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WS-06-14 (2) Inspection Worksheet f. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �r/ �~ 41 Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 01/30/2007 Permit Type: Windows/Shutters Inspector: Grande,Claudio Inspection Type: Shutter Final Owner: PACHECO, CHRISTINE Work Classification: Shutters Job Address: 10418 2 Avenue NE Miami Shores Village, FL Phone Number (305)491-6584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor: ORONI INC Phone: (305)686-0412 Building Department Comments WINDOWS AND SHUTTERS FOR NEW ADDITION JAN 31 2007 Inspector Comments Passed Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday,January 29, 2007 Page 1 of 1 RS Inspection Worksheet -° Miami Shores Village ������ 10050 N.E. 2nd Avenue Miami Shores, FL IB� -� M- 1 '13 FxORivA Phone: (305)795-2204 Fax: (305)756-8972 nspection Number INSP-38724 Permit Number. WS-1-0-14 Inspection Date:02/05/2007 Permit Type: Windows/Shutters Inspector: 1ZC019-;rq0_7,Z_ Inspection Type: Shutter Final Owner: PACHECO,CHRISTINE Work Classification: Shutters Job Address: 10418 2 Avenue NE Miami Shores Village, FL Phone Number (30591-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments WINDOWS AND SHUTTERS FOR NEW ADDITION Inspector Comments Passed a TED AS REINSPECTION FOR INSP-38588. CREATED AS REINSPECTION FOR INSP-4918. No approved permit on the job for inspection. 1/30/07 CG. 1/31/07 Shutters installed are not the same as the approved NOA, provide Failed a current NOA for Florida Storm shutters. All panels shall be installed for final inspection. CG. Correction �/ .�r� ice O Needed .gzvo Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Thursday, February 1,2007 Page 1 of 1 305 680 9550 Feb 02 2007 3: 24PM ORONI INC 305-688-9550 P. 1 Vp N1 j�„ ORON1 INC Phone: 305-685-0412 Q C` 14040 NW 6 CT Fax: 305-688-9550 N Miami, FL 33168 E-mail: oron 14 50aol.com t Inspect ion Request Form To: Building Department From: ORONI INC 4h AlkhAL Master permit No : BP20O51473 Sub permit No : 'U5 1-06--176 _ 14 Location : 10418 NE 2 AVE Inspection request : FINAL SHUTTERS Request by : KARMA MORETA Date of request : 02/02/07 Inspection date : 02/05/07 Notes : ov *4 NK YOIJ 305 688 9550 Feb 14 2007 4: 09PM ORONI INC 305-688-9550 p. 1 CLOWl / ORONI INC Phone: 305-685-0412 Q �"► 14040 NW 6 CT Fax: 345-688-9550 . + N Miami, FL 33168 E-mail: oroni4SPaol.com Inspection Request Form To: Building Department From: ORONI INC Master permit No : vit—D Sub permit No : WS-1-06-14 FEB 1'5 jj2007 19-8 Location : 10418 NE 2 AVE Inspection request : FINAL SHUTTERS Request by: ORONI Date of request: 02/14/07 Inspection date : 02/15/07 Notes : sjHANK YOjj Miami Shores Village Building Department JAN 31 W1 p 10050 N.E.2nd Avenue,-Miami Shores,Florida 33138 B Y.- Tel: :Tei:(305)795.2204 Fax:(305)756.8972 , BUILDING Permit No. 0(0"- t�1 • PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type(circle): (Build;) Electrical _ l Plumbing Mechanical' Roofing Owner's Name(Fee Simple Titleholder) MQ(1 fhtk(6 Phone# 'SOS-7cScl•S rn �� Owneess Address 104M (fit', ) A K- City VICA1 State zip lb i 6 Tenant/Lessee Name Phone# Job Address(where the work is being done) 1 Oy 1l, Ot 2M4, City Miami Shores Vill a County Miami-Dade Zip FOLIO/PARCEL# Is Building Historically Designated YES NO Contractor's Company Name la,, Phone# �S" ERS-04 1 L Contractor's Address 19040- CO J City. ) 1 C AA'1 State I-Q zip 3316 X Qualifier Name ()(tWO Phone#� State Certificate or Registration No.�, i 6 Certificate of Competency No. 1 S°134 Architect/Engineer's Name(if applicable) Phone# Value of Work For this Permit$ Square/Linear Footage Of Work: Type of Work: ❑Addition []Alteration ❑New ❑ Repair/Replace 0 Demolition Describe Work: C6W V 4 J S Submittal Fee$ Permit Fee$ ���✓ - CCF$ CO/CC Notary$ Training/Education Fee$ Technology Fee$ Scanning$ Radon$ DPBR$ zoning$ Bond$ Code Enforcement$ Double Fee$ Structural Review.$ Total Fee Now Due$ See Reverse side-� Bonding"Company's Name(if applicable) Bonding Company's Address City State Mortgage Lender's Name(if applicable) R :: 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 ;star ds of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL..*bRK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOHFRS,HEATERS,TANKS and AIR CONDITIONERS,BTC::: OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all workmill 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 ]MPROVEMMM 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 certiijW copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged.before me this day of ,-20' ,by • ' day of 20 07 ,by who is personally known to me or who has produced who isersonally kao me-or ho has produced NoyAs identification and who did take an oath. as identifi � � ' i?" vera NOTARY PUBLIC: NOTARY PUBLIC: Commission#DD447607 Bonded Bo di 04, 2008Ina Sign: SignImmission Print: Prin My Commission Expires: My Expires: APPLICATION APPROVED BY: E 6 Plans Examiner Engineer Zoning Qtevised 02/08/06) CITY .. •. • • . .• •• • . . .•. . . . . •.. . . ••• . • ••• MIAIM ADE • •• • •• • • • _ : : : • •. :M➢'AI�I-DAjlE COUNTY,FLORIDA • • • • • WTRC p'AIE FLAOLER BUILDING BUILDING CODE COMPL 1 ) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DM MIAMI,FLORIDA 33130-1563 �� �" i •'• :JJ09?975;901 FAX(305)375-2908 NOTICE OF ACCEPTAN OA) "' ' ' ' • •� • . . . . . .. • Florida Storm Panels,Inc. •• • gee so 14475 N.W.266 Avenue Opa Locka,Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.060"Aluminum Storm Panels Shatter APPROVAL DOCUMENT:Drawing No.99-230,titled"0.060"Aluminum Storm Panel",sheets 1 through 4 of 4,prepared,by Knezevich&Associates,Inc.,dated July 19, 1999,last revision#4 dated May 23,2002,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING:Each panel shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#02-0531.