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Home My WebLink AboutPRODUCT APPROVAL414/2019 r ,' ti W Florida Building Code Onlim 3" t EMS Home I Log in I User Registration I Hot Topics ! Submit Surcharge I Stats Is Facts I Publications I Contact Us I ECIS Site Map I Uri" I Search ) QaHe'} ° Product Approval 3 USER: Public User Product Approval Her, > PretleR ar Aaplica[ion Search > ERollcation Ust> Application Detail FL # FL389-R9 Application Type Revision SCANNED Code Version 2017 BY Application Status Approved St. Lucie County Comments Archived G Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Bill Feeley //J Irodriguez@easternmetaLmm /TO? - 00, REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC X Shutters 711- Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tlllit, 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. +.` 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 (I).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 E-330 201, File COPY 2002 TAS 202, 203 1994 rl Equivalence of Product Standards 'k Certified By hftps:llfloddabuilding.org/pr/pr app_dd.aspx?param=wGEVXQvADgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8p/p3d 113 414/2019 Florida Building Code Onlin'-, E Sections from the Code w 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 I 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 3S 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 11 A ERICAN SHUTOER SYSTEMSDRAWING 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 SYSTEMSDRAWING 1 108 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.2 Bertha HV Accordion Shutter -Blade 1 I Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 17-107 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 HV3 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 FL389 R9 IT AMERICAN SHUTTER SYSTEM ASSOC.,, INC. DRAWING 17-107 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 SYSTEM INC. DRAWING 17-107 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- I Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 17-106 1 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 for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports oack Neat Contact es :: 26g1 Blair 5 eoad. Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy ct"t"".e", :. Accessibility Statement:: Refund statemen 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact BSo.487.1395. *Pursuant 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 emalis crowded 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: 29 91 ® RE 0 https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MmXdCOtOXQsoPMYK7UC8 / 3d 2/3 -A Le 1. 6ERn4 NY, KL Fem SI611TERSTSTEM BOAONO CODE. THIS ACL'OPaON SHUEER ! CCutN.LVOE'N;K'COtlpiAiCE 1MM THE"10ii (CM. EDITION) OF THE FI.DROA pNE[,£'.SHUTiER. WRL IN OPIYR,TO VRE" THE A9OJE CONORION: AlA4TE OESICN WM0 Lem OCIERNI ASOE -, fO"sfi+= 8E Writ NEDUR.O ro ti&O. ova1flNq LOADS Or Mwv LtM TRW Or 00 N OROER TO C964MRE T41E: W/' MAR, (AS.D) "SCN PRESSURE RAINDS nItAlD ON 5ROSTE 11 1ryflU, ,6,.'IT &�M N 0R6ER TO Vk' , THAT COWDMENTS'AND MCXa6.ON MIS PE,D. AS TES(C0. WERE.Nor Ol2R STRESSED.. A. W 5, INCREISE W AUORAOIE STRESS FOR WND 1OA04 M to'USfD N iMER A YS5. IND6EW:4 AWND DU , FA CD+1,S1 WAS I,SED FOR YTYaTOATMN Or FASTENEesla moo, BaTRiA NY, ACfAitaa! SNURa, SYSTEYSME011ACY-fOR 1ONO MD VRL£ UGS41L IMPAQ !!iM fMS-RIIN NEit9'fm N MXOROANCE -Y.)IN SEGOON, RX1,31 0r THE ABWE i2f4lHOATD WOE AS PER Alt tQP06T5: -HY BADE 0.00214.01=D1, /071401-0. /lOG4.01-M /1314Ai-p5, 1e3,7M-M, 1060S.01-10 a.0 (0110.O1-,T M TEN TA5-26T, 1M-20'2 ,AND'TM-203 Norro CL5 PIO Tzr I E-1866 AND E-1036 STaA1l®S (MSStE ERE3 D. "'Na EcRES:1, 2 & 3)' &-11=01-10 AS PER'TAS 201. 203, a 203 M-,OC= LAROE MESRE -iN WP.TOW CODE Q. j0.'09.01-08 A$'PE1 ABM C-1885 AND E-1996 (uSRE lfV4 D, eOID IONYS 1. 2. 3) BASIC PAOlEC11a,;ONLT MO,} DY15.01-86 I5 PER TM N2 ITOEOCOL 2 W GLADE(] ART Rl W.NOOW. RUDE Q§ ARE: ENaiEEK) TO "M N MISOM " E-CH ERROR UNDER.TNE OENEP bNRT,ON, AND.CO.YaTICNS or, M"PfUfATD.. ON "SMRr 10. . '3. GEPTNA N.Y. A^(Y1Ap:ON F4N6 (NY SCREWS), ,AFD AT. BI110iS KNUCKLE ANTN'rOR.OtREtf NOIMi COA'.YECTIa( TO IMCKS SNML Df /14s2.75' AA. ifAsf.75' REMECiMn.Y. 410-M NINLYUN SUMES FANLESS 31FR SOR[WS.MM ,360TIVI YELD N 1RUTDf AND ITO LA 50C%Ea . PTN MUST 5 IR W Y1E CRIED"WON THEIR HEN DFCApSn ¢D TINE STi'ILII.As UAW£'ACNREO m A RDYED EMiiNG APFYA'ATNE;". RL'OKTERED 1HM.AN¢OCAN "SINTTFR:SMu E,6 ASSCG'An➢ll.. RHS NU6i DCiR WE NY MARpNO,ON THEIR MEAA A. &L ALi1NNUM EXM4R%$,SNMA, BE AU Aw ASSOMYRx, AµDY ANp YELPER AS NOICAIw 0N' SHEETS 2 MO 3- NNNUN ACID STRI NGM FOR &W-TD.JiAOY @ �pA 1mi ANO 33.7 ku FOR 6000-T5 AUAY, 5, ALL SFREWS TO SE STAN= STEEL $04 OR 316 AM SORES M OERRD59H RESIStN1f =7M CAXRON Sm, K PER DTT'S0o T8 AO' WIM.90 1N MnELD.SOSNCEN ?IA' 'bi MN. TENSRA STRENQEN. AND W t4L ETUREY W/ FLOMOA DLIM1C�NO COW SECTION 2411JJ 4. 6, BOLTS TO. DE AF%l A-307 ON.YANafO STEE4'611.Aei 304,0R 3iCSOREi' stoot55 smo, TRW 35 A91 MLNUUN':}tEID McNoTW 7, SEE. THE FO¢aYNG SHEETS FOR MCNOR SPR CQRYNS HY T E (D : 12,13,14.16',Ym 20 'NA BUDS Q+ &p "wcRuNG IN UREa,- Tz 13 & 15 & it a 6ERMA NY. ACCORaON $HUiRp gy51Ey gFAgS A US PATEN(: 16779562, COWORERn M WE, MiRmAy ARE Cp4ydp. IN "M DY NN PME m. US. PAiEM j5'458.179 hSJEo TO EASTERN L,ERi SUPPLY. NC _ A ,T S BE WE R NsIk:Lrr Or WE CaRRACrOR :TO 4flNY THE SOJA'pNES$ CF WE.'SFltMiURE WH[RE SHMRR 5 TO M ATTACHED TO ,5 PH M ANCraRAOE: CWiRA-ta,. TO SZjCW,J( Alt SHUTTER COVONFM DORM INVYS Mlw TNR11 FASTENING N CONTMAK)US CONTACT 0TN Wl c WouxNO:TO' PREVENT ATdO/A wnwIR N, 16. FKH UFR MUST REM RRUARM EHQL IN A.NS9IE.PUCE WCN. VANXIM N - OU c PErN008.OF' HIIILCICANE WMXhFS NFMNE hV AND :O6FwEP, nNANi. CR aiFrtNS 1NS( PROPERLY CLOSE ALC Nv AJO TW CENIENNTES )AO aR,ACifT LOCl2 aLq LOCHS. f 1. SHUTTER M ACTOREWS 1 DEL Si44 61C-LMM ON A-READLY MEMLE LWMN At ACCOfl M TO OPEH FOR EYESNUTTER, N A-COAOARCE NTM SFCifIXF iJC9DJ �' ilOROA 19AIDMO LGGE: ONE SPREE SMA¢. RE RACED :@' N LAREWNO CONR.Y MEEcrM 12C9A;2 OF,7NE ROROA. RUEDNO WOE 12. RERIM N.V. ACATROE N S41TT¢1 SY511MS. WAAIUTION SNPEt CONRY *T N SPECS'ND TED'IN Ma DRAVWNO;RUS a @UtONO aID 20NFNO. p£4iICATALIS PROHQEO DY ii{E..RIR[SCIOTigI TRIM,PERWT a a D,TO. 13.1(4) W* P.E.D. PRa'MEO OY We EJNDNEER R CENaNC AND. DOES JOT PROAM QNFDTOMRON fet A RC 9PEC01E PRDJttT;.lb. NNERE THE SHE CONxTONO OM Ti Ro, WE P:Co. (C) OONRW M TO DE RESPaNSDI£ FOR THE StrEW,ON,. PURC110.KC XM iNSTAUATrl6 IWUNNG L4E SWM DE TN I MOCI BASED on We P:ED.... PRONGED WERE ODES: NOrI.pLAMiE fROM' WE CONORONS MAllED ON TIQS DO1UYEM.:CON5IRUCEION SUETY M SITE IS WE CONTRMrONS RESP:Y.:91UIY. {b) Wc, PA Wdl. BE CCK',Wvnro ONNI6 W, KTERE➢ BY AYi HGNS. (��Earc Paa¢Ers sLNL 6E PREPANEo m A "nDRaA REr2sTERED tNariEPle oR MCMTF:cr W1eex W2L eEeDME-nptNes+EFA or REmta. (EDP. FDR Ta iR.LECTUfO'nHO-rnL RE {W fME PpYW USE � l,l P.EO. QIONEEfl'OF-RECfM✓D,'ADIOO A$.A O¢EGATCO ENSNFER TO ItF PEd FNOulEER.SrWy SWMR r0 itE� UiIaLME 9R SPEW>r ORAWL'i'15 FOR R¢tEW': (b) OIDUTtU1 PED. RNLL BPAe THE MIC AM ORCI SEAL MO SWY,IUP.E OF WE PROFFSSI GAL EIRPNEER'OF MOST n4V PR'3A(DD H. O2N7 1RTECO, a£,__ ", E!< TA_ OF QF CONNTC' M A 1• HV R Af)ES (8 A C64EM NOTES' .SNIT 1 SfwM COMPONEMS 1-20 SHEET 2.. SYSTEM COMPONENTS 21-37 'SNEET.3 TTPC L VWrMTR AS$Y5LY� 38-44 SNRT-4 tr 1NAAWW Eva. & nvOW"au", AREA 2:, HV BLADE n AND HV Wit[OM RLdDF fh (WHLRB APE TN= TWIG& SHUTTER' EL£IATION & NOTES ON LOCfS S1IE'ET'5 WSTALLATiON OEtkI A-F, WtR:RTE%FROCK SHEET 6 P`SUUATION OETALLS G-M; WNONCW/et , SMEET 7 CENIERMAIE OETaLS NV SHEET 8 CFOWERVATE MERrNrRO DETATS IN SHE17 e CND CONNECTION OETMS 1-6CONCRC'E/BLOEK.. SHEET ID MWMUN SPANIABLES - SHEET 11 ANCHOR SCHMftLE-. CONCRETE & BWa1 SHEET 12. INMDR. SCHEDULE- CONCRETE,,&-DLOM SNEET 13- ANCHOR SCHEME- CMCq_[IE &. BWat, SHEET 14 " ANCHOR SCNEOUuE nee Short 15 TNSTN TICK DEARS M-R, WOOD .SHEET 16' BhTALARDN OE7al5 S-a, non "SHEET 17- ENO CONAECRM OETALLS 7-12.& A..9AOD SHEET 18 AREA 3: MF WINDOW AT as TYPICAL SHUT" ELMATION ONLY .SHEET IB AREA k HV W7NCOW RLAfj M-ONY. ofsl L RON.,:OETatS, META. SIOD WALLS SHEET M 'OTHIS DI?APlINO SHALL ONLY BE USED TO BTAIN PERMITS IN THE STATE OF FLORIDA AmI&S:A. American. Shutter. Spicer,Asnctallon,.:Inc. 4268 West*oods .Drive West POIM 'Bootii. FL 33407 lug C!0, SIDE ANGLES. Q AUMD FOR USE WJ W •soo- l HV UNIVERSAL .FLOATER - OM !ED. FORUSE W/ w S Ab€CI): '6005=)5 AMOY 040 2[uP[R SUCET 10 Q? HV HEA12ER/SIL OUALIFlm "FOR USE W/ HV'HlAOE OnI 6063-26 ALLOV MID TEMPER - ALUMINUM ANGLES OUAUFIED 6mk E W: / TN -OLY 01UN0 T[MFER ;AY DIRECT MOUNT OUALIFIm etAna FOR %L W/ W 1 �8063-T6 AlLOY: TEMPER. ')U WAtX-OVER TRACK,' QUAUEIEO �FO(qRRp UxSJE: W/ IN 00346, 4L(eYE i TEMPER CMP EYIi A B Tl I2 }} T' iC AUXI 1/e' llr tt I T' S•.MRJA 0.)3T' bang 25- 1' VAX. M'W Olo. MAx. Od3P`I033)" IL 'ECOINa... ntut T6.SSIN ,s, EIYOIRE[R)RO AaMPANT 33f V2. �9T0 'W9 HY TRENCH TRACK OUAUFIED mR USE W - )N BtADEt119W.V.^ A.S.S,A., American Shutter Systems. Association( aao. 4268 West{OOa6 DPive West POIm Beach; FL,33407 AND TERM w s 4 7.7 �, mw:r�, 2��J7 COCKER FOR "T- LOgK CENItNmATr CUAUFjFO FOR USE W/ kV CLACET�SDONLY 6063-T6 AtLOY AND TEM P ?3?, "f �__....l 2 gYN 4 LOCKING RODA QUAUnEO PON ,USE W/ NV &At 6063-T6'AuOJ AND TEMPER A. (� NY MATK ^T" LnCK t•EN RTF,_6AATE OUAUnE0'FOR 8 USE W/ AND MM LUE 6P2lY co fiOe3-TAILM Y MP6R "0 -T6 s-,3>Ya NY 3/S"m—T§�I 3xat HD NT RMA INc � AUAUFIN'60R' USE-W> Nv si,$r5 a 6063 T6 ALLDY; ND'TEMP¢R Y N 5 Nv f!a m 34 AI i 304 ;OUhUFtEC FQR VSE W/ HV BIACEQ C� 'cmtifi.TttA,wt: 3� fLT�E C 0� 3�' ; TItUi tEST1NO A=LNCINEER046 COMPANY � iNR a6P %.SW 305i NRGd[i GAPLfI�IItatN.Jtl k_2 p*e., s3a3}6+I-Y6ia.. re, :t�leri.. a]Y. HY REGfM'- N �M� LOCK SMIM 2333.Ntt 6OL1 LOCK, OUAU€IEp FOR USE W/ NV etAC , to fZ A■SwS■A■ 'American Shufior Sysfams 'Assoclafion, Inc: 4260' Westroads DriGa West POIm AeOeh,.-FL.'33407 SHUTTER, ASSEMBLY SCHEDULE FOR HV tip HV 607 �g HV OWE IA.� � _... w LONG REOESSEO NYLON BUSHL40 HV SHORT RECESSED .NYt,ON.aUSHING yr�ry +>J+ HV NYLON' HAT'WASHEN �... NV WHEEL CARRAPE NSI`w2-303 SERIES 0.870"13/t8" THICK 'NYI,OIJ WHEEL . 0.188'0 AIST.302 5EWESsS:S. RNEfS. HV 1 3j§".-ACCOftDIGN P_IN W/,p$ DEAD�* 10 2 3/e ACCOND19N PIN W/ #$ HEAD ' P0MARBONATE' TMFACT RESISTANT HV.WNDOW (1) HV PIN.(D SHALL ALWAYV BE USED AT ALL EXTERIOR BOTTOM KNUCKLES„OF HV ACCORDION SYSTEM W/ HV tD OR.. HV O'BLAOE {.q) HV PIN 19 MAY BE USED IN LED OF ® AND ONLY AT m F-S , IOR 801TOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ SLADE WHEN CORRESPONrGNO 'TO INSTALLATION 'ii-, SHEET 7. (3) HV PIN0 OR ® W/ 1/2" O.D. 1/1$" THICK S:s WASHER SHALL OF. USED' FOR 11IRM7 MOUNT INSTALLATION PER DETAIL 4 SHEET RTOR POLYCARBW7ATE'SCURCES FOR 4 ti +mow.mavwrx, ' ut7risu vrsar a,> amsl mcna m.3m x� urrcru � aqs aAi' vawm/ xemxx r7as�xv uvodro qKp nu .a:s a.x r�uw.c smnau n..um Ac:; arw naouw ra+w w' 'r<wnu�,raztis ati brw 1waWa rµ w.wo ¢.ra mraianem .m oiu ..a rz� rr r,.o/a. zxa¢-drum -eers wsm mess as a anza w asaiaSre ' Y..: oesa aiw.s u.a rum ttm roi�nar �m Map 'rao r iia r_. pten .sai cim, .