The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL4/4/2019 Florida Building Code Onl'., Lmbik - BCIS Home ( Log In ( User Registration 1 Hot'Topics i Submit Surcharge' SEats & Facts I Publications 1 Contact Us BCIS Site Map Unks i search FIL COPY Product Approval j : USER: Public User a ,pr EUSIUct Approval Menu>product or Application Search >9gpllcation List> Application Detail REVIEWED FOR FL# FLvision CODE COMPLIANCE Application Type Revision iJ G V Code Version ST. LUCIE COUNTY Application Status AApproved Approved BOCC /'a Comments Archived t) Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email SCANNED BY Quality Assurance Representative St. Luce Countv Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LAI 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 Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. W Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC,, INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC, INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By https:f/fioddabuilding.org/pr/pr app_df.aspx?param=WGEVXQVADgvYYHH2vJW53MWSXdCOtOXQsoPMYK7UC8Y3d 1/3 4/4/2019 Florida Building Code Onli , Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASO load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9' 11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17 108 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.2 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 17-107 I and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVl blade, 8'-0" for+64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures, Installation Instructions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AEAMERICAN SHUTTER SYSTEM ASSOC,,. Third Party: Yes 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (top -HVHZ)- COMBO- (Non Drwg 17-106 I and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load h Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. DR WIN, 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Parry: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC, DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back N,xt Contact Us:: 2601 Blair Stone Roatl. Tallahassee R 32399 ElUiaQ 850-48J-1824 The state of Florida is an AA/EEO employer. .C.pLrigh[ 2007-1013 Slate of Florida.:: Pr'vacv Statement:: Accessibility Statement :: Refund Sta[emen Under Florida law, ema ll 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455R75t), Florlda statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official cpmmunlrabon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click b�. Product Approval Accepts: iLFrc https://floddabuilding.orgipripr_app dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UCB%3d 213 GENERAL NOTE - t. BERTH NV, AOCOROW4. SMUP)ER STfiiEM SHnnN CN BE Ma EVAtflAtlCM OOENIE)H FJ ' iAS 6EGN 14)6FtW 3'ON cawma:CE N MC Au= MTN THE 2017"(m EDRRYI) (V' THE R'm 811]➢OlG CdOE 11OS ACWPaOp SHUitTR SYSTEM !iMA,E HOT. BE YYSTALLED AT NriH VE h RWONE 2CNE6. K INS HAND t ^ SHALL:M CE OrnyNUW FAEd AS PER 6ECRON'm OF THE ABtivC MFNOONEO,CWE, fRq A @ASC WM0.3PEfp REOLSREO BY THE JIW5gCigN WHWE SXUTTER'MfL ON WHH A 151,19 n. TatTpp k0•pBS, U9nC AS:£ i-10 a1C5 SHNL NA2 CLO THE uVowuu (A O)'OCLGN PRESSURE RAN= tvzATED cH s+uErs n THPV Is; +9 rrza. M ONDEWTO VES" THE. ABOVE S% M,H, yt M,, DESWn MDE.ER9VN0 PER 11uCE' aID &W,be FNNWP O `AY,MU4A THEN BD0 W WEryO C9NPMC NEg/ WAY. (ASD)WCN M65UMA DKb1KtONY MEIt1RN5.:19 A 2Q tti ORpfli TO VFR4'Y HOT COMPONj14r5.Np ANGINAS ON HIS PS D. /5 iE3Tm. YSHE HOT QY£R STMS5UA,M R 14-Ckn IN AtLQWBtE:55ME55 M, ANU laM, WAS .ICI WE, W 7MR ANALYAS. HOIYEYtR.4 FVNO ENBA ON.. FACTM CTw1.W WAS Um HER VCWnGnd!! OF F MNERB'm WOW.. AMMa A N.V. AOEIS N SHWTtn SY6TEWS M WAOT FOM:VEND AND LARGE WSWlE WPACT (OA7. MS SRN VWED.W ACWPOAHE, WITH SECMM IW9,1:2 OF ME ABOVE MENi1GNM CpDE As PEW An. REPORt& - yY R1ADE O.. }02101-0.3, JWfb.01�J, jf W49?-D9,>�121a.91 W5. j�Wi]412-Qb. �OSf}80b?O �IryD'ZA121pd1-aY"AS FER TA5-201. TMS-442 AM'Tos-403 PRmocoL9 AND AsN B-lest. AS0 E-{998 STANDAADS (N:S9tE tfVEb 0, Wi01O ?OWES H. 2 [: 'fl A QI32p01-14 AS RTR TIS 1, 20] 6 203 PN=T0L*,,, E MISSLE. -W WND6* WEE 0 1=01-W AS FER ASR(. E-1866 AND E-1F86 (ME9LE. LEVEE 0, FND,ZONE, i.,y.4) SAVE PR N aM,.ONLT AN, (. WS, M-W AS PEA TAs 2w PROWCQL.. E. hV SLAOE(i AND 00W Hl,44 MADE (3 ARE tAGMERM TO FORIt. W .WMXR WITH EACH OJFffR 1m0ER Tiff GENERA IRRAIWNS'lJ:D {ATNOMON$ Of 4 :RPRARDON SHEET lO' • • 3. BEN NVR NV- ACCO.RCtON MS (HV:SCREWS). USED AT.ERADE.S JOWCME.0 FDR MFfi urvm m:...ernla r.•:!.e.-.., �..... __. :... __.. _. ____. ♦: ALL AGaN6+WA EATMS4)NS Stt!LL BE'. AUaaxuAi ASSOCATrDif A:tAY Axtl KHR[k A9 6005-T6 AL.M.' FW .EOBI-TB AM,OY 5 30.E W AHO lk7 ki TOR 6. N'.: SOREW6 PORE SFAHLESS STEEL 104003L6 NS S'U m a2.CCRAGSON.. RfalpHT COATED CYBON..smI. AS PEA O.ry A 14 StF£N WRAF BO Rci'ENN, TSLO 6TN?TANe0' ' 'Aa'aw. lo*'J STRENMA N101PN(C GONPLY W%nDR'DA9UMINpOWE SECTION SSi)JA.4. - 0. BQUS TO BE AS?H,A-307 OLLVANi2E0 MEL OR A19 :W4 OB 316 SINES 5TAse.ES ,a, ME, 33 W 9WWM 1)Etb. SMFNCM. 7.-SEE"THE fcO c'MD 91EE15 FOR -AlCNM S FSAPOHS: W MADE .: 12.13.106 AND: 20' W BUBE ©k 0 WOfOUNO W UN4DW 12.. 13 8. HAS MR M N.V. AOOO NMN SHUTTER 5?StFk BEARS A a.6: PATENT (S'I29,582. CBINWNEeTS OF 1MB A�Rip.V:;ARE CWERED: M MiOCE OR IN'PART BY U.S.: PATENT' /5'{58,?TB KSVED TO EASJERN' uETAL'SWPLT,. MC.' 9. P( SWLL BE THE R'TSFINS134JTY OFTHECONtRAMOR TO`ARFV THE MINEWESS 07 THE STRICPME MARE SHMEEEA n TO BE ATtACNEO"TO 016URE PROPER ANCrMRACE. CONtW4^TOR-TD SGtfCNRK: ALL SNHt1ER CdaPpNbtf T31OE4 WMW(-REIfAM. T1MU f'ASIEWNG.. M iONR`1UOUACQ.4(AC( WiM. Uff'. BURaNG TO PRMNiMxp/RAS,N UIIROBWN: ` P6. SAFdi WANT WST. 9FAN. OAU PEU M A NS18li'PLM.E'MB+ fFMN,HB NbiG OtR+MG'fSOOW OE NWwWrwE YIIAN:NGS tpME,..OM;ER `nYLVNi O4 mf HUSTPNQPEREY CLOSE AtL, NY ANb ND iH(YEOFetiES iJND:fltv'AOE OROd IDCK.1 HY AND No tOEF5: it. SHMEB N ACNAW'S 1AOEE *"F" RE: LOCATES ON A REMIT VUM.E LOCAVON AT ALCOWM SHUTTER M AC aRaV4e bttX SEOiWN PLtTpB,6.3 CF FTOPI"..A'.BwtD1NC.CWE, ME LIBEL SHAB.:BEACER FOR EVERY OMHlW t/BMENO TO LVMa1.V WON SECP(N1 IT05.92 IF FEW EA BUR4Nt CWE. 12, BERTHA AV, ACCORDWN SHOT ER SYB(nES: inSCALLATAON, SHAH, CONPLT WAIN ,MOB OgIeASEO M Mm ORAW'OIC PLU5 ANY maa,, AND ME NC; PF.GIAATuaN^a PRWiWO BY P#E..WR4WICP�.' MERE PER%" N REPLIED M, - .. . .. . 11 {A) THIF PLM HAM NCD DY i ONCDiBEA; MS CEHERK'ANp DPCS.NOT PROMOE: WF9RQ*WM FIX A -.SHE vP£LVIC' PRdJECJ: lb. AH M H< SK COMMONS wmm niCM'Ta P:F 0. THE CO MTHW WAA To RESPON G O FOR B. CONM=U AlR C AMJ WSTALLATGti uNC(ODNp I6T..6AFLTY Of iM5'PRORIdP;.&4E' O ON TItlS P.ED;. FH9Y}OID HE/SHE 80�3 xpT pyNR (poly TNc WNORICNS tlLTAHEO t+N T!W OONUCM. C0'✓viROCDOH SAFETY At SSE 15 WE WNRACTOH'S.RGSPON"vffiflM: {s) iHu:: PD.G. Wei m 'Fi A wwu* S &mED W INf move (0) SAE S-mm PROJECT$ SHALE BE PREPARFO DY A iLORIDA R25PERE0 EAGIiPfR OR AfltkPTEtt MOClI WLLt RECO4E THE ENCHEFR Of jYCbNp (EOR) MR THE'PfpJEC( AM MilAn BE ft N: p W AESPoNSIBU: FOR THE PROM! VSE QF THE PEA WCNEER'OF. BECORO. AMA' AS.A ffLE:.ATED:M'ATEA 10 Off Pl'.0. FNONEER.S SUBW TOWS LATTER PRE. SHE SPEanC OHAW FOR'. tA7 ORq P.E.O. SHALL BEAR.. ENE CAPE AND OPMINAL SEA. A.D B16NATUSg OF THE"PPtOFE56WNOt EH NM M ne"O 1,FT NAE?+MO, n. f ' CiMRAL NOTES .SHEET.. 1 9Y5im,4%OHF+pN,ERRS 1-20 SHEET 2 sYsrtM aaMPsrvurrs 21-V ,SAM 3 XMCAL SMINTER ASSEUELY, 36-44 3NEE(-4 iTPTtl1: &!!! = k WVIDpW WAR, AREA ?: HV BLeOFr CT}. NrD ITV WINDOW enF IYAi. fWKERE APPUCABI 1. Tfp4A.: SHUTTER PE lftw NOTES ON LocAs SHEET 5 IN5TAUAWN OETA.S A-F. CONCRETE/9.00K. SMEET 6 ,WMAUAPON OETAt C-M1 WNCRrW✓%=, SHEET 7 conbzwATe DEEAJLs:NV SHEET B. timmJAie AIERNAPNC OE(nu in, SHEET B ENO'WHNECWN WARS 1-6, CONCRE(E/ELCCP. SHEET Td IAkWkM SPAN TABLES. - SHM 13 .ANCHOR -SC ome- CONR(ETE'.k B(DCK SHEET 12 miEHON SCHEMni-..CONCRETE h BLOCK SHEET 13 ANCHOR SDHEOWE- CONCRETE d BAN:%. S Et 14. ANONWR 2CHMuTE-. M6 SHEET 15 WSTALLf.'RON WaS M-M.-WOOD SHEET 16 "TSTALLARON DETAM S-X, WOOD SHUT 17- Etp EONNCNON D mT 7-12, & A. WOOD ''I SHEET 18 ASUA Try VHNDOW RI ADP P P'mckl VA"TER ELEVATION-. ON y SNEET'is ,AREA A•' HV VVINDOW. BIADF aON)Y AWALLATMN. OETA", METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY :BE USED TO OBTAIN PERMITS` IN THE STATE. OF FIARIDA Am S.A. American Shuf)sr.S oms ABsoctattan, Ina. ,3268 We9koods DrivD Ylgtt P.oim 88Q9h; FL 37407 ®=® WON 0 TM 1990• Yam. \• n 9 3�HV UNIYERSAI F70ATER .': .�'T+�', @HV 9&/i80' STA 4V. DIRECT MOUNT OUAUFIED. OR USE W/ Sa06-15 pltOY M!O 1FNPER �-�- 'N7 CfAOE --.0 Il O FOR USE V1 hN 6Q6}-T6 ALLOY AND MWER GHEET 1S. _ BLADE M ed( E�(• aw � 1 MVR HEADER/SILL OUAUFlk DOSS- O SE ly a !t 0 Y&EAcE fDnut ALUMINUM ANGLES OUAUFlED FO At1E W/ HY BLADE I ONLY. 6063-T6 ALL AND TEMPER' { HV W QUALIFIED OVER TRACK OVALIFlCG PoR 6O11�E 63-T6. ALl�OY A{Ni )A TiuPER LWPONaNl A e TI M O.lw O.I6Y �+5 3:" Y ump a,"- also- 6'HFJL 0a44"lo.tsr- '. c20}7MnNa.' aMi GLUT TESTING-& ENGINEEINNO COMPANY 6dC e4 1 Ig i}S ' —I.BIO 091 HV TRENCH TRACK QUAUHEU FOR USE 19/ w - BLADE0 ONLY, A.S.S.A. American Shufter. Systems .Association, Inc. 4268 WesGaods Oi" West Palm BcaeR. FL 33407 10 HV RAINO0AR0' OUALITTEO FOR UY!/ W 605S—T6 ALL�OYEpto IMPER, d RAV � fRCK: EIEvm4N LOCKER FOR "T' LO K CENTERMATE QUALIFIED FOR,US& W/ In' BEADE(ji)MLY SDU-16 ALLOT AND TEMPER A' R � L l sxz l P� HY MALE "T" LOC Cc UU IEU FOR USE W/ MV BIhOE Fog" W63-T6 "j AND iEMPCfl J� 4 OUAUAED FOR USE W/ HV 8LA➢E T. &: qI 6063-T6 ALLOY AND 1EYPER 0 LOCKING RODd aJAunEO FOR ESE W/ MY 9µE 6063-T6'ALLOY AND'TCNPER I '—ram �D CENTERUSE W// JALDIEO fOR USE W/ FIV BEAOE 1 & GGTT 60ti4-76 A40Y A!O TEMPER hu' . HD CE uL QUALIFIED FOR USE W/ NV BIAOE 13 II - W63T6 ALLOY D TEMPER' F,n $ -a. L, 7v. I{s•o. LB 3/8"0-16 ACETAI m-20 AISI 304 THUMBSCREWS �' RIES c THUAIBCCRLZm- VAUnED FOR NVOUAUFIED FOR USE W/ NV BtAOEQ +Rxal7. TyiEm,, �: iL-I L CO- TIWT:TESTING &�ENGINEERINO G04,RANY wix.; rim. a. s.. xa, 3ucr. oArcNs. nrxa..m (miengs3o . re. ; bmiafia3n .7,3;: y{j o I 00 I LOCK JSE W/ NV T ONLY. AREft RNETI,41 N NIN.awRN CMOER DA. KEY -rnwoER OA7r Nn TNUVaNPoI O0. xEY , 3i u„ ClifiY)ER HD LOCK DY RLGL4Y 14FDWARE MORTISE LOCK$ SEPo6'Z1TT NOOK DOLT LOCK, OUALIPMO FOR USE W/ NV BLAOEM& IAA A.S.S.A. -American', Shutter Systems Association; Inc. '4268 West wdI, Deive W<sl PWYN Beach, '.FL 33407 NO 107 SHUTTEW ASSEMBLY SCHEDULE FOR -.HV III HV P Qi HV BLADE 1 HV BADE 1A ® HV LOND RECESSED NYLON EUSIMC NV SHORT. RECESSED. NYLON BUSHING �® �+. HV NYLON HAT WASHER- ®. HV WHEO: CARRIAGE AISI 302-303. SERIES 0.870's3/t8' THICK NYLON :WHEEL 0.188'0 AISI 302 SERIES, S.S. RIVETS IN 1 3/4' ACCORDION PIN W/-J8 HEAD a: ®- HV 2 3/4' ACCORDION PIN-W/ #8 HEAD POLYCARBONATE IMPACT RESSIANT':HV' WINDOW o) HV PIN (9 SHALL At WA7S BE USED AT ALL EXTERIOR BOTTOM KNUCKLES. OF HV ACCORDION :SYSTEM W/ HV 1Q OR HV AA BLADE. t,1ICAL SHUTTER ASSEMBLY (2) HV'PIN0 MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION. SYSTEM W/ HV tD BLADE WHEN CORRESPONDING TO INSTALLATION U SHEET 7. (3) IN PIN 0 OR Q W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER 'DETAtt X. SHEET e]OSS: S'SIICO: wC:: ILW O TILUT`TESTING'& ENGINEEMNG COMPANY P.E. E%FERIOR 6AOF :oe:s ',-.-, As25 nsxs• .Nx5'. (SEE POLYCARBOIUIE SOURCES. FOR ++ncu, rwnwty uPvrat eiuorxP - rsa> .arm mwns eas rPPsc wm x v*u Pm PSU ern' oa•s. e/A Y RL 1108 CrtM.YH Kfll'OI.M P.r40 PP4 &%O P.K nuw sw�bis a wa � wn nam s+i ylae wi nc�:u� rwnus nu:c' wso r.anw ru �oew.0 .Priam � �.LYmCW"M, wv m1P n n-si ,r rt.w/n ova Pow.' .ar mev .0 s P..1 sw. wR a eueG Ym a» o-i ovs c-r aYa mY vsv mi,xioi iPNY Pw s � V^Yt C16] RYY[51FSN.'M YR4.nGSnNY MM iH P19Y R4 ASM 6a1: NRIC'i1�44S FYV:[!SA'r6.W. CN NS N(1 iu -mtO suP A.S.S.A. American Shunter Syslems Association, Inc. 4288 %Vestro ,lz DeNe W"t Polm. Beooh, FL. 33407 Ilq� I I'I y JrtC •� � —I— o� o o� m• o• o� o� o� cl• o� o� a o o� ©. m• {(3aiA+afl.GaeQ.. o;.e TYPICAL (1) HV BLADE SHUTTER ELEVATION N.TS. M. ucvnlAxl. nY LaclT ;zS Pr 2� OAY BE USED AS AN'INSOC:OR 0UL510£ LOCK, ATTACHED TO OR � �.• CENTER451E5 WJ(y) 1/4'O-2p A 1IV LONG MT OW SS, A % LOGTION OF LOCK SHN w A5 Ih RER EIEVATgNBE . O� OR FOR SECUROY TNRPOSE^v: UP TO TWO IN ." lOCA7NNM a AS YBEE0.5; N0'� OAN N 11PMAlSTor ORO3MVTKR`4EVAIgN: 'We',N OP LOOKS TO CENTERME. Cl1 J. LOCXIhG RO05 ARE NOi KE UMM AT GAYE`PDSITIDN. OUT MAY ("'.3°•� 6E .USED IF pE51REp TO EN E SHUTTER PEJtM YANCE, LOWUC RDOS AN ALTE(RJATryEpCVIGE / MAY ALSO BE USED AT STACKINO PORTION (NON'HUR MC POSRIM). AID lNSTALUTKINS AT • ONE.HV LOCK BE USED AT.CORNER R-ANY SPAY OU. U TI ksNE L0C1(, ATTIOI® TO '13 CORNEA CENfERWT£ y/(1) 1l4 MRp Y 1/S IONC: FLAT HFAO SS YS Rv0 LOMNa Pom �9 Ai T07 h 04 SHNL OE VSiA L. N O: LOCK 9W1 BE A5 INpCAiiy ON ryPlpy SypRER ltEyAilpN NAtlYTEL SNUOER SPAN SHAY,:R DEIEPYVJm AS PER�SCNEDUTES ShOWN ON SI-Im It 5.BIL p5p ONE ALt[RNAIE NV L0U( G UAY B£ US1 IJ.1 OF NY LOCK aF' a ipR MY SPAN aNp- 3I IN TAILATWNS AT ANY ETLVAYPS. Al TE LOC( a NAY BE USclI 4 AN- t; OR:O DE tom ATTACH,I LLLYYY OF 1/i•f-28ciJt' SS lYL4R5CtiEW TO '�f qy CWTEfIMTES Sh. BE MADE N/ 1/1 0-2W/1• PLUM, aa� RNSOF AS SNpFM ON SECTKN HVE: SNEE* & ON L0C1( SWllL BE VSED AT 1/2 er SHUTTER SPAN OR MO LO='AT 1/3 OF SHUTTER SPAN $, NA4nATaRr DONM11aN �aT FDR KFN'm!^e I� - a, - M ONE HV LOU PY w SHA4 BE USED AT 1/2 OF SNUITER SPNJ MR ANY SPAN OR 12 ABOVE OR 6ELOW 1/2 OF SHUiiER SPAN FOR SPANS -UP TD SS•, AND FOR IN AL(AOONS AT ANY. M'ATION;' NY LOCK 0 o7 0 - 23 VAY HE USED /S M INSIDE OR CUTSIDE.TD:K, ATLCHED'TO 6 or (D-.SY4NEIRI CENIFRWIES K/'(2) 1/4'-20 . i/Y' IONC-MT I&D SS. M.B. LOCATKN OF LOCK. SHALL BE AS INACATCD ON TYPIGL. SHUnER ETEVATIO.Y VSE GF LaC1aN0 R0o5 w/ S;§ OR.0) TOP M BORON IS C04PLETELY. MANDATORY. OF CORNER 'NOTES ON NW:j LOCKS AND ENTCALIATES: A "OF M LYNDAt[INY Cd:M4NN 11 Vllm ry11Y FfA Y CEMERVAT£ .I' xrmNA Y��Mt m.TER.Tq6 ®.11'u_ OR 12• a bDSPN1. USE lo..LOCK MAY a ofT: .COMPLETELY OPIICVN• OF ... :: ^U';..... ✓ s' ? �O •• F ;: 99, F 1 ' lrr(x�. •L`l call?