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E. NOA No 02-0826.06 o , Expiration Date: 08/26/2007 Approval Date: 09/19/2002 Page 1 W 60r I I Lfr LP�TC�".gNM6 71� pL pp[UM' rER ANAL I �I I - i000- L " SHTPPq�t T7gS 0Jy1S A TKH i% T�ARGH ABY , z CITYT4ILORtOA SO1L Com& OCRY [ 1 .lrf 'I�' et� A��pAYLL THAT TIIE ANC110RS uA,��rL�STLO ARE NOT OVHRSTpFESLD 01 T/IESL � •�-COV[0.6t � CgC� TNF lASTHfggyg(SA 5SX ALLOWABLE STRESS MAS t%HO W x.fo- tel' 1.Mf iOq• Z� d 1. sFoxa L� �H D u� wNLN O STORM PANEL W 1 O•h•HEADER •h•HEADER O 'U•HEADER do If rH o A DIRE TONALITY fACTOR OF KO vL SfIALL1O/8E S MITH A 7-fIS. SCALE,j-.r.0: rNL pppy L p�tgNry DFNF SCwU,r.r-r SCALE,f`.T-o- SCK[,r.T_r 10 4. FOR�SITE SPECK AOpLKwT10t1 7lBS RK AND pp NOT 0$LUOE PD�ORMATObJ u [f SNtITTFR SYSTHK - CL­p O.SA l AR?XjLC% WARNTSCOMPLYMIT"CHAPTER 61015-t)OF THE FLORIDA 6oslTs Ir Last LOABIu°OL GRAIN so NY APfP�ROVKf�DOO�CTIRRNT yF SpW�T �Np19 ADPLKD BY C F A��FFOgR tt� f• °1G0t u Q+ �Te Uk INNS �ncn PORMOOPTWML RR MpTERULI FRpf T11E STMK '�S"85ETNATES f-n.x. U —� g� aRlcnoH UO a oerwieo ANGLE © ANGLE O •P TRACK II x: $ T. ANY �pNg <i ub ^ THE µ 0A ADdT1ONS TO THESE APPROVAL DOCUMENTS WILL VOWO a[aLE�Y.ra` SIAL[,Y.r_r acAL[.HwIP a2[ L SOFFIT CHANNEL w� � O f S. MtHEN THE iF cDOOOOC[tOTRMTTSBSpEy1A_TE FRO"Tt1Ese ApPApvK DpclkMIT TNF _ g °��IM O Scw4[,nwL!sIZ[ tNa 95 S 0"•'uwa'P1AY EIEKr�iH T"L fOLLOWw°OP4j .o9r Tw. ORAD!s0 4,t a .MF88TyHAT SITE S PIKPAREp� OATlD A►W g aLL°vsTua a'f.a Sruo (�/6-6�/� F -a O R F Y AbD AYl[ST1fY °R P.'l SM TAR, n w Z O s.va'O.C. \{r„//-y tee �'t Z r%ODTRIOT S _ - T TNF W"tsa�ri� 6 'P R�VVALM A A COf101T1pN TO TIER OU6. OfpRUU. I .p5[ 1 1pf_ THATa`OR f- L[6 �Lm.-, J B) R[[pUOtE FROM A W0% AM SPEC�f�C gpPIN)VAL Be APPLIED f�1 ANO S[CUREO FROM TM!H1 T R_p COWITY PRODUCT CONTAK pWlSipt9 8 STUDDED ANGLE I °0r"A' -i .� w1RN T srte camlTT�N ppHHyyyyLa p(p�p 9 WMGNUT STANDARD CHANNEL CLOSURE zZ ^ FOWR M AS ONLY OPTlON'B-SMALL RE W1 T�HRDI VFLOCrtr,WAAILq 5 acK[.,r�. suu,r.r.o- o �0 Q SS A[FFPTLO RY TiR RU0.0MD DPP o o flwL[,nqy f�i[ 9 Rr 0 SIIA L0 21�IC54"M ALLONIALM ALLOY.0.060'TWJC.WITH A"OL ECAU."ALF$121 SCAL[,Y.r.0' V Q a wire Wmmu Aman 1eroiH uLSNT� C m MR Or °16H SARNONiLPLR PAIS AN EWA W1A�NT�'�LLA�BILEO IK�m.i0 FAHR fFAW •,�U)�1�O 3 AS FOLLOW& V[qP.TO P"ft,SPAM C . E uCT a oo�T uCT10N TOP nouN1 Q 94-�yyy�AwROIrEo f/r. 3wlc r ri ALL BW.TS AND M DF WXIIINT 0 ¢7 tiJ MO01OD1 TLNSRF S�H Ny°KVAWFEp OR STAINLESS 5T[[L WITH A dd PLAN VIEW /L ALL EXTRUSIONS SHALL BE 6068-T6 ALLOONUH ALLOY.U.O.N 9M' /1 TOP i BOTTOM OFTAtLf SHOWN MAY OITFq C NWE1tCEP TA PA MAT BF NOWAiTHO ONTALLY M AAPP °Ag6°L, i33 : ••• BOB:* p fGOORA rrr��. �i • q HEADER MDUNTE�C IpNS, tNU.V.iTI[L WA=SO DR Kut' r.r rY0[,nwr sT • h 14.PAn SUNT f ST TIN[SMALL BF iAtT[N[D TO OVERLAPS AT 16DSPAN TOA /.•Mw..eef` J qI , L[L z IOI[O IP/ORI RlOUID r a� Mwr BE • •• WASNFRED OA TFSF TIDE USO V4-0% 1/Y TSM sm"kTom PROs qwuusto °T°'o°s+ T �+ arts L�rPI�AI nev° IDN��Ws1® KEYHOLE WASHER °O oRIOWI{p,au o°g s [O°`"fs ya V4. r rAs AT Ov[RLAp3ID-V wr AN W// T za j uPARATm%PROnWAu eW7 aLwss • • NI I TYPICA`�FV TpNg ST WOtN17 WA TS OR SCK[,"ALP fIL[ �� SL1RmAC fN[[T 1 M• S%f ;Alm N eSN® :0099: I OV FA i TUU ARE NOT 101t PANLI SPANS LESS THAN 5f' w PLAN v[V 4 NOTI Wa SM/i 1 N PLNI YKN a%Ot[p 7MICi 1 M AT LLAST O M TE PFR SMALL BE PLACED IN wv r.ftlWlRf 11 S 0000 • • �O(�AiTI��N1°Nn�i TI PSATOlry1Wa'eLrorSORIFR tOr ° pywµpC„6 •�•> oywNvfte�[Rf • R r' Y NES ` �mT[Or • •L• ••.••• PR C 1011 S ALL R� TS Atb/OR SLV rT ARE y gA, ••••• K MAR10/6 LwOCL SHALL 0[FAST[NEO WRM } •••••• AOMLSMK WIIR NANKALLY. �.` 6ot*0 Mt0 '^•�.�c,4. BOTTOM HOIINT O*A&- ••••:• a ^••K••W @@ OR DwCT TYPICAL ELEVATION MMTEM 1)' '"t 18 TYFTICAL ELEVATION (SYSTEAe�i••••• •• tl[6 -*!7 p( O STEEL TUBE v OVCIKAP TSS" L e on -oR"tr mI TUBE RFOWR(O O LRLAP FASTENERS OR OEINPORCmNi REOWR[y ••*Be: �DC11IB1R WSt 4 TOP MOWTS SMALL 8[T`OR'U'N[AOLRf OR CT TOP i BOTTOM MOUNTS SHALL N tM S [O m 07 SCALE,r.r_r MOUNTS WITH ANCHORS FO 6-V4-O.C.an 12-w-D.C. ATIOI,LS WITH STUDS 6-V4-D.C.ORp�[C7 S BOTTOM MOUNTS SHALL BF-F-TRACK 01t STUOD[p fDT • AMMIS WIT"SILOS(b 6.V4-O.C.OR DIRECT MOUNTS WITH ANCHORS!6-V4'D.C. • i •••••• p • WApQA[p WV2.9mrS TM WITH ANCHORS a 6_V4-O.C.OR 1F_VY 0 •000•• • • • aT[-VY OC.lTYP) av[RL"PABT[gpS iS BBtIIIm�lPI0111}i tlIOR[ APPLICABLE TTP.ISLE NOT[•u ® Va' u r.1.m w STUL ® TKR a T. su Non u•TYPICAL 4.Ow0[DAMS (.{///J . N t-f/a-ovGRwv ISTL �Le>uTwu. Aa[P[mLb -• 3f.o$' [%nTem TgNi 1TY0 Tic�OSORI PCuSU NOT[x a TYPAL aowOf 1• •- CONGTf.IIeO.aOW P.[r S- % Cm'�i[Mr[,HOLLOW ING ILIVATgIII iTrv7 f(>!1HOwg[Ow4v.ST[LL I OT/Tf/T999 W4 a O.O.0 DLOCN OR MOOD `A'NOL[pAiYU PNC[ SEE_:AMCMmO O. >.rw Or fr OLOOt M WOOD POR llf[ION .S K PAAM°m oR LTl6wL TOL m°e vu.unto"'" PR�'�16 PLAN VIEW t%aTaa p v r .W..4.e r oi,rOR oumll town 1[U AMMOq SOOOIi[fOA KALE,eWY.T.0- ��W�� b.�.rl.O • .Nr KLv*AOLI ANCImwI 99-230 os 1o:[e [MOW 1st 4 +M+TmG Comm7t ��StixGO, a rAsiPASTak*k SU ANpgR ' Waoa/RAtaIK{ tNER. [t ANCIMR rwfTtxtR,an axclMR t T em"m tptll[c}px j•[ • c�TIOM�TY/t0[tt. HOLLOW atOLl[Oa tla-=0 MACIYM[OaLT ®O•® L W000 rRArMla - TTPM.TWW'&WTTTTGM ---- yr v4`mx. aMr, a•® MAX v4-HwIL wr OCAn•r HIAOR aw US/LOW WITH itt nut a[t teN� taarwo CONCAtT[ C^uo*L OOTTON + s S[PMAT S[PARATMN HOLLOW GLOCK OR _ yr N tl s fROM GLASS raOM GLASS W000/RAMOa Wy V ITAmCGL`aS © ► TAUS S 2 ~O w aaa777 O -co ► $ mesas 'y�3++11 �++ . O z 0 0 R_ e OR 00oR Y can D g N= $ V Ot 000a A. GLASS SU K0.SSPARATIOxrSO1 p w ° OR DOOR Q '( ° _ GLASSa rASTIM[R.we ALK =r g wGL[ ` �• Y SCNfOYLC.autRtxn T •} CONNUTMN•7wm, O �•• `4 00.OmiO.t. w tS[TAHCHOR % S! as N e amat�ict i U• 777 CDKV=Tjm MS'. V�► yp� • ©CONT V= IDCIHK OGLT �iL-, [HOLLOW BLOCK ORn zoo a wRaTaVT tt s-Va-oc. * wooB raAHxM w4-29 HAOWt BOLT txasTPAt cOmcAKT[ , Q a wommur of A-V4-O.C. - E1aSTRRi COKR[T[ rgSTEN[R,Stt ANCHOR NaL041.R SCKVNaOR _ •wr A •• A L/t mwg ..L%pt w6O) x OPTIMAL Lta �i colpgco.•TINEA• R ANmt TOWALLjIOTAo. OKCTMM Fi PMELTOAMR OeTNt A n PASTENw.f[[AarwR TE �TH��7AaL '=x) ty$ tom" •W E IS UK=TO=72 P8R i Qd>Q 8 ® WALL MOUNT SECTION tCEILINGANSIDE MOUNT SECTION a O� acwt[:r.r_o- BUILDOUT MOUNT SECTION °umoH wAss uHt�"wxE © uwLt:r.r-o- © ITAGLt sCALe:j-.Y-o- L w: MM/MSICp �� OH(MT ITTP.s M D'L++OeR aG HAx OUTr0�01 txQ®VsbaROp.(xa�AOq to JO . • O ,v txosTwa NtHaR stHEouu�raaKt aaexcTloN•TiPt,. as a oc wHu r o—[oK.Oa NatOW USS V4-Tt STAtat11 STt4 TOM1"SAO MIST,o -%:%%'�:" RtocaneNBAa[sara RArnaH[Aoa wRaow PORTxw ax[vmt[Wv"m urwaNtt W atmax. 0000• •00000 w - OR r r 4-•.tti- • Y1 At.TIMI toPiltatlut w © •••••• sn® m•to i••••1 Q+ GLASS DOOR 0000 • • / Sm MIL SEPAAATM • • • 0000 . 0000• R $ BASS = # R non O r • • J. QCONT. p 0000•• 0000• • • 0000•• 8 ITAsu , ° ; 0000•• •• em sxs.P To'at. v4.ao MACIMK OOLT Ti � a • • • q •••••• +wwlOarst-vro.c 1y � • • e • • 114- LAI, LAO ftMws P Ia' •r4_vrss � • • •0•••• r.r•.as-aR LAasc•tw0x-ot.Hwtx. • • • • • a-•a-•.ttr At. WI T-0/Y PEKTRATtIN •• • *tRttoRr.A- wcp.rWoraTws P.T.womr S Tn-e - LtjfSjj oc. wI t•Wr tt •NTundeff�� wMHSTwAHGLE t V4-e pcO HAU M7H WASMSp{p IRtRRAitL- 06 �I tt hLt-0.4 08 Tt./R('O1Op.C.NAx.,M FAMM OONM " , .*IRA�rA°HAY sc aaw WURi/[REKttOMC�it1W10NA 'TT/tSL[ANaeR stN[Olxt :009 NOo2-o •oS AT TW W OOTTOM W PAM[LA L RM. 07IT9/7999 WM=0FUQ8V TAlLlSUM f®To,S npW. orM aav _svalawfiFelaw WALL MOUNT SECTION s7 w O WALL MOUNT SECTION(BOTTOM) QE twre:use oPTtss saran is t.wsTmto s72 PSP. scAL[.F.r-o- (DIRECT MOUNT) O SOFFIT MOUNT DETAIL obstea 99-230OS 02 n: SCAtt.s-.r-9- SCALL.S-,r-O- sh*et a R/4 OIRTRIa 1100D.Con[. MTT "OLLO a CMxua! 