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Home My WebLink AboutSUBMITTED PAPERSAll APPLICABLE INFO JUST BE COMPLETW., R APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: a BY St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential_ PERMIT APPLICATION FOR: PROPOSED INPROUEMENIT LOCATION: Address: Legal Description: L o. Property Tax ID#: 3el09- 703-00S7-000-,6 Lot No. Site Plan Name: a✓A Block No. Project Name: / e/VC4, Setbacks Front Back: Right Side: Left Side: _Mechanical _Gas Tank ' _Gas Piping _ Electric _ Plumbing _ Sprinklers Total Sq. Ft of Construction:' — Cost of Construction: $ _Shutters Generator Sq. Ft. of First Floor: Utilities: _Sewer _Septic —)(windows/Doors Roof Building Height: $ O.4' OWNER LESSEE: CON R CTOR:so Name Crot;4 de✓c Name: A Address: 63,io te►>!�ft J,", Company: GoadlF4 'f'4 72 rQ 4-.J71.74P City: IaV. �State: F( Zip Code: 3 t/ggZ Fax: '&O/e Phone No. Y(2- 7771 Address: 613A ter,. Lve-re- City: .6 4 r/G a Zip Code: 3 Fax: Phone No. W.2 - -.2 State: 72X, JY6 A 6PSS E-Mail: 0&e1A Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: %iopl, is v 01 G B V4A •n , ey pw7 State or County License: ,SCL/3 i /.S % sop If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. SUP LEIVIENTA1 GONSs �TION LIEN W (NFbRMAT10 DESIGNER/ENGINEER: Name: _ Not Applicable MORTGAGE COMPANY: Name: Not Applicable Address: i✓ —� Address: . ,r City: ' Zip: Phone: State: City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: Name: _ Not Applicable BONDING COMPANY: Name: OC _Not Applicable Address: �1/ Address: f h City: City: Zip: Phone: Zip: 'Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting.a permit will authorize.the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules; bylawsorand covenants that may restrict orprohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. Imconsfderation of the granting'of this.requested permit, I, -do hereby agree#hat I will, in''all!$6spects; perforrikh'e work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your•'paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on,the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording•vour Notice of Commencement. Signature of Owner/ Agent/ Lessee Signature of Contractor/License Holder, STATE OF FLORIDA COUNTY OF STATE OF FLORIDA / � COUNTY OF L, U CAI p The forgoing instr ment was acknowled before me The f5oing instru e.nt was acknowledged before me this day J 2 by — day of �� 20�y �of / this (Name of person acknowledging) (Name of person acknowledging ) ", J M r (Signature of Not dy Public- State of Florida) (Signature of Not4jy Public- State of.Florida ) Personally Known V OR Produced_I tification Personally Known OR Produced Identification Type of I en C Type of Id aon gyoduced 41 A: � MY COVNaSS�O a Y EF 003530 Commis d 12 2015 41) ' �<"�gp y - AR'GEi.,, 4� •tii fF �a COmmisslBonded,1htu EXPIR 5 Fo � h 6onCed hitihru ETAFrn92 e'07oJ� F"abec 13 " REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SETURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE- COMPLETED ev. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY . FILE N 4017168 OR BOOK 31 2130, Recorded 11/26/2014 at OE— AM NOTICE OF COMMENCEMENT Permit No. Tax Folio State of Florida County of St. Lucie' The undersigned hereby gives notice that improvement will he made to certain real property, and in accordance with Chapter 72, Florida Statutes, the following information is provided in this Notice of Commencement. legal Description of proyarry land streega ressi ava able): vscb c Fs rE� un)�2 /.�//<.S —«> /1 anl3C0..7.d /1c��p�689-7�� Generaldescription of Improvement: A"I! 0 Owner information or Lessee information the lessee contmmed for the improvement: Name Address 631a q 0 & 4 Tyr, ZZ 3Y911 Imerestin property: hc✓ Name and adtlress of fee simple titleholder (if different from Owner listed above): Contractors Name: w Tv y- ' hN7ContractorAddress:�d— //6 Surety (if applicable, a copy of the payment bond is attached); Amount of bond:$ A'/f4 Name and adtlress: A 11 Phone number:_ Lender Name: Phone Number; Lenders adtlress• i (/ Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section (1)(a)7., Florida statute : Name: Name: tQ Phone Number: In addition to himself or herself. Owner designates Ar A of to receive a copy of the Lances Notice as provided In Section 713.13flNo, Florida Statutes� Phone number of person or entity designated by owner: Expiration Sate of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED -„ IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Untler penalty of rjory,ldedare [hatl a ad the foregoing notice of commencement and that the has stated therein are true to the best of m/y knowled d belief. (Signature o' wner or Lessee, or Owners or Lessee's Authorized Officer/Dlreaor/Partner/Manager (Signatory's Title/Office) ��''''"" ��'''''' The foregoing instrument was acknowledged before me�this ZM dayof.#di ��.aOS4 By�. tom^-giM,+"G [S as for C.(`Qao N arson Type of autho ty(e.g.officeytrustee) Party on behalf of whom instrument was executed P rsonally known�r produced Identification_ (Signau ryPubec-Stateof Flari .vw�"vv PFG9y lIt4NF9 (Print. Type, or tamp Commissioned Nam s/ Ilg,01ca lk-Stn of Fbrka a of Identification Produced i MY Comm. Esgrn Yry 9, 2919 sS,'L. drFF Commission I FF 191991 '^•'.mot.,.•,• BondM Tau')Fit, Nnby Assn STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. wnsEpH F- 9MhTH, CLERK Coastal Shutters And'' .,:uff iT ; 335-9198 Port St. Lucie Nov.26. 2014 8:52AM KTC Metals No.4123 P. 1 .',%�, t ;4 'M--. k 70— u r r C 1!iPIIINIIIIw.ITRL:;-. �Et0'llpel)t,4 ECIS Home I t.op In User RealslmUon' j Hot Tapia Submit SumMege I Stata a Fads 1 PUElltaaons I FBC Staff I SCIS site Flap I Lip@ I Search Busines12 Product Approval Professi nal. osea: Panic uae, R�egulatiojn� L�lYai6a'mi�SiYYC♦'A ProOYct AaYwal Meny> Pndva oe Andiron,, Seano f AoVOUOn Utt Y APPtlmrbn eerall FL ;# FL5777-R3 Application pp Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Addre5s/Phone/Small 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mlafevre5l@gmaii. corn Technlcal Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btdnace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 366-6922 Ext 221 Thompson@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional engineer 4. Evaluation Report- Hardedpy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida license PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quailty Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL5777 R1 COi Eva ftri ME-244A (Non-Imea t 3 in M ll) odf Referenced Standard and Year (of Standard) Standard Year AAMA 450-06 2006 TAS 202 1994 Equivalence of Product Standards Certified By sections from the Code Nov.26. 2014 8:52AM KTC Metals No. 4123 P. 2 Product Approval Method Method 1 Option D Dare Submitted 02/22/2012 Date Validated 03/26/2012 Date Pending FBC Approval 04/10/2012 Date Approved 06/11/2012 Summary of Products f-1 FL# Model, Number Or Name Description 5777.1 Atljustahle (Angled) Mull Adjustable Mullion for Alum. and PVC Windows. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5777 R3 II CWS-243A (Adi Mull Install) pri Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Reststanti No Design Pressure:+N/A/-N/rl Created by Independent Third Party: Yes Evaluation Reports Other: Not for use in HVHZ. See Mullion Product EvAluatlon FL5777 R3 AF EvalRep WS- 43A (Adi Mull Install) odf Report for complete list of Limitations and Conditions. Created by Independent Third Party: Yes 5777.2 CWS-1756 Mull Bar 3" Mull Bar for PVC Windows. Limits of Use Installation instructions Approved for use in HVHZ: Yes FL5777 R3 Iff (9 In Non -Impart) odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Design Pressure; N/A Created by independent Third Party: Yes Evaluation Reports Other: See Mullion Product Evaluation Report for complete FL5777 R3 AE EVAIRen CWS-430A (3 In Npo-Impaft) odf list of Limitations and Conditions of Use. Created by Independent Third Party: Yes 5777.3 CWS-1759 Mull Bar 4" Mull Bar for PVC Windows. Limits of Use Installation Instructions Approved for use In HVHZ; Yes Approved for use outside HVHZ: Yes FL5777 R3 11 CWS-431A (4 in Non-Imoect)odf Verified By: Lucas A. Turner 58201 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports* Other: see Mullion Product Evaluation Report for complete list of Limitations and conditions of use. FL5777 R3 AE EvalRep CWS-431A (4 in Non-Im t)bdf Created by Independent Third Party: Yes 5117.4 CWS-1760 Mulf Bar 5 1/2" Mull Bar for PVC Windows. Limits of use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes ' FL5777 R3 IT CWS-437A IS in Nod p trg, 1 odf Verified By: Lucas A. Turner 58201 Impact Resistant; No Design Pressure; N/A Created by Independent Third Party: Yes Evaluation Reports Other: See Mullion Product Evaluation Report for complete list of Limitations and Conditions of Use. FL5777 R3 AE EV81114p CWS-432A (S In Non -Imps to 1 odf Created by Independent Third Party: Yes 5777.5 CWS-1g50 Mull Bar 2" Mull Bar for Aluminum Windows. Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A( -N/A Other. Not far use In HVHZ; See Mullion Product Evaluation Report for complete list of Limitations and Conditions of use. FL5777 R3 II CWS-245A (Non -Impact 2 In M011) odf Verified By: Lucas A. Turner 56201 Created by Independent Third Party: Yes Evaluation Reports FL5777 R3 AE Evallieo CWS-245A (Non,limpact 2 in Mull).odf Created by Independent Third Party: Yes 5777.6 CWS-1952 Mull Bar 3" Mull Bar for Aluminum Windows. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5777 93 I1 fyic- 44A (Non-lml)art 3 in Mt IM odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-NJA Other: Not for use In HVHZ; See Mullion Product Evaluation Report for complete list of Limitations and Conditions of Use. Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5777 R3 AE EvalRa CWS-244A (Nnn-jig Mullt odF Created by Independent Third Party: Yes Back Next M a h 3" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS a(:T:N2A.�7�:1i(N:I�hP1MEC P NCCLSAR WSTALLATION REQUIREMENTS I. THE PROOUCTSHOW N HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WLTHTHE FLORIDA BUILDING CODE, CURRENT SEITZ% 2. ODNFIGURATIONSWOVIN: (SEE SIRS 2-3) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 61)63-T9 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXUAUU DESIGN PRESSURES, LENGTN AND ANCHOR SCHEOL4.E.(SHEETS2O) S, CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL WTEGRTTY OF WINDOW OPENING AND AL. WOOD FRAMING ARCUND WINDOW. S. RESPONSIBRLN OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY FEOU IREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. ].APPROVED IMPACT PROTECTIVE SYSTEM G REQU [RED FOR THIS PRODUCT W WIND SOME DEBRIS REGIONS. 9. DESIGN PRESSURES AND WSTALLATTON OETAILS SHOWN IN THIS DOCUMENTAPPLV ONLY TO THE MULLION. WNDOWS MU T9E APPROVED UNDERSEPARATEAPPROVAL. 9. D£SON PRESSURE OF MULLED UNITS SHALL BE CONTROLLED SY'ME LESSER OESIGN PRESSUREOFTHE MULLION OR THE INONIDUAL W INDOW UNIT. 10, ix OR2 WOOD FRAMING AND MASCNRYOPENINGTO BE DESIGNED AND ANCHOREDTO PROPERLYTRANSFERALL LOADSTO STRUCTURE. BUCK AM FRAMING IS RESPONSIBILITY OFARCHITECTOR ENGINEEFLOFflECORD. 11. SINGLE UNITSTO BE MULLED ARE NOT LIMITEDTOTHOSE SHOWN IN THIS DRAWING SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. ANO MLCSTSE MADE CUTOFVINYL PVC. 12. HOR VONTAL MULLION SHALL EXTENPTHE ENTIRE WIDTH OFTHE MULLED UNIT. VERTICAL MULLION 0 OSEO.TO MULL SIDE BYSIDE UNITS TOGETHER. I3.VERTICAL MULLED UNITSMAY BE MULLED INDEFIXNITELYAS LONGAB THE SINGLE UNIT W IDTHAND HEIGHTARE NOT EXCEEDED, AND MUI UCNS ARE ANCHORED AS SHOWN HERE W. 14. THE M W%STRESS (NCREASE WS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. WINOLOAD DURATION FACTOR CO=1 A WAS USED FOR WOOD ANCHOR CALCULATIONS 15.REFERENCE7ESTREPORTS: NCR 2103422.1, •1A.4, 2A, 3 -3k i -4A NCR 210- S -1, 4A.-2, -2A, 4, -2A. i. 4A ! No 56201 TABLE OF CONTENTS Lures A.hmeI, P.E. 2012-02-116 12:69415:00 1 -k: !T TOTES & ELEVATIONS _._...... 1 Y /-/" "P't STA TP OF .HEOULE....._.._..........._._._..213 44BO.M. 4.9 :O.U'• A R LOrP! ...... _..........._........ -EQTION VIEWS .._.....-.......-BrT .u. EYmYauwOu tl0 UMuE 4tQp. "IDN L- �Ay�aNi110 IONDETAILS.....__....._........0,9 w111NFN Yd1uls5lalcccu5larnwlrmr531D.gWG6RTOHDI£Ia cl""` GE9YRALNOTES B ELEVATION-3'MULLSAR s WCMULLSAR wr r: R.S. ,e 111T120TT M L[l NOTES: I. FORCUPSINro OONGREIE OGW tifRUOTION, ATFAOH MU W ONTO SNBSTRATE W ITH SNS' DIAITW TAPUNI. MASONRY MRIHM HNSTBE OFINIMUM ENTLENGTHTDACMEVEA1 SPMINNIUN SHOW MEREAC SUBSTRATE TMTUQ,IP ORTAW T%BUCK.ANIM„NC ETE ED E CENTEflAHOHORSPACNGAS SHOWN FOR EACHOUP TYPE 5lAALLSE MAWTANEO.AMINIIAUM ODIJCflETE EDGE 061pNCE OF I li8'SHALL BEAtl11EVEDN ANYOIPECl10N. 2. PTRCUPGINTO WOOOCONSTRUCTKKJ.ATTAO! MLLLbN i09JBSDiATEWRH NO WOOD SCREW W(ITI WASHER.CKTHRU CNORSMUST BEOFSIkFICIEM V316TNTo ACHIEVER 131$'MNIMLRIANYCIRET'IMA `( YVOOO BUCKTH0. TOCM MR I� MODMWORW EDGEOIf.TANCEOF T/e•SNALLBE ACHIEVED W ANYOIREOIION.A 'AINITMM C3VIFA TOCENTEfl ANCNORGPPONGOFO'b•SHALL BE NNNTPINED. I. AT AIL ION LOCATION. ATTACH WINDOW UMRSI TO MULI9.M RLJ FFSMEASSPECIFIEO IN WINDOW IMIT 9. N1 BISTALIATIQV PACN014S MUSTBEMAAE OF0NC0ATS0WlTH ACORROSION RESISTAM ATAIERNL, CISSIMSAfl MATERW.SOq NATEflIAL4 AlCO11TAOTVlITH PgE55W�11 FATED W0.^O I.IL6T BE PROTECIEDTO PfD:VENiftERCTKYIS. 5.PTSTALIRTKKJANOSBEINAOCOUWRHANCHCR NANUFACgfREP5 WSfN.UTK„1 INSRUCtKKS, AMD AIMOflS WLl NOi BE USED INSUE5IRAES WITHSTR9JGTHBLE55'MAN THE MWINLM STPENOTH S�ECIFl®BELOW. G NSTA NGFf VANOADq CDAAORIES FORPROOUClBHEREIN AREGASB] OII SUBSTRATE NAIENAI WITH THE ' FtU01Ylt aFliOPERTIES: p. WOOD-MNIIALVMSPLCIFIC GRAVILYOFG-455 PINECRCiiEAT9TT B.00NCPEIE-MINLtN1L1 OCTA3LEBSNESIRENGIW OFSTpO PSI C. A4TSRY0.T-STgEN6TH (pNFOflNANCETOAS'fN 090. GRROE N, TYPE 1(CRGREATHIJ T. SEALING AND BASHING STRATEGIES iOROVERALL WATERRESISTANGE OF T'STAAAATTON SHAU6G DONE DY OTxERS N AC�RDANOE WfIHTHECUPREHTYERSIClI CFTHE FOLLO'NWO REFEgEACE OOO.ANENTS: FNNAAMAIOD SIN WINCOTYS}, FIAP/MNA9]O ffIANGE WINOO/lSJ, RKR4TA4YNdCWFDORLL ?lfillUl2 FIAAIVIURA 250(BO%tVINOOlV51, FhWAMWWCM4So0(EKIFAA',R OOORS]. m '� INCANVREPReTMo°.K�TIDmv RP roll ANt T+„IE TROWME NARlQ1 P31VlSSKTIRCU$Tp.l WIN'AY.Y7r5DM.,HO.6PADHNI£P Na 582U9 STATC OF S TRANSOM OVER TWIN VERTICRLUULLION OFBHNG SIZE I:C11 R.S. NTS ISINGLE1 TWIN OR ;TRIPLE'[ UNITS ELO ; 9 Q m r v for Nor-Irnpan PVC3" Mullion H-3758,HpnMO 1 or Venial, with 1767 to 1. FOR CLIPS INTO CONCRETE CONSTRIA:RCN,ATT MUUICN TO SUBSTRATE WRH W W M NW TAPCON. MASONRYMM.IKFlSMU5 BEOFSUFFICIENTLENGRITOA.CHIEVEA111A•MINIFALNIEMBEOFATFTNf0SUBSTRATE THRUCUPORTHHU1XBUCKAAIAIMLINCE RTOCFNTERANCHCRSPACINGASSHONNFOREMYICUP E BHPU_ SE MNHTNNED. AMNUIUMGONCREIEFDGEOISTANDEOF 1 IAY SHPLL BEACIOE+f� IN NTY DIRECTKN4. 2 fOq 41PS INTO WOODO(?VSTRUGTIOM AITACHAIUWCNTO SUE.4TRATE W[NtANO WGOOSGiIEVT WIM WOCOG WOCOAIMIRA INIMUM OF OEDGENTIAIME F ACHIEVE AtY FIEVED NEGBEDAECr INTO ZIf WOODM CENER 0.1P.AMINIMUM WOCOEDGE0 WOSKCFBEMAIALLBEACHIEYEO INM1Y ORECTIOV.A MINIMUMCENTER TO CENT�RANCIfcR SPACIAL Cf 3r4' SHPLL. BE MAINTAINED. A.ALLINSTALLAtTG1A%CHORBMUSTBEMPD ORW WDWRHACONi MRESIGrM IMTERLLL- DOSIMILARMATWIALSORMAT MR IHGQN rWWHP�RETREAMW000n1US PR�TO PREVENT PEACTIONS. S. INSTALLATION ANCHORIANJUFACTUfl SIHST Mll wSTflUCItONSANO PNCFA%33 SHALLNOTSEUSED INSTIBGTRMITS WITHSTAEHGTHS LESS THANTHE MINIMUM STRENGM SPEOREDSSLOW. B. INSTALLATOH ANCHORCAPAOMES FOR PRQID=rS HEI E NARE BASEDONSUBSTRATE MATERIAL WFIH THE FDLIAVfNG PROPERTIES: A.W000-MININII01 SPECFIcfB,AYfIYOFGA.S(SOUTHERNPWE ORGREATEIU G.CONCRETE-MNDIUMCOMPRESSIVE STnEmG OF3,.SO C.MA NFrr.STPFIV6TH CONFGIWNCETOASRUC40. OflA N,TVPE I(CR GREATEN y i LBEDCNSW X;� �WENM ARrNTEIARTANaCIXIRrBlIILL 21N2012 1HEPRpIMTIKNCOVTA IIIT 39 M O1HCSotDMOPEHIYOFQl4 WNDMSf9Bd4 %OANYFEPROVJoT M W.Ttl1AtANM}G W NHWTIHE W nil¢NNHVHSCIICFCUSNN W%rb//Sn1Fl.