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Home My WebLink AboutProduct Approval aG[S}iofie, Log Ih f:.UserRegistraboA 5iiotTopics { Subinit5urchargStetSA Fattsi'. Fgtiatians ( VContatt U§�:.IBCIS Site'A.1ap f Links } Search ProducUAppe'oval File Copy "P lkproi al rtanu:>�;odi.Gt'vi:Ag6llcp�inj,T, @arch:J`tt11PIiG7CtdSP 6i$t>APplitbhon Dctoir REVIEWED 1=V I me FL#. FL1224fi RS CODE COMPLIANCE .Application Type. `•Revs Gade Version 2020: ST. L U C I E COUNTY Application Status. Approve BCCC `Goii�Rjents, 'Archived' ?, Ndduct Manufak Weer ,Ex{ert Shuttew ServicesInc= Address/P,hone/Erriaif 1626.SW Bil 6i0ha ST Port St;Lucie,FL 34984: (772.)-,871.1915'1W106. callexpert@aoi,com: Authorized 5lgnature Michael HefssenbercJ „ cailexpert@aol-coal` Technlca(,Representative. Michael',Heissenberg l ::Address/Phone/Emait.> 1626:SYS�8iitmare St port-$t-Luae,FL}34984 . (772}s$?i 2915' Ext105`: Ca EXpert@aoi Qu,014 Assurance Representative Michael Heissent erg Addresijfti i/Ernall` - 1626'SYJ Gilmore St, PorE StLucie Fii.34989 (772}871 1915 Ext106. GallExpeaol eom Categoiy 'Sh.utfers.. Subcategory=: Roll-up Compliance:Method' Evaluation Reportfroni a'Flonda Reg isteyed,Arehitect or"a Ucensed.,Fiodda, Professional Engfneer C" Evaluation:P6 6rt�Hardmpy lieceived Florida Engineer or Architect Wine who developed the Walter;R Tiiiit ,F E:i Fvaluatlon iYepnrt Florida,License : PE-44167 Quality Assurance Entity..: National AcOAdit_atioh and Management Institute Quality;Assurance Contract Expiration bate.: 12/31/2022 Vandated;By John W.Knezev chr PE- Validation l7h Received.' C*1Aific e' of Indepe6dence FL12246 RS COi-Ct3i Dnyg 20�064.p ` ` Referenced Stanrard and Year(of`-Standard). 5tariard. -Year AST M.E.1996:. 2012 TAS.201;'''. "4994 TAS 202'., 1994'; TAS 203; '1994. Equivalence of=Product Staiidar6 Cet#ifigd By.: `SecEions"fromah'e.Codi3+ ProductApprovatMethod ifWethod 1 Option>D " Date Submitted ": `08J0�}J2f)34` Date Validates]-, 08J19J2020., Date Pending Odd A' proval'.` 0SjS9j2g20;; Date Approved!. 10J13Jt)20`, Suitiimal" of Products .. ........ FL#. Model,Number or Name �escrrptton 12246:1 Nautilus,fioilmg Shutter System Extrtliied aflimfnurri Rlautilus Rolling Shutter System 44 mits of Use Installation;Instru cons Apprgvetl for:use lit HVMZ No �FC12Z4 R5'II Expe k hu ter=PED Dri 0-08' piff Appravea for use outside"HVHZf. es• Verified i1y Walter A4,Tilift Jr,P_E PE A4. 67: Impact Resistant Yes Created by;Independent ThiMT.Ity Yes Design Pressure. +16t)J 160, Evaluattori Reports ;Other:State Missile;Levei D"wind zones 1;,2,3 and 4(basic ,FL12Z46 R5.AE Ex{i�rt Shutter°PER Dr�yg 2A 064,g_df prvteetion only):.)ressuie rating.*,�30j 30•p.s f at N' M sp,6h Created by Independentlhfrd`Party Ye"s (t 4�mounted)a.nd+160,460 pAd at 84 'spars(Gvall inountedj•with 112 sfip.:5ee sheets;15 16 ant:1 04,Eo,' additional pressures and•spens.: .' .7 The State of plonda is an AA/EEO emglayer CsggVtioht 26Q7-Q13 state ar fldnda ,,:thivecV Statement ggg(j;!i tatPmeet;:;gerund Statemenk - Upder F7o8da law;arced addresses are publit,raEcords.If you do rtot+ant satire-mail address releaseddn respon94 to a p6biic-'records request,do not send electronic :mall to this:entity:Instead contact.tha crrica.4y phnn®or,;by tYDd�itdnai mail Ir.you have uny Y�tkastrans�-please corttncf 850 487;1395 'Pursuant to Seetion 455:275(t),,. ;PIcr'ida statutes eif"ve October,I 2012i Iicenwe lic'snsed underChaoterg55;'F5 must'Orovida th •D¢Rartttient with an 4mali addr'ess•if.they ha4a cna The smalls: ._ .. , . provided:may be used for offiidal communication with the;license®..riowever email addressesare public record.Sf you do aotvrish'ta'saRpiy apersonal address;pieass ofm+etle the Department with an email address which caii''be made avullnble to'tPie public;7a;tiatermina:if you are a:ticensee un9er Chapter:75p'F,s.•Please dick hkro', .. -. ? gte:duct Approval-Aeceiptst- - - credit C"'4 GENERAL NQIES.: 8.ANCHORS S1WLL BE INSTALLED FOLLOWING ALL OF THE RECOMMYIDATIONS AND SPECIRCAMONS OF THE ANCHOR'S MANUFACTURER. I.NAUTILUS ROLLING SHUTTER-SYSTEM SHOWN ON THIS PRODUCT EVALUATION.DOCUMENT r(P.E.D.) HAS BEEN 9•'3NCt{ORS REOi11RED FOR STORM BARS CONNECTIONS SINI.I.RE:AS.SPECIFIED ON APPLICABLE SEC?10NS.SHOtYN'OF!!SHEET 9, VERIFED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th EDIFiON)"OF THE fl ;IDA BUILDING CODE, -3/8'0it1,1/4"CALK--INS MANUFACTURED BY DEWALT. INC. NAU ILLS'ROWNG SHUTTER SYS�d SHALL NOT BE INSTNUM AT HIGH VELOCITY HURRICANES ZONES(Jd4W1-OADE /BROWARQ COUNTIES),. -1/4'0w kWk SOLI TZ NUFAC LIKED BY ALL PO. INC.. '�3/$'0 KWIX BOLT TZMAWFAGRNRED BY'H4LTI:WC.:, DESIGN WITS]LOADS SHALT:BE DETERMINED AS:PER SECTION ISM Or THE ABOVE MENTIONED COOL -5jt8"o',TRPCAN MANuFA=RED ra,y mw.BUILDER,1NC FOR A BJSC WIND SPEED AS REQUIRED BY'14C JURISDICTION WHERE THESE SHUTTERS WTL3,O6 INSTALLED MINeLUM..ELIGE.lS>STANCE AhT7 SPACING.FUN AUUVE NENITONE3T.Vk.'StORS�SHALL BE:AS INDICATED�BELOW.OR AT ABOVE MENTIONED Sf}L-ET. FOR A DIRECTIONALRY FACTOR.Kdw0.85.USING A,#7-16 FOR INSTALLATIONS UNDER 2020.F8C EDGE DISTANCE AND EMSEDMENTS ARE BE:OND,ANY.FINISH MATERIAL. AND SHALL NOT EXCEED THE YAXOMUr (NSA)DWGNN PRMWZE RATINGS Hiff.CAT'ED ON SNFM 15 THId)18&20 TM26: - EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESKxi WIND LOADS DETERMINED PER A5CE 7-16 GROUT FIU ED OR SHALL.BE FIRST REDUCED TO:A.S.D.-DESIGN WIND LOADS BY MULTIPLYING THEM By0.6�IN GRIDER�TO ANCHOR SPACING-0,IODIA ECGE'DISTANCE A 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU'26. 3/8'0xl, 114"CALK-IN 3 3/4- 4 1/2- 1 1/4'(3000 0) NOT'ALLOWED ..... 1/4'0w3/4 SOLID-SET 3'. 3' 7/8'(30DQ p2l, NOT ALLOWED 2♦IN ORDER TO VERIFY hWT'CQMPBtkEilT3 AtiO AkCHOltS'ON IRS F,E.O.a5 TTESTE7>WERE EMIT OVER STRESSED, .3/80 KWfK BOLT TZ' -9", 4- 2'1/2'(3000 psi). NOT'ALLOWED A 33%INCREASE IN ALLOWABLESTRESS FOR WINM LOADS WAS[NU USED,{N:THEIR ANALYSE,FASTENERS 5/16.0 TAPCON XL 3 3/4' 3 1/8'� 2�9 4' SPAC1NGSi TO_VOC TER D HAVE BEEN,DETERMINED IN ACCORDANCE WITH N,D,S:20TtS.. i` C2899'psi) NOT ALLOLVQ. NAUTILUS POLLING SHUTTER SYS115AS ADEQUACY FOR IMPACT ANDCYCLIC:RESISTANCE WAS BEEN VERIFIED IN, ... .. :.. ACCORDANCE WTRH SET:7lON 16O9A.2'OF,-THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 10.ANCHORS REOURED.FOR,MNILIION-CONVECTIONS SH4_L.BE'As SPECIFIED'ON APPLICABLE'SECTIONS SHOWN ON SHEETS 1% FLOOD&REPORT•A`1030.01-08 AS PER'ASTM-E 1996; E 1886 AND E 330 STANDARDS Q iAGFTiNG. ION; 11. 1 IA, 12, 12A 13 do 13A.. RNSTAUATTONS F09 WIND ZONES 1..Z 3& P P 4,MISSILE TYPE D AND ONLY ALMABLE TO BASIC PROTECTION -KWTK BOLT.TZ EXPANSION.ANCHOR MANUFACTURED BY F111:11, INC. FOR ADDITIONAL NAL L) OEPWID BY SECTIONS 8.2.1.1,6.2.12 AND 8,3 OF ASTM E 1898 SEE SHEETS TS&20 :HIS-H SCREW ANCHOR MANUFACTURED BY HlTL INC, FOR ADORFONAL LlMTTATl4NS -WEDGE-BOLT ANCHOR MANUFACTURED BY OEWALT, INC, 3.ALL AN:.t1MTNUM EXTRUSIONS SHALL BE oO63-T8-ALLOY(UNLESS OTHmmsE NOTE!}),SEE SHEET 2: MINIMUM EDGE DISTANCE AND SPACINC FOR ABOVE MENTIONED ANCHORS SHALL.BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET•. 4.ALL SCREkRS(�7�. ENO AETETNTION SCREW 0)To�STAINLESS.STEF1.304:.OR 318 5T721ES WRH SO ksf EWE D15T)VNCE AND E'7M�DMENTS ARE BEYOND ANY FINISH:MATERIAL. .. . YIELD SIRENS ti i NAND 90 W TENSILE STRENGTH OR:CORROSION RESISTANT COATED.CARBON STEEL.AS PER OIL: EMBEDMENT'Q.GROUT 50018.ALL S.D.S.ARE.TEK SCREWS MANUFACTURED BY TTW BUILDEX&S!4)LL;..COMPLY W/FLOR16A BUILDING ANCHOR. SPACMNe:Ng':1 QOR GROUT FILLED OR 'GOOF SFCTM 2411.3.3.4. EDGE DISTANCE® 100% CCtXRETE CONCRETE BLOCK 3/4'P KWIK BOLT TZ 27,,. 9' 4 3/4-(3000.am") NOT ALLO'WED. 5: BOLTS T'M TO BE AS A-307..GALVANIZED OR ASl 304.OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2'4 0*R ,30L'T"Z 22 1/77- 7 1/2'. 3 1Ile(3600 PSI) NOT ALLOWED' ; YIELD STTENGTH. 3/8.0 KAU,<..qw.TZ 6 4 3/8' 2-(3000 PSI) NOT ALLOWED 6.NAtlTIL.US ROLLING SHUTTER SYSTEM BEARS'1 U:S. PATENTS#8,095;225 AND.17;409,980, 3/8.0,WEDgT-S £VY 4- 5'' 2'(3000 PSI) �ItOT'ALt.OSVED ' 3/8;0,YIEDS)� T. ,.... 4 1/2" 4 1/2` 2 1j2'(SODO PSI) NOYALLOWED, 7. ANCHORS TO WALL FORD SIDE.RAIL SWitL BE�AS FOLt.OVYS: 1/2'6 MM3-K OR *T_. 6- 6' 3:(3600 P51) NOT ALLOWED. , 5/8T0 t#W':H SM L'R VM 11t 7'1/2' 7 I j2' 2 1/2'(3OW PST), NOT ALLOWED .(A)TO,EXSTING POURED CONCREm'.w .3000 p;a:T:OoTdPI'AEsSNE:STRENNGTH. 11.71HE 7NSTALLAT1311 COYTIRI.CTOR tS'To SEAL/CAULH ALL PRODUCT COMPONENT EDGES.WHICH'.RELWN IN,CONTINUOUS CONTACT W1TN,THE BURLDm =5/18 0 TAPCON 4 ANCt}ORS AS MANUFACTURED BY RW BUILDEX._INC. 'TO PREVENT 141ND/PAN.IN `iICN,:CAULK,AND SEAL PRODUCT TRACK$ALL AROUND FULL LENGTH.: KYAK BOLT 3.AtlCHORS AS MANUFACTURED BY 116.11,INC- .. ...... TZ;�'.NT 5}W BE,THC RESPONS awvYl OF.flit:t'ORl(. TU VMlFf-THE SOUNQNE4`.:-OP THE STIIUCTURE WHERE-FRODtrT h"s,TO,0E ATTACIIED TO 1) t NIMUM EtaBEEMETVT INTO�POUREO CONCRETE.'.SNLJiLI BEi .•iN:URE PFORA ANCNORA.GE,TNkS PXOOUCT SNACG�ONLY-B£ICTAOFiEU TO:C:NCHE7L'..:CCt¢iCRETE:CLfNC+Y'OR 1YOGD fR,4KE'-BGry(DWCS. ` '2,,1/4*FOR_-6[t 6'O TAPCO4 XL ANCHORS is 2 1 2"FOR 3/B'A:.KW1K 80L.T 3 ANFCNORS: .. .. .N0 WSEDtAEENNrN MTO.STUCCO.^ LL T#C0N�0 AS•PART OF.THE.REQUIRED EANB£DMENi: �1�3.:''TI!(S-'F'RODUGTS`INSTALL%TiON-SHALI,..GOEMPLY'.fiRTN-ALl.5PECY)NDwtTLD t-t TILLS DRAthNG TiLU5 ANY Bt.411NNG^AyO.ZUNtAtC REGULATIONS PROVIDED .. 2)W41MUM.EDGE DISTANCE MD.) INTO POURED CONCRETE STIALL.BEc TRY'THE JUt?1SDRCFRGN rveiERE PEFBtrT•)S APPLIED 70 - - - . 4 FOR;5/16'0'TAPCAN XL.ANNCHORS&S.'-FOR 3/8-0.KW1K BOLT 3 ANCILORS.EDGE:DISTANCE'is BEYOND f 4 LII`mo MECHANISM NQT PARR GF Ttf15 APPROVAL;,: ' ANY_itMS.HH NATEfiW.,. . . .. ... 1'S.•-a} M!5 PE2L PREPARED ff'f It ENNJUdEEIy);i.TiE.M1tERIC hND:.bD¢"`.t N.CJT:.PROVIDE'Std[GRNUOWH FOtT•'A SCTE SPfiCIFTL PF(Sfl£'t.i:i.e:WHERE THE 57E A }U(CASE,THAT PRECAST.STONE.PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE.FOUND'QN. DRAINS DEVNATE FROM'1H£PED._' TIE.EXISTING AAU OR FLOOR;ANCHORS SHALL BE LONG ENOUGH TO REACH,THE MAIN:STRUCTURE U'EHIND„ , . I PANELS:. C87FACTORy0,BE�P�kw'PONRIBLE,FCR'CHE:SELECTIQN RfRCAASE�AM),0STAtS.hTAX4 AICWOtNC;LSE SAFETt'i GF'EWg:FROEUCT.BASED ON iyl$' "H TO t:r15TlNG GROUT Fltarn CELL CONCRETE:BLO(7!WALL ASTM C-90 = p.E.D.,PFtCN'DE4 NFjSHL DOES L'+E:V'(A'TF.:-.FROTH THE sCptNOTNDN9 gkTAIED ON,IHI. 6flOL�1!EP}T 0(1NSTRCtE'NtOAi Y'AT Sht.'IS THE. (} - COtfTR[LCTGRS RESP0NN51BtLRY ' '•:5/ie'O TAPCON'XL ANCHORS,AS MANUFACTURED BY 9W BULGE(,;INC. (cj THIS PE:D WLLL:6o .CONSIDERED NNVAMJD,1P ALTERED BN:`A#Y MEWS.. -.. y - .. y ' 8(1)KIN+TIUM EMEEDMEM'OF'S/.f6'.0 TAPCON XL ANCHORS.:INTO THE;GROUT.tin.1ED CELL CONCRETE.BLOCK '(d)SITE;SP£`t,-{FTC PRO.lE3K,5 SNAtT rBE PREPARED,BY A Fi.ORtTiA^REGTSTERFA ENGIT.