1eLLOW OLOGt)TNIKIIIM Nottw eaocx OODFRA"woA-ta"ACIN•$"T Comm,lt0.REF a." 'FAB*eSR.w—a atNxwlr•'.W.•oC. T MIN. STORM PANEL SEPARATION � PASTRUMwFaaaNn tOwltcTen•Tws1• comweLt•aertlltltt _ A v..aonaCn cSOLT B FROM GLASS SCHEDULE ®c•n' IT".T borrow yr J E MINIMUM SEPARATION MINIMUM SEPARATION vi• taIAL v�-NAx. " FOR INSTALLATIONS FOR INSTALLATIONS S 2 30'OR SS ROVE GRABOVE GRAD30*0 U OSITIVE ONCMES) (INCHES) '- •� ALT.LM © ® DESIGN ACTUAL SHUTTER _ w ounaTwn d a• LOAD(W) SPAN W SYSTEMS 1&2 SYSTEMS 1 b 2 I-,: i s t*YPI z $su ema © (PSP) IN) MIDSPAN' MIDSPAN - v 000A $ suL[ 11eI'•oiaRM'[ TUBE BOLTS ALL CONDITIONS Qa F"X$91APATOM 3'-0" 2-t/4 3 t-7/4 vs q O 'P'TRACK CONNECTION TO 2-7/4 3 �I 40.0 -0" 2-1/4 3 1-3/8Tin EXISTING STRUCTURE DETAIL 6-o" z-v4 3 1-1/2 <r-0~Beate�r,r_0- 2-1/4 3 7-5/8 8'-5" 2-1/43 2-1/8 SWR NA 0GIDLY-I9rutnxaeoi7 '1 1 aveapuT•ava-ox. 3'-0" 2-1/4 3 1-1/4wowir•A-vA-at T''0" 2-1/4 31-1/450.05'-0- 2-1/4 3 1-3/86-0" 2-7/4 3IMST001 CONCR[T[STEMA•)1t A"Con KOLqW BLOCK OR7'_0' 2-i/4 3[xISTKHCOULt.RIP( 1 wood• e _ 2-3/8 3 2-3/8 J '- nuowat=oR CowaCTRw•Twat• �y( pp�� Tv WOOD FRANKS wsir STUCCO i 3'-0" 2-1/4 3 1-7/4 jW g O BUILD-OUT RU Y rj 77j G MOUNT SECTION I: wwtLATH KAY .` S'_o" 2-1/4 3 1-1/4 1 a 0(j� s[tIN.. at One ASTYFxAt 3i 60.0 2-1/4 3 1- / �`<' SCALE:r.r_O- Ims SCMpA9 matt OCK 6'-0- 2-1/4 3 1-S/8 Z Atwa oa oAtY seta ', 0) 6 a a►AaRS*% 9 7--0" 2-t/4 3 1-7/8 PAST4Ra,ft[ANDION a) Q J 34' R�KI v.•m nAONO e'-4" 2-5/8 3 2-S/e OW �j .9 ®' oar O.C."' O "P'TRACK CONNECTION TO 3'-0" 2-1/4 3 1-5/8 I; axaTWOCONCR[Ta NEW STRUCTURE DETAIL 47-0" 2-v4 3 1-1/4 • 0 �aSg 0 2-1/4 3 1-3/8• • 0000• c wiatiaAr ro OR SCALE:)-.r.o- 70.0 5-0� • vA+H 2-1/4 3 7-S/8 • • 1 ALUNW.lwlroLi.'.vr 7'-9_ 2-1/2 3 z • 0000• Inj O va-2067"0 2-t/2 111 • 4 WI wT 0000•• IL app r ran uTn Fur vA-a Paw ns CALx-a1 •••• • ry ee nate As TY/RAL "` w�clolmic.O r OAC.w • • • LIG ,L°o =-9/MMM/�r Itol� P)V0 • • •.••• w CHEM Of COKRitt IS oft A[Flo" 1 aR NIL •Far- : Z 0000 A x IRIBLEAseetaLYeseBllpN wv r.raNr1OxOmr. • M SCALE,N.7.5. •_yt. Soft LO T Olt • r7t SOT OR 0 0000•• to. s_vA- to A•i+wM 6ALv.STM • • T LOCAT�"A'e'a e11 ••• I!" 0000•• t3 • • • ' vr"Nma Foa ter v •• anr v Y vA- r-ulm Na FABTtMePANd. • ALt.a111N AIIdt I I 1208m y A��L Rauv.sTtn ToOltt we Mims © Bdft p to ® As atom O TO tw[T!I• WTS s.s. T v.30SOLT.PLAca -- aarsswowTs A00T w -e oT _ PA.SL OYe1 tACn - FAa a� AOAAMT PAN" va-tO STte w v srai lWx. Z a... 07/19/1999 • AND FAsrp..ReNurs alemOn FAs7ENK6 Q1.vr.T-vr IrrPl- u a....wT •TYR t' PNON TK KtIM.dMY 'E OALT.*P TRACK CONNECTION s[1eRtPAgtSFee AIS "WV AasTVpAleaa TO NEW STRUCTURE DETAIL NOTE:USE OFTMOETAIL MLDATEDTOs72PSFANDAWX-FPAMLEN67HOF/1•-0: 011dwtlt ' vn STORM PANEL INTERIOR FASTENING(ISOMETRIC) ALT.CORNER DETAIL 99-230 SCALE,r.r.O- SCALE,1-v& .r_O Ds 3 MW SCALe,r.r-O- aMaT)OI i FASTENER IINAt0AR1A/ ANCHOR SCHEDULE ANCHORSCHEDULE ANCHOR NOTES: ZWA41N(N 0 1 1�1 VARIOUS /LOADS AM SPANS FA8IDRR mAxaN6I8PAg18 1. SPANS a LOADS BlfONIN HERE ARE FOR DETERMDINO , aNIN.Y EDGE IXs7AI�xE IUIIN.3•EDGE DISTANCE '+IES R7xt��1sl Loa�A��Alos ANCHOR SPACINGS ONLY.ALLOWABLE SHUTTER ! OAC AM WE=a WANCE SPANS FOR SPECIFIC LOADS LUST BE LWDTED TO Q I W) ANS T ANS Oi Aw tP ANS iP T SPANS IP T ANS to OAD THOSE SHOWN IN TABLE 1. PSF 3•-7" S'-3- 8•-S' V-7" S'-3' S•-S' E°� IW) ulsw SPANS UP ANS IP 2.ENTER TABLE BASED ON THE EXISTING STRUCTURE NOTE i) NOTE 1) NOTE 1) NOTE 1)(SO NOTE i)( NDiE PSR 3--7` S'-3' 8'-S- MATERIAL ANCHOR TYPE AND EDGE DISTANCE. ANCHOR TYPE MAX• (SO NUM (SEE Wit (EEE NOTEI SELECT DEMON LOAD GREATER THAN OR EQUAL TO (SEE ONRECTI0II ONNEC OHNE pp C N ONtEC ANCHOR TYPE MAX. NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT NOTE TYP[ TYPE TYPE TYPE TYPE (SEE mpiE C DUNK SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. �zI 1) NOTE TYPE TYPE TYPE 3.EXISTING STRUCTURE MAY BE CONCRETE,HOLLOW ff r BLOCK OR WOOD FRAMING.REFERENCE ANCHOR : d2 3 + 2 3 1 2 3 1 2 3 + 23 1 23 1) 5CHEOULE FOR PROPER ANCHOR TYPE BASED ON1 2 3 1 2 3 1 2 3 TYPE OF EXISTING STRUCTURE AND APPROPRIATE 48 125 775 R5 ILS 10 9 s RS Q5 3 R.S 123125 12 CONNECTION TYPE.SEE CONNECTION DETAILS FORtm=mmml48 it 11 17 11 17 tt 71 tt 7 IOENTIFICATION OF CONNECTtWN TYPE. 62 .S 125 ILS D.S /1 ILS 6 T 125 Its T1s oS 17.5 1LS 7 11 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE72 1LS 125 II.S 17 912.5 4 6 R.S 125 125 125 12,5 R S 9 uc-o trODa LAO W/ 6271 11 11 1/ it9 11 8 S WITH MANUFACTURERS'RECOMMENDATIONS. uvc o ITw iAPCINi w/ 72 11 11 11 11 TI 7 11 6 4 S.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES O,t-urHW.EMBEOt+ENT 92 RS tts 11 S b 7 4 1-3/4' THREAD WALL FINISH OR STUCCO.S 1ZS 125 II.S 8 12 5 9 o R230 4 5 4 P PFAP. 92 ++ +t 9 11 9 6 11 6 4 6.WHERE EXISTING STRUCTURE IS WOOD FRAMING 5 4 5 5 9 O W QRAEt FCONDITIONS VARY.FIELD VERIFY230 11 6 4 ti 6 4 11 6 4 THAT FASTENERS ARE INTO ADEQUATE WOOD5 6 7 S Its 125 125 Rs DS 6 8FRAN7WG MEMBERS,NOT PLYWOtm.FASTENING 70ol4B+► i2S S 6 PLYWOOD K ACCEPTABLE ONLY FOR SIDE CLOSUREzva-o[LCD MAtu 62 1L512.S S 12 9 12 3 S S 125 125 125 12 /0 12 4 6 62 P7ECE5.Z1-314TASMSE T['W 72 125 tl 7 7 t0 3 4 V¢725 RS 8 9 70 3 S 625 3 4 7,WHERE LAG SCREWS FASTEN TO NARROW FACE OFt-3/4 tllN.EMBEOM[NT S/1t4"o 0.0.BRASS 72 STUD FRAMING,FASTENER SHALL BE LOCATED IN C? SCOW >+ 92 R.S /1 9125 4 6 10 4 S 11 /0 125 4 7 10 3 S W�SUSH9/0 W/ 6 6 25 4 CENTER OF NOMINAL 2-Y4-(HM.)WOOD STUD.3/4- N'`. uc-20 50EWAL, BOLT 92 3 S y EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. N� Ol 230 10 4 10 4 70 4 70 3 S 10 3 S t0 3 5 1>N4 o M[Ap)W/ WOOD STUD SHALL BE"SOUTHERN PINE'G.G.SS OR W» d L r MpN.!l1BEOM[NT 230 4 4 4 GREATER DENSITY.LAG SCREWS SHALL HAVE Zo Q e 48 Its DS ILS IIS 125 125 125125 10!.S AS 125 R.S 1LS 125 1Z5 D PHILLIPS PAN HEAD OR HEX HEAD. Y sz itst2s s1t.sUs e B 12s12s72sus 72.s7olts n STORM PANEL SPAN SCHEDULE 8 MACHINESCREWS SHALL HAVE MINIMUM OFI/2- ENGAGEMENT OF THREADS IN BASE ANCHOR AND M V4-0'rENPOWERS MLIENTN 72 S R5 12.5 12.5 125 it 6 T 1i5 US 125 Its R.S 8 11 L MAY HAVE EITHER A PAN HEAD TRUSS HEAD.OR J s7 W/1re- STAN TENT OVERLAP WAFER HEAD(SIDEWALK BOLT(,U.O.N. r T t/L A STANL[Ss 92 725 125 11.3 its 9 9 1t$ 6 T S R5 A.S 125 11 AS T 71 FASTENERS U OVERLAP ®DESIGNATES ANCHOR CONDITIONS WHICH ARE y sT[EL MACHINE S[R[W E REINFORCING TUBE FASTENERS OR 9' NOT ACCEPTABLE USES. Z u19@ gH - 230 6 7 S 6 7 D.S 6 7 7 8 ILS t D 12,5 7 t+ 1 REQUIRED. TOP REINFORCING TUBE10*DESKWATES ANCHORS WHICH ARE REMOVABLE BY DU 48 .25 6 MOUNTS SHALL BE REQUIRED. TOP& REMOVING MACHINE SCREW,NUT OR WASHEREO 2 NEGATIVE A'OR"U-HEADERS BOTTOM MOUNTS WBNGNUT. 