-niOn: nJe 1 p TILLIT TESTING.&' ENGINEERING COMPANY a. w a�. a cvaQO N : F�Ia v1�.1 {ws no-tsw. F 1 (YeA71-1;aT � `e A°"`- ea" A e4 ". ac R000Auct .7lm A�S�s�A� Amerlegn Shutter Systems Associglionl 'Ina. 4268 Wort olds DrNo Vtest Palm Beach; FL 33407 - GO20i7 iA51EMN YELL SUPPLY..InG. DER TM Accordion Shutter System H.V. ax g1 w cR W/0 Kv.. www BADE 1Y, onrevR N 1 : GLV Is-css 7/27/1 w a7/z /17 •= f/ • • y\�10 ONA110 ,I P:.E. SfAl%S1GN'A"�URE%RATE' I_ , O�mNO Ha 17-107 s. SHEEP 'S. OF 20 '• .._ C M.CRiT£.4Skak$ - (4 KNEP 4N wrf 1-;ovaiEtt 4NCnORS ts[[ sCiisoC�[ aN sNUT ,al HV WALL SILL INSTALLATION W 41at10.E CNi of Covam • (ar 5PEaff=not3'ON SHEEP 23) rpm V.. AV WALL SILL INSTALLATION. ♦.54E t�nldbaGF a5E f(Mt ear aN �TEI ,e O4017 ,ATM M IL ECOIa�. TIUtt TEGTWG & ENGINEERING dmpw V'Sf YLf44.A. ixs1 {9tw GIFye. RML� x PMmi_aM7eT1-tSM .?m (C, HV WAILHEADER INSTALLATION (HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ n'.HV BLADE Aa wS.A. American Shutter Systems Association, Inc. •.42e8 iWestboaes 0riue West PCIm. BeaCh, FL 33407 I TAILS ON SHEETS 10 tt 18 INI INSTALLATIONS W/ t HV naQQ.v® ** &PLE 9AG{ O£]ll•Mt. IS VyL E9fl ttt fir© O46 •�« BLADE W' V CENTERM TES caEw. wcN� mN�o � �E ENO'WALL <CONN T10N ��'� uhss DETAIL ON' SHEETS 10 I ��•��,,©�,®ale,(®Via?--------------._______.., �-------_____ /-.. ®,� —•.•—{�.—�T 4rc:'SEPARnTON� 'Ism s \ IN —Mu CN SMEU II) wm OUT ° U-U aaa14• aus; o u' C.C. Not IQiGM.. HVA W� WIREWAROM HVour B —11.5 HVE FWRDA 61 ax=� taaia0.. ac , - A.S.S.AN mur TE.i11Na a mcnEwo 6OMPA0 1 American Shutter Systems Assoclatlon; Inc. rnR,.: 4bs}wt-1u1:Tu: (xs)sn-us! 4268 Wesl!oads Cries "^,;.,;,,«?'•°'.Po^! Wesf?olm Beocn. EL '33407 Y!Oa0 HVC } MT,, oc v MALE/FEMALE "T" LOCKS CENTERMATE5 $ ? LOCKERS vg2 W/(1)HV BLADE_ SEE END CONN&IION DETAILS ON SHEETS in'R in ..OUT NEW] .�/—aam<aus eGc(06i4 ttha YM'. attsNm: WI.S%C+ 4 .® uacu r.5w+9a.iRurvn e.amxra em-wJ.. cg "�'o�b��« nmWma.rasvac,.P"4asaan,n.;-,; Y,L.'.R. Ory SIEfI 5 } snxs c... awmaw Pa" -moor) ivad'ruar n,u v+.m ewxxr, "ar Egxq waartrsm e+� namr Yw. c.vr+wv; .xr .mcts ms. m ran. a QNV i' LOCK -..— :.____---_-- _ . IN (sal Artm.,`t"._:_.__. '0-20 x 1 1/2" 7/8'a x 3/32' i Em r ctal� �mrrra; tvc. riLUT'TESi1NG k ENOINEERMO COMPANY AS.S.A. AtncAean Shufter.Systams Assoctatton, Inc. 4288. Wdstma,I3 Oiive Nest Potm B3 ch. FL 33407 oU _ m vea aimva mcp <w0 ax ai aaae w.. nwrw —u cna.� o a rumwn xw�cw.x w�. D.-r0 OR -L-- (ft.) FOR INSTALLATIONS W/. Or I ¢E or ONE IN LOCK .$ OrQ� Wf NO LOCKING RODS (SEE NOTES t, rt) ns 1xALL MOWNrvc (lOOR/CENtx. (A.r) 4OAItTUC a SCNEDtII r dAIGNUM SHUTTER SPAN'l —L.}' R'L-* (Iti)..INSTALAT[ONS' W @ W/ ON- Mr LACKS ' OR W/ NO LOCKING DS (VAMD rcR Mwnm" (L1D. SNEET I) COPARETE A'. pisw a'"w PEYT RoNs c. nma mAap NovN Izv tt. w"LniN� 30 16'-0' t6-D- 35 13'-r 96"_w 00 TA•_Y I5'-2'' AS IS'-1 Ia-S'' SD TY-0 u III 1f L' W ,0'-2 IO -11• 63 4'-S 10'-T 75 INRALATION ICCFN CONCRETE A, WNSOW WOpO WALL A. 8, C, D. E. M. N. MOUNTING F. K & L R. 6, 4 V,. FLOOR/CEWNG MOUNTING T. U. W & R & n 0 MAslVVM Sf R SPA14 -Lr OR %- FOR 0 SNNL BE INSTALLATIONS LOD 000tNREO TO 105 W. "a OUDON PRESSURE RATING t W COP" CEN'ERMATE E3 NAY BE USED AT N1 FOU.NDNC WSMLURONS. UICXWG SPEGITCADONS SN/A.L BE AS 1NOKATEO ON MANDATORY CONDMKN Sa NOTE Is, SNEET 5. ttE%rFPr VAT KUK4W SIVNER 52N1 I. OR % go Ae.VINN Asa OveNG PRESURE RAIRA MR LYST&tArCN5 CNO COOR£TE OR. CONCRETE FEW SHNE BY Witt) AG FCLLOAS T- CONNECTIONS TO KEYSTONE 1111ION4 LIMBED TO ♦64,72 RAJAND 6--O" SPAN; SEE MOUNTING (MON 5HEET 7. SEPARATION TO GLASS SCHEDULE WIND- ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1^ 42017 IaTIM INC, I LL E 0- TIUJT TESTING A ENORICERING COMPANY ; . P,E 1W HV BLADE A.S.S.A. American Shutter Systems Association, Inc. 4268. Vlest.Dds O&e Nest ➢elm 8ee0. FL 33407 (1) L-: MA)(JAWA ALLOviN SPAN FOR A CNEIf RVE A ou:ON PRESSURE RATNl6. L SMAO AiIA6ABLE SPAN FOR A'OVEN NECATIVC A3.0 DESGN PRESSURE RATING, (2) PROCEDURE TO DETERUINE.. MA)(PFUU sPAN FOR WALL MWIOWCS (TOP/8077G.1). OR tt00R/CCWtIx OMEN A POSONE AS 0, OESION PRESSURE RATING, OCiENMINC IM19UM VON 1+' }ROM SOIDODIr.. CA'EN A NEGATIVE ASD. DESIGN ➢RESSURE RAT4NC., OCTERNNE MAYette, SPA;t -L--FROM SCN;WEE, FWAL MAYNNU AMCWADLE SPAN S EOWL TO THE WNu14, OETERMNEO SPAT BEI%CEN -Lr- AND -L (3) PROCCOURE TO DETER\ONE. NA%WUM SPAN FOR 'COM&NARONS IN BEIP MALL L'otWNNGS W/ ROOR/CMING 4=41vGS FOR A GNEN POSNNE ASD, OM N PRESgIRE RATM. DETERA NE. 04. MAK SPAN 'OR WALL MOUNTINP. W 41ATIORS, U+- Mu SPAN FOR FLOOR/CEWNO NOUNDNG MTAL V,n. FOR A ;M1Q 4 NEDAI WE ASA. DESGN PRESSURE RATING: DEIERMNE, U-- MAY. SPAN FOR iML MOUNTNG ltdTALIAT)OK , U-- MAIL SPAN .FOR F100R/CULtNG UOUNDNG W.STALIADCNS. PRJAL MAYIMDM AII.CiJSl£. SPAN 15 EGtIM. TO THE M IU M BETWEEN %W. Ur L,- AND -SU-. a) GO TO ANCNCR SCHEDULE WTIH FINAL NANAIUM ORABIF. SPAN'AND'NES&WE A.S.D. DESIGN FRES5URC RATING TO OVIEWINE NAIOMUM AOCNOR SPACING. Kv. ter System. WNW WF 9gC'E 1 P. °lam�a IXE vOC oM0 all ass a11E al1E Ion noWl SENSE M =KOK a11m® C 0RiE11mC p1vp��s�� 'iE9paammlo m}n° oQ0®filOQ®OG i 0000E 0 011111E raeemvvvvv._•s EIzR�pxal ppE=L8C F�UMwl MOUHn 0 G 001EEC v1 C MMMM12 ILROUR 7OnOOC mmmm1L MR511 vON CIC H F oc wn W MANCEDNCLOGYD-SEr SEE ANCHOR SFECI:MAnGNS ON SNEEI lJ *SEE DMRATIDN OF USE FOR BVLE 8ON SHEET IS D0�0HV _ • o� HV WINDOW BLADE 0110WORKING IN UNISON �iQse�io ROBOkBUILbfRJG ME Ron High Wlocit HumcGOe - D ¢ >s ama? TATEM IL EL O 18C. A■SS ■, 1'A • American Shutter. Systems Assoclatlens Ine. 4268. VVestmods Drive. West Palm @each: RJJGD7 El5)FJaf METAL SUPFLY. @)C B€RF�►�iDn Accordion Shutter S st( KV. H M#1 W/ OR W/o MV..WNE W am 'nLU1T TESTING h'ENGINEERMO COMPANY ua xemA aw.vsacmul RWw?1�0 Peon (us)ea)oSDo . t.. :'1-ss7sa)-iAl in, us a rF m•.v m: Ee ) OLO)5-OeS `,. r a DRAkSNG No WAm naN MwO mrv�C .• sPAv (9)WALL SILL MOUNTING ©CEU4G MOUNTING QROOR MOUNTING. (N N LacH AD f0 v.E+}M Ja fttainE W 120 wNa f60 3W b aavRrl�xFe +arDO OS 00. AH?r 1x0 IM1309 10. {b. SO�JS 09 )3D fW 3E5 3'-B' • : n 7r +0 m 9 a e e e. a 4 a- as a J• +{ +x n +e 1'D' o e a., a a 6">"• s +♦ +. n Iz ID la 9 ➢ e r a e a a, e 3i H R t0 0 p a a. a N r] g 0 e a 8 Is )x f0 eq 0 8 3 +• 13 t B 9 .6'. b] R 1} Tq f q` 9 �e 8 _6 6' IL IS Iq 9 6 p a p 1•. IS +0 e p > 19 ]S 1• \] 18 0 • B' a p. 1• l3 10 0 B p 8 3 ar_a• 1• n 12 Ix 10 +a 9 9 0 p B a d a 0 u 1{ v Ix rs tq Iv 9 s p e. 8 d a a As • 1• i} IJ 1q I ID 0 ➢ p e B p Y• 3.9 ae I{ Ix m a o B a Ia 12 tq ➢ e e a as v v ID B e a" a s 1• +r +p 9 s s3 as. - )a +x )0 F a a e a ip rz +a q a } as ♦ 6•-0". u H (• n i<t0 q w Ib ➢ 9 0 e" D a' a 1 JB s. • U e': _ I• '1• 1% a 13 it la 10 1D 'b 9 8 e a !� e a 65 a a e -al y> ri { � Ix Ig 1} to 10 }8 a B e Gv g e' a Y. J. a S •s "af �r-E. H p 12 12 99 f9 i3 9. 8 p U 9 - 6 - - )• H 13 )3 1D ID 4 B 8 B- J.S !D a q '9 1• 1• )} lx a0 18 q � e 6 B 0.5 U ! 1a 3J 11 1] 1a :8 3! aS J - I{ 1} ID e9 ) a.s -{ J 1• IS .8 63 19 • J a rz Io F e a - _ u IS Iq a e. a3 5 xrs a Iz +D tps �D a { 1♦ n p e3 1a a - - n n la v a ae as as +♦ lx +q a > s aD a T-o" +. lx 10 9 D a - -. 1{ .> m c a r e . )s w o :3 as ♦ a' u 'q +z Iq. a aS • - 1+ IS a r3 D. as ].! � ){ as } ss •s 1a - ♦ V_B: u f•- 1{ n +Y J &a } s 5,a - S - - -' 1• 1• n tx w 6 ➢ 6! J s4 Sa { a _. �-. ){ 13 r} 4a ➢ tr r {a a U 1] 9a )vim 6 = P Ij 0.3 D' a3 9 ♦ ❑ p d a3 • 1! ➢.3 e5 ; 10 - P ax t0 'e a.3 a - - t♦ 12 p a3 3 B•_O. 1• f3 10 9 a - - q i➢ 9 1.a •3 - - I. 4 B3 r' S3 4. • If3 }.5 4 • 1• 11 } 9j a a3 _ - 11 8 1a •9 J3 - 13 6! }3 • - _ • u )> f 9 J 6 AS - 1♦ t1 J 33 {.9 Sa - ID'-0' w xz 1n D r3 _ _ - _' rz Iq alas a = 1b 13 e e 1{ 1aa r s a3 - = t+ ob es ! • a _ _ Tq` 33 s 1. 5' _ _ W e a - - I• '. fi. a3 SS ♦ - I] iq ea a 4 J 11•-O' N � y = N 12 13 1{ 10 J 1• Iq3 ]: 33 44 - 11> d3 !S •3 h - 12•_a• )• )] t0. 1• 13 _ _ _ u es a! - _ u e !3 • as- - e a a Sa OS 5 - IJ 9a a-0 3 - Iqa D ! • D a3 1• 0.1 I }S t5 _ ._ 11 ad 3!.•3 Sa - - I3r_G ].3 a5 - i2 '9 0 ♦.> { _ as r iq'-O ll 12 1• AS 5; � 11 e3 9; .3 - +q. )•! - 0 } as JS - r. a -a3 J 14 4 as _ - - ➢; 3_...5_ a a ANCROR5 SPAt9NG'UEGENT rAPCgH Ok .11 IxREralr4u. TECNH'0{,pOT NRE all A0rAAAi 1. VRNOR0 70 SINIFNATE SI DE A3 iC(Lp,1 (A) TO E . W. FROAREO COiCR_RE (Ibn.. re . - t/• o 1/AS4y OR UPCON MTH _ :7{b r 3�/{-IS: PoIM3�50tm 3 n. BY LVN. BNLDEe,.(up, h . 3 w7 MC NP AdTrN. C. 0- 2 z. ➢>il mu NOES A)) WUY'JY [I1RED4[)O-mTO M`)RM COYCR£IE Or FOOON OR TADCON NaN A Atixr ix)tFMfbkR TEaaaLOGY ANOHOBB ANn DPrW> ♦NQIORS rs I s/...INFO FOR 5WE W e'/ EAF INa10R! 5 1 3/2'. A'n v+.NNoU DR EcuE}n OF t/4'0 ; 3/4' I MvRIS 3pW _¢T. µLN N, ,,, BE, J/e' )H10 INS PO'JAFA CENLIiRC. No. WBELYFH} a'A L %89 a l9t raa INTO SNCLO'yt•yY BE PETyRTEp, 1/1b_x0 S,S I9.{C M oEFmW NoM sR ' BE 11/2' LEND YIHMIA.lNe, a Bi o 6Wx nI•x0i +D mrr, AND )' GWW']M IO WN MIN . SIIKCa. A3) N CASE Nor RREC••"E oron. PREOAST DONCRFIE"PRiELq PAHTRS OR AW Y+ISIi 6E rOWa W IM: r>95ryNC WALL OR }LocF Aft S DE N'o aGUCH TO REACH TIE VAW STRURURE BENNO WALL N MUNI. NRYf re ENNL B[ AS uSaRED ON Nola A:I).e A3) NVJSi MR mlawROUS 01 NTM 9RWp OF Fay Y/RN OR 'AR.IR rrtIAL STIOs 4C SNN BE E.WCER. FOR bs1ALtAnoN mTo fl)S x!n{ {mN.SruDs stE sNEST 2a (e) r0 CcorNo CMS Exco0 (ASIV C-80); 1/4'0 TM'GOH OR r N W)q.AWAVCEO TIRVM'ORN RGNH0.p�1' R-on AS NRNfAONREO BY'IT,W. RRju:M 1!4'. , 3/4' AYL P m sevo-XI A"ICiHIRS. AO L'6TRHU)ED of Nl POWR SCFh[ BEET & EFCCNt1Y LO)In4lr. I/.', INNER TAP couteE-(E MORE s w/ UP As W1NF>�C(NIIED BY flg NSTEHERS WIELE. I�1, I/A'. TNWER. A.R NE AS 4A\t9'ACIIlPFp BY PONTRS rASR Na- WE, MD 02RFEYRCO BY ACL PO RS SCREW, VOLT & SPECINIY L'4Y+YNfI OR RN ERR APPRINED UCn15EO OR PSRHRHICO WROOR'REDSTENEE NUN FwE MERCIN E IMI IMNENS. At.ALN}W.N, NO, ROIE6: 0.1) "W wulw ENr INTO CONCRE _ V)ACK or TwCOY, BLUE w W( CW ANCFIOR$ RID TRv LA) NittiCRS IS I 1/.• Na IARCpN WRN AWMTEn INRTABPORM.IEERNOR :. ANb14RJ. Ls I% 81) ar xIVJV INERD M OF I/f0 z J/•' Ni MM SEIJp-E r N:LNOR3 :rV2L BE nrT y WBE6)m C,'10 }YE CONCNp VRMANENT me STXCO 9W L a pazomE0. I/v q-3o. SS W,o, SORRY ILEO SNALL a 1 I/- l0. Wti1. C PEIE ApBt, No SNOU(n 51 EMC AYD 1' )cun;Y MR NAUS MTN Ne STVCCE, IN ME TRAT EAST B.>) N:CNCRS S BE LONO INOUGMETO P4 TREWM E4YTVROENN, Sf OrWISL8E RI Na3+ES H�iMeo,,,, .NSNRLNG NDE A4 4+Oe:A1E0 ON NOTi] 9,1) & OS).A00vE.. MR m TX`n ON VHPL SDNR OR Ez'S WRN OR. W}NWR MEN, STUOD C,,,LT is85.ENONiLR FOR BRR UVCN-FRO M IFFII YE)1L STUDE1 SEE SoII 20. (C) NKWIRs SHAX DC'MINlEU PG10,0Na NL 0) TNC =.NgIIVATIONS Na SPFCiICIInONS Df TVE N.2NUIY 4N8KK:IiQC0. 11) SrL SS2dd F tm E➢Li2'SS!(Nm YVER 2 a -iPSSscNE N l.".L ANG16i Vp .w ARE 1N0 In LOGE OSW$S :Ny.^FI9 BEygN fDA E D.ILS9 IXAN. ME 0:'SAFU. F(p;^.[ Ny,I:M y>{WD BY Nu4'.L>I!C W-C SOBNN 01 SOIMAE BY iNE rcLwuND URORS. RELU.LP SC/a^rt£ DBrM:EC t15i1tE f1}C11:SR4LL Naf AR lfS! MN, UiN... VP o..IIn", MR wK IAYN9R 1YD[, ACItIK PAGER DIttANCE TAPCOH TMCON'WRN ADVANCED DUIPADRORV rELIIRauwv At3 POINT SDUO SET VWE.TM w/ CAP TMPER LD. Nell. SPAJNE w 3' 4IN: $PAYS a J' WN. SVIB. 3 1/3• YDA SPACWO . 3' VIn. SPACNG J J/s• Pa1RtFD CdKNa E 8 Cam M OCK IWL'I [O(li(E W9SiC BP(% lva En.s IM6D N.KKi p ca+6Frz ¢Da. iW'SD [41LREIC c0:laulL &Ba:. wlm o>aaE mum-J2 iK N.M1 cn.31K •J YH LB 1 wz Ln •J• J' IA 090. IA 0.J8 �)A OA1 1.0 L0 fin• 0.38 _ _ _ p.JB mm� ]atEm WC. PS 5' = VWT TESTING '& ENGINEERMa CaPPANY 1" _ lab. NP. 36'?. 34. W, a:.. MFCA 4M14g86 SImN ]) L IS. AsSmSmAn American Shutter. Systems, Association, Inc. 426E Wastrocds Cii➢e (lest Palm Beech, R 33407 V CRU RY. :10 GGJIGSIF � III �. {I\y J x41c PhH 6 HIIB9CWLG >a BO 1 1PP+Ot � fiNKWIAO YOUMMG O C�k')11/n�BR uaxnxc" ©WPtl(NALK ovTR uounnr+c 80" [6NIB93At ♦0 60 I 1201iW (vA 2a3 RPM A ♦0 ep M4hh RP.SM MW+J ]! 00 1301W 103 J0. 06�J 10 ") 60. RYN5L.18(SBIS ]5 08 0.0E 130IBO201 4Sa0.1n5C -4 14:8M iR?SVH:IWBG 40 W 1% B0 w Ibtl m 3'-G? i• 19 ttl 9 e H 8 9. 12IS. 1 u 12 12 aS v a n a a s a s mumM 11 ID 'R B 0 B p a I} 1> 12 0.3 6- 0 ♦ ) 1 ]. ] T ) > y0. 3 9' D -0 3 3 6 5 1• 1i 1p H 13 1D A 8 'a 'a' O 11 12 12 H2 WHO 6S > ) ] ) ) > !t ♦ 3 -0 ! 3 s y u M R 12 1 d 10 t0 1D Ip 0 8 9 9 a a fi p a a e e 5 8. A H H 0 a 6 u. R 11 ti 12 J3 1 fi 12 12 12. t]. 13 a 11 13 10 :9 1S >S ) ] SS 5 • ♦ J l_ a)> ] ) ) T ) >. !s ) ♦ 5! J 5' 5 -S 0 b. S 3 6 'S 5 S 3 s • '-0 ]. 5-0" 1•. 1 f0 B -0. 1 0 6 13 f]: a 12 10 J.y y3 • .J V i > T J ) T Y "D 5 'S a. '� 3 1♦ ti 15 11 f0� B 6 9 e B 8 'b d 8 'S t a tl 'i3" D.5 1 . 93. d e ♦S ' s' 33 u - = i. ] ) > a D` > -> > ) t'+:d Y- 5.>. 3 ♦ A 5. S ! ! }. ! $ 3 3 8 3 .1 R li IDM I H I a Id A fEi tl- 15 9 - J5eJ)] ' A335b33 1--J-]5 . j-0 , '3S5y56 ♦ It 0 e U 8 b! "3s3>1• . H+ J! DeiJJa3A> l)J4)! . �" a HlNi 112 2S a0O lI11. 9 'n90 laB8 Deb . 9HDB]1 ll� 13P2 0S a1 ]•Y3}n3 _]l]]Y 9a>)>] ))]>)J) 9)J)l)3 s8>])TY33 :. O>S5Ds3 83a!>D! .:. _l353S♦5 " dJ5J- . 991 !B0! ' - . :. .33S33 J3U♦Jaa.D 1♦ 1A u A1P W 9 9. 8 8. tl '.8 n R - _'1B i IS: ). • - > a D3 i3 ] - 5 5 a 0.. 65 - I -, 1♦ N 1]. A Ip 10 9 D a 8 H 8 d 9- - t'3 1 4 N. 6'63 J3 ♦ 9 9- - O O. ] T ). Y J )3 >b D y IS - - 3 'a 3 s! 3 b 3^ d ♦ •3 J - - H u 10 2. e a - - u 13 >3 D 3. Js - - G•-G• u 11 A 12. 10 f0 R 8 e 8' b C - - - - 1Y u. 9} dy Lam' ♦ 3 - 3 S 3 Db a 3 ♦ ]3 - - p J .l • 3 15 - ! a !3 5 ) - 1•. 13 10 9" B Br] t0 b3 S 43 ) ) D3 5} _ 3 5 a ! 4 - 19•_O• "� _a3 - - a > a > ] •A -. ] S !. ! 5 5 1. 4a b tb t0 B -0 e - 9.d T 4a J] J - 1 _> ] ) 8y ♦A - 3 5 ! Ly >3 H U 10 D H' a - 11 9 H S f- - a a) p 3 .- k-0 d' ♦} 5- H. IY 10 1 e D - 1V,� D C 0 - 1SS ♦Ai2 H12 t0 D 6 813 !J •♦9 SS 5 1A JS > - - 1] f0 9 .b 13IS. 8 - - ! - - _ _a ] ] 63 a9 33 - 3 3 l] J ]t04. 8 1"♦ ) ) - i 9 5a- " 1S-G" H 12 f0 R H - - Ib 83 8 13 lA J3 } >'. ) ) .) ] ♦.S _ __ } '1 as 93 S 3 ♦b JA 14'+O" 4 1 10 D' 0} 8 !39 1 3.3 - ) ) ? > ♦ 3 S ! S a 3 ♦ f} ID 9 DS ] J! 1 f a 5 a. >: )S ! I5-G` t• ]1 tl 12 10 10 10 0 J! s. lD J 4 1 J a ] :)- ] •3 > % - p 3 5 3 3 ! U 13 ! - y ♦ J " 1• T 1 __ OS 5. - ). 