`LER�D)'r AST :iECT WfiiCN{N0(.L BE,CGAN$.'IFI£.ENGINEER;OF UHT SHALL BE,2 1/4 RpCORIS E.O fI FOR':THE}~ AttO WTitl MrP 4 BE RE5pWt5[SLE:FOR.TNIE:PROPER USE OF.THE P'E O:e'ENGWTEER OF RECORD:.ADTING'AS NO EMBEDMENT INTO STLR:GO:SFVLL BE`C4NStllEREO.?S PARE OF THE REQUIRED EMBEDMENT: - A D.Emwm 7'0 E,D Eln,2NEER SWLt,-.SLI atF TU:'14IE YATTFAY-`FfE SOE`Sf CffTC i>PANNGS F'OF-;Rk :. -'&2}MIWUd EDGE:OSTANCE MD.)OF 5/f6:is TAPCON A ANCHORS INTO(TROUT nlM CELL:0ONJCREFC ...DLOCK SHALL BE 47:_EDGE DISTANCE 15 BEYOND ANY FlMSH MATERIAE. :.,,,(a),TTOS p.E O SW1Li @EAR-1}tE wVe AND OWN �FJ�;JsM O,51GNATUrTk::of,"THE PRt3FES510NAi;�tiTiGPNt'3rR fas` _ r�RECORD'T1+AT"PpEPA1<;TI1 ._ .. ,. :83)'Ud CASE THAT PRECAST STCMtE:PRECA+'T oxcRETE OR:BRICK.PANECS;�VEPIEER OR PAVERS.BE FoUNII ON. T0.�,PRODUCF:WWt)F'ACTiiF£R5 LIBEL'^SHAU,PE''LOCATEt3�A'RFADaT V�ETE lt)CATIOTi'AT PRODUCT=lei ACCCfdDiEAtCE Wtik:$fC+ION�1709.9.3.OF THE,EXISTING WALL.OR FLOOR,.ANCHORS-SHALL BE LONG ENOUGH TO REACH,THE MAIN,STRUCTURE BEHIND.. SL^CH PANELS:' ..FtgIM 571M%CXJOE.•ORE LARkT...5FV¢J.DE.PtAOELT FOR EVERY(N2htNG::.LABELttNG�,TC CAHPLY,WIIMT SKMWN':'1TC9.B2 OF.THE jTDRI BUILDING COM .,(C)TD-EXR5TING WOOD.FUME BUB.DIHO.SPRUCE PINE-FIR-SOUTH (G-0.36),DOUGtAS-F.W-SOUR4(0-0.46)OR t' .Y'BL<•G �. / ,t 1A1L11NI�NhHryt(� Qsp11hR POE dN',TXE STR7&•GTE`6LGNLYSk. _ `Fldlfii�'BtiiU7WD;COQE,(Noce 73'dyFr YoI=Ity Hurricane zone). soul HERN PINE 2!W c--0:5¢MIN. '*l,,A,�. 4€ (. -5j16 6.'TAPCCN,XL ANCHORS,AS a.RNDFMTllF,Efl:.BY-T[1ti EtM14DEX.HNC, a Y`". I'�. '• - ._. Oxa"tE.acon d!c ,�c46NdLf,:� artawn.ei: E k P. C,t)tMk1LWM E1dBE3l.1ENT'O'F-TAPCNTM XL ANA"HpFS:INTO THE WOOD'CIE UN[T SHALL BE 2 Tj<�Plirc„MCAI. <, .. 1HRFADED PENETRATION( .. MU .. + L„ I- � �' T /e NO.EMBEDMENT INTO nN"SH MATERIAL SHALL BE.CONSIDE.FED.AS PART OF THE REQUIRED EMBEDMENT. 44' ,T„ • - ;��, � 1�, .00�r : 'G:2J MIIYUM FLffiE DtSTutCE F..D,)OF TAPCON ANCHORS.INTO WOOD SHALL BE 2 1/4'.EDGE.DISTANCE!$ t .y7._..:.._..-�.�--' TuutTcs1LN0 ac,:,cHCDItLRtha:lrouvaYnt ' pGR NL) EIS S �Y{G' S' ANC. (( -p nt s ae Rex,a.x.,xa wacTo a s*>a a anw ."aaa&W,W?4,Tvu t alow . "8EVC'ND ANC FLASH MATTDTW.. .$j T ...=..:R r ,-� .-•vI .- 2U-D64 9a E Of Za'mot' a (= s1 aw-i FL sr .-• c wo .C,ti•1H CASE THAT PRECAST STONE,.PRECAST CONCRETE OR BRICK'=PANELS VENEER OR PAVERS BE FOUND ON! '� .� :.1� kr u-axAnla ^ ^�° M rA6 n1-eaw - N+atEY Mo'.UT y,cL... axw .nsmns 1+0 t..� hnT . SV.•Cf EMSTING•I-P ELS.WAu:OR FLOOR.ANL'f10Ru:SHALL DE LONG EtiOUGNt TO RICH THE INNN STRUCTURE t3EHEND , Fsj 1 ``*/S)CNATLTRejOATE: FLLf*A U.A aNs&T_, 'yi m i 1 #8 #9 #10 rrxr4 TSA y ee', .. #5 #6 �. #♦ '.:sar `rx1•-; a ..5ra r. tst` ,"�...: _ ors .. u nv+dix m tiF'�N1,,..'i xw -'.x"�.. #3 #4 �am �sas•y.��eer _.. : ±- ,.�pE!� a,.t�, v^t1 ,�: ._.!, .e,s:• .�" -� ! �" ) ."" C t rI._. �tTrP: a, _ EIIEitLTEffi113TtEEEEL r��, _ A F im• uF I_<1 r,I`E"" �. j.� g$.qa :g£ 9 x'fJ •... g tftt6e KFJ7`09xaD[E'19FACl:ss,•X' '�p _ 1 (¢(: t ,, ,.... .:F .n2fYlt"FEYfGidF4lIRCCIIi 9R s+ .. •,(&... gg' , .'F j..tis,.a' x`mot asa ps a r .cvs•� tR _._ nr a' ..,fj,jae^ 4ayx a�F*"- { "FIG?Nkt*tCat:irttr /E`iPn N.u2ttvr�q '� nm : '3: e? s r.t>' _,�• F E. t .4 ) — °�,,. '�'� Few € t s� q 5 { ,�+- aaim�ssrs>Evrawaarrr€rr� . ay"!xCY'CYt%iK1(o rrtpctacr�c 24 fS11�t�68iFk77'4 k mP� 11 STk t`ER F q 's sctttmaaaratatur « aura .. A)BnSE SLAT a-.�te trr x ... tz+.t r`--5 °•.-•-r'-.,us•.,,F �.xxi'.-, .. : r 47,771 _... arasm r ucav ra �tr nnsm2�axr , wn=: L �; uar�I fG�lit TAfF/4GS`MAkSCREWtBUSHING 'BUIL CJ ES DEE�lt1 - A xzvawToUitBm BF uiLbLbtmE C� e�sroDwunntruz a;: tzs sa w UM&'>•)C9ll✓>3A I;fx hEiL'N;EWt A btThfl5iti5 / m� t'�'�"' -e.oco _ ._' Case't1i11V33tt'6tT iCEtr�f.'trEa rtwu afu � _ ... _. cavnr aru AT UIL ig,TUBE ra w - ter as+f uz'-..r �.. �' era 8,�td�Ezvrltst� �cs�aEw' ail; t o {11. stE5 s41SrAIIfLSSFsct asSti.AiJcrbR,. i. � �• � � _. i _.. caw �� 54OAM B�Et�: (�TRAPPED ANCyLE' l� -d.kAULUON G1 W MULLION MULLiOk'' ��,`L4 HEi 7i IEdC kWE�f$t$F 31ttlGNCR �eon, x tt5r F WafAE A[tAMUMaaIaY �G lE.flx �..' CNeQ?+FSfY.. .. SCXtL 1KF` -aoasmALWWAFA.uor :.'.�u3ft-Tn-W3'1ttdlkPllax: soar-n ntaxattiCtoUDr •'euiE.19' r :.: - - ,r Lpffli'J+�&tl1LI'FHC L (lvon"tftgrt"4e:.xiC Avir.Eraoe Zore :xrui::rrt.r•'" stEl ee•r aencc:e'=r' jy��frud gig uAo, : , . �_.�• NcE+7��=I"fi ..:(Y,�y�{"}(_y/(y�' �1":�:_/�'/„K}.�,�' a+r:xeu wr;:r 1br�L'nFG mi»E,.L+_30..5ati9a.d..t YaTceAo�crtro Ir.Sc1 t G'mayJI f� 'sr}WRatlio fg 9:SfsnEtClnrISC 'Sx aI'V+ POSY 5 C COMPONENTS el%eWICVx6m No0. ... 3. _ +T ATE wn.r�`ti`•y:F r ✓=z ne6�o- s+im or as .,,..Fr; 'r,.hL/5@6bLRTVREjCa46 f tm�cn,ur y sites- 1 ! ao v-a... 2 .._. ... 3 s x,ftsl .rw xose tuy to y. rrrr1S I�f L VA 13 f 14 a 12 r� t 8 1 .'ut`7�1nGiE/END G�khFF'�'. . T �} W,��J,(EACK&l-OP)...M.t r F� X, , BOTTOM) �}T1'�," , { � .I�OUC51Nt".i{�� 4 SPRII+3 BRACKET OCTAGONALAXLE (66VER SECTION) �,, C� j 11z • / r e -ALUMINW SrRRTER sLaT ' ,:'iCl AI.ttItAINLV SiA7S 1 10 s BASE SLAT AL.UMINUM 12 TUBU 13 ►�lQTOR W01*7 " 14 SPRING'GEAR$:MOTOR BRACKtT BOLTS aav!� 15 I ttH ihi (BACK&TOP)FASTENERS a ,rts" 16 61H E RAIL:(MAI N 5BGt1bl}FA 17 kIOUSlNG(FRONT&BOTCOM�:FASTENERS:< Y ASSENT 18 €}FtFt1=NTION 8t�- �. 18 0CTAG0AlALAXLEF'ASTF.3!lERS ,. 20tOM OCTA CFTC 41 ". 22 GEAR PLt STiC OR 7AMAC GAS INC .�! 23 (1�#NERSAI:.Wfll-k Qi21VE$N/lFT` ,Zd 60fti1M OCTAGONAL:IDLER 66 . ' q. 25 IDIEa BfYAGKET Vtiltl I f BErRIIJGr' `4 BUX .:E1dC} bAP ASSEMBLY 1.COMPONENTS 0 i.�^ `��kt „iC' :•.. !�l �i A - ._. F tO tM �rPhI0Cy Hsone Z OA®I duWN V•R3Cn7DwC M.P.NA ... .: 1. <- .4, �`L►A'._..- ... Ka71Ptg�LtlKifa'SdiA as/al2ma [ y Pr+ V 1MC pbe�y�i e�/� Y I "+ T3F.lff-7CSTiNd I EN6IMEEAW6 o0up IY EXFEItT SHUi'tER.^, LRS14Ca If'y.•. QAiE eus sw inwzr�cr alvf: 20-064 iir s Yc" t frr�' r i, (rota a-m,1 PORT V.LUOt,.1L W94 $T�TE.p �.co rom Tuaaw (Am f+n1 ni c6w mum c w. ```�; .�Qr hCG1�14 ,• '� `SS!HATUREltaarE 'WR81ai;r idea aAlr.>a. snrtr 3 arsQ r E sox. 4tY/s Y sox ��v/s �Xflerrn> v/s i R ®ir/s Ai i — t END: CAR �:: t. _..END CAP END. CAP— END CAP- m...' _..... -SLATS _. SLATS. - -1SLATS MATS U15. S SU.._ ....... 3LaT5 a _ 0 6 0//8 B --- - _ stirs^ O ,;.._.�_. ..,.. 'sun ._._,....,_...._._ :A is — : .. (YP- En. ) ..-... YP 1:C T END) END' s ... - ..� �' '7LA 3 SUn NN A ¢ A (TXP) .t ,. ..�(TY }TD � w� to ten. -SLATS' > t I _• + / ,frff r %fr ff f:'ffF r�alex /fe . fi > G4s r N✓ ✓f'frr // 1 y a f/r xf f�rff l f/F c Sr0RL1 BAR PAC g YA - Yo4 SLAP FK7 z _ _• . •{SLT SLFtEUVtS QM.�*-HfETSa15 ON Mac SLAT SPAN Ja1,., W tE � Li° a T�ata �b�s �st�. ��sM mU=. ��+5> �,aTr ? s+E�cs.:"z 6� �?�t cc YcriENts raeMEwct�tu�i TYPt�s{� 5146L NIT EL�1AT10N._W! >. F �M 3 FOR. COMPOtdENI'�.FtOt+�ENC€hTU �'. OCIED '• C4,S£ 1. ;,tit{'iTEt(,NUGt}T EWAL CR W tNI.N 1,1-0,7�:PEttCABf.£TC1,IRSfrtIARDtd5 WHO .. STCRM BAR$, WI'"TCri,TlI..BAf(5 CA'v -,"GPM Et4R5&Rt4!(,4uii�t5 tl�+ Ck1tS tip (0) €iN'Trap}.StUil.SARI W/�?,$.AT9 AY TLW;iDLl,D'd+r,D�8Yt�2 �3 TffCR�VFtEk ALL , 'Ftr wAY ti SLAT y�+ali cc�s+sT oT r,Rt+.tivt`ts)auTs at'TtrAT 4aAT rsi Ts 1xE rdn,Anaiws sLAYs DOW. 8o4w Y sar Les CONS,UM UN?L LCTAL,sNUTT6?fVGWjS.aaMPLETfD,RarWW off.P SLAT gt!W. , ,1yCA9.r1Y)'BEt' tk}TTC415<✓$T( 41�Y'1 'kl'tTi.4't;UttETt's,tEss'�r` • SiiUPER;}>f1C7it LM,Et,R i{Ak f F A APP31CAti,[TCi+N3fNLLh i .., "IiAHS Atxrz�WJ Oft WJ¢Mt1tt1OlL W�`Ii1:tG41s5,LfJtGER TtIM! i't-0 �; � � � .. on IocitY Hurricane Zone)''t iN ttaxiDA sui�Nc�E(N F�gR:�v`s �{'{L '•i,,,; xozoR>Ecomc." ■�l�y/n +p� � �"+��n uwwa'er: ' .. (al:.tlkiAMl SNt1.L.,START 1Yf,¢t"S.A'F5 Afi_.T6F, bULi9WF57 8r 02„Q3�.., T#KREAf7Fft ALl:f'. P � �J•�r f,� Ei ix+➢7 ALP. Y -F W.Ar DCWq?EAcgi Sw;.,#;SRAi.L C01 4(ST CP I/tLi'FK(5)'SLATS,Cr T-wT' 4 •3�,- �CE $�c+ ,. `Ni+b9IR'PR4C'EL'E7RE.��3''F°siAhNG;SUtS 6Qi?KA'ARD .QW;ii ouT'tj:,iielL SE.;_:_M1 .. ... ...a.: ' CC#IIfN+IED.:1FStA..•.,yt�.StAT,-S.p'LALLFD. 6f'f6Tt' tt1 SiAtki1S9'fi..ECS�A:OCtit+`3[cdt t�jt5' t' uA7i• fair Musr ae•us�u rra c ?LEfE E TDrAL sKUFrER,tE EXP6RT'SNifM;SERVICES' INC.SiLUB-SC9TlNC.A GYNC�VINO COMP .. C J LCTYOLt Leo Ai„u ata.s W inU ti+Tlts uNlve ' ©- e .. f ... t"G'amao:�f -tii: Air ST WON Fc 74804•, DRO NWa No o'•, MAT,QF �� v anc ru eoaF run mzt aie>aro , . \ SEAi./S7GNATUFFE/DATE:, aot: as n-ew AN SNEEr. or za _ pi dT. +triJFyl4FttST - ' Na..-MULLION SPAC06 ... 1-1/10 OR,W-2/11 OR fCj'i QP or (SEE Sr-HEDULF. " ( Dr or `. W-3/12 OR W-4/13 . f Cii SHEETS 21 25 8 26) W 1/j o OR.W-2/1.1 OR Nat.SDRM"BAR SPAS t Max.MULLION SPACK d K 0 REAR j. -• E W 3".12 oR.W-4 93 --BOX` (SEE ScHEDIAE ON SHEET 22) f L"r-- (SEE R•V/9 i'�_.O(TYP5 ©Or 3 Or Q,ti / / a ON%nis 244 225&26) , f �� BOX SLATS { €' I i. SLATS d2 .9z ' `.'SLATS43 I I" SLATS. 1 T SLATS cmv 1 — — I y`SLATS �- - -_. -P 0M1m B4 SLATS. o ry i —rr- 1 t !f w a S5 SLATS SLATS" SLATS SLATS ( .�. x SLATS: ',. SLATS n A ,..—.i t t!1 (TYPJ I R g ! ! R B o ( / y. R/B.. i s R/$ R/ I R/or � . . _ _:- 'Q. (TYP. Ea. END) (TYP Ea. END) SLATS 7 R/B R/B -- ,'SCATS R/ It 1 _ i t tt ..... f j-- � ; ar L I' of I 1 t[ ? / L€ '/g ra r R�/B .L a R . _. CIO' sTATS AZATS f MA% S1CRM BAR SPATyNG...:---- t l W-1/1tf eR.W 2/fl6R E [� (SEE sHEtT ag y �M3.�12,LAT. 110 OR W 2/1,.TOP$ ,..,,,. ® T� O Max SLAT SPANMa>s. S,A1'5PAN' ( Flax SlA7 SPAM tlo% tLATYAJ 'SPAN+:', €-bdax SlA1hW (SEESCHEDULES ON :(SEE SCHEDULES C9d'.:.. (SEE SCHEDULES ON. - jsEt:SGHECVLES'%QfJ (SEE SCHmJIt "SkJ'' (;._EtHED'.ILS.ON SHEET'15), SHE£'15:.15"'& 16)`, SHEET 15) S:7 T°15) SHEETS 15&;}BJ; `3fiE T Is TYP1CAIw 6 SECUTIVE SINGLE UNFi I V�4TFQN - •' jYpEcltL Ct3NS,EC�IR,.IY��IGtE''Fst1VFT;ELE�tATION,*; '� - . W/ MULLION & W& STl7�ttr! BARS V�,/--MULLION &_.W f sT�i#��t I��kf#S NOTE: SEE SHEETS 2 -& 3 FOR'GOMPPNE3TfS NOMENCLATURE. NL27'c: SEE, SkEETS 2 &:3 FOR'COMPONENTS C�OMCNIC TPRE N:T:5_ - N.T.S. FIROGEDURE FOR S!T INB? L?ION GI N`A SHi(1'1'k-HEIGHT: * ;CASE 1: S14UTTER HEIGHT EQUAL OR LESS THAN it O Ad�PLICSt§E.E,TO'INSfALIATIONS W/o,50RM BARS.W/STORM BARS.OR W/.STORM BARS 4 Rtt)U,YJI`IS 104/HEIGHTS UP To 11�-a•. .(e)�'cLIRTAiN SHALL sTART W/#1 SLATS AT TOP, FOLICWED TtY."yt7 THEREAFTER ALL THE WAY DOWN.EACH.'SLAT r SHALL CONSIST OF FIVE(5)SLO ,C4'.it(aF. At.NUMBER-PROCEDURE FOR - ADDING SLATS DOWNWARD BELOW 11 SLAT"SHALL BE DOTJTWNUE EtNTN:'.T1TTAi.SHUTTER HEIGHT IS COMPLETED.'QUANTITY OF FINAL SLAT NUMBER 1NSTALf.ED BEFOK T§ifT10M SLATQMAY"VARY AYT1H rHUTTER'S HEIGHTi ��11�Uftf (b)BOTTOM SlATU9.ML}S'BE ALWAYS INSTALLED. L'SINC.tVDE (Nan gh..'Vc! cane 7:on i rf wetilljS' um DPAWN rr:a) k* CASE 2:_SHUTTER HEIGHT LARGER THAN 71'-O'APPLICA&TL'T.0,W31ALIAT)ON W/O STORM BAR'At�P C (y y Y.►. s MUI±IONS-W/HOGHTS LARGER hv�Al.tt'-6'. ... _ .n j �^ oc S /q/2gto j'� ity (o)CURTAIN SHALL START'W/$I 51-ATs AT TO?,FOLLC`�x'J d#Y+.()x AT3 ,•,,,THEREAF•TEft.ALL TFfEWAY,. FJ 44.1 LJ •--"�' ,..,� : 6iOs.V IIIC. 1 .......DATE DOWN. EACH SLAT SHALL CONS'ST OF FIVE(5 SLATS.,F`THAT SLAT•NUMBER,PROCEDURE FOR,` T� � •nwr rESTtrta.t;.ENalNEERe+c.COMPANv EXPERT;:rJF'IU�F�TER`�SERVICES INC.. -.. IT ax&x nn men.a,w.ns rrzu+r�J.r_:ufud 8D9 SLtY.AYN.RNgRf DRAVt ADDING SLATS DOWNWARD BELOW 11 VAT,SHALL BE CON17NUE WTIL #10 SLAT IS INSTALLED A t7t � ,r�i1� +K.ti a a, TatWJ,-JsJu•Ja:aasmn-fmi � .;POPT ST.IUC�.ii..a49Ei, � 20 064 j10 SLAT 1S INSTALLED,ADDITIONAL#10 SLATS MUST,B`'.uSED D GDUPLEIE THE TOTAL aH SPATE '^« _`"°A tu:°c°a°oL°°^' DRAWING 1% U {_f��J,' � S _G-aD08779 mj F4IG7 7(F.9/SE:ML LTJ eDl-M9G. HEIGHT. 