62 4 BOTTOM MOUNTS HALL BE'F-TRAC �• MARRA-W 72 3 S 3 DESIGN LOAD SHALL BF ZAC AL "F-TRAC STUDDED ANGLE Q-J3 +"/ R STUDDED ANGLE WITH STUDS((O ow*;e N a [/ 92 a 6 3 S 5 3 (PSF) WITH STUDS(• 6-1/4"O.C.OR z 230 3 S 3 S 3 5 3 3 6-1/4-O.C.OR DIRECT MOUNTS Q�a 3 48 DIRECT MOUNTS W/ WITH ANCHORS P y 725 125 70 115 DS 7 9 4 4 1L5 725 H.S 45 ++ 12 5 7 ANCHORS p 6-t/4' 6-1/4'O.C. • "'��O g O.C.OR 12-1/2-O.C. • • 6 •••:•62 II.S 72.5 8 D 7 S 7 3 ILS 11,5 t2 S 9 8 9 3S SYSTEM N SYSTEM 2 •••• • • ' • • 72 s 125 7 /0 t 4 3 S 125 t0 ILS S 7 8 4 MAX.PANEL LENGTH MAX.PANEL LENGTH • • t uc-e tTM/TAPCON w/ (FT-ON) {FT-IIi 0000•• 06000 t-uc-MN INSIOMENT 92 7t 7 5 8 3 3 B 8 70 3 5 7 4 0 Vi 3 3 7 4 7 4 7 y 40.0 8-5 B-S •1•••6 • n 230 3 EOttto 00••• 48 II.s QS Its 1tS 175 /1 ILS 6 7 .S 11.5 Its i2S iZS 6 8 50.0 8_5 -8-S • t Y w SNI® • � 60.0 0660 6 �+ 62 125 023 125 D.5 12 9 12 3 S 125 DA S t2 t0 12 6 6 8-4 8-4 • • 11 MCI)MC0 MALL -7-90000 • 0*** 7 m ENALE'PANELMATE-W/ 72 5125 11 t2S 7 7 10 3 4 1tS 12.5 8 9 10 3 g 70.0 7-9 • • t 1-uy Mp.EMBE@tENT 80.0 7-3 7-3 ••0••0 0000 Wtin vA-EO tUDtW[ 92 Q 5 Il 9125 4 6 10 472.5 11 10 12.5 4 7 10 • • SCREW qU 1t010WIT 3 S 40.0 6-10 6-10 6• •6 •000•• U 230 10 4 70 4 10 4 10 3 S 10 3 S '10.3 S +pp p 6-2 6- �� • V A /(l��ll 48 Q.$DS 17s 125 D5 10 RS S 6 tt.S 1LS S S II.S 12s 7 9 6 • to �)`_J10E U. L 1Z.S 110.0 5-7 6_2 �� • } 62 5Rs 11 1ZS 10 7 10 3 4 D.S as 123 71 QS 4 7 ,0 .06 6.6••• b 120.0 5_2 S-11 vc-e rbw[RE CALK-IR 72 IISOS 9 IIS 6 6 9 4 S tt.S R.S S 8 10 71 3 • • • L 4"2 STAINLESS 130.0 4-9 S-8 0.0.6• O T 7/4.70 STAOLeSS 92 12.5 10 7 Ti 3 S 9 4125 12 11 12S 4 8 11 3 6 140.0 4-SS-6 • • = STEEL nACIWI[ti[R[W ^ 230 8 9 4 9 4 9 4 +1 3 8 1+ 3 6 1+ 3 6 150.0 4-1 «1777§ ®_ A���� 49 5-3 U-�-� 4 6 S 160.0 3_t0 S-1 4 62 25 S 2S 3 6 +70.0 37-7 2AMAC NAL-/si 62 5 6 4 6 S 180.0 3-5 4-10 �tldAElY1� W/t-Vr HIL 72 3 S C - EMBEDMENT 230 t. 4 4 5 3 6 S 190.0 3-3 4-8 A�q(Ie0 x•07 °u' OT/w/tv99 5 5 S 200.0 3-1 4-7 6tgttO6tODAM 2 rw a.w.er glgl 210.0 2-n 220.0 2-9 4-1. ++ vw 230.0 22:22 2-8 4-3 DHltYee 99-230 sMH 4 et 4 Invoice Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 Phone: 305)795-2204 Fax: (305)756-8972 Bill To CHRISTINE PACHECO Invoice Number: WS-2-07-27380 10418 NE 2 AVE Invoice Date: February 01,2007 MIAMI, FL 33138-2057 Permit Number: WS-1-06-14 Return to: Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Kermit Type Windows/Shutters I Werk Classification: Shutters Date Fee Name Fee Type Fee Amount 02/01/2007 Scanning Fee Calculated $3.00 02/01/2007 Revision Fee Calculated $35.00 02/01/2007 Inspection Fee Fixed $75.00 Total Fees Due: $113.00 ime Thursday, February 1,2007 °RE s y Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 M .r 14Z z ; 3ad, CC Inspection Date: 01/31/2007 Permit Type: Windows/Shutters Inspector. Grande,Claudio Inspection Type: Shutter Final Owner: PACHECO,CHRISTINE Work Classification: Shutters Job Address: 10418 2 Avenue NE Miami Shores Village,FL Phone Number (305)491-5584 Parcel Number 1121360130640 Project: <NONE> Block: Lot: Contractor ORONI INC Phone: (305)685-0412 Building Department Comments WINDOWS AND SHUTTERS FOR NEW ADDITION FEB o 12007 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-4918. No approved permit on the job for inspection. 1/30/07 CG. 1/31/07 Shutters installed are not the same as the approved NOA, provide a current NOA for Florida Storm shutters. Failed All panels shall be installed for final inspection. CG. Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Wednesday,January 31,2007 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 BUILDING Permit No. s lot I PERMIT APPLICATION Master Permit No. ,--m, 5"' 1, FBC 2001 Permit Type(circle): Building /Electrical Plumbing Mechanical 1 Roofing Owner's Name(Fee Simple Titleholder) �(/��{((� �' Phone# C< Owner's Address A1 — city Alam t Ohayf-s state r( zip TenantlLessee Name Phone# Job Address(where the work is being done) City Miami Shores Village County Miami-Dade Zip Is Building Historically Designated YES NO Contractor's Company Name —Dye—, Phone#_tom Contractor's Address /y6c01�11 ata - city, �@r lOCvrl state Qualifier State Certificate or Registration No. Vrl(� Certificate of Competency No. ArchitecdEngnneer's Name(if applicable) Phone# $Value of Work For this Permit bQ00 Square Footage Of Work: Type of Work: ddition DAlteration r DNew ❑ Repair/Replace ❑Demolition Describe Work: t lam!C>=km, se ------------ � t-t-!o Submittal Fee$ Permit Fees �Z� !. CCF$ 1 •2--0 CO1CC- Notary$ ,S- 00 TraininglEdacation Fee$ 0 4-0 Technology Fee$ 10• Scanning Radon$ Zoning Bond$ Code Enforcement$ Structural Plan Review.$_ Total Fee Now Due$ lJ- (Continued on opposite side) Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature O Signature__ Owner or Agent Contractor The ibreFoingistrument was a owledged before me this s The foregoing instrument was acknowledged before me this day of 4N 200pby� AACjhE[Zday of 20 OL-by 6? _ '— whoonally known to me or who has produced who is personally known to�rg�or who has produced As identification and who did take an oath. �- as i ' N oath. NOTY UB IC: NOTARY PUBLIC•A �05 Sign Sip: Print print My Commission Expires: co >1 455 My ' sion ares: 27L-2009 dr,4iaf,4 ,t +htr+ktlr* 4r4+t@anY&tr ieir�L�(r i�'P���bli� :;+Citi,riTriritrt*,tAir,tirfedaTrfrtr& iririeshf�rdr&TrTr,rpt¢aY*dririTrTriririr�rieTriIrrkfYsk,t APPLICATION APPROVED BY: 4 Plans Examiner Engineer / (D Zoning Che 05/13/03 5tr Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Permit Status:APPROVED Issue Date: 1/31/2006 Expires:01/03/2007 Permit Number:WS-1-06-14 Owner's Name: CHRISTINE PACHECO one: (305)491-5584 Permit Type: Windows/Shutters Parcel#: 1121360130640 Work Classification: Shutters Block: Lot: Job Address: 10418 2 Avenue NE Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet 0 ORONI INC (305)685-0412 Yes Total Valuation: $ 1,800.00 Comments: Reaulred Inspections WINDOWS AND SHUTTERS FOR NEW ADDITION Shutter Attachment Shutter Final Additional Information Type of Work:WINDOWS AND SHUTTER No of Openings:16 Additional Info: Classification:Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Am ald CCF $1.20 WS-1-06-23670 $440.50 Education Surcharge $0.40 Total: Education Surcharge $0.40 Notary Fee $5.00 t c7 �-PAID Permit Fee $420.00 Scanning Fee $3.00 C-- • C Technology Fee $10.50 Total: $440.50 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. Applicant Signature } f>A C+MZD C45 Miami Shores Buildin De'�artment Product Approval Schedule/Com arison Chart Address: /0Y /13 AX- it No. 05 ? Onning , Description of Window Product Acceptance Product Approval Opening Desi u Roa b Opening Shutter Re aired Mullion Required impact In or Door or MuMom Number D Premnre Pressm Size yes/No o yes NO (+)PSF (-)PSF (+ PSF (-)PSF /t40ou+ r 6 .