•1LV€"cifrLTf MifF:iyAVMAf.. ASb cJrt. Okli P*1. . dMO'u,:. IDI$td. S?M13S:FilFR aYRr�Q4 ti. USN a10. ONt P+4 t8PJ W1 A,.S.S.A. American. Shutter, Systems' Association, Ine: 42M Wentroads, Di" West Poim,Bcacn,FL 33407 I t✓ �I 11IF lf1j :� s�a�sA III Et NO EOTIXYI 's +oa ii C a w • u-v - TYPICAL (1) HV BLADE SHUTTER ELEVATION N.Ts. OF EWNTION. uA40ATORV bON01RON /4 RfR xtYvnurJ841ISdRNLJit"fk,aL OYE HV LOCK gj or w or 0 SN 6E SEO Ai i/2 OF SOURER SPAN FOR MlY SPAN OR 12'.AGOYE OR SEIOW +/2 CF s AFOR S°AN FOR Sms IJF b SB'; AND FOR wSTALLAT4hS I AT AYy kYEYATOJi. W LOLR (B or 8 a 'Q' MAY EE U6F+1 AS AN -IOE OR VTWC LOCK, ATTAONEO i0 & cr 4,0UMETRCAC CENTERAWES Wf (2) 1/4•-20 x i/2' IONO FtAt NEAb S.S. .+ I TION OF LOOK 6HALL BE AS JNOI AM W TFIM SHViRR ELEVATION. VSE OF LOQUNO RODS %$, a/ $� R-gfl TOP ANO AS U +t .1x 1 i,a„nsw.. OF':ORNER. ct ITTMIArit aml? nosq w c=� �? ILT ET co r ' TN,.tff TESTJN0 A ENGINEERING AOMPANY Arnarican Shutter Systems Association; .Inc. 4268. Wastrcrodc Drive WestPalm Reoch; Ft 33407 s L 3 (Sfd SCHE4UM ON SHM iJ) ,BY WALL SILL INSTAL ATION mi.: rcn rmsxsianrm •.r, ¢ mu aru+¢ 'f1W GW'tlZ COYOVQR {SkE spEWlGipNSQN.SNELt 1S) C NV WALL eLi I INSTALLATION ATION 000ff�� INSTALLATION DETAILS W/ ( 'HV BLADE A.SSA: American Shutter lystems Associaflon, Inc. d25S }4as2ro¢os Orive Wesi. Pojm ,6ecch. It 35407 qc. .Q / I ` \` SEE END WALLS&SHEUM LID (D Mot Accordion Shutter System Association, Inc. OLD 15-C" West. Pol. Beach. FL 33407 CIFEAMNG NO 17-107 • l_lWp�q^ r qyi�{ i1p-,� * fii,E'!Mtt 4 tQRM3 tapt�„ T Y¢Gt. M ShtY¢ 5 } RRsp ¢w .,vwuw vuxrrarswr rrr r ts% Wm.PK1u�488.' u�a CM]IRI PCN W ll.l•[. �yi 'Z:/ HV '1f" LOCK �0�wx atr.Ms. axusm ca 4w[r a i5ti0.i A£ UMYbY t R.MMiO &K449MP414 -xrp . ' nccum w xi muv,wrgr uaTa venq oqa. 4a g� yMp QHvrr, � IM Wrt _ .�— �,44cRaa<1 to x 1 t/2" INGN S m, x, 3J32" WINGN(U�T:: 3 • r 1 r. N T r : r 4 A.SS.A. Amorloon Shutter Systems, :.Association, Inc. 4268, Wasl=ds' Qriw W"t,:$at. 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DESIGN PRESSVWA MTWC. t AW CORNER COOMMATE 1S IAy Et ,SE-0 AT'ALL mouN41NC ewmARONS {Amm SPEWIM'ONS SNALL DE .9 PIMNATED 0N.v`AOATOR1' CoNexnt 112 "E,14, SHEET D. ttrAm T THAT RexIAVU 5'Um FAN 'L4' OR `I' ANO MAMMUM ASD. DESx1C PRESSURE 12AER3 FOR LNSFRtAT) IS INNI CONORCM OR CONCRETE MOCIt SkLkl m UNITED As FOi C . 1- CONNECTIONS TO KEYSTONE MOUNTINC LRVTCO TO -}St: 72 P.M,, AND a'-E' SPAN; SEE MOMN'IINC(M))on SHEET 7. SEPARATION M GLASS SCHEDULE WIND: ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS THRU 3: 1 iae S e A'-O 8 9' S 10 IRN G 5 44- t 6. 1 (_JAB BLADE ias 6-s A-6 D r D s tas s;` A.-6' (1) H �! Teo 6 A 6 e_ b 5 ISO _t OR01 T $1[W MC iLTL gT no. A.S:S.A. Amorican Shutter, Systems Assoolatton, Inc. 42SR Westraads 0tiie West. Pvtm Saoch, FL, 33407 POSIYE ASO, DGs'UN+PNETS MTCN44VAI: t L-1 MAY: µLOWASU SRAN FORA MEN NECATWC A.S.D DESIGN PRESSidX NAnNg, (2) PROCEDURE TO OEm1MWE NAIINUM 5?tom. To, 174L.. 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'S016Nf O, J2R' 15) i�9.E 5NEEL i fOfl Jn`C+t SIN)}ER /SSE4BLY.� M-uaiartvc sccTUNs wl s caeau,6 n AAT wr ro 5{Si Mtl aarutAlgrf. ^� QNV-WA SILLINSTALLATION. ♦. sEE ,mn:n'„sc or euc- :v,ai lr o]al)n1ECa: eaC TILUT TE6TINC & ENCINEEMNC�CCNPANY �. ii--+�f• utn 1pb SIMQN OR WM dM Vvm= f' r vNRFMfbRN nCMYOLaOY v i'1/3• RSAO�A�I. IO t4A1E jj� `— E>�SirCNEtflA 1+muc HV WALL Sit T INSTAI I ATION A:S.S.A. American Shuffer Systems Assscictl n, Im 4268 Wesboods ON, West Potm Beach, FL 33407 i r i-sp` swxr.+ ren mau srrtiei+..lssolmr TAW. wJ.0 SCCIbR.Gv eC.CD69aQp + N Hn or to SIIP MIry41HV.ie➢i I 1GL s�KwrmN ro rxss fA.IAOt/S^C�t . 1 + 17 1J4frnow9 1-1 TE WR ORN.. C NNfOWCT w t 1/2 W , "E:ii M rnrnne'°wm xue�oER. M Stl¢p4E aN. BIREt 15) Or Exb71xC>YroOD liEaH 1 Ta BE LERIRiW B'/ BC6'$fCRW Enax[CR.OR % . t 1 % J�Y�1 F�" Af i R - --5 SM.RI[R #dTWArIJI. �tfq�� if /Y �( / } f%1 _ _-_ ¢ f/x' NfIER 924" 6.G Rf01G4ED FIPCON x111i PINfRL© �F `%'�V r. 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American Shunter System& Association, Inc. 4269 Westmads 0rivc West P01- Booth, FL 33407 EME or veag IF upu4t 0 END INSTALLATIONS n HV BLADE OR Q WINDOW 'BLADE INTO 2"XA MIN WOOD STUDS ss �•, ts� s» Ne 9ss s,.. Iss sq_ R r�r oam7 msrn, wc. P= �L * ' iILLiT'lESjiNC',✓r. ENG(N4Eali75 FOMPANY sus x< w,s, cr., sv.xs rrca raaUpR; nan; x tiwa ; ass7eT-tau . rc+ � Uos)nn-rsa: ' aein vi•6+e. e. tPF. OMA R4.4f ,44 0.# Am-S.S.A. :American Shutter Systems: '„4$BRf Association; Inc, .WoaS;oada T6Ate dYleeh.Pvlm Oeacn;. FL $3a07 ND ONNE; QN DETAII • aaas aa•.wsom w+u aw ,r-r � iEE L6PlAiIGNS CP USC iDR NV nxal r (D�e M: fA EM1D IMY.bw89pP5 W.M190T aBUOt �.� �l SVE-fSA. DUA&Sp3 SAWS f0 4 is M. fULLNEiprt.— >r i � =lll 1 .CD , m 1� i @Y top'---- iYP: SrurErKK'eLUPiEPcutES :zil ELEVATION arE srvwwia+ to aMs sozuxE a acZT tt rae owe0 .�.-. Mu GP'1i1S---rw I-- bye - AD fTILIECO tic. 1. WY AS;P. YESGA➢PCS^JI$ PRNiU: �110. - 110 paA. a. wa. sAdrrzx srMx: vs• 5..a[PY.4D 40PN�tNOS. /: 0.' 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American Shutter Systome Association, Inc.. 4268 Westroods Drfvb. Wevt'.POIM 6cdcb, FL 33467 Sz�TJERAt LIMITATIONS QND CONDITIONS O� FOR,BERTHAt Ti HV 9 Anr A0QRDION SI;UM SYSTEM INSTALLATION TO A1LTA' STUD WALLS 1. MAX A.S.D. DESIGN PRESSURE RATING: +75, - 75 (pso Z MAX. SHUTTER- ;SPAN: 84' 3 ALLOWED MOUNTING:. US: ON. THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HN LACK ARE ALLOWED WITH 21 AR G£D A METRICAL LAYOUT., USE C (2)R(3 (6' LONG, MINIMUM) MUST ALWAYS BE IN AT !OR OR INTERIOR ACCESS.SIOE OF CENTERMATE, #* BLADE SLACK=DETAIL FIVF IS ALSO'VAUD MR 12 CENTER 2T APPUC4IION WITH BLADE D 43A 6 O.C. WALL HEADER/SILL INSTALLATION VT' fTSP) i• 0"17 +artm. me. TAU7 ,TESTING: A f NEEDING COMPANY 035f'NA.Y 'S4 SY.-'%N4C'tl\CNCWl t1l1AL. J] PM.e t L]asMTt-15b .:i4: (b51lil�]!31 R ATES 21 yz.G r W, �{{�__� T m o4 3 1/A"R NOMINAL ALIMINUM�cTrrvc SD63=TS A.LOY SEPARATION TO Acc SrNED II c R x000' WIND ZONE MINIMUM f ASTM'E-1998, E T TjRU, 3 CLASS 1- MUM PENETRATE Q I' 4 4' nay 250' N aw llL1/4'm-20 THRiADS dsc 1,/4"O FJ.CO CONMUCTiON PRODUCTS RM LOK HD COMPONENTS N �SMFtiUhEi BOGC") SCALE: 3/B•e ,• A iSseS As Amoriaan ShuNer Systems: Association, Ina 4268 Westr ods: Drive West Palm Bea-b. R 33407 I H4 Hwnvs�,4m V SIDE. CONNECTION TO TRACK 4/4/2019 _ , Florida Building Code Onlir WO of ♦ t b ME. BCIS Home Log In User Registration HotTopi¢ Submit Surcharge State a Facts E Publications Contact Us acts Site Mape Links E. Search (:_r�( Product Approval tg USER: Public User db +j Product Aopmval Menu > ftib aor Avplira[ion Search > Application List> Application netall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL12246-R4 Revision 2017 Approved Expert Shutter Services, Inc. 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772) 871-1915 Ext 106 callexpert@aol.com Michael Heissenberg callexpert@aol.com Michael Heissenberg 1626 SW Biltmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com Michael Heissenberg 1626 SW Bilmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com Shutters Roll -up SCANNED BY St. Luce County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tlllit 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. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) 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 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_otl.aspx?param=wGEVXQwtDgvzRNLe5g40VliltCeHwT5BBAhhv9l8p/o2fxUQDampBiggCQ%3d%3d 112 4/4/2019 Florida Building Code Onlir C Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products t XLAIModel, Number or Name Description 12246.1 Nautilus Rolling Shutter System _. _._.__.._._..._._.__........................_................._____._____._.__......_.__. Nautilus Rolling Shutter System ._._..._.______ Llml s of Use _._.__._....... ...................................... ... ... ...... Installation Instructions Approved for use in HVHZ: No FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- 244.PDF Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: State Missile Level "D" wind zones 1, 2, 3 and 4 (basic Evaluation Reports protection only). Pressure rating: +30,-30 p.s.f. at 20'-0" span FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 244 PRODUCT EVALUATION REPORT PDF and +160, -160 p.s.f. at 8'-0" span with 1/2" slip. See sheets 15, 16 and 20 for additional pressures and spans. Created by Independent Third Party: Yes IIack i' 7 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida is an AA/EEO employer. Co ht 2007-2013 State of Flontla.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response W a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, 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 email, 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 clickh, -. Product Approval Accepts: Cruet Card Safe https:llfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g40VliltCeHwT5BBAhhv9l8%2f)(UQDampBlggCQ%3d%3d 212 UTTER TION HAS 1. MIITIRE0 FOUR ROLLING 1IANCECE IN I�CONMACE OMIT THIS ZCOpJ (6M ED�ITOOR) MC THE COMMENT CA BULCO,* �E. NAURR.US ROWNG WITER USIEM SHALL HOT BE NSTAIV) AT NIGH VELOCNY HUMCANE ZONES (MINA -MALE IBROWARO COUNTIES). DESK ONO LOADS SNARL BE DETERMINED AS PER SECTION 1609 Of THE ABOVE MENTIONED. COME. FOR A BAST WINO SPEED AS REDUCED BY THE JRISOkTWN WHERE THESE SHUTfES WILL BE INSTALLED MR A DIRECRONUUTY FACTOR K6W.65. USING MCC 7-10 FOR INSTALIANONS UNDER 2017 ME AND SHAU. NOT EKCFE THE MAAMUM (AS ID.) DEAL! PRESSURE RARNCS MOCAND ON SHEETS 15 THAN 18 A 20 MAN 26. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OETERMINED PER ASCE 7-10 SHAH BE TOM REDUCED TO. RSA. DESIGN WIND LOADS BY MULTIPLNNG THEN BY.O.6'IN ORDER TO TO COMPARE THESE W/ DIAL (AS.0) DESIGN PRESSURE RATINGS INDICATE ON SHEETS 16 MALL 18 h 20 THAN 26, Z A 33% INCUM REASE ALOWABUAT E STRESS FDPONENTS A WINCHERS iD UMU S WATM515ff � IN THEIR AMAMSST FASTENERS E55E. SPACINGS To WOOD NAVE BEEN DETERMINED N ACCORDANCE WORN MA% 2015. 4MUCLUS ROLUNG SHUTTER SYSTEIKS ADEQUACY FDA IMPACT AND CYCUC RESISTANCE HAS OUR VERIFIED IN ACCORDANCE WIN BOTTOM 1602.12 OF TIE ABOVE REMAINED WOE AS AMERICAN TEST LAID OF SOUTH ORi�TRM.NSO FForC WINO zONES 08 1. 2. 3 IN 4 S PER ASTU u556E Mi D l� My APAPPLICABLE330 �Nµ1 BA�SIC'PROIEH CTTO NSTPLIATNRNS, AS NFINED W SECTIONS 5.2.1A, 6.21.9 AND 8.3 OF ASN E 1926 SEE SHEETS 19 h 20 FR ADDITIONAL UIeM . I ALL ALUMINUM E(TRUSONS SHAD. BE 6053-TS ALLOT (UNLESS CIMAIRSE NOTE). SEE SHEET 2. 1, ALL SCREWS TEKCEPT END RETENTION SCREW` (�) TO BE STAINLESS SIEEL 304 OR 316 SERIES WITH 50 W. YIELD SUENG ANO 90 A01 TUSOE STIR CORROSION OR CORROSION RESISTANT COATED ENRON STEEL AS PEP MR NUB, AL B.D.S. ARE TEE( SCREWS MANUFACTURED BY GW SUIUVX 8 SRAU. COMPLY W/ FLORIDA BUILDING ODE SCORN 2411.3.3.A S. BOLTS TO BE ASTM A-307, GALVANIZED OR AV 304 OR 316 SERIES STAINLESS SIM WIN 36 INN MINIMUM VIVO STRENGTH. 6. NAURIUIS ROLLING SHUTTER SYSTEM BEARS U.S. PATENS 06.095.225 AND BT,409.980. 