (4)AT DOUM00t)DOORS. (2)AT SINGLE(X) ODORS BASED ON ASIA( E1300-04 3 SEC. GUSTS) � OPTION 82 MAL&Me AND FLORIDA BUILDING COMMISSION s a MUL11-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED FRAME CORNERS AND GLAZING HEAD TO PANEL SEALED DECLARATORY STATEMENT DCA08-DEC-219 AT 40-1/2°FRduI BOTTOM OF ACTVE LEAF LOCK STILE WITH WHITE COLORED SEALANT' , vow FASTENED 77TH(z)012-2H X 2-1/4°ON MS SEAMS BETViEEA1 6NAJtON MID tAM�SEALED WTIFt SILILONE. METALLIC STRKE PLATE AT 40°FROM BOTTOM n OF INACTIVE LEAF LOCK STILE FASTENED WITH RA ytA9L ^� (3) !10 X 1/2°PH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP &BOTTOM OFF INACTIVE LEAF LOCK STILE OPERATORS A WIT"(a)1�8-821a 2 FH A�d4. BOTTOM tltcwMg rt0.Wl 1-03 Baas AT TOP&BW=OF ACM AM MM LM APR: R�Q� sheet o sTSSmNW ma amolm :pour 9L �� Dffitcut roan foAMAC"- PSF GLASS CAPAC M ON THIS SHEET ARE PANFI/Op#ECr 98T a FdN49 RRPliB BASED ON ASTM E13O0_D¢ (3_SEC. GU5TS) rowaE HEIGHT o00R wpm 810ELrt6 wmm ,'e'oR'eP AND FLORIDA BUILDW COMMISSION Dcm MCME9 Dan t W. -) DECLARATORY STATEMENT DCAOB—DEC-219 41 7/8 M a1 ED Out) 4e eoA W.r 86 4 so om 48 80.0 89.7 91 417 8 48 _ W.0 Mir ggg Qg 07 411 W 42 80A 79.8 dl 8R 41 7/8(>t) 9TAT9NtARY(0) $S 108 W(� 42 80.0 70.8 3 109 41 417/6 W.o W.o w w w W. ' �9 MR LOd0 EMS(+)LwM 70 980 Pw 8S NOTE: FOR DOORS CAPACITIES SEE SHEET S. % FOR SIDELITE CAPACMES SEE CHART ASM. LOWER VALUES FROM DOOR OR SIOELTTE CHART \ \ WILL APPLY TO ENTIRE SYSTEM. 110 (020) N WA SIDELRE W. OOM W. SMEM w am W. a �Z f Np WIDTH MRMT SET.sow= on oxx I xW) 1/4° 1_i/a° stove l P WIOTN w✓diH . w►IR/111t ,n¢n dm" no. p AU= ACM W41—Q3 PAnEI. �dlFl ''t sheet 1 ' 3/t8°HEAT STTDM GLASS �V 3118"RtMAT SM MO am 114•AST SPACE 311W NEAT STRWO GLASS 114°XR SPACE 3/18'HEAT STRBMD GLASS � rtt .aD MTERLAYER 3118'MAT SWW'D CLASS 3/16 Wff STREWD CRASS .00 WTgFUAYER 'S .at W8 BY'EtL.t1TIK .00C HITERLAYER XG0 ESTER AW R SENTI7MW by'DUPO r 1/6 WAT STRt5�P0 GLASS 3118°NEAT STREHro C L SS sAC a I�vB By•�'�' MARMA8 BY WW 3/18"HEAT SIRETYD GLASS tNIEMAM GE tgoo 3/16 HM STREN'D GLASS 3/18°NEAT SIMID GLASS S Ssamh m By•Cri1P�1' GE OS GE R0SM GE 12M GEGE 01 Of swcom GE Ot taco 1/e°HEAT sTREN•D caA� 200 CE 12M GE Gt q M AtlRdLLUN ALWiBCUlB n at S'AM SPACEit .sms A CDS ST !%2'PROM Q A�1' °FROM F140s AHD 10-t/2°LLD AND to-t/2°ac ow SBTDNG mc MU SETRNG BLOC 1/8 X 3/4°x 4 LONG t18'x 31a•X 4'UM _ 2 PER CITE.AT W MU EROS 2 PER UTE,AT G`FM V= GUM TYPE'A' GLASS TYPE 'AV GLASS TYPE `B' GUM TYPE 'BI` GLASS TYPT `F' � (G&L ttM W 01Ttt SINGLE MR APPUCATIt)Pt OM4 I• , GLAZING OPTIONS IWES _ 0Oy '� 'B'(ASOM 'Al'CRt��(AWWO GS M877pt 4. Ot a 12W GE 12W ft 4 GLAZING DETAIL AT SIDELITE m • 18Y WOW am ro�� ow. fOR SPApXO Em DIST, (SEE om OW 1) am ;a• - ow is ') •.e .