'LCAg 4aT'w U}Jr.P.E. M 167�CO L a°tlA dn�-p''Ms' '' �.•w' '°" SHEET 5 X 26 (li)BOTTOM SlA7©MUST BE ALWAYS INSTALLED. .... N .tS'c, •• -.,� .. POCKED 6/16'6 TAPCONS XL'W/2'1/4'Min. _. I xi■/BoR a xt/8 ,;i/a`RMs/i'rfw BUILDEX TEH SCREM 5/16'0 TAPCONS XI.W/.- COhCIXETE - EMBEDMENT g 'OO..D060"GALV. ALUMIhLM TUBE / Q.D x0.060 GALVANIZED STEEL. 2 1/4-Min..EMBEDMENT 1 REO O STEEL.WASHER 0 24'°;c. F 14 WA 1EW 0.24'°a & 1'O.DxO 060 CALV. ( f .. i •',t �'/ / La. S/16'e.TAPCOMS XL W„ STEEL WASHER 9 24" /F 2 1 Ji'Min. Et16EDitE"i; %'M• -'may POURED CONCRIrw ... f POURED CONCRETG. p" -'' / S F6 � I- 'I OR GROUT FILLED_ •fCr :•{. CONCRETE tiL".GK,; I P !. CONCRETE BLOCK ""a -. ,,. $ 7 _` ��,P i. WALL.Rc0U1Rmt7 WALL REQUIRED. - . 1 EDGE OL r 14 �a 1 " EDC OF 4 OPENING EXISTING �^� CPEE�XNS MG Y l:✓ Jf � I gg rid fk EXISTING a GLASS—" GLASS-—i CLASS-�'�i11 3 (BEYOND) '(BEYOND) (BEYOND) Ii. � F :" ��- ', "•` J�; .3 U SEE ANCHOR yy - 1 pp r SEE ANCHOR ° ��' ( l _�+. SCHEDULES ON § E P s= - SCHl7)UtES ON 'SEE'ANCHOR �s 1EETS i6, t7 SHEETS is, 17 - '-; SCHEDULES ON - {T: ,� { . C 0 k 18 0 HETTS:16, 17 FF t�+, A o'o' 176 Min. SEPARATION . Min. SEPARATION 1 Min:SEPARATION �G1 1 TO'CLASS ✓f_.__,,,ar dR TO GLASS, u TO GLASS, j ..... (� s (SEE saErnnFs � (SEE sLTSEnutEs F.lQEA10(i (sue¢HmufEs s3 ON SHEET 1s). ON SHEET 15)' =:. .,e- 3•: ye 0/8 .. t POURED j! OR RM-c:mmac G - p a 0$CROitt, .CON!`REJE�i .OG(C G POURED CONCRETE r,+I``-. t- t0l:CRETtr SLOM 'WALL REOUTRM - d' !; OR GROUT'FIUXO %dL,L R£�iLfl1'IS y ° j% CONCRETE BLOCK WALL REQUIRED.. E6GE OF, FJ3fiE-e7t'h OPENtNC L t 1 ! 1 pP1Nb +. .-(' ✓a :, 1� )—s us ab G , L �2 tf1B a -� ,. ,, s ,� ro ,:,""^✓ "'"" N1N l:.D f 2 K4 ikDA62�,vtr.11T:,? 1j25T>tM a a'xCmTT:Alu� /r o v GcaEzE ! ' h :; „ l €` ' fig . :ria.� e`i.: .. .. 1 AttGLE W%sJ't6 P TAPCi}NS XL w '�, .. TG a1 S 1iL,1Y/ 6/e°'fAr±C.GblS Y.L.�Yt. 2 1/�i df n EMB}�4;.1€S G 24-°.c. 1'�3 kal f4�n. REO�O:-...'- - � B i/+ N':>'' ABEOMENr !aura..Asw�€ FLOORtCE[LINt3 lTRAPPEd MOtlNT1NG., [Yblfi - ;WALLMOLIWING:-,::: f3UIL taOl1NTING SECT#O.NS YY Y 11 mot{ ?fen ;�d/ vs�za+Hutto ' �p' _ du dl Pl@FDDA BUtIhMTri,I CO Paloeity Huns e) IN5TALLATt#ONy DETAIuk LS. -0N EXISTING., P:OU , cFr�; :.. - 8aQ(:1gJLL:RsrSgstem 08�oireta CONCRETE OR GROUT FIL-LED CELL' C0Nt 2E�� 416 — � ��. ��t�,�, 1 sour•mnAo"'�a—:axo—Lis�tenwa coMs aea ,'c. �4iU {C£ INC BLOCK RU#LDlNG5 *` ,-r '- , ., { �, � �+' tgo 0 li 20-064 o $TaT .fir '7 SCALE 'L ..a.¢: .��pF C p�4 �� .E'stitJe cNatTmE/DarE: r o vx- a,� serET a .°r z° war: -rust,rue L�• -aiia- .- 1t1htnlyitiTlltl4 ,. wn . Mf MO WOOD 1RU53f. iWTKt(k: � 5/Ia'P TAPCONS XL W/ 7/1frO TAPCONS XI:W/ TRUSSES OR RMEP� : � .7 !0w3 4 RW BUI D£X /a'lYtn.PENE1RATiON 12 I j2 Wim PF1demilCN 1 1 I/8 OR 1 4 a ':r1W BUIit1F.x -T 74i CCi 7 ;'ice.samn W/ It i"0D.X60coo ala. TfRt w uutnN EX7STNG`NOOO J GALV, a�NG y�D S ,w 2 X1/7! s 1 0 D=DD80'tiALYAidZED UU �l 0 D 0 O80 OALVMIIZ�•T- f "RU:SES OR JN6TEa. q SiEFL WASHFR'O 7a'ae ("-IRUSSES OR RAPER. F TtTI ASNER a 2a'ae. _ AtUWNt/N Tll[R:� SiCa7-'rUShCH�a 24• STEEL WASHER a:.. r.—. ? .�_'✓ i. - J .r - s/Te'o T, x s xL s 5/I6 TAPcoit_ ttz w/2) 2'avert W'�.Ty2Rt=ru7tGn .✓ gyp,: ,. ..._,_._. "�„ a Ye �..,.' - a 24'a c (2) .4'OR _. f (2)Yxa`OR j: �...; . - I 2=0'CON ;Nr.RLkT a22'X4 2 8'COM. WOOD HE.A UOERR WOOD-HEADER WOOD REAM REOi7RCDREQUIRED -0�� " REQUIRED -` r-7A lv emu-:- � X—•`e 4 � . ., t ,�yEEaCE. 7. N EDGE.OC' . ELSE O ',: ET7ES CE./ ?:.tl �,. -M .. OEM ")'• ! {(!} OPc"REiG r iOP£.NRiC o E usnNc Damuk EMS-NG ! i t ; CLASS IB(orrwo al (2)z'.a ari r2 2.I �(2)2'.4'ORN sra2Asconk' ' accnTS' tt tsous wUv SNA wow STUDsac a Wt „( »t , ,. SKIT 2G)O.o.uax. uax.boocT+.c� _ �. REQ SEE SHEET - -S£f.H1CN0R5 E^�T) T SEPAR4TION' - .y.: Y' - (SEE SHFET 2O} Q p) f ; s it [itiN E.c 21 0 4 T tt N S05A.li aV iF9 s} $�$ E (2)�2'=4'OR utftDRs. C 'sea a4rJte€Ls'. T 1 t t.- E .: Z € StitE.tiEE. t P ti ti Zr (z)r=E Y i;T a; sDNFEA of �a er, S :r f 4 csE sNCET zT ) 7 a , aNT.Wow srRYr xT { STUD a I s r OYEtNNG i £, t § ,ram �` ) - - : i )- oC.AfAz t k E S tF11; _ a''.:, A.v,.-E„ T ,SEC'ANCNORs "scWZHEFT E� U T/Y'af t/x•X0,D6" (SCE SHEET -=CDNT,ALLNL ANME - 20} 0h SNEF.T 2t _ ` a/Tsv TArcaxs c r is! 1 ,i T l c 4 wjto rnrts xi Y �s x tee* 0�8 1� 0/6. t>(E R E _ ?t Zl X ear.2Tiav a t� �v Y ,pwly 6a3 @ Zs•a ! I.z':4'OR 21a- ,:, R!s�EI 2'=L'oR z'.e t j( ..' hx1,L rra i 2Si4`6R 2 xa. i 1 } g s y� g z I I.� ! '. /8XI5�xIG WOOD'� g 3 CDNT.WOOD. - ,. !: :.e, DaSTW.WOOD YE<�1 GONt.;wWO 6OTTTNJ•M.xTC DECK BDITOL FLA71: (Ct:i(OR'. TTiY.M IhATE C :Ek.xTR+•'iCD;3D(.. BLiitilA/t3ATE ECJi 0R `i'�Y COttcRETE'SL REOLIRfO "`'i:, i jCONCDETE si/f3 .. 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SEE SdtED$S 6N GRG 3T ittLEII.— S14EM MA ) ! lxxca,:Yti 1p ckw- CGNCftM u}ff,:'TS 17$18): BIDCaC � ,/ n75G • ? .. .� i. � \ ,;. IX \,' ✓ .o ae n4E si4 3d5 �✓� CRE i # Year A t� rnt tfa';SUF r Eas /a 'ifs sD t Rg 4 6. ifz ,/a m d o OR tj..d'UP t .6R f$'3t.iN' ('D� _ ..f/Y i%i•.- FE11 'FA�S4R T ('W,ALIS:, SECTION: STORM BARS m qa tJs sum. \� � ZBAP ED.t� �BUILO�=QUT�K0UNT _ SCTION `P-P (PLAN J SECTIONS '6 O :(PLAN} .BiJlt�� 1�DUNT- tClCL 3 t6 INSTALLATION DETAILS INTO EXISTING`P.OURED'C0NCRETE O.R GROUT�FILLED'CONCt2ETE'BLOGI4BUILDINGS' AV li ;0 40 ;04 ri:r.. G'9 n y:SECTION 6 G: (PLAN) � !jx t/•t .. if7";.,ja- �i �� ^tj2 tld '_ .ORIENTATIt'�::�t ou;_tra-cw cx'vu stm Z Drr tfe s s CDs ua tla a a.. cR;,fe sti _ p i6tltl t LtOUNT a?iD i uLUDN SE . - ECTIQN 0= (PLA11� S TION R- ( 1 SECTION.R": R' CPCAN} tF#t' ORiEtdTATION 1 ORIENTATION 2 ORIENTATI'" 1^&. 2 :.ORIENTATION 2 °mil WAU:°MOUNT ENDUltlOir `FALL MOUNT'ENDUllit?N WAIl:-AMOUNT 1NTEOR:fAlLlOH. . TRAPPED'MIOUNTE:INTERIR:tAULLiON;.. ^T x ' ..r LS:lNTO lNSTALLAT16 DETAI MULLIONS G Gi G2 f ..,fZ �= ) ✓ ... s •a .CiR iJ8 SC1P'. t�T Ef$ Skate; (z) xa'OR r ,. (SEE §HEEr�n} , (S[t SCatYOUEI , i G? •: d !L, y 6t1.R *T.t)_ t ALTERbtATNT TO F A. 7x6 SUD ez to ati.>x MN, y/2 T/l4:m 20x3f4r SS'`MS `? t. (SEE SHEETS) 1 3 tSEE i , .. h1U7115.,! �0' �r �+'tPLAN} PLYWOOtD ' v. #-• S MIN 1/i L .. $ Ft3R;Tk,RS CaNrdE i1(5P7 NTATION. t 2 _.. _ NFE� �PLYWOC% ; -.-. t-...._.W._ .....___s i ...,.-. ' ,.. _ a �lAi.l.:MDUPiT END'14 1 tDR MUU;lQFi OR m d'O.C. �, t1 iii�y Loudc cooE(ncn 8yit'vacdity:`I3u�cDn�;2oFe) q 'GR If$ e31P 4 ,� .`r\�. �-�I�... 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IF•APPtlOABLE 5'mfn Hoar a[q'0 '��y ... .. i 2 Mui ED.r-- r- 1/2 Mti7.eD�.1:-FaR.3/&'Ss cox uv ANCHORS �.��`��'(. x;.- exgxo'atrro ato }�� -3 Tf8 Mtn ED Sa-^^^,3 �• ; . -+- -FOR t/47e soup-sE3Y ] D ,din EE—FCR 3/8'0 WK 6NT T2Min ED c ED. V. L17Sfi��aKetS�tfem 0s)au/r».. :0 .. t/B airs:,ED. 1--FOR..s/.16'VTaPCDN xL ANcrs0� tJo.441:67 '"` � +, *:..C,O-dye �... EXPERT'=SHUITER:.SERVICIrS INC. Tf1.Ui,TE41fN6 4 EkGINEERtNC COMPANY;: .. ss:cat i.Gt6_S.W.WteN+iaitE 04rC 20-064 . .... *. * T�rerY+ tbxi.rm�:(voslsn-IssT. .; FLOOR TO CEILING 1 TRAPPED AND:WkCMOLiNTING:STORM BAR (K), o'• STATE OFSSwtl SEGTi(3N$V:. %�O' FC O R l64 �� aL ER A CT tUt .rr G� ... anxr s'Or SB "---------` ��Aiy'r ..,....'V` �,�.`E. SELL`/_CNA76.Rt/iJA`fEt tttaRt'ak tk.9 sate7- "'" .a x.. !flttit11t111t111Ntt `'-.. .. Min.E.D_..._._;....__...,�.-.----'?"Min. E.D.-------F:OR(1.):3/4-0-K*iK DOLT'2Z EXPANSION I ANCHORS®END AND INIERICR MULLIONS —. ... .I �. 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C[}. a A€um ANGLE'EA. t SPAN COVERED BY SCHEDULE Ii FOR INSIAUATIM CASES 1,k&H ON SHEET IF.PPLIC.DIE i t4 j iF�PUC!$!E r7_1 THRU BOLTS 1/2"6. r '� - 3� 25. TO MULuoN�1 (LURED LOAD..tlULL{ON SPACING bND�fH&(STALLATtON}:. .. .. ♦ ,.\` ' 1t BG e• f\ \\ +`:. �.- I I t 8'L4U Off 1•-RESIDENTIAL AND COMMERCIAL APPLICATIONS IM t60.6 d I i p�.f.MA%ftR}M AS.Q.:OESIGTT PRESSURE RATING,.. 1 c _ _ I t 1 -0'fAt%fUUM NU(L)O.Y SPACING. I 1 ( / ) I i 1r' s .scilEs B7&12 FOR ADDITIONAL seas. '". _...POURED CONCRETE 3'x3'xt 4'x0 8' (T'c 3 W Min., 6061-T6 ALLOY •FjMOR i SEE SCHEDULE 1;, A)um.ANCIC FA. SIDE G i'— U11 PWVJAIGN Olg 5�-RESDFNML AtED..CONMERCY1lr APPUGAl10N W/38D.8.ys.f. ti IV/ (2) .t/2 0 THRURi NUM AS.D.DESIGN PRESSURE RATIRG,8'-C" g BOLTS TO MULLION(G) WIMMUM WUWON SPACING. SEE SCHEDULES 11&12 FOR ADDff*N 'SPECS. ALTERNATIVE SECTION X1-X1 WI'• * ". MR19tti of tt-COMMUM APwcnlwN:FOR±100.0 W.uNOMit kS.D.. CLASS .. - I/E' DESIGN FiESSUUR£:RATw.8'-O'S#AXIMIRI MULLION ... . 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"{"•` •N a Irll9.SLR9;, - .. --..YET-mCE SEE I.C71E$LILE.. i... 1 1/2--.; a„ -_-( •: ' ,.�..�' ANCHOR TYPE c SYLP.'(Trn TOP F W711)1. RI�R�A�NDa DR ALTERNATIVE SECTION X1 X1 FLOOR'TO CEILING/TRAPPEDMOIWNd M(I10N8(.G)OR 6 /B � �"scrzFw S/CP Tgm fA57ETi R z 1/2 7 1/Y to ik II SECTIONSW-I �4"x8' INTERIOR AND END WWON ONLY Wf OR1ENiAIiON 1} .. .. - COVE(lion$'qh le,loaty•IIurricane Zone) `�� Ii�Ifi►llf��riA, csraD taT�».ticc C"Au er: it7flDua�t•N° APPLICABLE-TO AILIMI TEI}L Q DPNilllltflN SPAN AIdD MULLINONALLATIQN .�� ... �•,; ��. �Z1>�I�ItIS. 0 SPACING IN � ', r gam �\ Roll[ngS6ccors�sleTi os/�za2e SCA,E`.1/e- t' = Id0:.4 167 �1 TaLtT 1 nNc r, cn�cewINC COMPANY EXPERT'SF1C}TTEII': ESfVICES INC.. 20 064 *. FL f nxs x (yy'wnw � '.+'�ias �iAM( it'NRLwRE BkiVE Pat"wro� SIDE RAIL AND BOX NOT *: # °"'° Lx°"4°¢}'°° N 1 t x ��• m(AvnNn x> • — F nF Q. CR 0eQL715 t�0 ra C .. +.a STATE,.. r,roxC J*in-msa. frr17 nr,-mw I SHOWN fOR CLARITY �' ioa 'Li u}ei — C�fi � �y��`z•, SEAL/SIGNATURE/PAIE •x:N,K« - n , sx[cT lnaoT'ze L EDGE IF APPLICABLE'-,, aLtUt.l.fON DEP.i}izt/8'Cont. - .� �. ALU4,.TUBE(TOP&BDrraM) Wf i/400/47 troy eUlLesx Tfx scaevs S/16c TAPCONEi XL W/ 2 1/4' ✓'" 1a' f W/ 1"O.D.0,060'GALVANIZED STEEL Mtti.E.D, 2 1/6- \�; 'Wi, EMBEDMENT O 24" ac. f WASHER'0 24'ax. I .f ..., ,._..� 1 1.I z'c— .. t 1/2'_...... t _ • i -° "" �• I EDGE Ir APPLiCR&LE i f > -I, C0.�li1NU0LISS POURED- 44. E \.�/ ' 13/4•Min,E.D. 'T" 4 � EDGE IF APPUCABL� f0_ �" CONCRETE(rc=3 Im M,) 8"Min.THICK REO Q r -- I i 7 3/4-M n. E 0. 2" y---- _..---' I ENO CAP \.\_. �. Al POURED CONCRETEc RED CONCRETE (f`a =�3 ksi Min) POURED Min. E.D. \: ED E0.4,;. I B" Min. THICK,REQ D (Vc — &,ksi Min:) .. \. 4"EIMERN a` \ lx. \' 4 ' 8" Mm, THICK REO'D.WERMIR e r v o',a•y��ni,. Q/8 or aii cE I .Q/ •= � Z��.\ nu ) 7 / .` 7 3/4"?Mm. EOi or R/8 or R/ or � � —2 '.CW_._x.. 3�E' (6D61-1s ALLOY) a'xa•3/a (sDst—Ts ALLO) R/$ um:RNGLF.E4 SIDE, ,EOGE IF APRttCABLE� Alum.ANCI.F.EA.SIDE'.', EDGE IF APPLICABLE. It 1 6 Mrmc ' M n. (Wnll MOUNTED sHovit�,M .ae SECTION X2 X2 U7lfGrE)R }*,. : ALTERNATIVE SECTION X2 X21M1 ,OR * class �ALSO )NSTALLED TRAPPED Mt t1f61ES3 PER SECTION R'—R' ON SHEC7 8.�'z jEND $t INTERlQEt EhUL(IONS i Nnl �C II�T RI' 61ULLI tN ) •.ED t 1/2"x1 i s°xD.os2'xcoNr. ALUM:. p.` f ��"►6 or d"z8), 7,�/4 __._. nNCLE W/ 1/4"Ox3/4' ITW euELo�>c:: krcv E p t TEK'SCREWS 0 24°ox. TO TUBE' , • r ...fit tJ2 f NQT SHOWN FOR CWITV F: ?" CONi3 Z POURED CXMiC fSE(f'c=.3 oe Efin.