®•1- .fie- .�? SSY. N O Z ® z.Y -59.c7 ® r OUo 01 2 6v w v ® —u 4 G• �. L 4 -57c Z as .o -1-Wj.6ca.0 4St. X POO(L- f JA IN mrik M1 �! 141r-1) -- 14 bory 02/11/2004 WED 3;53 Z001/011 . . . �� 14-13 .. .. . ; i � . . kQi 5 MIAM • • • • • e • • ,MAItIDA ••• ••• • • • BUII.DWG BUILDQiG COI'rn txrluatz.sANens Vi�'tC:1C.tBCCO) X 16�i VWDUCT CONTROL D1PFSN. • • •• ••• •• 313x11563 • :•: : : : : :• •• 375-2908 NOTICE OF ACCTI�!9d • ) PGT Industries P.O.Bax Nokom*FL 34279 This NOA is being iaened under the applicable roles and regi ladous governing the use of construction materiels. The documenmaon submittedbas been reviewed by Miagml Aade County Product Control Division and accepted by the Board of Rules and Appeals(SRA)to be used in Miami Dada County and other areas where allowed by the Authaaity►Having Jutisdietion(AM). Tins NOA shalt not be valid after the expiration dere stated below.The Miami-Dade County Product Co=1 Division.(In Miarm Dade County)sud/r the AM(in areas other than Miami Dadc County)terve the night to have this Padua or materiel tested for quality assurance purposes.If this product or material fails to perform In the amepi d manner, the manufaclnuer will mm ft expense of such testing and the AM may immediately revoke,modify,of suspend tho use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if It is detennined by Muni-Dade County Product Control Division tbat this product or mtatenial fails to meet the ietpiraments of tete applicable buSdmg code. This product is approved as descraed herein,and bas been designed to comply with the High Velocity Ekar1ca„P Zone of the Flotida Building Code. MSCR=ON:Serie ASH70111 Ahmftm SW&Hwang Wh*w APPROVAL DOCCmN'p:Drawing No MO titled"Aluminum Single:HWg Window sheets 1 tlmough 5 of 5,prepared by manufacturer,dated 2/9/98 with revision on 6/3!03,signed and sealed by Robat I..C W6 PY_, : bearing the Miami-Dads County Ruluct.Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Conbc+oi Division. MISW E IWACT RATING:Large and Sm u mid Impact LABEY.ING:Each unit shall bear a peament label with the manufactutees.name or logo,city,stain and following statenmentr-Mismi Dade County Product Control Approved",unless otherwise noted herein. ' RENEWAL of thus NOA shall be considered after a renewal application rias beau filled and tbete has been no change in the applicable building ooda negatively affecting the pedotmance of this produm 'STATION of this NOA will omur after the expiration date or if there has been a revision or change in the mea k als,use,and/or Imre of the product or process.Misuse of this MOA as an mdmsemem 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 term inafm and removal of NOA. ADVESMSRUMT:The NOA number preceded by the words'Miami Dade County,Florida,and followed by the expiiadon date may be displayed in advertising ftratum. If arty potion of the NOA is displayed,then it shall be done In its ea lmty: INSPECTION:A copy of this en re NOA shall be provided to the user by the maaafaetuc+ez or its disaibutors and shall be avauilable for inspection at the Job site at the request of the Bunding Offic-W—-" .. This NOA revised NOA#02-0702.04 and,consists of tbts page 1 as well as approval document mentioned above. r The submitted documentation was reviewed by TheWore Inman,PJL NOA No Q3&n4.01 . G Y Bkplsdtion Data: November 01,2006 •• Approval Data November 05,2003 Pop 1 i Q N c+ 0 LARGE Ml F IItdPAt�'T MIINp{!ryg NOTES, �+------83 11W MAX. WIND W VVIUM 1.) GIAZFNG 017170N5: A. 5/16" (.3YP, LANKMM CLASS CM%EISDNG OF AN .ON PV 9 INNER LAYER BETWEEN (2, USES OF 1/8'ANNEALED GLASS S. 5 18'05.':* ON LAMMED GLASS OSLSTTNC OF AN .090 PUB MER LAYER PEEN (F.LRES OF 1/8'HEAT STRENGTHENED GLASS. C. 13/16" {.84:1 lAhLl I.G. GLASS CGNMSTIHG OF 1/$" HEAT STRENGTHENED MASS, AND 5/16 ��EEOCLAW O M � LAYER %VCi) � oF / AE4DGLOSS AN {) UEoF HAT STRENG1NEwo GLASS). D. 13116' (8,i) LAM1 I.G. GLASS CONSISTING OF 1/e"NEAT STRENGTHENED 3/P'AIR SPACE AND 5/16 UNK4TED CLASS(.090 PUS INNER 2.) CONflGURATIO.YS: OX ILAYER M-N?=N (2) UTES OF 1/8"HEAT STRENGTHENED GLASS. 3.) DESIGN PRESSURE FATM SEE fseLE A NEWIME DESIGN WADS �Ji ON TESTED'PRESSURE AND CLASS TABLES ASTM E 1300-98 (AND ASTM E 13CA-94 OUTSXF- WiAtvp-WbE COUNTY) B. POSITAFE DESIGN '-GADS BASEL ON WATER TEST PRESSURE (FTL-1869)AND GLASS TABLES A *M ASTM E 1300-88 (AND AWN £ 1300-94 OUTSIDE ww-DARE CowlY) mhww/ AT!1E G . ANALYSIS HT RAILGLASS &&16'LAMINATED(f-"k=Jlrsi FTL-18 PE P.S'IS"LAMINATO(981H8„080IMMS) FTTs1 3tE�S1ZE; 50 1/2' x 38 1/4 G.13118'I.G..1F8'HS, IPACF`J'9"LAM!(1A3A,.090,1f8'HB) FT D.13t16'Lti„i18'HS,9"SPAM We LA1111 1/8 H3 M,1f1t"HS) FTI • • 1Vpm=Vw MIGHT • • •••••• • • • 7A 66. -80.0 fyRpo�•�cT .Y • • • •• • • • 28SO 0 68.7 0 65.7 -80 0 L i>ti •••••• •• • • C 867 0 .7 • • • • -- a 8 -61.6 .2 - .2 • -' B D 86.7 80.0 7 st0 887 -E0.0 86 7 - % •••••• • • •• •• 13 1 &AN= • • • • • MAXMOX 88,T 68 7 ••••• • • A 68J4IM0 1 _ j •••i•• •• 83 . 128.' - +J00. SDA • C 68. -80.0 44 6IL7 -58 7 64.6 64.6 • • •• • • • 5 3/r ••• g � •.•••• M•• i MAX!* AX �IS•C�NTER . •• • •• TW.•WWO t:SILL f a D,�9?QIAtis Ir918 •••••• • • • F 03/28 A00 f i8 M 0:00*: ELULAIIQN /��/j� F' ra a of TA VR NOTES CONTINUED /�y 8718/98 �►a 4.)ANCHORS VAX• 5 3 4" FROM EACH CORNER (HEAD & SU) � � AIL a8 ae� MAX. S�A'�ING AT HEAD &SLU 13.000 IA 8 FROM F�pt ooRNER (JAfd�) � /f� ELEI/�4TtON & NOTES MAX. SPACING AT HEEIINJG RAIL' 8.D00 �� �etre. •q„ MAX. SPACING AT%WlBS 07WAbW- 13.125 ,rwoem,n sous ALUMINUM SINGLE'HUNG WINDOW 8 SHUTTER RE/ RDAENT: NO SHUTTERS REQUIRED taae.�4awkae 6, BICE TEST REPORTS; FM-1869 & FM--3MPsvast� ra tLPA is�a se�Rrowc aroa" a OLCWN SFl--lot NTS1 1 5 4040 D o ' N N x E�fY►:i��Tri��i'!�"� i17:3)1rIY"yr7�i r-ni `�C�FY;� � •., E7G►S Yt +�' !IGL*.'+E ��7[1F�lF L?(?-'r..::�f.`��.`�� L1■fZ.i� �.��r:.It�i cmc!-J1Gr � .r,. !!�r_�.7;�Z�Gi�'-� a�?.�.r'-D>•tT'"�f [lii! �C[;�� 7• i�r--'�1•II tJ•�:� >I ls�''x';--�TF;1�[Ik iS1E Biu r ���� �� !�G"��,LI`"TI{�.�"3 s��F�[�St.r�fiiFl(Ir^T:n .. � Rr�i;�F`zl>• +� YlEJLi�i�)L'7rsTi�f>IiZ r+il7�tul��=SEP 1=:1e ���� [�71L3',7F Y1E�11?F:M��r7z"�3+1F.�(LT'3'1�C1C.*S^Z_'LTI+)'Ir:il�c ri �� !IIt•} WC. LiL`II� ,.\�;�li♦� k?fL srl�uIIrf11IT'":+LiL`F�j.._:�fFs I�FI� 'T"t'i^u�'Z`�71F I� i;.i,I��(3cf(7� �•� I �• ��,:rr-y�- E><crl�rrva.���tirnz���SLsy ��,>���� a • . ❑� ., i Iti _71 ��k�I�.s (TCiff t�•TT^�>�C� T'R�'��7� VAI F is +fit ��F)t_rIF�IE G,!", u •, - e 7 I�7�R]EE.► l'1 uRa ��UT3' ,Vlelr� ;7;it-il•--,:I*=-rTJ ■v.7,,l � � F7�"I7 1Ti ['+'�P'1 E=��,L�L1�t=��+�E'cl�•>r Z_ r�ICK►`ya�[�F_t�EIC3 "7G1'7E ISTSI2 Ill 1i� P E:ZSE•}� F'IC:Fr�1' + E■ i:1S1ta�E I ...i[i?;>E._.+�[(ir]L�f<C7331:(�7;��6:�;i►.i��;;SI�,T?,y • � F>•6'SI ly 7E I�ZrSCy"I�iLa.