•• fig` •M' e /D CAL ANCHOR 18 �SPACM S SIR ACM TWOOD BUCKS AND METAL SMJClURE NOT BY TM VANDOWS 'T g 1t8�R78RE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i3b AND TRANSFER THEN TO THE WILDING STRUCTURE. PL SOLT (y TYPT(!AT. ANCHO)iS: IW t1EY.FOR SPAONG y'S 141C (M177 XR Fy"188 y 8i INTO 28Y WOW BUCKS OR WOOD STRUCTURES i 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY FOR SPACNG pt DIRECTLY INTO COW. OR MASONRY t� O 1-1/4"MIN. EMBED INTO CONC.OR MASONRY .I I,/4" DIA SE LE DR1LLI NO REINS (MM S CRS) INTO MIAMI-DAOE COUNTY APPROVED MULLIONS (MIN. THK. = 1/S-) INTO METAL STRUCTURES z' STEEL : 1/& TED(. MIN. (Fy = 38 KSI MIN. ALUMINUM : 1/8"THI. MIN. (8083-1S MM.� e (STEEL IN CONTACT WTTH ALUMINUM TO 13E PLATED OR PAINTED) OR TYPICAL ED[_:F ANCE to • INTO CONCRETE AND MASONRY= 2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE a 3/4"MW. CONCRETE AT HEAD,SU OR JAMBS POs-3600 PIS MIN. g C-80 HOLLOW/FusD M=AT JAS Pm- 2000 P9 MIN, MIN.FL1lTiF1 BOLT 19 r trill as$%W L POZIPAT10N t8 2 7 7 OB t I 2 � B © I 1 a m t i ALTERNATE ALTERNATE t l nvi,:Ta;sTING I)NI� 3/8//'��X :• i a °•: +C Q• :.a 4 Tt AA1Ct e• a "• a, iYPltN�l.AN4Ti0RS i I •'.' }j '{� g' 1$Sl.ow e v•ems• e o DST. FOUR SP�AINO S 4Mi FOR SPACM LOW THRESHdom aPPR D FDR 9NER 11E�ISTANDE WICn R I=APPWD FOR WM RFSST SM LIMIT MAX.®(f(+))LOADS To 100.0 PSF(SINO.E 1.8RT NAx.DR(+)106A03 TD 88.0 PSF LIMIT MAX.EXTi+)L m TO 80.0 PSI{DOUBLE ODOR 6 s of 318'WX o o AXCWR LACA3WN .fvmDBUM 3 81RU61 LEAF � ACTIVE d fG - 6' TOM ANCHOS i --J ` SPACHO e 8 : at. rosuc IAMB tF�WIDTH f'RAE9E aaDTr1 t S�tIEET a OPTIONS � s/s•xAx. n , o MULTFOW LOON o •. 3 _ 3 �WOOD 1N—ACPiVEs LEAF ACTIVE LEAF t hd SEE MR SPACM, — I — •..-S ' - 2f 21 :•:< fG a a� •. s mcav, HORS '"'•°�°� LEAP W1DTR - aP7LTlf'.7iZIOR nr POR fiQAOiP#f km WIDTH 6p BUTT HINGES g ETL08 C OPUM H NGE 0�lONl N 4 8E 2 OPERATM UN r o� `' m FS ' W11-03 APR SEE aRWMM MU oar. MR WAtXtiO P hlsI� S F�t'�'U IN's`. t.sTI�H DST�n Q ro ALT, FME�•na,.,t ,. JZ O 8 7 1 8 gi0 X 1`PH N Sms Al 4°FROM EW SdX; 010 8xf r mi AND 18°0.4 mm O }8 AND 2e OA.MAX. g sm Em. FOR SPACM s,A*. --Tr4 .'r a s EXTEMoa s $o.. C LEAF WOO I LM Vim � 42�- 0 raft 8 8 OR OR <m ,e Pam SIIDLPfk UNITS 2 Ila ALTERNATE 2 d , PEI ++ {{ was draving no. aEWMM 1� I EM DW. mAN RM .. W11-03 tmi. alax TBRE3I3oI.D) AP id` �1 T Cinr�r tTF Lm]IT (STD. TH OLD) PANEL SID13L UNIT � ...... shwt t PW 4m~ Zro O F s 3 a 'o dmw" �. W11-03 aAe4 t.7e4 4= 080 .683 osz t.780 ,gq0 i.80 oo L. L its its 2X78 1.843 .moo 1.943 .149 O FRAME HEAD PANEL GIAMG BEAD ",-os9 2.578 2128 QQ'' 990 '� 715 .082 0128 CENTER FWIOE 0.310 718 AN 0.872 ® 1.799 4.