& NG HN1011YDW.. ITW Topton ke SSXIi t STATE OP TPANSOM OVER TWIN VERTR:ALMLXL OPFNg10 SIZE PVC MULL SAR H IZ11N1'ALMULLICN .o 2 ITEM NO. PARTM DESCHIPTIDN 1 H-17M ' 1 &8' i W KIULLOON TUBE 2 010 ORN12 HEX WASHER HEAD TEC SCREW•(sea note 11 V) 3 WO x 1 1J2•, PANHEAD PHAIPS ZINC 4 MoO T WASNEfl 6 5-1522 RETRO FITMULL ANCHOR CUP 7 S-1w MULUONCLP 8 6FALANr 9 5-1895 DRIP CAP 10 S•1596 FLANGr ADAPTER 11 T-6—WO MULLION INTESOR COVER 13 P3486 MULL BARCAP 14 FI522-M 3"5LUr1EDNEWCONTRUCTIO61FINNULLCIIP 15 F1522-W6 3'&.Or1EDTCLIP 16 F176)-COI L-0HGLE3•AA1Lt CLIP, STINDARO(SEESNEErS5) 17 F1767-MIL L-AI/GIE3•MJLLCLIP,FKLEFl(SEESHEETN5) 18 F-tT6T-0OIR L.NiGlE3'AULLCLIP, FMI.AIOHf 3EE 5NEE'T p5) 19 jNJ01 XWASHERNEADIEKSCREW - USE WOOD SCRRV 512E (NI0 O11012). SPECIFIED IN W NDtlNUNITAPPROVA-DOCUbFPIi }—t3'4'ty 7116• I rtflb• .J1P D z V4• GRIP CAP S•1e95 MULLION INTER)OR COVERS-601a FLANGE ADAPTER S-1896 1.3n t 2.N43 L 3• MULLBAR H•1758 T—= TOP VIEW 2 U16• 1 &IB' . MULLION CLIP 5-1897 L I $ 6]1e• � NEW CONSTRUCTION! FIX INSTALLATION A TYP. FIN 1RRAME • 1 wusA. ruR++Fi1, R P �S4�DRE1y 4� 1 .4?.•VLGENSE, ORRFN( TO REMOVE FN FCR FRAME TO REMOVE FIN �� $6.9D1 ATTAONEYENr LOM11LLflAR DETAILA zz O =9 : S7ATE GF moPHaTAmewCmNcernu 116fZ0]2 ZO'N¢:'pC OR\OQ' rta=6d�AN11[r1t-0YTN1811N MSltlNwI1p 611ESL1ERi[IPQRYOFQISRIY Wmm�slat6T3�rvc.NNro+aolxxrKN NvrOrca ASA\\Hclevndout'IN6 1 S �•.�.•✓ �4.sIOMAIBC \YA(RENF9W45FfIEfElpZglW IYIXTY 5rS1F}.4 PIG 51'(10MNIE0. h/41H1H\r\\� RlANETYPE CN'ENINO (SAS]?XIOq�' (F1T6T•X103 NEW F-16Z2QI8 FD6T-031 FLANGE � F-1522036 Fl)6]-0Ot NEW F-1522-013 F-1]6TOo4(L8 FIN REPRO F-152Z-013 Ft]6/-034LL3 NEW NOTREDOYNENCED Flm] l am REPRO 1`4522-03N F-1M]-031 / 15+2006 RETRO/FIANGEOJP PVCMULL BAA "'•""R.S. "' 12lZ/201t 3'ALIIM. MULL NTS NO'NaDWSd3C uev.l lTS:'EA f6r; 4OF9 LPf%).E3'MULLCUP, FIN(LEFIj F-Dfi)-0Od- L MILErWtLCLN, AN Vt In FIM6 R OUTEICE zy r1XmEroar Nncmmc 7160012 1N: pFUWMRm CGYfNN�N11lS Mi1'IIW B111ESCL£PRCPFRfYOFOlbiOY 1VRRTW SL�./1 fFG.6iq.IWNKiKIH N6YSIP5 M 6PPt.fwwPOYFRiE Iry ClIR3i0E L-ANGLES STANDARD MULL CLIP-F1767-001 RUMET S WENNO T'ryA1ULLB 'L'(NO �CNP aCOP NEW F15 413 F4M) l FIAIICE REM FAS32OOfi FI73>O01 NC- F-16T1-013, FAM7) 40L%M AN REM F-1`QLO13 F1>6!-OOIIL6RJ NEW NCTREWVMEFOED FiM]-001 B= RE F-IS29 33 F(>6I-001 Na 59201 Yr STATE GF 34Q4 R.S. t I a I I I I I I I iA1 N0R®��RM��LL�EG310N I I 1f n I I � FiN I I I-% f WIX£FflANE VIMDOV( I r t I Av0.Y5 i WWVMtE ITALDRO FOLL IEIN]FRs GROOVEOYEP OIICWRtCRTO ATPAONIN(i 1 I . I . I II I I I (DmpG PA1� 04R SE�TOH a VEI;IIC4UHORQONinI WLLL BARSFLTCN I APPLYGF# TALONG RILL APPLY SFALMLPP1N ,FUL IBIPRORT ULL H9ROOW LENGTHOFMUL186RGR e! 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O 1 NOII',T� TOWMLLa3n d Stl3H10 a NsINIda91a31R3 suaH mNa ONW3S1NY S a Mnw303903 1 a3sod%330� Ell101Y 1NPTV35 dR] aoBTnW J ltl Otl13tl (OOOM 3PMHN MR0113tl �81 F�75-5T3n T�A4Tr'SIlL3— ayslrm la�ua3n.e� aroarelxv+ laoalad f9] un _1 I 11 ;,.:2r aL � aae Tnwdo 39O3 53soaz33slsino All APPLICABLE INFO MUST BE COMPLETE6 rvft APPLICATION TO BE ACCEPTED Date 6 Permit Number: --- - Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Resideritial PERMIT APPLICATION FOR: Address: 6 J X0 ff. /lc/ie- f(, 3Y9 Legal Description: aZy Qfrie l,. y4da GL.jL ul ak j - Property Tax ID#: J-5/09-70-3.00,S 7-00o--e� Lot No./2-4- Site Plan Name: AeA Block No. 1_ Project Name: OG/SGIG Setbacks Front Back: Right Side: Leff Side: _Mechanical Electric _ Gas Tank _ Plumbing Total Sq. Ft of Construction: Cost of Construction: $ 3 Z Gas Piping _ Sprinklers -[ Sh utters _ Generator Sq. Ft. of First Floor: Windows/Doors Roof Utilities: _Sewer _Septic Building Height: A0FA ,©WNER/LESSEE: C®NTRACf®R Name (;r a i a .OP/SGlG Name: o f s�" 41 c Address: 63.20 lerbei C J/. Company:CoaJ+/.��i�ciJ.��fyl,�{t� City: P C/6.. FL' State: Zip Code:3c/cj,QL Fax: Phone No. HGt- %27 c/ Address: 92J4 J L✓Gdr L�� City: At. S7G/d:e- Zip Code: 3Y`'V6 Phone No. 772— !�&6 /— - Stater. Fax: 772- 9,f U- / 4 � E-Mail: WA Fill in fee simple Title Holder on next page (if different from the Owner listed above) I®? E-Mail: To6^7 , &Z'/o l L Lo- Yg,4 .0. State or County License: Se-e- 1.4 // --l.sO,P If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. 714 OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners -.Association rules, bylaws or and covenants•.that may restrict or prohibit such structure: Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration ofthegranting of this requested permit; I'do I' erebyagree that -I will, in all respects, perform"the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a•full concurrency review: room additions, accessory Structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your -paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an'attbenio before commencingwork or recordingour Notice of Commencement. SUPPLEMENTAL COIVSTRUC«TION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Name: Applicable MORTGAGE COMPANY: Name: Not Applicable Address: �[ Address: City: Zip: Phone: State: City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: _Not Name: Applicable BONDING COMPANY: Name: _Not Applicable Address: Address: /' City: � ,Phone: City: Zip: Zip: Phone: Signature of Owner/ Agent/ Lessee Signature of Contractor/License Holder , STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this _day of 20 by this _day of . 20_ by (Name of person acknowledging) (Name of person acknowledging ) (Sighature:of Notary Public- State of Florida) (Signature of Notary Public- State of Florida ) Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. (Seal)" Commission No. - (Seal)' REVIEWS FRONT. ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE :MANGROVE ,COUNTER REVIEW REVIEW REVIEW REVIEW REVAEW. - REVIEW DATE ' RECEIVED -� -DATE COMPLETED .....Z!mt Fkor4. a building Code online Florida Departmentar BCIS Home Log In I User Registration Hot Topics Submit Surcharge ' Stats & Facts Publications 3uslnq b Product Approval Profle I (IUSER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail cNO FL # Application Type a- Code Version ^� Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL389-R5 Revision 2010 Approved Isxel�&�6i,.x �O�AR HoI&E, nat�u'R6�pe paE�fijll �'µVt9torls roptracrberia:• FBC Staff BCIS Site Map Links Search American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfee I ey @ eastern m eta I . co m Bill Feeley lrodriguez@easternmetal.com • http://www.floridabuilding.org/pr.!pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFON 1 QQc`/o3d 5/9/2012 Hlolrlda 13ulldmg Code. Online Page 2 of 4 Category Subcategory Compliance Method Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Y1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tillit, Jr. P.E. the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr. 