} 7- tD I 8"M5h fihCK RER'D. I X2 a { s X29 .2 NJ/4 a,_ f !i a"x4'x3/9"x0'-10'{EOB Y—T6 ALLOY)Alum.AnCLE N3N :EOMCA,SIDE W/(2)3/4"o THRU BOLTS TO 41UWONh ' & (2)3/4'0 KMK BOLT TZ EXPANSION ANCfK1R - a° W/5"Min, EMBEDMENT TO POURED CONGR WALL MOUNTINGMULLIONS EIE�` R}p .` FLOR DA'.HtlilDlNC ClJDF(�Nian irp6iV.octly Burricane,Zola) _D^'u'F'ADP41CAi:E. WALL.(TYP. TOP &BOTTOM); / I� 6xoo='T.}]ECo Inc i R�.# `� . Tvi, oxAtl esi G�OR < \ * it .Bctt�"t Its" s os�e%sxa 'POUREDC NCRETE WALL (94 � aAtc ✓ RCStika..A1:•NayNS4RING COMPANY E7(PERF:SHUTT &ERYICES-;INC. SECTION Vt62; k i ak k'�i p, °a ur°+st"�m."r"m`"r`"m°f v,ss a 6nc s sM:.WytrtuoRF D ttVF•._... " " Ito`s`"`�` "` 20-064 nmr Ito) mEND&INTERIOR WALL MOUNTED MULLION INSTALLATION `A7EC h$ 11"w0a . SCALE:,I/B' VATER urtur.Pz sNUT 11 ar48 -.. .. ,....1/4 0.Z/4'RPJ:BDILDEx TEK SCREWS .. 'EDGE IF APPU - .. .... - '. 2 wul;,;faM CCFiFI!slJ9 OOnt; W I-O.D.40060-GALVANIZED STEEL CABEE� EDGE IF AP LICABLE-. N /' WASHER ®24'O.C. .. _ .. . , e ALUM TLBE ITCP A�BOTTOM) WJ � 7 `J\ >�\ �\ J J ! EDGE IF APPLICABLE t n, ED. I 2 i 2T 5j16 a TAPCON5 KL 1V 2 I 4 7 /2' M � { 7 i]2"- Min. E.D A thin E'MBEDMEM ri'ga Otr "� � _ 2\A i MIN:..E.D. C _�__.— i. 1 POURED CONCRETE \ - t _. .._ R , 3 1%2 (; / (f':c = 3 ksi CONCRETE 4. (f'c 3 ksiM �# POURED CON 6" Min THICKNESS OR 16" Min. THICKNESS I REQ'D. \, r. - >.W. � `t" - - REO'D. , 3 V/4 I \ 4'ExIE1ZlaR I 4 f , A. 2- Of ! [. _ CONTINUOUS POURED 3_,E•,ro CAP 7 1J2 CONCRETE(tic=a ta3 Min}.) \ ( 7 1/2 Jilin_ i n M ED. $ 7 M 6 M n.THICKNESS M 1/2" , E.D. _i z REO D. ! i > a4 xd xl/4 _ �4'z4',1 4' 6061-T6 AU.OY) o I. (80§t-`b ALCDY) T Nuro:ANGLE EA. SIDE:. € \ 1O _r� EDGE IE APPLICABLE SIDE. EDGE IF APPL;CA&t:El ALTERNATIVE SECTION X2 . VU!tGj'.OR�G * ALTERNATIVE.SECTION X2=X2 Wl INTERIOR U 0 ) QENP. & INTERIOR MULLIONS_) a ii I I W ORIENT 1 ON ° 2 I Lw! ORIENTATION 1 T` ti Q/8 or (4x6" ar 9 x$°, (8 i 4") R/8 or { R/8lor, fq RF/8 �SEI h14XJMIJIV©(INTERIOR) &'Q(END & INTERIOR) WALL n 1 x t ) MOUNTED MULLJONS SP&N COVERED. W SCHEDU E 2b*�FOR (WALL MQU�ICEO'S7€U i a M i INSTAi 00, CASE`S Y'.& YI' ON. SHEET 25 ex snnc'u M F fJ)BE ALSO INSTALI:ED,TWOPEA fAfil++HIED PER SECTtOPt.R (LiMf(EO LORG1 :MIRLtOtidJNG AND SPAN INSTAILA�'iOh}x II Qh7;'SHEET 8 PESIOENTIAL AND COMMbiC.tAl.�- \ � 2 t/2' _ $ AFPL[CATIONS WITH.t6Q 6 p s:P. M,n. ED _ i t 1 `f j2 xI f12 xU G52"`I+CQNT 83.ttk}„ •MAXI+.4lJM A:8 D. DESIGN PRFSSORE I.;; .. t/2" ;k nticLr try. i/a°mzsla' ITW RATING I2'=0' MAX[Mu¢ t�uuj;aN MIN E:D; SPACING. VALID FOR CONNCCTfON T ' CONCRETE SN HILTI INC HUS {.OR 1— - -1 ---- - `POWER, FASTENERS WEDGIL40OLT; . . •ANCHORS'. ® a i%z' a,tla c X2 ,I 1 X , INSTAIEi4TtON CASE'IY' COMMERCIAL APPLICATION 00�,�Itl00 �AA,cIVQM,A S D DESIGN,•PRESSURE. RATING $ ti /soTf%€D MAXIIMl1M,MULLI(}N SPATI(kG. VALID FOR CONNE,TICP .•tf) COF INUOUS POt#T0 ` CQ4CEiETE Y't kILT1 INCcJKWIK BOLT TZ ANCHOR:= #a#x�j4.tO 6'(€SCt61-76 Ali6Yj,;At art+ ANG4..� '•. M& E.D. CO NCRRETE(f c 3 s y-, L73 ,£A.EtIaE, r -jz) E j2 ;THkU,D lTS Fly MUU:I7N " i' h4ru) 6"'Min 'jE$ s ' &(2) fi?."m KWM BOL7 TZ VT NSIQR WHpR y _ . 3 t j4 More EMBEDLi vt Tay,FouREE Dar;�RsrE SIDE RAIL ID NOT SHOWN'i0R"CLARITY {IYP TOP'S'HOTTOM). .. �1 J`F' EDGE IF APPLICA3LE �V,� t� Y/�4 FLORrA;oUILOINC CEDE{kien H8r>4elocity Hii'incane Zone) WALL MOUNTING RAilLLlCINB I O[OR � Y3 6wv i ri,' poulx�Cc�TETEWALL 11� 11� �aFN�g■ �aCC '��c'�e6� �,��`�'� �Rir`•�w'C �I kN Sh¢thtzSgsrSm � as/e/2¢m QEND&INTERIOR WALL UNTED MULLION INSTALLAT1t N 'u� '�`�— �V—� 7E�E 11�S11Na�tNuXUV4Nr COMPANY EXPEIr�.:stac�TTMtERVICE&►wC. °�" ..J;.. R'EO Y xa...iNs resew n.asfw cda 9.'M1.wwtub B q ... tm .«�,.«.,c°m. uv PM� ZL� 1. 20-064 APPLICABLE TO A LIMftbrLOAD MULLl0N SPAN AND MULLION SPACING L' T{C)AtS �.,,`� s Omn. dreaGecLcom a €� �°° •�►�1R�3 arN miles. MAWW NO . •,ScaLE.Lj6" T'; - ...: �'/��'.e1/� i� s p:E sEaa.Js;cuATUFtEJD,ktE` wR'r 71.`u`!t4isi' "` - `AMIIAOf28 ........._» ..-..._ i .._s'OR(1) 3/4'C KV,7K'BOLT EXPANWN - N• Min. E.D._"- 9'Min. ED:—__: .69CHORS 0 END MU'L11ON� J"z3'x1/2'x0'-4• I. (URfENTATIONS Jt it Nz). (rbel-T6 ALLOY)Aium. t t12^ ANGLE EA SIDE Yf/(2) 1: .FOit(2) 3/4"0 KV.9K BOLT TZ FJ`(DJRSION 3/4"0 THRU BOLTS TO ._..----x`Min. E.D.- .•--'9"Min. EA_- AN04ORS 4 WERECR MULLION(a ;f i. (Ol ENTATFCN $2). MULLION & XPANSJON E _ K7tnK,BtlL TZ.EXPANSIOtJ E ANCHCR W/6'Min.. E �€ E EDGE 9f'St'AO EMBEDMENT' CO POURED a �I . I�AFr"I.1c,19LE t tt i E 1 E tiilp'-7 IF A°F°JGfBt.f COhrGRm(Typ.TOp'& I I i ` f /' FY r DOTTOM); ;� 7" EXTFSWR _ f� / POURED'CONCRETE (f"a 3 AEi Min.) I! 3• .. r _.i ._ I I W.Min.THICK REO'D.. EXISTING-'•-!j .'-'4^-__...�, GLASS. T SECTION)X3 M WI 2j u an. G21 (ENd � I�GN 4�LY� t/2° u N (5Rt TUITION1 /z t rt N _Hg '..x4ai �N :Ql'/8 4 o ^ s It iGf f I '7S tI2" ?t3 li I X3 7 r 3 a xf °`QED * (Gcst rFatf*' g ) i (li^e..T[2jgDTIOY}f I�. (7ri'.IOPt:1} 3 x;3'�xc'2;z0 7 •(80$t TC s�s.7,.i5Y _. `R S tE 1:�.r M 4GL E v° .. 'i4ltta'fiOc75 7t3 Rti) .'(.y'D* '+6 A,''IeTKY7'i* E; T BC E}+f'AYrN': �i �." � :pOUREU CONCRETE (t)3/4.0 KY4tK✓ t„T"Z' t;.ts"1 A{ . (f'c= 3 W Min.) #3C3it1?(`fi/G fd;+7ti Ef16c76t iE 3+;. K ^31R W� M'=tv-rM't I>$tEN�'-Tc7 (-S. 't"€kn FTF(!YP 8 Min: THICK REC'D. FOISStE75''CONCRE?E (lyt: 7C'.F Q .. ):_ r"11TLIM} Pil 73M- f ICki tdt�llt.f k ONLY,, -}C .i. :�...�. .....,..... .....:. .�.,> .EDGE OF 4tAU( t I ifs IE�.:CrStA6 ALTr=RNATi E�Std:'nONS X 3 WI C. Ley c i It:A912N A 2t E� _ IF AFDLIG o-E' _.. ;IF APPu�-A6LE 314'0 KWIK BOLT.T7.E f'�J�SICN I---•9"Min.E.G.---IAFiCHCR5 INTERIOR MtiLLEON�' -BOX NOT SNOWpi FOR` I i (ORIENiATEUN-�2). Min. E:D,°--.........._.�:�_. 9"Min. E:D.� .."".FCR (1) 3/4"0 KWIK BCLT ��( ltJxr. .. Ftoka�SUILDING CDi}E. on Sigh Palocily IIurrtcane'7xu+e). i! ClAR17Y ANCHORS 9 END MUI Lt�id . � att�wti Bvs (ORIENTATIONS #? & 2i:�` �. ✓ y` - c rao.tx`rt-*+uc, :tea? L�GE�tg l liFa dtizil'' f Mv- FLOOR'Tb GELLING%TRA.PEED MOUNTING:,MULLION 4416 1..: t satt sal: t, as�J 3 r SECTION W-3. * EXPERT SHUfTf .:SCRY INC .,.. �r 7L 71n4 6 S.+srt tE.T,J42nD CDMPAN7 FL WW t $w Im'M"''"'r,,v,a, a -BSSR tY Yelt'*EtCs7C DRtYL ZCI-U6d * y"-6 ATE(;F •C ffW� r, w.mrF.fa�T us-wUforyrwr51 (»ASS9tI-aeza END&INTERIORTRAPPED MOUNTED MULLION INSTALLATION .sG Ft�Rta ajc xa C xur ,F a. l suvcr to m SCALE.: Ij6'-: t" ''��/ t5'YS,•, ,J'!~E rA1/11^hATt At D.tiTC' t. tA 1.c. ri f Ft...., 0SEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS' SPAN I' hen EW, !din. E.C. COVERED 8Y SCHEDULE lb` FOR INSTALLATION CASES 1. la & II I EDGE.OF SLAB r w(SEE SC}EDLLE.01) (SE'SCHEDULE pi)'}EDGE Cl - O N SHEET 25_. F APPLiCtPtE 5 1.z , I IF A rWLE (LIMITED LOAD,, MULLION SPACING AND SPAN INSTALLATION):' /� /r'/ IMSTA AmCN CASE:I. - RESIDENTIAL AND COMMERCIAL APPLICATIONS ' E'r i.-•{ WITH: t60.8 lks.f. MAXIMUM A.S.D. DESIGN 3'x3'xt/4"x0 7 1' 1' PRESSURE RATING, 12'-O" MAXIMUM 5F....pnuREo CONCRETE (6081-T6 aLIA�) "�.., 5. '`;...�. MULLION SPACING. '.�. i I ; (t'e e'3-k:i 1fin.). An,m.AWA. EA SIDE I 5 ! SEE SCHEDULE t FOR ADDTIONAL SPECS. } SEE SCHEDULE 8T w/ (2} 1/2'm Tr+Ru hh 3, ,I 60LT5 TO MULUON I. WSiALIArl0N CASE'la - RESIDENTIAL AND COMMERCIAL APPLICATION I !1 2w W/ *60.8 p s fi MAXIMUM A:S.D. DESIGN PRESSURE RATING. 'B'-0" MAXIMUM: MULLION GLASS, y....a Y SPACING. f' lG3J I V2 SEE SCHEDULE #1 FOP. ADDITIONAL SPECS. mift T.z. ara, @bTA11ATtON CASE 11 - COMMERCIAL APPLICATION FOR ±100:0 s f MAXIMUM A.S.D. DESIGN PRESSURE RATING j N i I fiXTERIOR 4),ANCHORS ` B M 0" MAXIMUM MULLION SPACING. SEE (SEE SCHEOUtE.#t) . __v.. SCHEDULE 1 F.OP..ARDRIONAL. SPECS. z .._ .. , .._ SECTION X3-X3 W/(G ALTERNATIVE _. , JORIENTATION 2): SCHEDULE #11 1 (2 x7" INTE (0$ MULLION ONLY) MIN. s B MIN. EDGE' i f. .`� ._ ... • ., - 'ANCHOR TYPE,✓# SIZE MIN kNCNOR... a o 3 8 0,kod,.LNC US H.- N-w F INSTALLATION THICKNESSDISTANCE FOR N CASES TYP TOP &BOTTOM) EMBEDMENT J w ! SIUIE FOR CLARITY ANC! BOX NOT SHOWN REO D. .. ,.! H ANCHOR n a /ti d PQ-* t 6A51ENER � ® I tYtbGE HOtT At{C4IOR ` y X3 e ' a i/2r0 HtLT)ff1{¢fcWtTa- p (TrP:t0a/mom)ii. (TV,TO�aa) .la, r. LT TZ,_..• 2 1 j2" 5 1/2` n j ! POURED CONCRETE D b filOiT TEtL'Ti-INC; EtWfK r(t•c .,... ..,.. .,_ 7 . ,• -SEE SCHEDULE E}i. EDGE CF.SLAB EDGE..OF SLAB IF lPPi1CPBLE) - f �•..• l.iF APPLICABLE .. 'Min: EA. - -� Min. E.D. --7SEE•SCHEDUt.E#1)-" -(SEE SCHEDULE Ili1r' FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS G =; SECTION.W73 y-.1411llfl►�f( rrfcane'Zane} ._-�F1.QRd3A BIJkL7NC�C60£(NonFf4gN`•Poloeity Hu WAVM BY; `.y�P.. \\CENt d59. -. ..: y 1tolT!>3g�aQltrSpetsra. oa�lmm INTERIOR TRAFPE©MOUNTED MULLION INSTALLATION - Q N0.4416 rut,t ltsnna a,.emnaEee crnrt�nv EXRERT':SHU[TEEt'SERVICES INC. .. �✓' 'j,�,- xs ari aen n,r.ra xa v »n n xNro 6GS S W wl+rlHai4t BRIuC 20-06* APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING IN87ALLATIONS STATE of r . / �9'•. r ". .. nxtk+m.nU.T j 04 � .rs,-�.� aver �.. ►wwc ao SEAL/-4CMTURE/CA1E. n r + a..-e., sNccnuos�a rnnuut,t •.., EDGE IF APPLICABLE o_ _2,X4tE7ct10^J,DEUT'Ifn./8"Codt. i/4'9z3/4• fU- TEK,SCREWS ' AL1.rM,ri�ee'(sup'�'de BOTTOM).w/ - � IW BUILD „ i 5JrB d`fiAPeONS Xt:WJ 2 1/4" �"w/1 O.D.xO.O6D"CALVANtIZED srEa i .. 2 1/6" ��, ' t MFn EkBE0MEN7 a. 4 t,a, WASHER:®24'o.a MIN, E.D. 1 ... _. 1_... j.1 ..,* EDGE IF APPUCABIE? .7 3/4 Min. E U: ... ..,.may_..._.._ 1 �. : ... CONTINUOUS('Ot,3 �,. 7" CONCRETE(fc=;3 POURED CONCRETE , { C{'c — 3 ksl Min.} 'v\ ( .. 8"'Min. THICK REQ D. E7QERIOR'. END CAP t w' A7 3 4 NOTCH WEB ''. :W �,` 2w'--r. I ,(TYP TOP/BOTTOM}\"` g ... ' .. ._...... .�{_ 4•. 7 3/4'Min: E.D. N 4.z4 t3/&`(6D61 6—Y) F.r: �f MErt j '"7Vu[z.ANCI.F..EA:SIDi z c� n (1tALL MOUNTED SHOWN; MA'Y BE, N EX Nc,� ; 'p,LSj INSTALLED TRAPPED MOUNTED I CLASSu I �PLR SECTION.O'-0' ON SHEET 8.) ECGE.IF APPLICABLE-7 SECTION X4 X4 Wle 3;= END .& INTERIOR MULLIO o� ® AT� N 3� Qlg a II 1 v V/8 MntE�_..:_ .1 Y 1/2"xt 1/2"x — O.Uf2"xLOtOT.,fFIJA4»>. I• SI[3E,'RAfL(q'lI T StjtlWN``�OR CLff�(ITl' 7'3/4 ANGLE wJ 1/4'6x3/4' MIN.::,E.D. iEK SCREWS 0 24 #"o. M.. TUBS.- • I CONTINUWUS POURED . ` CONCRETTi(fc=.3' 1 D 87 Mini.THICK REQ'O. \ 7" q X4 Vim.ma/tl , 1 1/2" — x ` f 1 r/z : ..,�_..._....�.__......._._.. 's.,>;z4 f3/_8'x0'—tU`(fi68 ^.: MIN. '"D 'FA. SIDE.W%(2) 3/4.4 TH BOLTS TO,MULL 0� 111 ff41�. v�' ,� ..._.,...i:` 'da(2) 3/4'd KWIK fs6lT TZ E%FAN3[OY A4C � `: � ��7i_ - '>'�lS7RID+R 6Eig.p1NG fE(Non&gt6`i"lsoei{y Hurrlcano,Zonb} tV/S, Afro. EMBEDMENT TO POURED COh'CR1 ,iE f!.�!i CN#6-n1TCtti xaC ,.ems ,Ck1Yd1 BY: EDGE 1F APPLICABCE�'' ,WALL (T,YP.TOP'k BO174td)..... a Ala v Vf+ALL MOUNTING MULLION t 441 :_ lFdittttg'S mrderspatam n POURECF:WNpRETE' ALL *_ * ? nu .T �IIAw:�c nra saruri FJ(P T'.SHUTTER,'SEEt'+/ICES•'1NC. SECTION.VW4. w p d/•'�_ �e�»s,mn m.:u earn+cc n 7xru e'aL w` 2b—f764 7 STP,,TE �. M� rcA t�456� « ts6f1®'+�:-ext. 'PCBt 5T 64 sabs+t- . -✓ i'r kl mat:flb.ealsan Fi+Mm U� lad HMO rAx:tXT1 Rf-Ef10^ bMMu�,Ne END&INTERIOR WALL I�AOUNTED MULLION INSTALLATION t , .