= Q 9IVEUTE GLAZING BEAD (CML SAM. GLASS) t9� t 2728 r t� - ® Pw KNGE I 3.248 J-J tAOO 4.= 1• yy�� 1.780-••�I---3. Con ow 37M-A DOW 'G.692 r. O 19 . 8 OUTER mm RA& 'all ® .092 ,11 8n DOOR ma/b'TDELITE FRAME HME P34 i 378 Sam 082 gag ® STD. ADAPTER t88 ' MD Ra CORNER CHANNEL a3 � t iso 3 ee, o'd LOW�T OLD ""a i 2 .826 X82 tA3D p • 2 4.1090 A93 HM CAP 4.000 1• R 14819 F R0 MMM SU ADAPTER ,888 DOOR HINGE STILE ® 1M-193 .86'd ® TM-32898 0 20W •L1s7 4A� •128 BOIL MASS PANEL ADAPTER qg 4.668 .083 0 o t 9� 8 ODOR TOP/BOTTOM RAIL o I O ,rm-S289a o I 7.889 .828 _ .187 .494• o {I . 2.044 t.780 o � 4.000 X80 0 t.97a I ° atroo O2 FRAME (STO) 1s TM-121A MU N V ATM-, �4 4 W0 2.,26 2.8" ® ACITVE tAF LOCK SM O BUTT H94GE R .OB? M e418tlo °D OWEATR 30W-1 4.868 '093 3T9D 999 BM / .078 4.000 ingn'1. •• �4 b n 1297 2.ao t.rao t �o , 186 yS .7t8 •090 .126 $ 4f tj so © 1.789 4X00• 2.011 .779 ® s7� • .'.:. dtoa{ro(i ra. CLAM BEAD(LAM.GLASS 6iA WE LEAF LOCH STILE REMFCRCM BAR ALT• DOOR JAMB/SCEM FRAME ALT. FRAME C1�R Y!`A W�j��3 OE TM-187 ® TM-3 49 O TM-1112 M% B0. � 1:0•j eYtBBt 0 I SHEd #lo X 1-t/2°fH 0A .•3m Wx. E1 t�R� F1 -.�Re VENT wmH ' ' 2BY mm ON txaac o• "•; ; rnKw ANCHM FOR WM= a t:•' B $1LT$ItIOR B . i TYPICAI.ANCHM D.1..CEO.(FiXEO) sm P'OR SPACXIO B.H.it 1flDTW MF vim a SHE Bum ODOR FMW WOTH SEE LOW OPTIONS t.. SHEEP S < sus 3/ 8' 1 1 g� ar�. Illy rAETAL 3 Y .. v �� ACTIVE LEAF 714X,711.ANCHORS 8 1 a SFE ELBY FOR SPAOXiO .'. qg TYPM LW$] •`"i} f SEE 6CfiVANCRM Loft" g / EXTERIOR <;• > FOR SPACXi6 gF$ EXTERIOR LEAF WM PA CAR sm � • OGLE (X) OPERATING UNITS W/ R 1DW. i+ aroairlg rro. '• �.' W11-03 a • I I LRBM! Fm Y RurA a>1 oM mama am �~ 1937 .74s 1.1 OW-31708 T WO 8009-U _ ro •n 2.1 TN-117 2 FRAME AM 8083-T8 • .830 1-x30 3.1 - 1 17tAME>s81. �+ T8 _ 887 J s� —� 61 0W-38123 t roan alts row 8083-T8 - 7 at Tat-113 1 STD.VW TOP RAL 80&9-T8 h-t.87s _ as UP-112 1 VOU BOTTOM RAL W3-76 _ Q 7.1 OW-31902 2 vw.m 8083-T8 - a FRAM9 HEAD 17.1 MW RAIL REW. ® MASS STOP AWE at TM•-115 2/V= WM L4A M EMM LM®V"M EM 8083-TS - �Q1 &w.t 2/VW UM UM W W 1TDM 15918 CAST 9.1 - AS K. OL4281O STOP At= AUDOW _ VV yj .750 10.1 - 2 VW Sipe(8-1/4°-4 paw 11.1 - 2 SFML SUAMM ., C LOAUL .�$ 12.1 - 4 VBRP cum PLA88O 1.00D •� 1.749 2.041 13.1 WV--7049 AS MM 0"V Vaw9. 14.1 W43201 AS READ, FIR M WWHDWW_ Tom, .] '140 tat W43371 AS RED. MN VAL iTjii5 STrop COL ff�� 937 1.885 1al, - 1 FRAa1E/VQai ASSDBI.Y SS7tEW5 CAB X10 s 1"PJ1.StA.9 17.1 - FWW RAA.R AVAG M - MI a• FOU MEEM10 RAR. tat OOH STILE REEF. tat - DOOR STU REMFO wm ALLPA ARt - G S.H. 