'I Validation Checklist - Hardcopy Received FL389 R5 COI ASSA certification of independence drwp 11-192 pdf Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 20f, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL389 R5 Eguiv EQUIVALENT LETTER ORIGINAL pdf Method 1 Option D http://www.floridabuiiding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFONI QQc%3d 5/9/2012 Florida Building Code Online Page 3 of 4 Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/21/2011 12/21/2011 01/31/2012 04/03/2012 Summary of Products FL # Model, Number or Name Description 389.1 tha HV Accordion Shutter - m interlocking blades retained by tracks rBlade3 - (Non-HVHZ) - Drwg 11- =andbottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II drwo 11-190 ASSA odf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D". Max span is 13'-0" for 40 FL389 R5 AE Product evaluation drwo 11-190 odf Created by Independent Third Party: Yes p.s.f. ASD negative load the HV3 blade w/o window blade, 5'-6" for 110 p.s.f ASD load for HV3 blade w/o window blade and 9'-6" for 62 p.s.f for HV3 blade w/ window blade working in unison and 84" for 72 p.s.f. ASD load for HV3 blade w/o window blade installed into metal studs. See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter -Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 11-192 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II ASSA drwo 11-192 odf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D". Max. Span is 16'-0" for 30 FL389 R5 AE ASSA Productevaluationreoortdrwo11192 odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, 8'-0" for +64, - 72 p.s.f. load for HV blade for Keystone mountings 7'-0" for +75, -75 p.s.f. for metals stud mountings and 8'-0" for 110 p,s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFON 1 QQc%3d 5/9/2012 mQrtoa tsullamg uoae vnune Page 4 of 4 Land pressures. II 389.3 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 11-194 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II ASSA DRWG 11-194 odf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load FL389 R5 AE ASSA Product evaluation report drwo 11- for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 194.pdf 12, 25 and 28 respectively Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaste[2dbpr stat fl i . Product Approval Accepts: MAXWN eCMck M securit wcrutc ,, yi SFCIlftFO ;� pow'wd by vwlsign http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFON 1 QQc`/o3d 5/9/2012 i 4 1. BERTHA H.V. ACCORDION SAUNTER SYSTEM SHOWN OI THIS PRDOUCT EVALUATION OOCUUMT (PEDJ HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE W7M THE 2G10 EDITION OF ME FLOODA WMAD COPE THS ADCN201ON SMJITEA MIEN SHALL NOT BE NSTILLID AT TECH MOCUY N GAHE ZONES, LESAN TALIID WINO TOMS SNAl BE OCTFANNEO A9 iFA SECRpN tan W THE ABOVE UEMDNEO CODE, FOR A BASIC WIND SPEED MOUNTED BY NNE JURISDIOIAN WHERE SALTIER WILL BE WSMM A DWECTIONAIMM FACIaJ KI�DE, USING WE 7-10 FOR MNSTALAADNS UNpFB 20H) AGO AND SMALL NOT "CUD ME KAHNIIU (AlO.) DESIGN PRESSURE RATIUOS DDKATID ON SHEETS 11. 12. 13. 14. 15. 19 & 20. N OMER TO VERIFY ME ABOVE COWRON, ULrwm DUTCH WIND EMUS DETERMINED PER ASCE 7-10 SIOML BE FIRST REDUCED TO A.S.D. DESIGN MO ID40S BV UOLTIPLYND FIEY M 0.a IN aDETO COUPIAE THESE W/ MNM. LA9D) DEAN PRESSURE RAMOS NOCAim ON SHEETS 11. I2, 13. 14. 15, 19 & 20. IN MODS M YEETY MAT COUPDAERTS AND AMMONS ON MIT P.E.O.. M TOM. WERE NOT WE STRESSED. A M N INCREASE N ALLAWABIE SMM FOR WVD L0AD5 WAS WE USED N MDR ANAY9i. HOAM A %NO DURARa4 FACTOR R-0�1.OD WAS USED FOR VWi1U110N OF FASIFNFAS N MOOD. BEAi144 ttV. ACCORDON MOTHER SYEIEYS MEOWOY FOR WIND AND LARGE MISSILE IMPACT LOAD HA9 BEEN VERIFIED N ACCORDANCE WNN SECTION IE09.1] OF THE ABOVE MOM,, D COME A9 PER AR REPORTS -ACV BUDEO /0214.01-03, /0713.0"3, /1004.01-05. 01214.01-05, /OT17Df-05 106D9.01-10 AND 1021D01-I1 AS PER TAS-201. TAS-OZ AND TICS-20 PROTOCOLS AM ASN E-Im AND E-1928 STANDARDS (MISSILE LEVEL 0, WM ZONE 1. 1 & 3) & 11220BI-10 M PER LAS 201, 203 & 203 PROTOCOLS URGE NS9lE. -W mom RACE o /0505.01-08 AS PER ASTN E-1988 µ0 E-1990'(ME"SU LEVEL 0, WIND ZONE 1. % 3) BASIC PROTECTION ONLY AND 0 072S.OI-88 A9 PER TAS 202 PROTOCOL 2. W SIADCOANO W WNOOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER LATER ME GENERAL LIMITATIONS AND CONDAWS W ME INDICATED ON SHEET 19 ]. EAM LE ttV. MCOACDN TINS (13 SCREWS). UST]) AT BUM KNUCKLE µ0 FOR DIRECT NWM CONNECTION N TRACKS STVlt BE 014a.)5- AND /14.1.75" RISMCIIVELY, 410-K MNNUI SORE STMTFSS SPIEL SOIDVS NTH 133.0 w NE1D STREIMRI AND HIO LSI TENSILE STRENGTH. PPS SHUIL BE COATE) M BERTHA W DAODyen.O CdMRNO SYSTEM AS MANUFACTURED w APPROVED ODAPAG APPLSUTORS, RESSUREO WE" MORCUJ SHUTTER SYSTEMS ASSOCIATION. PUTS MUST BEM ME MY MµIONT ON THEM HEM. 4. ALL ALUMINUM EK,M,NS SMALL BE ""NUN ASSOCIATION ALLEY AND TEMPER AS INDIU ED ON SHEETS 2 AND ]. MMYMUM OECD SMaDM MR WIS-TB AI.ICY IS W.0 tel AND 35.7 YEI FoN 6005-T5 ALLEY, 5. ALL SCREWS TO BE STAIMESS STEEL 304 M 315 ANSI URES OR COMMON RESISTANT CURED EAMON MM AS PER ON BOOKS AM 50 A]I MIN. HEW STRENGTH MO 95 LU MN. TENSILE S7M:MML AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. M. COLTS i0 BE AEN A-ST? GALVANIZED STEEL. OR ASH M4 OR ]IB WES SEAMUS, STEEL MOH M MO MINNUM YEW STRENGTH. 7. SEE THE FOLIATING SHEETS MR,ANCN0R SFECRTGTINISR W RIDE Q : 12.U.14.15 ARO 10 W BLADE O & Q .- O KMG N UMSON: 12. 13 & la- B. MIS MAMA N,V. ACCORDION SHUTTER SYSTEM DEWS A US. PATENT /00779,502. CONPONENTS OF TI APMO,tl ARE CGYEREO, IN WHOLE OR N PATH BY U.S.-PATENT 05'458.779 ISSUED TO EASTERN METAL SUPPLY, ND 9: IT SMALL BE ME REEPONSIBl17Y OF ME CONTRACTOR M ARFY THESOVNUNES OF ME STRUCTURE WHERE SHUNTER IS TO EE-AFTACNEO TO INSURE PROPER ANCHORAGE. CONTRACTOR TO UA UM11( ALL SHUNTER CpMU`WT ECCCE WMCH MAN N' DNU FASNNMG IN MNINWUS CONTACT NM THE BBLLgIC TO PREVENT HAND/RAN'MNDS,N. 10. EACH ANTE RUSE BEAR PEOR NENTLOOK ♦xl N A AMBLE PLACE MIH WARNING NOTE: WRUNS PFAAOS K NUiRK44C WARNINGS HOAR OYMM, TENANT. OR OTHERS. MUST PROPERLY CLOSE ALL W AND HO CFNCH UNIT AND BEAR P OR LOCH ALL NV A HO HOCKS 11. SHATTER MAHAYACNRFA'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTOUT IN ACCODANCE WITH SECTION 1715L.] OF PLACED FOR EWiY wENNG. LABELING To COMPLY WON SECTION 1715.8.2 Or THE FLOWM TING BUTCODE THONG BAaNG CODE. ONE LIBEL SMALL, BE 12. BEATIIA N.V. ACCORDON SHUTTER SYSTOWS INSTALLATION N SGUMMY M11H SPEC WOIUTED IN MIS ORAWNO PWS AD' BUILONO AND ZOMW MGINANNS PROMISE,, BY ME JURSDAROY WHERE PERUR IS MPLE M. 11. (0) MIS P.E.D. MIPMEO BY M5 E"CMEER IS CLACTS.AY0 DOES NOT MWOE WFORAMION FOR A SHE SPECIFIC PR OJACD N. MERE ME SITE CONDITIONS DM4E ERON ME Pmo. (0) CONTRACTOR TO BE RESPONSIBLE FOR ME SELEEMN, PURCHASE MO INSI.WAIAN MCWDNO UM SAFETY W THIS MOOUOT. BASED ON THIS.P.m. PROAOED HE/SHE OOE NOT DEVOE FROM ME CONOAONS DEEMED ON INS DOCUU M. CONSMUCEAN SAtIY AT SHE IS THE CONIPACTOR'S RCSPoN9IBUTY. (C) MR PRO. %LL BE COASOERID INVMO B ALTERED BY ANY MEWS (I SM SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA M04TOED ENGINEER OR ARCHOUT MUCH WILL BECOME ME ENGINEER OF RECORD (E.OAJ FOR THE PROAECF MO WHO WILL BE NSalU MR ME MOM USE OF ME P.EO. THOMSEN OF RECORD, ACTING AS A DELECA D EMMUR TO ME P.E.O. ENGMEER SNAIL SUBMIT M MI5 LATTTA ME SHE SPECFC CPAWNGS FEESREVERY. I*) THIS P.E.O. SHALL BEM ME DATE MO OROMM. SEAL AND SICNATUA Of THE PROFEWONX ENGINEER OF RECORD THAT PREPARED IT. A. NTT -0, - M. TILLIT TESTING & ENGINEERING COMPANY W. N.W. A. SE. IM M. MS9NA a9Wns. nmw vI E^� Pbn.: fb5b)I-ISb.lee,lbS1F]I-u], CPINERAL NOTES SHEET 1 SYSTEM COMPONENTS I-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 71P1CJA. 1YNDOW BADE & WNDW DETAIL AREA 21 NV AIr AND )4LY OW END R A p-Q (WHER a Y!Am FT TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAINS A-F. CONCRETE/BLOCK SHEET 8 INSTALLATION MAU O-M, CONCETE/BLOCK SHEET 7 CENTFNLLATE DETAILS W SHEET 8 CENTERMATE A.TUMATING DETAILS W SHEET 9 ENO CONNECTION DETAILS 1-5, CONCREIE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE M BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE D BLOCK SNEEF 13 ANCHOR SCHEDULE- CONCRETE IS BLOCK SHEET 14 ANCHOR SCNE AE- WOOD SHEET 15 NSTAWMOI4 DETAILS M-R. WOCO SHEET 16 NSTAIATWN DETAMS S-K, WOOD SHEER 17 ENO CONNECTION DETAILS 7-12 & X, Moo SHEET 18 AREA 3• NV WR40OW-SIADP dh ONLY TYPICAL SHUTTER ELEVATION SHEET I9 AREA 4., HV WINDOW - err in nuix INSTALLATION DETAILS. NETAL SHAD WAILS SHEET 20 A.SMS.Aw Arnsrloon ShuHsr Syotsmo As000lallon, Inc. 4268 Waslrooda Drive Weal Palm BeEGh, FL 33407 IT ASHCAN wx SUPPLY. M. BERM IN. Accordion Shutter System HV. (THEE Al IT/ OR W/0 HV. WtLWY BLADE r. 1 OLO II-OI] 11 T 11 O10D 11 29 I1 2 DRAWING No 11-is2 5458179 ONS OF USE OF BLADE 0 ON SHEET 19 MM-10 ALLOY AND TEMPER ©HV ADJ. FLOOR TRAGIE QUALIFIED FOR UqgE W/ HV BLADE (I) 6063-76 ALLOY ANPO TEMPER OPn' Rs� e)Q 1.6ae• 6 _ 11 HV G 1 IN HAD o 0 UFIEO FOR USE W/ HV BLADE 1 OI SEE SECTIONS FOR VAUDI . 