� ,I '. �yG li sEAr/s taraRE/D T . re�na L9 x,c+ ex skrcrls vczs ti >. EDGE IF APPUCASLE - 2,iMULUON OEPTHat/8'.Cant _ EDGE'IF APPLICABLE. ALUM TUBE(SUP &'EOTTOM) Vel 0"3/4'ffW GUe.4F.X•TEW SCRM: .. 5/16 0 TAPCOASS xL W/'2 1/4 W%1 0 D,x00&T,-GALVJVQED �\� \ t/2\\\ Afin.,EhfeEDMEMF 24`O.C. WASHER-®2s"ac. ` `� 3 .. • 4.3/8' Min E.GE w - 4 S/8 ------------------- LAIN•,i E.D COMINUOUS POURED I ,CCNCREm:(t'o=3[d.t&n..— 3 1/Y_ 8"'fin THICKNESS .. I� I — REQ`O. ... 3j I DMM Min3ED. 7 1/4"--,..J W. E,VD CAP 4.3/8 Min_ E.D. CCAMNUOUS POURED 6 i i _ CONCRETE(Fe=3 w AAn) i " ;j F.. B .Min..THICKNUSS C Min REQ'D: i I I3: EDGE IF APPLICABLE ''�.. r, SECTION =o. i` 1 Y ,(LNT�RIO� AgUL4! N ... (WPLL:10UNTID SHOWN MAY aD i I (] BE ALSO INSTALLED TRAPPED (WZ ORIENTATION'"1�. i „ 040LJNTED PER SECTION Q'—W (2 x7 N. EMSTING i -. . CLA55 `l ao it ON SHEETB:) . r I i o - a a SMAXIMUAI (INTERIOR) WALL�fOlJi3TE4 MULLION �QPJd w CD`JEREQ f>5( tE(}t1LF 26: FOR INSTALLATIGN CA5ES 75 LOAD, MULLION SPACINCatNCR , 4�/8 Q'�8 SPAN INSTALLATION) 2 i/2'\ \� iN5TAl1ATIaM1t l"A5E C' RESIDENTIAL AND COMk{!Rt IiSL T 1/2'x i t 2 XQ.06 %CON'[;.ALUM I v / " APPLICAITONS WITH tbD B { 4 3/8 /4PtGtE .W/ I/4*0x3/4' ITW RUILGEX ?AA1tIbtUM A S D.: DESIGN P4E u�URE MIN€EPL.. Tc1( Ct7£ttS -24 a c:TO,<.1'Uk RA71ttG',, 12—D" MAXIMtl1 F(#3LE(ON ( _ I i - PAGING. VALID FOR 'CONNECTION TO (-- CONCRETE W/' HILTI INC HUS- OTt X4 . ; X4 POWER FASTENERS WEDGE BO r (TrP:roP/goma)3 t/2 I (»P.Tor/epzrc ANCFIORS: t _ ENS7WJATIfXJ CASE iC; :COMMERCIAL APRPCLICA N OF aIOD Tc4 F 0 P, RAT(NO 8-D 4 3/B' "�- :. (Y}s/a a',kwx,$ rrz ExPArts�^N2AxcHOR., MAXIMU44_MULLIQN:,SPACING,- VALID FOR CON�EGT{ON�TQ Mt\ E.D.. , \ \ waLL (Trf.�6ED> �aDVRm Cok Rf C;' .GOhjCRETE W/ N!i TV IhJG KWIK BOOT TZ ANCHCtRS EDGE IF APPucaetE_s` C?tNtJWS;HID I*SIDE RAIL MOT SHOWN FOR CLARITY -9"65n THICKNESS REfl d< ``` M it � ) FLORIDA 13tlitiSit'IG CODE(Hart High:4'blaaty$urticene 2rno wALLA9t3UNTING'MULLION �,a`' ` @ , ;. o3axo"1E1cca we s PO�ONCRUEWALL ��CENSF SEC'nON W-4 No 441.6, LIE Ronfng cr aSrrC t er n, INTERIOR WALL MOUNTED MULUOU NSTALLATION ' *, � - 11Wr:T15TNa k dtMINC1;ING COYPA IY EXPERT SHUTTER SERVICES*[�a q''; SIATfi C1F ,y _ 406 s.w.'wvmrra�n¢"*.- g 1.;° � '�,"*.,,. � ws�<>��,�„e" iaoxr a* LuerG ra_• .4. 20—OBA APPLICABLE TO A LIMITED LOAD,A4ULLION SPAN AND MULLION SPACING IN 'fd8 �`�'� P/-a906919 ° t�T' �+*• °g" "�` sw Val 1 �'!�i,��OFJAL. .>�`P.c Sd ijN#WUR�/DAC IOU tc.1 444 n..,�.: sm.71 13A or TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR.GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING,(p.s.f.)FOR THE OPENING AND'DESIRED SLAT. PROCEDURE 4b:IF.MULLIONS ARE USED BUT W/O STORM BARS SPAN"L°(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (la. Ib & IV) THRU IC ON SHEET 15 TO DETERMINE,.BASED ON AN 1/2` BE BASED ON CHART'Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SUP(m),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s,t);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"fl. 2.ENTER SCHEDULES to THRU 2c ON SHEETS 24,26&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING (M ION IN BETWEEN AND DETERMINE FORA GIVEN UM G LUON SPAN(HEIGHT)WtALLOWABLE PRODUCT INSTALLATION VERIFICATION: �'1.�,� @)• MULLION ORIENTATION: • ENTER&S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS f0;1f)A,11,11A,12.12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE CTOP&BOTTOM FOR FLOOR TO ONCRETE OR A GIVEN MULLION CEILING PE(TRAPPED OR W LL.MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LmAx-THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112-SLAT SLIP MAY SE PROCFAURE4c:IF BOTH STORM BARS&MULLIONS ARE USED USED;FOR A.GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO-GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION:TO GLASS IS PROVIDED ON CHART la:PROVIDES SEPARATION SHALL BE BASED ON CHART le.ON SHEET 16,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS WfO OR WI STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR .2.ENTER T ION ON'SHEET.22 W1 A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM,STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE..SUBSTRATE;MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&,SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D:DESIGN PRESSURE RATING AND STORM BAR (INCHES.ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO.CONCRETE 70P &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS;THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL_PROCEDURES ARE APPLICABLE. &A CHOICE 0F•2,OR4 ANCHORS:PER CONNECTION DEPEND140 ON LOAD AND STORM BAR; . PROCEDURE 4a.,IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a'iHRU 2i ON SHEE S 24;25 8 26 WI A$D IJESIGN PTIEBSLIRE RATIEL6 1..MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXlR1UM,MULLION SPJSCING(MAX.,12',6'OR 7),.AND dETEEItvTtNEMAXiMUh1 MUL410N SPAN. CHART icc ON SHIFT 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. iNEtGtiTy W/ALLbWAE?!E INTERPOLATION IN BETWEEN SPRCtNGS FORA GIVEN (tiJ4 j ?' &(Q), '.MULLION TYPE&MULLIDtd ORIENTATION. - '' - 2..ENTER TABLE 1 ON SHEET 22 Wf A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5'SEESHF.ETStB TO&,i1:t1A 12j;12A,t3813AFORMULLWNCONNECTIOMPETA(ISATTOP'R. ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM F,OR FLOOR TO CEiLtItG,TRAPfTED)OR VI+ALL MQUNTiNli9 OF MtIL/1C1S151N�CI C.LiPSCRETE & 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR' SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPMONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS •PRdCEDURE ER STEPS i`THRU 3:IS SIMILAR FOR INSTALLATIONS INTO V4000 FMME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) ,STRLICTURES:SEE"$HEE'iS 20&21 FOR LIMITATIONS APPUCASLE TO,'INSTfsUATIC NS INTO s INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LQAD AND; WOOD f:RAPAE:STRUCTURES.. STORM BAR SPACING. FLCr DA tilliLQiNC CObs=(No+t ILgY Velocity Nuri'icone Zone) oaaro.nueco use. .. allis MAWM M Iva ^� "'°.1, RasTltagSTtu[tsrsgstem ¢a�e�iata m No,44.16 — �o 1 w c oArE *: .M x' M•&ENM iH nPv EXPERT SNUT7ER SERV CE�s; INC. 20 06< STATE G <t ` s:'ewra.sm,r<.:ism Y.-mil n mw'rmsi r.sacs•,rr tr»t m oioy. �'•'• � t smbt. aq t�OfiT Si t Ft.StSS� uwanw Ma it+000�t9 Jr.F.E. n: m+ ... , •n-•MNs .&T l♦Or 20 i Cr••• ��, ♦ Y itC�ttN lia/4NH7 oQ +.�". C �P'6.:SFs,LfSiG"uTUfEE%t7A,_ SLAT PERFORMANCE U4, . TV FflRi12"SLIP) :. FORA GNEN A.S.D.:DESIGN PRESSURE.RATIN'G(p et fy PRODt)GT MOUNT CONDITION 7NCLUDlNGANGI{OR7YPE':ANO:FOR INSTALLA R'W/O w _ CHART la GHA RT TI1' CHART Ib' CHRfiT'I1�..° IF Y1Xtf�tN NffiCATi11 A5 1tU�D 3/8"o KINK BOLT 3 ANCHQR 5L18 tt�FCON XL MbH6R' - 5/9B•a.TAPCON XL ANCHOR P�tt1vE LtS1D tail USE UK*" CONCRETE' .,,,, GOMfRF1E, TbYa fr puiEn'CELL caNcnE1E IAOCK ° ,...._ POURED - . . _ _._.., ...._.��_....», ..., ,.....:��. .:.,. MAX, MA�X...-S--I•AT SPAN I<tAX SLAT SRAM RMIRM►i3k SEI hTtON T#�EA55 _ AS D:. Li1Rh• __. „ �3C`• •�YAX.•( MFAStt{ TO flK 6l CIF Si111 (1) DESIGN ewtL; 78FAfF puyt-aftt 7pm etntn-attr W 0 SfORF2:9AR5 W STOt�i 6ARSa wowM, rmuti wz( ttaatt tffs e4 tt�wt t+J +Ar rnt�ti �J �r 4 ZONM n zttae unto zaE runr� i (Fsf) stE MOR7#, s>x ��s# * 81i Motf3 set HORS# 5 7S tid{6S# - 5�.NgtPS F ff;P tom'# 5i$pm�#. gE*MM 200 ZtY 4: 20'-9 76.,d72�'-n 7 33.0 W20 .0 15 3 20. 0 13 0!: 20 p Y'3.-D t9,'@' 16 3 2O 4 sS-0 16 3 fa 0 t td 1/2 6 7 40.0 20 0 15 4 £9 7 +'18 8.. 2D-+.£ td 5• 17'4 f¢-F� i6- £1 1i 5 t4 10 12 B 1 74 Yf2 460 2C 0 15 0° t8 0 18 3t 2A-0 14-d 76-R {3 B i7 ; _1$ 2 13 9 t2 A 1 Y¢ t'2 7• 50.0.. 20 lY 14 iQ is 9 1¢-2� agt 13 i, Yt to 12 Q f$- Z `f3 ti 12 B ;Ft 0• : 1 1 1 Q" ,:T"' SS.O 24-O'. 14: 8:. 15-8_` 13"'¢' t7 ''3 t2- 13-71 17..£ YS."4 72 4 12 D 14 6• i £ t/ 6 '7` 70A.. i7.4_... 12-11 T5-11 'fZ 7. iB-9 t1 B t3 2 tt .5• Y+f 2' tT 6 i{ 4 'tA^-A : f BSA��- 18 4 12 Ii" 13 fl' t{-4,-. 15 '.0� 70 6 11 10 70'-q. t" 12: 7 tOw .0: 1t'-J°y 9A 3 1{ 4 9 11 t2 O 1i7' 0 "9' 10 8 1C 1 731 B ? _..60.0:- 75 9 - 11-0' 12 0 {0 ,5. f3 2 8�5. f0 tYY S._7 17t? g5 9 3 tS i .;i3 fit' ? t3'-tf 9 .J t0-5 9".^°.;Y f:t"2 9-39 C0.0 t4 2.... 10 1- t1 2 9-B'- T2 F ix ,1{7 t#. 'F @ I'7 'Yn={f B`-7g 8' 1>k .8-0 ': ! '12 f75.013 5 9 t3 70 9' 8-3 8 w n"5 Bt'd 10-0 5''-48 3 Z & r• .72 .-.6 € n'� 6 x Ila t1 Z fl 8 9-8` f20B;€ 8 YS 7 9 3' 8 r t4 S 8 7 8 8 »ttY 7 v 7 8 B' 10 f t1 6 7 6 .i{4;.R. 8 t s Y1-_. a d 7-5- 9 t:' € 7.-8 tt B»0 6' 74 '64 t : £0 1/2•' __'6 -.7+ z� t4Bdi, n yam. g 2 3' B tlt• z-1A 1' Ana 6 T' 7 4 ��.,�.,.., �� =—�cx- 70 s ;'•�" 10 6 T-8". b��:.`a 8'-0' Y. Y 1 Ftlt>tE TRDFCATEiI 6tAX SLAT SPANS M4Y BE USED AS IONti AS P 10ElOR $PACKdG 5{hiClFllf f,S EtN $HEEfS 17 4:10 IN=A} TNAT AN'ANC}K741 S(tAf iNCs 75,R�AttA6CE FOR THE CORRESAONDlNi3 SYJ}T cFlt ANC7 A St1 tlESfCAi;QRESSURE RATING.. �E# if � RORELS0.911H.�NG�f�UE(hStrn nlltejh'VelccitY Hurticnne 2etie} .'. 2. REltlR>5�St15 }XA!!i f ASY>Nki' 0:EXi571NG STRUC€URE'%''r Ill( ��o�Q• �y�f; ozaa6 mac uc murx sr 3!e'� tB T s aitctaala cal-sl�s tAecroN » ANd1DR, INr(s EN" �' FOUttLD t.ONCFiETt 0) GRflt1T ic4L1E0 CEl! CONCRETE BLACK OR wITF 1� e.T 'scaws',x1==,MULLIONS CONNECTIONrt%:1 DR, f7 w; l:®iw�c ' WAt �ApF1Ntf3 T RkP#EO`(.iOUNTEO.AND BUILD=OUT,MOUtSj>fJ:::,: *; ,,:- x 1t5tsxa a tr c necrto ce M�trr EX _SH ''SEI{• NC. .: v - ..,. , =I'w'I IL4. :C-60":Fk,Yi4bpt 7YcLLTL„R)3�R (d$Y(rr"tt�7 kr w4w, .. 3. MAXIMUM SLAT`:Sp;OS.FOR tNTMMEDIATE LOADS.MAY 6j' v: 6TATE bF ;tC'• ., P.a ��_xaaec�aift?aamri sit. .. ►aai St iLCR it 3i 20-064 +��' ,� 'k! �` lfMN6:.6Xt ir6•t61'd♦Y�14 t77➢t bthCYYO. Dp WM,.k> D R&NNEEt 8Y'U7 M'NTERPOLATION BETWEEN END,VA U .�C34. IQ u rs£ty 4lixt h. -P.E. mr ici aer sxcrr is orza.'' ". . t�13€ sraLlstewtuRFr oar£ MAX.AIVCHdR'S SPACING'SCHEQULE Va. FORA GIVEN PRODUCT MOUPItW6 TYk W/3/8"0 KVVIK B0LT S;ANt640R8 TO,POURED CONCRETE WALL,A.S.D.DESIGN PRESSURE RATma&SLAP SPAN RANGE t WALL MOUNT T Dm" ` SLAT'SPAN RANGE PRESSUREROMo-a't >a s t= a s` s.t > s'-t't > t' g }2,'-rs t > 1 @' ._>3._. __ .. _.,..._.. .e..„_ _.. t Sr+, ' t.,..._ 9 _9 7 s 5/8 ._ >,H1-eo 9---- ....5 ".'. g 'g 8 Sf2:. 5 5 8 _ __ - I—SPAPi _V_ Y.4IE. >a,=lo5 9' 9 8 9 5 ,i tf� — 5 5/8 GAEN SiATGSPPAHS,FGN A �_. g., a a s' B 8_ ;.; PREMRRE WING,SHALL HZM_.... -. .......w.�.. .. >12, 140 7 6 EED MAX, SLAT 5PAN IkD;CATE¢ ON SLAT ' s .. �• 7 _„ v;x SLAT SPAN DEFtNITiON PERFORMANCE CHART on _... ... _rRAPPED.MOUNT: SHEET IS., , PROWRE O'^4't > 4 5 t y ?5' t�`: }8'-7'"t > Y 8 $' "f2 ,.', 12 18''t (P W € 9 9 3 a 7 1/Z+ , ,40 6C11t BUT tAGi!?PiT Ar ,w r' �. o-4'fs t EtIL E) E H E E �E_ x S z s.3o.o g a 9 9" 9•. . a3t-..0 9" 9° 9 9". 9 9 8 a 9 9 9 5 5 9 fi 5 5}8 *}8 S Sf8 ..... .:_.,-.._.,.. _.__ ..... w, .. _ ..,.,..._ 8 5 SfE� 5:918 5 5$ *6 6 5f8 i 9" 9 .9 �`� 9 ?"a1}tE,I 9" tJL PO4,` .6tS L.G1d1G ",t Es A g Ym4oeiry;llurr'eane Zmid) �5' . �s .wwwirrwr�rans . p 6w 'EXPERT.