7. ANCHORS TO WALL. FORQSIDE RA, BRAIN. BE AS FOLLOWS: (A) TO FASTING POURED CONCRETE: MIX. =0 P.O. OMPRESSNE STRENOM -5/16b TAPCON A. ARCNRG AS MANUFACTURED w " WILRII. NC. -3/e'0 KRM BOLT 3 ANCHORS AS MAwFACTUREO BY HIM. INC. AT) MNIMMY RBE/WENT AM POURED CONCRETE SMALL BE: / NOI�BEENENY I0*0 NTO TSTLYCO � BECOYSOEREO AS PMf R THE ACQUIRE ENeEOMEM. A2) MINIMUM ME DISTANCE (C.O.) INTO POURED CONCRETE SHN.L BE: 4• ER 5/16.0 TAPER X. ANCHORS h 5- FOR 3/8'0 KWJC EOLT 3 ARCHORS, EWE 06TMCE S BflOND ANY MI MAUAL. AZ) IN CASE THAT PRECAST SIRS, PRECAST CONCRETE R ORCK PANELS; VENEER R PAVERS GE lWHO R THE EXISTING WALL OR FLOOR, ANCIKKS SILL BE LONG ENOUGH TO REAR THE MAN STRUCTURE BEHIND SUCH(I) TO COMING GROUT FILLED CELL CONCRETE RLGCK WALL: ASIN C-90 -5/16'0 TAPWN 14 MRRS, u MANRACiUAE BY RW SLALOM NO. CIA) MINIMUM EMBEDMENT R 5/16'0 TAPCON n ANCHOR$ INTO THE GAMUT FILLED CELL CONCRETE BLOCK NOW SHALL BE 2 f O. NO EUBEOMENT INTO STUCCO SOUL BE CONS.OERED AS PART OF WE AQUAE➢ WREDMENT. 91) MRMUM CEDE DISTANCE E.G.)(OF 5/IBb TN'WM XL ANCHORS INTO ROUT FILLED CELL WNCPETE BLOCK SMALL BE V. FDCE GMANCE 5 BEYOND ANY MUCH MATCRAL B, ANCHORS SHAL BE INSTNIEO FOLLOWAC ALL OF THE RENHNENOATIONS AND SPECBKATANS OF THE ANCHOR'S MM'UFACIURER, 9. ANCHORS REOMILED FDA MAN SANS CONNECTIONS SNARL BE AS SPECIFIED R APPLICABE SECTIONS SHOWN R. SHEET 9. -3/8.01 1/4• CAUK-COB NANUFACNRED BY PCIM FASTENERS, INC. -1/4bA3/4' S)UD-SEC MANUFACTURED BY ALL PINNY. INC. -316.0 KWIK BOLT TZ MANUFACTURED BY RLn. INC. -5/I6b TAMON MANUFACTURED BY TW BUADEK, INC MINMUM SOME DISTANCE AND SPACING ER ABOVE MENTIONED ANCHORS SHALL BE AS NDOOTEO BELOW RAT ABOVE MENTIONED INIUM EDGE DISTAMCE AND EMBEONENTS ARE BEYOND ANY FINISH MATERIAL EMBEDMENT GROUT RULED R ANCHOR SPACING 0 INN EDGE QISDINCE 0 100 .CONCRETE CONCRETE BLOCK 3,NCI 114• CA K-IN 3 3/4' 4 1/2• 1 1/4• (3000 "0 NOT ALLOWED 1/4•1.3/4 BOUD-SET 3• 3 7/6• (3000 PNO NOT ALLOWED 3/8.6 K591 MOLT TZ 8. 4. 2 1/2' (SOW POI) NOT ALLOWED S/16•A UNHOOK n 3 3/+• 3 I/8• 2 1/4- (2899 pR) Nm ALLOWED 10. ANCHORB TOURED FOR MILLION CONNECTIONS SIQ L BE AS SPECIFIED ON APPLICABLE SECTORS SAWN ON GREETS f0, NIA. 11. Ilk 12, 12A 13 R 13A -KWN BOLT TZ. MANSION ANCHOR W.wFACiVAEO BY MLn, INC. -HUS-H SCREW ANCHOR MAWFACNRED BY HILT). INC. -WEDGE-BOLT ANCHOR MANUFACTUREDBYPOWER FASTENERS, INC. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SMALL BE AS IYOCATED BELOW OR AT ABOVE RENAMED SHEET. COC O15T44CE AND EMBEUENTS ARE BEYOND ANY FINISH NATERA. MOMENT 0 TOR AIGiOR SPAMO 0 INi EDGE DISTANCE O IOOR CONCRETE CONCRETE BLOCCKK 3/4-0 KIM BOLT TO 2Y 8• 4 3/4' 3000-p.,) NOT ALLOWED 1/2-0 WK BOLT TZ 22 1/2' 7 1/2' 3 1/4- (3 PS) NOT ALLOWED 3/6.0 KIM BOLT TZ 6' 4 3/6' 2' (SIDE PSD NOT ALLOWED 3/8'0 HUS-H SCREW 4' S 2' (30O PV NOT ALUCAM 316.0 WEDGE -MALT 4 1/2' 4 112. 2 1/2'. (30N PS)p NOT ALLOWED NOT ALLOWED 5/0Y NS-N STEW OR ACNE BIT 7 1/2' 7 1/2' 2 1/2' (VIVO PSI) NOT ATONED It. THE INSTALLATION CONTRACTOR S M SE L/CANJL AL PRODUCT COMMNFNT FOES WRCN REMAIN N CONTINUOUS CONTACT WORM TOO: BRINING TO PREVENT WND/RAN INTRUSION. CORK AND SEA P=UCT TRACKS AL AROUND FULL LENGTH. 12- IF SNARL BE THE RESPONS6MY Of THE CONTRACTOR TO VERFF THE SOUNDNESS R THE STRUCTURE WHERE PRODUCT S TO DE ATTACHE TO VIOLATE PROPER ANCHORAGE I" PRODUCT SHALL ONLY BE ATTACHE TO CONCRETE. CONCRETE BLOCK R WON FRAME MGM, 11 THIS; PROWCYS INSTALLATION SHALL COMPLY CORN ALL GPECS INDICATED W THAI DRAWING PLUS ART BAAOINC AMC ZOWNO REGULATORS PROJAEU BY THE JURISDICTION WHERE PERMIT IS APPUE 10. 14. UFANG MECMANIS& NOT PART R THIS APPROVAL 15, THIS P.EO, PREPARED BY NeS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FDA A SITE SPERIC PROJECT;. 1a. WHERE THE RILE MOTORS DEVIATE mom THE PID. (b) COMMIICIOR TO BE RESPONSIVE FOR THE SELECTION. PURCHASE AND NSTALUNON INCLUDING LIFE SAFETY OF MIS PRODUCT, BASE R THIS P.E.D. PRONGED HE/SHE DOES NOT OBVIATE FROM THE CONDITIONS DEFAtl.ED ON THIS COMAI . WNSTRICTION SARIY AT SORE IS, THE CONTRACTOR'S PESPCi510U1Y. (P) THIS PZD. W.U. DE CONSIDERED NVAUD IF ALTERED BY ANY MEANS. S17E SPECIFIC (0) RECE THE ENGINEER OF ORDLBOR.) F RPROJECTS THE PAaSKNL BE 1RAND WHO WILL BE RESPONSIBLE FOR NIE PROPER US�C OFTHEP.C.D. ENGION WILL NEER Of RECORD, METING AS A DELEGA GINGER TO THE P.E.D. ENGINEER. SHALL SUBMC TO THIS LATTER THE SIX SPECIFIC'MAINCS TOR REVIEW, (I) RECORD D. PT PT L� ME GATE ANDS IMAGINAL' SM AND S ORkNRE OF THE PROFESSRIUL.EtAINEER OF B.3) ION N CASE I00UL ORO T ROOT ANCHE�RS 4wLLEBE LONOR G ENN000NCK �TO REACH TTHERM IN�RKU RE DO W IQ SUCH PANELS. (C) TO EASNNO WOOD FRAME BUJOPC: SPRUCE PINE -RR -SUM (G-0,30), OUCUS-FlR-SOVM (0-046) OR SOUTHERN PINE 12 W/ 0 + 0.M MN. -5/16.0 TAPON XL ANCHORS, AS MANUFACTURED BY NW BUIIDEN, INC. CA) MINIMUM EPC.EUCEIMIONF TAPWN ILL ANCHORS INTO OU RO E WOOD FRANC UNIT SHALL BE 2' t/4' PASCAL NO EMBEDMENT INTO FLASH MATUM SIWL BE CONSIDERED AS PARE OF ME ACCUSED EMBEDMENT C.2) MMMUD EWE MFINISITL N�OEA C,M) OF TAPER ANCHORS, INTO WOOD SMALL BE 2 1/4'.EWE DISTANCE IS MErCJ)CASE GFOENCRSTELOBEOGAVERS UAUND THE COSTINWµ OR RANCHORSSHALL BNGNUTORF THE VOW MANORIAL BEHIND SUCH PANELS P.E. Na4416I -� I 1 0VR7n=INC. ACCORDANCE WAR SECTION 170.9.3 OF SECTION IM9.9E OF THE FLOOM BWNNL] COTE NG CODE (NIA MITI VOfonly Nuni . Zem) Vautilus GNO(83lNRNR,3)INNO @IR411T TIER SERVICES INC. IIR A roLtuwe MIMET 17-244 IYCG M1 30IN -ome. w: m-moi .Nu..SNfl. 1 am © SIOE RAIL eCIiF ,C.f• p4 NS _,me. NB AW Ne a8 A N9 NTv OQA f FE, ` 3 ETM. A ¢ t f L4411' ww IlFSM• �*' IN..N• j 1AEFe' r �• nF ¢ I� wx 4)!•J (�� ri 1RES�iC94FONbpUDelbrt v4». SLATS .11awWwlllM 6F1CHW4gI4NWYB 6S or Er.Ftlapa,) rue,c.r xuevr•r actor _ d i O BUILOAUi NOE Fvv.nuwwwuEar NYtI 4.f rto• O SUILOAUT TUBE Ei BUILD-OUTTUBE ewsreumur4�uuur f emr wwl.uWr --- -- ... �� .ess• GF LRAPpEDANGLE © 4)I8MULLION © WMULLION. (tA4ttYUNNU4.WM wl.ftFFYM .tw l vuftWM aw COMPONENTS U 44167 OPTIONFP2PAMAM •p i va'4 ACETAI BUSHING'... NlIWOPIILI$FIMIDF!) .A 16tivEwmulsana iExve4mrsaAr�aoFsea nEmviwaalrsema mnwFmmloureaeeue RETAINING SYSTEM; SCREW. BUSHING xul:w•r r—so:o• Q BUILPOUTTUBE mernu4wmawm E ¢4e.a.r i 1:7) 114-004YRYISUSOEX%K SCREW eu,eoxsiEEe. ECAIS <P,T L xw• ). 6SAVO RWMUAOEXTAPCON A ANCHOR 4 cnlo 5eF uusw• . ON STORM BAR (D 37SWOHILTI. INC.KWX BOLT 3ANCHOR m,.�euwWwauEn C/ABON61FE1 W1C 12'.r -EGLF:..V.r Pp,9 KV .K. R.ftfvssk~s,� UTTER. SERVICES INC, 17-244 F!F Z.aM I SIDE/END CAP 2 HOUSING (BACK& TOP).040 THICK 3 HOUSING (FRONT &BOTTOM).040THICK 4 SPRING BRACKET 6 SPRINGASSEMBLY 6 60 MM OCTAGONALAXLE 7 61DE RAIL (MAIN SECTION) 0 SIDE RAIL (COVER SECTION 9 ALUMINUM STARTER. SLAT 1D ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING, GEAR & MOTOR BRACKET BOLTS 16 HOUSING (BACK & TOP) FASTENERS 16 SIDE RAIL (MAIN SECTION FASTENERS 17 HOUSING (FRONT & BOTTOM) FASTENERS 18 ENDRETENTIONASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR- PLASTIC OR 2AMIAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER ENO 25 IDLER BRACKET WITH BEARING ROWA snwmo Coo[ b t-BOX �Y/6 & Y/7 BOX Q V/9 O�ttpe�wR ®V/9 —OK Y/6 & Y/7 1 `.. 1 \ , \ �Z�1�LtiL��L . END CA END CAP END CAP` I END CAP S SA SS S —..�.....__........................................._..�' l SUS SLITS SU,rS TSB` O 8 R 0/6 m 0/80/8 sots O�a Oys _. 0/8 — Ts. big sots - --- E s D p p — sots (TYP. Ea. ENID) (Typ. Ea: END) e #9 S AA j Sys A (TYPJ I (TYP-) f0 r +' %TD / SLI S I SUIS E / ! / J ! STORM HAA SPALY s Ur"iiF�".`�-__ / _ _ ".".. 8 Y/6 & Y/7 (SEE V/6 vyf6 & Y/7 Isrt. ze�l.Es ca: sNrrs le a ae) TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *r w# :w saAN (SCE SGMEWt[S Pi $HCEi 15) NOTE: SEE SHEETS 2 & J FOR COMPONENTS. NOMENCLATURE. TYPICA{, UNIT ELEVATION W/ STORM BARS WLS. .SINGLE NOTE; SEE. SHEETS 2 & S FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER NUONT• NJ.& • CASE 1: WVRER SVOW EOUAE OR MSS TIWI ❑'-V APPLICABLE TO PNSTA TKNS W/O STORM BARS. W/'STM BARS OR W/ STORM HARS A, MUEUa:s W/ HEIGNis UP `10 W-0'. (M) CURTAIN SHALL START W/ 01 SETS AT TOP, FOLLOW€0 BY p, N0.._1THEREAFTER, AEL THE WAY tooni. EACH SUr Y s CoNSST W MIN, irvE (5) svn U i 1 SW BOMBER PROCEDURE FOR ADWNG SLITS WWNWARO'B0.0W /t SEAT SW BE CONTR400 UNHL TOTAS Si1URER HEIGHT M COMPLETED.. oV WJW OF FMAE WT NUMBER INSTAiIED BEFORE BOTTOM S 76® Y VARY WMH sHUTTNYs M W,.... .... (N) seism s l ®MUsi BE &WAYs' Iw iltao. ttt-�pyn a T�(�/•/.`. �VC�SF � � •N : SWURPA Hew URGER n I I'-0' APPt cQA E 10 INSTKUNOT++ W/o stow A� = FLORIOA. DO wC CODE' (Non h YRIORRY Hurrimle Zone) &Rs ANo W/ OR W/o MIJU,pN$ W/ HDONIs ""' " BoM 11'-C'. . Fia, as 2 ° af01] RiEN MC. GYM 8n.. Nautilus Ll (0) CURT" SHALL START W/ j'1 BUTS AT TOP. FOLLOWED BY S ..... TH RE ER. ALL n+E'wa. CNOC CACH OR SNALL..f9Ns'sr or NIN. RVE 01 sots aF nut suT NUI�ER. 1NIWEWRF FOR ADDING SU35 (gWf.MARO eEww /1 sNi SeUll. BE * * w* .4, t' �'r C � Re ItlOgShMMerSyA[em CO(SA/tA cONT9a2D. UNtR 010 s.AT IS 9.5TmaD. AFTER E10 s T 6 INVT O, ADWwNn. Eta YO 51ilNtf/e 9 �r�' iY�' }:C%. ('VrytM T rz"11 N AI,Y EXPERT SHUTTER SERVICES INC. SLITS uuSi 6C GSEb COMPLETE THE IOTA HEIDIR, � „tttA '�' u«wSA +v w Wp«I „tn�lleu 4Hm SW: S Moxt Eon" 17_244 FWR ST, UJOL R, 30M (n) Bottom sot BoMUsz a "� P+stutm. 'rS/ONAT.�� tlll � to«Eax...�, wMr roml rw-wa . r«: nr=aao. OMwa w R-a«rlg P„. SEALASIGNAYUHE/DAIE IS',TER A RLLM & RE Ld. Vc 1 .00 sxm ♦ern [n 4-- (sm SlYIEOm a SHEETS N. 2A & 28) ®W-1/10 ©or Q Of ®1 OR W 2/11 OR W-3/12 OR W 4/13 BOX II tl 11 11 11 11 I I II li 11 11 11 II It II II I! �� 1 9l i SI I I SI I I I I 1 i6 II .I 11 1i l i 24. } R 8 S B a I f t1 11 T1 i y i R/g or R./g I (fig ar i R/9 51 .. .; ...> �.. 3 Mox. SLAB T SPAN4LAT W-3/12 OR W-4/13 SPAN I I Nor. SiAT SPAN L�C45NEEt la) „ 15f#En 18 & iB} •+.o $NF[T 13) • TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, t• WJ MULUON & W10 STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENWTURE.. . N.T.S.. PROCNIURE FOR SLAT INSTAII ATION GIVEN A SHUTTER MEICK, • CASE l: SHUTrER HMT E OR LESS 1HAN W-O'. A IC&riL. TO MT&{ADONS W/0 STORM R , W/ STORM B+AS OR W/ STORN BARS & MVLLMHS W/ HEYOHIS UP TO 11'-0', W CU"" SHFLL START W/ 11 SUT6 AT TOP, FOucyto BY 02. f3, -.- T8ERFA1nR A THE WAY GOWN. EACH SAT / BWAL co EmT Or m (5)S Ts 0r THAr 5UT NUMBER, PROCEDURE FOR ADO= Sd TS DGANWARo BELOW 1, $SAL SHALL SE CONi1NVE UNTIL lOi& 84 tGY HBCY11 IS COWNWEP: OUAN OF FM SLAT NUMBFA fNBTALLFD 9EEORE BOTTOM 4AT MqY VARY WMH MUTTER'S HEIGHT. (b) SOVOM SUT@B MMBT t!E ALWAYS INSTA=, t• CASE a BNUTRR HLTCNY 4 CM THM1 IV-0' g PU3 BtE TO INSTA TON W/O STORM W XND W/ MBLUONS W/ "Moors URGER TfON tl'-O'. (P) CURTAN SH&L WART W/ 01 SUIS At TOP, EO OKO BY 12, %]...,. TNEROM EA &L. THE WAY OOYIN. rACN WE j SH CON4ST of FIVE (5) S n OF THAT Sut NUMBER. PROCELURE FOR ACD%NG. SLITS ODWln'ARD SM W /! SUT SWAT BE CONUNUE UNTIL /10 SLO 15 V!S'iAL . AFTER ))YO SLIT M INSTA4E0, AOOUIO.N& #10 BUn IIVST RE USED TO COMP UHE TO & SN" PNT, (e) etTVOM 9 T@NA BE &WAYS INSTASLEO: W-1/10 OR W-2/11 OR 0(®Of QO( 0 Df f@-{ ®W-3/12 OR W-4/13 jNbx STOBN EAR SPAa'W 1 Wk utAiDON EP4m o RRM M SCNEDUIE ON SHEET 22} I tnr S06. m V/9 K I 4 on WEIS 24, 25 & 26) , BOX An ATS An BATS �A13��$y wn iAn O (. END) An } END CAR. k F m °a N N � y 0/8 A (iyP.) o oaf. R/6or �, - R'/g�(Typ. :i It It u i sukm 32 Nn ,AA sun �5 15, Ts sun sun' R g r a%a,; SU15 D Ea. END) sun n I ro SUES i i. 11 II I �I 11 i i 11 i i !I I L I i i i 5 B--s-Y —P Bap B 1 [ g r F •----ter 8 or -r t ii f l R/8 i I or 1_ u u R �i I I 14 it 8/8 or 1i/9-�=.