'WINDb�T CbBdPbNENTS 1.7.60 6m g�g 940 3 j---- .750 .062 1.128 1.882 % �4 1.048 1 o sm SATE WL a� MO. VENT TOP RAIL .9� -} VENT TOP CORNER 787 tie 943 FRAME TOP P RNER .88•E .082 .874 ,fig g 1.489 �a 1 FRAME 4WI3 AaaslMlri° •/ SASH LAM N 1-42 2.828 % .. '..,•• b a.2so 9so 2725 O82 Fuu� a Aft I8.92 I &11 03 VENT SOWW R1L FRAW SILL FRAME 60nj() ORNER DESIGN NOTES: FRANK L BENNARDO,P.E. • 346,549 SITE SPECIFIC FLOOR PLAN : 2010 FLORIDA BUILDING CODE ASCE 7-10 Vult=175 MPH/Vasd=135.6 MPH (3 SECOND GUSH EXPOSURE'C', ENCLOSED STRUCTURE, 10/ 2.L 2 SCALE: N.T.S. RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpi=+/-0.18 qh = 0.00256*Kz*Kzt*Kd*V*V OY BISHOP,P. P=qh (4GCp)-(GCp1)) E 6131 VALID FOR(1)JOB(s)ONLY MRH=15,ZONE(S)AS NOTED VALID ONLY MORIGINALENGOMSDI PRESSURES: NOTED BELOW INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS Z � NM GENERAL NOTES: Z® o� MBE 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE-SPECIFIC DESIGN PRESSURES FOR THE REFERENCED W w LL-1�. 60 STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND 1'f U� 2�LL. u,'-u PROVIDED BY OTHERS. NO CERTIFICATION,EITHER EXPRESSED OR IMPLIED,IS OFFERED AS TO THE VALIDITY OR LLI LL z a+ m-a APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURES UNLESS PRODUCT Z� OT O(L)=v� Z Lu AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. W> Q LL W 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS.ALL Q_. Q W 'a C7 ' EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL. YC m o O Z CITY 3. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK Z'\ O 41 � F�W i %zy REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE,THIS W W X N 0 w U!? ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO RE-INSPECT AND O'i LU rn .4 RE-EVALUATE DESIGN.NO WARRANTY,EITHER EXPRESSED OR IMPLIED,IS CONTAINED HEREIN.SINCE IT IS NOT O�, m OCTPRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME,THE CONTRACTOR SHALL VERIFY DURING (n 31 2® d CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE WITH THE W°; O '3 INTENT OF THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF THIS SYSTEM W LL AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED.USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS. 4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS&INSTALLATION SHALL CONFORM TO THAT 1Q f OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. (� 5. PER FBC 2510.8,ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A 0 c5 .