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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: DATE FILED: PERMIT# REVISION FEE: — RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL P%-W2 (772)46245 APPLICATION FOR BUILDING PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 9 CS CON/�� p� p�r /��C'G 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 1,=R©ten: /�5 2ccoe ale ti'C' 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#: BUSINESS NAME: ( 3r/,k/i,,�72 QUALIFIERS NAME: MIrY licefl, `iJr:�Gmt ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC:9/23/09 Revised 04/26/2010 Florida Building Code.Online Pagel of 2 -� t BCIS Home f tog to j User Regtstratiotl � Not ToPits Submit Surdiarge ; Stats&Facts' Pu6cations i FBC Staff BCIS Site Map I Links Search' 3-usines-4) Professi al , E.-. a�p'o Regulation KMMv7WTXZZ= Fratort MAn 1>Frixiuct or anollcittoB A.•arch> IJ%t>Appliution Detail �t s" E -"`• r. FL a FL12246-R3` Application Type. Revision Code Version 3034 Application Status Approved Comments Archived i Product Manufacturer Expert Shutter Services,Inc. Address/Phdifoa mail.. 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 cailexpertOaot.corn Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representatives Michael Heissenberg Address/Phone/Emall 1626.SW Biltmore St Port St Lucie,FL 34984 (772)871'1915 Ext lab CallExpert@aol.com Quality Aourihi:a Representative Michael Heissenberg Address/Phone%Email 1626 SW 511more St Port St Lucie,FL 34964 (772)871.1915 Ext 106 CallExpert0aol.coin Category Shutters Subcategory Roil-up Compliance.Method Evaluation Report from a Florida Registered"Architect or a Licensed Florida Professional Engineer di Evaluation Report-Hardcopy Received Florida Engineer or Architect.Name who developed.the Walter A.Tillit Jr.,P.E. Evaluation-Report Florida license; PE-44167 Quality Assurance.Entity National Accreditation and Management Institute- Quality AssuranceContract Expiration date 12/31y2016 Validated By John Henry Kampmann Jr. ✓? Validation Checklist-HardcopyReceived Certificate ofIndependence fLl__,_�?'?a,_-i''t C(tI FXPFRT�FtL'TfFRSPR4 CE5 ItyC MAt1T[t-l7SRC'iEtFGSti i3'tEi� SYSTPM C t rP.WC 15.071nrr Referenced Standard and Year(of Standard) Standard Year SECTION 1609,1.2 ASTM E-1996,E-1886 2005 SECTION 1626TAS 202 1994 SECTION 171 5.5.3 ASTM-E-330 20D2 Equivalence of Product Standards Certified By Florida Licensed'Professiohal Engineer or Architect Sections from the Code http://www.floridabuildinglorg/pr/pr_'app dtliaspx?param=wGEVXQwtDgVZRN.Le5g40V... $/20/2015 ENFRAL NOTES' 8 Anc" S sKu, EE TASTILY!