3_b SS _ 3 D 33 Ifi+-D` 1, � 1Y - - - •. 3] ) A75 3 - 3 - _ - ] f T D J.• � y "1 .> 3 5 is i3 - 1♦ +2 to"- _ - > ss a3 _ ..�_....: .. .� a, �� = - - Q 0101]unr .A9 IL EC.OEL,1:. :1. P.[ .161 ANCHORS SPACiN" LEGEND M VANCEDNO OGYp-SET' H SEF ANCHOR: $PE SHEETIO 3 Otl SHEET 13 0 VAUD ONLY FOR U? t0 t7O, -75 PSF A.S:D DF IGN PRESSURE RATING & FOR SPAYS PER SCHEDULE P. SHEET 11 1C) HV BLADE ONLY A.S.S.A. Amarloon Shutter'Spatoms Assoclotlon; Inc. 4268 Westmods Drive Wck Palm Seoch.. FL 33407 SOUTHERN PINE No, 2 W/ I DOUGLAS FIR W/ MR. WALL MDUMWGS CQUN. M, N. 0 & R I FLOOR mmm 00— fa & SPRUCE PINE. FIR NORTH W/..MW. G•DAS 5PRUCE PINE FIR-SOIlTN- 1/PLW.'000 2MCO% 1 �N tw a.W 'enNi.1RG.�S. - SPRUCE FINE FlR NORiN 5 U W W/ IN. 0=036 N. .. w W/ MN. 0=0.43 FR S( MALL MDUNRtJGS CFJUtiG M1IOUNT T WALL MOONONGS CETUNO M0,= T . - - . t% IAIN. G=0.36 M. N, 0 &..R FLOOR MOUNRNGS 'M. N. O &-R FLOOR MDUNTWGS WALL MOUNTINGS BA. WALL'a011N71NG5 9.0. WNl MOGNfIN:S &0: WALL NDUNiiNGG ell EeEsaav�aoMMa�Oem0®E70�0o d131011M ME E3oC�0E vev @ HV BLADE OR (1) HV BLADE W� HV WINDOW BLADE WORKING IN UNISON+ e Gtt Yv['SA IX ug ip eacz e.Y oan ]0 '{ NOTES ON ALJ[HpJS RF�nItIR M ;_W000_SUP.STRnTFS, IN ML MIR M SNo a samr ]V.1LL L'L /S 1 SL'a594fx Y4LL CaMa21 es n, ftl1•m4y. .. Fici ssclaeawu�awes.4swsx.eLuem m uxe arsnd. •/ Icvlxat sr_m:x]rt u wxacuID u Ix: -SeatNtc+'voR Na..a e/ c-a.m (Nns) -oauuws rw s/ c-o.Jo OLOJ.I OtSotgn� = t o moa -zamct w¢ M nwtx e/ c.a.eJ Mosj -SWu10E WS (a1. JCUTn YI e9.J6,(NASJ `3: Nli'Md'tl xa NOLLW CCIWG MNL of AT m W MV m U, SiIaT IT MD :1WI. ==,w -Lai 1/Y = FLY (Isis M4 4M SCTFYv.A$ pSR't02"�16 GP0.'$GM1fKK1A 1, IxIS110 4WLL 9C —'aLEa hfCGL(•JA A% f,.'4L 9P'x14 Ix NQ ^+PTMC.L1Wa,CJ' nQ'. N:41Wt'S WHt6/{IVJpp. ._ cIa1T iLlFta.'aC. ILT E� 0 TILUT TESTING. & ENGINECRING"OGNAANy 0.U9 HR. MA 54 Eu.J4i NFRz\ �a4 tUNC] L Faax: Wsma-i5w ,ca:(JJSJSJLLJJI e- sr::eo,a:cun m-aeM]a xiLIItalk. 1 M16T A.S.S.A. HY. American ShuNer Systems Assoclallon; Inc, ;Ne 425B Weatroads Lkrve a West. Polm Beach, R 33407 a Nt 90 @HV WALL HEADER INSTALLATION -17T W, 7�014 OR WCO"'A" ACOWED W/ t 312' M2 Mh"I ,Bn OF FEE, ,,ODD N R. tEEr E eOua On ww ") 1/4*.-2W/4'SS 0 12- 01 a a I 0 -vo Tr RE01. z f --- 1/4'F WOBN OR TpFeq(1 41iN PDVAI:CFO I T.A�CRW TECWV� W /2 /4� W= OR TM�al ux Tr EMS,'= wuaO PENMARON OF W� -A,'— OR -BiE FOR fur 0. wa 15) ISCE SW�� 0 �m 15) EMWV40 27W I". ED YRRMFoR. SWE ftn'=0 REOD. BOY =2-EZ�F. CAN Al 1/2' KWOOD TO BE WAM F� M� PTO K� M�A.lm MIT MA TO TO ATE�D TO Sr M (SEE � oO vw 15) SW ANY �� iRTRiJDD TO BE Ml�-HM TO'=X W A=R�CC �Cw�ce wo (9) HY WALL SWJN99LA71ON 2308 or B,E FAC4 VDa a B'z nP SILL 00,Ht-WALL SILL INSTALIATION 4 SEE VVdArONS Or %E OF eIAY d)—lizi OF FLORA BUILDING CODE(! Lon H h Velocity Hurricone Ion, I JER A� �017 MTECO, m V! M kvN B�l. BERTHA HV,, Aw '0 l7c =LEco�,,,. , AnSMS.A. ,,Accordion Shutter System mpmy Annarican Shuffor S I a" w/ cR w/o Kv. w=w aAm TILUT MSTINc & 60INCEFUNO CO Ya arns "My A Asloclatlan, Inc. I OLD 16-Cas "..t P,_ I CRAVANG NO "..t Palm SaaCh, FL 33407 17-107 RE NAI1 FORRN •+ J V Y SPAN & DE�tru I nep' FOR MSTA'I eTlnu 'wlru al AnF 1 iiOR61NC IN ttNiS0u 1/a a 7vCON rzr i— YAP•Cd+ w m I:WANCER a15^ ((Ltn:) Cx51MC iA CO r Yw. YI+RCA1/2* U ,, PEKE TI, Wpp6 bYAN'RMUtRFP :' ) S / _ :�'• \ n/ +' 1/2^ Mix. PENCiPA1lON - SYRJDNRµ K4Ctu,CS' ' '[ 1 I� - CCDE' (ff A^MiCAeLE] I t - K iNREADEO APtA'10 t' P/iEWFS, Ynuss I?i!D or E1NsnNc VOw &c/N /%j f j r---- ...__ ✓ / e t n SC wW0 ZMCK Ca2GWn.� MI CNL'$C 'hs AE891ERE0 EM1^anECA ON j0 !! 'q - .� � EriSnNG%9W j / l • 1 �' 5CDV{L ON ^aS !IL'1' 19) y/ t/A.-i.R NUR MCMRCT AR{R 10 LbJ •1 -` tM55E5 OR OG RCOMFIEO _— SAPCON PtiH ADVANCED n t � I> > 4•i-� \ I I Nac �Y'cm1 c1 ]• IA:T:, PiEaN•.ERiN. tn9! iLv>,'/,/ a�-/✓--.. .c.�,• —S 0,111 31CVaINK, 1'M1rI5• C4Nl. A.W. ItiE[ i {1 (EET' SMtARE 6Y 4RL1 19) © © 1 Or © OR 5 Or Q: iJ3355/516Y "C SCdYCRS i0 t ) t. i Or Or 1 l0[AOUSCFiiSS A E%Krl.. YM x f 7CLAT_ 03RU4»ft i4M4R.RE0.0 } _ uEYSCR, (2F hNMf1NAL GV$j ]I JM lliN _EPAPAtiON LD OUS5 f OPEN MOLE AT. PACK IYPRI) N 2- n,,. (. (SLE Y]1EW4E OV.54Yt I t) C% t j �I 5/ CMD fi 0 {To I kPT fy FUIEitNRG1.Or INR(ApfO Al C16*1CF 4T RYT. E: 3' cSTKA EA ONS %1 nw FOR Lei surtAxr i 7. MIOL A" TIMOR LOAD AN] CS�HV WALL HEADE.__ R INSTA'�hgTION "�'"'o „i `hlR%[ Rl s[F of al tis--, m I s m 9 O YAX SPA4, TMS i M Y.vf SAm . I y>gAxr Pi yR- v S'A-AR H K Q4LY VALID a c%rr.2 rcn (�I 0R Il rx Ywtdu MR wwtp e! u:N, spTev r +-s[[ SrK(1 . fCR mrW srm%R ASSru9tY 1. eN66+t tp] 1 a sea ry rtll TRINITY or 0.90 AS DoNow 2-YRil.'m.G SCGMVS GN i4 C9f.'6M0 : ON.CNA Q)) l efl ' OFIR R OP. COYMERN HM1?. Nb i n uY ..+rb sw Arrc asYUA]wv THV CEILING INSTA d71t1N {— �9' .0 V CEI NG A TO ss J�( uul. 5[PAMlsal TG rAAs ,� m v ROD �OR t 1 1 (PEE SCIiAl1F 0Y 3r+£C, 1T) EASiWC I+IW aHC iR-0 :FPAW,ii(4V i`S i bush e�isEE Yr¢OutE iVRI sxm u I I f J l ) I I 1 nAl t CAA1O 11 ! LY6t5lO I 8 i t Y/c., @ - f M ttF D ns YiH Wx (( O ]"Is, WN. W'OOD-� ,:REYvS fl 1R� a:c YRInNc;NAkD (NO _ _.—._.. AtWM£O N• NSSlt1]L 1 19 ri CC OFmVio) o_;. � 3 - '. „f rf r'1 J to euoe>o-ueun _ oarccx IF -Ew,x or (ECN 1/s•v-]Dc1la• s.i ARP:M/8tE 1/a^9 iAP"IXr OR PNi TRI'SS HEAD TAPCON wn, AOVMCCD Y SCREFS t 591 P{AIT MRrALIPOR iF'YnrNLO^Y W/ t/A-_2D tM5 // 1/a•5 TAPCCM OR YAP ON Wfitl AffJSNG.O •Rto0. 3 w/ 1 1(] rrn Pumpanmr o 1]• D.C. Tn-R LY'CIN! Cq rsr'CON 1Y•N rol' YCm mRFMrOgyJ MREfLrNW TECMnaLOOY w 1 1/1 Y.n.�2' ILL'L � 1 ' :E; I Or tHNAOED-IttEA TO )ECWvrotocr w/ r v] W, PaIIRAcCN a Twz,C_D lAiL PBlfiM11CW or irNA]ED / ) t CORTWO WOOD NrWCIt IDEA TO EYSURC IMOD NE+➢ER. tSEE S^NFLr0.E ON SNCL} 1S) AREA TO MRNa M j • (SIX S[F'1YA£ OY Sr¢n 15} WNCRIRE. ON SNEtt is) r�••,, d HY WALL SIL wcTex I eT)nN LJ&sExLi `r,;;; rm WHY FLOOR INSTALLATION Q WALK —OVER INSTALLATION FLORIDA BUILDING CODE Non High VetodtY Hurrieone 2anu J1] A 1GE /l c rmw mucc, nx. �2D1] EAi�[xN u_sru ?uPn.T, TNT rJSF, .p ERT Tr, 7 IL E C 01 �,S„Sj,�� Accordion Shutter System NV. 9A➢E, 41 W/ OR W/O KV. Y NDW aenE American Shutter atoms '��. 5' 1 fp tRln TESTING &. ENGINEERING' COMPANY svmmv RAM oa.m Rr: Lc. rj cas N.w ,ue.s nw5. vawA wm6¢,.Tina;v, J]i Association, I60: 1 OLO15-CM 1 7/1 MI[: O)/2Tt) M{ +-Wj}{I'pr-sy� pnaae (,m5}a]I-ebso-, ru px7el+-ilsi 4268 WestMol prive x DRAWING No s��NAL E+IG1 ''ll ON -Moll cam West Palm Beochr F> 33407 a 1 ING No rwTFP'A'NYT s. P.J. + P,E, SEAL%§IGNi iT RE/DATE rL°�+Y`'t,uw s SHEET c' OF.2 END INSTALLATIONS D HV'13LADE OR 6a WINDOW 'BLADE INTO "X4" Mjt! WOOD STUDS sxs -°&- If IF 0.0 END CONNECTION DETAIL �a. MOIR RRiQ bK. In . �.u+�+.Y.•a.r °�n'I mrT n /•s wan X&S...A. Amerlocn Shutter Systems "'Assoclatlon, lac. 42E8 Wza.aee 04.e West A01M Be-ck FL 33407 rmw was ND- ONNECTIO_ N DETNI • "a�v axr •w wmaurte wa. rx-v • SEE. iuruncri Cr USE G00. eUdE�ox Y+2r to 1 [:d No ad �, TYP. fA NYa S IlSBd9 R ,ry Oy, e.nVCxrBMLQ ya cm 3 DMI p "= ID Mt NENM. Lj i 1 �`tY'L�H'i1"'rS 1 -7 0> CTD Ob. ,o, O- 't: 1YP. m CEWRNdA1Es�� W14t I wlD to AM a.a 1p w. Zti* as -e+.V1mLA YdD ELEVATION 4t1 ••+"fHNNN TD MAC SDiaAE ON 5MdT ft !Th 6/¢b'}. } _ Aq Di pq;gpyE fbl afDESmes§>� PLAN NISON WITH HV WINDOW BLADE 1A SHUTTER* orr'r7Ts<,... Q �C.ENc:::-Ypl emi»aTEco, us, 1. w ASD.. aysnM PIUSSPaE - ,nto. -.110 n0, R MAW SHtITRit SP,N.: PS' S: AttpwiD 4WHPNGS: A, D. 4 4 H pN:SHnJ3:0. T; AawTltAa Yp11NTNDaM..0. S. V 6'N ON,SNEAS IB h t> Dlev cC+np�+u.4tEryrzR'6��4.w/ art x�ME.iuLLoxTa n�m &x1 �MusT aSwC(MD[4Y AT E>TEa,'ACUSN - f. S W NN. eADDw fdADE SHUT M6Y ALLpw A InME+MI'M S CPLMMS (SY LAMES) fpR �i P[A� AT SPAWNS SMDb4 C4,410ET 1. t87 Wl 6EJlWlCE nlf�( i®Mt BDP.DY E9GE CE IN CiDOw DfME© OE Wr J'P ,m{f fat �iJ slw6 aCtY.' -(MCA �yti.IIAy. COu:c M.iFpl STtA:ptS Ai [ems MAr BS.,x (04YQ 4MST a[ t6ED AlTfAnWE Tp A Sa10 ,SW':TiMEO tHaaitxart m ms wNrN,. (EJ RS Lltl' C NwAn aC PATHI1b.IIIUCfM( m A a v M' METE 1 ni E11XDi SNE 01' tlfi4. (f) PM.VCAa9aY4C HP wMDOW>4W SN1ll aE RlSIA4Ep 50 TypT TA fA e let pin20a W Tr.E a'Le(!N PftDi[pap. {T FJIWT Y451 aE M(LY Y6'IILED AND LO"J19 tED.'N A wJ 4[Ti1N0 OOI 'DY A4l aC. 4 StE ANa�Gft SA4J40 SLH6ME iMi nTf41ATNN5 trip stta IS RDm Ln$m+LS.ON'$)rQf AS {3RR0 BYS'x! AND DESNN INO (SFE NDRS 1 N D A�JFf T. TQ IMNDi StiMG $CIHT4f iDft VrSLW/,T, 6Yi0 iMFED CGND�C Oft C@+GimE'&DEN PNL pN Sle¢TS f3 a 13 Aa IMtED w vAN .ND ompN twa (sr;E ruvs't e J ADa2).. b. NNJNH SffA4ni�! TO M.tE :LMNRC. PLA A9N [-199G WdmLM2 !(P(Wy SCfJIWmN TO Qiss .A.S.S,A. Amar(can. Shunter. Syaloms Assoc(a}ian, inc: 4268 Westre4tla Onim,, WDPt Pblm'Bmch, -FL 33407 .'roam• mrcn.w.11 ABc 7-`��..-430 aa, rar:x eruvxetl a t• oC, o s' o aw w w ro snNR c-aa 'sttcs r IIx sans a1 � txsmx rF+:s axKur eec •s urF:xnyu wsnwo. CtAS$ NIN. SHFARAIIC 0 (at!C'"uCtL:eULE r. c ass' nav aa. � ttaTns ru YSL iPFt-H.4V.Wfi4.I CAS AYIM1MA wx w w, c-tia i 1 nruu ra trees me scrrcw on i [3c � r—i4 � mwrt n„^c � c'es ae iioe' FT]R' BERYMA �T_Hy �EQNDMONS F QSF R 'ZnJhM INSTALLATION TO META' SB tvN L MAX -,A. LD, DESIGN PRESSURE RATING t7S 75 (psf) 2. MAX., SHUTTER SPAN; 84' 3 Ai -LOWED MOUNTING;'.8 ON THIS SHEET, 41 ONLY ERTERMATE 21 W/ 24 HV t.DCH ARE ALLOWED WITH 2f ARRANGEDVA $9 ETRIGL LAYOUT. USE Or (2), 3 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT OR OR INTERIOR ACCESS SIDE. OF CENTERMATE, BLADE $LACK DETAIL HVF IS ALSO, VAUD FOR CENTERMATE 21 APRUCATION WRN BLADE (J� 1 4 _ - as Rio 4uaE3.", ®fi O:a MS WA STM H AO RISItL IUGr ATTnm s• as � 1/2, Wm) 6i01i, }RpCCe.WC. IL ECO1N�. 1a I VLUT. TESTING A CNGMFCCwn nnuoaur w,L I nil1 ,.LJ tL-It -12eDp`Nax.- 43 f /4A0 NOMINAL 8063^T5 ALLOY SER613A QN TO GLASS SCMEPUL ✓^- uez EE!'I'N956 ESEPARA !!UST PENETRATE �i?--- rN 1/4'C-2e TNR.ADS �.1/d^fd ELGp CnNSTpltrr!nu PR0011CT5 FAB-LOK Mn COMPONENTS k'i NWU:�.0 tti6u) StitiG.J/6'W 5' 1/2> TW.. s K. AuS.SA, American Shutter Systems Association, Inc. 4268 Westiood5"Drive 'West Pctm Be'cc8, Ft 33407 Q m VIEW Y SIDE CONNECTION TO TRACK 7 4/4/2019 Florida Building Code Onlinz„ Businnes ' Re.941atjoh BCIS Home I Log In I User Regiatratioo Hot Topia submit Surcharge Stabs & Facts Publications Contact Us BCIS Site Map' Links Search Fonda FILE COPY Florid pr M Product Approval 'S USER: Public User Product Approval Menu > Praduct or Application Search > Apollcatlon List > Application Detail FL# FL12246-R4 REVIEWED FOR Application Type Revision CODE COMPLIANCE Code Version Approved S'T. LUCIE COUNTY 17 Application Status AAved BOCC Comments Archived O Product Manufacturer Expert Shutter Services, Inc. Address/Phone/Email 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772) 871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St +- Port St Lucie, FL 34984 C (772) 871-1915 Ext 106 LLJ CDZ U CallExpert@aol.com } U coQ) Quality Assurance Representative Michael Heissenberg C J Address/Phone/Email 1626 SW Bilmore St Port St Lucie, FL 34984 Uj (772) 871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll -up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 9 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Standard ASTM E-1996,E-1886 ASTM E-330 TAS 202 Year 2005 2002 1994 https:l/foddabuilding.org/pr/pr_app_dtl.aspx7pamm-wGEVXQwtDgvzRNLe5g40VIiltCeHwT5BBAhhv9l8%2fxUQDampBlggCQ%3d%3d 1/2 4/4/2019 Sections from the (, Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/27/2017 10/19/2017 10/25/2017 12/12/2017 FL # Model, Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Approved for use in HVHZ: No Installation Instructions FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- 4� 4.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL12246 R4 AE EXPERT SHLITTER SERVICES DRWG 17- Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +160/-160 Other: State Missile Level "D" wind zones 1, 2, 3 and 4 (basic protection only). Pressure rating: +30, 30 p.s.f. at 20'-0" span and +160, -160 p.s.f. at B'-0" span with 1/2" slip. See sheets 15, 16 and 20 for additional pressures and spans. 244 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007,2013 State of Florida.:: P[ivary Statement :: A=52!11111ty Statement :: Refund Statement Under Florida law, email 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 mall. If you have any questions, please contact 850.487.1395.'Pumuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval AccePts: M M ®' RE M m4iffiNJI 6 SeCurltvNih RICs' https://floridabuilding.org/pr/pr_app_dtl.aspx?pamm=wGEVXQwtDgvzRNLe5g4OV]iltCeHwT5BBAhhvglB%2fxUQDampBl9gCQa/n3da/a3d 2/2 GENERAL _NOTES: 1. NAUTRVS ROWNG SHUTTER SYSTEM SNGWN ON THIS PROMI EVALLWTIO{ ODIC CR fM"A'1 NAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 61O EDITION) OF ME FID UDDWG CODE. NW MS ROLLMG SHUTTER SYSTEM SHALL NOT BE INSFAIED AT NIGH VELOCITY` HURRICANE ZONES (MULTI -CAE /SROWARO COUNTS). DESIGN WIND LOADS SHALL BE DEFERMNED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WINO SPEED AS REQUIRED BY THE NRISOICTION WHERE THESE SNUFFERS WILL E INSTALLED FOR A DIRECTIONU.TY FACTOR Kd+0.85.USINO ASCE 7-10 FOR INSTALLATIONS UNDER 2017 MC AND SHALL NOT EMCEED THE MALIMUM (AS.D.) DESIGN PRESSURE, RMNGS INDIC0011) CHIPS ER 13 RIN 16 0 20 THRU 20, IN ORDER 70 VERIFY THE ABOVE CONDITION, MOMATE DESIGN WINO LOADS DETERMINED PER MCE 7-10 STALL BE FIRST REDUCED. TO. &S.D. DESIGN WIND LOADS BY MULTIPLYING THEM E 0.6 IN ORDER TO TO COMPARE THESE W/ M (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHM75 15 THIS) IS & 20 WU 20. 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.EO. AS TESTED WERE NOT OVER STRESSED. A 33K INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS RpX USED IN THOR ANALYSIS. FASTENERS SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. RMIMUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT M0 CYCLIC RESISTANCE HAS BEEN VERITUM IN ACCORDANCE WITH SECTION 1606.1.2 OF THE ABOVE MENTIONED CODE AS AUEWCAN TEST VR OF SOUTH INSTALLATIONS FOAL WIND ZONES 1. 