\��F u. f .. �. •y �,�.t�int, � s X71 •, • „ �a�fl7jllL'41��.;+ •s tJ'If .-a -4 0 -gr 0 0 2'784 53.125 MAX. MOTI.1 a c 48.625 OAYUGHT oPEam .737 ,500 1.123 7 J T- -��IExmo g wwrwar�.nawwnMr. a m o o P.Q . 2.710 ® 34.500 YL T -=_—— Jaxw OPENING 48.2511 DAYLIGHT OPENAVG 8 a $ HORIZONTAL SECTION wuc. - ... err 0000•'• 0000 • • • 0.9096 : •0• ••• 00 09.0• ••• • 660 •9 DAYLIGHT~� • • 0000 •• • OPFARM 0000• • • 90.6 •• • :06069 • 1Nriin 6•9090 •• ••• •• epRaft 8 6J QASS lIPF 9FIt • ..... 2.30 VERTICAL SECTION . c-oao uo-�u 00000 J • .Ji` 1 rr w ra"raecE arra 655 � AIT . 8 8/98 �r 2 RIOR Ao 2.784 SEC77OAfS rola soar orp►� � Taw as �s� ALUMINUM SINGLE HUNG wINDOW 2 PRO"REFERENCE TEST REPORTS: t t L-1889 & FR-3739 "• pp wx an aw. ,� WaKAFL 34"6 sm-mr NTS 3 5 4040 a o , o, cv - o 0 c 0 1.523 --1 1.023 .062 1.187 23M .062 2.784 2.710 062 2.029 T.ON62 .655 1.403 .737 J ,705 T �—2.784�--� 1.123 Qj ALUM. 6063—T5 a ALUM. 6063—T5 ALUM. 6063—T5 ALUM. 6063HS T54 s�s�o•u��c� ae�r 2.274� 2.328� A�• O► -+� 1.185 �-+- 1.657 .193 «� _ • • 8821 f I I I • • • • • ••• ••1,767 1.969 0000•• • AB2 • • ••• • s fl62 1.348 .876 • • �� 0000•• ••• • • .683 .050 1. .050 187 �+- • ••••• 13-1 r-- •i•••• • •• •• •• --� 1.3$0 �+- 4 •..•• A�i, 6d63F�S+754 ALUM. 606375 • • 7 ALl1M. 6063—T5 $ ALUM. 6063—T5 ALUX 6063—T5 ..••• •09 0000 • • •••s 0000 0000•• • • • 0000•• ••••i• •• • 00.• 00• • • • • 3/OJ &-mcmTH1S St{/ • • •• • •• 666000 , •r 1.46 •� 1.619mff 03/28/0 C A00(30433 079 K pp..yy • •••s 10 Wo 87Cf1L .490 18/98 791 arm T-- of! ALUM. 6063 T5 ALUM. 6063—T5 EXTRUSIONS C ( „u. p WOW FL 34M ALUMINUM SINGLE HUNG WINDOW C 3x REFERENCE TEST REPORTS: PTL-1689 & FTL-3739 P6 r� PA 0= vm w&woa a ao.o•w. � 9� 81i WOMM rt 342" SH-7o1 NTS 4 a 5 4040 a er , c+ N �t N C , 0 eo 0 o t� i a V ►' 1.250 O .* t•b, -•�• `e Vf 4250 . J x NOW } e2�if 2 X WOO f/4"i% X12 PAJr1tFA0NO M NO 1/4'USPCO'V �f2 PI4YFfFAD MAX J MAX " 3 HEAD FYP, HEA yp, EYP. Ma ••o o • •• •o•000 • - • - ••••.. SSSS •••Soso f/i avr •• • 112 l'ANfffAa xt� SSSS• ••• • •• • •ooi•o SSSS• �•250o 00 0 MAX i •SSSS• —T � • +� . a•.•: }500 .•,a 1.500 ••Soso •Q'. ��.• • • • •• • ONO • • *Soso* • • • • 2 x wo C-NO CW M•••o••TYA. SILL w Wow rn nA. SILL / ,a`CHOIMGE G /1 �0man. us ALUMINUM SINGLE HUNG WINDOW noeeuasP>� REFERENCE TEST REPORTS: FfL-1889 & FTL-3739 maws P.•.w"�� srt�1 rVi'S 5 �► 5 W. •,. FL SM. 40040 D N �1 N • • • • • • • • • • • • • • • •• • • • •• • • • • • • •NN . . . MIAM N ••• ••• • • • • MIAMI-DADS COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANC943VICE(BCCQJ ... .. 110 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROLDIVISIC% • • • • • • • • MIAMI,FLORIDA 33130-1563 ••• • • • ' •• ' (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE XNOA)••• •• PGT Industries 0170 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series"FD-101"Outswing Aluminum French Door APPROVAL DOCUMENT:Drawing No.944,titled"Aluminum French Door",sheets 1 through 5,prepared by manufacturer,dated 9/5/97 with revision E dated 7/31/02,signed and sealed by Robert L.Clark,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. r This NOA revises and renews NOA#01-0417.05 and,consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No 02-0625.01 o Expiration Date: July 22,2007 Approval Date: August 22,2002 Page 1 � 1 I OPENING + r ureJnNl: r .wana ® sa.1RR!V1 mu M60.O Yoovu080.0 13 1/¢' ' 30.000(3)NEG9A HINGE LOC. POS0.0 37.500(3)NEG00.0 POS80.0 I'MAX ; `�` 84 S/8' MAX. COMPARATIVE AHEIGHTSONFIG. DAYLIGHTOPEN � OPENING WIDTHS 80.OD0 m 84.000(7)195.500(8) 95 1/2" ��` 93 1/2" `� 48.000 (6)NEG -102.6 -98.9 -83.6 MAX. 2 PONT MAX. i 2 POINT HEIGHT LOCK HEIGHT LOCK PO8 80.0 80.0 80.0 OPTION / OPTION 60.000 (8)NEG -85.8 -80.9 -69.4 POS 60.0 80.0 60.0 a, X 71.750(8)NEG 1 -60.0 -601.0 -60.0 ` X X ' POS 80.0 60.0 80.0 47 3/4* � i ' NUMBERS IN PARENTHESISARE MINIMUM 34 CENTERLINEINCE `�` 4HINGE" 36" 36" � % CENTERLINEL3/16"TEMPERED CLASS JAMBS •1-' � e i � -"7 3 13' MAX `` ' 13"SMAX. OOc .L ' 8C_ _L1 SILICON£ i 6" Lq. Ole i 6'MAX. • •••• • • / '��6�IR:� ® 7/18"GLASS BITE • •• • i 3HINGE 13 1/4" _ 1 O• j GLAZING • ••■■,,3' MCG • C�NTERUNE TINGE CENTERLINE � --•I 10" f TYP. BOTH JAMBS BEAD IYP. HEAD & Sl TYP• BOTH JAMBS • • it TYPE f .I. • ® 8" MAX. ••• N-1Ali DtXf •ee t 3" MAX.O.C. TYP. HEAD & SILL ANCHORAGE DETAIL SEE NOTE 4 •• CRAZING: 3f MO 9EMPERED •••• 2.) ()NIFIGURbj(>�I"1c. XX GLAZING DETAIL i• )&9ESION PRESSURE RATING:SEI!lABtES • A.•NEGATIVE DESIGN LOADS Ilk"ON RESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. ••0•§••POSffiVE CVION J.OADS SM RI J SIATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98, F.K. 7131102 E ADD ANCHOR LOC. u�uD wr • 4.) ANCHORSs • • Kpy� HEAD & SILL• •• • •• 1NIW IIaOa p • •••MAX. 6' FROM CQ!! • • • //��/// D.B. 11/1 ADD 2P LOCK 01NL�ftf & 10'dN EACI?SIDE OF MEETING RAIL.CENTERLINE. /* D.B. MAX. 6' FROM CORNERS. / EXTERIOR ELEVATIONS - X & XX MAX. 13' SPACING. (STAGGERED - SEE SHEET 4) �L 5.) MIAMI-DADE COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REOUMD. Etna 6.) SEALANT TO BE APPLIED AROUND FRAME & PANEL CORNERS, DEAD SOLI & LEVER HANDLE. 101Ktp PL°C3u7s� ALUMINUM FRENCH DOOR 7.) REFERENCE TEST REPORT: "TL-2333 Ronan L.Clerk,P.E. P.0 8D% 15" Stoat Saee- �`-"p ft 8.) SEE SHEET 2 FOR SECTION DETAILS. PE 8 .12 NOIrorIs,TL 34274 FD-101 ANTS i a 5 944 E Slrucnsol i I ' 2 IF 11 4 3. �EEI S 1121 �t 7 2 1 L425 11/16" MAX. DAY-IGHT OPENING TYP. (2) EXTERIOR 68.264" OVERALL PANEL WIDTH 3 HORIZONTAL SECTION — XX CONFIG. p e. B 18 2 93 5/8• EXT£RIpR 2 OVERALL PANEL 84 5/8" MAX. HEIGHT DAYLIGHT ss t/z• OPENING ® r0 B MAX.L: 3. 13 H.GHT�• 12 rf 3 • • ••• • 25 tt/16" • • DAYLIGHT OPENING •• ••• 0••• • • 37 1 j2' MAX. WIDTH • HORIZONTAL SECTION — X CONFIG. . ... . . . . .. . i• ••i • •••• •••• • F.K. 7131102' EE ADD MAX. DIMa S Approved scan 9 Fforkb u J • • • •••• • aq0 K � Dete_� •• 000 • • 000 • D.B. 1111710 ADD 2P LOCK n'Jf • • ••: 1.489 Ore.e Oats 97 0.8. 93 � • • —1 ,� � INDUSTRIES ••••• a �� SECTIONS • 2 ?� 1070NOKOU°S.FL 33427015 ALUMINUM FRENCH DOOR Robert 4 Cork.P.E. 807t 1528 � S[de: SlmN: --,No. Rev: VERTICAL SECTION st Aural P.C.rmlccMls.n 34214 FD_101 NTS 2 w 5 944 F Struelwel B „ g 21 , v O O n lo-e ' L 2 POINT LOCK OPTION 1 ,p 29 J . . 3 4 ••• ••• • •• • • • • • ••• ••• 9 • • , •• 1a • ••• •••• •• 1J • • • • • •••• • S F.K. 7 J1 02 1102E-NO CHC THIS SH � D,WiaeCaW •• ••• Rarat Rmvlau: p� • • • •• •• I q 14 f NO evn/ a R1bm1 Dab Pn9aa • • C •• ••• •• • • ••• • 1 D.B. 11/1 0 A00 ?P LOCK D1 87� • • • , ••• 19 �,,,, ,• � � /� "INUS TABES DA 0975197 0000** • • � auk: •;" 71-t��z_ GLAZING DETAIL & EXPLODED VIEWS ' t0NO O IS..1FL 3°CY4WM 275 ALUMINUM FRENCH DOOR Robert L.Ciork,P.E. �,/>. kN+ 3 P.O. BOX 1329 Orewwq H,. 