}ritmrn AU,:or THE mcouUENOATIONS AHD s?£CIflGUIONS OF THE ANCHORS MANUFACTURER, 1,PaIU11LU5`ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMEH€:(P.E.D.I 11.5 BEEN 9.ANCHORS REOM900 FOR STORM PPS CONNECT". SHALL 6E A9 SPECIFIED ON A.GPLt�LE SLCTICNS S!ON4 ON SHEET 9, S'=Rfa"IED MR COMPLIANCE IN AL:CORUANCEWIIH THE 2014(Stn EDITION)OF'THE FL DA Uw-90 CODE -3/81eAT T/4'eux-46 kAfLtFACTt7{tED BY P6i(£R FASTENERS;INC, AW rtUs ROLLING MUTTER SYSTEM SHULL;NOT BE INSTALLED AT RV4 VRCC'TY IIURR.CAS--�ZZONES(LLMIDALE 9/4'¢z'3/4`SOUR-SETMAN4kACT;RED'8Y'ALL PDT,INC, JM'NAAO COUNTIES). -3/8-E KWIK-80Li-7 MANU;ACTUR£A BY€8L77,INC, DESIGN-W'IND LOADS;SHALL BE DETERMINED;AS PER SE=A. 1669;OF THE ABOVE MENTIONED CODE. -5/16"4,TAPCGN MANUFACTURED.BY MI BUIDEX;INC FOR BASIC VAND'SPEED.AS RECORM BY THE-JURISDICTION WHERE TOM-SHUTTERS WILL BE INSTALLED MNWUM ECCE DSTANC E AHO.SP.KWG FOR ALtOYE MM11ONED AWORSSHALL BE AS INDICATED BELOW OR AT ARM MENVDN£0 SHEET. FOR k D.REC`IVtlA.LRYfACiDR Kda065 USXO.,ASCE 7-10 FOR RISTAUATIORS UNDER 2010 FBC EDGE DISTANCE AND EMBEOUENTS ARE BEYOND ANY FINISH'MATERIAL . AND SHALT.NOT EXCEED THE,MAXIMUM(A.S.D,)DESIGN PRESSURE RAnCS'L"AIA,E)ON SHEETS 15 THIIU 18&26 TIM 2f, EMBEDMENT IN ORDER TO.VERFY THE ABOVE CONDITION.ULTIMATE OES?CY WHO 10;05 OE€ERM14ED OR A&7-1C GROUT FILLED OR SHILL BE FIRST REDUCED M.ASA DESIGN WIND LOADS By MULTIPLYING THEM B1'0.6 IN ORDER TO ANCHOR SP:lf'ANG 0 100%. EDGE INSTANCE 0 100% CONCRETE CONCRETE BLOCK X: 10-COMPARE THESE Wj W (AS.D)DESIGN PRESSURE RATINGS P10ICATED'ON'SHEETS 15 THRU 13,k 20 THRU 26, 3/5.0»11/4'CALK-B1 3,3/4' ,4 1/2' T 1/4113000 Psi} NOT ALLOWED. x/4'0x3/4"SOLID-SET 3' 1 7/B'(3!X70 psi) NOT ALLOWED 2. RN'ORDER TO VERIFY THAT COMPONENTS AND ANCHORS,ON THIS Rr-O,AS TESTED WERE NOT.OVERSTRESSED, 3/8'n,KmK BOLT'TZ D' 4' 2 1/2'(3006 pc;)� NOT ACLOWEO IL 31,4,MCREASE.i ALLOWABLE SSlRESS:FCW WWD LOAM WAS&USED IN THEEIR:AMALYSIS,FASTENERS SJsG b TAP= XL 3 3pA' 3 I/$" ? 1f4-(?7399 Pri) NOT ALLDWED SPACINGS 10 WOOD HAVE BEEN,OETERWN£D IN ACCORDARC£ N:D,S.2012, NAUTILUS ROLLING SHUTTER SYSIEM"S ADEOt%-.Y FOR IMPACT AND CYCLIC RESISIA'NCE HAS K64 VIERFIED.IN ACCORDANCE WITN'SECTION 1609.1.2 OF'TWE ABOVE.MENTIONED CODE AS.AMEMCAN TEST!AS OF SOUTH, 10,AbMCHORS REOUI3£0 FOR MULLJW CONNECTIONS SHALL BE.A5 SPEC mo ON.APPLICABLE.SECTIONS SHDY1t ON SHEETS.10. FLORIDA.REPORT R 103001-OB AS PER ASTU E 1996-OS.E 1888-05 ANDRE 3"STANDARDS.OUIIIFIINS IDA, 11, 1w 12.12A. 13.