2. 3 /C.SI4. MISSILE M5k D NNO ON Y MPUC &ETTTO BIS�IC,PROTECTION INSTALARONS AS DETNED BY SECTIONS 61.1.1. 62.1.2 AND &3 OF ASE E 1998 SE SHEETS 19 § 20 TOR ADDITIONAL UMITAINWS. 13. ALL ALUMINUM UMSIONS SOUL E S063-TB ALLOY (UNLESS OTHERWISE NOTED), SEE SHEET 2 5, BOLTS S PBEE AASTM A -MOT. GALVANIZED OR ASI W4 OR 316 SERIES STAINLESS STEEL WITH 36 W MINIMUM YIELD E 6. RMILUS ROLLING SHUTTER SYSTEM BEANS U.S. PATENTS 05.093.225 AND 87,409.9110, 7. ANCHORS TO WAIL FOR(g)SIDE MIL SHALL BE AS FOLLOWS: (A) TO ENLISTING MUSED CONCRETE: NON. 3DG0 P.e1. COMPRESSIVE STRENGTH. -316 0 ,,, BOLT 3 µECHONSAASMANUFACTURED FA URGED BY MLnINI C. EL INC. AI) MINM�UU�M EMBEDMENT INTO POURED CONCRETE SHALL BELL FOR 3// K BOLT 3 ANCHORS. NO EILBEF00YFN�11M0 SNCCO XL BE CONED 1 0'M PANTBOF TINE REQUIRED EMBEDMENT. A2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: 4• FOR 5/16.0 TAPCON XL ANCHORS A 5- FOR 3/6'0 KW1K BOLT 3 ANCHORS- EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. AS) WE E CAM PRECAST EAIL OR R00% ANCHORS SHALL E LONG ENOUSHH TKO RFF/CHH THE BNNN STRUCTURE BEHIND SUCH PANELS. (0) TO OUSTING GROUT FILLED CELL CONCRETE BLOCK WILL• ASTII C-90 -5/15.0 TAPCON XL MCHORS. AS LIMUFACRRED BY TV BUILDEX, INC. B.1) MINIMUM EMBEDMENT OF 5/I6.0 TMCON XL ANCHORS INTO ME GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 1 P. NO EMBEDMENT MMO SHALL E CONSIDERED M PANT OF ME REQUIRED EMBEDMENT. B.2) MINIMUM MOE DISTANCE (ED.) OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLACK SHALL BE 4•. EDGE CbiANCE IS BEYOND ANY FINISH MX11UW. B. ANCHORS SMALL BE INSGUED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECUICATIONS OF THE ANCHOR'S MANUFACTURER. 9. ANCHORS SE/CURED FOR STORM BASS CONNECTIONS SHAH BE AS SPECTER ON MPUDABLE SECTIONS SHOWN W SHEET 9. 4- CAU(-INS MANUFACTURED By POWER -1/4.04/4L SAND SET MANUFACTURED BY ALL POINTF I.VNCC. NFAS, INC. -3/8'0 NWiN BOLT R MANUFACTURED BF TILT, INC. -3/16'0 TAMON UANUFA RM BY ITV BUILDEK, INC MINIMUM EDGE EDMD EM AND SPACING ME FOR ANY MENTIONED D ANCHORS SMALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EWE EMBEDMENT GROUT FILLED OR ANCHOR SPACING O VIOX EDGE DISTANCE 0 FIRM CONCRETE CONCRETE BLOM 3/B'OXl 1/4' CAL( -IN 3 3/4- 4 1,2- 1 1/4' (3000 PM) NOT ALLOWED 1/4'0a3/4 SOUD-SET 3' 3 7/8' (WOO PSI) NOT A.OWEO 3/8.0 KWTK BOLT TZ 9' 4' 2 1/2- (3E0 FMI) 2 1/4' (2899 NOT ALLOWED NOT ALLOWED 5/16.0 TAPCON XL 3 3/4' 3 1/0' POI) 10. ANCHORS REQUIRED FOR MULLION CONNECTIONS SMALL BE AS SPECIFIED ON APPLICABLE SECTIONS SNOWS ON SHEETS to - ink 11. 11A 12. 12A, 13 & 13A -KW% BOLT TL EXPANSION ANCHOR MANUFACTURED BY HILT, INC. -NUS-N SCREW ANCHOR MANUFACTURED BY HILT, INC. -WEDGE-BOLT MINOR MANUFACTURED BY POWER FASTENERS. INC. MINIMUM EDGE DISTANCE AND SPICING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW ON AT ABOVE MENTIONED SHEET. EDGE DISTANCE MO EMBMUENTS ME BEYOND ANY FINISH MATERIAL EMBEDMENT O 100R GROUT PILLED OR ANCHOR SPACING 0 100% EDGE DISTANCE 0 IOOX CONCRETE CONCRETE BLOCK 3/4-4 KWIK BOLT R 27' 9' 4 3/4' (3000 POQ NOT ALLOWED 1/2'0 TWIN DOLT R 22 1/R' 7 1/2' 3 1/Y (]ODIC P51) NOT ALLOWED J/B'0 KMK BOLT R 6' 4 3,8' 2' (SOOD PSI) NOT ALLOWED 3/8'0 HUS-H SCREW 4' S 2' (30DG PSI) NOT /!LOWED J/0'0 WEDGE -BOLT 4 1/2' 4 I12' 2 1/2' 13000 PS) NOT ALLOWED 1 /2'0 H ORE OR BDI 6' 6 3' EON PSI NOT ALLOWED 5/6-0 MB-N Win ON YDO SOT 7 1/2' 7 1/2- 2 1/2' JOOD PSI NOT ALLOWED it. THE UEW LKTION CONTRACTOR IS TO SEAL/CAUt ALL PRODUCT COMPONENT EDGES WHICH REMAN W CONTINUOUS CONTACT WITH ME BUILDMO TO PFNVEFR WIND/NAN INTRUSION. CAULK AND SEA. PRODUCT TRACKS AL. MOUND PULL LENGTH. 12. M ORNE PROPER ANCHORAGE. THIS PRODUCT 5SH�NLY BR TO VERIFY ATTACKED TOO CONCRETE, COSS OF NCRETE BLOCK STRUCTURE OR WOOD FRAME BUILDINGSME PRODUCT IS TO BE . TO 13. �TIPR01)Ucrrs INSTALLATIONEIOP� COMPLY SAL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGUUTONS PROVIDED E JURISDICTION 14, UFTING MECHANISM NOT PART OF THIS APPROVAL 15CON011105N5 E). PR PAREDD FROM BY HIP.E.0 GINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROIECTI I.A. WHERE THE SITE (B) PEDR CONTRACT EO HE/S10 at NE DOES NOT DDMTE MOM PONSIBLE FOR THE SELECTION, TE CONDI110N DRNSTALLATION INCLUDING UFE SAFETY OF THIS ALEO ON THIS DOCUMENT. CONSTRUCTION SAFETY AT WCSTE IS ON THIS CONTRACTOR'S RESPONSIBIUTY. (A) THIS P.E.D. WLL BE CONSOMED INVALID IF &TIMED BY ANY MEANS. (d) SITE SPE(COIC PROJECTS SHALL BE PREPMED. BY A FLORIDA REGISP MEO ENGINEER OR MCHECT WHICH WILL BECOME THE ENGINEER E A OELEGAEOAE�(RNEER TOMR WiE PTiE P.EO. ERWECT ANDN NEFA. SMALL O WILL BE SII�BYIfSITO THIS UTRRBLE MR THE RTNE SITE SPECIFIC DOPER USE OF THE R%NWJNGSENGINEER FOR REVIEW.RECORD, ACTING AS (0) RECORD PETD. S HAT�� WE DATE MD ORIGINAL SEA AND SIGRATUE OF ME PROFESSIONAL ENGINEER OF B.JI IN EOR.�BLNOH ERPAVERS BE REN THE p�G WALL FLOORANCNSHALL E ONG EUGTO REACH THE STRUCTURE 16. SUCH PANELS. (C) TO EXISTING WOOD W%AG 6 O.SS IN. UE PINE-M E -SOUTH (G-0.3B)N DOUS-FIR-SCUM (0-0.46) OR SOUTHERN PIE I2 -5/16.0 TALON XL ANCHORS. AS MANUFACTURED BY TYA BUILDEX. INC. C.1) MINIMUM EMBEDMENT OF TALON XL ANCHORS, INTO ME WOOD FRAME UNIT SMALL BE 2 1/4' PHYSICAL THREADED PENETRATION. NO EMBEDMENT INTO FM15H LINEAR. SOUL BE CONSIDERED AS PART OF WE REQUIRED EMBEDMENT. O2) MINIMUM p EEDYGEFIODIST1ANCE(IE D.) OF TME CON ANCHORS, INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS BEYON C.3)IN ME WE E)OSRNTG WALL PRECAST FLOOR, ANPRECAST HO 5 SALCAEELONGBENOUGH TO REACH THE MVENEER AN STRUCTURBE E BEHIND BEDHIND SUN PANELS. SAW. BE LOCATED ON A READILY VISSE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9-3 OF 0 SHALL E PLACES FON EYERY OPENING. LABEUNG TO COMPLY WITH SECTION 1709.21 OF THE FLORDA !BUILDING CODE 9WtL OMY HE USED ED ME SATE OF FLORI64 FLORIDA BUILDING CODE Man High V61KRY Burtka 7®) W44161 *. s S � �6\ 1\1 iiu 91111 o2D17 MITI 9NL nuxn Tcm�Lxen •E4x�Ya0xcDnwIaMcCOR..1 FAxr "Lm- ,ma Wunoed.mm wu1F .)YII,1pr.. r.c Nautilus m DION W. n EXPERT SHUTTERSERVICESINC. 1625 S.W. NLMDRE SWEET FM ST. U= Ft. 349M nNrL om) >.9.. IAA )09.-099e 1m7/-aA244. 9µ99p R a8 a9 ni'O ,Als .Mr AL ORTA • a4 a5 � aL az as �. A,r 1 >a Lvr e25(L ,.s� LI' AIS' S,Y ( pETM•q 01J h.NY L,3LY Y IY µ,N' IYI{y I' Y IMAM' RI.l9i IMAM' RI]n' AM' ' �� 6. + ® Sra y IM• A m• AIAM• k I. QD SIDE IL LasnuuNEwAum uue:f4n• MIIS! Wf1UfACREKR TO FLLDW G4M W.YL AT NOR NUR QF TRAPPED ANGLE fAnnANIMNUNI1lQf Eeue 14•r EpWSNFIAT®6011CSENI6M 1161f W®n (ASLATS .m ,nr .nr �. i SLAeAtANMR LDY ]twIN4.NwLov O BASESLAT T 11ML1 PErAtia emtim]LUMxuuuLDY SUIF.14•T EE.1&M•Y ,YA' a ,4a 6VA' J .nv © 41-inMULLION emFUAM1u1rLOY SUIE: SY.H �E BUIL0.0U7 TUBE emrnnwowNFuor 6WF: V!•1' © 4XSMULLIOH wnunNuuNuuAIWY Luulaa.r COMPONENTS C E1 BUILD-OUTTU13E munwmMALuaY BGLE: vr•r 44167 L,# ,y.' CM 0i110,1, /B,RbA ` V \ WEIY,6191FBML9M1 IAIO' ]nY L Si0' ACETAL BUSHING ]" RMENEDRTDNE]IFNDMI EffaM,immw ]nLA14 mmw .TtsOWILT.QINJM (Ci RETAININO SYSTEM SCREW+ BUSHING •-' sruevl'•r E3 BUIL"UTTUBE EMlTOMWINIIHLOY OH 1/4'041PDW15URDEXIEN SCREW CYi00116nEL Ay 6GLLC14•r .) V 5116'BRWRUILOE%TAPCON %I.ANCHOR LNIBON BIFEL SU{L:14.1' 4 QJ 31B'O HILTI WC.=BOLT 3ANCHOR CIABCNBIFEL 6u1c 14•r only M=O wa ? IL ECO�N�. UK STORM BAR WUTONVYMl11MlOY pG1L'14.1• Nautilus = E.w. MLTun1E nEsn 17-244 sr. Lutz. ti ]lEe] WMNO r ne-vaL . nw m nl-ww „, vlln 2 cY]A I SIDEIENOCAP 2 HOUSING (BACK & TOP) .040 THICK 3 HOUSING (FRONT & BOTTOM) .040 THICK 4 SPRING BRACKET 5 SPRINGASSEMBLY 6 60.MMOCTAGONAL AXLE 7 SIDE RAIL (MAIN SECTION) 8 SIDE RAIL (COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1.10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING, GEAR & MOTOR BRACKET BOLTS 15 HOUSING (BACK& TOP) FASTENERS 16 SIDE RAIL .(MAIN SECTION) FASTENERS 17 .HOUSING (FRONT & BOTTOM) FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR- PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING on'? rao we SHUTTER SERVICES 526 M BiL RE AMR Hurdwne U. f14�r1 R k WE./u arz 17-244 ma w 9LO 11AX[ a �� ww-In oe0 7ne • reoe-eN welt v 'mm 'ss 4>Z—L I llltll5 3eGWllW 'Me .3H1 SD)AOS HUM 1M0 nhiNo un7v4S+ONOYS'611)Qoy snrr;nvN (ON3 c 'OM O3ula 11ma 'S'1'N '3i1(11YlDOMON SA NWWOJ 803 £ A Z S133HS 33S 1RON • Ai 'MW1SN1 WMN 30 lsnn QO 1m noum (V) •Wo134 S3unm Nlo1 3NL uminW of msn 30 IV In sirs Oil T',OWOM'O31WBWI SI 1VIS 010 H313V'0313VISt3 sl ws Oil -ewn 03nNON00 30 I WIS 1VIS tI MOVO DWMNMW MM DNMW 0Dd 38n03J '03SnnN 1V15 1VH1 f0 Sin (SI 3N1 'Nin 10 1SISNW IV S 11VIS NOV3 'NMW AVM 3N1 IT/'03L0V303N1 ""' 'tl 'el A0 O3Mollol Idol d SLVLS 1i /M 1MLS WINS NNINW (0) NYILL mw S1N0OH /M SNOninn 0/M 00 /M OM SNVO N0o1S 0/M NNOILVnriSNI OI 3l fldM ,0-,11 NVNI 03 W MO13N NiunNS :7 tt '031ir1SN1 SAWN 30 1Snn®1ViS n0u00 (S) '1HD13N S,0311nNS MA AMA AVn®1VIS n0u00 3HOMB OTTWISNI 039nm 1V1s IVNn 40 ANStIno '03 law SI IHo13H N3unHs wim ion mmum00 30 IWHS 1WS 11 MO'330 ONIMNMDO SIVIS DMOM SD3 3HnO3;iO0d '03SnnN Ars 1VNL Jo SVIS (S) 3N1 INCH 30 ISCsNW IW14S 1 17 NOV3 '1UA00 AVM 341 W 'LL31M303H1 ••._ Y'i 'el a 0 1101 'dOL IV S1VIS I/ /M MIS INNS NVIUM (0> ',p-.11 01 do U.SeN /M SNOmm A sNVO "som /M 0o sMS MN15 /M 'SMR cools O/M SNOOVWISNI 01 3imndM .0-.11 WL SS31 W W03 IMGH WiinNS t'r3S�5' t S'1'N 38OP110N3WON 'S1N3NOdW00 LOd £ IP Z 5133HS 335 310N tr 'iSbvg vimalbO S IYOWAI (DL 9 SI S133NS NO STnO3)US 33S) LIA v (ON3 'D3 'dll) dVO I. A v (IN3 Yaw MULUOR SPACMG END) [SEE SCHWUL AN UNWcc mgcueLt. an — —v., — — SHEET 15) SHEETS 15 @ 10) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W MULLION ffi WJO STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.& PROCEDURE FOR SLAT INSTAIIATION OIVFN A SHUTTER HEM: r CASE 1: SHURER HEIGHT EOUAL OR LESS THAN 11'-0'. A➢MCABLE TO IM&UTIONS W/o STORM BARS, W/ STORM BARS OR W/ STORM BARS h MULUon W/ HOGHie UP TO IV-0-. (o) CURTAN SHALL START W/ it SLATS AT MP, FOLLOWED BY #2, 13...... THEREAFTER ALL THE VIAY DOWN. EACH SLAT / SHLLL CONSIST OF FNE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW RI SLAT SHALL BE CONTINUE UNTIL TOTAL, SHIJ,RER HEGHT Is COMPLETED. OULAHM OF FINAL. SLAT NUMBER INSTALLED SEFCRE BOTTOM SLAT MAY VW WITH SHUNFR'S HUGHF. (b) BOTTOM SUTQB MUST BE ALWAYS INSTALLED. » CASE_2: SHUTTER HEIGHT LARGER THAN IV-0' APPMCAGLE TO WSTAUATION W/0 STORM BAR ARO W/ MULLIONS W/ HEIGHTS LARGER THAN IT'-W- (a) CURWN SHALL START W/ /I SUB, AT TOP, FOLLOWEO OV E2, 13, ..... THEREAFTER ALL THE WAY DOWN, EACH SLAT / SHALL CONSIST OF FNE.(5) SLATS BF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DDWNWARO BELOW /T SLAT SHALL BE CONTINUE UNTIL 110 SLAT 19 INSTALLED. AFTER H1SLAT IS INSTALLED, ADDITIONAL JIG SLATS MUST GE USED TO COMPLETE THE TOTAL SHUTTER 0 (b) BOTTOM SLATQMUST BE ALWAYS INSTALLED. W—I/j0OR W-2/11aR ® or © IDW-3/12 OR W-4/13 2M BLR SPALON Mar MUUm SPAM F.-- uE24.25E24, ON � u) I Bn sRt(Els 25 & 26) END or0or® V/9 AM SLATS SLUS 4 LATS SLATS SLATS SLATS (Typ. DEo.. END) 09 SLATS SITS MALL STORY BAR SPACWI m (SEE SHEET zz) W-1 1OOR W-2 it OR W_3%12 OR W-4/13 V/9 M., SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN (SEE SCHEDULES ON SHEET 15) (SEE SCHEDULES ON SHEETS IS k 16) (SEE SCHEDULES. ON SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION • W/ MULLION ffi W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOft COMPONENTS NOMENCLATURE - HIS. 02012 TLTECO M0 EXPERT CODE VAnT Ba L4 INC. n-244 aRANO 11e nxDT worm 5/18'0 TAPCONS A W/ 2 1/4' MIn, MEET ENT O 1'0.0..0.060' =V. STEEL WASHER 0 24' 0... EDGE 0E/ OPEMN "SEND Min. SEPARATION TO CLASS (SEE EET 15) ON MEETI MIN. 06 1 1/2'.1 1/21a.0621CONT. AUM. E ANGLE W( S/18'0 TAPCOUL W/ 51 TA ONS XL W/ —j' 2 1/4' Min. E718FDMENf Ni, 24' e.c. 21/a' MIn. EMBEOM O 24' oI WALL MOUNTING EAPCONS XL W/ 2 1/4' Mi.. 1 N1 t1/o NT k I'O.D.X0.080' O.V.V. AWIAINUM ASHER O 2P o.o. S/IV* TAlKONS XL W, 2 Mtn. EMBEOM 24' ET 0 24' o.c. C U CO SEE ANCHOR I'fo', N� SCNEOULEES ON — WTS I8, 17 SEE ANCHOR SCHEDULES ON k LEEETS 10, 17Mia MIn. SEPARATION SEPARATION ' � TO GLASS TO GLASS (S SW LEES, n(uE s�Imuus, ©OR8t O/a - - 1/4-W/4' MW SUMO TEN SCREWS W/ 1' O.D..0.060' GALVANIZED STEEL WASHER O 24' .... CONCRETE8/16.0 TAPCONS XL WI %f T Yri MIPEO'0. 2 1/4' MI.. EMBEDMENT /n 0 24' o c. TIN NG w BUILD -OUT MOUNTING FLORIDA BOIL 44167z -_IL EC. + • 0"17 TILTOW WG �,.1N`;.e... EXPERT SH rntAn+ Im D.mn7 vIc 17-244 m. .. SHM . W. MIND W000 "GRIND MYOD 1IN RNIm 5/16" TO NE". W/ S/16'F TNKONS %L W/ IRYRES ai P.OIER 0 1/4od/l' Ml RUIDf% 14111/Y• OR 1/4'00//- RN ®mDR T" R 1/2' Yin. PENRPATNa AI" Y Ib0JA0RD- OYY. 2 1/i' Y'n. PENE114TdIN EYSRNC WOm Y 1'OA..O.mw GAR'. I1INI/8' 2'Wo/8- IURt IEN SCRR5 M/ 1. O.D.M060' CCLVANNRm 1-d•.I/6- NQMO' G NYIINIlY UK 1' OAv0A6D- I'EYY6II0 SNEE NASHIA O 2,• . MIND NOGD 5}RL Wi,4Nm.0 e.w BUSSES OR R41ER OLD. W49NER 0 RI- o.c NYYMW SiEFL YOSNm 0.2{' N. RIISi[i W1 RMm. 5/1 %L D/1 %. W/21 - W/ 2 1/2• wA W/212- N/EN RON PR TON O R,• es. G 21' Rx. (2) 214- GR 2 %6• mNT. (2) 214' OR 21C MIT (P7 R'n{' OR 'i. ON 2'.e' MINT REEMP D IEKDEK R W RE W000 MFI.OEA t R[MIIRfNO R RCOWRm i g ME 0 pRg M P 1 M GGPPDONO. I t M �yg OPENING � i M 1 OPmwO ` D OI/54 Damtam USTI,D I Dam GI ORGND) i GI�ASSND (avow) . i i . EIaEPogR ,8 A U% tenor") I i A m1 . I I A a GR @OR yyL� (( 2 R .,' OR jt IG' 'C 4[PAMTON OaMOR (2)®,• OR i ]..6. C011f uln. > SEAMOKON t2) 21,• OR 21a• CONT. i Em.YWAnd1 TO OY59 12 1 CCCCCbbbbbMMG (t TOO ,AN3 a A Woou STUD (saymcaSE a eerie• oc I IErt w0%%E a �ml o to' D.C. NAN. I Doi m1 1 y c E 0 Ie• D.C. Y/lt REMBEG 20) OCR20 EINL REQUIRED (SEE SNEET. 20) g E d: R UNC)m. YICIwRS 3 SRMAiNx 3 (EEE WEEE � m '� I i 7 T 1 53, 20) i mi s al i Ru EGm a YCR m) 0/8 0/e y.2 1 DNA 3 0/9 1 1 0/B ('2')� 2'.{• OR ((55 /NRCPE I SRm�NCLANORS D 1 111N{'vIoDD I OON� SMR 21 fODE I ON SHEET 21 I OP. B OW4MEZDWW 6• fj I' 9 OPFNW I I: B I SSE iNCN0i4 REQUIRED, O 1 E. 2-.1•.OQ621COM. SI , ON SMER 21 E. 1 Iry'vI 1/210.0E]' ORE SNER 11 . E. N. �. .mmT. ALOY. MOLE 20) 1( I 4 0. .