- EhiC. OA,E. #. �` p,+ r..fir:r_tir K+s e'srre«�raa�va+aruae ,. .. P r� e xi w v,csr.s nN :.a asxr�t - ?sSut$A W1J.:1Afsac Y4#8 20 OB4 c "a"Al GxZ > .» n r� nsi �t 5s 1 iC& sI sasa4 r 7J1' `'�;'• seu. s GiuttuaF r +� axvm. "asc�xw.1 am snsx„rAx tXs me.caas D°"wa"" . 04�..,, 3i .......... ............... w � � AX.AtVCH(}R'S.:PAGINi�`SaHEr�uL 1= b:' FORA•GIVEN SHUTTER MOO TINa WPE W15I16"�TAPCOFI 7CL ANCFfF3RS TC►'POUftEO CONCRETE WALL: A:S D'DESIGN LOAD&SLAT SPAN RANGE'T.. _� •WI+LL'�N1CStlNT •. „,._.. SLAT Si�AN RANGE: t TM e 8. sr. er. to 7 /ate s r a_ +,•;s ett <9 ,_�.�. 8 : .. 8 _ 2 5 :4 3 3I'4 t 8G 8 8 8 G r 4 s 2 3 4-1 SST l.M SLAT SPAN.FOR A i"SPA AS.O. DESIGN LOAD " +tdt duo .^ g 8 R EXCEED MAX. sftis,ozr; g g a 5 f� i j3 3 3/a [cam SLAT SPAN INDICATED ON S PERFQRMAN CHART AT' t"° ON SHEET 15 SLAT SPAN DEFINITIQN TRAPPED'MCUNT Aaa ...;StAT,SPAR PANGE r - 1I 'i':.y z4l�so __ G SLAT SPAN - .. Rt�E i , ijs > ;'le Spt3 b Fi 6 F6 sjx 4/ .: r j2 44'n 3 3.'a« Y34 stJ - 6 6- 6 B - ,a• b, "" g : .'g. ..� 6 w 6 6• g -,g ""°`g ,y.„, a 3 3/4 3 31 a. 3 3Jr S 3j4`..` .,,. .. .-.'6.. ,&. '6,d g. .i;` g ''b• .6..• 4. 3' 4 33j4 5.3f4 3 3/4* � 3j4' »,.,.. � °_. ;:. s s• a aj� 'a { a s/ s s 3jt _ ! f j. a txa s°;" s' s , tl2 < €f S k/ ' s Ia�3,3/4 1jltF :�..tja S,t4.:3 3,.4 7. ,V\G _fi�C' � I. t3.a2ss Tyr¢ ,w .`F1.tNtlOsi'Bllt.D7tCptlE fMoln rgFr-Y�,ocR�.Burrtcmuwu ern�l t: VA dtatyagAi Wfat' ."oe/.Yaozo 1 �` r�ec > E%PERT.SNIIiTER SERVICES INC. °"", 2LIT.7r .. UTC' '� n.na w«.av»fn 4a +imwrt rwnxtta 1 x k&R at7 w6htHANf 9RlYE 70 084 t� 9 ¢ ' 'i nwc taaar ru 4t_asw rnuwiw H, F. a�ct«rn m%tx RCT' �m.& �sK�.> . ...>< :. ... .. t 17 or 1 slat n �. MAX;ANGHOR`S SPACING SCHEDULE Vb. FOR A GIVtN PRODUCT MOUNTING TYPE,W/'511'W0 TAPCON A ANCHORS TO.. GROUT-FILLED CELLCONCRETEBLOCK WALL A.S.D-.DES►GN PRESSURE:RATING&SLAT SPAN RANGE t 31, MIOUNT 5tltT'St'AN'RANGE. .._DESIGN ::: -...... P�� 0'=4't '> 4 5 T ':>3 8'Y':t Y 6 7`1 >• 7' 4 t 12=18'.1 > 16 20't ; 30.0 H 1/2".... ._ >31_a.. 8.:r >4t 60, 8 .. -a - $ >6, e a #"MAX. SLAT SPAN FOR n SLAT >at-rOs 8: 8 1J2 5`. 4 PRESSURE RATING DESIGN ......__. . = 5i RATING SHALL NElr9:8 EXCEED MAX. SLAT SPAN_ >ut-t6o TED ON SLAT 7. :.. ...4. -_ PERFORMANCE CHART ON SLAT..SPAN .DEFIIy1T14N SHEEi:13... ., ;,TRAPPED MOUNT _. : _DESIGN ZEAT SFAK,RANGE PRt M n RATING, 0%4't > 12.'-16 t > f 6'-20't' -. 'RANGE.(;60.) - - . s 30.0 6 _._._. 6 _.. - >3t 6 6 6° 6 $ 4 1J2" 4 >81--106- 6» 1/2. § 1/2" :. - .r•+ . _ ................_ / 4 1 2" - >121-140 3/4" >1417.190 w, - BUIi:O.OUTM61.1NT' Aso SLAT SBAN°`RANGE:. i RIPR7- > }.5. 12")' ,.>:.,12 16 a .- RANGE L) E .(�i'. ..:,. x, .''E E '. E :E E .`_ E ' E E : E E : E ; '.5_30.0. 6 8 8 5 6 .6 .6 .6." 6' . 6 6 €6 6 6 fi'... ,,64 - _- 6 6 6 t3 B ;' 86 _6 6 >at eo 5 1/2 5 1/2 6 6 & 5 t/2" 4 1/1 >6i-80: 6' 8 6 S". 6 5 t/2 5 1/2 5 1/2 a t/2 3/4 -.. >Bt i05_.: 6. 6. �5`1/2. 5 1/2.. 5.1/2 4 1/2 3 3/4'-3.�sj4 ` M >r06 1zo 6 4.,t/2 4.1/2 �>t21 140. 6" 3 3 4" A.1 .. f 3 4 . 5. d:p O4CQa fiAh'C6l.0 .... urnow,wN.B'F Zone)' .. FLORIDA 9{ll(D!?Kr 600:(NOia JWRh Velocity H core C cola/mm- oy 6 f raur trsrma a rwokl'rtrnc cowv�rir EXPERT-SH(MER SERVICES INC. a' STAB EAOF / 7 w6 k ti�,� 1 eQ s w, ttttnaaer 0wvc r pasi`'rwo r tm,)e�r-rm 20-064. '�� rrC + t`L+ ,. a-mw rat.aema ,r, a.an P4 ri-rmi.'ram:mj mi.amo 0ru+rtiw H. ,..o i)fltQ �..� c°"tti.' k+.:rur11 •.P.E ari .,n. ..��1�i1* '• `G��i?.E SErtL/=_SGNA1tiREl1N+TE. uu!Iaruz osu-as: Sk¢r',iy orz6 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) MAXIMUM A.S.D: SLAT SPAN RANGE ESIGPRURE 0'-4' > 4'-5' >. 5.'-6' > 6'-7' > 7'-9' > 9'-12' > 12'.-16' > RATING _... — (psr) Vx Vy „Vx Vy Vx Vy Vx Vy Vx Vy Vx ' Vy Vx Vy Vx Vy S 30.0 1,0 60 10 75 165 90 238 105 42-1 .135 594 180 999 240 1390 300 __........_......_.. __..m......._...................._._._ .___.._ _....... ......... >31-40 10 80 70 100 386 120 440 140 398 180 823. 240 1328 320 18.23 400 __ ..._. __..._ ... _.._._._. Y _.— >41-60 10. 120 290 150 „ . 794 180 509 210 708 270 1266 360 1962 480 2553 .582. >61-80 10 160 616 200 767 246 796. 280 1007 360 1695 480 2422 600 2547 596 . ... ......... >81 1.05 123 210 550 263 71.1 315 _. 142 368 1372 473 2009 591 2492 6.38 — — >1Q6-120 313 240 728, 300 881 360 1345 420 1587 540 2112 640 _..._ _...... .... ... ._ _ _v _ _ . ..._— .................,__,._...a....._...... >121-1.40 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — __ ..._,._ ___ _ ., _ _._ >141-160 4$t� 1873 560 1740:'. G41� 781 32..0 , 11.86 . 400 11-322, StAT SPAN i3EPiN l0 *NOTE: n SHAU.BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT VIAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx!i Vy VALUES. V.Y SIDE RAIL,, V .' o y , L33C2G ca y+o. ... FLOA1aA.•B� City IIurn L' p - Rattil[ySharhr,Spitam: da/e/iasc, MUT TCSTiN0.A UW4NEM?46 COMPANY EXPERT SHUTTER SERVICES,"INC. L Al` /.3' C3 ersxf uN�.,vn..tm:.x�*cw�rAwa.n m,ee F<&9 5 K w4ni l-wm nv.. OOa7Sl1-l:x'rw rsacb�-tur Pm Si war.FL uvea. 20-084 a STATE OF 4 awa: 1, snu:ax- ert.«ro• aaavrs.c Nc 'Y+i it�f{MT[ fL9A64 V..'j 44167 '. t vD3 au • SHEEf 13(G'.79• s. `SLA ftFORfdAeit CHAlTi" Ial::(ONLY VALID FOR�7fr SLIP) SLAT PERFbRts 4A d 64 Itbi L(C`Hi l tGNi.Y VALID FOR t/4"SLIPIi. `!.dA.XIMUM.SLAT SPAN AND M)NIMl1M_SEPAR,4TIQN TD(alASS FOR A GIVEN WOOD GRADE A D S)G T)NG t s SLAT FRR£�5G*€E'?.t',NAxINC�'3 5.£1.6ESMi@1N7?�6sttNrltk'tHaC{p.s4)AIM wiOoucT MOUNT FORA G E4t£ kARsitdFiSti�i76sdfsii£'4t!»t`a.SUfi[wAPi tIItfjhhtT.i�iczOucT MouMiCormftiO�t FGn S>..fP 1l8"AND PRODUCT.MO:O£R�ro TYPE F FRAME;.WALM Coate7Tl m f.Oft?+.sxau rtwsi w�s Sroara MRS)�oEiay a rte GW Igf 7' 1A:fops t�atoPmaa E}t L�iw4;si tow WT:T W, UDS.A MAIL:I . _. .: - Pow Ac A3Il ID0 IE xfntsf fam Am tap wa cwaRr Ib i CWT. .Iib 1._• cHA � Jle l GNART ICI., mm ram ��! CUM pF K'm w�.. WE wowvmloamf�we. D GFYADE Lwx m. _ ram aa�aw etuE mem ASp.LOW VAUM Sf16'Q 70%WkL_4 Ck R �t.S/A up- OEM W {Y00 '$rosNa _ Ba rae7Ce' HL ANCefQR fTA1[NG UKW BANS sn me ....#,q>i. uhK. SPAN 7QQ,5dYSFATNtr YiX.t .;V REDttlfiF9 3SAT`.StsASd- YpL'S'fPAiMTtOPd wo Tan _. tbSD ZD A STi "L1tA9C {42) S0 64RL! i6 56Ut)tET tPINE 12 fG=6.55} 6 4 < 5 - t. Crt} :pe�ejp+ , DE m _. 6E1'tf>e4 _ � 3Ctttt.5-F.t-SQtSi)i(G=0.46j EO K 5 e 5 5 7/2` PREW,M :>8t[l tttw-our .aat,.-cur W/O STOW @Ub � �1.. -..�0 S7�+y..8AR5 ::HIQtNG (td.'K! �N/• I f�/ " Wt1R�D"-' '.,. '� rf•T'ZUCL;F9tg-PQt- iH(G=9.3E 60 a a:: a �3 �o�p . -, - ' 4*s¢'nares uuesA4(m.icv -ano mn .t2B SIE, (p:.f,}.' oy bmsd Da pCrmb (MS-Gb7es:U . met :tao me ., . SSp• I73 +6' D O 7D A t T ,/2` .SDD - L-3 "$ 3 8=-,5 7 '�5 1f0' Yft 4 B 'l4 A ++�`gyp +w ...7i 7 rfog SLI,AT PE�e¢OItWIAt�C>r'CHAR7 IIIi:eCENLY=VIWD FOR 42'SLIF'Y. ]j ar,za xspPl c. FEtt€�tf'NF+a£trtta�dlhf`#3}7�:�CfI-InFF,Sdi$t"7LS77NC+(;1.6 AND PRODUCT MGUNF � gg$ CANDp.H1Y.if-QK)Fel9TK(ttiYA'YF136eS'6'iL`RCd1idB.^PER 0ETNL20aOW IR. WNWA.S.D.DESCGtS LDAEf VS 4VOQ0 GRADS XHED1LE �_=CNART; 1 :CHART]MCI S t j tam ti 7P KrwcaD _ '•'wL:D FOR DOU3F5-flltH r,{ rAPcaN iCc.A£kC9tt5R kC > UTAIL-2{l tF'ATiON} �qi sue.Lc ara 3 t �*uuD Fat o tiL�As FNi��uDt(ca +q Ct1T.4fL 1( 3 Et1k71OtV} wAx M .S SAT, At3 5f1 fifIS/ �2 Cates} - M. D FM oN PRmm p*u autc cur caeca tuT _. W/o ((-- ` PAW , 4><t :. �`. wu+r , (P p L) .-:.4E - °' mmt rro mrrt 'SAT DEifNflTON'': .- _ nitaiidimt)f�T.!AaGYDES PSiF 1ps2SAS ..._,W .. - _�ao H +m a° t;z ,fit €a o� s•„ Q . _ soa w�-<,a�'-r !�I a T2=`o is ;s � �•�" _ NNCRTMk�A1a.swi,SPANS,MAY,6E'USVII-AS WNG AC AM"13OR�Fn..4Na:.i�LNEDt Ate;,S D..v KSGh(.r TESSdfRK,(fi 4TING::. Sk4t�C2 F4TAfdGr1lA L SO L'F EVIL, StiilCTL:*,N: Z OVA tYft'}t PEPS(vEg Of. DLU ` $NO PROtrySf()N5 FROM CNAPT'GR 23:OP TN-0WRhk�Ett(LCIT; CC7fJE=M{MtM�+d'L N�Tii f? `,eL�t£ fp {i�vr'itFtE - r+1.ORDA F3ukViNc COCC(Mart F£1.44i Yvioeilx.8ari{cane Zone), rat A j lay aF ��I `��'\" °1` r/`r pIItl%pi4tlIIa}tHw '-., y _,... _ OMVeN tN• (341S-ALLATioN INTO WOOD FRAME STRt1CTUR .�a�+E�gS� ^r - �� US t1.7 �c � aff�, Caro, _ CE �tE * '� 1� '+�3're'+ ur tessHe ceF reiva cnueur Qa Fi�)tf SERVE 5 INC.EXPERT . yyArr..��.. Jff .osa au sia u.sr mE. auerw'n p4 o b&t)Sv VnFE mon DR)/E . DIMI,�„'wiL 1+. f b Yf h i£A t Sa1Fs ti1J 20W064 pIGM65 W :AIa IvNAT1fREj'TA7 yoRn7n�,t a#3�7it £. J.,oauw —. aet[T za of se f Brr mw _ . .MAX ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN PRODUCT MOUNTING TYPE WOOD GRADE A.S.D..DESI.GN PRESSURE.RATING(00)'AND.SLAT SPAN RANGE WALL MOUNT&-BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT T6.2,*i6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD SEE DETAIL'>i ON SHEET 20}"' (SEE DETAIL 2 ON SHEET20) DESIGN SIX5PkN RANGE. SLAT SPAN RANGE WOOD dWE PRESSURE". WOOD GRADE, ' PMSURE * , t .:. RATING c :' .ttP;+4'FG C to 44 >4 to 5 >5 b 5 >6-to r >7-b Sr >9'b W 1` 1U to 12'' U T to.4'--G F..........._._8 F 2 4Li .._W. 6. ............. SOUTHERN PINE jl. 40?. 6" 6" 6 6 6 4�3/4 4 SOUTHERN' iHE:. �' 4 J 6„ (G=0.55) 46 E" 6 y _ 6 5_.__. 4 3 t/2, 5L'. 6,. 0 5" 6, .6".. 6 4 3j4„ . _...__._._._ _. 6) fi._.._.. ., _.- ,. .._, 6 __ _6" -. a 3/4" 5 t 4 3 3/4 3 OUGLA.G,7R-SOUTI3 s Sn o 6 V DOUGLAS—MR—M;TH, K SPRUCE? =F!R—BUTT SPRUCE?INE4!Rtr-SC ! 4 -� SU.O. 6' 6" 6" 6" 6" 6" - 1/4" a' BUILD-OUT.MOUNT TO 2"x8"WOOD STUDVOTH MIMMUM 1/2"PLYWOOD (SEE DETAIL 2 ON Ske&203 - OEStt _ St.AT SPAN RANGE ._ V)GY?D GRADE PR£Ssi3tt6 5,`_ u rt wn. > farsr srtc wuur - aw mw 3 uGreft w w .d f,aeer.Y waart.w wt xr'w� oa mrr• .'oruarr w N )/2. 5OU'€1fERN PTdE�� a � . 6 �, � 6 g g �� >• r t a 5 t%4 4 T/' a t/:_ 5.3 a 6`'... t1t14((A5.flR S01TN SO v E 6 6 b 6 t a t> " 5 ij::, r.l.r C . , N R Tf 17Ptdi jFtGrt;�� FLX1ttiUR" YftsG .f'Fi)k �Stl "telocity AartFco. ane) FA5FNi rot SST OTC A E GIVEN'A 5 D DEst 14 PRfSzEtRE RSTl�tG`S#'�Lt: ? —^"—� 4I1�0�,1 fIIKtlT EH7Jl DATE .EXotEi� MA? 5c�1i No 4�1 Ps ��-��Q[�'c i oaie INERT SHUTTER-,SERVICES INC. SPAN fidCdiGA CD OH SLAT,- ,' A f � ro°ue1cs' " v" "v+< i sca tw matuaae narrc fzErTO KdBFdCCslARTS;oH ,. �u't �r q7 x sass t AMR ys - * f ^'�cA? �.; .._ tl s> coat;;tt +er.t opnwwo ao StiE6, Alt7nlu �: �:t rut: off. �,:a , �1` n.:"u u /« 7s or rc ��'-C�SC.�,�ot,,'!A'i„Rd�AiL�. 'TABLE 1'. MAX.ALLOWABLE STORM BAR SPAN (ft);F,OR.A:GIVEN.A.S.D. DESIGN LOAD(p.s.Qj&A GIVENSTORM BAR SPACING.*7! I'ksUM ... STORM BAR SPACING (FT) DESIGN P.RMSURE RATNG 2' 2.667' 3' 3.5' 4` 4:5' 5.' 5.V 6' 6.667' (Oaf) .. i 1' 0 11 0" T,'-0 1 1 -C" 11 0' Y 1' �-LL 11 o" 11 -0 - J 1 0 FTHIS REGION IS ONLY VALID FOR INSTALLATIONS' .�. .: _ _ - s - W 1 0R MORE 5TORNf 64RS.PER SHUTTER 35:0 11'-0" 11' d t 7'-0" 1'1' 0" 11 o 11 --0' 1 -0 1'-0" 11"-o' 11-0 _: :._..._ ._... .. .._� -_ 40.0 11 0' 110 ..: '11.--0 11 0 1 0" ::; 11 C 11' Q' 1'-0'` _ - -- - �.d,__- 1 i O" 11 -d" }1' 0" 11 -0 11 4 11 0 11. 0 ill-0".. 1 j` G" _. _ . 50.0 1 0° t l 0 1 1 0. 1 1,-0 1 1 0' 1 1 0' 1 1 0' 1 1� 0" 1'1 0" 11 a" • r -REGION IS ONLY VALID'FOR INSTALLATIONS , _....... _ �- — �yy� 2 OR MORE STORM BARS PER SHUTTER: 11.' 0 11 ��" 11 -0' 17'-0" 11°-0' i1` C" 11 :0^ 11'-0": . 11'-0' _._._. _�_.._ W_.......� 66.0 _. 65.Q 11'-0" m t 1 .0. 11 -0 }'i'-0 1.1 -o' 11 0" 11' 0 1 i'.