� SEALANT COMPLYING WITH AAMA 800 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT g EXPANSION AND CONTRACTION,AND ASTM C1281 OR AAMA 812 FOR THE TYPE OF SEALANT TO BE SELECTED WHICH 0 �S vi��a9e IS OUTSIDE THE SCOPE OF THIS CERTIFICATION. 6. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT c p� , t�o(es ��"� CUSTOM MULLION, SEE SHEET ELECTROLYSIS. S� 2/2 7. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O.AND Z c .� �\a SHALL BE MINIMUM 1.SX THICKER THAN ANY MEMBER EMBEDMENT.ALL EPDXY AND GROUT SHALL MEET OR EXCEED Q N COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON-FREE,NON-SHRINK AND NON-REACTIVE. MIN SPACING TO ADJACENT ANCHORS,UNLESS NOTED OTHERWISE.H 2xDIAMETER END DISTANCE AND 2.SxDIAMETER = z PPQR 9. ALL FASTENERS TO BE#12 X 3/4"OR GREATER 2024-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL,OR Q N W C) vi Lu c �p ` CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, p LU f- o GO t E 1 FPECIFICAT IONS FOR LOCAL CODES. -SECTION 1,THE ALUMINUM ASSOCIATION,INC.,&APPLICABLE W Q 'oi Ln O 1 3 _ 10. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY VARY SLIGHTLY, O p D _ L G QEp GGN �,Q ��V�� TO THE EXTENT THAT THE OPENING AREA IS NOT SMALLER THAN 5%OF THE ENGINEERED DESIGN.CONTRACTOR IS U U Y o in o Pj c L_ �'p Q O TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION. ¢ +-� '�' — 5 ; G� jO � S 11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY m N O Lu Q �E { j•2 CONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL `� c < h S P cciu0 a FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES 0 , Ln E PN BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. Z ao �a S 12. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON I--t DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ANY c DIMENSIONS LISTED BEFORE WORK CONTINUES.ANY FIELD DEVIATION,IN WHOLE OR IN PART,FROM THIS DRAWING Q c AND THE GENERAL NOTES SHALL RELEASE ENGINEERING EXPRESS FROM ANY RESPONSIBILITY,LIABILITY,OR CLAIM Q c FOR DAMAGE RESULTING FROM ANY SUCH DEVIATION.THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION N Q FURNISHED TO ENGINEERING EXPRESS BY THE CONTRACTOR.WORK SHALL BE FIELD VERIFIED PRIOR TO 150 NE 108TH STREET CONSTRUCTION,AND ANY DATA OR MEASUREMENTS LISTED ON THIS PLAN WHICH DO NOT CONFORM TO FIELD 0 CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THIS ENGINEER IMMEDIATELY BEFORE WORK CONTINUES. J A AT GRADE 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. LL. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION 40.0' cy CERTI ¢ � O o a U J 8 40.0 t LL E o DESIGN INFORMATION. G o � o � MARK QTY W x H(in.) ZONE i PRESSUREN c 12 1 18 x 50 5 +40.05/-53.63 13 1 52 X 50 5 +38.51/-50.55 a s COPYRIGHT ENGINEERING EXPRESS 13-FWC-26 SCALE: SEE DETAILS I O 1 DRAWING NOTES: PAGE DESCRIPTION: ALTERATION LEVEL THIS SHEET IS INTENDED FOR USE IN PROJECTS WITH LEVEL OF ALTERATION 1 ONLY.IF LEVEL OF ALTERATION IS DIFFERENT,THIS GINEER SHALL B CONTACTED FOR ADDMONAL CERTIFICAT ION. n DOOR DESIGNATIONS:ANY DOOR PRODUCT SHALL EXIT ONLY TO EXISTING BALCONIES WITH EXISTING 42'HIGH APPROVED GUARDS WHICH SHALL NOT OF� MOU_,d; • SAJ.HEIGHTS:WINDOWS MUST HAVE MINIMUM SILL HEIGHT OF 24 INCHES.OPERABLE WINDOWS WITH SILL HEIGHTS LOWER THAN 42 INCHES THAT DO FOT I U A BALCONY AREA WITH AN APPROVED GUARDRAIL SHALL BE EQUIPPED WITH A PERMANENT BLOCKER WHICH PROHIBITS THE WINDOW FROM ,.', OPENING TO WHICH AV SPHERE CAN PASS THROUGH AT ANY POINT BELOW W(EXCEPT FOR RESCUE WINDOWS WHICH IN THE EVENT OF AN EMERGENCY r ' FLOOR PLAN AND UNIT LAYOUT THE BLS MUST BE REMOVABLE,PER H 1 1029.4).WINDOWS WITH THIS CONFIGURATION SHALL ALSO HAVE SEPARATE CERTIFICATION CONFORMING IIuI' TO FBC.1618.4.6 FOR SAFEGUARDS WHICH IS NOT CLUDED IN THIS DOCUMENT. • WHEN APPLICABLE,WIND PRESSURE INFORMATION FOR LISTED SHUTTER PRODUCTS HAVE BEEN CALCULATED USING WIDTH=HEIGHT/3(EFFECTIVE AREA=H'H/3) I o I RANK LBENNARDO,P.E. 10/12 1/;201 HOP, .E. VAUD FOR(1)J08(s)ONLY VALID ONLY WITH ORIGNAL ENGNEER SEAL tD N M Z® ° - QrEa W� ww J OO W 2::) u- jmZU LL v m H z�}. ow= z°- 18" R�L. w> ULL row FIXED WINDOW a 0 ca 5 0 Lu 52"HORIZONTAL 1 N p ° F- w ROLLING WINDOW W W �'-' Lu z LL m / 3"X3-XYsn O w 0 6063-T6 tD w •• x LUMINUM p FE r TUBE _ 3"X3'XY8'6063-T6 6063-T6 ALUM. CLIP >EXISTING HOST ALUMINUM TUBE 25's"X4"X4"X3'8" STRUCTURE, / Ln 0 -� D VERIFIED BY EXISTING HOST Q OTHERS RUCTURE, ` 1 VERIFIED BY Z o 9 2 OTHERS LU LL q #12X%4"SMS (4) 1/2" MIN. z 3X3 MULLION FLATTENED VIEW °- ° W ~ tn CQ (n W p U) w D 2 SCALE: NTS EXTERIOR ELEVATION OV ° U ^ Y o = : O - — 1/2" MIN. m`u� N O z a E (4) 1/4"CARBON STEEL ITW �Q` Q Ln m JTAPCONS (3"SPACING MIN)WITH Zoo a 1-3/4"EMBEDMENT INTO 3"X3"X1/8" i--i ° L� CONCRETE(3192 PSI MIN)AND 6063-T6 1/2"MIN. '3� 23'2"EDGE DISTANCE ALUMINUM Q m 1/2"MIN TUBE 52"HORIZONTAL 6063-T6 ALUM. ROLLING WINDOW \-Cl A IP 2314"X4"X4"X1/g" 18" r LL- FIXED WINDOW EXIISTING HOST w 15 1 3X3 CORNER MULLION ATTACHMENT DETAIL TOP AND BOTTOM EXISTING HOST VERI D BY ° ° , off o TRUCTURE, OTHERS m E c 2 SCALE: NTS SECTION VIEW VERIFIED BY ° OTHERS F 3 3X3 CORNER MULLION ° 2 SCALE: NTS PLAN VIEW d o LL — COPYRIGHTENGNEERING EXPRESS 13-FWC-26 SCALE: SEE DETAILS I U i PAGE DESCRIPTION: n a OF2 r 0 i