— Q 1YP) mu, STORv BM (SEE s+iEET az) F .F ePAaws—" iW 1/10'OR W 2 11 OR j ® IW 3/12 OR W 4/13 I ®V/9 (� J Max. SUS SPAN � Max. SLAT SPAN Man SIAT SPAN _ i (SEE SCHEDULR OSE (SEE $CNEOUER ON. '"'S CS�E `-xNi0ULE4:M-0 SHEET' 15) SHEETS (5 & 16) SNBtt 13) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION }�/ MUWON & W� STORM BARS NOSE: SEE SHEETS 2. & 3 FOR MPONEWS 6101AENClATURE. N.T.S. 4/16'0 TAPGONS XI. W/ 2 t/P Mv. FMBEDMRtE� POURE6 CDNCR —S/Ivo `TAPCONS YL W/.2 1/4` Mim EMBEAMENT 0 I.ODa tw- OAv. CKI`il/B•. OR 24211/B' PJI NUM. IUSE^. T. t/1'Prsp' IN WILDEK TEN SCREWS b Ib.D.A08O' CAIV. SIEEL WASiFR 0 2e % R26"0 `% ST4fl WASHER 0 24' ac. / 1/ ,, 5/IS o TAPCONS %i W/—i 1 W/ 1. OA.�9.059' GAk'"N112EO. ma WASHER 0 21' 4. ac. .� 2 1/1` MID. EMOEOAA00 0 20 a.0 f 1' POURED COUCREEE w PpJflEO CONCRE1i I OR.DgOUt f.EE0 CaaCRETE BLOpc l CONOAETE BACK WAIL REOVIREO. I 1 WALL AEOUIREO. EOGE:O� OPENIN n -EnS1WC z ;LISSr 0 °IC I 3 (BEYOND) (0"0) _ (BEYOND) l d wl I n / C SEE ANCHOR SLHWULES ON % 6G P 'x EWUES M SHEETS I& 1) u le SEE ANCHOR SCNEOU185 ON s �' r SNEEIe Ia. 17 k 1B qqq fr _ P Ab a leas is, tt Ag , A o OIn. SEPARATION ', IICLASp wh SEPARATION l CLASS { M4a. SE AFATICN CLASS I od E (5DTi XYIEWIES, — CN S M Ib) '� k EKIEPoINt (n�hE '•j,. (SDEE ' } Dam '-4i - g4R j OR Sim 15) � � y OR yEET 15) 0/8 0/8 t 0/6 ( Q/g 0/8 i 0/8 1 POUPEO C0.4CREEE ODAMD ,y/ L '� k �Ji POURED CONCRETE f r �. CRONCAM B aK WALL RCOUIREb "" I 1 PWREO CONCREWE /` tp- g 3 .3 CCOONCRETE e�O WALL KOWREU, CONCRflE BRiCCK WF1A RFDUfRCD p EDGE OPENIN q B`. g % MEIX' GPCNIN l T EEE { B .Cx......_.. n 1? gg R % I ...-.-.... NWy ED .� 1 1/210A%21roN[ ` �a f F N1N/E.D T * .062'KONi, B/15'P TAPDON&XL W/ E 11 R L W1 ANGIL W/ 5/fSb T)L CONS XL W/ T 2 I/1` tAP. EDBEDUEME 0 2/' es, _ POURED C0`IGPEiE B/1B'f TAPCONS'ML W/ ' i T ALUa ALUYI. A4GtE 2 1/1' MID. CMBFOM 0 24' a.c/,.F / WALL MOUNTING (fA•3 kti Nina) PEOrO. fL00RiCElUNGITRAPPED MOUNTING 7 1/4' Nip, EMeEDMEhT ./ O 24' 0.4 BUIMQUT MOUNTING l` SECTIONS.., 1 "" ••r!4iT''. •../ -'• EEDRIOA eUIL01ND CDDE (Nan NiON: wtl 'w Bu',IAARW Bo+ ) INSTALLATION DETAILS ON EXISTING POURED f l (o.aays�'� C2PIl r0.RW w;. Nautilus tluaN bC. ...__LG * �"�'-e� yam% aVi./Ir CONCRETE OR GROUT FILLED CELL CONCRETE =3.4 1! ECo,ND. BLOCK BUILDINGS ti 2' r ,�� a 4 g U SERVICES near xl*k+n B eNBwEERwo CCMKAM' EXPERT SHUTTER SERVICES MCI rev ` +a, M ��"� �;;; Httee,BaLmm - n-2 SCA:[:.P, ••••••• ,I 6\ (I rvnvE _. MM.'NWI NE.BCak.. Eu ff1 ni+.<w0 bLLMxG 1Y. 6AtE H}fR ,aW6CY19 BE nacna 41 a. P. • MW mm s oix n tLfl0.0 BDOD [f6N:o COD Val, TMCINS IN. a/ s/,ero Xa coxs n w/ SR'n•°A ""/ OR "w'Ew is I/r ua eN 110n x ,/a' r , rtn.-m mN I'W.1/a' OR 1 r''/ "° /-' v aw'rva ,/.•.. y 4Dm 1 a ,•oo..v.aw aur. a 1•ay. 40M, w=- OR LnLRNc YCCO EC5fix4 KY.NM1 _ TY.I/a I 3".f11/a•^+ r• 6AN.060' GLbIP3lD CR PNirR. SIt[t wuxw O Xt• P<. qUE DR Ry)ER Sn4 w45MER O, N "Pa, fyyRLla ryyC l I OA,D.DE R 0 2.- E0 t2yyplyY i _ $iEF11ASMOt m Xt' M. SIEEI wI91[R D 2e• PL S/IbI rN.'¢K Xl S/taa n I w/i 1/2 YrM w/2 IA, in• M. �..• A[xclMi!pef (R) fW OR (2) 2W CR ' alb' enxr. Y,b• can. (X) Y,e• oR O) Y.e' as REEW I) at OOO MIMitNDfAC[R _ S EVAEM a aa4. { MMatEw'�ewu. I M 8 a 1EN.m \ ) 0 M a j F Ifg0 i amen aERL�mf°10 I ) mExw YwavgxD) i artwm (eaaa) I 3 (DO"] � A 121 rtt• aR ( I w I e OmAOA f#®+M' av i { (:)®tom' as 4 { ssawnar 15 4 c m yy Y f•�6• [DfT, aU TM Y.e" sm HODP �nn SOEDCEa t ( Y $W;l My 1O DN59 �^�( MpED..LRb tD GUSS siVDm ta" A !Z D It-U,O, - A I {fir' E'fi S D In•as I �$. glyyCM I Y41 &i .( ` WJC. RigeF20 - Abf mI uR4R[DInRCD MWONn Ea,UI, E N,amRs q M) 3 s� a (sa ExebE x) ' <sc ssn Ev) iS ) sCe M1100 ro �j{ � ♦ 4 0/9 i • 0/e { \ Lan rN 0/8 �� i (�� 2'r DR I wlCxoRs {I XC HKMRS tva aE; r +i `amm vON n cwE i j 4 Dw s at j D sND016' El A\jj D y 1i1 RO DRFNMO 0 FDEEQ013L I I I I t f 4 J^ 8 i %E n,arou I 4 E.. c'av�•'uwE�..�Ncc3w• sNEn I }i ,S Lia a .tYLIN XlM1E \' ax van 21 t s/tee rxau n i ywka0/8 M1 tiR .,-1082w OR 2W tat952%e OR f, ' \X',e' 00. 2 t 2W ORCME. 1'NPJDCCMCDM, wYA EbSiWa MMD DDYGYJEO WnW 3 79DOROOifON %AlC ECI( 2M BtlEIOY PI..RRME NH REW°RCD LUe efOwlfiD8snEM N) PEOARCO. (LEb 5N0.T 29) (aET LMM 10) RfoWAEO. {SEC am XO) WALLMOUNTING WALLMOUNTING "ILOAUTMOUNTING BUILDOUTMOUNTING SECTIONS Y—Y INSTALLATION DETAILS ON E I• T WOOD BUILDINGS �.'SjGFIYS r'9 E F FLDIbOA BUIIDiNC CODE (Non )yqn YelecH IfurNmne 9onb) / 44f87 ° oXD,2 rL Do r nw an *; * _{* Nautilus 8 IL EC01Mm. °B9 " -- Rx ^*wun I--- a Eraenumwo DOYe.Nr Me SHUTTER SERVICES INC. fi ..�•''�'\['•' ffR "w`„, i'ram"I,ew'n.rw,t-,u,m« e sw. LanoRL mun 11-244 (1 PJ2, M, 4KK,.EL 2Mbe _!S7QI�>'i1—iT. E#�X621I'' «wnni.",R�a;ae Pt. SFx/ai iSE/OtrE $J . u. f 411EX Lxm X ux Or. 17 A 13) E \ \ FLUSH MOUNT ALLI }��`a�\ SECTION O-0 (PLAN) SECTION O—Q (PLAN) ORIENTATION /1 ORIENTATION 2 WALL MOUNT ENO P MUWON WALL MOUNT ENO 811ULLION. (SEE Si J „fESRRWLLS0) J SYRTS 17 8 18) �a4. o.c. TRAPPED MOUNT CD ww—� EE Sa2a 1 ati OA it[iT.OM1 REEFS t7 A 18) cXan rtuo"'"� K CgctflffE ¢LOd �aq 3 E a s A H 0 4• °'`. tn. /+. �D SECTION W/ STORM BARS w t/e• s� V SECTION P—P (PLAN) BUILD —OUT MOUNT swr �/ia•. ,• t )NTETiIOR MULLION TRAPPED MOUNT INTERIOR MUWOH INSTALLATION DETAILS INTO MULLIONS G. G1 G2 w :ro, sties = A a P ac. 1/]`Ti.• ) _ O ox Zia' stir , O FLUSH MOUNT (WALL) BUILD —OUT MOUNT SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS . ,n• . , c swr mnm e SECTION 0'-0' (PLAN) ORIENTATION UI WALL MOUNT END LLION WALL MOUNT END k aw>n+ ey 1c ayn/D wrt 17-244 mYas w 94[l 9 OEM 1/2' Min S Mle. E.D. i YAn, ED, uln. E 1/6 Min. ED.--I }-. 3 1/4' Mfn. i . P 2' 0 A 0 CALK-W NCHORS 'O SCUD -Set ANCHORS I K1YC H0.T n ElPmsm ANCIKFA3 ib TAacoN %L mwm B y SIT s a PODR03 D rC 3 Ri7 ib tAPfAH9 XL THICK R f 0 N . DM k a 4 L 0.WA WASHER 0 Y Mf9. PoR re i 9EE 5TEP } ON SHEET IA rSR SPE— '� WIND 20NE ': 4 TREATMENT FOAL gtND YDNES 1 1NFU 1 if SEPARATION TO 3 (SEE Sp+EgULCS av1 A G.. i. SHEETS is x 14) I 6XIf1UDR R9. 5 - .....1i._ S�� NFP, r AWN. EDD COO..... n CO3ONCRETE (P(WRED p itNGV REd°JIRfO ln 6116"P TAPOONS %L W/-+/ 2 1/4' uln. EueEg/WH A 34" O E, 441 WALL m u I r <; EUOE Os SLAB ( 72 bml , t{!� 4f9R 3 WARP 3/8& CA1K-Pi +--4 1/2 Y0. E.O-AOR 1/2 YE. , 1/8b , T ANCHORS 3 fG E.D '---til M' EO.--1---FCA 1/4'0 SIXIO-SET ANGBWS � �' T�* Ml., E.D. 'rvi W4. ED,-- FDR 3NO RIK MI TZ MANSIONANct it; ;^' -3 ij8 Yin, FD y ......... 3 1/B Mln, EDr-t--FOR 5/1Eb TA➢CON NI AVpgRB 'P,5 �.. (41 3/810 ChL w ANCHORS OR (4 1/4`0,SBUT-SET ANCHORS OR (4 3/B'0 KYY. Ill v MWABOU A11C M OP (4) ANCHORS. PER (4 5/15.0 TAPGON XL NiCHOR i- 3 t.;... 51GRY fl4R CONNECOOH; E TABLE 2 ON SHEET 23 i •.. (TYW TOP At BOTTOM) I' L DaER R 2" 6 0 A1-UYINDY ANGLE E0. SLOE W/ TO ) WORM M$URAIX TEN CACWS STORY BMW 1DP @ BOTTOM) SECTION 5 - S I ulacxTsrnn raAr mHnwm wtO RulaR • AN6AR DETAIL A * 1/4' 0-20 OR 3/6' 1-16 w 'NE SCAM USED J0l W/ 1/4'e a 3/4' SOVD-SET OR 3/B'0 4 1 11/4' W -9N ANCHORS RESPECTWELY SHALL BE tEFT TOGETHER W ANCHORS AT THE TIME STORY EARS me REMOVED.. (SEC CET. A). (1) 3/Bb cam-R4. moic (2) 1/4b SOLID -STET HOC (2) 3/0-0 xeg emr Tit ANC OAS OR (2) 5/,So TOCON AL AS 1 1/2".1 1/21D.0R2' j.. ALUM. ANGLL W/ 5/16.0 TA%DNS P. W/ 2 1/4" Nil. DMREOMENT 0 24" Ps 9; 1 exou TATttro.we. SECTION S1 - 51 EXPERT T4Wm Oe LC W/24/fa No" 1 2244 OwwO w W90W ft ft WM E0. 9' Nin. £.0. OR (1) 3/4.6 KAEK BOLT TZ WP 104 { ANCH ISO END AND @NE*R "UONs Qk ® (ORIENT r10N 11) AND END i uVWON4Q& O�'1J, (ORIENTATION j2) FOR (2) 3/4-P WK BOLT TZ EXPANSION -----9' um. Co- 9' Nin. E.D:---- ANCY0R4 O WTERKIR AMUIW �J "'� (ORIENTATION 12). EWE (F SiAB {rI ^�m� IEDG� E f S(P8 'F�YTTlF�7 WURED CONCPETEJ E f (1'cSM6EaJ i 3• B' lv I THICK REWO. F i I E —ED, ! E EXIsrOW� GUS6 ! 1' G OR( ea i it e 4 �N E P 30 $y 0/6 ➢r i 0/8 or a9 R/8 or R/8 or R'/8 R'/8 mP. ,mamma), I, -_ . (rm. rap/mm) 3-4-0/2-W-4• (W61-T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4b IN U BOLTS i0 UUlUON 4—" DOLT R W/ B• W. UR 70 POPREn CONCRETE (Typ. TOP k BHITTW) SECTION XT-Xi W/ (END & INTERIOR MULLION) (Pt/ ORIENTATION 1 I) (6'x4•) ° SECTION XI -XI W/ (G' ^! POURED CONQREIE (1'c = 3 ke, uIP.) (END &INTERIOR MULLION) B' W. T C RE) (P1/ ORIENTATION 9 )) [ OF RAB EWE OF 5?'ME L1 ' ^�.1 A- TARE AAM)C (6•%4l IF Hli� j FOR (2) 3/4'P KWIK Bar 12 EkPANSON -• u:n. E.0. =_—^9' u'm. E.O. ANCHORS O MYERIuR VULL*N F) (OMEWARON [2). (• p.R. EP• •.AND BI ---^9' MI. E.DE.D. FOR (1) 3/4-0WK BOLT T2 EXPAWiKMANCHORS 0 IMEMOR \+ \ Qk 0 (OMEN ARCM �T 8 1i2)y 00 ..ND WaLION 0 (OMEN UAON 82) \. 7(• ? �NS \ . 4416� ? } PLOORTO CEIUNGITRAPPEDMOUNTINGMULLIONS(G� OR 6E'-0 SECTIONS NLIp's,\ 'ot ^?•y.„, END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION S : I/C • E- P.E: 9's$y t+)YIn1 MTF TL` 1 1/r j i y. G OERpR (6081-T6 3'XS'nALLOY) AOY) (2)A-v.,3 NMOLE Eh BOLE Yl/ 70 ALLK)NO V BOLTS (1) 3/4 O XYRN BOLT TI EXPA1E610N ANCHOR Y1/ 6' Wm EUDEDNENT TO POEIREO CONCRETE �T T (TY TOP & BCTTW) r-6' ALTERNATIVE SECTION XI -XI W/ CGS+ TO i i UNICNIAHEIN (4•x6-) mTrolq ,(END MULLION ONLY) ,(INTERIOR MULLION ONLY) ALTERNATIVES SECTION XI -XI W/ (G� (W/ ORIENTATION N 2) � (4'X6•) lxm. E.O. i (seE•sci+mutE 9f: I IF Ci 9T f IPRMAB:L ii \ i' �.L N ! a ERISORo�"'} OIASE MR X8 `s a 4 Q/8 or R/8 or s R'/8 f 9 3 i x ®Y k (iYP: ICP/WT1CY)r Rw EONcam y D SCNEDU4i,1ZE I Q/e or R/8 or R'/8 IoP/a (4A8 INTERIOR MUWON ONLY W/ ORIENTATION 2) DOE OF SHADE Mln. E.D. / T WA1,WLE, (SEE SCHEDULE /,)' 1 I"'(SEE SCiIEO'JDLE jqj y/PDUOEO CONCRETE AW ME,) SK SCHEDULE ./1. FLOOR TO CEILING/TRAPPEDMOUNTING: MULLIONS n OR SECTIONS vm Q END& INTERIOR TRAPPED MOUNTED MULLIC • S)DE RAIL'COlANd SOX NOT SHOWN F R CLARITY 1 y SiE DACYJN©:RnERDRT a p(m a B, MR) Come uR.N EO fAMMN FPA4 CUIiREP IHT StlRABEE fd FOR CISI: LAM ME 1. 1. a D D,.SfV 25. (E2N,ED tm. MIAMI PAM AA9 SPAN NSALIAT }: 1611" ! ow I - BLR:EOML AND CCAOORCAL AF9 Ixw4 RI N-till. R.F. YABYW. ASD. DONOR pR:S4IRE MI fT-0' iWti N UUU04 VACING. SEE. SCHIZAES./I a /2 MR.040w O. SPECS. MUM OHS IR - R•SWC& AND GOOD OX MNMODIF x/ A DA pat... ERYARN A50. us" PRESSURE MIA M-O' NADYW NJISANI SPAtm $EE SCIffOLtiES /1 a /]. FOR ADkOCUL.VM ISR ATION PF D - COWEREK ARAMIOY FOR lIODO pl. AAFJNNi ASD DESDY PRE5 m MONO,. 8'-0' mm NAtAM !A' SEE. WRmuuS N q 12 MR KICUmm . I-X1 W/ - 9/ ORIENTATION Y )) SCHEDULE /1 �Yr NRL BIAR MlICO. AYgWR tvn a suc (Tr.-taP a loApu) KOMM R ,mE EOGE CISU N E FOR *TIOl1 RICO. T AxfoD VW-Hiln etc M4-H-SO A1, A'.F WTiER .EDOE-�Li ARCWR POP B a I WLMONS 2 1/Y 5 1/Y W/ OAEEMAROR.12. t s• !/1'• KL"1 O[P NUB�N.ECR a 1/2•• POWER FASPENER �. (0+0.6 iA1ENI0A) w1lU0N t' 6• x/ ROOM1, 1/2Y N En Me WIN BOLT V Na TOR O b YFKRCR NL ws W/ OAiCPAnIX, tJ} tr U N"x/ 3 H/2' S 1/Y [MATRH ii): 0 1/l'• Nttn INC IPIS-R 9CRR��x @ @��1/:2l • PB•[R rA$1E11CR SAT AHCxOR FOR(O]E OR INJEOWR S• a' "IRE R� NtUOOV ✓/ OPoEMAi ONS I/�1 OR f2 1/2'• Mll WC HaVF OOLT R ONt,[ FOR C a IXB[NOR N11CN4 xI ORKxIANON H) p1 /1). Y f• in NiET Me i % 6OMx OR 1/2Y INNER FASTEROR iDGE- BOLT ANCHOR SEE . NO3E ON SCNE➢UEE�I R' QN B�TEAW0. NUILO: YiCJ4 5• R• FY W/ 02FN1AMWY i1 OR A]. SCHEDULE /2 INRT iqN 1WbdE54 ANCHOR IYPF a EKE (TIPWE$. Iq. • wRO,f) YIE WRV R,[p•0. ANCHOR, L h a.0 A' S/9•u Wq N SCR[M a S/B'O PF/RQ, FATIDIDy 2 1/Y 7 1/Y BgTMAK w,pmaA;;w JA FLORIDA 7jG i I c mu mFlw tvcT No.44167 �: = NSTALLATIONS b4!