&.13?: INSTALLATIONS TO WIND ZONES 1,2.3&4,MISSILE TYPE O.AYD ONLY APPLICABLE 10 BASIC PROTECTION -.KW%.BOLT TZ EXPAV510N ANCHOR f,, NUFACTUREG BY HILO,LR'C. INSTALLATIONS.AS DEFINED 0Y SECTIONS S.Z.IA.1.2;1.2 AND S.3 OF ASTM E 1096 SLE SHEETS t9.N 20 -HUS-11 SCREW ANCHCR MANUFACTURED.RY X-111.INC. FOR'ADDIVONAL UMITATIDNS. -WEDGE-DOLT ANCHOR MANUFACTJRED BY POYER.FASTENERS"INC, 3,ALL ALUNiN m crRusiouS SHALL BE 0063=T'6 ALLOT(tR:LFSS"ammwtsooOT'E0).SEE SHEET 2. MWIMUM EDGE U¢TAN:E AND SPAMNC FOR.ABOVE MENTIGNED ANCRORS SHALL 0E ASANDiCAIED R:.LCN±OR AT ABOX'MENTKINED SMEEt EDGE DISTANCE ANTI EMEIMMENT5 ARE BEYOFND'ANY PNISR MAIERWL. 4,ALT.SCREWS(EXCEFF,END RETENTION SCREW(c TO BE StAINLE,SS STEEL 304 OR:316;SERF.WITH SD_kis £MBEDMErFa O 100X, YaV SMEt#W#A*AHD 90 AAI TAE aSiLE"STRENGTH IR CORROSION"RESISTANT COt1EU'CNt80k STEEL,AS PER DIN GROW flL1t0 OR .`.DUE ALL S.03:ARE TEK SCR,.=WS MANUFACTURED-BY�ITW OUILDEX 4 SHALL COMPLY Wf FLM,6A BUILDING ANCHOR SPACING 0 10D.- EDGE DISTANCE 0 TOM CONCRETE CONCRETE ELOV CODE SECTION 2;11.3:3.4 3/4'0 KWIK DOLT TZ 27.. 9' 4 3/4'(3000 Ati). .NOT.AU.C%TD S,DOLTS TO BE ASIM A-307.CALVANLZE10 OR ANSI 304 O,R'316 SERIES STAINLESS'STEEL WRFI 3R EST MINIMUM 1J2'0.I(W1K BOLT'TZ 22 1/2' 7 1/2' 3,1/4 (3000:PS) NOT ALLOWED YIElD STRONGTH, 3/8'd KWIX MY 72 8' 4 118' 2'000o PSI) NOT ALLOWED 3/$'d tiu$-H SCRvAF 4- 5 2 (30D0 PS!) NOT ALLOWED l€,NAUTILUS ROLLING SHUTTER SY51E4 DEARS U.S.PATENTS K095,225 AND 717,409,980. 3/6a wEom-B^.LT 4 1/2' 4 I/2" 2 1/2-(3601 PSI) NOT ALLO:SEA 7. u7CwCR5 TO WALL FFAI SIOE'R4IL SHATI,0E A5 FOLLOWS: iIro HlyN 1Yfi.TI OR>1 m'fa.t 47 6•_ r(3a00"SO h'%ALLOWED - 5/a-c Im+SOAit OT"=oil 7 1p2' 71/2" 21/2-•.(3900 PSI) NOT ALLOWED -(A}.TO EXIS':1tk;PDMNEI#CONCRETE=tA;tl:300E pai COMPR£SStVE STRfliGTe1- 11.THE.iNSTAILATION CDT"CTOR IS 70 SEAL/CAViK ALL 0060CT C-WCNENT EDGES WHICH REMAw W CONRNUCUS CONTACT vtON THE 80LDtNG -5/16'a TAPCON'XL ANCHORS"AS,MANUFADTUR-E0 BY ITN OV0EX,INC. 10 PRMNT WNID/RAIN 1NTRUSICN.;CWLK ANL SEAL PRODUCT SRACKS ALL AROUND FUD,LEBOTH, ?LW1tf 601;r 3 A4t31C1iS AS Mtwt,UFACTt7R££}E1Y#T:LTI,TNG. 12,It SkAa'SE THE RESPON361UTY OF THE CONTRA„"TOR470 VETHFY THE.