- �.. 5/1Or. TIPCONS h 2IRONuin, 0/8 I 0/8 i �1DN(/��16-C �iNpKAN4 ;&.21YM•nYln. O/ F 1 D P{' ac. D 21' Rm ]•v4' 00..21 ' N24H, R'v1' G0..2' I NA91 2.4- OR 20/8 GONE. WOOD 1 MIND %W0 OCR OR 11,' CR 1'r • WORD FR,91 C%IS1Wa NEED t� EmSTING '"GOD mNi. RMm EOiEON PLATE WONG W000 DICK OR POTmNI. RED PIA1F mNRi %VE R[OOOIm, OORW PLAR CA � CONCPE I RCtlARm mNCRM SLAG (SEE: SNER 20) 5LABPEOIC1m REMPID (EE4 SMtI RO) B (oolu SHmCET R0I . (SR SNER ]O) B REOVE9m. } � l.. tlIGE I ��_. .. • BUILD.OUTMCUNTING BUILO-OUT MOUNTING WALL MOUNTING WALLMOUNUNG ' SECTIONS Y-Y INSTALLATION DETAILS ON E I• T . WOOD BUILDINGS J� '"CEIV A FLORIDA BUIIDINC CODE (Non Bl2n Valodly Nurdc6Re Zan) f* NO.44167 Nautilus °"mIN RGI8Ry5ENNYrSyYHm a/21/n IL E C O 2eaJXPERT oYG •• SHUTTER SERVICES INC. {�� \\ �_ •.al.•••'�r_ 1\\\ TIEN 10511N0-4 CNDINEGUND DGY `R pi��• roM �d o. Im01 Il 17-244 (PORTRFwR ] IE 96GAwSYONALE�Ej211" DO'WILIEA mm111719 wnaY M 1RYr a. P.L o omE. nc en ao N YRT % v�sY 'P:E. SEXL E/DATE nQNm, iY. l ,a6T TION 0-0 (PLAN) SECTION O- SECTION R-R (PLAN) SECTION R'-R' (PLAN) ORIENTATION Ii ORIENTATION 2 ORIENTATIONS #T &. #2 ORIENTATION g2 WALL .MOUNT END I ULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G G1 G2 NilF1 ,/.• . 1• (2) 2'x4" OR 2'x6' STUDS - SEE SHEET 20) OR 1/0.4W LU 04'.0. g aIh B,4 FLUSH MOUNT (WAIL) BUILD —OUT MOUNT. SECTIONS 0'-0' (ELAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS :W 1/.• . 1• 02011 TL E W SECTION O'-0' (PLAN) ORIENTATION j11 WALL MOUNT END ULLION WALL MOUNT END & EXPERT d17-244 1/2• Min, EA 31/2' Min. E.0 FOR 3/8.0 CALK -IN ANCHORS 3m Min. &0. T Min. E.D. FOR 1/4-0 SOLID -SET ANCHORS " Min. E.O. Min. E.D.-- •-FOR 3/0 TOM KIT TZ EXPANSION ANCHORS 1/8' Min. ED 1/8' Min. EAy FOR 5/16b TAPCON R ANCHORS ' 1 5/I6'0 1APCON6 %L W/ EDGE OF SIR$. I. EDGE OF 'c-� 2 1/4• W. EMBEDMENT IF!.'PLKABIE l iF A°PLiUDIE 4 1.0.D.r0.060 WLV/ j STEEL WASHER C 2F 02 4• Min. PWRED CONCH 2' POURED CONCRETE / O O (1'cK.5' min. f cTHCN RED14177 S" min. TH / TRICK REQUIRED 9/IB'0 TAPIIONS M. 71UMIPEO W/ 2 1/4' Yln. DABEDMENT BII I I '' GSTEEL WASHER 0 / A 2• A O 24. 0.p. c I I n (4) 3/B•o CALK -IN ANCHORS OR (4)) 1/4.0 SOLID -SET ANCHORS 0R (A 3/6'4 M BOLT TZ FIIPNNSIOiI ANCH00.5 OR (4) ANCHORSO PER (4) 5/109 TMCON XL ANCHORS 1" p 1• STORM BAR CONNECTION, SEE TABLE 2 ON SHEET 23 TOP & BOTTOM) I• K Daum2' x'F2•Al/e•Ao'-s• (60e]-76 Auo>) 2' A C (AL(UMINUM ANGLE EA 510EE WJ SDHEWS4'0-14.3TO STO�N BAR 1(JcUIIDE% TEN 5' (Typ. TOP 8: 80TfOM) SECTION S - S ur � 06p As �oA a'wo I� Min.$ SEPARATION TO Di [ I I (x) ANCNORBO PER gp� (SEE SCHEDUfES aNGLASS o Q /�' WIN➢ 2�NE-�i ( I D STORM BM CONNECTION. SHEET SEE TABLE ON SHEET 43 II SHEETS 15 & 16) I y Ti� 4 BEYOND PNCNCHO OR I(T,. TOP & BOTTOM) F 6 �i I: I I I (iiIF:�B II (2) 3/ro CALT-1N (2) I/L'f SOUO-SET ANCHORS OR i P I H KPAPMin AT164 TO I (2) ]/eb: Kwuc BOIi R EXPANSION K" I I D GLASS I (SEE SCHEDUN.ES ONI A ANCHORS OR TAPCON %L ANCHORS 1' A I I BEYOND E%ISRNO SHEER 1S & 16) — I (x) 5/I6'0 1" K DITIE DR I GLASS 1 I 2• n It ® p ® 2• O 3'L2'0/8.4--5' (6063-76 ALUMINUM ANGLE E'A SIDE ALLOT) W/ NC 11 GLASS I 1 (2) 1/4.0-140/4' ITWAUILDE%TEX TO STORM BAR n 70P/80�)u I I (WP. TOP/EOITOM) 9• SCREWS. (TYR. TOP to BOTTOM) A ®° B u @ A SECTION 31- S1 S n (TV. 107/1011rON)i I I (fYP. 70PAOTIOM) o POURED CONCRETE MIN. E.b ED. 11/2'A1 1/2•iO06214011T. RUM. j O G `Fc�J k0i) S' min. WICK REOUIREO 5/Ifib IAPCONS %L W/ MGM W/ 5/16-0 TAPCONS XL W/ "j ,2 iJp Nin. EMMOMENT O 24• o,c. 2 1/4 Min. EMBED)/ o f ; '• EDGE OF SUB Ep COACRME (ro-3 [.D EDGE 0 SSLIB d j' VC S••'';'�9 •: FLORIDA BUILDING CODE (Non iD9N V41p0ity BMmkOnp tom) IF PPPIVIBIEI s' /2 TMin Arab L-4 1/x• Min. E.P. 6 PUAP�CA&E IJ2' Min. E.O�iOfl 4/e'0 CAA( -IN ANAt0A5 ; �'�� t = O201T 1LLTEC0 MC Nautilus L-7. Min. E.D. MI.. &D. Min. E.D.— II -FOR 1/4.0 SOUD-SET ANCHORS T+ Min. E.D.- •-FOR 3/e4 TOOK WLT TZ MANSON ANCHORS ftI 95 * IL E C O 1ZaWRy58YHnF3yabm aeADI/n p� 1/8" Min. E.0 3' 1/6' Min. E.DI—FOR 5/I6'0 TAPCON %L ANCHORS o ,; - EEE�. EXPERT SHUTTER SERVICES INC. .eI •, b SJ �[•''E•,.J/.y'.[uA.j=��'i 11n:.li1'itm nun T[snxD a Enpmamxo cOYPAxr .iu .nWfRn-'Iu1Y�u 162e S.W. I1II.1M0.4E flAEF1 pow W. L11DE. i1 ]I98I 17-244 FLOOR TO CEILING /TRAPPED AND WALL MOUNTING: STORM BAR n l) !/ 11� - NAL ENG A a-mea: 4ttxa0eelmm ®-aopeTlP "°"" "m '•p"°". " pMpp IM SECTIONS V II P.E. ft1/S(E TUBE/DATE w m A.Tµs�� J. P.E ncftm M: A I410 SM[It 2 OIM scuE: 3/16" - v Mm. E Min. EDGE OF SIAB.. E APPUCABIE l POURED CONC (r0.3 W I 8' Min. THICK Mln. E.D.-- OR (1) 3/4.0 KWIK BOLT TZ MPMSION ANCHORS 0 END AND INTERIOR MULLIONS ©& ® (ORIENT WON RI) ANDEND MUWONS©&0 (ORIENTATION B2) FOR (2 3/4'0 K BOLT T2 ANSION 2' (Ain. E.D. —ANC O KWIINTERIOR MULLION .(ORIENTATION /2). EDGE U SUS. SS APPU .\\\\\\Y.\ a Ar4- R/8 or C/e or /e ore R/e or R'/8 a R'/8 D1P. W IDOTIOU)n ( A (M. TCPAMOU) EWE OF 6UB ❑ APPUQgAE Min. Mln. E 3'x3NI/20xO'-4' (6061-T6 ALLCY) Alum. ANGLE EA SIDE W/ (2) 3/4-0 THRU BOLTS TO MULLION G & (1) 3/l5 KWIK BOL TZ EXPANSIO ANCHOR W/ 6'1,111: EMBEDMENT TO POURED CONCRETE (TyP. TOP & BOTTOM) SECTION X1-X1 WI R ENO &INTERIOR MULLION( IW/ ORIENTATION d 11 (6'x4') -L ] SECTION Xi -Xi WIT x'R x POURED CONCRETE (rc . 3 W Min.) (END & INTERIOR MULLION). i 8' Min, THICK REO'D. Il ORIENTATION d 11 EDGE OF Sue (B-04 IF AWILC1BlE FOR (2) 3/4.0 KWIK BOLT TZ E)(PANSION urn. E.O. ANCHORS 0 INTERIOR MULLION IU (ORIEMARON t2). .r' p..,• Min. C.D. OR (1) 3/4'0 $WIK-BOLT TZ EXPANSION 1AL ,.• ANCHORS 0 END AND INTERIOR MULLIONS ©& 0(ORI ATION 01 & 12) AND ; l l-• ENO MUWON GG (ORIENTATION p2) >t T0V FLOORTO CEILING(TRAPPED MOUNTING( MULLIONS Q OR 9D SECTIONS W-T END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ScAih I/B' . I' 1 1/2' G Fxlm 061-TOum. ANGLE EA SIDE W/ 54- ]/4'0 TtaU BOLTSMUWON G &PANSION ANCHORLT TZ2' 6' Min. EMBEPOURED CON, E yp, TOP & BOTTOM) ALTERNATIVE SECTION X1-Xi W/ CGi• I (4*x6') DOERIOR S x3'vt/2'x0'-6' (6061-T6 ALLOY) J'v3'xl/2'a0'-B' (6061-T6 ALLOY) Mum. ANGLE EA SIDE W/ 2) 3/4'0 Alum. ANGLE EA, SIRE W/ j2) J/4'P THRU BOLTS TO MUWON & (2) TNRU BOLTS TO MUWON (A0�6 & (1) J/4'C KmK BOLT T2 EXP SIGN ANCHOR IONK BOR n, EAS SIGN ANCHOR W/ 6' Min. EMBEDMENT TO ANCHOS CO 6' CONCRETE yp. OP & TO POURED CONCRETE (Typ. TOP & BOTTOM) CONCRETE (Typ, TOP -& BOTTOM) BOTTOM) (END MULLION ONLY( .(INTERIOR MULLION ONLY1 ALTERNATIVES SECTION XI -XI W/ CGS W ORIENTATION. 4.2) —� (4-X6") BOX NOT SHOWN FOR CLARITY FLORIDA ' 0 2Gn mTccD orc. IL O nNG. ---- Nautilus ° M RaMgShmd&r5jsbm 99/21/n (UTTER SERVICES INC. wm &W. WLWRE SF M.T 17-244 ST. WC2: Fl 34984 yylyp w Iron W a I0 Min. E.D. Min. E.D. EI9E OF SLAB r"(SEESCHEDULE ®lr7 r-(SEE SCHEDULE \rl-rI lltN-t/ ,rlt}Ar(/� v APvuD�e—IiE I. 1 I. Min. Q/8 or R/8 or R'/8 (W. EDGE OF SIASI Min. E.U. IF APPLICABLE (SEE SCHEDULE /a or /(a or R'/8 Min. E.O. SCHEDULE SE ( ANCHORS^ (SEE SCHEDULE 1+) AGE OF. SLAB APPUGBtE OHE MUMULI QWIM) &Q(DID k 60ERIM) TRAPPED YOLOW MULLIONS CMERED BY SCHEDULE Ib FOR NSWLAT*N CASS 1, It A ITD1 SIDE! 25. (LMMED UMD, W WGN SPX= AND SPAN DIAMIATMN}. 1f11UNh1 Uff 1 - RES®OITAL AND COMMERCIAL APPUCMXM PUT MIGS P.O. MVOlUU ASO. DESGN PRESSURE RMN6. 12'-4• MA]" MULLION SPADNG. SEE SCNEO= 11 & 12 FOR ADSIIDNAL SPECS. NONAGON tlSL - RESIDDDUL AND COWEACUL APHLCLOON W/ tK8 PLl. MAXIMUM ASD. DEMO PRESSURE RAZING, 8'-0 MMMM WLUON SIALMG. SEE SCXEGRES 11 h 12 FOR ADDRIWML S'05. ALTERNATIVE SECTION Xi-X1 W/ n* IeAIlm as °' COMMUM APRx:A1D" FOR t100 P.O.10=11 AM DESIGN PRESSURE RATING, W-O* MAWM UUU M (4'x6" INTERIOR MULUON ONLY W/ ORIENTATION 2) l 1A. SPECIE. SEE SCHEDULES 1+ & i2 FOR ADDIIOLW SPECS. (2)ANCXOR$ 2 2' S'>I/4'>D'-6• 1 8' 1 ((SEE SNENILE 1A + 61-T6 AuoY) ALTERNATIVE SECTION XI -Xi W/ ,� ," ANGLE EA. SIDE 0, .IS)To�MULLONV® 4"x8' INTERIOR AND END MULLION W ORIENTATION 1 }•>]'NI/2',0'-4• ((6061-T6 ALLOY) Alum, ANGLE EA SIDE W/ (2) 1/2' THIN) BOLTS — TO MULLION Q EOm ALTERNATIVE SECTION 1XNO X1 W/ (2 (4'x6" INUIOR MULUON ONLY W/ ORIEWATION # 2) t FLOORTOCELING/TRAPPED MINIM: MULLIONS Q OR SECTIONS W1 (e)r INTERIOR AND END MUWON ONLY11 O END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * t' No, APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS q SCALE: Ile - I' 9O�•/ • SWE RAIL QD AND BOX NOT SHOWN FOR CLARITY SCHEDULE /1 INRAl1AMN MN SLIDMIN. TRIMNESS ANCHOR TYPE • SM (TYP. TOP ! NOROY) "won [YREDY[M MIN. EDGE DIAYNCE Ian CAR'S REab. MOOR 3/6'A MINI WC NUS-N SCREW k 3/e'1 PCAER FMTEHER FDR©h® (INTERIOR) MULLION] GOpifMn 2 1/2' 6 lIr Wes/ ry FOR 1 4• 1/1'> !LN WC HMS-N SCR N 1/211 Kn011 FASIEHER OR FOR (OID 5 NERRIOR) MULLION ]• 6• Wes/ OCOLT ORIF LM , 1'10 MLR MC IWN eat R OMY FORQO A INTERIM —anW/ OREWATM 12) R®:(END MULLION 2 1/2' 6 1/Y' AIION'11). I' 4• 1/2Y MLR WC HUS-N k / PoWTR FISIEIIFR m. 1 ND M WRIOOR ]• 6' dDOW/ OADNPABON9 M t 'F HIM WC NA11t GOT R.ONLj MR O 8 INTERIOR /2) h QP ILYe u N W/ ] t/4' 2 1/2' ON/11D)061RAnM DPoENTANsw 1/2'A MLR WC HV]-M SCREW PR 1/2'F KWER FAS106R D r E- Bm, AMONG. •NOR ON SCI(EDYIF Ih'QN FOR IT, INIFRxNi YUWONS 0 9 0� ]• 6• 26 VAUD / CREMATIONS 11 OR I2. SCHEDULE /2 MIN. ASIN]MMARON IMCNNus MOOR TYPE h min GYP. TOP f 8011WW WIN ANCHOR [Y8f0Y9R D141IN� IEO'0. ANCHOR 4 L ill a• ]/6'F IPLR WD HUS-H SCREW 4 6/6.1 40119E FASTENER 2 ljr I'll, NTDCC-B0.T ANCHOR won mum WC EXPERT IMCene 2Me) BMW eY Le n u ® OAR 17-244 MLWMPw MU9 Ian" 0 "h Tfl/a EDGE I CONCRETE (re . 3 Id kin.) 8" Min. THICK REO'D. DEPTWI/8" Cen1. (TOP & BOTTOM) W/ 1/4"RX3/4- DY/ BUILDER TN SCREWS :OHS XL WI 2 1/4'�W/ I. O.D.a0.Oe0 MVAn2E0 STEEL BENT O 24" ac. WASHER 0 24',..a `1 EDGE IF APPLICABLE I \ � 7 ]/4'r. E.O. j CAP II 0 Ili I Q/8 or Q/8 or R/8 or u R/8 or R'/8 n I R'/8 I I EYIBRx q MGI. D (ALLAY BE SO MOUNTED SHOWN, M INSTALLED TRAPPED MOUNTED DtAss PER SECTION R'-R' ON SHEET 8.) I - 1 1 /2R1 1/ 2"A0.062-RCONT. ALUM. 143o{l O B LDEX Yin. E.D • -- 1 D. TEN SCREWS 024e:BE. 11ANGLE 1/2 3 Id Yn) 1 1/2' J " 1 1/2" B"d mlialou) 7/4- 4'a4'0/B'ND'-10'(6OB1-Te ALLOY) Al... ARGUE E.O. -Ea -EO- FA. SIDE W (2) 3/4'0 THRU DOLTS TO MUWON A (2) 3/4"IN BOLT 12 ERPAISION ANCHOR WADS•(iMin. 'P. EPE& BDrr) TDmPOURED CONCRETE 00 F APPLICABLE WALL MOUNTING: MULLIONS CG�OR Ob POUR CONCRETE WALL SECnON W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION CIIA %A' . I" POURED CONC (rc > 3 kai B" Mtn. THICK EDGE IF APPLICABLE T----l- 7 3/4' Min. E.D. POURED CONCRETE I Dam(i'e 3 kai Min.) 4• FXI " 8" Mln; THICK REQ'D. O LMInE! �G OR©2• 4• G OR G7 3/4' Nin. E.. 7 3/4'P-I 4'x4'.3/6' _ y PePH3I8- (6081-TBALLOY) , (SG ANGLE EDT. SIDE. %um. ANGLEEa.SIDE. EDGE IF APPUCASLEEDGE IFI SECTION X2-X2' W (G)OR GCS* ALTERNATIVE SECTION X2-X2 W/ n OR (G)* (END & INTERIOR MULLION) jcMD x INTERIOR MULLION) iE ' (W,/ ORIENTATION B 2) ORIENTATION N 1i (4"R8"or 4" (80R4" or 8"R4") • SIDE RAILOD NOT SHOWN FOR CLARITY i No.4a187 9 �� 0 .... .1A3 TJI.... -_1 .... �� EII1 0102] tE.16a PIG IL E C O 200. TIWT TEfi11H 8 ENGINEERIXa COMPANY unnfn -�s+n. t1Dnl..v. eoY.mm ®1�a719 nwnw.Ix]n''P ule] Nautilus s50Hlr3yelam La, °""'"w- W24n1 am EXPERT SHUTTER SERVICES INC. 1626 S.W. BLIHBRE SrtEfl FRn: feW ]U-Po%.IW on) e]I-dN Own aT.". R n) 17-244 pyyyp Iy P.E. �3N/7AI(.(( E/DATE 1� IF 17 0 III . COMW INUS POURED- 7 l .. Min E.D. CONCRETE (Ic - 3 W Mn) 8' Mn. THICKNESS si REO'0. rt� v a �o u p 0/8 or n R/8 Or u °r R'/8 'u k a g � EwsnxG,�n 7 f/ MW.I L 1® 71 MIN. EDGE IF 2'xMUWON DEPTHXI/8" Cw ALUM. TUBE (TOP & BOTION 5/16.0 TAPCONS XL W/ 2 Min. EMBEDMENT D 24' O.C. 1-END CAP ©OR G7 PJMOR R B 1/4ba3/4' OW aMIDEX TEx SCREWS W/ I. O.D,O.Ow mvmzED STEEL WASHER O 2P c.c. EDGE IF APPLICABLE T-----T =1j 7 1/2' Min. E.D. POURED (f'c a 3 6' Min. ' REWD. 7 1/2' Min. E.U."-- 4'a411/4' (Ba61-r6 ALLOY) EDGE IF APPLICABLE mn. MOLE EA. SIDE. ALTERNATIVE SECTION X2-X2 W/ n OR (Gfl " .(INTERIOR MULLION) (W/ ORIENTATION N 2) o I or (4"X6" - r 4"At I or /8 (WALL MOUNTED SHOWN, MAY DBE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) 1/2"0 1/2"xD.062'.CONT. ALUM. TOLE W/ 1/410x3/4' ITW BUILOEX K SCREWS 0 24" D.C. TO TUBE. 1 1/4' 1 1/4' (m. wtwnm /2• MUCUS POURED 1 4"a4"xl/4'a0'-8'(60fi1-Tfi ALLOY) Alum. ANGLE Ca CONCRETE (I•c- 3'al -ED -ED Eq. SIDE W/ (2) 1/2'0 THRU BOLTS TO MULLIDN. Mn) 6" Mn. TWCNN'SS� & (2) 1/2'0 RWIX BOLT T2 EXPANSION. ANCHOR �REUD. W/ 3 1/4' Min. EMBEDMENT TO POURED CONCRETE WALL.. (TYP. TOP & BOTTOM). APPLICABLE WALL MOUNTING MULLIONS (ODR(GD POURED CONCRETE W L SECTION W-2 OEND & INTERIOR WALL MOUNTED MULLION INSTALLATION* 3LE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALL SPAD. 1/B'. P EDGE IF APPLICABLE T T - _ _ 1 7 1/2' Min. E.D. I 7 POURED CON We 3 Eel 6' Min. THICI REVD. > A,I 'I — —/Y �,j:K. -umMIGLE FA. GI....... MICE IF APPUCABLE` ALTERNATIVE SECTION X2-X2 W/ G fW1 ORIENTATION # 1) (8"X4°) O SEE MAXIMUM©(INTERIOR) & ® (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & II' ON SHEET 25. (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): INSTAUARDN CASE C - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 P.S.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSMIATION, CASE B' - COMMERCIAL APPLICATION FOR ±100.0 p.sd. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT] INC RWIX BOLT TZ ANCHORS. RAIL (0) NOT SHOWN FOR CLARITY 441sr ': °mI, >rtca Na AL ECOLE°. R`'W'9 �� Tiw1 TL�msS,n ,L�HmnLw.aca�vym EXPERT SHUTTER m laBITA WnN °!e LL 17-244 I SM+ w. I' Mln. ED. MITI. E.D. OR (1) 3/4.0 KW1K BOLT Jj RFANMON ANCHORS O END MILLION Q3 (DNENTATIONS ]1 k e2). Min. E.O.�� I.IIn. E.D. ANCHOP53041NTERIOfl YUWON /,NSION r = 3AY Yln THICK a rx� W GLASS o i, SECTION X3-X3 W/ ..4 fain. mm G2 . ({END MULLION. ONLY) DDE7tlOR I I/2' I I/' (W/ ORIENTATION k 1) 1 1!' 