�: x T �C Q t„R,P W EXPERT A......8 'AZ. £GI IF APPUCABIE 2'um. lu t DTOP &/8' Conn. T^ALUM. IL9E (IGP L W/ 2 1)4 v 8/tb'A EDMEi O xL 4' 2 r/A 7 3/4' �MIv. ENBEOMENT 6 24' v.c. M=N. E,9. �• /2' V� r NORM (rc v 3 W Mn) Min. TWCK RE b.. " 7 3/4, Min. E.D. ©OR G1 5n 0/8 N or R/8 or o R'/8 95 �� EAfSTNG cuss )" CONRNUOJS POUREA--�; omxRETE (Fit - 3 EN S' Mn. THICK REn'D. ® —t X2 __� IkP. NF/Ba9Wl i. i 1/2- i_,._._.---+✓^(. BUILDEK TEK SCAM b' GALVANIZED BIEu oc. EDGE Ar APPUCASLE- }. ( \ �/ EDGE IF APPUCP84E-\ 7 3/4 An. E.D. E.G. 2' END CM 2" POUR4C'QNCRErE\\\\ (rc POURED CONCRETE 8- MDITE R {t'c 3 kai Mln.jDamm Min.THICK REO'D. E%tERpR �OR G1 G OR© 4"/®r 7 3/4-1/8 or R'/8 - T ''A7um.AHCLf EA.1SiDE.MUGr) i6GE IF PPPLICAGIE EDGE IF APPUCAS%R- 7dum�MGL UEA.I 4GE, (WEALL i�PEDMAY REED SECTION X2-X2 Wl CG) OR lf7 ALTERNATIVE SECTION X2-X2 W! (G) OR CGS* INSTALLED (END & INTERIOR PER SECTION W-R' ON SHEET 8,) (AND &INTERIOR M t IONI IW/ ORIENTATION —MULLION 8 2j Mi ORIENIATION..0 11 —c- 1 1/2'zt 1/2"X0.062"aCONT. ALUM. (8°1 or 8"A") ANGLE W/. 1/4'Cx3/4` iTW SIALDE% TEKSCREWS 6 24"o,c. TO TUBE. —r 2" •SIDE RAH.* NOT SHOWN FOR CLARITY 1 1/2- EDGE IF APPIAGAmxE ' . WALL MOUNTING : MULLIONS (Gi OR (Q Pb RED GUNUR WAL SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION STALE: 1/8' . 1' •' N0.44167 02p1IXTEV) Nautilus "m s s!0� C�6\/ 1L1IrrL@�°"6 n»n'�arrvu°roi Ea�e m wwexca.o'rSixarcsc:"nwwumrowec�o-. =�nun,Am lry '° w sRowDaMs y. dnA.nN>,exrads eHm IL!CQMc. EXPERT SHUTTER SERVICES INC. "L. 1E7a—/aA2.n/4 n4 LtssZ sw. MIEzrc. ro: mu R. aA me x 4 Wt[P A Y P.E. SMAt if OrM P.E; St?til�a4Af E/OAIE noao. u�. u1c7 > U I 3I Mn) 0/8 or R/8 or R'/8 3 2'SMUILION DEE' xl/B' COnL � q O 2t' Os.m--......... ALUM. TUBE (TOP & BOTIOU) 1V/ EDGE IF APPUGABLF 5/I6-0 TMCBNS X W/ 2 1/+' (tin. EMBEDUENT 0 24' e.c. T..... .... .... — — Y 1/2' W, E.D. M ( POURED CONCRETE I -3 Rsi Min.) A' O(IQEOR 6' Min. THICKNESS REO'D, 2 C OR U-04D CAP 2• 1 1/2_ uia E 4'a4'al/A' @OR Gi Elxe �F.wPucAsv=� aG061 we iLEEAA SIDE. TxIFnIDR ALTERNATIVE SECTION X2-X2 W1 CGS OR a ; (IN190198 MULLION) �V((4-4- r 4" B 2) R/8 or R'/8 (WAIL MO VIED SHOWN. MAY [) BE ALSO MSTALLED TRAPPED j ] MOUNTEO PER SECTION R'-R' i ON SHEET 8.) 1• '* / 1/2°» . µ1/2'x0.06T: ALUM , ANGLEWJ T14"IFBUILDEX TEK SCREWS O 24' TO TUBE. „ mP, WIN13049 7 1/2' Lc2v11NBlU.I n'v ` �LI'>4'al/4�cO'-O'(BD81-i6 Nl" Num. ANGLE M. E.O. CUdC.�TE (h ++3TS"•- EO^I-FO EA. SOE W/ (2) 1/00 TMRU BOLTS TO WWON Mrt} 6' K, tKaoirSS �'. & (2) 1/2'c KtWK BOLT TZ EXPANSION AtICHOR \\�•O �, W/ 3 f/&' Wn. EMBEOMENT TO POURED CONCRETE WALL (M. TOP & BOTTOM). EOCE IF APPUCABLEJ WALL MOUNTING: MULLIONS nOR (u'C POURED CONCRETE WAS-- SECTION W2 OEND & INTERIOR WALL MOUNTED MULLION INSTALLATION ILICABLE TO A LIMITED LOAD, MULLION SPAN AND MULUON SPACING INSTALL SERE: 1/8' a r' EDGE IF /PPLKABLE T_..... _ ..._ ....A.. V 112' MIn. E.G. l 6URED CONCRET' II CGINOR f C « 3 ` Min. RE Min. THICKNESS REO'D. Al� 2 1/2' Min. Ell [ — — y Paa^at/1' (6C81-TB ALLOT) um. MOLE EA. STE, FAf:E IF PPPLkA9LF.. ALTERNATIVE SECTION X242 W/ (Gl* (END & INTERIOR MULLION$ (Wl ORIENTATION 8 Il (8-x4j QSEE MAXIMUM©(INTERIOR) & ® (ENO & INTERIOR) WA1J. MOUNTED MULLIONS SPAN COVERED 8Y SCHEDULE 2b' FOR INSTALLATION CASES V & TT'ON SHEET 25 (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): ItSVI ATION CASE T - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH =60.8 p.s.f. MAXIMUM A.S.D. .DESIGN PRESSURE RATING, 12'-•0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT) INC HUS-H OR POWER FASTENERS WEDGE-SOLT ANCHORS INSTALLATION CASE V - COMMERCIAL APPLICATION FOR ±100.0 p,3.f. MAXIMUM &U. DESIGN PRESSURE RATING. 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W1 HIL71 INC KNIK DOLT TZ ANCHORS. RAIL@O NOT SHOWN FOR CLARITY 02017 unc0 N4 k Nautilus ROUNg 53nWOr5FAfem Le cs/2•/n SHUTTER SERVICES INC. 16M £N, nLNQ4E STRLI Ypn SL LWJL rl N994 1 %-Z_ 444 Sxlff IIA.. ti • Mi. ED. Min. Wn, E.D-- I T•—H' Mir. jPauRla CONCRETEJ p 1 I (Yc d ] bI Mi" c ] V Min. TntCK REO'0' u 1 o n p P p Ex[SfU:9� GLA55 n _ Ill min, F� n r II u DDEPoDR n E! � u 2-a (OP. (RP. 1CPA *RCY) MED CONCRM ] MEi Wm.) Min, THICK. RED'D, EXPANSION EDCC DS' S4B L ;I{I ] iME OF E[AB ailRA�iE _LPOR (2) 3/4•0 IMR BOLT TZ 1 PANVON µC DRS O ONEPoOR WJWON F3 (OMEMATd 12). Min. E.D. 9' Mtn. E.D. FOR (�]/4'6 KN'H( DOLT � EXPANSION MN O END MIttLON (ORENTAT10N5 ji & /2). FLOOR TO CEILING/TRAPPED MOUNTING: MULLION CG2� SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCNE•. i/B' - i' (60LE ALMS W/u(2 ANCLE EA SIDE' n TO 3/4'0 iN P. BOLTS TO _ MOELION. k D) WN KN➢( R TZ EXP. ALCHOR T O Mnn. m?4cR ENT TO POURED BOTTOM) (iyp; TOP h BOTTOM) SECTION X343 W/ 2Q 4 (END MULLION. ONLY (N/ ORIENTATION i " (7-W) BOTTOM) (END MULLION ONY) jINTERyga—mlION ONLY) ALTERNATIVE SECTIONS X3-X3 W/ G? (W/ ORIENTATtON 8 21 (4"z7") (Rp nt(/j'•• • 5IOE RAILOO AND BOX NOT SNOWN FOR �,•••••••.+ ,/ s CLARITY. ': XGENSe'. i i N0. 441Q! l emn Mmo Ace P.E. RPOI•y] .M syn UTTER SERVICES INC. m 17-244 •uau w 0'm 12.. 0 1LIn. EA. EDGE OF StAS —Ism SCHEDULE V MFJCM.LE� / g EXISTWG�' C1A55 is 5„ t i T z �w I", m ALTERNATIVE SECTION X3-X3 W/ CGS « (W/ ORIENTATION (2"X7" INTERIOR MULLION ONLY) POVAEO CkJ�E1E. SH . SCH3 Hut SEE EDULELE # At.. EDEE DP SU91 3 {ECCE OF 61A8 6 LTiYaBiEI 1 IPPUCABIf . E.D. ( Y ED. 1 —(SEm E SCHEOIP:E j1 -(BEE SCHEOULFj1)- FLOOR TO CEILING/ TRAPPED MOUNTING: MULLIONSG3 SECTION W-3 0 INTERIOF TO A LIMITED I=D 1/8' • I• • HOWN SIDE RAIL (OFF OT S AND BOX N FOR CLARITY. )SEE MAXIMUM ® (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE lb' FOR INSTALLATION CASES 1, ID @ IT ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): IMALVilION CAE I — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH f60:8 p.s.f. MAXIMUM A.S.O. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING, SEE SCHEDULE ®1 FOR ADDITIONAL SPECS. RbTALLATCN CAE In — RESIDENTIAL AND COMMERCIAL APPLICATION W/ 360.8 p.s.f. MAXIMUM A.S.D.: DESIGN PRESSURE RATING. 8'-0` MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTAUAITON CASE 11 - COMMERCIAL APPLICATION FOR t 100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-D MAXIMUM MULLION SPACING. SEE crurnul c n. vnv nmm�nnlu cvatc SCHEDULE /1 INSTALWION WIN. SLAB ANCHOR TYPE tr SIZE YIN. ANCHOR DISTANCE FOR REO'0. (TYP. TOP R WTICYREDYENT ANCHOR /8.6 HILTI HNC US-H [ P /8-0 POWER FASTENER 2 1/2 S 1/2- WEDGE- 80,1 ANCHOR h 4- /2- INC MK 1/2-0 2 1/2" S 1/2 SOL?KILT$ O 8- 1/22- Mill INC XWIX 3 1/4- 7 1/2- • - S APPLCABLE 2-xMUWON OEPTNat/S' Con4 \ \•\ \ `ALUU' MOE (TOP k Bortm) W/ 1/4bd/4' OW SOILM Td( SMEWS (B/18 e TAPCONS a W/ 2 1/t• W/ 1. O.D.I,O.w CAtvAN12W S1Efl. _ 2 1/6- \ ,Mn. EMBEDMdR O 2P 0:c. WAMR O 21- e.c. Min. E.D .{_ .D. 1-01 r� 1 CONRNUOUS PARED T 16- ' CONCRETE (rc - 3 id V4 W IGn. THCK RW'0. ( ' L END CM T 3/t, NOTCH WEB,;;;-- EEL E0. TOP/ Min. �N a D (WALL MOUNTED SHOWN, MAY BE alma y NT INSTALLED TRAPPED MOUNTED ALSOSECTION E� PER SECiSON 0'-O' ON SHEET BJ 0 I FXIDaOR QI/8 ° Q1/8 W 1 ! 1t a" MN, EA ', 7 1/2's1 ALUM. 8 '� 1/4-Ox3/4- W W/ 10 ITO 1 13/9° MIN. ED. TUUEX 24' a BE. TESL SCREWS ® 24° o:e. TO TUBE. TEX S j CQNt3T9lbHR; POURED CONCRET8' fhn 0(rm. sr/doaa! i1 s/a� �s l/2'UK ED.,EO EA.. SIDE W/ (2) 3/t'0.t•.-..� h (2) 3/Co KNK BOLT T2 I W/ S' Min. WBEDMENT TO F EWE K APPLICABLE WALL (1YP. TOP k BOTTOM). WALL MOUNTING : MULLION FOUREO CO TEVATE SECTION VLL4 EDGE if APPLICASLEq 7__ _ _ 1 ] 3/4 1Niry E.D. C= POURED CONCRETE (Pc m ] Mai Min.) —� B' Min TMCK REO'O. T 3/4' Min EA. '' 4'kPxl/a' (aabt-Ta MDum. ANGLE EA SEE _ i EDGE IT APPASI.E� SECTION X4•X4 W/ a? ,(EN0 &INTERIOR MULLION) (W/ ORIEMTAT.ON : 11 (4.0-) • SIDE RAIL'&NOT SHOWN FOR CLARITY j i t aai67 .k ...^•..,. =L {mD "4':4''jj`,�T'� "[�-(� µ4''� ' 9 (. /• \\ 9 F G Q3 11 F � QHI1] mnzco Inc. IL EC0im rwn rzsnlro a eKOlrelewn eapnxc YN • Mw p p• A4,Sw VmN n M� s-maL r.x'o — fB-L9 llo •MWY Il.l"PEWTE Nautilus Ro7Ln9JBuft"43bm 9N11w MANIA, DD EXPERT SHUTTER SERVICES INC. 162b 6n. SATWK IRREW "" SI. W([. n- MIS, . . (MT 111-V 17-244 au¢1 tJ olae ECCE IF 3 CONTINUOUS POURED -' T �,. ca CIX. D CR E 1 IFn) MaR, 8' Hk)cNF'�S. W I 3r � REO'D. W MBA W W F W 10 ge I [„ G W =0ti Digx � r PM ® W a 3 078 ' ur, 3 1, 4 3, N1;, EDGE\IT PI n41/8' CanL C BOTTOM) W/ XL W/ 2 1/4• e u• o.e. , r i CAP a 24- 0.c. (YULE MOUNTED SHOWN, MAY DBE ALSO .INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON SKET 8.) DGEROR I 1/2'xl 1/2"x0A62'XCONT. ALUM, ANGLE Al 1/4'ex3/4" Gp/ BUILOEX TEK SCREWS 0 24' o.o. TO TUBE.. ` `{2) 3/8-0 KWIK GMT T2 EXPM ON ANCHOR W/ 2' MP. EMBEDMENT TO POURED CONCRETE \� WAW M, TOP k MIRY). l CONTINUOUS POURED t- OUNGRE',E ((a • 3 W Ma) 8' MP. TH1MESS REO.O WALL MOUNTING :WALL MOUNTING : MULLION 63) POURED CONCRETEWALL SECTION W4 LL MOUNTED MULLION INSTALLATION 'k AD, MULLION SPAN AND MULLION SPACING INSTAI 3 : I/e• - I- P£. EDGE IF APPLICABLE A 4 3/8• CONTINUOUS POURED CONCRETE (I-C - 31x1 8' Mn THOW-SS REO'D, B80R 4 3/8• EDGE IT ARILUC48LE- SECTION X4-X4 W/LIO �W/E RIOENTATIDN H ?) (2.01 0 SEE MAXIMUM (a (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2a' FOR INSTALLATION CASES I' & W ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): RSIAIIATION CAE i - RESIDENTIAL AND COMMERCIAL AFPUCATIONS WITH t80:8 p.s.T. IMXIMUM A.S.D: DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSULATION. CASE W - COMMERCIAL APPLICATION FOR t100.0 p.s.1. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION 70 CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS A• TI SIDE RAIL Q NOT SHOWN FOR CLARHY71 JCENSF' •.. FLORIDA OUILONO WDE No.4416T t * cnn,umR c: NdU PWN at Ee m/x4]n o4rt 17-244 ix(4.,34 e114 ti STEP 1: OBTAIN JOB SITES AS.O. DESIGN PRESSURE RATING (PJLL) FOR THE OPENINGAND DESIRED SLAT SPAN 1' (11) TO PROTECT IT (SEE GENERAL NOTEB2, SHEET 1). STEP 2:ENTERTO CHARTS ([a, III & lb') RAILS; THRU TO ON SHEET iB TO DETERMINE. BASED ON AN I2° SLATSUPII] ANCHORTYPE, SIDE RAIL.S.D. DESIGN PRESSURE RATING (Pal): THE REQUIRED MAX SLAT SPANR"ft. THEFOLLO4WNGINFORMATR)NISPROVIDEDATC8ARTS I THRU IC TOPROCEEOWITH PRODUCT INSTALLATION VERIFICATION: • ENTER ASO. DESIGN PRESSURE RATING: SEE STEP(1)ABOVE, • FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERER Lw . THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1I2' SLAT SLIP MAY BE USED. FOR A GIVEN AS.D. DESIGN PRESSURE RATMIlL • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART To: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W/O OR Wl STORM BARS (SEE STEP 4). STEP 4 IF PRODUCT INSTALLATION INCLUDES STORM BARS. MULLIONS OR STORM BARS& MULLIONS, THE FOLLOWING MANDATORY ADDRIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4x IF STORM BARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Ia. ON SHEET 15, R SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2, ENTER TABLE 1 ON SHEET22 W/A.