6063-TO ALLOY 00 TEMPER %NN.YMHI 1' I I' Oe] 1® SIO eiErl Ec QUALIFIED FOR USE W/ HV BLADE 6063=76 ALLOY AND AMPER e' 3 OUICIFIED FOR USE W/ HV RUDE 1 6OUe-T5 ALLOY 00 TEMPER . Gm (J)HV ADJ. ADAPTER WAIP QUALIFIED FOR USE W% HV BLADE Q1 6063-76 ALLOY AND 7EMPER �j,UMINUM ANOj S OUAUiIED FQ(($� USE W/ HV 6063-BTB AHOY DANDY TEMPER A. 67 TEMPER ( NV WALK—DVER TRACK dWl1FlED FOR UI W/ HV BOGS -TB ALL�OYEAI TEMPER Ms. O G)0 8 ONO CEILING -HEADER/SILL QUALIFIED FOR USE W/ IN BIADEO SEE SECTIONS FO VALIDITY. 6083-TS ALLOY AND TEMPER COMPONENT A 9 TI M Q 2• 3' LLAfI. I/6' I/W • 2' 6' MAN. 0.1]9• 0.131• 1 LT-I-E CC 0- .k TILUT TESTING R ENGINEERING COMPANY nv xw. ]x. LL N.. ]ss •wow Dams nPPe. v IW! L. P.E M E NIG) 09 MARTER OUAUFIEO FOR USE W/ HE BLADE I 600-76 ALLOY AM TEMPER 961' U2 M 'm OOUAUFIEO FO USE W HV SLADE(D ONLY. 6083-TO ALLOY AND TEMPER VANE6 Lem. Qy itLslLLyQ_w�u. YEUW��I �cQ J AL�AnnCR/�11�9i OUALIFIEO F USE W/ HV BLAE C ONLY, 6063-76 ALLOY AND TEMPER % I Y 1-1 2' 3• ]• .Dace CORNER POSTS ALIENED FOR USE W/ HV BLADE 6063-T6 ALLOY AN TEMPER A.S.S.Am American Shutter Syefeme Aasoolallon, Ina. 426E Westro6ds Dr'we West POIm BeoOh. FL 33407 10 HV RAINOUARD QUALIFIED FOR UU E W/ HV 608S-T6 BWLA,ODY ARQ TEMPER HV. El" /T W/ OR W/o N.V. 11 WC, No M 0 OEQ& ® ONLY AND TEMPER 71 PLAY RROIIT EIWADDR LO K R FOR K "T" O IENTFR1�MATF pUAUFlEO FOR USE W/ NV BLAOEQONLY 6063-TG ALLOY AND TEMPER ALLOY 0 LOCKINGR000 OUALIFlEO FOR USE W/ KV BLAI 6063-76 ALLOY AND TEMPEf 6OM-T8 3 ®IfV MA • w QUALIFIED FOR USE W/ FW BLPllE I ONLY 6063-i6 ALLOY AND TEYPCq n• oaug gg vm _.063 el. o i n UU GENIERMATE W/ QUPLIFl... ED FOR USE W/ HV RUDE1 & 6053-76 ALLOY AND TEMPER -0 I � 606l- � lLOY ,iNO TE xt/x• D57 �IH•a A. TILLIT TESTING & ENGINEERING COMPANY u xv. aeu. n. Mr. ]m.1Wla. rv]mMA MOM AM Pnm.: (wsaTl-tsao . ras : (xs)en-tml r: m.aa0mse,n ®-aaamlx WLiTIi A W:. P.E. RDRIM Yka 1 44167 V4- m O.OrY � XOV91tl L aVID PAMm 9 a Kr CNat111 �Y�YyI(e) O®REOO FOUR L 5E W/ fN ^ 1' ® QUAU ED FOR USE W/HV-BLADED ONLY. am S t�� T, rz 1 �Ilpy,,,w■�"I�-T�.I-1a0.1015 0.0.a.0.p,+I PLA6TION010 IffM Ike.! '1 -I 60' AFTER RTYEIBO BEFORE RA,ERNG 1 4'LI-20 z 3 4" 1/4•=20 RIVNIJ, "SERE! 0111 µyLNyY (=4-r3 I Y) MAa6 FIANCE TI - SYLT NUlYlir. PMt N YyNI]CIYMD BT —E . PMSPPFMY: 16.N JFAYV OTam [q FpL1. RV OUR USE W BLPOEQONLY. " Dom' a1s• O 000 O I -ILL06 _ �IRWBWRN KYLNDER OR KW G1IDIIYR aA]5• Y0. MUNBNRN CYMNDtA 011 NW .6 Mn CY�OER ® HD LOCK 6Y RECENT W WARE MORTISE LOCKS SUdES 20OS NOON DOLT LOCK. QUALIFIED FOR USE W/ ILO BLADEQI & FLORIDA BUILDING CODE Man High Velocity Hurricane I a2all EASTERN YEDA. SUPPLY. IN(l BgWrHK-HV A.S.S.A. Accordion Shutter S ysteE KY. BLADE #1 W/ OR W/O KY. WI y BLADE Amerlaan Shutter Systems W. x anaasnaK an mswN Dn Aa. MaaclaNGn, Ina. I an 11_06S 11 1 are: 11/39 426a Weetro0a6 Drive f DRAWING N West Palm Beach. FL 33—, a 11 �1 o TYPICAL (1) HV BLeDE SHUTTER ELEVATION N.T.S. 0 • NOTES ON HV LOCKS AND CENTER, MATTES 1• li ONE W LOCK 0 ar 0 SHALL BE x 1/2' LONG OF SHUTTER ON 2• IF DESIRED, FOR BETTER PERFORMNICE OR FOR SEDjUTY PURPOSES, UP TO'TWO W LOCK�dSSj OR Y BE USED AS (AN INSIDE OR OUTSIDE LACK. CONNECTOR OF LOCKS TO CENTERMATES LLOCA ION SHALL LOOKS SMALLABE AS INDICATED TED 04 TYPICAL. SHUTTER E"AMON. NAY ALSO BE USED AT STACKING POSMON (RON Ruin GVWE POSNION) -- M...... ...,.,,.c ONE HV LOCK ® ® S�ALI BE USED AT CORo, CDRFfWATES FOR ANY SPAN AND INST ONS AT ARKS N. ITV LOCK[] r 2� SRALL BE USED AS AN CRIME OR INSIDE LOCK, ATTACHED TO q CDRIER CENSRNATE W/(2) I/4"4-20 • 1/2' LONG MT HEAD S.S. M.S IRO LOCKING BpOS AT TOP A 00 4 SHALL BE USED. LOCATION OF LOCK SR4L BE AS INDICATED ON TFPKYL S,NTTER El"ATKKI. MAIONUM SHUTTER SPAN SHALL BE DEFMINED AS PER SCHEDULES SHOWN ON SKEET 12. LOCKSAS SHOWN ON+SECTION HUE, SHE B ONE LOCK SNHAL.EBESMALL 11 USE, AT 1/2 OF/ SHUTTER 2SPAN 40R TWO LOCKS AT 1/3 OF SHUTTER SPAN. fi.-oWI_A 1" 1 -4URI L-IND FOR-ANY •-12 ABOVE WB ONE Hy LOOK 0 or-® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN f4FN1Y SPIN OR 12' ABOVE DTC.BELOW 1 2-OF SHUTTER SPAN FOR SPANS UP TO BB', AND TOR INSEALRIS ATKAT ANY E U VATKIN. IN LOCK ® ar 0Q�-W qq MAT BE UM AS AN INSIDE OR OUTSIDE LOCK, ATTACHED To ® or ®STYNETPItl1 CENTERMATES Wj (2) 1/4'-20 x 1/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INO CAWO ON TYPICAL SHUTTER ELL ATRN. USE OF LOCKING ROOS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY M.WGATORY. *NOTES ON NV OT' LOCKS AND CENTER AATra. ER I. 6LYNlD M1iNWL LWpATdM 1YIIA:m:u ATE .. a—. H wxU n:av FOR GO , 11VG •1 KYNGfG 1' y`AE 1' :ONE ALTERNATE NO LOG( ® MAYBE USED IN M OF HV AN IN 2 OR FOR AHY SPIN AXa dRALWRN! AT ANY ELEVATION. ALTQ2 ND LOCK ® MAY BE USED AS NI 490E OR OUT510 LOCK ATTMMENT OF ND LOCH® TO® IS W/ O /B! 0/O' FR. S.S.M.S.. AND UICLUOES PDNFOHCFMENi HSOTT w 9NOYd ON SECRON4 NOB -NUB PNO HDriHIC, SHEET 10. LOCH Wx BE WlTN1ED AT NIOSPAV eR 12' MAIONUM BELOW OR ABOVE NRSPAH. USE OF LOCKING ROA ® S OxnaurY OPTWNAL IL E C O ENe. / i ' * TILLIT TESTING A ENGINEERING COMPANY , STA7E Qf ;+ �� OF uv x.x. v:n. n, u.. v,. w:we aopxa. nam. viv Pnm.: (]0!j!>I-ISTO : Fa.: ITal�ll-,llt S70N L EN6,,, f4&. =M M!'Mrin.Tr ,IILIPA A ILMT h. PE ,tonu,a I "IV A.S.S.A. Annerfean Shuffor SjMnns Auoo)a" .Ino. 4268 WeltrOad! Drive West Palm Beach, FL 33407 W 2011 W1FW, METAL SUPPLY, INC. M Accordion Shutter Syste: KY. BLADE /11 W/ OR W/o N.V. WNDW BIRD I OLD 11-080 1"T AS ARN W, Mll$ mm- 11 2a, ! DRAWING No 11'-19 ENSRYO GLASS 8 I D W HEN HEAD. me 0 f-20 S.S. MN, NIn O 0. O.C. NOTE MR OCU NATNN OF <(nn.NC• I- SEE SHEET ♦ FOR TmMJ•L SHUTTER (D. am I E%TYRO RETE ANCHORS SCN m ON RimT 13) 7A. EDGE Of W SF e (( �SUBRICNIIE APAA'ABIE mN�cI�J / �• 0.E� TSOUIRm TUT HeRe CONCRETE MEMOS (SEE MFIMLE ON SHED 1{) tm HV WALK —OVER. INSTALLATION mm a" CONCRETE ANCHORS -.._..- (ME SCNmULE ON7 1/.Y RR SHEET Is) A 3 r.H. S.O.S. 'a��' RAT IFAO CONCRETE ARMICK OUM IEEE Sa1ENTE CN SHER K) 11 TRENCH INSTALLATION ONLY TOR UP TO ♦70. -76 PSF MD. DESIGN PRESSURE RAW k FOR SPANS PER SCHEOUIE 03. RIEET 11 . .. � • 0 IY OL. .'. t.aa��IHN: .:• L•' E.D. T MIN.:: ECING NOR m RXUL MRL LEY (OFGW.IM Su) Leo EaxuEl[ P T ��l / / L-CWCREIE ANCRMS -SEE ROPE V(b) ""'r ISM SCHDHILE Cil ON SHEET 1 1](0) ''..''1 PWREO CONCREIE� PEIE BLCtlI SIEEf I.) POURED DONGNE2aR CONCRETE BLECN O9NE 9I�IEEi • ••• :.•.-.'. . OUREOCRE REOJWm ®KEYSTONE L10l1NNN0 IN,QALIATION ® ITV W LL FLOOR INSTALLATION © NV WALL WALK —OVER INSTALLATION INIAUEw RYRLII WAR e•-o• La RE • E. 0. - EDGE DIVANCE It REYOVAOE PEANRYEO E ZK SPECNt (SEE IGTbN9 ON RIFE( I]) .. EMHWRENHKEµ OPERABLE pli • ME GIAM8AOR SHMTa16 raR INSTALLATION DETAILS W/ O HV BLADE - NOPoDA BULGING LOGE Nan Nigh Velocity Hurricane X,, _ \N IEIpL'.0 1��1 % 0ta11 FP mw Wah SUPPLY, INC. - � Accordion ShutterSystem IL E C O LNG. C ALLY■s.A. . NV. HATE /N W/ OR W/O NV. W MADE / * 'ATf Amerloan Shutter VAN : OF iILuT TESTING 4 ENDINEERINO COMPANY A+sOOIONonF InyoFl� I Otnll-Oe] tl b I noel II 9 n _ = ': LAN Ofii-i �• ••. aaf mw 'WA'fl'LL01'vaun �'0af'naeaL .v' Pnw I (.w%)"71 m . ra. I f]mMn-ISM 4268 Weetroeos Drive f DRAWWG No s.FSm•........:.:6� ..dE .-man, ft. m.wm ®-aafenR Weal Palm Beach, FL 33407 2 11 _109 LS �N SNEEiS f0 k 1B uz wnswunmo ams ®.In lttrs®«® oUT IN r �E�gwa a BLADE INSTALLATIONS 1�h / HV S *c � wd «®«© p«p«To ®« o 0•®«®•�©•©« SEE END WALL CONNECTIO r-Exmala cuss nELIL ON SHIMf0 R I '60ef-ie u 1 CON t rr/f 1/s'f NCRET 1/f• «®.