4' <N II 17'X4') 4 �xa• II � ,• 3, e a® o'® n 4' OREAgR 4' WOW 6 j� u 1 1/2 3 n I 1 1/2' y� ® y ® 3 1/2' 3 1/2' (RP. 1GP/BOTsBO(IYP.3DP/DDRW) 3'03'xt/2'x0:-7'(6061-TS ALLOY) 3' ".I/2'v0'-T'd•(6061-T6 A1101f) Rum. ANGLE EA SIDE W� 2) 3/4'0 Rum.. ANCLE EA. MOE W/,(]) 3/4'0 4 E0. E0, THRU BOLTS TO NUWO k THflU BOLTS TO NYLLION D _77POURED CONCRETE (1) 3/4.0 1% BOLT R ANSON (2) 3/4-0 KW1K BOLT R ANSION u 3, ANCHOR %Y/ 8' Yln. EMBEDMENT TO fo 3 4sl AGnJ ANCHOR W/ 6' NIa EMBEDMENT TO III p 1. 8' Nin. THICK REO'D. POURED CONCRETE (Typ. TOP @ BPOURED OTTOM CONCRETE Qyp. TOP BOTTOM) ) (END MULLION ONY) (INTERIOR MULLION ONLY ALTERNATIVE SECTIONS X3-X3 W/ G? * Mg-m-IF sw0 L' ` ' 13 INEOOE MA j)y/ ORIENTATION P 2) �FOfl (2) ]/4'p NWIK BOLT R E ANSON (4'X - I.1h E.O. I•�' Idm. E.O. ANCHORS O -0 MK BOLT TN E ,,nn'p •Tj/•,, (DRIEnanoN INTERIOR iA „:. ,`�•: ' SIDE RAILQ AND BOX NOT SHOWN FOR Nin. Mfl ' Min. E0. CLARfTY. FOR (I) 3/4'0 KWIX BOLT a EXPANSION T� '>,,9 'p FLORIDA BUILDING CODE (N0n TOOK YelOciry Hu ANCHO O END MULUON - (ORIETATIONS 01 L q2). NO 441of ? 02011 Tarzco M 1 * ; Nautilus FLOOR TO CEILING I TRAPPED MOUNTING: MULLION G- n * RORL g38uRerSpGm SECTION W-3 d ` IL E C O EMe. PUW EXPERT SHUTTER SERVICES INC. �Or-y-YE01Et-`.' T u=rt r[rnxa a cxwxeuux0 cou � \ 11 P=v xemv_P. Mwww uvxAn vv 18266.T. ACS4F. 6TRRT 6 ,) w.. px=Yro-rm. m t pman-m� PORT ST. LIIL1i. F. . `0 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATIONplTj1 ®gin, ie 0�1 '> • ��^ 1 ^� V.LLRx A IwT b. Pi SfHB 1/0' - 1' P.E. S S NANRE/GATE ROKw U' 1 44167 oeM/n ws 17-244 aA.Pc x. 6xrtr IT W26 J (TYP• Min. E.O. SCHEDULE Q'/8 6 EDGE OF SUB 6 APPUCIBLFI Min. E.O. (SEE SCHEDULE Min. E.D. SCHEDULE (Op• Z SCHEDULE IEOCE OF SLAB R APPLOBLE NO.. E0. SCHEDULE p1 FLOOR TO CEILING I TRAPPED MOUNTING: MULLIONS 03 SECTION W-3 a r � ALTERNATIVE SECTION X3-X3 W/ GCS' IV/ ORIENTATION N 2) (2"x7' INTERIOR MULLION ONLY) 10 SIDE RAIL.0)AND BOX' NOT SHOWN FOR CLARITY: No.44167 0 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS z SOME: I/B' - 1' - SEE MAXIMUM © (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE lb' FOR INSTALLATION CASES 1, Ea & II ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 360.8 p.s.f. MAXIMUM A.S.D.. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTALLATION CASE Ia - RESIDENTIAL AND COMMERCIAL APPLICATION W/ "0.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. RSfAL1ATICN CASE D - COMMERCIAL APPLICATION FOR 3100.0 p.s.f. MAXIMUM A.S.D. DESIGN- PRESSURE RATING. 8'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE /1 INSTALLATION IN. SUBTYPE THICKNESS .ANCHOR t 812E MIN. ANCHOR N. CODE DISTANCE FOR CASES REO'D. (TYP. TOP & BOTTOM) .EMBEDMENT ANCHOR. 3/8.0 HILTL INC HUS-H I 4' fig-0 POWER FASTENER 2 I/2' 9 1/2' WEDGE- BOLT ANCHOR 4 4- O2.0LT RLTI INC NWIK 2 1/2' 8 1/2' R B. 1/2.0 HILT INC KWIK 3 1/4- 7 1/2- BOLT TZ C 200 TLLMw us. EXPERT w mnvl, wrt 17-244 Wu w sMR Tuff" CONTINUOUS POURED - CONCRETE (re a 3Id 8" Min, THICK REO'D, NOTCH WEB— CEPTHx1/8' C.M. (TOP k BOTTOM) Wr :DNS )(L W/ 2 1/4 IENT O24" oc. I ( i I END CAP '4' " SUMDEX TEK .D.D.060" GM.VAN12E D 24' 0.c. D(WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON SHEET 8.) Dam a� �»1 I 2 xl 12 xO.062'XCONT. ALUM. �.+ Mln, EA 1 / • / ANGLE W/ 1/4"0x3/4" ITW BUILDEX TEK SCREWS O 24' O.C. TO TUBE. 9 MIN. E.O. \ I 1 1/2' 7• CONTINUOUS POURED I 10' kd \ I CONCRETE (roe 3 MA) 8' Lin. THICK REO'0. I 7" Dw. w"JIMTIW) t 1/2" 1 1/2' (PRTNP T1010 7 ]/4" \ 4"x4i]/B'MO'-10'(8061-T6 ALLOY) Num, ANGLE MIN. E.D. ED EO EA, SIDE W/ (2) 3/4-0 IHRU BOLTS TO MULLION \ ♦" k (2) 3/4'0 KWIK BOLT TZ EXPANSION ANCHOR CONCRETE W/ S' Min. EMBEDMENT TO POURED EDGE IF APPLICABLE WALL. (T(P. TOP W BOTTOM). WALL MOUNTING: MULLION 42 POUR CONCREIEEWALL SECTION W 4 END & INTERIOR WALL MOUNTED MULLION INSTALLATION EDGE IF APPUCASLEI r ---- 7 3/4' Min. E.D. POURED CONCRETE (1'c m 3 ksi Min.) ---�� B" Min. THICK REO'D. 7 3/4' Min. E.D. F4"x4'n]/6' (6081-TB A um. ANGLE EA- SIDE J�--Ti EDGE IF APPUCABLZ- SECTION X4-X4 W/ +? ; ,(END &INTERIOR MULLIONI Y! ORIENTATION d 21 (4.x7.) • 510E RAIL @ NOT SHOWN FOR CLARITY a r,t 0 Nt7 RTICo w0. D aais Nautilus 7 TIMECOIx�. 2TeumysAMlro,sgem,D p/)a/t EXPERT SHUTTER SERVICES INC. [S>`,� nwT Tcsnxo a exalxscmxO couoA K /' P;:' • .m Vim. w x..u.Banaa snap T 7-244 �. .....J.6\ Lp m.�w4.w „-,s+t vsxr sv utaT. ti ]aaea wwn Iw �� FCsi • ..�a 111 6a-pW6710 �fe�1 nwanss, rm art-oOs C ' A nub 4i NE M ra 9,RT 1] Ra6 P.E SC�/NG)iATVA. /DATE TtORo+ uc 1 aate'r EDGE IF APPUCABLE 2-XMUWON DEPTH91JB- Cont. jrALUM. TUBE (TOP @ BOTTOM) Wf 1/4'ox3/1' OW BUILDER TEK SCREWS IMin.E TAPCONS %C WJ 2 1j4 /.WJ 1' O0 24-e0'.GN.VANIZED 51EEL o \: Min. EMBEDMENT XL W 2 / W/ 1- &.0.0 6.e. 4 3/8- W. E.D.\\\\\\\\\\\\ i ENO CAP - LLTt4RNUO S POURED CONCRETE (fe - 3 W Ifin) IInIL THICKNESS ^ 8" Wit II TEO'D. G I G3 E n G I n ((Y ALL MOUNTED SHOWN, MAY p Q 9E ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-O' n u i ON SHEET 8J n DXn OR 3n G 'iA ® n p 9 I QN\N 1 1/2'x1 1/2'xO.062"xCONT. ALUM. IL Min. ED 4 3/8' ANGLE W/ 1/4'0.3/4' RIK BUILDER MIN_ E.D. \ TEK SCREWS 0 24" o.c. TO TUBE. (nP. TO?woo 3 4 jjB" T— \ (2) 3/8"0 MMK BOLT R EXPANSION ANCHOR MIN, E.D. W/ 2' Wn. EMBEDMENT TO POURED CONCRETE \ \ ` WALL 11YP. TOP L BOTTOM). EWE IF APPLICABLE 00NDN1O15 FIGURED CONCRETE (1'c - 3 IW Mn,) B' Min. THICKNESS FEUD. WALL MOUNTING: MULLION POURED CONCRETE WALL SECTION W1 Q INTERIOR WALL MOUNTED MULLION INSTALLATION EGGE IF APPLICABLE, 4 3/B' CONTINUOUS POURED CONCRETE.(ee - 3 W B' Mn. TT OUMS REO'D. 4 3/8' EDGE IF APPUCABLE- SECTION X444 W/ ,(INTERIOR MULLION (W1 ORIENTATION N 2) (2"XY) ETBOR Q SEE MAXIMUM ®{INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & 11' ON SHEET 25 (LIMITED LOAD, MULLION SPACING- AND SPAN INSTALLATION): INSTAL A¶CN CASE C - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 160.8 P,s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-D" MAXIMUM. MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE. W/ HILT] INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INbTN)ATION CASE V - COMMERCIAL APPLICATION FOR t100,O p.s.f. MAXIMUM A.&D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. IE RAIL(9)NOT SHOWN FOR CLARIN t FLORIDA BUILDING CODE (Non 10Sh Ydally RurtiEcne Zone) -' cm» Tuttc6 WC Nautilus * XoBfny3TMNersy3fem mnvl7 IL EC'O ENc. turz EXPERT SHUTTER SERVICES INC. `` IWE TE39NG G ENGINEEXINO COMPANY 16A6 &W. KTUORE S Ui R. 31964 17-244 PoM Sf. WCIC. Nmw t Ew-wee . ns m sn-v»x yA0 yM & ®-nO nG .w A Iw� I Pt. t ow t3A>w E N{Ic, Ne6T pPne Ste— SPAN OBTAIN J SITES PROTECT IDDESIGN PRESSUENERALRE RATING TE SHEET FOR THE OPENING AND DESIRED SLAT STEP 2: ENTER TO CHARTS (In. Ib & Ib') THRU IC ON SHEET I5TO DETERMINE, BASED ONAN 12' SLAT SUP On), ANCHORTYPE AT SIDI RAILS: A.S.D. DESIGN PRESSURE RATING (P.61); THE REQUIRED MAX SLAT SPAN 'L'ft. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER A.S.D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LMAX'. THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1 W SLAT SLIP MAYBE USED; FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Im PROVIDES SEPARATION TO GLASS FOR PRODUCTS NO OR WI STORM BARS (SEE STEP 4). STEP IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES AREAPPLICABLE. PROCEDURE 4a: IF STORM BARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Io. ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET22 NA.S.D DESIGN LOAD: STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3 ON SHEET 23, WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CCNCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A& D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS &A CHOICE OF 2 OR ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. P.E. PROCEDURE 4V: IF MULLIONS ARE USED BUT W/O STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL BE BASED ON CHART To ON SHEET15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 3: SEE SHEETS 10, 10A; 11, 11A, 12, 12A, 13 & 1SAFOR REQUIRED MULLION CONNECTION DETAILS AT TONCRET TOM FORIVEN FLOOM OCEILLION ING MP EDUOSVSLLMOUNTINGS OF MULLIONS INTO PROCEDURE 4m IF BOTH STORM BARS & MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL SE BASED ON CHART To, ON SHEET 15, FTSHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE ION SHEET 22 WI A.S.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 4. ENTER SCHEDULES To THRU 20ON SHEETS 24, 25 &26 WIA.&D. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX., 12'. V OR T), AND DETERMINE MAXIMUM MUUJOt�SPAANN (H LION 0ALLOTYPE & LBO OERPOLA ION IN BETWEEN SPACINGS FOR AGNEN ((OOjj VV 8 ), N. 5. SEE SHEETS 10. 10A, 11. 11A, 12,12A, 13'&IaA FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING ED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE 09.9p & V. PROCEDURE PER STEPS'1 THRU 315 SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. No.44167 1 1 1 cmlr TL= wa: " Nautilus ' ' RoBfngSbouorsywlom wmn, UTTER SERVICES INC, om S.W. MMU anc man 17-244 WI IUta. R- 3054 _.m, wAwwc lw Won 14 WN SLAT PERFORMANCE CHARTS Ia. Ib, lb' & IC: (ONLY VALID FOR 1/2" SLIP) FOR AGIVEN A.&D. DESIGN PRESSURE RATING(P.aQ, PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART Ia CHART Ib CHART-Ib' CHART IC IAE ASA. I,O\D USE YM9YUY POSIITIE A9A. LOAD VALUE 3/8"0 KWIK POURED BOLT 3 ANCHOR CONCRETE Bt1S'oTAPcoN'xLANcHoa Sn&"PTA 91_ANCHOR ro ca6ur Tum ctu coxc6O5 meal t9. Fcunm axcrnat YA1L D68IGt! RESSU RATING (Pet) MAX. SLAT SPA! .�. (FT) will ilVPP9D aao-clrt 6uw-am NOVM 1,91INT YM+E 1X' o0uxr r/© Not®F Rz Nolte * €ll # €i 4[ W * II N91lS.# SLAT 'LUAX' (FT) wu 1Bwvm BunP-an mwn-art khm UDW RUBE u W/ BQ Ox NmEv • N°IID # y' % 6[[ Netts t M995 # MM�1(SPA7 ' Iwu '1wPP[n mn9-wr elNe.uO MaSR YOmrt y R YaMf w© Sa B6R8 # to rmm # 9(6F') # 9D: trtm # J= # WAUUIRED W 7. SEPARATION SLAT LASS W/o srORu JARS w STORM am D z I da) LONE o zal WILD zONE 1-J 4 1-3 30.0 20'-0' IW-4' I 20'-0' 20--0' 20'-0• 15'-4' 20'-B' I8'-0' 20'-0' 15'-4- 18 -V 15'-8' 1' 14 1/2' 8' 7' ]5A 20'-0' 15'-J' 20'-0" 18'-0' 20'-0' IV-0' 191-e tV-3" 20'-0' 15'-0' 16'-3' 14'-O' I. 14 1/2 B' 7' 40.0 20'-0• IW-2' IW-7' 16'-6' 20'-0' 14'-w 17'-C 14'-IV IT-11" - 14'-5' 14'-10' 12'-8' 1' 14 1/2' Be 7' 45.0 20'-0' 15'-0' 18'-0' IS'-3' 20'-0. 14'-2' 18'-0' IT-8' 17'-4' 14'-2" 13'-9• 12'-0' 1' 14 1 2' B' 7- 50.0 20'-0' I4'-10' 16'-S' 14'-V 10 1- 13--1' 14'-10' IT-10' 16'-2' 1S-I' 12'-8' 11'-0' 1' I< 1/2' 6' 7' 55.0 20'-0' 14'-8' 15'-8" IY-4' 17'-9• 12'-♦' 1J'-11" 12'-1' 15'-0' 12'-4• 12'-0' 10'-8' 1' 14 1/2' 9' T 60.0 19'-5' 13'-0' 1V-9' 12'-7' 16'-9' 11'-8' 13'-2- 11'-$' 10-T IV-8- 1V-4' 10'-0" 1" 1♦ 1 2' 6' ]' 55.0 18'-e 12'-11' 13'-11' 1P-11' 15'-9' 11'-0" 12'-6' 10'-11" 131-P 11'-0" 10'-10' 9'-8' 1' lf' 8' 7" 70.0 IT-4' 1 12'-1' IN-3' 11'-4' 15'-W 10'-8' IV-10' 10'-4' t2'-9' 10'-6"F7'-6' 9'-0' 1' 131 2' 8' 7' 75A IB'-8' 1f-0' t2'-T 10'-10' iC-3' 10'-0' 11'-C 9'-11' f2'-6' 10'-0' 8'-10' I' 13 1 2' 8' 7" 60.0 15-9' it' -a" IT-O' 10'-5' 13'-7' W-5' IV-10' 9'-T 1V-7' 9'-5" W-6' 1' 13' 6' 7- $5.0 15'-0' 10'-8' 1V-7' 10'-0' 13'-0' 9'-J" 10'-5' 9'-3 I1'-2' 9'-3' B'-]' I' 13' 8' 7- 90A 14'-2' f0'-i' 11'-2' 9'-8' IT-6' S'-10' IV-1' 8'-11' 10'-9' W-10' B'-0" 1" 12 1'2' 6' 7' 95.0 13'-$' @'-8' 1D'-9' 9'-4' 12'-0' B'-$' 8'-9' B'-T 10'-4' e'-S' T-8' 1' 12 1/2' 6' T f00.0 12'-9' 9'-4' 10'-5' 9'-1' 11'-e' B'-4" 8'-5' 8'-4 10'-D' 8'-4' T-8• I' 12" 8' 7- 105.0 12'-2' 8'-0' LD'-1' B'-9' 11'-J' .B'-0' 9'-1' B'-2 TT 1' I1 1 2' 6' T 110.0 IV-7' B'-8. 8'-9' B'-6' 10'-I1' T-108'-10' 7'-W 9'-3' 7'-10' 7'-2' 1' it 1 2' 6' 7' 8'-5. 9'-V S'-4" 7'-B' B'-8" T-e' 9'-0' T-8' T-0' 1' ilia. 6' 7- 110.0 10'-8' e'-1. 9,-.r 8'-2' IW-3' 7'-S' B'-S' 7'-8' 9'-11' 7--5- 6'-10' 1' 11' 6' 7' 10'-2' 7'-8' 9'-0' 7'-11' 7'-2' 8'-2' T-4' W-8- T-2- 7'-3' 8'-8' I• 11' -e' 7- 130.0 9 -IW 7-6' 6'-9' T-9' W-9' 7'-0' B'-0' 7'-Y 8'-5" 7'-0' 7'-2- W-8' 1' 10 1 2' 6' 7' 135A W-5- T-2• 8'-6' T-7' 9'-8• 6'-10' 7'-10' 7'-1' 8'-2" 6'-10, 7'-0' 6'-5' 1' 10 1/2 6' 7' 140.0 9'-1'E 8'-4• T-5' 9-1' T-e" 8'-11' 6'-0' - W-10' W-4' 1' 101/2' 8' 7' 1450 B'-''''''' T-6' - T-10' - - - 1' 10' 5' 7' 15" B'_6•6'-0' 7'-2' e'-e' 7'-4' - 7'-B' - - - 1' 10 B'7' 155.0 8'-3'T-10' T-0' B-3 7'-2' - T-T - - 1' 10' 0'7"16G0 W-0'T-6' W-10' B'-0' - T-1' - 7--6' - - 1' f0' 8" 7' * NOTEl I. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE -FOR THE CORRESPONDING SLAT SPAN AND &S.D. DESIGN PRESSURE RATING. 2. REQUIRES SIDE RAILSFASTENED TO EXISTING STRUCTURE WITH 3/6.0 KWIK BOLT 3 ANCHOR OR 5/18'o TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR WITH 1/4.0 TER SCREWS AT MULLIONS CONNECTION. VAUD FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY UNFAR INTERPOLATION BETWEEN ENO VALUES. N0.442�� °'°" M"" Nautilus NeID5ys50HeYsym.. °'> Ae �$j' Aj�T1F IL EC O 1NP. nun rzsnxo a awx¢Nlxo tour r EXPERT SHUTTER SERVICES INC. �{[,�'�, ! i.Q \\\ 1, CORIDF,�' A O \ nay ".. Nw n_ w m �el wao� n v,u 1ee,P �-�aN./d,Pr+M,..u, . - I Sf.__M i N98a _. 15x6 s w liL1WORE slaEET -- 17 n44 txal I5 M m MAX. ANCHOR'S SPACING SCHEDULE V3 FOR A GIVEN PRODUCT MOUNTING TYPE W/3I8" O KVNK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE } WALLMOUNTRaw SLAT OESTON SLAT �'S ANC t MAX.0SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL CEED SLAT O S�INDICATED N SLAT -- SLAT SPAN DEFINITION PERFORMANCE CHART ON SHEET 15. TRAPPED MOUNT BUILD -OUT MOUNTOEM I ,lid• lee •, ., ) FLORIDA BUILDING CODE (Nan R14D Velo11t7 N Maine 2we) N I ••y, 02017X=lhG Nautilus °"'"•°" ' N0.44r S >♦' 87 � ROIDnS 559NerSMhm een.nT "oy``-- �O'• y ' IL ECO1ge. EXPERT SHUTTER SERVICES INC, E1LLIi 1LSLINO et [NWx[L9iNn COMPLxY wrt e\ •''•.. Yu xa� :p, 1�_1!n �.'mu Mae IryL�v.0 N_•Pae 1630 iW. 9NYOPE SWEET paRr st. wce, 2 Dawa 17-244 _'�' - P e ••••••••' S '�r� ta.m0aa.� FB-pF0)19 Nmxn hoo ts9-mee .rue en-9vof mn1N9 N. 1e -PP R! DATE YµRR A TLN h. PL %49atL 1h I ulet ux LHILI 16 MM SPAN RANGE P 0'-4' } > 1'-0' f > 9'-6' } > 6'-T f > T-p' } > p'-12' 1 > 12'-16' T > 18'-20' f z DD.o g' 9' 9' 9' 9' 9' t-a0 9' B' 9' 9' 9' 9' 9' 8' >I1-6D 9' 9' 9' 9' 7' S 5/B' >et-fiD 9' B' B' B' S 5/B' 5 5/B' >et-10! 