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Home My WebLink AboutProduct Approval ffif 3 9C[S Boma ;Log in € Usor,Registration. .'Not 7 oics. 5UbMit;Surtitritge Stets i'z F itY;, 'Publications I'Contact U.S. I SCIS Site Map Links Search i ,. _ . .. -d Rota y Product Approval ' USER Public Liam-, ..FiMd et An tion:,v6rch s AR12ticatian a ist>Appli[atlon Dotaii FL'12246-.RS Application"type Revi9 Cbde;Versioh 2020- Application Status 'Ap ropes FILE C®PY Comments. Archived Product Manufacturer" Expert Shutter Services/Inc. Address/Phone/Email 1626 SW Biltmore.SIT Port"St.Lucie,FL 34984 (.772)8714915 Ext 106 ,. �:talleipert@aol;corii ' Adthorized Signature NticIhael Heissen604 `caileXpert@aol:coin''' Technical.Representative. Michael Heissenberg... .AddressLPfione/Ernall� 4626:.SW!Bilttnare;'St P..ortSt l ucie,'FL,34984: ,(.772);911 5915;:Ext:106- "Ga1lEzpeit Quality Assurance.Representative Michael Heisenberg. Addressjphong/Email 16265N1:Bilm6re-St" Port°St-Lucie,FL 3.4984 (772}';871 1915 Ext 306' Cal l ExperE@ a o.com` t Category" S..utters -Subcategory: Roll -up Compliance Method ' Evaluation Report Worn a Florida,Registered Architeck;or a Licensed Florida ,Professional Engineer Evaluation:Report-Hardcopy,Recelved Florida Ei ginkr,.6r'Architect.Name who developed tlie-.Waiter:A.Tiilit le.,.RE.. Evaluation Report Florida License `8E44167' Quality<Assurance Entity` . National Accreditation arid'Management.institute Quality Assurance'Contract Expitat on'Date 12/31/2021 .Validate'd By John.W:KnezeVlch,.RE" Validatl6n GheckUsi '.HardcopyRecaived Gertificate,of Independence FL12246-RS COT."CO3 Drtikg 2Q-Ofi4:gd[; hit rancia&Standafrd and Year(of-Standard) Standaird'}. Year ASTM.E4996 2012 TAS.201 1994 TAS 202. 1994 TA5 203 1994 Equivalence of Product Standards Certified-By I 'Sections from t6Q:Code Product Approval.Method Method 1 dption:D: Dateesubrriitted 08/Q4I2020 Date Vafidated:: 08J19[262q, Date.Peridfitg FBC.Approval`-. 08j19j2020,, Date Approved. 10J13%2020e, Summary of Products:,. PL#. Model,Nnmberor Name._ Description 12R6,1 Nauttlusf2o{ling Shutter System Extnlded aluminum NauiPius Rolling Shutter System`. Litnits of Use; Installation Instructions- Approved for use in HVH2 No :&2246 R5 1 ExpeAShuttter,PED'Drw r;20=064.pd� Approved for use outalde HVHZ,des. Verified,By:.Walter A.Tillit Jr.,RE.PE 44167 Impact Resistant..Yes Created by Independent:,Thlrii Party Yes ` Design Pressure, +1,60J-160. .11 Evaluaiion.Reports. _.. Others State Mis§ile.LeSei"D"wind zones`,i',.2,3 an"d'4.(basic: Ft12»46 R5:AE Ext7art ShutterPER Drwg 2D-064:pd�' protectlon.only) Pressure rating: +30 30,ps.f at 20!A :span Created by Independent Third Party Yes wail mounted .and+i&0,=160 s f at 8'.-0"span wall mounted)with 112' slip.:See sheets 15, 16 and 1211,for additionai.preseures and spans,, .COnisrt US :76D1 el r l R"�.T II h •. $E_aS.StI1:.Asa_�.a_�.