-4 ¢ - w._._ 70.0 11 0 11' O" 11 -0" 1 1_'-o 1 t 0 11,=0" " 11 -0" - �1 1'-Q • 11 -0 75.0 11''-0" 11"-0" i l'-0 11'=0" 80.0 j 1 =0" 11.'-d" -11'-0":. _..1,1 -0 : 11'-0" 1 f'-d'` j 1'-0" 10'-10" • - 85.0 11;-0" __.. l 1;.0 11 0 11 .._0 91 0" 11'-Q" - ___ sa0 11 -0". _11°_0 11 0"` 11:`-D 11'-- ; 11 0 - - - — - -- .r._ _ _ .. .. _:_ ............ 11,-0.,. - 1 V-o" 71'-o" 11''-o' 11 -0 11"-d." 1.1. O" 105 6 71 .CY" 1 1'-0". 11. o" 11 -Q lt0a ' ' 11 6' 1t 0" 11 0" 11'-0 io'-io".: W 7 i,. 1_'-0'" 1200 114 's _ t1`-0"- 11'>.0" 1.1'-0"' - - ._ - ' - _........ 125 0 f 7-0"' �1 -0 11 G 10-'10' w, 130.a 1 t. _d"' _ 1 1 -o" 11 -0 13s a 1 .; a^ i r' a 11 a" - - 1400 11 0 145C 11 =0 0 10 ..1`t,. 11 _ij 1.j'-d" - ti `AIEASUREO IN BETWEEN CENTEP, ONES OF 570RM' BARS,IN `egt1gf "�LOR. R C72IE(NRs Dt}M,Vtincty Hurricane Ztr) # FFf OR_FR6M Tlf� OF 51DE'.RAfL TO•CENIER. OF ST04~f EAR �� ?r. u!!y. auwerMl ..._.. ., t g , 11eaiFXh SJ4atlrs°Sg»xsxc as /I026. 4 17 '� 5 1 l�r C O 61f6 oatE FPERT,SiUTCER � ERV1G INC. *: et-'g�Baia cixxaEiNf¢Potcxw ntiisa .pcs.s.YY K1+npto aldve^ ' .'�, �;, w.» Cneam3_,xv w, •x-as t0-064 STATE 0 roar•. war.rl 40!64 '.A .. `.;� .. 4-(raCf=04nRI 9 ... aa.C�@o, .. oRM15nN0.No a„ 7 FE pmw: wr n. rtac*ms..,. mr %r�j .. -.�j��. Sf?LfSiGiti'URE/tIAtE F_s.,aaa uc f j4te?, n or.a TABLE 2, TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION SS(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.a.f,),&STORM.BAR SPACING.(t#) ;SECTION'S1S1(SHEET 9},FOR A GIVEN A.S.D.DESIGN LOAD(p.s:f:);'&'STGRMBAR SPACING.(Aj tt STORM BAR SPACING"a"(PT) STORM BAR SPACING"a'(17) crn. ' fear" �erue .tow �. 2' 266T 3' 3S' 4' 4.5' S 5.5' 6' 6.687' 2: 2 667' 3' 3.5' 4' 4.5' 5' S i" B' 6.B6T A,B,C D aB,CA_ AB.0 D,._ hH�C D- AB,C,D_ _ A.8 C,D_ A,B C,D A.9,C.D_,:&,.CC,D :�_ .o• _A,B,C,D .BCD 0.8,C.D A.B.C.D A,B C;D A.B C D A•B,C,D _+�9.L.,_:,W,_AB,C aB,C SOA l4B GA AO,CrD ABC 0 A.TB,C,O, _,A. C D 0 c D C_._ 8 C,0 AB,C,D Bx¢b __„ •_, ._..,._•,.,• ..,_.. __.......� ;3®.0 A 9.C,0 - 0.B C D BCD A B,C 0 0 CADAB C !tB C ,A,-B�,C:_,;;, A B A _�....... A,.... M&...� Apt -h_. ._.. ..__...... _h..,...G __0.B_Ci-„DD„...,A B�G6 ._,A.B.C.D A.B,C.0 .A.®rC,O._ A.B,C,R_;,_, AB.C.CW gB.C.6 ,.4D.0 A.O.C,o ,ABCD._ ae C,6, A.9xc�D; P.B c �3A. :ABCD AB,C�D._._ FyB,CyD.„ A,B GD A_9,C,D 0.8,C - a&C,D AB C,D -A.B.C.D 0.6,C ABC AB,C A - Y SOA r_ a8.0.D_. AB C D�iL.H C,D k13 C D - AB.0 D LL 0.6.C.0„ _ _.._.. _._.._. ___,� _ A,B C D A,H C D._ !LB�,D_.. ,A8�C , � '-'3D,0 AB,C D _B.C.O AB,C D A,B,C .. ABC A R- A - _ A A. D A.B;C.D 0.0,C.D B.0 _ A.H.0 A A A .: A '. -A �. A' ABCD A.B4O,D ABCD. ..A:B.CA A,@ C. .. ._A,B C _ 0.B•C..._ .:,_70.0......A:BsC,D._. A.f3 C._. . .ems _AB ....Q...... ...A....... ._...... A.. ... _ A- .. A A.. MO � �A,BsC,D _ A'0,C.0 A.B,C D ..A.,B�C,D �A, C D e c D ae D R,13,G A,8 C .. ,A,B .:.;:� •a38.0. ..A,B,C,D' A,.B�C ,,.,_A,B,C A A .. A' .. A A A _ A ... .AO.G.D 0.8,C.D...-A.B,C,D _A 2,D AB.C,D AB___.0 ..:._AB.C..... ....AxB.c�_......_:�.8 A.._:�..! - '.70D -A.B.C,D._._- B.C.....: A.B:.... ._._._.:.A�................._... ._._._a_.............A,M.,.. _.__.! ................. 0.0.C.D- A,8 CD .A,B.0 D ..._..A,B'CsU_._0.B.C.0 0.B.0 A BBC A9 . �__._......A....:.._ 73.0 A B.C,D AiB�C .. A A:.__ A. A_ A �A.: MO A.B.C,D B,C.D 0.B.C,D , A,B,GD..,., A,9 C B,C. ,.�AB C A A A _ �••�� - _...._.. .._�.__ :dS0 B C A A A A A�_— A . BC e /4H,C,,D 0 D BC _JA O�,C +t8 A A A -_ ___A�`.. �4 06A 0.B.C.D ABCD 0.B.CDW_- B.0 A&C.... A C _ .A f1D.0 _P_,.. A ..._.. _A._ a "YBA AB.C.0 A:8.C.0 ABCD_ ABC AeC .A8 A _,,...A A A. —95.0 A,O'C A A A A A __ i00A, A,e C,0 ._aB,6Q' A 6`C D .._A;B C A:B C A a_ : A A. A ._ SOSO AC ;A_� A. A A AB,C.O 0.8C A.9C B A A A A A - - - 110A A0C0. ABCD - aB,C -.0.BC A A •A ..A.. A A '-'�� _ 11dA B.C.D -. BCD aB.0 B.0 A.. A A A A A -.-_ ..___,._ ... __ ........._ A....._.-. __S x._,_....._ __.....�._..._._..._....._.....__.._ .....___ .._.._.......� _— -__. 113.0 ....__.A A A._ .A _ 'iZOA. B�CA_. 0 C kB.0 ...-.?.B..__;_._..a.._ .......A - -._:A._ ..-. .A....- .A-. A v ._. .126A,. _.ABCD a,0 C _ABC _,,,__A _,_•,A. _ __;A A_ .A k.. A. 125.0 A A A� - - - iJ0.0. A&CD tyOC A9C- A - A A A A A A y" T7 A. A.. A. .__A_.._.__ _A.. - ...a... _ .....a.. A A.. _A - .. _AB CA fkB C........�-::AB......_ :A A.._ -:._.,.A A A A - - ._ ._ .. -__ ...__.M.-._.�.. :1:(0.0 A A. A 148A :a0.'C b: ...m... C: AB ...-_...._A-._..'_ A. ....-.A. -. -.. A: .A.. A III ...____..__. ...._._ - �lfffq, AY00A 'jBC6 BC A A A A r. A . ..A _ ...A A 0LB . AA A.A ......A' .A A _..... .____. ,.e._.._�...- �100.0 ::'A C.,. 0 7—A A.., ..A. A A ---..T _. ;ANCHORS TYPE.LEGEND A 4/5 a,C AkBON STEEL KWIK BOLT TZ fJ4f?luia14t1•(ANCHOR W/2 1/2' Min. 'EMBEDMENT' & 5' Min. THICK POURED CONel ptlti(fc = 3000,psi) H 3187q0,1 r./4" POWERS CALK IN ANCHORS' Wf 1 A/4'Min. EMBEDMENT*TO POURED_ CO)'CRETE.(f'c = 3000.psi) &3/8'e-16 WkCHINE SCREWS 4-ALL ALL POINTS SOLID-SET - - ANCIi0It5';W/7/8" Min. EMBEDMENT*TO POURED,CONCRETE (f'c=3000 psi)& IIJJ111"JJ 1/4 b-20, 1B-B STAINLESS STEEL MACHINE : � H l �'N -Fibs mA 9Utum^ 006E(NamHsgtl 9eioaty Hurricane Zono) SCREWS.` `` �� DRAWN IT: r S1 'L\CEEfVSF (S' Sllea ITW/BUILDEX TAPCON ANCHORS W/ 'i/4'wil. EMBEDMENT*TO POURED N0,4416 .C / Rotl&tg,S utfsrSpatrm Ds LATE CONCRETE (f'c = 2899 psi) �k: * a=+r --' ` .EXPERT SHUTTER-SERVICES'.INC. .._.. ., StrNa wd NL'LRbkO GDNP•sM1 SW 5W WF@1ADRf ME eNvec�a 7 w.ar.wens a r<norr 20-064 STATE OF R., r,m" +ss, r. -,ssi roils 51,iUta.rt s4vea'. # EMBEDMENT IS E EYOND ANY FLOOR /CEILING FINISH 4x.ro ewn t�-ij b(SON 7m eas.rrc Cra1 ar-ego aRAwuta Ne c CORl7� `�� wx a.ort� /�;',:}.E, E.;sEAL/51CBAtUREIGA-�E.. 6r'a".' _ . _...,. SCHEDULE la FLOOR TO CEILING(TRAPPED)MOUNTING' SCHEDULE 2a: MAX: SPAN(ft)FOR END AND INTERIOR.MULLIONS FOR A GIVEN WALL MOUNTING A,S.D.DESIGN PRESSURE RATING(p.s.f.) &.A MAX,"..MULLION `MAK SP (FT)'FOR END AND INTERIOR,MULLIONS FOR A GIVENR S D SPACING(ft) DESIGN'PRESSURE.RATING(P.S.F.),& 'A MAX.MULLION SPACING(FT)" .. MAXIMUM MULLION SPAN(Ftl..._. MAXIMUM MULLION SPAN(Fl). Aga ©4°x8• 1/4"MULLION 48"xtl4°MULLION' Jx4'THC3FAIMUU -0 MULLIONMU DOWN, @# 6 4"Wkif4'MULLION G2;S7xi/4lFLCK Raw. 7R�1RE 5i7fYi0; .- fLkllG`lAtU1LI0N } a6Ef3ia1 tfy i1" ORIENTATION. 2( ORIENTATIO '1 ORIENrAT1oN$2( OM.lrtAM4 0 toarr2 Baa.F) ORIwrAnoN p1, o>aENrATlori 2( ). :oR7ExranoN 1 (4 oraET4rAfTort 4� t; a6ZNratTON 1' oRIENrxODN 2 tt1+.a) . END IIMTERIOR END IINTEIWR END I INTERIOR END I"TEr40R END ENO tMOR E=, Nium END INTERIOR: UM NTewOR ENO I INTERIOR. :1 1,EYTMOR ..,..,. 7-3. .12...0_ D'-4' 10'-7'_ B'-0" .1Z-6° .9'-6" __ 7' g 12-g._ :..:.3p,0 .20'0 -T 76 -8-& 7'-3"_ 1Y-0"_ B'-4" 70'-T B'_0' t2'-6" 77-4* 9'-3" ._8' 9" f i' • ' ' ..r.7,. _72 8 _,:6'-17',_� 8 11 i -8 354 1R-O )-4 IY S B'-9' 11'=5' e'-B• 10'--0' TAT-.....-12'-8..... ......'......... . w. .....4'-1• 9'-T ....Y.-3: 17-6 °8'_5" 6 e 7T 8 .'4pdi 9iY 6 8. f8 8 �TIl 6'-4'.y-...,t0'-11, 8'-1' :_V-2'_.. _Y-3•- 12:-6• - e f ..T 8 , �_ . ,___: 2 '.fT':-8` , 10""-8'- T-8 9'-3"..._ .b=11`- 72'-8_20�0•_ . b_2_...._. B�_2 .. ,8 9 11'. T-4' 8'-11 8'-T i2-$. 7-4' 5 it fT' 59A :. c0-0 g 2' 6" 2' _.......6'-0'_ _10'-2'.. .....r_4d _8T_" _....b'_-3_' t7-g ._ro._.. -- .»._ _. ".88A 20-0 5 ii 7_it'- 5'-9' 1 9-0 _.__B'-e° �u,e'-7 g'-3'. 12-4*,. ...K-8' ..- 5 7 •lr- SSD ZO'-D S�,it J 71'� 5 8" 9'-70• 7-0 � .. 4-10'.-..12'-4 S T tY-B _.. e'-6 ...._6� 4' 8'-g .. 6'-2' tT-bMyw -b'-4 _ ..:_...5 6 -t: 6:7 =..W.6 .19'.8 5 9 _7rS�_ 3 -6�...,.....9'-8,' 6 f0 8_-8' 4'-B' tY_0 .g,....,._^__.....b= -ikLO 18'-4' 5'-9 7-9' 5'-4" B 4' _6' 4.,,.. ..8'i 6'2_, i1 i6 6-4' 5 8 f2-8• v850 i$'.-d �S`-B TW5':... 5'-M1�.._.......8-Y 6-lC' 1',5" 4'-8 ..71'-10' 6..._. 7 B'....�5.4..., _..B 2 B'-3 .::.8 2' 8-2' n-9": -' 0-3 .. -.�..: .._..... _. ._.._ ...,..._.�....__,. -5 8 t2 1# ,_ 7P1Jf . k-9' 5-4 B-6.:,.. ..8 70 8-4 _.4-8 .. 1.T-9 5 .'B.. t2-b•.,� _, _,LL W.: 6-0' 6'-2" 77 7 .fl'-3'..___._ 5 6 12�.'-S'_ `75A ...,,}G-8' S-9 7 7 5 4 9-5' 6-f0' : '.B 3 4 B' Ii'-7 S'-6 12.�..,. _ _.__ . .._._._T-7" 5-4' T-W 8'-3 7-10' 8'-2' 7t 4.:' .6,-3 _..-.9 ,.., _ _ _ 5 fl -i2'-4 8©.D SS.'.0 0-0 .Y T''. 5-a B'-f0' .. 8 3 4'-8" 11'-6' •y-6: 11Y-4 ,.. "85:0 15'-0- _5'-8' 7'-7" 5'-4' 7'-9:,, v 6�3'.-.... 7'-B" _._6_Y. i t 5 _ 8-3..__.__ 5 6 72' 3 g3D 75-0 5 9. 7-7•. 5'-4: ....9'-J' w;C4A f4-2' _5'-f 0' T-T 5'-S' .7'-9. B�-4' T_e 6'-3'., 11. 5 .g'-4• 5 7 '12'3 .rR0,4 �Si_T' .5�-1tT' T 7 _3•_5• r 9 3 8 71 8-3' 4'-f0' ..11-5 .4.7_.� ,,wPSA „:„t3 5 5 10' 7-T. 5'-6' T-9' 6-5 7_B.._. b-4' 1{ Sr.,,�� ..-...-�i 5�. 'y.._S 8 12'-3 y C ffiA 13 5 8.10 : Y k' 5•_B• 9_3• 8 11 t"8' 3 '_d 11 _ 11 5 .b:�r8' 1St.-Y:_.`_ ._140.G..;.72-9" _5'-1t'- 7_7 �mm5 7-_.._..?._9_._ B'-8' .7-9_ - 8'-4' If _ .8'-8' ':.._5-.g /2'. 3 f00.0 S3'='i"- S.:at- T�7-:"....5,-T- 9'-3' ..�.T-_0' _ 8 2 -6_ 5 ft-v'. t;•T :5 9. 1T' 3 ,_ 2'. ,B __ e_B. .:.T-9 8'-6' H=S'':. :6-Br 5 f 0 i2-3 :110O ll'.T 8^0"' T„"7� . 5-B' 9-3' r-2' 8'-J•W 5'-3 :17_S" 5. 1tY 12�T.... -- ,_S :_ ...5 9y._ ��9�. It r 8 5 B :- 1.1 5 28.6 1R 2„ 8-2" . YT 5 10 `.7 70-_ T-0 Y-t0' 8'-9` t1 5: a„ 5'-f0' ...7'-9'.. __T-0 ,7'-B" - '6 9' .._i i-5' ...7-0....:..a .°:..6 t SJ -130A..' 9'.-10 8 Y 510'iSS.O 9 !3 8' {. -Y-7„ 5'-I1' T 10 7 T T 10 8'-ttY it' 5' T-2 8 2 2' i - 4 - ' " _ 9'-3_' 2 6-l)" 7-10 7'-3 12 3 ..N0.0 - 9,; 1 B�P 1'T- 6'-0' 0'-3" - 7 74tfA tr iG' 8 5".. "7 s: g'_p'__ .Z 9 9'-9 __..-g. 8 9t 71 5: Y.a'. 6 3 .,;,_l2 J 1f5A 9',10 8 5" 7' e` _B-U: 9--]:-__ 180.0 7_Y.._..._.8 1�_ .-7. B 7-5 ..Y-B T-0 11-5,__._ T:5 .,-..»....6-4 12'-3 L if 8-8' 4. 8 7 '7 6 1 9-3' T 7 „u.-, 7...T 6 2 ..._7,-8' T-6 7 Y-'W 11-5� Y-6' 4.5 1T-3 it'SD-- B'-3`.. _.B'-6": Y 7.. 8'-Y� 9'_3• T-88�„„Y .T-T at-S' 6" t2-5..-. .. ...e...-1tfOD S-0'- � 6 Y=.' .. Y-6' a-T• '.7'-9' 7'-7'.. Y-R' 7'-2' 11'-5•:. .- .....Y-7' ': `:� 8 '.:�T?'.-3 •. <':..14AD..., 8`=0' :0'-7'." 7'-6'_° e'-2'. 9'-3':.: 7 0:.:-..8:•2 . ':.7'- : .:7f.'-5'-. B'-8.' .1.•- •MAXIMUM MP WON SHALL BE SUCH THAT MAX.ALLbMsLft 6LAT SPAN FOR THAT A.S.O.DESIGN'FRiI SS(RE-RA itNG SHALL N0T BE XCEEDED, t MULLION OR1EP4TATIO0 I6 AS SET N FR01v1 THE OUTr M(F.XTERiOR)ORPRODUCT. .�.�r.- -END MULLIONig _ - o s - i% 3 I _INTERIOR w � I MULLION .•, � .., r'. .: ... .. Ft4(;17TA'C34tILEf�}iC,t��E::(NxHt 6v1ii Vm1o,.R �'r`tttane."zone) `'�EN�F �� c xez¢n tEco INC. d d d�a� oa er: MULLION SPACING:"S: 6 �' ''� ItoluGtg�ebtl�rspa tti ` 90/4/1010 iL iZ®Teat. \ tote EXPERT SHUTTER,SERVICES::INC... 1 T � ttLiff li.P>tN0 t LNGWE'E61NC['AYPANY A: SfATt.00 4V+ ,d d%r?'Z %4 Srt-sv.v t �°g,"v,°. 40e s» wtmaro�ouve :20-064 24Rt mrx'Otncuocmco Pont sT LUCE.FL 34MA y d�. a` ,. - u_000e7i9 m rm+at ta00t'rf-sm0,.a:r+n an-me0' '0?At°9ioy, vR w .. ryr7jlr S/QI'li:�: a�i�N7t.