® OPPOSING SYMMETRYCAL oxl/fists ro ilrs<[�� _ 110 C' sus a Ia- ( w. o coxom!e ,{- �yy .!T FMI ]ua[. (rcP11 i // 6.C. NLLIfRfdn. W/ HV L0 CKr 12�" .L A FOIHIEZI CONCRETE OR « «� « (SE5 I E WIEEmE uw. sEPu+A1aN * wlEleoR OQ •®«®•®«®•® ON SKM 11) ro (SEE SCHEDCHERUI£ �N OPilaW1 « •® ----T a� eHEET o (INTERIOR) - — - — - — — — — �- UT — - -- _- - OONORE E VffdEs 3 fa IN « ® OUT e 1/2' W. a cN our s (De1F100R)*. - ��Ir�� lJ..LE± FLDAIDA BUILDING CODE on Ni h �elaci Hurricane mfcll EAsn:Rv uEr]1 suPPEY,. Accordion Shutter System 1!l1lP�Y+PCENS = F ` IL E C O INa. A,S,s�%,� FLY. BADE 01 W/ OR W/O BV. VA DW! BADE :"i•-r't/,i *� TILLIT TESTING & EN6INEERINO COMPANY American Shutter SYNNMS Aeeootation, In*. n ,,,, �. o. 1 ale 11-083 I I f 11 s12 11 f0 11 \� '� • eee xw..mn n, aw Mf ♦w«a amo«f name m« Po-.: (M!)g]I-1M M. ra, : (M!)en-I!!1 4268 WastraaEs Drive wv; O •••: LORIOP:`2 ,d! FFS •• f f O �'NG192 r"^��"^I West Palm Beach, FL 33407 f �`• 111! P.E'' S 0 1130E/DATE WilfA A TWI Jr. P.C. naxa u� / wiev a SHEET SCHEDULE 81 MAXIMUM SHUTTER SPAN 'L+' OR 'L-' (ft.). FOR INSTALLATIONS W/ CENTER ff5. © & ® or or W/ ONE H.V. LOCK ® or ® or �or NO LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE NV i' LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES tftl uumr M.w 4+L) hmy GsNoREM & 1YCOD NSTwATIOHS HALL MOUNnNO R= la A L-K l4 L- 30 OR LES 0•-o' 161-0' le le-35 40 13-1 Tr-10' 14'-1- 15-1 50 72-5' 12'-5' 55 11'-10' ll'-IW Ia•-1' 12'-11' Be 11'-4' 11'-4' 11'-7' I2-1' 65 10'-f 0' 10'-10• IV-1• II'-11• 70 10•-a• 10'-6' tw-B• 11'-s• 75 10'-I' 1W-1- I0'-4' %V-V 80 9'-10' 9'-10• IO-0' I 10'-9• 85 so 95 Q.-op e'-9' 9'-r T-10• 100 a'-g' a'-4' g -0' 9'-7' 105 e'-r 7'-lt' 9'-g' g'-4• 110 e'-4' J'-]' 6-7' B'-2' 115 fi'-Y 7'-r a-4" V-11'. 120 '6'-0• 6'-11• a'-' 8'-9'. 125 T-10' a• -a' a-o' e'-5' 130 7'-6• V-5• 7•-lo• 8•-l' 135 1 V-7' V-2• 7'-g' 7'-9• 140 7'-5' V-11' 7'-7• 7--6' 145 7'-3' S'-9' 7 _5• 150 Y-2• 5'-7' 7-4' 7'-0' 155 7'-0 S'-3' 7'-2' e'-9• 160 V-11' 51-r 7•-1- 6'-7- 185 710• ]'-I' 7-0' a'-4' 170 6'-9' 4=11- 6'-11' V-2• 175 V-7• 4'-9" a'-9' 6'-0' ISO 9'-e' 4'-B' a' -a` a'-1o• 185 s•-s- 4' w 6•-r 5•-w 495 a'-]' 0-3• ' V-5' 5'-5• 20U 6'-2' 4'-2' e'-4' 5'-r 205 6'_V 4•-1' 6-3' s'-1' MAXIMUM SHUTTER SPAN* 'L+' OR l (It.) FOR INSTALLATIONS W/QMr ONE ITV LOCKU&Tor or W/ NO LOCK 0 RO S (SEE NOTES T,tt) P.E. % v_ SCHEDULE 03 LAXMUM SHUTTER SPN1*'L+' fl -L--- (IL) INSTALLATIONS Ds& W/ ONE W LOCKS OR(F W/ NO LOCKING (VALID FOR MOIR111xG6 SHEET 7) AF0. o7Pw Iu�j � (e aR'�> OOx6RDE INSAW1pNs Fu%R/flMt�q IgMINe 11aMrna L+ TO Ft-vo 30 IB-0 16-0' u Is•-r 1e'-lD• -40 IP-V 4s 13'-4' 14 R'-] so 12'-3' 13'-l• SS II'-1• IV-11• 60 10'-2' l0'-11• as g'-s' 10'-1- 70 9-4• INC70UTOM LEGEND CONCRETE & WOW MANSORY WALL A. B. C. D. E. M, N, 0, P. 0. MOUNTING F. K & L R. S. & V. FLUOR/COLING O, H, I. if. J T. U. W & X �MOLINRNG & M 0 MA'OMUM SHUITER SPAN 'L+' M -L--- FOR 04911AUAnous INTO W sHALL BE uunD TO 105 pef. AS.D. INEM PRESSURE MNIG. t FN CORNER CENTERMAIE 13 MAY M USED AT ALL MOUNING INSTALLATIONS. LOCXNO SPECIOCMIOM1C SHALL BE AS INDICATED ON M.WDATORY CaN0ITI0N #2 NOTE 15. SHEET S. t 1 EXCEPT MAT U&MALE1 WJlnR SPAN 'L+' M 1--' MO MXONM A.S.O. NSIIG PRESSURE MRNG FOR IN!VW IXRIS WTD CONCRETE OR CONCRETE 6IOCK S ffE UNITED AS RNIUM: 1- CONNECTIONS TO KEYSTONE MOUNTING LIWTED TO +64,-72 P.M. AND a'-D' SPAN, SEE MOUNTING ©'ON SHEET 7. SEPARATION. TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 )" 10 HV BLADE RAMM BUIU ILe c o I.O. A.S.S.A. * ` American Shutier Syetelne TILLIT TESTING &ENGINEERING COMPANY a,m• .... a, A.. 7a, MmerA a.Am.i l U... b0001afl0e. Inc. 17P6N)1-1574 .Ie.: (bCM71-All 4268 Wfi6ITOodg Drlve 110 "^0® �0k01. West Palm Beach, FL 33407 MM A NUT }. P.C. n.v Ra1M W. F 41167 1 L4: MNILMUM N30WABLE SPAN FOR A GM N A.S.D. DESIGN PRESSURE MTWO. I., W. A.UVABLE SPAN FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSLELE MT[W. (1) PROCEDURE M WOU41NE MAXIMUM SPAN FOR WALL WOUNTWGS (TOP/8071CM) OR n"/CDW'C GIVEN A POSITNE ASD. DESIGN PRESSURE RATING. DETERMINE MAIINUN SPAN 'L+' FROM SCHEDULE. GIVEN A NIMUNE ASD. DES VI PRESSURE MnNC DETERYWE MAIUNUM SPAN 'L FROY SMEWLE. FOUL MUD" ALLORABLE SPAR IS EOML TO THE HNAIUAI CETFRMINm SPAN BEIWEEV 1+' AND 'L--'. (]) PROCEDURE TO OETERMNE MAXMM SPAN FOR COM BIMMONS W BETEFEN WALL MOIRRWGS LFLOOR/cauwG MOINnNGS: A GIVEN POSIME A.S.D. DESIGN PRESSURE PAYING: DETERMINE. L1+- MAX. SM FOR WALL MOINDNU INSTALLATIONS 15+. MAIL SPAN MR FLOOR/Cumo MDIINnNG INSTALLAnON5. FOR A ONEN NEGATIVE AS.D. DESICH PRESSURE RATING: DETFRMWE. LI-. MAIL SPAN FOR WALL. OUNTINO INSTALLATIONS. UA MAIL SPAN FOR FLOOR/CEUN(Tw OUNDNG WSFALL TIONS. ANAL MNGMLW ALLOAABLE SPAY 0 EQUAL TO WE 1ENWUu BERRFEN. 11+'. TA+: 1= AND U= ANCHOR CODE(Non High Velocity Hurricane Z' 02011 FASTFAW METAL SMPPLY. NC oGlIlks"" fT WN Accordion Shutter System H.V. DUDE EI W/ CR W/O HV. WINDOW BADE nI PAw aa uaw. .o. 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PAVERS OR µY UFNEm BE FOUND'ON THE FEASTING WALL OR FLOOR, µENORS-S" BE LONG ENOUGH TO RCMH THE NAIN STRUCTURE BEHIND ME WAIL FWGN6. µCHORDE SWLL BE µ-NODDED ON NOTES A11 6 A1) IROyE MR INSTAWTDNS ON N1ri $DDD OR on WIM OR MNqur NET& STINTS GNSLLT THISEHGNEEN. FOR MAM'A INTO IBM MM NUX SNOS SEE BEET M. (B) TO mS11NO CONCRETE MOCK will C-;Q) 1/4'0 TMCON OR TOCON WRN "MCED MRBWFORM TECINOWSY NTOIdn. µ wwFACWTO BY I.T.W. BWIOE L - T/4-P . 3/4' NL PINTS SOD -SET µCKOR5. AS 01S1PIBU1m BE XL FONTS SIREN, Hour h EPm&tt Mpi y. _ I/YP BLUE TM CONCRETE ANCHORS W/ WM NAWFMMRFA BY f,,I FASTENERS OpI 014 - I/4'0 TAPPER+ )HONORS AS MAMWAOTHRm OY PONDR9 FAYIFNERS, RAC.. AND 06MIBVTm BY ALL PIMS SLEW, HOLY G SPECVltt CONPµY OR ANY OTHER APPROEO UCENSm OR WBDaim VIIAOR PFOSIEPEe B11N THE MMW SHWHIR SYSTEMS MSO FGN, NOTES. B.I) YNTNW DDERYNT INTO CONCRETE ROCK OF TAPCON, BWE WW/ CM ANCHORS AND TNPER* ANCHORS IS 1 1/4' AND TWCOI m AOYµCED TIWFA0f01eE TECHNOLOGY µaDRS IS I'. 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MCNORS SONL BE ltllif I POtr0 G IL. 21 ME RENRMNMMVS AN0 SPEC0IGT0!IS OP ME McWR'S YNNP)DIUREM A. d�1 = IL ECO, tu V47 i TILLIT TESTING @ ENGINEERING COMPANY e3[s xv. 3[w n, V.. =. RWM41 a®Ors. rlroa LI A.S.S.A. American Shaffer Systems Assoolatton, Inc. 4268 WesUDads Driv@ West Palm De6ch, FL 33407 IXM n BADE 00 ND -192 ON sxeer 15) WN. UN. NUTS 0 IN I a 4F 1 1 1 1 1 5 YSwa a Ix• i MI 244 lJl_LJ PUI MtlE 1 yA,, Ea 0 1 flE0'D. ffil 'I1V# FWWN m TA CON WITH A➢VMICm THNG%aFCRM TECHNOLOGY W/ I I/a' I/IY TAPCg4 OR TMCON AOVINCEa '� a14' COHr. =i�. Nin. PEIA:IMPW OG MRFIO MU TO THRmFORN TECHNO W/ 1 a' - 1//4'F TOWN OR 007E: 91LL PUTS ExaTWO W000 NE . Min. PWETPARON CF U mia PLYWOOD TMCON VRTH A Mcw 1-SEE SHEET 4 FOR TYfACM ' Rm D.. (YE SCNEmIE ON SNEEr 15) (SEE SCROMIE Mi 5 Is) EgSRNO MIN. 1'44' 1/2' MIN. CCI� MRMFORM TECHNOLOGY ENOTIFA A55EYMY, =`% WNL fD091 PLYWOOD Rm'0. M/ 1/1• Wn. PUTETMigN a' a-4WNIWO SECTNINS LM4 BE SNm O le' O.C. IINIAOEO ARIA Vn0 FLYN000 tGYPDIm W Mt! 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YH AYCNDR SPAGWa Yt¢OUtC ftll'JgVLAl10N5 W}0 MDRfD CWICREE[ Ofl Calai[R BEOCN WNL ON SIIEEIS R ! I] A4 uwRD BY SPAN µO OMER WAD (SEC NOTES I NZ MEW). a. WNWx SETYNTIWI TO tl uaIEE, f. PM A.9N E_I99a: NINO ZONE .—MMOZZ SPAWN M GWU a p e.Es• CENRRYML3� W/O D( NOW I ARu,E) BUR TYPICAL 31i BY BLAIN WORKING IN ..UNISONWITH a v uu DOW BLADE ,A FLORIDA BUILD NC CODE W I,II CEP A. T!(!�T -co-' A,S.S.A. Accc :_..� %7 E lLv. aAEe TILL1T TESTING h ENGINEERING COMPANY Amer)oarr Shutter Syforms sl * : nw xr. ma Ee. u.. wr. woua arnaon. waa.v:u AfeeG)aNallr IEIe. r OLO ` Pneaa : (5oa)e7I-f 510 . Fa. l (M5187',51, 4268 WOGlroadu Drive r uI«P9Pa.mm ,W�SI PDIm 8..3 FL 3J407 e ,o' ;;DCOfl10A; ' 4r"5P M-aw679 r Fsr�p��.