1�KOw5. FL 34274 Fo-tot NTS 3 PE 139712 � 5 944 E Mlrl. P„� rs •.• 1 V VVaL JI1MV K, VVVJ .VJV rVV.r. VVJ L < VNIM Ar—IU �= 1/a- 1 1/2- MIN. i 1/a 7 r -i5 .o w 6Qa11 1 1 ALUMAX AF-1237 MAX. �— MAX. 8 6 N 899 4 HOLD A. 6063-T54050 WALL 61069 1 1 ALUMAX AF-12375 1 "516—.1 FADED ROD 6 4 i d o t. coif FASTEC INDUSTRIAL i 11 AL 6063-T5 . 2 WALL78M 8 4 ea door t do bot. rail) ALUMAX AF-10378 41 ; 12 5 1621 16 TRUSS WASHER 7WASHA 8 4 (2/em door too e bot. rail FASTEC INDUSTRIAL 13 5/16x 8 TRUSS NUT 7JN A 4 (2/ea door too k bot. raill FASTEC INDUSTRIAL 3/16” OR� #10 WOOD SCREW 15 STRIKE PLATE 7FRSPX 1 1 P 1/4' W/ 012 NO TAAPCONS I INSERT 41721 1 1 41721 (SEE NOTE 2) ® TYP. HEAD 17 10x3 4 SCR. FLT. HD. PHIL 71034A MERCHANTS FASTENER ta UM ASS 7FRMOW B f m TI TYP. HEAD 19 10x1 FLT. HD. PHIL 710XIW 8 13 8 hi e - hinge-door iamb MERCHANTS F T ER 20 10x1 2 L . PHIL 71 1 15 5 by a e-frame IambS FAS NER 1 M, Tr. E T K 0 1 bo I h. VI CH 41720 22 0. 761 FW 4 4 2 s8d bolt locks FASTEC INDUSTRIAL 2 P . QUAD. 76112A 2 12 6/head k 301 F 4 6 z Ph. , SM 7 A 8 14 f2/ho-. bead, 51m. beadi AOUA FASTENERS 25 LOfK SUPPOtT ASS'f. 4UBLOK 3 2 1 lock VINYL TECH. 4U OK ANCHOR FASTENERS ARE STAGGERED IN JAMBS 2 B 3 4 T. H 7 aF 6 a z lock s° as F INDUSTRIAL 27 .200 x .190 QLON §14 1 as:roat fr. iambs k head SCHIEGEICORP. 2 X190 8 7 x .1 N 4 k frame 'amSCHLEGEL CORP. 0375x19 #10 WOOD 1 1/2" M /LN. 1 1 4-MIN. 29 3 POINT LOCK ASS . F03PTAY 1 1 ® r.h. VI TECH. FD3P AY L 7 KAP 1 1 ® r.h. a lU1RL 100 ® 7 OOP 1 0 ® IN-11 fro I HAR BBO MIN. 2x 32 -BOLT 78LTIP 1 1 ® r.h. s HAR 820 LOF WOOD a" �,'. :' 2 1 34 SCHNEE NOREHEAD i 35 1 ' 8 4 used w/3/16 - lass FLORIDAOr SCREEN 05-005 •;e. 38 2 K OPTION 7978JM 1 1 SULLIVAN do ASSOC. • P,. • • ~•e'er • • • •• 3/16. OR :• •!: t d•�_,�_ ••• IZ-W/ #12 HO NOTES: --1 Ie• TAPCONS (SEE NOTE 2) 1/e��. •I WOOD BUCKK 1. B.O.M.WS IN BRACKETS ARE FOR X CONFICUftAT10N •: !! ••• : • MAX. ® ®2. USE MAMI-OADE COUNTY APPROVED TAPCONS. 'fYP. JA1V�"' TYP. JAMB 3. SEE ANCHORAGE SPACING NOTE 4. SHEET 1 OF 5 .. ... . .. 00 90 . . • • 9. •• ••• • ••!•0• •• •• 9000 3/16-0,000 • • •• v�+W/ #1� i 1 F.K. 7 31 02 E-CHC TO TAPCONS APMe-ed n rnmNr'°e.Nb w ••• •• TAPCSNS (SEE NOTE ) vsd Re-uonc Pl zkle • • • ® 0 0 9• • GPM LOAD O5TRANSFER F.1 Fro e • a:**** •• • 9999!• c AD O"-' sFl mitN hP,ppeq ! • ! �1/4' MAX. O.B. 11/1 7 A00 2P LOCK iir wom Oofx s� • • •• j� _• .;- - • INDUSTRIES D.B. 915197 •a DOG, "•"' ' 1/4 I ANCHORAGE & B.O.M. • • MIN. I 1• ////Z ika: '°'MKo► 0342 ALUMINUM FRENCH DOOR TY P. SILL Robed L.Ger*,P.E. Serie-/Meer* seae .9 o erbq ft. R..: PE/39712 P.O. F 1529 �vuelura N°Ko►as.FL 34274 FO—tot NTS 4 � 5 944 E 4.100 I I---1.480-1 .062 1.750 .062 4.000 .062 4.100 3.000 H 4.675 JAMB DOOR O 6063-T5 ALUM.DOOR PANEL FRAMTRAGAL (D6063-T5 DOORANEL HEAD & SILL O DOOR PANEL JAMB 6 6063-75 ALUM. M. 3.000--ry Aamw 1.620 .125 1.500 1.272 1.479 .050 1.489 • • • • ••• • •• .489 • sees • • • • • ••• • I • •••• ••• j T- 3.000 • • • --i .750 F-- 0� h--- -i .250 • • • • TRUSS STRIP O603TTs t• 603 _ •••• O•61ALUM. •• •• 5T5 ALUM. FRAME HEAD OUTSYNG THRESHOLD O 6063-T5 ALUM. sees ••• • sees•• sees •••• •••• .3751.0. • • sees sees • •••• F.K. 7 3 t 02 E-NO CHC THIS SHT F °'`01p�r>at.a6 au • • • 66:60 ••sees sees : •eos• K 1a. 'ewisionw WT r F Uadep��� •• • •• : •• s T D.B. 1111710 ADD 2P LOCK •• ••• •••••� • 125 j INDUSTRIES F.K. 1120101 • • Oewtytien: EXTRUSION PROFILES rte: HINGE EXTRUSION '°'NOXOMM FL°342775 ALUMINUM FRENCH DOOR J8 Roeee L. Ckrk.P.E. .—/MWO sca.: 9�.at: o e.ia ao. aer 6063—TS ALUM. BE 1 712 P.O.P0°x 1342 St.uetwe� ROIfoM15,rl 34274 FD—Jot NTS 5 « 5 944 �" 0 see M MDMIAMI DARE COUNTY,FLORIDA • • • ••• • ••• METRO-DADF.FLAG LER BUILDING W •• i k • i i i • i BUMMING CODE COMPLIANCE OFFICE ••• ••• • • • • METRO-DARE FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CO •• • •• ••• ••3M AtE (305MIAMI,FLORIDA 33130-1563 )375-2901 FAX(305)375-2908 JJI.P Inc. . • • CONTRACTOR LICENSING SECTION . ... .. .. . . . . SM N.W.54 Street (305)375.2527 FAX(305)375-2558 Miami^ 33166 CONTRACTOR ENFORCEMENT DIVISION (305)37S-2966 FAX(305)375.2908 PRODUCT CONTROL DIVISION (305)37S-2902 FAX(305)372.6339 Your application for Notice of Accep ce(NOA)of: 20 ga.(0.035"w/o galvanic coatis Galvanized Steel Storm Panels Shutter under Chapter 8 of the Code of Miam -Dade County governing the use of Alternate Materials and Types of Construction,and completely descri herein,has been recommended for acceptance by the Miami-Dade County Building Code Compliance cc(BCCO)under the conditions specified herein. This NOA shall not be valid after th expiration date stated below. BCCO reserves the right to secure this product or material at any time frorr a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be ir,curred by the manufacturer. ACCEPTANCE NO.: 01-022&11 EXPIRES: ,0 /28/2006 Raul Rodriguez Chief Product Control Division S IS THE COVERSHEETI SEE ADDITIONAL pAgES FOR SPECIPIC AND GENERAL CONDITIONS BUILDING ODE&PRODUCT REVIEW CODHOTTEE This application for Product Appro al has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. Francisco J.Quintana,R.A. Director Miami-Dade County APPROVED: 05/03/2001 Building Code Compliance Office 11s04500011pc2000\tternpia o® nWce amptume cove•OWdot Internet maH address:postmaster®buildi gcodeonHne eom Homepage:http:/Avww.buildingeodeonune.com see 0 see JJLP,Inc. ACCEPTANCE No. : 01-0228.11 • •" APPROVED 05/03/2001 . ... . . . .. . •• ••• •• EXPIRES 05/28/2006 NOTICE O ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 98-0128.06, which was issued on May 28, 1998. It approves 0.035" Galvaniz& Steel Storm Panels Shutter, as described in Section 2 of this Notice of Acceptance, designed to co nply with the South Florida Building Code, 1994 Edition for Miami- Dade County, for the locat' ns where the pressure requirements, as determined by SFBC Chapter 23,do not exceed the Desigi i Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTIC IN This 0.035"Galvanized Sted Storm Panels Shutter and its components shall be constructed in strict compliance with the follom` g documents: Drawing No. 97-479, titled " 20 ga. Galvanized Steel Storm Panel", prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E.,dated January 12, 199 , last revision#2 dated April 20, 1998,sheets 1 through 4 of 4,bring the Miami-Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and i pproval dates by the Miami-Dade County Product Control Division. These documents shall here nafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts,threaded cones, metal shields, headers and I ills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 0.035" Galvanized S 1 Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a pe manent label with the manufacturer's name or logo, city, state and the following statement: "Mi '-Dade County Product Control Approved". 