=IaCNESS OF THE SYRUCTURE WHERE PRODUCT IS TO BE ATTACHED 70 A.t}MRaIMUM EMDEDMENT INTO POURED CONCRETE 5rW3,D£: tNSURE PROPER ANCHORAGL THIS PRODUCT"GM.L CULY:M-ATTACHED TO CONCRETE.CONCRETE BLOCK OR WOOD FRAME BULDaGS. - 2.ip4-FOR S)16'0 T' N XL ANCHORS&2 IJ2'FOR 3/8'A KWW BOLT 3 ANCHORS. $1,1NiS PRODUCT'S INSTALAMN SHALL CO€4:LY 157TH ALL SPECS?NNOATty7 IN THIS DR4tttttw PLUS AVe OOLDINC AND ZCN:NG REGULATIONS.PROVICEO NO EMBEDME'tti-IARC STUCCO SHALL BE,CCNSIL'F:RED As PART CF THERECIARED'EUBEOML7tT, BY THE 4U.3€£C!GAaN WHERE'PERMIT IS APPLIED 10. A2)MINIMUM,EDGE DISTANCE(EA)INTO POUREO,CONCRET£SFMLL DF.: r 14.UFITING MECiIANISM No.-! PART OF THIS,APPROVAL. A-FOR 5/76 O TAPCON XL ANCHORS&S FOR 3/8'0 KMX:BOLT 3 ANCHORS,EDGE C3TAF:CE IS B"YOtNC ARTY FINISH MATERIAL, 15.(o)THIS P,EOPREPARED ELY THIS ENGi7Y£R IS GENERIC AND GOES NOT PVOY.DE INFORMATION FOR A SDE SPECIFIC 101 Cr T_s„W11ERe IBE SRE A:3)Tta CASE-THAT PnCASST STONE.PRECAST CONCRETE OR.BRACK PANELS,VMEER.OR PAVERS BE FOUND ON CONDITION$,%VKATE�FROM THE P,£.D, SUI-K'PANEO WALT.Cf?FLDOR;A3aC1TCRS SHALL DE LONG ENOLk-,H'fO REACH TH£MAIN STRUCTURE 8fT11t10 b CONTRACTOR 70 BC REEPDN9:3tE FOR THE SELECTION,PURCHASE ARD INSe'AUAFON INCLUCANG Lir WET:OF THIS PRODUCT,&'+SEI ON'THIS St4'.H'PANELS, {..)P,EA.PROVIDED HE/SHE 00-5 NOT.Q-MTC FROM THE COtInnDNS MTAUD ON TH15 DOCUMEM.CONSTRUCTION SPFETY AT SITE is THE (0)10 EAISTING GROUT RUCO CELL CONCRETE BLOCK VALU ASTM C-9D COMRACTOR-S RESPONSID&IM -S/16-0 TAPCON XL ANCHORS,AS MANUFACTURED BY.ITW DKDEX,INC. (E}THIS P.b.VALL.B£CONSiOCRED:IUVAL,O,IF ALTERED BY MAY-MCMS. B:l)U WUU EMBEDMENT OF 5/16'0 IAPCON XL ANCHORS>INTO THE CROJT FILLED"CELL CONCRETE BLOCK (0)Slit SPEL1Fic PRO.scm SHALL BE PREPARED BY.A FLORID!?REGISTERED ENCWECR_OR ARCH,ILECT10CH W1L BECAME THE ENGINEER OF UNIT SHALL BE 2 1/4'. R£C0R0(E.O;R)FOR THE F#T01E,^.T AND who*LL 13E RESPONSIBLEFOR-TTiE PROPER USE OF THE P.f.O:,ENGINEER-4F RECORD.ACTtH7.^a AS NO EMBEDMENT WTO STUCCO St1ALL EE CCt.NnDERTA AS FART CF THE,REOUtR£D EMBEDMENT-, A'DELEGATED:ENO%EER'7) ENGINEER,'StW.t WBM3 TO THIS LATTER THE:SITE.SI:ECGIC GRAM-�L FOR RENEW. 0,2.}MjflWUM,EDGE OISTANCE(E.D.)OF S/16.0'TAPCON XL AIaCHCRS INW1 GROUT FILLED CELL CONCRETE - -6LOC!t.t`IALL BE 4*.EDGE OMAME rS,BM40 ANY RNLH MATERIA?, (4)'.RE nP.D.WPREPAREDEAR THE 04TE:AHD ORMVKL SGAL.AND SfI5UATUFX OF THE FTtOFEt£tatiPl,ENGINEER OF rL 8.3)-7N CASE THAT PRECAST PANELS: ALL.BLACSTONE,PRECAST CONCRETE-CR�SR1CK PANELS.V£taEE'R OR PAVER-.BE.FOUNC 4NTHE 1&,PROIrUCT M.t.FiUFA#.:TUtiEYS f1A'tLL.SlfAtt i3E-t:OCATEDO:T'A REAO�LY VISIBLE LOCAT€LOCATIONAT-PRODUCTW ACCORDANCE WITH�SECTION 710,000?09a0 CW.1 OF� SGCH€ "SUI EXTSTD#O WA:1,CR.FLOOR,At.