•. `((�A� ISI MEER A VIDT J. PL. i!i."SF/AiC611a1O.T31Rk/DATE ItOPOA u. / Nller :TERM NEW. S16PLY, INC. n"YAi1rTu a Shutter Systen CR W/b ILV. VAN7(R/ PIALE W0RMJ1MNG No-19: Coastal Shutters And Otuff (7 7�335-9198 Port St. Lucie Florida- —lding Code Online GaNl HUI/.E p'Houl 08m p8P11 UIV 1S I Oti's fptiidCl UePN Flolyda Departments aCIS Home Log In I User Registration ' Hot Topics Submit Surcharge , Stats & Facts Publications hsines Professi I Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail R £�1ERGENp' 61 tt<MANAdFrPhEM a Application Type C7�hiCEdF"fHE': ' Code I`Ecf1ETAaY,b Application Sta Comments Archived I Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL6417-R3 Revision 2010 Approved Transparent Protection Systems, Inc. 6643 42nd Terrace North West Palm Beach, FL 33407 Frank Bennardo frank@ehgexp.com Shutters Storm Panels http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8Wajj2sm15VK l I3 W6bBYCLj 5oFS4%3d 3/27/2012 Fldfida-Bailding Code Online Page 2 of 3 Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �i Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE-0046549 National Accreditation and Management Institute 12/31/2012 Jorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received FL6417 R3 COI Cert Index pdf Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E330 2002 Florida Licensed Professional Engineer or Architect FL6417 R3 Equiv Equiv Std.pdf Method 1 Option D D http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Waj j2sm15 V K l I3 W6bBYCLj 5oFS4%3d 3/27/2012 Florida Building Code Online Page 3 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/16/2011 12/16/2011 12/26/2011 01/31/2012 Summary of Products FL # Model, Number or Name Description 6417.1 ClearGuard Non-HVHZ Panels ClearGuard Polycarbonate Storm Panels (Non-HVHZ Product) Limits of Use Installation Instructions Approved for use in HVHZ: No FL6417 R3 II Dwo.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See engineering drawings for design limitations FL6417 R3 AE Eval Rot pdf (allowable spans, mounting conditions, anchor options, etc.) Created by Independent Third Party: Yes II Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want'your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbor.state fl us. Product Approval Accepts: ON ® R�� i r Yirlslgn Trusled securit +tl;Tl�tci Yt P�IYY http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Wajj2sml5 VK113 W6bBYCLj 5oFS4p/`3d 3/27/2012 STUD AND/OR LEG DIRECTION MAY BE REVERSED 0.313' 0 0.313' a.6ae• 0 o.12s• � T TY. P � �j O 0.092'TIP REVERSE 3 ST F WIDTH UNLIMITED TOP MOUNT MOUNTING (CONN AS REQ'D) SECTIONS i� is 1� r •N_ POLYCARBONATE STORM PANELS (Non-HVHZ) GENERAL NOTES: 1) THIS SYSTEH HAS BEEN TESTED AN 0.100- 3/e' TYP 3/B'JM1IINN M]N, T $ haj —a` MA%LCOVEMGE—{ 83/4"MAX TOTAL WIDTH MOUNTWTTM HALF PANEL PROFILE FASTENERS FA NNos ` '3• ATE 11r 3'-0` V (SEE GEN NOIE ]) O.C, MAX z.aoa• {.].3)5' O.JBO' TI""-""pp..0l 0.3T5` T- { 0.665' 0.J15' �)5'z0•) ,^, CLOSURE L'�VP 7 A� 6• = I'-0• BUILDOUT 5 fiFv .l. 6 'F� 6' � 1'-0` D.BTS•i 03_5' F�- -5NO. 4F�1�' KEYHOLE WASH/EFI R�ED 8 WS-WI 6�1' 6' -M0-'I6 �I,34y0� PLANN VIEWSO � PMCT(ORNLA) C BOTTOM MOUNT 1 ` - - `� /' (CONN AS READ) --- I--� /'—I1 TYPICAL ELEVATION z KEYHOLE DETAIL 1 N.T.S. 1 N.T.S. AIT: FIELD DRILL 03/8` = r-D- UNLIMITED— T 1 SECTIONGNS SECTIO STRESS HAS BEEN USED IN THE MAXIMUM TESTED 4ENTS.TO BE USED IN cncv E TO WITHSTAND =THIS CE0.TNICATION AND 0 2 L,HALF,®DOWLE-WIDE) M H u MT BE MT DE MAINTAS MAINTAINED. n �Et STUDS AT MAXIMUM 1'FA RED BY CLEARONATE WW .LBEXIPUDEDITH F NUFACIFROM l % STABILZED TI11CM. B4.MS "DULWSI,3'3JRS1 � UM ITIM AMNIMUM OF ONE INC. zm,{..I -•NOTE: MR ALTERNATE ARCH TOP INSTALIATION$THETOPID ORU-HEADER SHALL BE OT IWO 6" MINIMUM ADTACEMSEGMFNb.FACMSEGMENTSMALL HAVEANOIORS SPACED PERTHEANCHORSCHEDULE, . WITH AMINIMUMOF(2)ANCHORSPERSEGMENT. ANCHORS SHALL BE TOP* 1-1/2' MIN ' FROM ENDS OF EACH SEGMENT AND SPACED 3'MINIMUM FROM ADJACENT ARMORS. FOR STUDDED TRACXS ONLY. THEPE SHALL BE ( + N.T.S. gMINEMUM OF(I)SND PER SEGMENT FASTENED TO THE STOPNPANEL I STUDS SHALL Be IACATED 2• MINIMUM FROM ENDS OF EACH SEGMENT. Gi ., CLEARMAXTN"DOUBLE-WIDE PANEL PROFILE HOUHTWRH 11 3' • I'-0' FASTENERS (SEE GEN NOTE fi) OR STUDS AT 13. O.C. MAX 0.196' T0.1x5' O.zeO• O.720' ~ 0.1 0.389• ALTERNATE /L. 'F' TRACK I3 6' a I'-0• 0.093'1(' TYF. y� II 1/4-20 MACHINE SOtEW SND% I n STUDDED ANGLE L V 6' � 3'-0• 0' /4' LE —z.aoo•—� ALTERNATE 14 STa 6• = 3'-0• (--�0.3)4- D.093' iO ....... —2-� TRACK ANGLE GV LW ALTERNATE ALTERNATE 16 U-HEADER U-HEADER N.T.S. 6063-T6 117 N.T.S. 6063-M 2.T91' 0.059' 0.843' ,�� CLAMSHELL COVER LV N.T.S. 6063-T6 x.T35' 0.09]' 1/4-20 STUD % 3/9' 0 6" O.C. �CLAMSHELL TRACKTRACK 6063-T6 %�tx.DDU•i Fx.000.7 1P Y J,P'0 0.300' 3.000•g 1.199' `3(I 12.00. 14.3%9q' MOUNTWITH n ALT. FULL PANEL PROFILE FASTENERS LG N.T.S. SEE GEN N01E6 O0. STUDS AT ( ) 13. O.C. MAX MAXIMUM PANEL SPAN SCHEDULE (POSITIVE CONN.) MAX LOAD I SPAN (psr) (ft) MAXIMUM PANEL SPAN SCHEDULE (W/ "H" HEADER) MA% LOAD SPAN (Rs0 (rt) 29.2 T-9" SSA fi'-0" 104 4'-0' MAXIMUM PANEL SPAN SCHEDULE (W/ "U" HEADER) MA% PRREESSURES SPAN POS(PeTITNE NEGATIVE lR) ) (n0 6'-3• 3S 38 S'-3 4B 4B 4'-9" Te 80 MAXIMUM SPAN SCHEDULE NOTES: 1. SPANSSHOWNIN'MA% PANEL SPAN SCHEDUIE$'ARE MA%IMUN ALLOWABLE SPAN$ AT FACH RESPECTIVE DESIGN PRESSURE. 2. TXE <POSITNf [ONNERI SPANSCHEWLE MAY BF USED TD OETERHINE MA%IMUM Al1AWABLE SPANS fO, PANDS IEUKDE0 USING AM' COMBINATION OF HOUNTING EMRUSIONS INVOLWNG A P03TTNE CONNECTION N,.< ALL INnTALLATIONS WHICH DO NOT INCW OQ Ptl "H• OR'U' HEADER. 3. THE <WRH'H' HEAOEfta SPAN BCHEOUIE SHALL BE USED f0R ALL INSTAWTIONS W11CH INCLUDE AN •H• HEADER. 9. THE<WITH'U• HEADER>SPAN SCHEDULESHALLBEUS®FOR ALL INSTALLATIONS WHICH tNCLUOE A'U' HEADER VERTOLLY. SPLA OIPKMTRION IS A�LWNYS PPEMRPENOfMAN R1OiNE OF ANCHOPAGE. - f 0 ANCHORSCHED �1 MOUNTING SECTION J� MOUNTING SECTION rT�\ MOUNTING SECTION p ]' =1'-0• VERT SECNDN 3' = 1'0' VERT SECTION 3 3 ]' - 1'-0- VERT SECNON HURRI-OUTT" EGRESS STORM PANEL DETAILS* i (•NOTE: SEE GENfPN.NOR d151 i r1 MOUNTING SECTION �1 MOUNTING SECTION j N.T.S. VERT SECNON 3 N.T.S. VERTSECIION ,1 S ZN Q �1 MOUNTING SECTION VERT SECNON NOTE: SNORER SYSTEM MAY BE ANCHORED THROUGH E%TERIORWALL FINISH TO HOSE STRUCTURE WITN AM MOUNTING CONDMON SHOWN NEAEIN AWMDIUM OR GALVANIZED STEEL SPACER • 0.EQUOTHER ALLEAB EFIMF.OR - m OTHFA MALLEABLE FINISHES. • OPTIONALFORSTL'C(O�BPICK,OR OTHERRIGIDFINISHES. OWIONAL METAL BONDW i WASHER MAYBE USED W THE EM ED/ INNMWE OF THE PANE. •. � �IIMII,•i MOUNTING SECTION THRU EXTERIOR WALL FINISH rf'� (BRICK, ICF, EIFS ETC.) 3 N.T.S. VERT SECRON 1E3 LEG AND//DR STUD DIRECTIQV MAY EE REVERSED FOR IMERIORMOUNT MA)( MOUNTING SECTION \ d//3--Vb VERT SECRON BUILDOUT MOUNTING DETAILS Y"TAPCONS (ITW OR ELCO) SPACED PERTABLE l: • STAGGERED (SHOWN):a • NON-GTAGGERED:Q i (NON-STAGGENEDANCIORS r1'x]1ya•, 2TI Sf10.LL BE PLACED AT CENTER OF / 3•x3,>x• A .MINUH BI THE BUILD-OUTTUSE) i - / `a14SMS SR, ---.. TEXISTWG NOSE STRICTURE .- .. r1 MOUNTING SECTION AMOUNTING SECTION 4 3•-210• VERTSECNON aj N.T.S. VERT SECTION W,OR 6 worn D PER TYPEQ 2•MIN FOR STAGGERED : INSTALLATION 10 A 2• MIN MR STAGGERED EQ INSTALLATION II 11 EXISTING HOST _ "TAPCONS(ITW OR ELCO)� ` TRAIX APPROVED Hf SPACED PER TABLE 1: • STAGGERED (SHOWN): Cl 814 SMS SPACED PER • NON -STAGGERED: C2 TA8LE2,CONNTVPE( (NON -STAGGERED ANCHORS SHALL BE PLACED AT CENTER L OPTME BUILD-OUTTUBE) BUILDOUT MOUNTING DETAIL i 4 N.T.S. VERT SECTION TABLE 2*: BUILDOUT ONLY 130 OF S---SP Upspns LOAD TY (ml) IXTPE NNE Tp a CL a CI 30 38 j�3.0NV 0" 330R.1" 4P.0"13.0' 12.2" 9A" 105.0 10 NOTES: 1. TABLE 1 AND 2 APPLY ONLY TO BUILfXIOT MOUNTING DETAIL (7/ 2. TAPCONS SHALL BE INSTALLED WTDI THE FOLLOWING MINIMUM EMBEDMENT: • TOCONCRETE:lY.-MIN • TO HOLLOW BLOIX: 1%- MIN • TO WOOD: I%- MIN 3. REFERTOSHF6FORADDITIONAL ANCHOR NOTES. 4. THESE MOUNTING CONDITIONS MAY BE USED INDEPFNDENRY OF ONE ANOTHER AND IN OOWUNCTION WITH OTHER MOUNTING CONDITIONS/DETAILS DEPICTED HEREIN. n �� Ow i'. L 1 MOUNTING SECTION J N.T.S. VERT SECTION 1 1/' MIN EMBEDMENTAND YV MIN EDGE DISTANCE EO R. EXISTING EXTERIOR FINISH 1 12 �KB EXITING 1( � a GIA2ING 4L W PLUM-6063OR 4'•6063-T6 MINIMUM ALUM PLATE SEpAl2p�a SCHED WOOD TRUSS 6 MOUNT DETAIL 4 N.TS. VERT SECTION Bi at 2�. EXISTING PASS a THRU WINDOW SILL § TABLE 3: WMARB � C`) -6 T EN y IIW M•All. -SETWIPOINTS #14CRE WOOD I TAPCONS WITH SOL10.5ET WRN SCREWS WITH I lY�MINEMBED 2%-MINEMEED lYf MIN k I Y2055 THRU PENETRATION II BOLTS AT I2• CONC I CMU CONC CMU W000 -1—i (2)2NSN%-OR 12" O.0 I 11.O.G 12. O.C. EMBED. ' 2NSW.