&D DESIGN LOAD STORM W SPACING AND DETERMINE MIMUM AALLOWABLE STORM BAR SPAN (HEIGHT), 3. ENTER TABLES 2 OR 3ON SHEET 23. WITH A.S.D. DESIGN PRESSURE RATING AND STORM OAR SPACING AND CETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOPS BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A& D) OR REMOVABLE (ANCHORS 8 & C) INSTALLATIONS & A CHOICE OF 2OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING, PROCEDURE 4b: IF MULLIONS ARE USED BUT W10 STORM BARS 1, MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONSARE USED BUT W10 STORM BARS SHALL BEBASEOONCRART To ONSHEETI5, IT SHALL BE MEASURED FROM BACK OF SLATSTO CLASS. 2. ENTER SCHEDULES InT14RU 2cON SHEM24.25&26 Wl ASD. DESIGN LOAD; MAXIMUM MULLION SPACING (MAX, 12. FOR T7, ANDOETERMINE MAXIMUMM LU SP (HEIOHT)WIALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FORA GNEN (B)i MULLION TYPE & MULLION ORIENTATION. 3. SEE SHEETS 10. TO& 11,11A, 12,12A, 13 & 13A FOR REQUIRED MULLION CONNECTIDN DETAILS AT TOPS BOTTOM FOR FLOOR TO CEILING RED)�OR TL MOUNTINGS OF MULLIONS INTO CONCRETE FORAGIVEN MUWON TYPE( CCaat�� fij2j8 Cam). PROCEDURE 4c. IF BOTH STORM BARS & MULLIONS ARE USED 1, MINIMUM SEPARATION TO GLASS FOR SLATS IF 60TH STORM BARS AND MULLIONS ARE USED SHALL BE EASED ON CHART To. ONSHEET 15, ITSHALLBE MEASURED FROM BAGKOFSLATSTO GLASS, 2. ENTERTABLE ION SHEET22 0 AS.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2OR 3 ON SHEET23, WITH AS.O. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM. OPTIONS PROVIDE ANCHOR SPECS ATANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A& D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. C ENTER SCHEDULES to THRU2c ON SHEETS 24, 25&26 WI A.S.D. DESIGN PRESSURE RATING: MAXIMUM MULLION SPACING (MAX.. 12, V OR T). AND DETERMINE MAXIMUM MULLION SPAN MT) VGHIALYPE L UWEI TERP LATION. IN BETWEEN SPACINGS FOR A GWEN CIO,@ SO). S. SEE SHEETS 10, ICA, 11. 1IA, IT, 12A, 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEIUNG {RAPPED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (.�3j ,j & V. * PROCEDURE PER STEPS 1 THRU 31S SIMILAR FOR INSTALIATIONS INTO WOOD FRAME STRUCTURES: SEE SHEETS 20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. 10 SLAT PERFORMANCE CHARTS Ia. lb, lb' & IC; (ONLY VALID FOR lmSLIP) FOR AGIVEN A$.D. DESIGN PRESSURE RATING UI. I). PRODUCT MOUNT CONDITION INCL.UDINGANCHOR TYPEAND FOR INSTALLATIONS VWOR W/O 'Mb.9b AOC ' CHART Ia CHART lb CHART lb' CHART IC LLE INE ASA Lwo USE vA m POSITIVE ASA UMA X" 318"0 KIARK SOLT 3 ANCHOR POURED CONCRETE 5118'0 TAPCONXL ANCHOR 5118"0 TAPCON X4 ANCHOR w an9N m = calaxrt 0aa ro m m muor MAIL &DDN ATml WAX ,SLAT SPAN 'LAWC" (FT) SLAT SP "LMNL' (FT) MAX. SLAT SPAN "LMAX' (FT) REQUIRED MIN. SEPARATION TO CLASS MEASURED TO BACK OF SLAT (,l) 'RESSURIKIIi OIIT WHYS kA910 IRtafF9 MOUNT' k eWA-art � solo-wr M91LWT w/ Ep NNfS.0 rwl w w {2 MOIW • ]wPam "w WIR k 9uw 41 SR Wltf M wul &C MMtl k Twsv[9 6ff XWC4 k ema-art F -arc M WIIC k W/O STORM 1-y BARS M9D420NE W STORM 1-3 BIAS MYID ZONE0'-T 15'-4' 20-9" 20b' 2W-W 151C 20'-W 18'-0' 2W-T IS'-4` i$'-0" 15'-6' 1' 74 I 2' 8' 7'2T-0• ID•-3"2W-T 19'-0' 20'-0' IV-W 19'-0' 16'-r 20'-T IT-T IV-3' 14'-T 1' 141 2' 8' 7' Iw-0' 15'-2` 19-7' 18'-6' 20'-0" 14'-5" 17'-4' 14'^10' 18'-11' 14.-5- 14'-10' 12'-B' 1'14 1 2' 8' 7' 2W-C 15-w 18"-W 15'-3' 20"-C 14'-2' IC-0' 13'-9' 17'-4' 14'-Y iT-9' 12'-W Y 141 ' 8' T20'-0' N'-10'i4'2' I9'-1" 13'-1' 14'-IV i2'-IO' 16'-2' 13'-1' IY-9' N'-0' I. 20'-0'14'-a' f5'-8' 13'-4' 17'-9' 12'-4' 13'-11' 1T-P 1Y-T 12'-4- III'-0' 10'-8' 1'141 2" 8' 7` IW-5" 13•-9' IA -9' 97+-Y. 16'-8' II'-S" IS'-2' i1'-3' 14'-1• TF-S" H'-C 10'-0.. 1'141 2' 8'7' 18'-4' ��1i'-lY13'-11' 11 -f 1' TS'-9' If-0' 12'-5' 10'-11' 13'4' I1'-0" 10--9 r 14" T17'-4' 12'-1' IV-7' 1T-d' 12'-7' it'-1' IV -IT IS'-0' 14"-3" IT-9' - W'-0' IY-10" II f6'-P 9'-11' 12'-B" 12'-T IW-6' IW-W 10'-4' 94-iw 9''1' S'-10' !'13 131 2' 1 r15'-8' T18'-8' 1V-T 12,-0' 10'-T IY-7' V-5' - 1V'-10-10' W-7' 11'-7' 9'-3' 9'-3. W-8' I. R' 6'-0' 10'-B' 19'-T 19'-0' 9'-3' 19'-5' B'-T 11'-2' B'-3' 8'-0' B 1' 13' 90A iC-2' 10'-1' IV-2' V-8' IY-S' 8'-10' LO'-i' 8'-11' 10'-9' 8'-IT W-10' 8'-T 1. 12 1 2' mmBSA iT-5' 9'-6' I0'-T 7-4' -. 42'-0''- _ W-3" W-9' B'4" )0'-4• 8'-5" &'-8" Y-9' 1' 12 1 2"Iwo Ir-T 0'-4' 1W-5' V-I' II--W 8•-4 9'-5'W-4' YO'-0' e'-4' &-3' F'-8' r 12' '105.0 12'-2' 9'-0' 10'-1' 6'-9 91'-3" W-0' 0'-2' W-2" 9'-8" W-0' g-0' 7'-Y 1' 11 1 2' - 110.0 ii'-0' 8'-8'B' B'-8' 1'-1i' t'-10' W-1w 7'-I1, 9'-3' 7'-IC V-T 7'-2' 1' fY 1 2'8"-4' T67` W 7- T-8'S'-8' Y-8' 9 0 T-8' T'-$' l-0' !' fI 1 ]"10'-8 e'-i' e3 B'-Y f0"-3'T-S' 85' T-a 8-I/ 7-3 ]5' _6-f0 1' 11' 7"10•-2" 9-10' T-9• T-6' W-Wi•-11' 81-9 7-9' IT-T 9'-9' T-Y 7'-T W-2' 8'-0" 7-4• 7'-2` B'-W T-5' 71-2' Y-0' 7'-3' T-2' 8'-w 8'-8' r 1' IIr 101/1'7' ]'13" .. 6'-fl' 6'-6' 8'N' ]•-7 �'-6' a•-9' 'B'-I' B'-10' r-ta' 7•_W 7 -Y 8'-i1' 8'-z' 6'+0' 8-10 7•-0•6'-5 _,•5 .•,6-4y,-.•.•�•._t� Y � la I/2'TMo97-1" iD 1 Y7•IT]' - - - - W-T 7-4' T-9' Y 1T 8' Y 155.A B'�3' _ _ 7'-IW 7'-T 8'-3' B' T-2' I' 10' B' T + mom. 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 81 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND AS.D. DESIGN PRESSURE RATING, 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8'0 KW1K BOLT 3 ANCHOR OR B/IB'o TAPCON X4 ANCHOR, INTO POURED CONCRETE. OR GROUT RL(I CELL. CONCRETE BLOCK. OR WITH 1/4-$ TEX SCREWS AT MULLIONS CONNECTION, VAUD FOR WALL MOUNTED, VRAPPED MOUNTED, AND BUILO-OUT MOUNTED, Y MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES, Tyr WALLMOUNT A SUT SPAN RANGE T P > 1'-9' t > 5'-0" T > 6'-7' T > 7'-8' 1 > P-12' T > 12'- it 1 > 16'-20' T 9' 9' 9` 9' 9" 8" >N-40 9" 9` 9' 9' B- 9" 7" >41-80 9" 9' 9' 9' 9' 8" 5 5/8' 5 5/8- 1/2` S 5/6' - 9. 9. _ .....8..._. .w a ..,.. NU-16D 9' B" 9" 74 7' 1 - - - TRAPPED MOUNT SLAT SPAN RANGE oe✓" 1 > 5'-6' t > 8'-7 T > 7'-D' 1 > 9'-12' 1 > 19'-16' 1 > 16'-10' T s 9" 9' 9' S. - >31-40 9' 9' 9' 9' 9" 9" S. >11-86 B' 9' B° 9' 9" 9' 7 1/2' - 1104-120 9" B' 4" 8 1/2- 8" - - ND1-14D 9" 9" 9' 7' - - - - >f41-180 8' BUILDOUT MOUNT SLAT �SPAN� t KQM. MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NUM EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 16. SLAT SPAN RANGE OEM PRISM 0'-1' i > 1'-s 1 > 5'-0' T > 5-7' 1 > T-9' T >'B'-12'.1 > W-16' T > 16'-20''1 M1410 E E E E E E E ECo s ]OA 9' 9.' 9' 9. 9' 9' 9" 9" ,9" 9' 9' B' 9' 9" 9' 9" 9' 9" 9' 9' 7 3/1 7" 7' S' 5/S 9' 9' 9' 9' 99 9' 9" 9` 9' 8' 9' 9' B' _ 9' S' 9' 9' 7' ]" 6' 5 5/e" 5 5/8' �5 5 9' __9' 9" 8' .,� 9' 9' 9'� 9' 9" 9' 9" 7 1/ 7 1/2 C '5 5 8 5 5/e 5 5/8* 5 S 5" 5 5/al I 5- >01-105 9' 9' 9" B" 9" 9' 9' S. 9" 8" 8' 5 1/2 6 3/4' 6 3/1' S 5/8 S 5/8 5 5/8 5- >108_12D >121-u0 _ 9' .9" 9' _ 9".. 9' ..4' B`.._ S. 9' 9' ._. B'. 7 i/2 9" .. ems.... 9' ... 8'.-. 8 ......._E,._ 8 1 2 8" 8' .......8'... .6 1/2 .._a..._ 5/8' 6 5/8' 5 5/8 5 5/8 >141-14D 9" 9" 9" 8' 8' 6' 7• T 5 5 8 6 3 4" 6 J 4 5 5%e g 5 8' S B:.., - - - - - - • t MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W15115"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD & SLAT SPAN RANGE WALLMOUNT 4,gp SLAT SPAN RANGE ona Ap�pp B'-Y i > 4'-0' 1 > B'-e' t64/ r T-B' 1 > B'-iR' Y > 12'-IB' Y > 16'-20' 1 s 10.0 6' 6' B' B' B' 7 1/2' 5 1/2' 131-w 8' B' 8. B' 6- 6' 4' >41-co 8- B' 8' B. 6' 4' 3 J/4' >61-M 8' B' B' 7' a 1/2' 3 3/C - >81-106 B' 5' B' S' 3 3/4' 3 3/4- >106-1x0 8' B' B' 4 1/2" 3 3/4' - >12f-lw e' 7 i/2' 6` 4' 3 3/4- NII-lw a" a" 6' 5' 1 4' 1 - - - 112APPED MOUNT 4s6. SLAT SPAN RANGE om K.WN B q�K6' > 4'-S' 1 > 5'-6' T > 6'-T T > T-B' 1 > 9'-/2' 1 > 12'-16' 1 > 16'-20' 1 s SBA6' 6' 6' 8' 5 1/2- 6' 6.6.6' 6' 5 1/2- 4 1/2' >41-606' 5 1/2'4'>61-1 fi' 6'6' 4 J/4' 3 3/4' 3 3/4''S 3/4• C 3 3/4' 3 3/4- - - >141-1w 5. 3 3/4` 3 3/4' BUIQOUT MOUNT `SLAT SPAN_' oQ t NDIE MAX. SLAT SPAN ON A GMFN AWE DESIGN LDAD SHALL PAN INDICATED IXCEED NW. SLAT SPAN RMANEA SLAT PERFORMANCE CHART ON SHE2T 15. ai86 SLAT SPAN RANGE p 0'-4' t > 4'-S' 1 > 5'--W t > 8'-7' T. > 7'-2' 1 >. B'-IT Y > 12'-I6't > 16'-20' 1 >a'c E jo E E E E E E E E E E E E s 10.6 6" 8' 6. 6' 8' b' 6' 6' 6' 6- 6' S. 6. 6' 6- 5 1/2' 5 1/2' 42' 1 4' >11-40 .............. 6' 6' 6' 6' 6' ......_.-_ 6' .�__......_.....� 6' 6' �. fi' ._._._..___e...... 6' 6' 6' 8' B' 8' e' 6' 5" 4' Y J 3/4' 7 3/4' 37/4' 7 3/4' a41-60 6' 8. 6. 8' 6' 6' 8' 6' B' 6' 6- 6' 6' 6` 6' 4- 4" 3 3/4' 3 3/4- 3 3 4. 3 3/4• - - - o61-w 6" 6' 6' 6' S' e' 6' w 5 1/2 fi' 6' S. 5- S' 4' 3 3/4' 3 3/4" - 3 3/4' 3 3/4` - - - - >61-101 6' 6' 6' 6" 6* 6' 8' 5 3/4 4 1/2 4 1/2 3 3/4 3 3/4' 3 3/4' 3 1/P 1 3/4. 3 3/4" - - - - - - - >106-120 �._.� 6' 6' _� 6' ........-_.._ 6' _._. _.. 6' 5 1/2 5 3/4 5 3/4 4 1/2 4 1/2 4 1/2 7 3 4 3 3/4- 3 3/4' 3 3/4' -- - - - - - _ - - - _.._ aixt-Iw 6' 6' 6" 5' S' 4' 4 3/4 4 3/4 3 3/4 4 12 4 1 2 3 3/4 3 3/4- 3 3/A:... - - - - - - _ - - - 1141-160 6- 6' 5' 14 1 2 l i 2' 3 3/4 4' 4' 4" 4" 3 3 4p. h,--- s s aF5A PRIMM0'-4' W" (pf i. SLAT SPAN RANGE T > P-6' T > S'-6' T > 6'-7' T > 7'-9' T > 9'-t7 T > W-IB' T > 16'-20' 1 s ]0A e' 4 1/2' a]1-w B' B" 7" 4 1/2' - >6t-ee B' B' 7 1/2- 7' 5 1/2' - >et-t0] B' B. 7 1/2'- - - - >106-1M B' 7 1/2' 6" 4' >121-1w 6" 6' 5' >141-160 5' 4' - - - - TRAPPED MOUNT O A P� ma;E W,I SLAT SPAN RANGE 0'-1v T > 4'-8' T > 6'-6' T > e'-7' T > 7'-8' T > B'-12' 7 > 12'-CB' T > 16'-20 T s =0 6. 6' 6" 6" 6' 6' 6' - _ - >H-w 6' 6' 6" 6' 8" 4 1/2' >61-e6 6' 6' 6' 6' 5' 4 1/2- - xt-ta3 6- ----fi' 6" 4 1/2' 4 1/2' - - - >ID6-ta0 6' 6' 5 1/2- 4' 4 1/2' _ - - >1T-1w 4 1/2" ] 3/4" - - - - >t4t-lee 4' BUILD -OUT MOUNT SLAT SPAN~ [o] tEm MAX SLAT SPAN FOR A GM A.S.D. DESIGN PRESSURE RATING SHALL �DICAEOLTSINDITDN SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE PR=RE 0'-4' T > 4'-8' T > S'-8' T > 6,-?,T > 7'-9`T > 6'-12' T > 12'-16' T > I6'-20' T RA1v1n Rolm E E E E E CF4 I Co E E E E 6- 6' 6' e" 6' 6" 6" 6' 6" 8' 6' 8 1 I' {• 4 i/2' - >]t-a 6" 6" 8' 6- 8' 6' fi" 6' 6' 8' 6' 8' S 1/2' S- 4' - aa-m 6" e' 6' 6" e' 6' 9 1 2 B 1/2' 6' 6' 6" e' fi' S 1/2' 4 1/2 _ _ - - - 3,3 4' Xt-e0 E. 6' 6' 6' 6' S i/2 5 1/2 5 1/2' f I/2 5' 5' 4' P 4' - >Ot-t03 6' 6" 6' 6' 8' S i/2 5 1/2" 5 1 2' 4 1/2 3 3 4 3 3/4 - - - - - - - - - - - - - >ue-120 6" 6" .........._...._ 6' S 1/Z',5 _..__ I/Z- >121-10 6' 6' 5 1/2 4" 4" - 3 J 4 ] A: __ - - - - - >tst-tt0 5' S' 4' s 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 BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD)DESIGN SLAT ~SPAN C— *NOTE', _SLAT .SPAN 'DEFINITION R SH4LL BE THE REMNSISRIVY OF THE CONTRACTOROR PERMIT H=ER TO VERFY THAT OUSTING STRUCTURE IS DESIGNE0T0SUPPMVSMIDVy FORCES INPWNDSPER UNIT FOOT OF SHUTTERHEWAT MIAMBS. SEETHISSNEET FORVA&Vy VMDES Vy SIDE RAIL—_I�'T— Vx ..•••..•.. Vy • T�91 ,�U'�P VC�SF ROMM BUILDING CODE Ciao High V .1, H. Mc Zarct r W44167 . aTP„ x Nautilus FFeeAA eau= ersewa a exa,ncex,xa wwvu,r am oMw� a. .wo-wLmT EXPERT SHUTTER SERVICES INC: eam 55'. DceN.ac s=lm t7-244 ...� T,e _ PS/ONAlox �61'HI Nuua APoa„o ':„u"`;'v°�,e. P.E. SE�SID7I4(�i DM1iE YL'G1 /. riUr Y, v2. 