�,'5EAl/51C77A1"US7EIOA76•'. FLOR�4'.Tx.,d aat67 � �xa„-x.s • � Swtp aa.0f 20 SCHEDULE 1b SCHEOULE2b FLOOR TO CEILIN rTTtAPP-Ml MOVt4TING'NtA%I SPAN/ft1 FOR END AND INT 41OR MUkWQNS FORA GIVEN _WALL MOUNTING MAX. SPAN IFT)FOR'END AND 1N7ERtOR MULLIONS.FOR A:OIVEN A-D. A.S A._pESIGN PRESSURE RATING tp.gJA&A 17-(f MAX.MULU22_sPAC_{NG M)- DESIGN PRESSURE fiATING•P 5 F T IL A T -0"MAX.MUWON SPACING tF11 MAXIMUM MULLION SPAN(IT) ,..: MAXIMUM MULLION SPAN:(n) MAIL MAX A= INYAW 4.4 X`IW MULLION G1 4"x8"xt/4"MULLIQ{J „""u 4'1r z1{4•THK:K 318'FLANGE MULLIOtd A"'D' 8 . cot trxl otl ( ) ppspi{ Q 4"x6"xtf4"MULLION; tGf 4WxlW MULLION G3 4 x7•xlW THICK - : - P SAcm FLANGE)MUUJ ( ) O1g4TRA1TDR}$'t ORElRA1TCti E2 () PrlA3tTpT7nN 1 ORIENTATION Ja7 �. ¢wTAriaN t COENTATION 2 G) +1 5_el ATIOIt jt ORIENrATION z. ) CRENTAfiDN i ORIINT/u90N x ORWTAT10N/2 STIR.. www"xJR, m 1lRtf" E'PD. INTERIOR END INITRW END.. END ,NTMIOR 3Yq Itt1ERi0R END iNR1l1tlR kR4 iNTEPoOR IKmwm �EIVD' IFIlER1DR _3D.D 72-0 1r Y - fY 8 1T g 1 -6 12.-B" 10'-7" 12-01. 12 B' ti,-3" 12'-6' 3D.O 12 0' „5'-9 11'-e" 9 9 _12`:',•6' ..t2.-b; 72 :,,..: t0 7 10 7" ta',-li 9'2 12'6 72' M 17 71' t0'-O' 12-g 12-•6" 10'-a' i2'-e' S3A 13'-13 6. 2 7D 11• 9 2 1 -d IT•-4', 11 11 10-0-' t2 L _ 0, #' 12'-e' ;WsAO,_ 12_D� 4 10- 1D . ... 12 & 17.'I6' 9'-7' IX-6' 46.a 12'_D, g 9 tD 9 8 8 9 it. ., It 4,_. 9•_6• [:t3-5'.....9.-'7"__....12'-6` _ . -_...- ...._..... „„," ,_„„„„• t7 5 ItT-.if 10 ti a-1- 12 @ 1t.y,F" a'„0'.._ _72=g_ IaA 12-4'y,.. 8�.4 10'-1'� 8-< E2'-D 1D 11 10 11' a'-1'TW 72 M -'Jw 12'-0' 8 0' 94 B 8 i,u.„ty D` lO,.s :. 10 7._ .. "_ 12'-6"" EO.G 1 .,Q..,. & q .._.9'-B'W 8 7 TZ`�fl }0-[` T.._. t"'7• '`_._. • td17 72•-D' 9J .,,. 9'S 7' fa 17 g' R'•-4D f0'-3' g'-B'_ 72 D 70 +. e•-' '. .. .. a _., i_._. .. .-6' gS.O -.{2"r0`_. .._7 1�. _.85.. 710' it"-B t tR` _id 3• a-8'... �12-E'.. ff T 12'-6••.. W»- _:.a._t),'_..e 8'-3' 12=}', '" .B_?._ 7''s .__t2'-6'_ eii T2.0`.. ,7;-6• 9 T' �7 fi 741-e 3'9 _ a'-11'.. e'-3'_. .T.K'a -yr.-9' 12•_6•&iE0 1a "7`ufi' 71x S: Y 7• ,lt 0 ff 1..._. '9-8' B'-0' 12 9` a 3, 7 B 12'm6' B.Q t2-0"ry a2 8.-11 7'2� 4t.0" 4 g'-g•�_.�-O'.•..,: µ12,.g ,.,'7-5 t8'-,. �...... _ Y-10' 12,6,. 8 ii 7 2, 72.,6. ,- 70.a f2-0' fi 17 g g 6 11 ED Y' 9 9 0' S'. 7 10 32 a7" .1'SD t2�W4' 7 1,,,• g S &-et' t,17 a g-D' 9.-3" _ _T-e' t2'-•0" B Y'. _.g...11. .??._6� 7a.0.. ._ta-b'" .C'8 ._._9-g5:..: a J .. . .. s _10 3 S 2` 9 D T-S' ...... 9' 4„ g'-g 12'-8" a0A 1M A 6 5 g'-4' ,B 5 10 7 g R 9'-0' g 1 IIDA t[„U• g'_61 A f tY'-S" B-9 ..._7-..11. __g-10 7 2'.�... iSe. - .., 9-g 12..6„ f5A 12.A g..j gz .g'J itF=_i T FY' ......e'-10- T 2 € G0.0 7Y-q 9 !g ------..,.8 2 7'-4� . . ..7_o i2 s`..._ x` zG' S'.-4' 12-6, ...YRa� „_fT3,ti 12,R' a 4 Y FO a Y7 g'--e ,7••9 8_-6 6'-t0' } 12 ...._._._Y .._._. 6-2�_._? -6".._ OSA 5AY... 9 11 T-10' .__B' H 8'-8 Y'"6' B 6 6 i0' tg 5-9 _..,_.g S t.-k 8' 3' a'-a• Ii-5',..,„ Y-tl;,. 6'-0' 72'-8" 100.a F2,�„'A' G S ...T•-6' S' a a 7 Y.4- 8 s'__ 5-6" tt 9...•..µ'g"O'_.. .I2-8'.... YR5.0' t 1-s'}' B 7 ?•1-" 5-!R' - '7'-�t :8-$'' 7'-16' g'-g" 11'-a' -10. ..,tZ ,... T.. e,0. 5. .._ r-7 ....8�__......_ /_i - - 5-3 ..1ty-6". ..__Ii5w, �. SCHCML tt3 YLIMiTi i L�Al3 PdULltOt1 SPACING&SPAN INSTACLATIONt - SCHEDULE zb' tl;tiyT➢TEp I;CiFip.MULLION SPACING&SPAN CNIYTAlLJATtOPJS FLOOR TO CEILING?' tALPi>ED't fdOUNTE.D &PANwLFqR END&INTERIOR MULLIONS FOR AA•, WALL MOUNTED Mg SPAN•'fit FOR END&INTERIOR MUE. ONS FORA N. A:$:D:99.%ON PRESSURE ins f1AND FOR 12'-ff".?CASE IT&9-Q"TCASES la&Its MAX.MULLION A.$.0.DESIGN PRESSURE RAT}NC,L�.B�€.'s AND FOR 17-W 1 E Pt$8'•b'iCASE 11'MAX ...:. ......_ . .. ..5 A ��I r. ......, IMUM MUk.L10N SPAN (F7) MAXIMUM MULLION SPAN V u4xfG'd"x6"xftd'TT#C+C ^IGt_;°¢ 14J THICK G3 7krx1* H€CK - .._ L Gf4'x4kS("})lCl(. G1.4'x8"xTJ4`T3{u T ,G3)2x1'xV4'THICK iakJ....A LtCRd ` ..MULLION. ct1 utDB � lp � nT1 fT taTwe ry aaxuli' " [q au MULLION t ° t� €.f1v�eN rm ma117 Da�xruun v Q�t {p}t r Nn . rr r) (R)° f iII)t Wit.. tot tug t3t Cfl}fi U40 'INTINIOR INTERIOR ENO it,RTft n,.: [ .A#ULLf hi - ..... . ._ -` :. :'DO ..onEm" Em• 7N rofA. 87Imm 04D. INTERIOR i •„76O 1a-D. T2 a la 6" i2 a 12 8' - to 0 a 1a 0' ED,a 72r0` _ 12 Y F2-6' i S 1 t 12 e T 1 i2-$ 12 a T1 1 2 e 11 .:per..• 12 IZ'-O" owl -= tY C. 72 S 1tl It i0 /7 t[ e' It 1 ,s L CAf'' 1a.0 t2-0 iY'6 lbµ,Yi kG �,i,m,Wta-a 72-0 17 7, iD"d 1d 7 12.8 11-0" ...x1 iNTEFtiQft: 11,: MULf..IOt:( Rk,..., t2 O" 6 YI, .12 _ ... .. _, ^. Wb 12 Tt ..D'-#".. ..11 t'_g• ..,..}1,_0.. M,t2 t2. a 12-8 -'_"- t2 fd,0 g-6' _... 12 6 }2 B•� 12-g 72-6' ., ie 9 O D 9 MULU6N SPACING: &" atEa B o e o D s o Tsmm_D• DIEM .a.tadt B.,b 72 S 12' g t2y-9 iz a u-O^•. ". !�A b-0 _ 12 g 12 6 T[ 1 12 6 11-O' ✓ _ ....,,. 8-0• 9'.fi" 7 B 0 ,9 0 B D' it-O'. osv 8 0 9 T1" 9-O 9 0 9-O 9 p' .tqo % D tx z tz n a is a It MAXIMUM,MULLION SPACING SHALL BESUCH call i0.o g o s e-D 9w s D s o" .__... _ c DES[MAX.ACLEiNIRSLE�SLAT SPAN FOR THAT � B-D D a .... _ -- D• ';_•„30.@ a D a ,., D D ,D'-D s D s-a' pE.S[Git,Tl.C3RtTSHITLL.NflT6EEXCEEDEO. yyUp :a' a a-@' s-v s•-Q s'-n a-D•"' aDa fi a e Lb a. 9 6 1 s o 5 D• 9 f( I MULLION CJR{SNTATKIN d$AS SEEN FROPdTHE a9b % D 9 0 9 D s a +e o n c a c s e a b s D s v, OUTSIDE(EXTERIOR)OF PRODUCT: - s D a s a s s a e D a..-a. ..... 9 0„,„„ D -,IT'D ..a-0 -0 9e,u 7$'-6 -•0.' D,-O 9 O' �'.'......_. 9-0_.... ,.,ht a 0. 9 O D-@' 9"•-0 B O 9-O. .-._. „.__.,..,:........„..__T 04.�I ..:.e✓149 g 0 - e. a D '� i1P. (5r{�fIl it rDr.won i'1i1oc}ty Hurricane 2a:o} y�t It a" O o��l,,t4,� '•(�'/,��q} .oaeza tg.7L'CO gaC ±y^p�� 1NiA1tl1 en 9-tt"�, Cji�l ' "".--"'--..-•.-..-..»..v...._.�.� Dlr�Giu9 6�, u.v. FLORIDAT1r1it D+ti S N. Bas 8 4 B 0 B 8 f) 3 9 O SWO 2 .'` 1tIZZ T`-$ 4-0 8 �t 44167 {A }°� r1�p�+�y. 11CS�( g6f8/M25 - ._" g 9 WU'^. 7'^g" 7" 4. 9-0 a D"�' ;. Not 44167 �� ,�»'.:�'_Y" r. �l ': C o fisc. \ SHUTTER �'RKI DOE ... ...,» rn r4 t r cp4mrmuo cokrrRNt S INC.'1fx44' _ I-a•=u' 7 ... Y�-p•� '-D• _ s'-D•-. •#'.. .1y:. .1k^" ,r µ~ roar 11:5T7 EXPERT - NOTE:USE Sr-0 IF ANCHOR CONSISTS OF HILTI INC HLIZ-H SCREW OR POWER FASTENERS, "a `07°}i"°r gsg�� TMRruoRE opvt .F a.c: Lew tlx7ar nu .� [lzxxnL-soli 20-064 a STATE U C = ma: tdCO@ae1 CG: FORT Sr war.;FL saY8a DR�wwc Rc WcDGE St:T ANCHOR.SEE SCHEpUEES}&2 0t+{SFIEET tOA. ,,h. +� r.W., To-oust,rA& m)all-so U FAG H t t _ noMR mw E& 1 `.. m u. .n w, I.a.E:,SEAC/ GIVATUR.JDATE:� •- sxEET 25 Or 29 4rrrr7$ltNfl11ti117Y11xY� _ SCHEDULElc SCHEDULE2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR ENO AND INTERIOR MULLIONS FOR AGIVEN MAX SPAN(FT)FOR END.AND INTERIOR,MULLIONS FOR A GIVENA,&E) A:S.D:'DESIGN PRESSURE RATING(p.s.f.} & A T-WMAX.(yULLiON DESIGN PRESSURE.RATING(P.S.F.) & AND 7'-U'MAX MULLION SPACING SPACING(ft) (FT) MAXIMUM MULLION SPAN.(P.) MAXIMUM MULLION SPAN(T p VAlt.. ..... ... -.... MAST. ._ 'DE32N d1f0M1lOtJ O4-A6"xY/4'MULLION GY 4'k8"WW MULLION rG qx?'x1/4'TFIICK(318"FLPNC MLLLV4 ' ' �9CY ©4 X6'kY/4"MULLION GY 4'kB'XI/4"MULLIONn�qm.MUM GF 4°ATxt(d TE Cif RAfM t .° ,OR'ITAYtON y1 � GMENTA.Tit„d 2 0) 0MCirAT10N 1 �=)t OR7ENKnOro •f:� :•MA1 3 ' FLA1lGE}A11"ds:kTff r 4 ON2YTTAT:QN 1 ORIFlaTAlfiYd(T ) ;•� CRIENTAT'AN y1 :O(AENtAt10ro 2.(Q)t OFBENTATiON t .ORiENiA710N¢2(n) OfilWAMU 2( )Y END INTF780R ENO INTERIUti END' itdi'JgOR END wr sm t END.. - END !&twlk END INTVWR END INIT3lIOR END ttiTrFIDR LNO h'fE4lOR; FfdD. EH;�7r: 70.0 7'..A 12'-8• iT_•-6' 12'-0' 12-6" 12'-8' - 12'-6' /7'76 9T'-$'. „1�-6' - -12 6 i2 fi., ,-RfA 7'-tf' ty_g' 12'-9" ..7Y_0• )2'-6' 12'-{3' 17.-6; _t2'-6: 72'-8 I: 38A 7-0 12'-a' ,:1Y-6' 12"8' 12'-8' 1V-5" 12'-6' 12'-6' M2 e- l2-6'. fOA 7-0 12'-,6 17-e" 12'-6' ,2 6 ...!2,.-6' 12'-:-,.,,T 12 6-.-.-1Z.,_d„..-.- t2+-8'„ .._ _72 6 72 8 _ .-G 12'-8' 12'-g' t2' 6 12'-6' 12 6 12'-6' 12'-6' 17 A' t2. 6 ".._...-17!.�R 12'-8' 12 8 12....8__.`t2'-8_ '7?'-8 t2.fi 12....6........ :i2 6 ::. 0 12'-6_ 12 0' 12 e. ... }2 5 12'-6' i_2'-6'_.. 121- .-... 7 ,_ x�.: '' ...... __ _ 6 2 6 12. 12 V,. ._50A 7-O 12-8 11-7 12'-6' 12'-6' 12'-e' f2'-8" 12'-6' t?. ... s2. 6' ... ..12 6 wf2 S ,.T �.�. 12'-b. 14'-3' 12'-60 12'-6" 72'-6' 12'-3' 12'-6• g1� 1� 6' 12 B !1 8: R7Q T-O_ _2-6 11 W12'-5' l�.D 7'_O' 12'-6" _10'-it' 12'-6' 12'-6' 12'-6' 71_1.t 12 8.... t 8'"w i'?6, __... 12'-6' t2 E qp,A )'m0 12'-e. 10'-1t' 1T'-S'_ 12'-6' 12'-6 12 B } &M 08.0 _ .T-0' 12•-6' 70 12'-6 C•'6` }2 6- 70A11-g ...... 12-6 f2. tF - �,_„ :--R t,_,�2-6�. 10.5.. - 77_g'-.. 12 6 �72, 6 t 3_ -11-8•W 72'-8 1,.f--$` t -A'� Y�.O' 9-11•,.,� 1T It it 9 it' 10 12'-4' j-0 9-9_ -70'_2' 1..-t 72' 6' 10'-7` 7i'-0' t -6' t2-8' it-4 - -6 .... A •7�A 11.-0 4-0' 10'-2' iT' l' 12_-e' 10'-T 71'-0' i2-6 }t00.6 T-T 10'_7_ 9T 9 10 1]'-10� 12' 5 it S' 10•-8� 120` . .17•-Z" 10'-4C .t2u. T0 10 7 8 7. 9'-tO 11-iC 12'-,5' i�_8` 10•-8• 12'-6Di(f' 12: 6'1• 10'.-5 1:c 6` _ 7=U 1Q 2. A'-5' B'-6' 11'-7" 11.Wi t'"-1p'-2" 50'-4' -12'-6 A-3. ,72 L'��. it'-5' 71'-8' 10'-0 ��. 10'-1' 12•-6" 1 510 t f2 $ "' ,.,_..____ ... .. .... ,y. + _i.ltSZA ."'„'O 9._.��_. 9'-r .._ 9�.-3�11-5.�....,, 11-6�,.,._ Z....._.. 10'-1" w.....i 2'-8 i0:....t S [ 6,..... 9'-1" 77 3 11�2 8'=10 9._/0 -t2.'-6 it 1' D 8- t? G T=Lt 8'-8' 9'-t' 4 1' TV-3 _ tt 2_ 9 10 t2'-6 iT0.6 9_?_ l2"$ W 9 ....._ 9-5 (q,0,,,u8_iD' 40..10 £Y.e 9' T 12'-g a ,8'. 12'-D' . 5781) '7--0', 9-D' r 8 16: - 8 7- 10'-11' t0'7 8.-7' _ 9-8' 1Z-S., 50:.5 ._ _..8' i +1: -6 _"_ .. _ 120.0 7'-0t b-S_:' 0 ,®. „.,.,..0.-g'.: �0'-9•_ 70'_3' 9.-F ._2., ..... ..., ....-;�..�., ;.I1 Qom,. 7,A 9.6 6 10'.. fi.-7. }0'.W.;.t_ 10-T 9 7 P',-5 F27fr. ti a" 1•:-::; .. ,t2-Bw .1G 7 tO-.0 9-4' 0 _ ..... yt9'-7" 10 0 -2 8.-i i-. 12' s. _-g'-$ w..µ6' S-Fwi2-6 _ ,:,jam T-O _R-d_` nWS'_ 'g 0- 10-6•.... .S 3. �•D' ? >.tt 1Y,r 8'-5:- Jr f3t1A O. & tP--h. 3 -70'-4 9'_T _8'-1 8 9' 1216' 9'-6 7 <. 12-6'. T=O ,.S'-?'. 8-4T-9'v - i '8 / :0.,�,n .lam 6".. 8 2'.. 17•_6• :_f�DA 'r-i1:. 8-0.... g'Y. t "..,. tU-1' :9'-4 .9 D B'-7 ,.12-6' 7. 'io.73- -s .. ,Y...Y .._ r45.0 .'::9" 7 iC.. 8 Za,,..:,.., b: g_g• g•_2 _.. 6.10" 8'-8 fY'-6" .....9`-7y�,; .. Y 10�'. '12. 0 _ _ 7.,_R Y-.`iD ti' 7-5" tU. t 6 6 tY ,6-8 iL',b 7 10'.__.12'_6• 7 4 yD„-0'.._..__g R_ _.8 0 t..d 32....f 7..8::.._ Y 1 ��-2', -•9'-tfY 8'-8'. 8'-3' 12' 0 :-1 .0 Y-O 7-8' 8';7,9';.. T-2'. 8'-}0' 8 16 ..�8 8 p'-3. ...Yg'-5 7 6' Y}2_g• 8 to- d'-8" e'-T 8'-f' 12'-y: e_0., .... ;'Y-8• ;�' T 0 � .T' ...T-.a-.a. {t.;. 7,_:_ ._ _. ,. +.� A 8'-9' B'-g•. .8=7` :8'-Y'' r 1 17•-? 7. 5•: 12'-8'-; "MAXIMUM MULLION'SPACiNGSHALL BE SUCH THAT k;ki. ALLOt^i 5 SLA.TSPAN FOR THAT A.S.D.DESt(3N RESSURE RA'RNG s4ALL NOT BE EXCEEDED. t MULLION ORi04TA7iON{S AS SEEN FROM THE OUTSiRE(EXTER(OS2)OF PS 99(}CT: .c INTERIOR I -.. MLIL?IOM Illllif fr� _ FLOP.ifAC S1:VI`4G',A 5(NOn,Wq!T Vatacity Hurricane Zeno) UNA11n er: 167 itMULLION SPACING "S" p[ t yy -�:; c 0 xtattaryTsbutterSlrstrs+ Da/alz6ao .. i L7T 7'C7t raa&E1N;IN[EeiNG COMPANY EXPERT SHUTUR�'SERVIC€s�INC. . L"Ra S.W wNnNGRT IImYE taaR}r}uc.ie,:(S�yll1-int 20-Ofi4 FIAT {}• f �-* 6ccOcc.wm P2R7 ST lOCC RL d496a G LA-'glpiT/i9 tMtNt:t1RDi"7�C ffi t rAW.,{tr;)tl7t-:ykY1 DRAW17iC No ,,11't rt'` V4•lPR A.kIWT Jr.P.E. a+.�" ssrorsv ... ., ��C,;.. .,`:.• �C�`�..C. S&xt/.iG."vAR1Rr,:t'.:TE` 'L1M^.A�-'.. p aafal ua,a-a.. .. �slirrT za cTze . 7qt 4r itt1tiFljitylV��' - '