- 063-7 ALUM AN(RF(AY EXISTING HOST 'SEE TABLE 3 IT STRUCTURE: HOLLOW ANCHOR SPACI BLOCK, CONCRETE(3K51 -" MIN), OR WOOD (G-0.55) PASS THRU 7 WINDOW DETAIL 4 N-TS• VERTSECNON 8 CLOSURE DETAILS 121 1/4• MAx --Y IWEXI9TING HBST STPVCNRE %11 WALL MOUNT CLOSURE $ 3• = 1'-0' PLAN VIEW EXISTING HOST 11 21 STRUCNn TYP r1'TO3' V R OVERMAN ANCHORS AT 12.0. O.0 FOR P-S90MOR LESS, OR AT S.9. O.0 FOR P=120pF1 OR LESS (USE AN RUMOR FROM ANCHOR SCHED) TRAP MOUNT CLOSURE 5 I'=I'-0' PIANVIM FI11VIMUM 51AAN TOP OR BOTTOM MOUNT SCHEDULE WRHOUT CIASURE �e c ONE (1)QOSURE AT TOP OR BOTTOM i F 8 o A >G m o= ' p0uI OUI DIRER MWM STUD ANGLE WPIIMOUM 32" 32" 30" OwO • 33" ]0" 35" 30" 30" 33" 30" 30" ATRAaNGLE REVERSTUDANGLE 32" Ol� B.O. 2a5+SNDANGLE 32^ 30' 8.0.'I"TERM 32" 30" 'H•HEADER STIR,Off+STIR,ANGLE RAP MO 30" 3P 30" 30" 30^ 33" 139" 30. " 30 30• 30" 32" 130"1 30" 30" 30" "I11V11VIUIVI bPAN >CHEDULE O TOP/BDTFOM CLOSURES BOTTOM MOUNT o �€ g� m Nv DIRER MOUNT 53" 32" SS" 32" 32" S]" 30° 32" 1- SNOA GLE WALL MW ]2° 30^ 33" 30° ]D" 30' 30" O2 TRAIX I"' BS" 30" 33" REVFRSILIDANGLf 33" 30" 33" 30" 30` J2" 30" 30" t1 B.O. 2A5+SCUD ANGLE O B.O. R Rp• 32" 'M HEADER 30" 30" 3D30" SNDANGLE AP MIX 31 T4 PANEL OVERLAP � c /N.TS. PLAN VIEW MINIMUM SPAN SCHEDULE NOTES: Vito,1 I. SPANS SHOWN ABOVE ARE MINIMUM ALLEWMI,ESPANS BASEDONANY ROMBINATION OF MMMING CONDITIOXSATTOPOREOTTOM. PANEL LENGTHS LESS THAN THOSE NOTED IN ' TABLES ABOVE ARE NOT ACLEPTREE. Z4 2. NO SEPARATION FROM GLASS IS Il JWWw( REQUIRED WHEN PANEL LENGTH M W GREATER THAN THAT NOTED MR E EMOUNIMIGOOMBINATIONS e BO ABOVE.. A 3. SIDE DLOSURES REQUIRED IF GAP BEIWFEN PANELANO SWUCNPF HORIZONOLSTANCESHOWN HOWIONALSECTIONDETAILS L DETAILS 6/3, AND I/3). 9. TABLES ABOVE ARE VALID FOR VA PANELS MOONED HOW ZONALLY OR VERT S. OFIBO OM QOSURB MAT CONSISTOF RSISTOF NONSTRUCNR (0-018GAW STELLOY 0.022'MIN O.M' SHEET'MN)WH OF 3HEETAWM EFERENCE DEII SLS HEREINR 3004-H34. REFERENCE DETAILS ryERE1N yy FOR DBRIMION OF TOP/60ROM CLOSURE MBUNTING REQUIREMENTS. 6. STORM PANELS MAYBE INSTALLED WITH A 12" MINIMUM SCAM W VRu EXISTING HOST BTRURURE ANMOVMIRENDINMAY BE USED. ENDD QOSUREMHAY ALSO U-NE DENSEST H MADANGLES, U-HEADERS, OR H-HFACFAS. MAI( MA% ZN2• (MINIMUM) • _ CONTWUOUS ANGLE FASTENED WITH SAME WINGNIN USED TO FASTEN PANEL TO MUMHNG EXTRUSION O0. DIRECTLY TO H06T ANOIORAGETOHOST STRLMM STRUC LIREPER MOUNTINGSECTIONS sQBUILD-OUT CLOSURE r� TOP/BOTTOM CLOSURE P— � 3' = 1'-0• vLAN VIEW 5 N.T.S. VERT SE 1 � ANCHOR SCHEDULES 2- MIN EDGE DISTANCE �r0 Ti ANCHOR WAD Sobm CONN UO To 6'-0" ttPE Spa�NWE6" S�CWIN TYPE I/4' TAPCON (ElC00R IM) WITH 1-3/4' EMBED 30 3B 13.0" 13.0" 13.0" 13.0" 130.0" 13.0" 13.0" 13.0' U.0" t].0" 13.0' IJ.0" 13A" 1].0' I p 13.0" 13.0" 1].0" 3] 0" 13.0• II.D" 33A" 12�.0^ I1.0" 1a (3192PBI MIN CONC) I1.0" 10.0" ]0.6" 13.P 11.9' 54 13.0` 13.0" 13.0" 13.0" IJ.0" I].0" 9.9 I0.5" 1].0" f 1.]• LJ.P 9.0' fO.Y 13.P t1.6" 11.6• 1/4' ELCO PANEIMATf WITH 120. 30 13.0" 13.0" 9.B" t3.0" 10.3" 13.0" iJ.0" 13.0" 11.6" 1].0` t3.0` 1].0" 9.0 13.0" 30.3. 3.0" 13.0• 13.0" II.6" ILP' 13.P' 98" 1p.3. 1SM 11.6° 1-3 9' MIX EMBED (3350ps] NIN WNC) ]B 13.P' 13.0" ]].0" 13.0. 1].P 13.0° 13.0. 13.0" 13.0" 1].0° I3.P ISO` 1].0• 13.0• i3.P t].P IJ.P fS0. f30• 13.P q) 13.0. 33.0" 13.b' 13.D° ❑.P 13.0" 13.0' I3.0" 13.0" 1J.0' 13.0" 1].0` t].0" 1].0• t].P * 54 ]].0" 13.0" 13.0" 13.0" 13.0. 13.0" 33.0. 13,0" 13.0" 1SP 13.0" I3.0. 13.0• IJ.P 13.P x 00 I/9-20 ALL PoINR SONG- SET 30 33.0" 13,0" 13.0" 13.0' I1.0" 13.0" 3.D 13. " 13.0" 1].0" 13.0` 13.0" I3.0• I3.0' 13.P WRH )/6'MIN EM0E0 3B 13.0"13.0"]3.0"13.0"1].0•I3.0"13.0"SJ.O"13.0"I1.0"]lA'13.0. 13.0. 13.0"1J.0• (3000p51 MIN CONq 9> 13.P' 1].0" 13.0" 13.0" f3.0" I3.0" 13.0" N[ M1hiM 94 I3.0" 11,0" I3.0" 13.0" 1].0" 13.tl' 13.D• 13.0" 13.0" 1].0. 13.p` 13.0. 1].0" 11.P t3.0• I/4-20 PoWERS CAN( -IN 30 I3.0' 13.0" I3.0" 13.0" 13.b' 3.0" 13.0" 13.0" 33.0. 13.0' 13.0° 13.0" 13.0" 13.P 13.P' 13.0° I3.0" 110` 13.P' WITH )/B' MIN EI1BE0 38 13.0" 13.0" 13.0. 13.tl' 19A• 13.0" I3.0" I3.0" I2.6" 1E.6. 13.0• 13.P f3.0" 12.P IL]• Mr (2000ps1 MIN CONC) 4] l].0" 13.0` 13.0" 1].b' 13.0. 13.0` 13,0.13.0" 10.2" (O.P I3.0" IlA" IJ.0'• 13,0. 0.9• 0.r „; M1flilll '�+��L�LY. 54 13.0. 13.0" 13.0" 13.5" Its• 33.0" 13.0" 13.0" 0,9" B.P 13.P 13.0" 11W I3.0" B8• 0.0• IV B.e" 120 13.0" 13.0" 13.P' 6.6" 0.8" I3.0` 13.0" 33.0" 0.0" B.P 19.0' 1J.0" 13.0'• B%' O.B" 1/4' TAFCON(ELCO OR W 10.9• f0.P tO.P ID.P IO.P ZT ).]• U' 22• ].r e.Y 0.6• 6A. 6A NWJ WIEX l-1/4'EMBEO J9 e.b' 4B' 40' B.P a0' B.1• flf• 0.1' 41' B.1' IP J.Y J.P 4A• aP Sp' i� 4) ).P ].P ).P ).P )A' 4P SB' 4.6' 4.B' 4B IA' SO' 4]• y4• G 1A 0.1• 4.]• 41' B.1' J.P B.l' 4T B,1' ]A' 4A• 4.T ].1' JA' IA' 4J' 14• 14' 4]• 4.]' SP SP 4A• 1.3' 14• w I/4'ELCO PANEIMATE FEMALE IMLE OR ]0 11P ISO. 11P ISP 11.P lOP 10,P IOA• 1W' 10.1' LB' )A• iY 2,P LP FLU3) / I-1/�• MIN EMBED JB Il.p• 11A' 11.0' 1fA• 111 B.Y B.3' B.Y 4Y O.T G1' 4.P 4.P 4p bT 4] M Ba• v.4• OA• vA• 44• BA' b.l' 41• B.B• B.1' B.l' 1P 4.1• b.r 40• 3^ IIC O lA B.Y flT• 4Y J0' flY 4.1' BR' 0.T aY 4A' 0.B' ep• JP SP 4,f• bA' 1.6 6.T SP 4,1• 6.]' 4.Y SLT WITH )/B'MIN EMBED 4,1• Sr 4A' 0.T SY 1p er 4.B• ]B f].P 11p 1J.0' 1).P I30' 1J.P 11P 1JA' 11P 1J.0' 1SP 11.4. 13:0' f1.1' 11.1 �Hf�3T2yy��II 'rt�y Q bl 11P fa0' ISP 1].P 1JA' 11.P 1JA• 11P 1J.P 13.P 12P 1].P 141• tOd' t0A' 10A' ,y, 11P ISO' 1].P t].P 11P 141' IO.r lOR 114' 13, 161. It 14P 104' 130 1].P 141' foP tM• IOA' 11P 10.1' f0Y 104• I.- 13.P 10.1• It 10.P IOA• ANCHOR SCHEDULE NOTES: 1: 1/4'TAPCONS MAY BE BY IM OR BY ROD. •ELCO PANE111ATE' ANCHORS MAY BE MALE, FEMALE, OR PANEL -MATE P S, AS MUSTRATED. HEAD SIYIE NAY OE SID I3/32. OR WASHERED 510• ME% HEAD. CONCRETE B TO HOLLOW BLOIX. EMBEDMENT AND Altu KEYHOLES AND LESS THAN OR EL M. MIDI ARE NOT AOM"ABLE FOR USE. EMBED MACMINE m SCREW W/ 1-1/2• EMBED 47 13.0' 13.P 13.0" 13.0" 13.0' tJ.b' 13.0" IJ.O' 12.6' 12.6° 13.0. 10.2" IO.B^ 10.9' 10.9• 54 13A• 0T RE 1J.0 IJA' IJ.P ]03' 149" II.D' 11.0. 13.b' 10.2' 10.0" IO.Y 10.9• E 120 Il.b' 10.2' IO.B• 10.9" ]0,9" IJ.O. 10.2• 10.P 10.9' 10.9" 13.P ]0.2' 10.0" IO.P 10.9• p 0 1/9• ELCO PANEIMATE 30 13A" 1J.0. 13.0° t].0" 13.P I3.P 13.0' 1].0' 1].D' I3.0' (FEMALE MACE OR PWS) 38 13.0. 13.0' I1.0" 13.0" 13.W Lw 11P 11.b' Il.b' 13.P'12.3• P W/ I-1/�" MIN ET1BE0 92 1].P 13.P 13.0" I].0" UAW13,0" i3.P 12A• 13.0- 13.P' IJ,O" Il.b' 13.0" 13.1" 12.r j4 3C 54 13.0 13A" I1.0" 13,0" 13A° 13.6' 13.0" 13.0' 12.2- 12.2" 12.1" fff009"' O 320 13-0° 1JA• I3.0° 12.1" ILI" I1.0" 13.P 13.0" 12.1° 12l" IJ.P 13.0' IJ.P' 321' R.l" 8 1/4'VGA 4yCpRNyGA 90 T3-W I1P 57 I3.b' I3A' 13.0" 130 I3.0" ].P 13.0" 1].0. 130• IJ.P' 9.B 9.0 00LTW[F9N 2-YB'IIfEAD v .an. .... ....,. .•__. ___._ 6 POSITIVE CONNECTION MINIMUM GLASS SEPARATION SCHEDULE H-HEADER MINIMUM GLASS SEPARATION SCHEDULE GLASS SEPARATION SCHEDULE NOTES: U-HEADER MINIMUM GLASS SEPARATION SCHEDULE MINIMUM MINIMUM 6"M 3.98" 9.1L• I/1 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2"/12" OR >= 10 nFrRFFc PROJECT NAME: C/Se-K NOA or FL# - as - ADDRESS (-32 0 Lan t %.(71, NOA or FL# 7 -t? CITY/STATE Fl, c ``. NOA or FL# CLADDING TYPE: 6v 0 04/ x Id t p 2 NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vult) 160 NO, ��AL�ESI�N�1i1tINb,S�`PE�D�{1tas�+..alp`".�''�z�12dN"j EXPOSURE B MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.85 ROLL DOWNS, WINDOWS, MULLIONS, HEADERS,STORM BARS etc. TRIBUTARY AREAS ENCLOSED _BUILDING GCpi= +0.18 • ' "!<=10'SF 11SP=><=20SF ,• ` '21S0=><=50SF POSITIVE PRESSURE (ZONE 4+5) 41.0F;` 39.2 l 36.7x Iv NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 �3iT 0 -47 9 mZ`8 7 =45.2 NEGATIVE PRESSURE (END ZONES) -61.7` ,T;Q+ -57.5 ', -52.0 tt3d P•ARTIALLY;ENCLOS�D BUILDING• GCpi= +0.55 < 1oSF : ' •' 17SF=><=ioSF 21sF=>a=50SF POSITIVE PRESSURE ( ZONE 4+5) 63.9 3 52.0 49.6 NEGATIVE PRESSURE (INTERIOR ZONE 4)1-76.1.1 -64.4 g f -62 3 .ia= 3 -59.6 _ r NEGATIVE PRESSURE (END ZONE 5) 1 a x _72.0 x LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 5/l/2012