9' B' 9' 6 1/2• 5 5/B• - awe-txo 9' 9' B' 6' - - >t21-tw S. 9' 9' B' 7• 6' - - >111-1e0 9' B' B' T T - - - . SLAT SPAN RANGE OG9d1 ALf ) O'-P 1 > 1'-S' } > 5'-6' } > B'-]' f > T-B' } S e'-12' } > 12'-16' f Y t6'-20' } s Ooo 9' 9' 9' 9' 9' 9' 9' - »t-a0 9' BP 9' 9' S. 9' S. - >et-aD B' 9' B' 9• 9' 8' - - >et-t0! 9'- >tD6-txD S. B' 9' B 1/R'- >ixi-Iw 9' 9' 9• T - - - - >ta-tw 6' - - - - SLAT SPAN RANGE i > a'-S' } > 8'-6' } > 8'-0' } > T-9' } > 9'-12' } i 12'-Ifi' f > 18'-20' } E E E E E E E E E E E E E E E (pa 9• 9' 7 J 4 7' 7' S 5/e B. 9' 9' 9' g. g. g. 7. 7. g• 5 SIB• 5 5/B' S 5 B »t-w 9' 9' B' 9• g. g. g. g. g. g. g. g. g. g. S. 7 1/2 7 1/2' 6' S 3/B 5 5/B 5 5 B 5 5/6' S 5/B' - >at-w 9' 9' 9' B' S. 9' 9' 9' 9' 9' 9' B' 9' 9• 9' 9' 9' 9' 9' 9' 9' 9' )' S 5/B 5 5/B' S 5/B 5 5/8 S.5/B - - - - >6t-e0 9' 9' S. 9' 9' 9' 9' B' 9' B• B' 8 1/2 6 J/4' B S/4' S 5/B 5 5/B 5 5/6 5 5/8 - - - - - - >81-103 9' 9' 9' B' 9' 6 1/2 6' 6' S 5/8 5 5/B' S 5/8 - - - - - - - atDe-t30 B' 9• 9' 9' 9' 9' 9' 9' 8' 8' 8' 9' 9• 9' 7 1 2 B' B'- >txt-tw 9• 9' 7' 7' S 5/B fi 3 4' B 3/4 5 5 8 5 5 B' 5 .5/B:.., - - - - - - - - - - >tal-I60 9• 9' 9' B' B' S. MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A G VEN SHUTTER MOUNTING TYPE W/ 5/16"O TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD & SLAT SPAN. RANGE WALL MOUNT 1'� 'SLAT SLAT SPAN FOR A SLAT GIVEN A.S.O.'DESIGN LOAD SHALL NEVER EXCEED MAX. CD SLAT SPAN INDICATED ON SLAT PERFORMANCE' CHART ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNTa. BUILD -OUT MOUNT Eons) p,I J J\ ,i �'�y''•.• ✓ � FLORIDA BUMWG CODE (Non High VLI4citX HNFiwna Nautilus �� W. 0101> 111000 m L •44167 ` 1% o •. IL EC.O LMc. OL�Lm UTTERJS RICE. EXPERT SHUTTER SERVICES INC. j ' ,/�L�� •((� IILLIC 1FLi1H0 6 CH41NL[flINO COYV '`'•: '. � \\' D •• w¢Y Ywm..... "w®�i ImsYl'YS fY�w'.�pplt�pll-Iv1 IB]E L.F. B1114011[ -2 1�-24{ .LI:r\\I\ EN6\tLYIII e�msno 3404 POST 51. III. il. ]a9af nvc a-Yu.ru: a n m ouwoH P.E S"I16�/-•F1D,I 6giiAiUPE/DAtE RawOa Ik NIB> SLAT SPAN RANGE Aan wfisY°�ie MICA flANR(p\6 0'-4' 1 > 4'-8' t Y B'-B' 1 > 8'-T 1 > T-B' 1 > 9'-1Y t > 12'-78' t > I B'-20`1 7 i 2' S 1/2' >11-fiD 8' B' B. B' 8° 8" 4` J J/4' >BI-BD B' B' S. B' 7° i 1/2' J 3/4" - >BI-IDS B 1/2' S' J 7/4' 3 J/4' - >mb-t2D B" 5 1 2° 4 1/2' 3 3/{' - - t2t-fao B' 7 i/2' 6' 4 1/2' a' 3- YHi-160 B" 8' S' {' 4' - - - SLAT SPAN RANGE wso. wp w+YLfvM 0'-{' 1 > {'-J' t > 5'-8' i > 8'-T 1 > T-B' 1 Y 9'-12' t > 12'-16' ? Y 18'-20' 1 s D0,0 6' 6° 8' 8' 8' B' 8' S 1/2' >]t-ID 6' B" 6' 6' 6' 6' S 1/2' 4 1/2' > - 6 6 3 3//' - >10B-14 S' 4•- 6' S J/4' 4' J 3/4' - - >14t-180 B" 8' S" J 3 4 J J 4` - - - SIAT SPAN RANGE Aaa 0'-/' t > d'-5' t > 8'-B' 1 > e'-T 1 > T-B' 1 > 8'-i2' Y > ' > 16'-20' T HF1�g >Jt-w8`6'6'8'e'6'8'6'8'8'6'6"5"4'JJ4'J3J4"3J/4° >11fi'6°8'B•8'8'6•8'6•8'6'8'6'6'6°4•4'33/4"JJ4'--- E E E E E E E E E E F12!-16t Es]0.06"B°6'6'B"6'6°6'6'8"6'8'6'6'6"51/2'4'4'134' >81-BO6'6'6"6'6'6'6'S128'6'S'S'S'4'J3/411/4'J1/4'--- 6'8""B'B'6"53/4412'41/2"13/4134'31J4'J3/d'33/4'31/4'->tOs-1206'6°6'6'S1/2534'S3/4'412.41/2'41/2'33J4!}/4'33/4'73/4'-121-1106"6"B"5"5'4"iJ/4'43/43�3/44t2412JJ/433/4'Jd/A:,,.-- - - - sIH-160 g• 6' S' 4 1/2 4' 4' - 4" 3/11' - - - - - - - - - MAX. ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE W1 5116" 0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE. BLOCK WALL A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE Y WALL MOUNTOEM SLAT Y MAX,SLAT. SPAN FOR A SLAT �SPAN� GIVEN AS:D. DESIGN PRESSURE RATING SHALL �0] NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON ' SLAT SPAN DEFINITION SHEEP 15. -- TRAPPED MOUNT BUILD -OUT MOUNT _. 5. '•,, Rurticene Z—) • RO'y� •,,. •,nkel, FLORIDA BUILDING WOE (Non Man Velocity `-'• L N0.44187 ONO 'X=0M Nautilus es 7� ' RoumytAnmsJymm ®/24y17 '� 5 V n�` TILLN lE>Nl tl 6 MCIHFCRINe CO EXPERT SHUTTER SERVICES INC. wn '�N n.WSUMp .», R., x.. n w m vmu sRmo1- n W. sw. @LtL 17-244 �1yQ! \\ flIUA.•'ltJ"�I\\�\ •.•• nr a tlM�i.IL1G.Iu fb1Pn-�NI o pow n us" PoII! S. LUpF. iL Inn r..� wn m-e•vo yLAn - ••'... MnnRA A IWR &67 SX[R 10 OF1a "`r BAiE FtOwW tk f .Blot PP RAI610 PAIIBE LIL.6) s J0.0 SPAN RANGE 0'-4' T B' > �'-6' Y B' > 8'-8' Y 8' > T B" > T-B' Y > B'-13' Y > 13'-18' Y > 18'-20' Y i 1/2' >fl-8o B' 4 1 2' - - >61-ao B' B' 7 1 2 7• s 1/2' - - - >ttl'-t65 7 1 2' S' 4` - - - >158-110 8' 7 1/2' 8' 4' - - - - a1S1-140- >N1-160 T S' 4' P RA1010 11410E s 00.0 SLAT SPAN RANGE 0'-4' Y S. > 4'-6°Y 6' > S'-8' Y 6' > 8'-T Y 6" > T-8' Y > 9'-12' Y > 11'48' Y > IB'-3O' Y 4 1/3' 4 1/2' - - - >106-110 5 1J2' 4' 4 1/2' - - - >t11-145 8' S" >ta1-160 6" 5' 4' - - - - - P�xE RR! 0'-1. 1 > Y'-e' t > SLAT > e'-T Y SPAN RANGE > T-B' Y > 9'-11' Y > 13'-18' Y > 16'-20' Y SCHEDULE VC: Vx FORCES (Lb/FT) & Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD)DESIGN sLAr �SPAN� L�� SLAT SPAN DEFINITION BE THE P RMIT TO VERISI THATOFTHECONTRACTOROR THATEXISTINGFORCES DERMRMOLDERTDVERIFY IN POUNDS WPER DESIGNED TO SUPPORT VEANDIGH HJ ATNJAMSS. 7TFOOT SHUTTER HEIGHTAT SEETHIS SHEET FORVEBYyVALUES S HE S. Vy SIDE RAIL ,P�,E.4`l AppTI�T✓., Vy P1 �yC`IW(0•'•;� 'p FLORIDA BUILDING CODE (Non High Volocib, Honloo. Zone) ' N0.44167 ; o�ITra�� Nautilus W. * T * IL E C O INC. VM lgouraysADN.,sy,.m L �rtIT �•�� urtnurt. eLm�a a ExcwaRlxg cg pe EN41N([RINa COP EXPERT SHUTTER SERVICES INC. r.' \ ,w na an. w, a am, vw.. nine. n suu S/ONAI�dlTdl\ we•,. ui o,',. ne"-•v' 1636 VW. BiuUM sfi= ewn f W. , 'no N gn- . 17-244 tlurPq w ,[NA I �` A DATf P.E. SEAL SI 000sno ARCAo A ¶LN 44 P.L narmA u<. F Nlaf eu o u. sx[n 19 aft MAXIMUM AS.D. SLAT 'SPAN RANGE PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'—T > T-9" > 9'-12' > 12'-16' > 16'-20' RI1TN0 (pBr) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy S 30.0 10 60 10 75 1.65 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61—BO 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 791 315 1142 368 1372 473 2009 591 2492 638 — — >Y06-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — - — — >121—t40 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 781 320 1186 400 1322 480 1873 560 1740 640 — — — — — — SLAT PERFORMANCE CHART IbI FG ICY: TONIY VALID FOR I2'SLIFry SLAT PERFORMANCE CHART T[bl EL IIDL:IONLV VALID FOR 114•SLIP1 MA%IMUM 6IAT5 ANANDMINI UMSEPARATIONTOGIASS FORA GIVEN WOOD GRADE ASD DESIGN LOAD Da SLAT BLIP JA AND MNMAMMUMASo.DFs%N PRESSURE MTvro iPADA+DaxurrERMoumcoxoma+FOR FORA GPIEN MAIUTAUMA6.0, DESIGN PRE09URERA)IHGUFMAHDSHUTIERMOUNfCOMNOK)NFOR SHUTTER MOUNTINGTYPE FOR WOOD FRAMES WALLS Wl2k4 STUDS. FoaAO _ NSGIL MONS WIDSTU RA EARS PER MAILxBELOW AS PER LIMITATIONS ON DETAIL 1 -IbI of b1 ICI CHART IIbl USE E CHART IICI CHART CHART V1IY.'OTY I/LL[ BD�1119ML NO ISDOeE ISO NC �'' ILYAAY YZ WOW 1WE.RIIm1 MO[ ND ImUM ASO LOG. UR ~ IORRd ABA IAO VINO 611"TAPOONXLANCHOR1. M6i�µ T bI1B•O TAPCON %L PNCNOR SPµ T •LI � LOAD VNIf VALE •LIML• (It) MAX. SLAT SPAN mma an. WARADDN ro FtaOAN RFOIDRED AUX BUT SPAN •uhocl IiQIIFSD IWL sPIRVIpI ro' DAT ow •Luw (it) mminso To RYk ? SUIT (I^) Ate' (H) LFE9FW0 ro BADLOF G^) (it) wVL ORD-wI mIIop1DDq-wr 1DIArt w/ . IF 0 SR1RY BIR6 ONIONWt Pnn-Por DPD-wF °1A A I++o-PR W 0 SIGN BARSPWK 'BIN? 2 FUND ma NV0 ZONES ATO xaNE MlAFS MOUNT Y0� W/ W0 'ERW/ EW Rm15e untie wm+n + DN) NDIOe Ime Aroe ° Ia a • e._y. a-1. B•a• )_). r B I a• 30A • Io-D• to'-W 10-0 a-r r B I a• 3oA aS.D+ )'-a• )•-B' r-F• 1• e I •• 10•-D' tD'-D• r-e• r e I ]• 3so 10•-0' Io•-D• IB•-D' r-s' r e 1 r 40A z-r ra• r-r r-0 F 1• e e Ile ao 1o'a• 10'-0' r-x' P ° 1 x' FOB )'-F' )'-P 4SA •" •I+ 10'-0' 10'-0' 10-0' o- r-0' 1' ° 1 ]' b0A w T-3' ' S 8'a' 1' a 1 e' �LO SA ••' 10'-0 10'-0' 10'-0' IY-O' 6'-B' P e I x' 05.0 •'• )•-]• )'-3' F )'a' S'-Y 1' ° I °' to'_0' 10'-0' e'-F' Y -8 1 ' 60A'r -1. T-]' SLAT PERFORMANCE CHART laU (ONLYVALID FOR 1R'SLIPI FOR A GIVEN LWNWASS, ONION PRESSURE MPNG IPaRANDBNURER MOUNT CONOMON FOR INSTALURON9 Vn0 STDRIA SAN PER MAIL 2 BELOW CHART IIIbl myj CHART MCI V4IYOfiY 1IIlE BOeml /09Ot IIO IFDONE ASA IOW IR Kk O POSRNE "A. IYO WAR NIS'O TAPCON XL ANCHOR UN. SLAT SPAN 'LAUNA, MAIL SLAT SPAN mam Not. moviiincii To GLEE BF8�9.K RBON two S0.0' IWL IIOUXI Imon )-S" D11D0IID�-[DIII ® wme 1 F-W I DRPGIT +A NDme T-6' + + W/o STOW SAN ARN ZONES 1-3 mom 4 I r 44n05sAAo w�•+ fi6a''•---Ser'' 6Ba'''---SSr'' 6es'''--aSB''• fll..-7- 50.0 I' °' • DETAIL 2(ELEVATION) SLAT PERFORMANCE CHART lY : ILM I HRN MB- Nun FOP A GNFIL AB.O DESIGN LOAD O+A4, SHUTTER MOUNT CONDRION INCLUDINO "NOR WpaAN, FOP INSTALLATIONS WN STORM MRS PMDETAL2 BELOW SI16'D TAPCON %LANCHOR USE im'm NASA �F.m�EI rmE iAO VNBE 111Y. 6UT MIT. SIAT XB,E%B �1'6`PAN SPAN TPA LOAD •1P�o•AIvr]wMrt Du W/o STORM BNO (Fill IMWTX, FPxa 031uma AND ma m A w a Syo w B'-3' BAD w a'_B D,_D. 1. b. •M 5._IB. • VALID FOR N I(�� ) BUNHERIN slim RNE-Fut- M (G-av Wy,p FOR SXLANR R( �19HSFINE #2(04%) � VOLD FOR SOAIFSN SI +T RPAu pEONITION r . INSTALLATION INTO WOOD FRAME STRUCTURES 3 No.44167 WDD." WOOD SOON H SSE. BEYOND) t M2 ewAW YZIY OOOBI IiHw[ RD ImiCIK ASO TOO IODIWI[ LD MAIL. 54T SPNI M tilD arN.. TRL ro OATS F®Imro ILEA, •L,MAX.• (n) WOOD GRADE mIW1 AML aNe-B IN w O SRRY 80LS 0.OM 0.0 IMIAR W w + WINS Z WFO mE Ion fma °'-0' to 4 1' 5 1/2' SdRNERN PINE /R (M.55) 60. DOUGIAS-RR-SOUTH (G-0.46) 60 a'-s' a'-s' RULE PG4E-M-SHIN (0-D 6 60 6W UAT SPAN pFFIRMON t DETAIL I(ELEVATION) 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. t: SPECS GIVENS ON�DETAIL L TO B AND PROVISIONS FROM CHAPTER 2LT STRICTLY IN ACCORDANCE 3 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTHOF WALL AT OTHER SIDE OF OPENING SHALL BE 33'. lI Naudlus RIMErag 6P1(RSTAOm 0~7 UTTER SERVICES INC. "of aW. BiLTNaRE MEET 17-244 si. LudE,_IL JF9Ba. _._ o411W w amoorm WALL MOUNT & BUILD -OUT MOUNT TO 2"x4" W00D STUD .(SEE DETAIL 1 ON SHEET 20) WOOD GRADE SA SPAN RANGE v��ars Cf-V to 4-6' SOUTHERN PINE-#2 (G=0.55) 5 30.0 6' 40 6° 50 6' 60 6' DOUGIAS-FIR-SOUTH (G-0.46) 5 30.0 6' 40 6` SPRUCE PIN0.E4IR-SOUTH C=J6 z 30.0 6" WALL MOUNT TO 27x6" WOOD STUD WITH MINIMUM 10 PLYWOOD (SEE DETAIL 2 ON SHEET 2D) WOOD GRADE SLAT SPAN. RANGE 4W01 :0 0to 4">4 W6x>S tox B10Y">T10 of >1f b10' SOUTHERN PINE 02 (G=0.55) z 30.0 6' B. 6' 6" 6' 6" 40 6` 6' 6" 6- 6' 4 3/4' 50 6- S. B. 6" 4 3/4' 3 1/2- 60 6' G. 5 3/4" 5 1 4' 3 3/4" 3' DOUGLAS-FIR-SOUTH G=0.46 5 30.0 6' 6° 6' 6' 6' 6" 40 6' 6° S. 5 1 4- S 1 4° 4 1/4' SPRUCE PINE-FlR-SOLIDI G:0.36 z 30.0 6' 6' 6" 6° 6' S 1/4` BUILD -OUT MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD WOOD GRADE lunen SLAT SPAN RANGE 1Y-4' > 4-6' > 5E ` > 6-7' > Y 9' > 9-m " WtNf• =A =-.AEII= Z Q =—MIF01g1MM YWI" = IxV7(1- WYMI♦ MMR II WMM 5 30.0 S. B. 6" B' 6" 6° 6" 6, 6" 6- 6" 1 6' SOUTHERN PINE #2 40 B° 6' 6" 6" 6" 6" 6" B. 6' 6- 5 1/4"1 I 5 1/4" (G=0.55) 50 6' 6' 6" 6" 6' 6' 6" 6' S 1/4" 5 1/4° 4' 60 6° 6' 6' 6- 6' 6" 5 1 e 5 3/4' 44 4" 3' 3' DOUGLAS-FIR-SOUTH 5 30.0 6" 6" 6" 6" 6" 6' fi' 6' 8' 6' 6" 8' C=0:46 40 6. 6° 6' 6- 6° S. 5 1/2" 5 1/2" 5 12" 5 1/2" 4 1/2' 4 1 2" PRUCE =0.36 PINE - SOLIDI 5 30.0 6" 6` 6' 6' 6. 6' MAX. SPAN FOR SLAT FOR A GIVEN A.S.O. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. NO. 0 7017 msm w 0Rxx1 0a * * *= Nautilus L4 IL EC:i 1Ne.rRom ffsAelfe73ymm w,,.„7 q wa ~v,,, I� nw 7mixa o- cxwxcewxa eoxwr EXPERT SHUTTER SERVICES INC. Y ,(y a 1\ Yvs xx m. x. wmu mm� n wu 1BR8 AW. B0.Tx4RE 249k I7-244 C�,•. •• ... •' •�C 11 n..°ttl6wi-gym. We>x-�v� v0af SL LUC4. R Na6x , ._ WFtl x. P.E. S£pS 4.`iA{uRE%OAIE I iwB Loll i�19] . 9�R1 21W TABLE 1 " M.D.M OmGN STORM BAR SPACING (FT) PRESSURE RAMS el 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-0" 11'-0" it'-O" 11.-0" 11'-0" 11'-0" 11•_O" 11'_0" 11'-O" 1170" 35.0 11'-O" 11'-0" 11'-0" 11'-0" 11.-0'. 11'-O" 11'-0' 11'-0" 11'-0" 11'-0" 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 45.0 11.-0" 11'-0" 11'-0" 11.-0'. 11.-0. 11'-0" 11"-0" 1.1'-0" 11'-0" 11'-O" 50.0 11'-0" 11'-O" 11.-0. 11'-0" 11'-0" 11'-0" 11'-0' 11'-C' 11.-0.. 11'-0" 55.0 11'-0" 11'-O" 11'-0" 11'-0" 11.-0" 11'-01.. 11'-O" 11'-0" 11'-O" 11'-00 111 60.0 11'-0" 11'-0" 11'-0. 11'-0" 11'-0' 11'-O" 11'-0" 11'-0" 11'-0" • _ 65.0 11•_O" 11.-0" 11.-0. 111_0" 11'-0" 11'-0" IV-O" 11'-0" 11'-O" • - 70.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11.-0" 11'-0" 11'-ON • 11'-O" • - 75.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'_0. • _ _ 80.0 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" • - - 85.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-O" 11'-0" • - _ _ 90.0 11'-O" 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" 95.0 11'-0" i i'-0"' 11'-0" 1 11'-0" 11'-0" 11'-0" - - - - 100:0 I v-0" I 11'-0" 11'-0" 11.-0• 11'-0" 105.0 110.0 11'-0" 11.-0.. 11'-0" 11'-0" 10'-10" - - - - 115.0 11'-0" 11-0. 11'-0" 11'-0" - - - - - 120.0 11'-O" 11'-0" 11'-0" 11'-0" 125.0 11'-0" 11.