6. BUILDING PERMIT RE UIREMENTS 6.1 Application for buildi ig permit shall be accompanied by copies of the following: 6.1.1 This Notice ol Acceptance. 6.1.2 Duplicate cop es of the approved drawings, as identified in Section 2 of this Notice of Acceptance, 4 leanly marked to show the components selected for the proposed installation. 6.1.3 Any other doc ments required by the Building Official or the South Florida Building Code(SFBC) in order to properly evaluate the installation of this system. op Helmy A. ,P.E.-Product Control Examiner Product Control Division 2 0 of Of 9 • •ee • .00 JJLP,Inc. .• . : : : . : ACCEPTANCE No. : 01-0228.11 ... ... . . . . .. . . .. .. ... .. APPROVED 05/0312001 • •' '• EXPIRES 05/28/2006 .. . . . . . .... .. NOTICE OFACCEPTANCE: STANDARD CONDITIONS l Renewal of this Acceptance( proval)shall be considered after a renewal application has been filed and the original submitted documents, eluding test-supporting data,engineering documents,are no older than eight (8)years. 2. Any and all approved products ll be permanently labeled with the manufacturer's name,city,state,and the following statement: "Miami Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acce,tance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer i he same product(identical)as the one originally approved. c. -If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted,is no longer pr 3cticing the engineering profession. 4. Any revision or change in the materials,use,and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application ir,ith appropriate fee)and granted by this office. 5. Any of the following shall also grounds for removal of this Acceptance: a. Unsatisfactory performan w of this product or process. b. Misuse of this Acceptan as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance nunit or preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayod in advertising literature. If any portion of the Notice of Acceptance is displayed,then it shall be done i its entirety. 7. A copy of this Acceptance as i veil as approved drawings and other documents, where it applies, shall be Provided to the user by the mant.facturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs i tot reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consi#s of pages 1,2 and this last page 3. END OF THIS ACCEPTANCE Helmy . P.E.-Product Control Examiner Product Control Division 3 NNOOL Kama ppowLtOtAmm "r Lur •.lfW N.IM• �_ .76'"m T� 7-�--I �`�-ff � .16'ITYN nw PA ML -- o sc r.r-- ® o ,rte, Nr•r..o wt•r•rr O ARM STUDDED ANSLE AT MrtU'.."ITYN 'tom • • MyMr�Zi •••••• • • • � 1. A7 i• I • .NO ` AN' ��� � �NR000�6C0�tMt�RNlfl•�NAKKpAIIC[MlMMi011M gKV�A• • � ��� f � •• I. 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PRODUCT REDIEWED ®0®aMaiMrL "r ?l-m�Sk.0 a Kaci 1•itrc — care��ZS/2M(, i O TYPIOAL ELEVATION ®�TRACK L :... 9 •.T.a. �.�. •Atma.m-acMo�uPWa S arm � � aware MIOATM1ATM1 PL Ma MN T.t/r T'At1eMl11•>re.T:1011to1.1LaAK �I •�oveaArrASTtMLK , m m m 1aa ��yor�•°Ad1t�"sAet�AT�unt1�M'� Tr..MaeMOTt.0 J vrwLwNnA►� ATLbTANtA� tNP1A'"' — �*� t1CfTAN Xq W AS CWtY=1'M TAP + ALOR AINLt NON•[NN,Y tT1aCnNa ALYL AMN[LLOiW[W[Q/./�, SW�OSALL win CODE 11M. rsYt.•rMN.TO ltrr�Tif'T�aMK-�--/� QS.i rsr..TTt'ntx PLAN VIEW L v PFOSIICf cmwm WNimsumm suu T-tlY.r.o' A �m laf8-012$.0(0 97-479 Mr.11aA • o0t1M4mucTult � amp tameRE Am" fTaucTw! ur r® •a Vi.!l.NtINN BlLTR .. � •Trac.mP.Tarssornnt � i! !!gg �'' 1 � �� Y.•JNM. � A yN �Him uANAT011ilOM• ,:i•• OLAfb-- G; F OA 00.1 N L HK SIX MW SUWPARAV�ftP OOOAAAA7d NNN auu tmoc�i! 1 b �a OLAss •.�Nr' a • • 000000 per,, • • a • R T b -, - - 0000 �� 0000.P • -T so 000 H 1 :••••: a L to!!wN7•u vwe Ili �'�• >. • • • .`- -rn-xuT Aac ••� :1 PAlT01lII, ex""m Moo RtP • • • •0000• •..•. w�)t!•Atli . 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M.0u s`.r I�. ®cMrc. i �Na�ilOr,wIL L R.00R MOUNT SECTION CORNER DETAL va•.aa, aanww *vP•a••ra�mx amo I MS. ecAu r.re- UJ jQ fdU.4 r.r r nusTaro%'m*TmucnNa ..YI f�iAil�[ xJ 1H•ifa.LAa a(� aA• a4$ 0.c.M/4L1'•.••TRA�N 'AT�Ta►all aifrirp Nllld,a, rxr..T.waao NO•o10 ®7N•rYT � I•r/.Yaa 0►11ai aRA4•LMT®Ti.Ta M. ® WALL MOUNT SECTION(BOTTOM) i �a �' Vapp MAtlw6 scALu r.r-e- •• i tlal•4f I ry .\ 1,-L RENEWED . �,�r�trAa�in PRODUCT,•," avaao�AS Imam w"rw MOT= �• aaaiawc ACC8PTI1�F14fl1sZg.1� s ix c9$ caL0 pp� aoac sf zs�zm_ �Pa AT 1y oe qi'a rA�aas © WALL MOUNT SECTION(BOTTOM) ® "PM"NUT ASSEMBLY utmv�oa ra�xr co. oi.orron Y sate�r.LV• > ao�ao�attu�cawraa euanuoa C��LNN� .«.... acAu rAv aaa a ero W-479 +.war• NORM F AEL SCNM(p E •- f- ANCHORWHE All ]/•.� ,� _ l I41GA77V[ MCO •T aN9 fsR ntlVMTs I 1 ' MLa7fM10►Lbgt•L #"TV"OL[M•OMM"alwima d�VM4V)OM41�a40e L11e fIUD = DBSWN LOAD ._ tTOP`sp fOp Samsrwi'AM is LOAD r-r 1-lDOE O�TANC@ S'fDO OWANM : Z IVSf) tP7-sp Yrm saw atklto5 Trot •s9 r - tt-r f.r r-a tts- m 1 t-571 F t 40.0 .4 tt.f COtSACTteN commu7m commmm+ ares Cp• Tr9s tewArro 4" INTERIOR FASTENM am rm -a ANGEY 2D • f 11:121411 + 22 . 9 2s • sf • o•{ ��' 11 6•6•6•6••••i •arALD W +-9 • g A A n g A 7 A 7 1 • 5 A q 7 fu + 77 9 2 V4 a Ing Ilu2I 9M9 . 9 5n779 fA12112 7 W.0 .0 Ya•• Tt latt 7M 7fATl • M Ma9 a TAM n • 110.0 .• •-• attomM tr s�t�• tp q7 7 f fA7 7 • !A7 7 9 fn9 13n7A•A n7 V • Af.O -+ t-• 67iA7L90.00e.600 _• f7---f• gwL MM /4-6 a05A PpO7 70 9M7 47 29 f 9fA)7 i1 a9 A+•+Aq at •t7 AAff•ML STM 05PU1 W/wrp f•M/YtLM A M•M7 *III aA4 7 fA Aa•••4A••6 i4t -4 7-4 62 aM5 • Lgaa fA0 0 7- 9 M 0a n♦4ff666••a4s6/67 a))4a4 +-tt MA •• •"° t6 4 715 4A4 7 6a58 6 4 -4 FASTENING NG 2747A4ls •aa7n• • 6tA!-66.2 .f ANGLE ASSEMBLY 92 A 9 •+ 2 9 . 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D MnM •Mf lasA7694 Mam="WALL w ss aA 9 4 � 6 i Y a t 9 • PRODUCT RTNEWED s +nsasLA6sasw•rLOrcLrONuwottrat<asrao As a a t • a A 7 t 9 4 A 7 6 9 4 i 66.0 •.• a 5swr4t`[LOCaTWMm1aN1 or 20 a 7 6 + 4 A 7 6 04 A 7 4 9 4 ACCWrMMNOQt-027 •I I . 0. AMt11011•tteAtt•••s7AttmMAOCggAMMMM fi A M t0 M a M A 7 M s A 7 f 1 • fao f.0 taMN�AnL9rmsMeeae•mwrtew Q [— u a a 9 M 6 A 9 f A a A 7 s • ) w waq DST aMe70MAyArpOVm waw iB C �L�p�y Vi M 4-0 2 Po A11r t•Affry9•NpT�fN Mip Tm p^pyy tj�'MLjMW� M 7 M f A 7 f 0 a A 7 f 9 a MTA•L•1.iM•T409w +•• A 7 f • !A 7 s 9 f A 7 112 +00.0 •-0 e. +.fry n a 7 f 9 'A 7 s 9 f M 7 f 9 , 4.0 i R Na • • sit ALa6 * ntt0) f of "Le .f Y2 a•9M f na • 6 2A• f 47 •- s-try ).fry a7 as at02 s • a••ll a +e) sLamaYff s43 xs4 ) APPIMCURYM 0 + 10) s a 2 • s ! 4 DAs s • a smRmmBLOW Cm '..�. •.a.. PRtfWEI offi • v B�s1WJm fANPIS dCf OiFiIE �"'+" AMIAMM IM 97-478 ' NM4d.