`CF10R5 SHALL BF.LONG("DUO"TO REACH THE 7 WN STRUCTURE DEHi6ND ROMDA DOilWiti COOC.ONE 1ASEL'SHA PED FOR EVERT OPENLNO.'1ASEUWG 10 COMPLY WITH SECTION 17)0"B:2 DF THE FLCRtOA . (C)TO EYwms WCOU FRAME SUtOirtC:", LICE Po NE-FIR-SOM(0-0.36),DMXLAS-FIR-$Wild(0-0.46)OR ,,0g,tot SIy*'.1. a SI TE USED-' Sot€THs7Ua PINE!i2 W/0 a 0.55 Mit7, l A'. fN The STATE C7f^AZDr�'FS7 FLORIDA'BLIILIiNG COOS(Nan N#gn Yekclty Burt{:ana 2a.Ar) -5/18'0 TAPCCN KC ANCHoRS..As vmwAC uai)DY RW 8ULD X,IRC: z Sfi czars.0cco wc. t, 1+l +�v w'unrl m: ,-I)M1kiMUl4£.M$"cDM£NL 4F TAPC1.N XL ANCHORS,IN70 THE W000'RIAfE,R2iT St+A BE 2 1/4-P ttSlr.•kL • �Q���i I LA J fR.L THREADEDPENETBADON. ` - Aw yrA Railing:Shotter system wrfena No EUB.DMENI INTO RASH MAE£HML St<ALL BE CONSiDERM AS FART,OF 1H£REOUIRED EMDCDMEIENT. _� _ .. *..."7 1LC O INC. - cIIC C.2)MMIIUM EDGE DWANCE E.D: OF 7APCO4a ANMJC46;000 WOO',SHA„;.BE 2 s 4'.EDGE DiSTAKE 15., z "rtuT YLrnuI a ENatv[LAfvc CgUrurr EXPERT SHUTTER SERVICES INC. -- ( ) / ij, t cite r..> n 5.n-a nfmw uv z a.ssfae IK25 st H P 3--34 BEYOND ANY H1N.SH MATERIAL 'Y•i .,cr.:isza a-rw r., 4ax3s I x:xs a.; •ssJ^^UI l y am• F w r PO*T,BT,10Cd. 34834 i� 'ty.t A A� lnrcoasa+.cam naive I:ec}::o:«sX P.tfnla+fau: tat.rva r?m C.3}IN CASE'T€+IX PRECAST STONE,PRECAST CONCRETE OR BRICK:PAN£LS.VENEER'CR PAVERS BE-FOUND SDN r � \�"�� rt�.�w�I� a+e...mn He EXISTING WALL OR FLOOR,ANCHORS SHALL 1C LUNO ENOUCd1 TO RCACB THE;INN STRUCTURE BEHIND .�7a �'t•`1� RLYtAa.tK,d txfGT .r r.-so w, 7 i+All 1 to is SUCH PANELS. q - � #5 #7f #9 #6 (vw #3 #4 -".w z :u k; 02 Jd OPT j 010 'OPTION 014V OtRc grA"Zs Sim t F;; 410 it salkw 7 7 TAM C rwEo L L( i. saroc"94mc C W Mo @ SEATS "STARTER SLAT 08 SLAT 4 r'C.ltrE f- VETO, BASF a ACETAL USHING ... .... ................. @ BUILD-OUT TUBE r SIDE RAIL ,OE BUILO�OUT TUBE @ BUIL"UTTUSE 600WALLIMMKLEW '�,M-E tq;' MkWjCrA"TO 40W FM A MNAAJM 1),ow wn 11w # BUILD-OUTTUBE rW ow) W- ) iweaw iraouit.DEXTEK SM 0 I~j fAS-0, ITI-l'BUILM=UftOZ nANCHOR Ij OK .STORM BAR 05 46R W MULLION SCAa 4x6 MULLION 4x8 MULLION V.9 TPAPPED ANGL @ oco'MAL KLOY E FWRIDA 8ut160;CME(Nunftt.uocity zv"' ) Noutilul's. 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' INSTALLATION DETAILS ON EXISTING POURED � + ROWng Shutter Sy�letn �;�•,>,� Nautilus CONCRETE OR GROUT FILLED CELL CONCRETE *. ,,�-----,.. T ECiD«,�. gut. EXPERT �;!i5" Tau{Y¢5nta ERvacEa c cuaa�Nr SHUTTER SERVICES INC. BLOCK BUILDINGS TA A� ,�_ .trip ;tpft #tUsIW, uvMmmv SCALE:3116` f` i DSP �a�0 �' E9-C�r67J� Y'rzr Sr.wGC f4 st0v . 