11P�M1 ��/ e"V sxtII to a m ""^�MITM A.S.D. SLAT SPAN RANGE PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12-16' > 16'-20' MTINO (Psr) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 70 60 70 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 80 10 100 386 120 440 140 398 180 240 1328 320 1823 400 >41-60 _70 10 120 290 150 794 180 509 210 708 270 _823 7266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 _ 368 1372 473 2009 591 2492 638 ^— — >106-120 313 240 728. 300 887 360 1345 420 1587 540 2112 640 — — — — >i21—t40 552 280 960 350 1003 420 1612 490 1869— >T41-160 781 320 1186 400 1322 _ R480 1873 560 1740 640 — — — — — — StATPERFORMANCECHARTIb1 & 1OI: IONL VALID FOR tf SWP, SLATPERPORMANC£CHARTHb1_& 1101: fONLYVAUD FOR 1f4' SLIP). MAXIMUM SLATSPAN AND MINIMUM SEPARATION TO GLASS FORA GIVEN HOOD GRADE, A.SA. DESIGN LEAD (as R. SlA7Sl'Ip t/S' AND fdEAONEN VANAIUNA80.OE81GNPINSBURE RATOAmAa ANOSHVETERNOUNTCONORNN fOR fpRA WVENWIIINUMwBa 9ESION PIRSSURE RAnNpatxOANOeHUTRRM011NTCDI1DRI0N f0A SHIII'TER MOUNTINDEM .pul N69£3svAu:s tNTIFIIKA1D3 WetAtIAiICNsIVpeTARl BAR9PEP OETAhaOEtOW INSTAUATgN$NYO s'NPM SRA6PEROETNLzeEI.OW AS PER LMTATIONSO DETAILI CHART Ibl j CHART ICI CHART IIb1 m l CHART HC1 IH 9Fa1]I WFu! mN01 vaslsc Ao 9Wr,REAW. EAA mID MAISt IQL r9I®ASI WN1[ aIm NAfR fw IEwMA9II I6rP 10rD Va�AS SH8'0 TAPCON XL ANCHOR SOA SLAT SPAN (N) SHOO TAPDDNXL ANCHOR 1m9, $tR SPAN 'L W (TO MAN. SLAT SPAN 'LWac• (it) ROIBne w S Apxw To iiiam]We t0 B or !wt (m) WAMI.. ' REDEEM WX Aff SPAN 'LMw.- (n) m,,,,, W SFPNOtcIi m mm e m m a m R) miN 1 M wrme ® xmoe M/ 'Y3 ImvA • A w o SIaw.Bws. PJ ) no .. MOA e-s BUW' xanA W-] APP-arr/r w A W-]• rr.E,,,,,. ] T-x w oslMA/ BASS WHD ZOA[8 Mm4ROR. wm )wts 1-3 WD MZ 4 Ja0• 10-0• 10-0 10IV B-P r e112' r e..18 ]SO 10'-0' W-W 111141 7-9' 1' e t r WIT w P-9• T'-V T-v I'V 1. 6 1 W A ti 10'-0' f0'-0' 10'-0' )'+]' )•+T' )'-0' �V,. I' E i e' 45A +a 10'-0'•.. 10'-0• IW-V T-]' 1'...-... 8 1 1' ME) w. rq )•y- p_y 1' S t tl' WA r 10'-0' 10'-0' t0'-0- )'-P I' 8 f 1' ~ WET ... 74• T-] T'-J' 8'-8 I' 8. F E' t0-0' 1 '-W I., 6'-9' i' B I WIT a4. Y-V Y-5' Y-3' e'-4' I. 8 1 Q., ... W.0 W- • I A t0•_0• 4' E.1 0 r y_J' ),_ '-]' e'-F Y $HAT PERFORMANCE CHART I1II: (ONCYVALID FORNB' 6lIPf FORAGNEN'"MUMAS.O. pESWN PR668VPEM8N0 M.40ANpeHU11ERMpWJTCONWIdHFOR MSIALUTgN4 WOlTOR61W18 PERptTAlL4 plIAW CHART IIIbI CHART IIIC1 I$111]YA WE g11W1 RAIR /W rROMA9A 16N l6E YAgW PONIFA hSA LOTH WMIt 5+16'e TAPGON Xt ANCHOR 9N1. SUIT SPAN 'LIeN.'ISSURRI (R) WX. SLAT SPAN 'LIwN.' tFC W MAAMW GLASS mmm To m or aATItd A�SD. 1RTwII " ` (FN 4mve 1o9�I(g T/ NAOA Mao yI e A P,S.,,,, x w D SIGN Eau ]MC ZONEf 1-4 YaN "IPE 4 NO.E w e-8' 6'-.O' E'-9' e'-1" 1' all ' W- " S&O r B'-J' b'-0' e'-S' Y-T' P 0 I ' WA M e'-,. YR i qp� S I iNa x/tL V'Aai t . IU-0 Fax euLp-+rA 4H / F f I YA �(2) Yrt"40W $LAT PERFORMANCE CHART IV: mess THAN t/8" SLIP) 1CRAMNABD. plBMNLWO(p x0, SHURFR MAVMCONOOMNINLYUDIHO MIGHORTYPEANO FOR IN6TFUATIDNBYW EtCPNBNEBPEfl OETAR]eEIGW SMITOTAPCON XL ANCHOR fAi NWIIA NME R.I m USE IIEA199E M9. Aso. "ManWX 4A•D A30. ION�FvwMNR SLAT SSUIX SPAN AM m 3r"IWIm"'m� DESIGN 'l1NL• R LL'rt+.• 1MOt v u m) � 0-0Yt W/oSwM eWS (D� 1. yy0�0R Irk Mb40N! E3 Net/ 4 441 �•Wy • i.-.l. A• e-b no V-0- 4.-g. n4w n0 wa 5' ]• NE IYR/A INIW 10112R F®IIR AN I6pK AS0. EA'0 Ippy� rroAEIA ItW. SlA 6PAN sISO m OU6S�1l9N1®m' WOOD GRADE Nipt EMIRSIRm 0 A ATA ZEN01 WFaNm W mEm PSE 2 W.55 60, 4'-6• 4'-V W-O' 1' 5 1/2' DWSAS-M-WNH (C-DA6) 60 A'-6' 4IV SPRUM RNE-FA-SRN (C4.38) SO t-V V-S' �R SLAT ae M nFFINBNN DETAIL I (ELEVATION) e HDlm: I. ASOVE WOICATED MAX. SLAT, SPANS MAY DE USED AS LONG AS ANCHOR SPACNa SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.O. DESIGN LOAD, MAXIMUMA.S.D. DESIGN LOAD VS WD(D GRADE SCHEDULE:. Of. t: WOOD FRAME WALL TO BE BUILT STRCTLY IN ACCORDANCE WRH SPECS GNEN ON DETAIL AND PROV6SHONS FROM CHAPTER 23 OF • WS) RR CQUOAfBR-WO (9446) THE FLORIDA BUILDING CODE, MINIMUM LENGTH OF WALL AT OTHER SOUTHERN PPE 02 (0-04% SIDE OF OPENING SHALL DE 33'. SABRE PW-RA-6FM (0-cLm 0 FOR NN1 L Sw"m PIE {G.11— OS4) PA IIL SLAT SPAN Mi1NTHMN Vam ENSWGI •" FLORIDA. BUILDING WOE {Noo 8NN Vaimh, 8urei w E CN17 mlE^A WC Nautilus "' �' INSTALLATION INTO WOOD FRAME STRUCTURES, Aa�a� i AcN2A •+"•-g ��. ROUIVS69tluSl9hm oe n i-��--((jj�F�-'--F L ♦ Ratr rEsnxc a FxcwttmvP covrwr EXPERTSHUTTER SERVICES INC. �.y]f u+0 z T4' .f d Ott. LORD, ab.Mw Ar.rtn� Iaxa S.W BlNWE ME" 17-2M »m•: mN. .<aw.„w aasr N V. w TL 6ElVNN i .M04 �,9'�" nlSm rNlMa.tlPA.EIF m er oWMIGM w Sale t •• PE. SFa:/SIGVATgRE/DAiE K4iR A R, m, i m" EtGaI3a tY. 1 U14] NINi NIWM Is s MAX. ANCHOR'S SPACING SCHEDULE V1 FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD (ps) AND SLAT SPAN RANGE WALL MOUNT & BUILD -OUT MOUNT TO 2"X4" WOODSTUD (SEE DETAIL 1 ON SHEET 2M WOOD GRADE n 1w4 tl-O SOUTHERN PINE 12 (G=OM) x 30.0 6" 40 6" 50 s' 60 6" WGLAS-FIR-SOUTH (G=0.46) s 30.0 6" 40 6" E-FTR-SOUTH SPRUCE.T9N0.36 C= x 30.0 6" WALL. MOUNT TO 2"X6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE war. SLAT. SPAN RANGE �o wr4 Gm4's >S 64">5to4" 5mT4>Tb54>4mi0' SOUTHERN PINE 12 ((;=0.55) S. 6" 40 8' fi' S. 6" 6" 4 3/4' EO 6" 6' 6' 6' 4 3/4' 3 1/2' 60 6' 6" 5 3/4' 5 1/4" 3 3/4' 3" DOUGIAS-FIR-SOUTH 0-0.46 s 30.0 v 6' 6' 6" 6' 6" 60 6" fi' 6' 5 1/4" 5 1/C 4 1/4' SPRUCE . PINE -RR" x 30.0 6' 6" 6" 6" 6' 5 I/4' BUILD -OUT MOUNT TO 2"X6" WOOD STUDS WITH MINIMUM M" PLYWOOD (SEE DETAIL 2ON SHEET 20) WOOD GRADE wart - SLAT SPAN RANGE tl-t >!a' > 9-4 r > C4 > 2'-T > 4-IV' ''°) wart • IirNl • wrrt i watt —,A =41 wan ZR wrn TAr=An =4 war • wrt =r x 30.0 6' 6" 6' 6" fi" 6" 6' 6' 6" 6' 6" 6' SOUTHERN PNE 12 40 6" 6" 6` 8' 6' 6' H" 6' b' 6" 5 Iµ" 5 1/4' (G-0,55) 90 6' 6' 6` 6' 6' 6" 6" 6' 5 1/c 5 I%4" i" 4" b0 -6' 6' 6" 6" 6' 6' 5 3/4" 5 3/4" 4' 4" 3" 3". DOUGLAS-FIR-SOUTH x 30.0 6' 6' 6" 6" 6' d" e" 6" s^ 6• 6^ 6" G=A.48 40 6' 6^ 6" 6' 6' 6" 5 1 2" 5 1 2" 5 1/2' 5 1l2" 4 1 2' 4 7 2" SPRUCE P G36) SOUTH s '00 8' 6' 6" 6' 6" 6' 6' 6' S. 6' S 1/4' 5- MAX. w. MAX. SPAN SCAT FOR A GIVEN A.S.O. DESIGN l0A(1 SHALL NEVER EXCEED MAX.N SLAT SPAN INDICRMAN E A SLAT PERFORMANCE NCE CHARTS ON 20 SHEET. A. � I s TABLE 1 VISION STORM BAR SPACING (Fr) PRIMPAmms Re 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 ll,-0" 11,-0" 11'-0" 11'-0" 11'-0" 1l'-O" it'-0" i1:'--0„- 11'-0" T1'-O" 35.0 17'^0" ill -a.. ti'-0" 11'-0" 1'.1'-O„ 11'-O" ill-O• 11,-0." i 1.-0" T1'-0- 40.0 71'-O" ij'-0" 11'-0" 1t•-0" ii•-0" ll•-O" 11'_O" 111-0" 1t•-O" t1,-0" 45.0 ill-0" il'-0" _ 11'-O" 11'-0" 1.T-0" il'-0" 11'-0" 11'-D" 11'-0" 11'-0" 50.0 it•_0" 11,-0„ ill-0" ii'-O" li.-O" ill-O•' 11'-0" 7:1'-O" ti,-D" tl'-0" $5.0 11'-0" i t'-O" i i'-0" 11'-0' 11 -D" 11'-0" U'-0" 60.0 11'-0" l i'-0" " 11'-0 11'-O" tl,-0" 11'-0" i T'-O" 11,-0" _.._.__- i t'-0" - 65.0 11'-0" ___F.. 71'-0". ......- 11' D" ll•_U" - 17' 0" 11'-0" �. il'-0" Tt'-0" __�..._..:. 11'-0" 70.0 11,-0" i1'-0" lt'-0" 11,-0" }1'-0" 11`^0" 11'-0" 11'-0" + 11'-0. + _ 75.0 11'-D" W-O" W-0" il'-0" 11'-0"� 11'-O" 11`-0" 11'-0" + _ _ 80.0 11'-0" 11,-0" 11'-0" 1l,-O" 11`-0" 11•_O" ill-O" 10'-10" • 85.0 11'-0" 11'-0" t i'-0" 11'-0" i 1'-0" 11'-D„ i t,_0• ,• - - - 90.0 l 1,-0" It 1'-0" 1l'-0" W-O" 11'-0". 1 j'-0" - - 95.0 i1'-0" 11'-0" .__t 1'-O" 11•_O" 71'-0" iV_0,• -_.... 100.0 ll'-0„ i1,-O" ll,-O" 11'-0" 11'-0" 105.0 11'-0" ll'-O" 11,-0" 17'-0" 11'-0" .-. 110.0 71,-0" Ill-O" ill-0" ii,-0" 10'-10" - - - - 116.0 i t'-0" i l'-0" 11'-0" I V-0" 120.0 11'-0' lt'-0" 1_1,-0" it'-0"- 125.0 11'-0" 11'-O" li'-0" 10'-10" - - - 130.0 T 1,-0„ i 1'-0" I V-0" - - ....._......._. -035.0 _ 17'-0" ._ ..._._ ,.......... -_'.____......._.....-'.- ...�... 140.0 71'-0„ i i'-0" 11'-0° 145.0 11 0" i1 0 150.0 1 11 0" 11 D - 155.0 t+* MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN j FEET OR FPOM TIP OF SIDE RAIL TO CENTER OF STORM BAR. THIS REGION IS ONLY VALID FOR INSTALLATIONS {W/ 1 OR MORE STORM BARS PER SHUTTER. IS REGION 15 ONLY VALJD FOR INSTALLATIONS 1 IW/ 2 OR MORE STORM BARS PER SHUTTER. I i STORM BAR SPACINO "a" (ET) (10 Aim 2' 2.887' 3' 3:5' 4' 4.6' 6' S.S' 8' 8.867' 30A SSA BC.O BCO ASCA CA 9 AB.0.0 -A.C B.C.0 BCD AB AMCID CD CD C AMCO C ABCD 9CA . A 4DA A CO kOjCO O,C BCD kacpCO BCD BCD 4" BCD D C C0 A.%C.O BC.D ARAP ABCD BC0 B.0 SAID BCD BC.) ABCD BCD BC,p k9,MO A. 0 &BCD B.C.O A,%C 66A ADAD &BAD A BCO A3AD ABCD A.810 CO AMC BC 60A A.MCA 010.0 CD AMC.O A.B.C.D AmA.0 AB.C.O A.MC A.Mc- BA 4" BCD AeC.D A8.0D A%c,O ARAD ABCD AMC ABC ABC 0 AA BCD AR.C.0 BCD B B.CD ABIC AIRIC AMC A.8 A 7&0 ABCD BCO A9CD AB,CD A,8,CD AISIC AMC &B A A 6C0 xe.co AAMO kB4O.D B D Aex ADA A A = BCD ka.cm BCD I &O.C.0xa.c I As A A A BOA AB.C.D BCO BCOAMCAMC C A A 4 A MO A BCD �A B C 0AB.G.D ABICB C AS _ A ,,,,„,'„— �,_ A . i0MO ABAA AS A B.0 AMC 9C A A A A A 1WA 110.E B .0 BAD h C�„„/eB,C B A ABC BC B A A A A A A A A A I= AB.CA AR.Clo ABC AMC A. A A A A A 120A &OAD AMC ABC AB A A A. A. A A I= AB,C.D Age BC A A A A A A A 0.BC A A A A A A A.BC ABC A A A A A 'A BC AB A A A A A R m9C S "C A9 A AM A I A A A ANCHORS TYPE LEGEND A 3/8"0 CARBON STEEL WWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT* & S" Min, TWCK POURED CONCRETE (fC . 3000 psi) 9 3/8"0f11 1/4" POWERS CALK -IN ANCHORS W/ 1 1/4` IAA. EMBEDMENT* TO POURED CONCRETE (f C - 30M psi) & 3/8"0-16 MACHINE SCREWS C 1/4"Ox3/4" ALL POINTS SOLID -SET ANCHORS W/ 7/8' Mtn. EMBEDMENT* TO POURED CONCRETE (fc - 3000 Psi) &- 1/4.0-20, 18-8 STAINLESS STEEL MACHINE SCREWS D 5/16"0 ITW/BUhOEX TAOCON ANCHORS W/ 2 1/4" Min. EMBEDMENT*10 POURED CONCRETE (f0 m 2599 pail * EMBEDMENT IS BEYOND ANY FLOOR / CEILING FINISH m& STORM BAR SPACING W (f0 2' 2.667, S 3.6' 4' 4.5' S' 5.6' S' &SW J0A ABOID A.8 0 ABCD Alp Amp A.B.C9 BC.O AMC AMC I A,%C 3&D 40A BCD A,%CX A.%C,O A&C AB&D BCD A.MCq Ax D ABC ALSO ABC AMC .&6C A _A A A A 46.0 694,1) BCC BDO A&C ABC A.M0 A A A 30A ABCD A,%%O AA4,D C C A A A A A tlJA AB D AB CA ABC ABC A A A A A A BDO BC.D AMC AAA AB A A A A A A 610 AACO 9C AMC A AI A A A A A 7" ABAD A.Mc he A A A A A A. 7" 1 xMc.D AMC A A A A A A - - MID AMC M I A A A A A - 0.0 J,B C A A A A A A. - - - P0.0 ABC A A A A 95.0 �U C A A A ___A -- '-.A — _ 5C0 BL A A A I A 10A0 AB A A A A 110A A A A A 116.0 A A A A 1204 A A A A - - - - - - 12d0 A A A 1300 A A 13BA A A A 140.0 A A A ..146A A-.. A A Bum . E3 SCHEDULEtB FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (D.B.U, & A MAX. MULLION SPACING (ft) R SCHEDULE20 WALL MOUNTING MAX, SPAN (FT) FOR END AND INTERIOR MULLIONS FORA GIVEN A S.D. DESIGN PRESSURE RATING (P.S.F.) & A MAX. MULLION SPACING (FT) _ BPIff1D (0) MUM MULLION SPAN(R) t' W R (9+1a WiJ>¢Y 59Jf6)0 (1) 4 MAXIMUMMULLION PAN IM Q4'1B'x1/4'MUWON O� 4.8*XVV MULLION G2 ormi•TH1CX(ar Fvj OE) maXIN ®4"XnIf4'MULLION 03 4-4W?4'MULLION G1 4'A iNTNICI( 'RmrA OR2MAtI0N I ORCMAM 3 OR&RAI t - tfP1EN1ATNN 51 0R 41{NI t WE1RA 2 ORFNTAttBN 1 ORIEMAIRN 3 MINTADON 1 O AIION. 2 OMPMAIIW) 2 FND NRAAA MD WENOR END INTERIOR END INTERIM END m IMEI60R [ND INIEAbR ma, D)If6W4' ON IM"R [IA 9AER6R END RAFf6011. !OA 20'-p' ]n -0' -] iY-0 9'-4' 10'-) 6-0 12'-5 6 ]-B 12-5' 30.0 20'-' 9'-1B' -3 12 8-1 16->' D-0 1]�0 -6 1 -B 30.0 20'-O• -a• B'-]' B-8 tf-5' !'