-0" 11'-O" 10'-10" 130.0 11'-0" 11'-0" 11'-0' - - - - - - 135.0 11'-O" 11'-0" 11'-O" - - - - - - M.0 I V-0" 11'-0" 11'-0" - - - - - - 145.0 11'-0" 11'-0" 10'-11" - - - - - 155.0 11'-0" 11'-0" to MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEEL OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. THIS REGION IS ONLY VAUD FOR INSTALLATIONS W/ 1 OR MORE STORM @ARS PER SHUTTER. THIS REGION IS ONLY VAUD FOR INSTALLATIONS W/ 2 OR MORE STORM BARS PER SHUTTER. No.4416LA . � „M""w� .o wi `• „•, _ �e"LL_�"�„ �"�" �,�.y„r•� EXPERT SHUTTER S 17-244 mo r s mux STORM BAR SPACING "B" 01) Ae"Win, n� 4 Asx* 2' 2.667' 1 3' 3.5' 4' 4.6' 6' 5.5' 1 6' 8.887' 30.0 BCO eco BCD BC0 eco Bco Bco Bco Bco B D BCO B 0 BCD ABCD BCD BC,O BCD BCO BCD BC0 40.o BCD BCO BCO BCD BCO BCD BCD BCD BCB BC 45A 80.0 %qC,o AB.qD JLQCD ABCD A.9CD ABOD 'BCD ABCD BCO BCD BCO BC.0 BCD CO ABqu BCD ABCD ABCD BC Xq,C 610 B.CD AB,CA ABCD AB,C,D B 0 ABCD A,oC,D B.C.D ABC A.B.0 BOB ABCD Aq,%D AB.C.0 ABCD ABC,0 AqC,D ABAD AB,C ABC XB,C no BCD AB,cD BCD A8,C,D O.C.0 BCO AlBC &BC AB,C 8 1L0 BCD BCO BCD BCD BCD ABC BC ABC B A 700 BCO BCO 'BCp BCI BCD BC BC S A A BOA BCO B D BCp BC.O BC ABC BCiT A 03A BCO BCO BCO BCO BC BC B A 00.0 BCD BCO BCO BE BC BC A A 0&0 BC.O AB,CD BCD BC BC AS A A 100A BCO BCD BCO ABC B.0 A A A 1M B D BCO BC BC B A A A 110A BCO BCD BC BC A A A A 11&0 BCD BCD BC ABC A A A A O BE BC B A A A A O BC BC A A A A O B BC A A A A A D B AB.0 A A A A A - D of BC B A A A A A A - D Be B A A A A A A - 0 BC A A A A A A - B A A A A A A B A A A A A - - - ANCHORS TYPE LEGEND A 3/8'o CARBON STEEL KMK BOLT TZ EXPANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT* & 5' Min. THICK POURED CONCRETE (I'S - 3000 psi) 0 3/8'exl 1/4" POWERS CALK -IN ANCHORS W/ 1 1/4' Mh EMBEDMENT* TO POURED CONCRETE (1'c a 3000 Psi) k 3/8'o-I6 MACHINE SCREWS C 1/4'ox3/4' ALL POINTS SOLID -SET ANCHORS W/ 7/8' Min. EMBEDMENT* TO POURED CONCRETE (1'C - 3000 psi) Bt 1/4'o-20, 18-8 STAINLESS STEEL MACHINE SCREWS D 5/18'o RW/BUILDEX TAPCON ANCHORS W/ 2 1/4' Min. EMBEDMENT*TO POURED CONCRETE (1'C a 2899 Psi) * EMBEDMENT IS BEYOND ANY FLOOR / CEILING FINISH STORM BAR SPACING (FT) ein FO�fA[ wv* n 2' 1 2.887' S' 15' 4' 4.5' S' 5.5' 8' &BBi 30.0 BCD A.B.Lp BCO ABC,D ABA,D BCD BCD Be A.81C C SB.O &BCD BCD AB.CO AgC,O BCO A.B.0 Be Be A.8 A 40.0 BCD BCD BCD B ° 04 &go ABC A A A 43.0 BCD BCD BCD AS,C 4B.0 AISIC A A A Ana B D B D AUC,O AB,C A,81C A A A A A no Ag.C.D A.SAD BC 0.0 A A A A A A 00.0 ARAB Be A.B.0 AS A A A A A A 83.0 BCD ABC BC A A A A A A A :":aBCD BC B A A A A A - 78.0 BCO BC A A d A A A - - 80.0 BC B A A A A A - - - !Sa ARC A A A A A A - - - 90.0 BC A A A A A - - - - OOO 8 C A A A A A - - - - Iwo ABC A A A A - - - - - logo B A A A A - - - - - 110.0 A A A A - - - - - - 11BA A A A A - - - - - - 120.0 A A A A - - - - - - 173.0 A A A - - - - - - 130.0 A A A - - - - - - I3B.0 A A A I- - - - - - - 140.0 A A A - - - - - - - 141LA A A A - - - - - - - Ino A A - - - - - - - 16BA A A - - - - - - iB0.0 A ER AC,.Tj�. r,,•vC�S '�✓9 : FLORIDA BUe01NG CODE (Hen Bbe Vel c ly tluMe°ne 7me) °'°" ° Nautilus °" M�°' a= „_. * i INC. RaB1o95bopadY+IPT* mDATE x EXPERT SHUTTER SERVICES INC. P ,(Qr� Hurt rzsnx° a Cxwnuxwo eouxAxr we S.W. n. 34734 xo A, tmot T.s wee . ru ml sn mo 17-244 vAevo r ®- 19 " wkm w ntl7 P. P.C. f108" M. 4410, sNRI Y] 01'M P.E.S E/DATE , . _ SCHEDULE1a FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.a.f.). & A MAX. MULLION SPACING (R) ` SCHEDULE2a WALL MOUNTING MAX SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S F) & A MAX. MULLION SPACING (FT)' MAXIMUM MUW0SPAN VQ MAYJMUM MULLION SPAN FO IIl6AIrO9Al 4B1/4'MUION G4h114' TICK(Ml' FLANGE) MULLION Wt O1 ©48714'UON 14'MULLION Gk©4kak114'MUWON G kt1K � IN. 00.9MA1HW /1 OAIEHTAlA91 3 ( ORIENIATION 1 OBRNIA110N /1 mmATION 1 OIIENTMON /2 ( 4,00 I10 / GOENIA)pH /I 016pI2AlI0N 2 ONpITAt10N 1 I#T #2 mi Oiticei 10N #2 (p6l) ENO 011EiOOR M I M Otl END 61TBa0N ENO ENO INIERbR ENO WIGIIOR END OOERWR m INTBOOR IN) OASWOR m BOGmR BIO 021FNOR 10-i' 6-0 11-6' 0-8 11-6' Mill ]20'-0' ]-10' 0-6 )'-3' -0 IS' -4 010-) 0'-0' 1]'-a' 7-6 12-5' J•-)• tY-6• e•-II' B'-11' IS'-e' Ju 20•-0• T-4' 9•-Y 6'-9' 1+•-S• 6'-b' 10'-0' )'-)' 19'-0' b'-Il' 1]'-0' 10•-w a'-0• 11'-a• 4u 10'-0• a'-10 6-10• 5'-4' 10'-11' a -I- B'-,. )'-Y 13•-a' a'-0• Ir-6• 4u 20'-0' 6'-10' B'-10' S'M' 10'-11' 9'-1' 9'-)• Y-3' +1'-b' S'-5• '_w 4y0 20'-0• F-0• 0•-5' S'-5• 10'-0' Y-e' 0'-]' b'-11' 11'-6• a'-1' IY-5• 16A 20'-0' b'-5' Y-5' 6'-6' 10'-6• Y-8' 9'-3• 6'-11' 11'-6• r-11• r-Y 12 6'-0' 10'-Y -4' r-11' S'-3' 2•-w S'-11' 12'-0' -2' e•-o' B'-11' T-P A.-Il' 6'-J' 1]'-6' T-4' S'- 1' 11'-e' 6u 30'-0' S'-1' 0'-Y )'-0' '9'-)' 4'-10' 11'-1' S'-)' 11'-0• 10'-0' S•-11• )-I1• 5-9• 0'-0' S•-e' a'-J' 5'-r lY-P 6'-w Y-0'0a.0 m'-0' S'-8' 9'-10' B'-Y 4'-B' �50A S'-0• 719' a'-6 A_r 6'-4' 8'-6• 6'-1' IY-0• /1-1. 5'-6' H'-a' a'3A 19'-5• S'-9• )-9' 8'b' 0'-10' 12'-0' 6u 19-5' 0'-4' 6'-4' 8'-1 11'-10' b'-1' ]'-6 12'-6' b!A 1'-4• 5'-9 )'-9• 5-4' /'-1. °'-10' B'-5' 4'-0• 11'-10' S'-6 S•=4• 5'1. b'-6 13'-Y J00 1)'-P 5'-9' )'-6' 5'-4' 9'-0' 6'-+0' 0'-s' 4-a' 11'-/' S'-0 1Y-6' J0.0 IJ-4' S'-9' T-6' S4' e'-1 Y-0' 0'-Y 6'-Y If-B' 6'-0' 16'-6' S'-9• ]'-0' b'-' 9'-s•. e'-ID' B'-0' 1'-b' 1'-0' 5•-0 160 1'-e' S'-0' )'-r 0'-4' e'-w a-]' 0'-0' 0'-2' 1-)• 8'-]' 5'-6 Y-• J0.0 S-4• 9'-4' 6'-10' C-0' Il'-a' S'-6 11'-4' IT" 00A Tv-0- 0•-9- T-J' !-�• T-10• a'aY T-10• b-1' It'-5' 6-0• 5'-6 IV-P 00.0 la-1' S'-9• )'-]' .°'-' 9'-10' B'-2' C-e' 1-Y 5'-6 I2'-3 6SA 15-0' S'-9• )-r Y-4' Y-0' S'-r )•-B• 6•-1' 1'-w r-Y Y-6 1Y-3 e6A !•-0' S'-9' J'-0' S'-1' 0'-]' 4-10' 11'-5' '-1 1]'-0 BOA I4-x' S'-10' T-Y a'-5' )'-9' 0'-4' )'-B' S'-]' +1'-0' a•-• a•-] 1'-0 mA 1P-Y 5•-10' T-r 5'-V V_Y °'-11' Y-1+'1115- -J -7-'IS'-9' 5-0' )-B B-5 -0 6'-4' 11•-5' a-s °•-9 ix'-J 9u 13'-0' S'-1D' ]-) 5'-a' 6-] a'-11' B'-r 110 1]'-S' Y_9• a'-,- 1 -0' 0•-r 5-9 IY-] 100.0 IS•-9' S'-11• Y-)• 5-)• 9•-J' )'-0' S'-0''T-]' S'-11' J'-J• 5'-J' ]'-0' e'-8' 12'-J IOu 1Y-2• 0'-0' T-r Y` B'-]' Y-1' a'-]' S'-1'' !'-0 I1'-] S'-Y Y-B' b'-)• )'-9' 6'-6' n•-S• 6•-J• 6'-9 B'-0' )-i' S 9'-]' r-1' S'-J''!'-10' I2'-J 11u 11'-)' 6'-0' Y-)' S'-e' r-8'6'-0' ]'-9' 9'-0' I1'-5' B'-b• 5'-10' 12'-] Itu 11'-J' '-]' Y-0' e'-]' S'-4' ' !'-11 I]'-019u 5'A'6'-)' 11'-5•. r-8• !•-Il' 12-] flu n'-1• c-r Y-r 5'-9' 5'-1' )'-6' S'-9' Y-9' 6'-10' )'-9• 6'-)' 11'-5' 9'-10• b•-0' 11'-] 1 10'-w 6'-1- r-9• 519' 9'-]' T-]•'I260 '1]O.0 101w )'-10' T-0' )'IO' r-9• 11'-Y T-0• a'-i' 1]'-] I250 10'-2• 0•-2• -Y 5-1w 1'-r r-4' S•-]' 6'-9' ' W-Y 6'-1' -)' 5-f0' r-w 6'-1' 12'-3 1]u 1'-IV b'-]• T-)' 5'-10' 1'-]- Y-Y 6'-1' e'-0' Y-+ lY-] 9'-IO' 5'-]' Y-)' ]-10' -9 Y-0 -° 6'-0• 11'-Y IJTO 9'-S' 6-1' )'-)• 5-11 1'-]' Y-5'5' Y-1' tY-] )' 0'-11' )'-10' Y-2' J'-10' 6'-10' 11'-!' )•-]' 6'-]' 11'-] Y-)' a'-0' B'-3' )'-6' e'-]' b'-il'5• Y-]' IY-J I/OA B_,• 6-4' Y-J 6-0' )'-10' r-]' )'-10' 6'-11' 11'-S )'-r a'-r 11'-] 140A 9'-r 6•-4' 6'-]' ID'-3 e'-w )'-B' Y-4' ]'-1 °'-Il' lT-5' )'-4• 6'-]' 11'-] 14ILD 6'-10• 6•-5• Y-6' Y-0' 1'-]' Y-0' 0'-1' e'-IP5' 140A B'-10' e'-3' T6' '-!• 6-112-3 I50A 0'-B' °•-5' )'-0' B-Y 9'-0' )'-0' e'-]' )'-0'5• a•-4'I0u 6u e'-e' 0'-0' T-0' 6'-1' Y-e' )'-5' )'-8 -011'-5' lau e-3'6'-6'].-). 6'-2' 9'-]' -e' a•-2' T-1•5' 6'-°• 1Y-0 °'-3• 6'-F )'-T 0'-2' Y-0' )-9 )-9' -1' +1'-5• T-6' a` 11'-] •- Y-Y 6•-2' 1'-9• E'-]' '-T '-5• 6-°• - Ie0.0 e•- • Y-0• 6'-R' Y-9• -r )-9• -R' 11'-5• T-Y e'-6' 1 1560 - e-r _r • MAXIMUM MULLION SPACING SHALL BE SUCHTHAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. i MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. - D IAUWON A... 1dER I INTERIOR ��3 ' TQ�•�+ IldVSP,.... ,A' p � MUWON LL • UC `v I AAAyL ? ; FLOPoGA BUILDING COOS Man Hi911 VelobllY Burrl006a 75m) s 's• ( ��; 76j 1, * o2o+)m1Eco9s, Nautilus . O F6WvgSDnfror6y6Mm m/24/1] MULLION SPACING: "S" `_ ley' S J ` � t•-(�. 111 LlR )[SJINB a [NOIIE[MNO CDYPANY uaf xa xw w ; aou ruvN n u�u EXPERT SHUTTER SERVICES INC. 1625 SX MITI I Vf?IZI RM Elfil 11,It, n.. � 0u. r¢ IWNi.ewamwm r'-m' POPI ST. L= 34954 Mier lem) NB-9me . np nn) 6n.ano WBM w '�/yyy(/•/III 'YN]rA 4 h PZ IIANOA 1r 114157 P.E. SEAL/SGNATURE/OATE QG 4Y16-,iWMUWON I Gt 4'X81T/4•MUWON IO 4'xrxlfV THICK(WHANGE) HUWONI SCHEDULE lb' (LIMITED LOAD, MULLION SPACIN08SPANINSTALLATIONI FLOOR DeINTERIDR MULIIONS FORA GIVEN A9 D DESIGN PPE99URE 1 11 AND FOR 17-0' (CASE I1 a 8'41GSE81 8111 MAX MULLION sear....... IIN11. It®1 MAXIMUM MULLION SPAN 0 4Y UVTHICK MULLION GI 4W,614'THICK MULLION 03 2a7YIH'1HICK MULLION GMat 9Anw a la N mt I m)t U alt R at 1 mx ll 14t AEN I (a)t END AOTAWR MD Impmn o2RIM ENO DlIERDR .MD I3-0• - W-e• IB'-e•N12*-W • 13'-B• - IP-o• 3e0 121V 1T-e• 1I, W-e• - Ii'-0' 460 @•-o' - 1Y-e• 11'-e' - 1IV - 11'-0• 48n 12'-0' - 1]'-!• lD'-11'I- 12•-B• - 11'-0• HS 3 eon 12'-0' 12'-0' O-P • 12'-e• B60 ep.o 12•-0' 1a'-0' 11'-0' 1 'M 9'-10'' D'-B' 1'1]-B• 12 1]-B' ' 1'-0'e'e' 11'-e• - 11-0e'-0' fY-6' 11'-0'W t1•-V'-0'12'-e'e'q•-e• I3•-e•1• 12'-e• - II•-0•11'-9• 12'-6'e' IT-]' Id -a' e0A ITS 1 II•D, J30 s-D• 9•-C 0' B'-o' 9-B• _ 9• 30.0 '-0' I V 0'-D' 9'-0• 2'-0' 2'-0• - 9'-0' 40A 6'-0• a'-u OW 0'-0' 91 4nn B•-D' - D=o' 9W DIV eoo B•-0• .-D- D'-0' 9'-U• D• D'-0' - 9•-0' em e'-0• 9'-0• B•-0• D' B•-0• s'-o' - D'-0' ®0 9 0' D-0' D-0• 9-0' D-0' 9• =n eaD B'-0' 9•-0• n•-0' 9•-0• - 2'-0' TOO ID.0 DID- e'-o' - n'-0• D'-o' n•-0' Ogw�W D'-0' D'-o• n'-0' '-0' - - 9'-0' D'-0' 00.0 e•-0• B•-W 9'-0' SIT 6•-B' • D'-0' - B'-0• e'-Y • Y-o' • 9'-D' 00.0 e' n'-O' Y-3' • Y-o' • '-o' _ '-o' 'NOTE USE p-0'IFANCNOR CONSISTS OF NILTI.INC HUSfI SCREW OR POKER FASTENERS, WEWE.BOLTANCHOR. SEE SCHEDULES i e 2ON SHEET 1DA • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE' SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OFRRQQUfiT� P.E. 6CHEWLE 2b' ILIMRED WAD MOLL( - WALL MOUNTED MAX. SPAN IM1l FOR ENO R INTERIOR MULLIONS FORA OA/EN A ION PRESSURE RATING( /(AND F00.12'-0•(CASE IIAS'-0•ICASEIII MA% NI II I ION SPACIND IM1I 1� y4X MAXIMUM MULLION P (IT) 0 4Y6Yll1'THICK MULLION Gf 4Y8'EIN'THICK MULLION G7 Y XIN•T18OX LIUWON i'� w"0N0Ea w D9-Am ll t iRDDUDl1 co)t oWDNDBI II DtidWDI ll2FfMI4in1I''A21D]IDI l4 co>t N t ]P➢B11191 co)t END INR im ENO NIDUOR IMR100A END INIDmA ]OD IT-D- ta'- ' u-e' la'-e- - W- ' tY-!• Il'-11'1Y-e' - w-0•lY-0' 11'-e' 11'-4• 12'-e•4eD T2-0' - 1d-11• 10•.11' Ix-e' - 1110' 101) ❑'-0' - D'-P IG-]• 12'-0IY-0• - 0'-10• 10•-J• 12'-0• - 11-0t]'-0' B=!' 9'-11' In •_4• _e'-0' 0-0' B-D• 9-0XO n'-0' n'-D' B'-D' - B'-D'WA e'-D' - B'-D' n-D' s•-O' n'-n'mo B'-O' - 9'-0' D'-0'9'-0' - 9'-0'Oon a-0' 9'-0' B'-0'D' n'-0' 9b' Y'-0• - 9'-0' 2'-0' 0'-0 B'-o' - 0-0 fG0 e' B'- B2DID, --- a-0' - 9-0 D-0-00• mA B-0' 9 D'-0' 0--0--OO 2•-0•D-o B n-0' D-0• D-o 9-0-0 ' IOID •_o• •-D• Om1T mnw B.C. EXPERT p12411 er Ee ID/14/R INC. p E 17-244 ODawID F Pe2T n u a SCHEDULElc FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS .FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (ps.td. & A T-G" MAX. MULLION SPACING (ft) ° SCHEDULE2c WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.) & AND T-W MAX. MULLION SPACING (FT' MAXIMUM MULLION SPAN(") MAXIMUM MULLION SPAN(M 6®1t7:0-. �4'z6"/4•MUWON G74-YAWN MULLION ®4YPAIN*THICK(4S'FIANGE) MUWON IL9a QO4W'xl/4'MUWON O4'kB'x114'MULLION G2 /41�'THICK PP=a MULUOR MiNO B+•aq0RIMAWN �°10 ') (A0110ORRNO•MN F1 OpGA00N 1 MEMARCM 1 ORdTA]10N ] O AT01 1 ORRMARmN 2 1 OWIMA11W ] OMWARON 1 OREMAIWI 3 0RD0A110N 3ENO POFANIR END am'DON DID WIEmDR mo IMIERMR dD END N R d011FRICA IMFROR FND a tOOM Elm POEI®R d0 01RJEOR a0A 12-8' 3-6' 3b' 11-6' 11-6 IY-6' 11-a' 12-0' 12-6 1]-6 Yb )'-0' 1 -B' 3'-8' 1]-6' 12'-6' 12'-6' 12'-6 12'b' I3-6' 12-9' 11'-6 12•b• 12'-T 12'b' IT-8• 1]•-e' IT-6' 12'b' 1]'-8' IS'-6• 11'b• 17-0' 12'-6' Y-6' 1'-6• I]'-r 1Y-8• 17-6' I3'-6' IS'-6' IS'-6' 12'-9' 404 IT-T 12'-T 1'-r 17-0' I2'-6- IY-8' 1Y-8' IT-6' 1]'-a' I7-T '-a.12'-6' 2'b' '-0• IT-6• 17-6• 1'-r 1Y-a• 1Y-6• 1'-8' 11'-8' ' I3'-0' r-6• I2'-T 12'-6• I7-6' 11'-T IT -a• I3'-6' I]'-8' 17-6' '-0' I '- t '-0' 1 '-e' I3'-0' I]'-0• 12'-B• IY-8' 12'-0• 11'-6' IYb' • 1'-0' IY-T W'-T 1'-' 1Y-8• IT-T 1T-' 1'-B• I'-6' 1T-T 7'-• '-8' W-7* IT'-T i'b' @'-8' 11'-e' 1'-8' 1]'-6' 1 -e• IYb' -06' ❑'-3' I2'-T 11'-T IT-e' 11'-Y 1Y-e• 1Y-61 IV-e• 12'-' 12'-f r-0' 17-0' '-Y 2'-a' 13'-0' 1]'-0' 1Y-3• IY-a' 17-0• IV-,. IR'b' 00A T-O'6' l0'-11• t2'-T IYb• IT-6• W-I • .IYb• Izb' I2-6' ]-6' 12'-a' Y-' Y-6' 01- ' 1'-81 12'-e' IV -a• 11'- IQ'-e' @'-a• 11'-6• IT-B' OJO T' 8' W-6• IV-1- 12'-T 12'-6' 11'-]' 12'-V 1]•-e• IV-0• 1]'-6' 12'-T -0• 1Y-6• 10•-8• 'I]'-1' 11'-e' '-9• 11'-7- I2'-6• IY-0' 11'-6- t2'-8• 70A ]-0'6' IW-S' tt'-8' 12'-B' @'-0' II'-J' 2'-6' 11'-6' 12'-6• 17-6' 12'-6' T-0• 1Y-8• 10'b' W-a' W-4- Ir-6* 11'-3• 12'-e' IV -a' 12'b• I0'-6' 74D Y-0'1• I 17-1• 10'-11' 12'-W 12'b• 11' 6` 11'- 1' 12'- • 1 'b' 12--e' IV-6• '-D' 2'-' '-2• Ir- 1• Y_ ' 2'-a• 1 ' 11'- 1' 2'-8' 1'-8' 12'_8• e'1' 10'-8' 12'-4• 1'-6' 10'-10 1-J 17-a1Y-6 11'-11• 12'-0' T-0'1•-' 9'-11• 1'-s 12'-' 17-6' 10'-10' 11•b• IT-8• 11'-11' 1Y-6'O0-0 T-0' - 9'-0' 1 -2' 1 '- 12'-8' 10'-]' 11'-0' tt'-6' 1 'b' IY-a' -0'' B'-9' 10'd' 17-' 13'-a' 10'-0' 1 '-0' 12'-°' 1Y-6' 11'-T 2'-e' '-0'Io'- 7'-0• • 10'-2• T- • 0•-a' 9'-10' 9•-8• 1'-10' 11'-1• Tb• 1'-Ii' 0'-S• itl-2' IW-0' 0'-4• 1Y-r 1]'-6' 1T-10' IP-S' 1 b• IYb' 00.0 r-0•' V-1.9'-10- IT-10' 1Tb• 10'b' 10'-e' 11'-6' IT-Y 1T-10• 12'-T 7'-T2' 0'-A.9'-T 11'-7' 1 '-1 - W-Y W-4' 12'-6• 11•-9• 10'-B' 12'-8• 7'-D•10' 0'-3• 9'-r 11'-S' W-a• IW' 0' la'-1• 12'-8• 11'-S• 10.-1• Ir-a' '-a. 9'- 0' - 0'-3• 11'b• 11'-6' 10'-T W- ' 1Y-9' W-1• IYb' 1060 r-0'6' 9'-1' 0'-1' 11'-]' 11'-]' W-IT 9'-10' 12'-a' III -I, 9'-8' Ir-a' I= 7-0- 0'-T 0'-1• 9'-1' I1'-3• 111b' •-10' 9'-1T IV-6• 9'-6• 12'-B' IIOG Y-T 0'b' B'-11' 9'-10' W-1• 10'-10' 0'-9' 9'-7' 12'-9• itl-9' 0'-S' 1V-V '-0' 0'�T e'-11' 0'-10' W- ' 10'-10' 0'-9' 9'-T tYb' 9'-S' 11'b' I= r-0• W-0• 9'-10' T-7' W-It. 10'-r 9'-r 0-5' IV -a- 1T-5' 9'-11 IV- 8' 17m T-0• 8'-10'a.-,.10'-11' 10'-r '-7' 0-a' 1'-0' 0-1' IYb' I200 r-0' a'-9• a'b' 9'-Y' IT-C IT-T 0'-S W-V lY-a• 10'-2' 9'-1T 17-8' '-0' B'-T 1'-8' 8'-S• 10'-0' IO•-J' Y-0' 9'-0' 12'b• 0'-10- IYb' It" )'-0' e'-8' B'-Y 9'-0' ITd 10'-0' 9'-4' 9'-1' IV-6--0'-1 ' 8'-7- 12•_e• r-0• 81 6'1• 6'-2• 10'-1• 10'-0' 04' 9'-1 W-6• B'-Y 12'b' e- -a- - a 6-S '11--B Ib' 11X48.00 7'-0' 8'-3' T-4' r-9' 10'-4' 9''-1' B''-9'• 1]'-a' -Sb 7'-0 e-2- e- 7-9' IT-4 0-1• a-9• 12-6 66'-6 ' -] 1]b'100 7'-0' a'-0 9-{ '-8' 90'-4B' @-0 -0 T-]' 10-0' 9-' 0-0• -] ' ] 2aB-0' -a• 10 7'-0' ]-10' B'-e' 1Y-8 9-0 )'-10' 12'-0 )'-10' 8'' 11 -S' 10-0 '-1' '' 'd0 '-6 ' >-10' fY-8' Y a '-0 Y 6 ' T-8 00 7 8'-0 0-1 B-10' -fi' ' 13'-6' B-0• I- 10 Y-0 >'-8 '-T '-T- 8-' e-8 13-8f00 180D ]'-U' '9''->'' 1'-' 7'' 2a I IWO7- Y-+ 6'>' ' 1-Y 2'-° UWON MULLION SPACING: "S" • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. P.E FLORIDA °'°" `°'I Nautilus RaMRgnaRarSyrt �. ECC INC. EXPERT SHUTTER SERVICES INC. +NR9� ...I mRa W.PAm v "mv., coma n uw 1626 G.W. 9RIRDRE MU I61.RR B9 L`4 17-244 maalo w Sm1 2a a u