9 p;�w� az r,.coxc.r^ �rmu tExri i.a-Y.za tu:om ea+-nyk, aisxattr p, 41-0.e w. c StKC 6 Ora :*R ORGUT F!LLED AOF I)M05 0 R J I POJ'-rD cl CONCREIE OLON, (SEE sxfto,Ga (SEE 17 ratto ug- stiEm_$7&is) ,SEE B60JUS C."',"i 4,a. -CA) -GA O� % 0-1 9 4' MR$10 SOP IRAPPED MOUNT BUILD--OUT MOUNT SECTION P--.P (PLAN) SECTIONS OHO (PLAN) BUILQ-OUT MOUNT INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED'CONCRETE BLOCK BUILDINGS 1@) CG) 'PG A. OF OH 1* OH A ®R -00 41 �: "1 oH_ OF vp SECTION 0'-0' (PLAN) ORIENTATION #1 OD tr WALL MOUNT END MULLION SECTION O-Q (PLAN) D SECTION -g (PLAN) -R (P SKCTION-R'-R' (PLAN) _ow , QL SECTION R _LAYJ ORIENTATION 1,1. ORIENTATIONORIENTATIONS 11 & 12 ORIENTATION #2 OA 0 4* (A—) WALL MOUNT END ULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G,G1,02 (Dpy ........... (2) 2*-4'01, i 2,*6* i EE 20) (SEE wivut° (D P. oi-,tuf 21) AtJE4NA.TIVElLY T004 A 1 '"E SzrECt 27} ta6ra P (SEC-schuox m1m 1/2 NfJT MAY [31! USED, SECTION W-01 (PIAN) IHIS CON ww I'j", ORIENTATION.,12 WALL MOUNT END & INTERIOR MULLION okD CHI-- MO210A BVIIVWr CGDE(Von jtgh V* WLY ar rico-e Zoe) ODon 115.sv 04. ASH'N40UNr CA I ! ' No.4416T Noutil'LU S BUILD Our mou", 4;-i*ISRailing Shutter System .11LIE-coluc. li WE SECTIONS 01—of (PLAN) !k Min frillno F chri EXPERT SHUTTER SERVICES .INC. ti -4rv� smro -07! fl. INSTALLATION DETAILS INTO EXISTINGWOOD BUILDINGS . $WL,$I0. It, r,a,2c .410 SLAT PERFORMANCE CHART$ Ia. Ib, Ib' & IC: (ONLY VALIQ FOR 1/2 SLIP) FOR A GWNA 5.M 0,ESiGN PRESSURERATING(1),&%PRODUCT MOUNT CoNdI ION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS Wt OR VW0 STORM RARS CHART Ia CHART Ib CHART Ib' CHART Ic tJSE teuunist YN.t�" NfGAikE`ASD.,t.aao 300 IRK BOLI'3 ANCHOR 5116'o TAPCON XL ANCHOR 5116.0 TAPCON XLANCHOR POURED.CONCRETE To PDUROD Wiml-le FO CitDW:FXLM CM oaa 1¥Lta mocK .MAX. SLAT'SPAN -:14W. SLAT SPAN MA%.STAT SPAN, REOUtRETI MIN.SEPARATION TO GLASS D. 'LMx.'{FT) FT 'L '(1' MILD. } MEASURED,TQ BAGt OF SLAT jVn) AEm *ML IRAPM teen-err alae ouF x-00 i*t� MAD-ow -on W/Q sTOR7A BMS B/SiQR+i BARS Rllow mm ey{yam/ mom iy}A[[ RATiiIO SR scm 1 SQ vm* �M $IZ Pam� SR MMS iM sm ZIF, 'saiwm $Im mm M 9Q:M6 m M �� 6LC'+OjCS Y 1�s SND ZONE ND ZO M7Mt4zow 34.6 70'-II' 75'-4' 24'7 20"-0" "20'-7 15'-4' ..24'-0. m7o--- ..._20'-Q 75'-4' i8'-Q' 15-6,, yg;4. 2p•»-p' t5•-3• 20'_f), i8".4" 20"-il' t5'-D' .iQ'-0 76-5 20�-Q .._. ..w ..... .»_... .._. _ .. ......... __.� MA 'ZO'-D- '1.-2. 19 ?'.. t5`-8". 20'--0' 24'_5`. 77'-4"._ E4�'=ro0 �?$�:^ti ,-i4 5 11'-fC' �t4�-4. t 74 if2 6. 