-@' ta.V T-0• 1R'-6' !'-lY yR 12 8' S8p b' ) H e. 8 9 1) 3 8 6 1C-0 ) Y iY -) b 1 );'-0' 40A. '-0 6-f0' fl FO 6 4' -I 1 i b '-1' 9 ->' Y. J 12_6' d'-' 6`-• 12-6' 2C-D' 6'-\0 e•-10 N 10 11" 8 4 9-T ) 3 1' s. d`- 4Gp 6-tl' 0•-8' T-0' 9•-!' C-I! \Y e' Y-1i' 8-2' 13-6' *&0 460 --g-0' 0 6'- ' tl'-tl' e-a tO b•, T B 9-Y. 6 1 e'- 800 ] -0 8-0. ] 6-0 9'-11 Y-4^ 8-11" 8'-0 \ •b'' ]-4 s- f 1 d f2- ` 60A 20'-0' 6'�2' C-0' e�-P' ud•-9 @ 1' T 1 B-11• 3 5 ] 8BA 8-9 0-3 \2-4' p'-8' S'-r 12'ro' 6N0 20'-0' b'-it' T-11 10' J 0 6-T A 10 I i' S'->' 2•- dO9 IB'-3 5'-9 J-9 5'-6' 6=6' 9'-4• tl'-8' 2 }•-9' 7-0, b-5 R'-b' 6-10 6-6 4-} 2'-0' b'-6• ' ' bb0 7 18'-1 ii �'�-.S 5'-0 �Y J-9 Tro� 5'-i- s-a• B'-a' Y-2' 8'-4' S-!• 8'-4' 2 S'-' 8'-]. e•-2 R•-10" il'- • 6-a•». -s -.9=_�... 6 5'-B ...v� ]x'-8- 92'-8' 6W AO le•-e• W-0 s�9 5•_9 -o _, r-8• s'-.• S'-4' ...•.. i`�i' 9•-6 -. 61�W' 6•-10 6•-r B-!' .-. 4-D^ 4•ro• 11•ad' 11•= Y,-0 b'-tl 1 -6• 1 -6' >SA I6-6' S•-9' r- 8•-O B'-0' 8'-J' 8-0' 6-2' 11Wy-Y F-3' ro W-3' A itl•-6' S-9' -r s-' - • 6-O• '8'-1• P-p' tI'A' S'-6 Sb0 wo te`-9' 6'-9' )'-)' 6-4 -1 6-J W-r 7'-t0 V_r 6-2 fl'-B' 0'-]' S'-b IY-1' OOA i5' S'-8' T- T - E,. -'6-W' ''6-3' s'-6' w-d• T-d` IY-1" 5-4' r-9^ T-9' x 11•-5' '-J' S'_5 tY-3 880 Wb '-0'-- rr S'_4• g4!' •_t0' b-3' 4'-d 1•-• 5-b 1'-3 BOA N'- ' }•_f6' I r-Y' S'-5' r-e' 6`-P T-p' 6•-6• 11'-8` 9'-4` 8'-] t t1Dtl N'-Y 5-f0' J'-]• 5'ro' 11'-5' b-J 13'-b f3.0 IT-5' S'-IV -) 5 d' -9 e- @'-4• 11'_b"� 9-S 8'-S 12.4 9t0 1'-' Jr;,i ]- W' - S'-6' p'-]' 6'-Ff d'-]' 4-11' 11=5` 5-8 fY:l 1060 12'-9' 5•-11• Y-Y 5'-' r-9' qT e T-p. _.._.e-4" 11'-3' —6'-B' S'-9 1R`-3 IpEO ,-, t2-' S 1P ]•-Y 5•-T V-3' N-0' W-Y 5-0- a-0' 4•-9. \Y-! 1064 12'-2' @'-0" -Y 5-Y _0 6- -9 8-} 11'-5" 6- 5'-9 IY- 1 i -3` 8-9 J-0" 5-)' 0-0• ]-I' 6-Y \I'- I1 0 11-J' 6'-0 T-0 5-tl T-0 -S -a )'-9' b-S 8'-J' tl'-5' W-S 6-S E•-9' =.10' S'-11' 2`-] 12-5 ItOA 11k0 U l ❑-1 -10'-p' 6 p"_.. 6-1' J-)' )-Y 9'-6 9'-9 p'-J'' B'-]' ]-2' T-3` B'-3'. -8-]' 5 1 10'-8• 6•-1 )-6 5-0 )-B 8-10 -9 6`-J 11'-8' 8'-10' 8'-6'- SY-] -6'-t" T-0" 4'-9' p'-• T-Y 1'-2' }'-5' 1'-5' k'-O^ IT-3 19D-0 10'-3' 6'-x` -0' S'-10^ +1p' Y-0 -iD' S'-9' 1t'-@' )'-C 8'-1 '-0 T-P 6'-3' d'-s' fl'-3' 6'-1' 1 _3 1]0.0 8-1 6-3" J'-] 5-10' Y-a' r-0' T-p• @•-9' St'-5' )'-ff B'-Y lY-J AOA fl'-3' )'-T T-' ! d',-3. I= p'-6' 6'-4 r- 51-11' r-10' J'-2' T-10^ 6-1D' I)•-5' 1'-2' b-0' w 9'-S' b•-4' J- 5'- 11 '-Y T-5' mm0'-YM W.: G'-11£'- I,--O] 1-5 IY-] T-t0 F-3 T-10' b' 6'-3 ti'-3 1 p•_- t b'-1 )'-> 8'-0' p'-3" Y-6' B'-Y e'-1Y tY-0' e'-1' IT-3 146A d'-10' 6'-5' r-B'm 7-0' T-9' T-4' )'-9' 6'-11' N'-5• 7-4• e'-3' 1rro 4b9 6'-tff 8-5' T-6' G-0•. 91-3• rro• W-1' 6'-11• 1 -!" '-E'-!' IY-3 166D S•_r @•_9' T-A' Y-f'_-9_',„ 8'-x' >'-9' r-8' J-9T 9 Y-D-D' Y-t^ 11'-5' 11•ro" Y-S_ T-6" 5'-14. 8'-Y 12'-! 1 i 1pl,0 -8' B'-0' @'-6' 8-6• )'-T T-T 160A •_ b'_J• T-r _Y r_ • _ -9- -0 1-5' J- 6-!" @- _._..._..._. MULLION SPACING: "S" ULLION "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. a2Uq Nautilus 17-2,44 mP . )II 20 W HS s L p Aaw 1114MIAll ®AanMJUXIII MAXIMUM MULLION SPAN (FO p pl Aa90 F9V•> MwxeM sR1vN w • MAXIMUM MULLION SPAN (A) 0)4N6XIW MULLION OQ 4'x8kI14'MULUON Q 4W clN'THICKOW RANGE}MULLION (g)A'XVxl •MULLtON 0/4'rtnIW MULLION 02/Y7xWTHICX 'RA'+GEIMInu gNMx1KK1 01 1#tf IMNT.IIW #2 mOFNOt M it 94tDRIFHIANN F2 ONWJ=fI 01 (=?dJ &11 02 gttMATpN FI OPobixlgY 2 A (=fttx 02 ORIQlIIAMS F2 m lillmoll,la DO 391[Rr11 {NO OIIWOA No NI[PSN m END INNOMP F!Q N'TIRM m BOWOA END sl,ms0al mKRA,011 WD 1,ttlutza ]0➢ lr-0 11-1 11-a 1-9 IY_6 12'-e• 12-a t0- 12-0' ! -a Il q• 1 -6 ]00 12-0' 9-0 117 A-9 12'-a' IY-0- IY-0 1 - ll' tl-0 12lil 390 fY-C v-T tp-II' r2' t2'-B U' r It-IP 10•-p tr Ir-a' W'-P 12•-e' = 12lW 9'-2- W-11 p-Y I3'-e• lr-B'- 11'-11' 1p-0' Ir-e` Ip-a' l2lfl- ep0 1Y-r 01-10• 1 -S ¢'-1 1'-0' 11'-a' 11'-O P-b' IR•-a• n•-tb• 9•-Y Ills* MO v-G• e'- I a• Y-9• IY-s u•-e• 1r_.• p-0• l2lW 0•-r Ir-a- e¢o 6-9• 12•.S 1p-11• Ip-p• _1' fa-r 11'-Y Pro' 1]'-a' eep 1]'-0' e'-9' IP-I• ¢•-P IY-r 1r-11 1p-11' P-t' q•-b' 0'-0' 1R•-0' 0A6 12'-0' 0'-p' 9'$ BL1' 12'$ tp-C 1p- r-9' t - 101-T P-d' R'-a' %W 12'-0' 6'-1' 9'-r r-T I3'-0' 10'-e' 1 - 0'-9' 1%�6• a-¢' 12'-0• B00 t'-0' 0•-•• 0'-s• T-Ip 11'-0' 9'-10' tp-] B'-8 121-' -• 0'-1' 12'-¢• 6}A 12'-• Y-1' 9'-e' T-IT illr A'-tp 1 -] B-e' 12'-C 0'-1' lr-0' wa 12•-0• G•-0' 9'-2• T-0' II'd P-a' °'-11• 9•-]' Y-e' _)• T'-0' t.. ]•-a• p0 1'-0' l'-6 9'.2' r-0' 11'-C 9'-B' -1 I' 0'-]` Ills- )_0• 1• Go-Ir-0 )'-e' ¢'- 1" )-2' II'-0• B'-1' 9-¢• e'-0' 12'-r P-0' T' R'-a' e 12'_0' Y-2 e'-11' T-2• wP 9'-T 9-d 0•-0 1Y-e• )-0• 12--g- Im \•-0• r-C p-e" 6'-11 ID'-9• a-9• 1'-0 Y-10 tale• a• -IT T-r 12'-0• va0lm IY-- 6'-11 r-e• a'-tl 'T-9' r-9• 9-l. 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DESIGN PRESSURE fP0T1AN0 FOR 13'Jr fGSE II 8 8'-0' ICASES le 8111 fAAX. MULLION SPACINQ IaI' 9� D�mO9 YaoLRY MAXIMUMMULUONSPAN OO G 4%S'xIJ4'TICK Nuum G/ VISOR- THICK MULLION fd Y"AITMCK NALION R r#t F (a)t R Ott Halo t xtt m(t m1, 04t at PW pRTRNR [ND 0(IEROR INIRUM. ENO 021YROP 11'-p' IY-¢' 11'-p• M0f3-r Ille fA0 la-o• Ir-v IY-. -9 ItIP1fb•_-00•'• mm0 1129•'--00•' -- tp-ll' 1-ll Ir-v G63 a0D -0' -tt- ID-9' Der— -' _ -- - �LY1-$_a 1Y$ p- IY-s' - II'b• apo 1X-0' - 11•-P Y-S' -B'-I1•.. I-'-e' - If•_0• •_ SOA da0 p'-0' --Y-p' +2-9'ry,9r, 12-Il 13'-6 I-2'-6 1 960 al;t- Ia•.a• 12lr 1Y__6' IF-$- - 11 b0 P-0' - +Y-p' u'-0• u'rt• IY-a'� - n'-p• plSCa ap6 a'-0' - IY-Q 13'-0' Ir—C lY-¢• _ 11•-a' 159 9' • 1 '-a' 12L9' IC_9' 1 '_9' I1--0- ea6 r-0' I2'-Y lG'-Y If•-4' r1•-r - Il'b' aa0 P - 2'ro• 0,13, •_ • _e 9'-p 686 K-p - 9'-0' 9' 9'-0' 9'-0•� ILD r$ - -0• °•-p r PF•_ 9-0_ g_0• Goa TGO d'-p _ 0•-0• 'NOTE USE 7� IF ANCHOR CONSISTS OF HIP.= HUGN SCREW OR POWER FASTENERS. NEOGE-BOLT ANCHOR SEE SCHEDULES I a 2 C ISHEETIOA • MAXNUM MULLION SPACING SNALLBE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. 19 AS SEEN FROM THE R.L SEALASIc IRE/DAIT $CH5WLg2b', rtiMREQ LOAD. MULLIONGPACING B SPANINSTRLLATIONI WAL ED P N FOR D R A'. 0. CS519N PRESSURE RATING IM51AAND MR 17-0' tCASE IIA VA' 49ME III MI UONSPACMGIM' 2mWyl aA� ' IXSKPI RQ3ttIR MAXIMUM MULLION SPAN G 9-Art,1 .THXx IAUWON Gt 4w)dWTWCX MWON 03 2rTx1.V'7HICK MULLION pgaq �i 1'IFAINIQ f (4t t mar (OWROR END NNAOR P2ID0011 "RN e0(RCd_b' _0' _- 12'-p'b''.' b•.-Il tY-b• - TVDI� •-n• lr-e• W - b'0•-' Itb•M R'-0' '-IT 12-6• I-., W-0'0'- p- 4a0 P-0• a-0 - 9•-w e'-p bpb e_ _ o'-p '-0' I9lW - p•-D• tem •-p •-d• -e' QW17 R1EM ➢:. Nauiilus� RoDW93hDNerSyale2a aeM/n Mu (UTTER SERVICES INC. As OtIWNL SIMI 17-244 ST, I=. R. 34M VJeOI b • A6l it OIM SCHEOU4ETc FLOOR TO CEILING (TRAPPED/ MOUNTING MAX SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (D.S.E) 8 A 7'•0" MAX. MULLION SPACING.(ftl' SCHEDULE2c, WALL MOUNTING MAX SPAN (FT) FOR .ENE) AND INTERIOR MULLIONS FORA GIVEN A.S.D. DESIGN PRESSURE RATING (P.S F.)8 ANDT-O' MAX. MULLION SPACING LFTL' MAXIMUM MULLION SPAN(") MAXIMUM MUWONSPAN" It Bm 1 ®4k6Y7N"MULLION 67.478Y1I4"MUWON G2 0.Y7Ytta'TXK;K(k8'.iLAHOE)MVLUON iYR ®�iqt QO 4hBk174"MUWON ©iYSk7/4"MULLION 42 4IRILUCH F'AiY1W'TNICK MIAM MTeN (P4aJ ERXRIO '(N• Xe1N0 (1"0') BPAM DPIExiotI. 1 OtaLN1AT10N ; MMt MWAT10N it WT eRIQifATIWI 12 UDT O WA1gN 1 ON[N]At10N/2 ORXMAl10N 1 wATO.R ORm 2 OWEMAi10H 1 ORiEMAT.LN ] 0FZE)fIMN 2 m 901NOR O10 lM R MD m Vt END Q1i]111eN FND DO 6RD8pA ENO IHIF'AWA. 14TEAOR DID I 01IDDOR m INRYIIdi TAD It'rMoNt Jea 4E0 46.0 w9 777 T-9' Yb- r-0' T-C -8' 1 2'-e' tY-6' it-' 12'-4• 12-C 1 •-e' 121V 1 ' 1Y_ 2'-B' tz'-e' tY-r IT-O" f3-6 IT-6` 17-' Ir_r ,_B. f2-6 i2 '-e' 12•-8- 12'-' t2,_' 12�mr Iz'-6' lY-e'. r-6• '_e' 12M ]-e,' ''r-' H'-a' t2-6' f.•- • Ir-. - 7,>:-M1'„„„.A. 14-6 + '_ •- 1 '-' ,_. 121a tx'- • +'- • ._. -tl t - + •_ • '-6' "' �,v Y-0` . i ' ' •- • f '- - 1 1 '- •. - • '-7 W-Y I -0" f - • -e' 12•- • 114 12 t3'w' t -6' .8' 1-a• 1 - t -fi' 1 '- • '-6• -6' I - -' '-e• IY-' 1'S' 2'-8' IY-' I - I - • 1'-B n'- • 2•-a• '-V '_' Ii-6• ' '_°• + - - -8' 4Y-C @'-6' 12'- 1 •-6` 1,_6' w9 wO ]'-6' Y-D' i '- ' ]'-B' tl'-]• YO'-11' Ir-tl' 12'- ' 12'-8• '-6' 13' ' 1]'-6' 1P-i-' .d.Y-6'. E'-tl' SY 12'- ' '- ' t '-0' t 1 •- - 17-e- 1 `t' 12'-6' T-0• 9'b' ';IV I'-6' 1 '- 10'- I" JT•_6• 2'-6" IT- • 1T• ' 12,-6• - ' 1 '- • it-11' +Y- 12 '- 1 '-C 1 '-6' 1 '- ' 13'- ' '- ' e6A Y-0' 1'-0 f'-' t'-Y 1'-' f9'-6' tQ'-6" tr'e• t'-6' ITy IT-1 90A „J20,¢m I= -700�,. t '-9' . 7' 7'-0' 'b' tY-k 1 •- •-f' '-6' '-B' •� 1V-r 9'-IY y2�-1,' 1'- ' lw-il' 10'-' J1'-6• 1 '. ' 12'-' tY-C 1,�-9�< IT IY-6" 12'-e' _LZ,..... 1 '- • i'A' 10'-10' 1Y-B' I •-6- 11'-f 1' fl'-4' t'-B'_ -r lY-� fY-6' 1 •- 12'b` 1P-tt' 12'-0' 1]'-6' 19-6' 1B0 wA T-D• T-D• 12'-e' i- 11'r 10'-S' t- 9-I1' 1116' I'-W 10'b' 12'-6' 1'-• 12-4` 1 Ir 1'-6• 121C wit• ._„ ll It-0• le'-t0• '-e tI`ll' +'S- 12'- ' lr-r 12'-6 '- -4• 111. 1 -B' 13'S' ti'-Il- - 2'r ir- , ' 0'-9' - 1'-1' I]'-8' 1'.)' il'-0' 1 b' 1 b' + -B BB Y-D• II'-0' 9'-6' SO'-9' t -+` -f2'-8' +0'-Y 11'-Y fY- • f3'-0" fY-{• 1Y-6' T-D' >'-0' ,-0'. T + -T t0'- ' 4'-t0 _ ' 0'-T B•' 'a' '- ' _.4�-' 1• B P ,. P.•/9... Y-I 9'-B" B'y' 8'-I a'-i0 •-T tl'-+0• lt'-)' _„�+'..'�9_ 11 I1-1' - t• tT-a' 1P-it' I+'-6'.._'tow I. 2- Icf Z_ f0 17-8' 'W' ' B'_ 0• B'K' '- '-' 10'-{' 10•_I• 9-1 9 7' e'- I'-6' 12'-e' 'r 1C-0• 1N-6' SN-r 0'-6• B'4• 7- ' Y- Ir-6 IY_C 1 !! lr• 1 '- ' w0 1 tl _Y-B• -0• m)'_ 9'-0' Ip17' 10'-]' -6' 9 -0' _¢'•-]' 9'S' e'-1' '-- ' 0'-t0' -9'-6• 9'-0' 9„-„C••,,. �6'-10' IY-]' 1+'-t0• Y-Y '-8' 1'-0' 11'-+' '- t2'-e' 11'-11' IY_6• + '- ' -IV 1 '-Y 18'-5 10'-2' 10'b" '-t ' •B'-9' B'-Y 1'-9• ID'-{' t'-1' '--f0' '-T tY-e• -tY-B' 1 _0 lT-6• Ir-B' 12'-e" I3 3' II'-Q' 11•-Y t •-1' 10`-r f0'-9 IV-t +0'-E t0yi•-__4-6• '-B' 0•-T '- ' IT-C I'll' 12'_6• 1 '-8' 1 '_ - •-a• 1Y-C 1 -a' twA 1H.0 upA Iwo IBBA 1w0 T-IY T'+lY T-0' 7'-0' e'-A a-2' B'-0' )'-t0' )'-B" -{' '-6' •- 6'-a' a' ' - a-8'M B'-x' 6•-1' ]'-f ' e'-2' @'-0' T.B� T-9' TM' T-p' +OY 9. , 10 -7 19 S ID'N' 9•-e' 9'-e'..._. '-10' _1D_. ]` lW-0 e'-9' B'-]' 9'-1' _9'-0' e'-B' B„Td,•- B'-{' 7- ' Y-I' D-10 B'.4,',_„ 8'-)' -0�-Y_ '-+' e'- 1' B-9' 6'b' d.-!• 6'.1' IT-6' 12'-e' 12'-6' +3•_6' 12'-e' IfIr 12'YB"„_ 1 - SC- " B•-11• ..,r..-._�...._. 9'-9' •_B• 9'-]' d-11• .____ �' 9 _ B'-10- r-7' _..�..- 6'-6' M-]• >'-w' 1-6' .....SI'.:.. T- • 12'-6' 13'p6- 9'-a' I2•_a' lr-4• 1Y`-6' tY-e' •-6' -T '-0' „ 9'-0 h'-0' r- • •-' ]'-0' 6•-P e'-6' 0•-1• ...._.r B•_]• 6-' Y-+ 7-e' >•-e' T- ••-I 8'-B' 8'->• '- . •_a' -' e'-3' 4'-1` 8;-0' . • ' B'-S '- - 8-0' Y-9 T-)' T-9 T-{' _ ]'-' ]' 1P-0- f0'-]' tV'-4' ID'-R IPy�• 1N-+' 1N-0' _9'_+0' f'Y- • 10•-S 10�D' P'-B' ._4'-r Oy{• 8'-]' B'-0' B-YC' e'-e' Y-8' 9'-Y B'-3' r-1' 0•-0• 0-'t0 e•-9' 6'-C. - 9•-J• 6'- • -le' 6'-0' ,_9' 9 -0' 8'-{' 6•-)• B'- • 12'-r IJ'-6_ SY-O- i2'-Y� tY-B_ 121 t3'-0' t3'-p__ - 21'r 0'- 6'b' 6'-2 0'-D' r-f0' Y-6' ]'-6' ]'-B' -e' 1 -e' fi•-' l]•-B• 14'-6• 121r 1r-6" lr• 1 •_ - IUWON MULLION SPACING: "S" MAXIMUM MULLION SPACING SHALL Be SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.SO. DESIGN PRESSURE RATING SMALL NOT BE EXCEEDED.. T MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT, mna M. EXPERT LIL tC/2{/f] D.]E 17-244 fit"l&" zRtl is e]x