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AL34VL INDICATED MAX, SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPAC11,4G SCHICOU LE5 ON SHELLS 17 Lt t&INDICATE THAT a�p�A; /�4'i AN ANCHOR,SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. CESIGN PRESSURE RATING. il�t` � /.`' .' FLORIDA SUILDWG CODE(Ron High Yetcc7ty Hunknne zol.) 2,REQUIRES S-DE'RAILS FAS'ENED TO EXISTING STRUCTURE,WITH yS.V '��\fir (VIS,LC '' axa+�rarecC 7r+:'a. h 1 u I. S 3/d'o KMK BOLT 3 ANMR OR.5/w&. TAPGO.,, L ANGNOR.INTO = (y T rpt POURED CONCRETE OR GROUT PILED DELL CW4CRE E BLOCK, DR 4416 7k 4 - - 0011hig Shutter Systein WITH 1 f4 4 TEK 5LREIVS AT AlLILLI`Jl+S CO;aNECT¥ON.VALtO FO� .:�" ;1p.'"' 111 G.0 V-I Mc a,{7L VIALL fdOIY.TEtS TRAPPED id,OUNTED,wND BUILD-OUT MOUNTED. - -'--^-�-^' ^^"1 x 714LB lcsnno ar com am,"goupo'r EXPERT SHUTTER $ERVitwE$ INC. RI,V U41 na.FFn a4.ca,:act wa x...sta+,,s+iµ TIUX S4--BTLtAf„Rr S7ntt' taw :zntpt tic;.r txsNn««p:, Pont 5T cUpE,"L 'J:5: 1`F-IT3f S. mtA apL+IA SLA:SPANS FOR INTERMEDIATE LOADS IIAY BE �Q � •���� Dac.ar w O C,0 10 n"c" DETERMINED RY'UNEAA INTERPOLATION 9C-;WEEN END VALUES. \ �• ':tg :. /t M9i�R.11'ut d 1a;.f i: rf: �rlrta ._.. SnFFt+.'u'd ZG' , MAK ANCHOR'S SPACING SCHEDULE Vb FOR A.GIVEN SHUTTER MOUNTING TYPE,W(5116"O TAPCON)(L ANCHORS To POURED CONCRETE WALL AS.D.DESIGN LOADA SLAT SPAN-RANGE T vvALL MOUNT -90ow- SLAT SPAN RANGE A= =r M4 0'-4t > 4-5 I > 5'-6,t W-4.,I > 71-3't 7 1/2, 5 Ilz* ........... 4' 8. 4 1/2!' a 3/1. MAX.SLAT SPAN FOR A W— t NQM 6 112- v, 3 3 3/4SL GWEN A.S.D.DESIGN LOAD ................ SPAN SHALL.M=EXCEED W. /2. i/g. 3 3/4- c2L- --- SLAT SPAWINDICATE6 ON 121-140 3 3/4' SLAT PERFORMANCE CHART 4' ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT SLAT SPAN RANGE colt > t >12'"16*t > fw 6" —Z 64 3/4' 3,3/4' 3 3/4' 4 3 3/4- 1 4 3 3/43 3j4" - BUILD-OUT MOUNT SLAT SPAN RANGE P00%" :W"f-t > t >67-7*t >7'-4 1 >9!-*,2*t > 12-le't > 16'-20*,T M" —(E)— @ (91 (E) Qq" E) (E) I C I (E (E) E '/2 6. 6' 6. 6 '�Jil !LK 5' 5 5,112* 4 }/2' 3 314- 6' -6 -6- rr —6 V 6* v V- 4- 4` ........... ....... J- a- 6- 6- 6- 6" 6' 4' 3 3/4' 3 1/4' 3 3/4' 3 1/4- S-374F 6' 5 1/2' E--_A7 1��,4 4: 374 -i7l/r 1/2- 3 3 �/A- a- 6 6' '6" '3/4' :5 3/-- 3 3/4-3 3/4' .6, 1 6- 5 T/2 53/4 5,314' 4 1/2 4 1/ 3 3/4',3.3/4- 3 --11/213 3/43 4- 1 :?I4 4 -3/4 3� 'W /4 3.2/4-3 3/4- -7 W101111op" :aORIOA SUWItG 4;1030-1 at040-lHigh us Wl*ety. re"cano Zane) c,ws lhn=WC a Nui IS Rolling Shatter Systmr. "Tr EXPERT-SHUTTER SERVICES INC. q- TWr ICSTMO 4 WMNEIR140 WWPAW Z. ion Svo0wor swo pori ST;aceslut tuaa}:r.o•s , q; STATEZ 4.7.0— CIL 4149ed, p; to 0acrq %cat t�Oka 1E 'ImIA 07-# I-::-