�r'�:flo QZi�Pi7tfRH:eSO•A87-10Z4 The State of Ftonda+san AA/EEO,employer rkypyriohh200-2013 state of m6do privacy statement;:�Accessibiigy Statament�::Refund St4t4h4k -`Under Florida lave,email addresses era public6?Iords.0 you do not ivant youre-mall addmss,released in re'spoose-to a pu6iic-records request,do not send electtonic' mall to ttiis,enuty.Instead;contact the office by?phone•or by traditlonWniail:if you have any questions,please contact 856.487.1395.'Rursvant to Section'455.275(.Q', FtEdda Statutes,,.effective October 1,2012,.licensees licensed under.Chapter 455,'F.S,'musi'proylde the,Aepartment`wth,an'emaii address'o.tliey have one.Tfie lemaiis� Provided may be used for offidai communicatibii with the':licenseo:However email addresses are public record,if you:dg Ytotwish to'supply a personal address,-'please' rirovide the Bcrpattmmnt-with';an:emali address which ran;tie made avaMabia'To-the puirlic:.TadatarmMe if,you are a;Ecensae under CYiapter'.455,f.$:;'-Dlnasa dick:hdre.,: . Pr6du6t Approval Acc+upts .- - GENERAL. NOTES., a.'ANCHORS smu BE 9R6TALLED FOLLOA4NG ALL OF THE'RECOMMENrAiT NS AND SPECIFICATIONS Of THE ANCHDR'S MANUFACTURER. ., n 9,ANCHORS REQUIRED'FOR=RM,B.4FL4'CC#7NECTiCIN$'SHALL.BE AS'SPECFFIEU ON APPLICABLE SECTIONS,SHM ON SHEET':9, i.NAUIRVS'ROIUNC SHUTTER SYSTEM STROVlN.ON TIiiS'PRODUCT EYALUAii�I-DOCUMENT rrP.Ed.)) IIAS BEEN VERIFIED.FOR COMPLIANCE:K ACCORDAHCE'WTH'THE 202D.(7th:EDITION)OF THE t10RiDA HUILDWO CODE. <_3/9'mxl i 4'CALK-INS Yt4NUfACTIFRED BY,DEWALT.[ttC,'NAIJKLIS'RDWMG'SHWER.St'5TEECSHAUL NOT'SE WSKILED AT-HIGH VELOCITY HURRICANE'£QNES?(it(All-WE � - .: :/ D COUNIIES). -1/4"Ox3/4 SOLD-SET mwwACTUREO.6Y'ALL.PODA.INC. I` 3/6'e KWW BOLT TZ:,MAWFACTURED BY HILTi;INC:." DEStGN WIND LOADS:SHALT.BE OETI3'+MNED AS FER SIBCT(CN,1603 4F THE ABOVE ME1,17MEO Cool 5/16,"o T.NCOti.WoUFA..='o Bf-RYK BWLOEX.'tfr Flat A BASIC WIND SPEED AS REQUIRED TY TItC-dtt!'n".,DSCTIQN WHERE'THESE SHUTTERS WILL Or:INSTALLED FOR A'INRECAONAITY FACTOR K&-&W.USING'ASCE 7-16 FOR IN57ALL41IONS-UNDER 2020,FOC MINeCUM.:EDGE.DLSTANCE'AND SPACING FOR ABOVE MENTIONED ANCHORS-SIWLL.BE AS.INDICATED'SELOW OR AT'ABOVE:WafTiONED:SIEEE:T. AND.SHAD,NOT EXCEED THE a xldeuM(AA.o.r DES",PRcEmw-pAVmS NOTATE WIN ON SBEETS`15 T 18 8 20�TFUA126: EDGE DSTANCE'AtND EMSEDMENTS'ARE BEYOND ANY FINISH UgEPIAf; EEd6£DdR£NT 7N'ORDER TO VERIFY THE ABOVE(.-DESIGN; ULTIhL LOAM DESIGN WIND LOADS THEM BY 0.6 PER A5CE 7 tS GROUT`Ftltf?I.'OR SW4.1 8E,FIRST REDUCED TO A5.0:"OESXIN Wlt LOADS BY,MULTIPLYING 7HEIA BY 0.6 IN ORDER'TO ANCHOR: SPACING:O TOM EDCt DISTANCE O'100X CONCRETE CONCRETE.BLOCK TO COUFAPE.THESE'W/.WJt:(ASD)f1E5IGN PRESSURE RATINGS IND070 ON SHEETS is THRU 18&20 THRU 26. 3/a#XTAf4'CAX-W 3 3/4'- 4 1/27 i'1/4•(30DO P144 NOT ALLOWED 2,tN ORDER TO VEPoFY 1INT:CQMGI6NEM5 AND'MkHORS ON!THISt P.Lo:AS TESIET)WERE NOT OVER STRESSED, 1/4 6x3/4 SOUO-SET 's 3' 7/8T(3000 Psi): Nor ALLOWED A 33%INCREASE IN ALLOWABLE STRESS FOR BIND LOADS'WA5:NOT_(ISFD IN THE'9?ANP.LY9S,fASTENIERS -3/8'0 KWIC BOLT TZ: '9°' ... 4' 2 1/2.(am psi);. . NOT`ALLOWED .SPACINGS;rO.WOOD HAVE BEEN'DETERMINED N ACCORDANCE M R0;6:20t0, 5/T6'G TAPCON X. 3 3/4'. 3 1/8' 2'1/4'(2899 psi) MDT ALLOWED. ACCORDA ROLLING SN SECTION I W9.1'S ADEQUACY FOR ENTIO AND'CYCLIC,TAMERICAN PAS BEEN VEOUTH W, :10:ANCHORS'REQUIRED I'OR.MULLION'CONNECTIONS SHALL BE-AS�SPECIFIED'.OH�APPLOaE,SECTIONS�Ifft1N�ON SHEETS 10, . ACCORDANCE DAfl10E REPORT" SL`GT10. -08 AS E THE E 1 MENt_188 CODE AS AISERICXN TEST LAL OF SOIF-' .... t",1%,'1.SA f2, 12A i3&.IA4. . FSTALLA REPORT A.'1ND O NES 1. PER AS4, E 1996':E t866 Atfi E 3d0.5TANOARDS,�uVI1MNG INSTALLATIONS FOR WINO Z(YATS 1,2. 3&4,RtCaStCE•`IYPE 0.AND ONILY'AF71:fCA9LE TO-BASIC PROTECfptF -I!g1K�tT R.EXPANS1dN ANCSIOFR'tliUtUFACTURED 61i:.`NBLTI; OiC, S MSFN1ATgPISASOEFXlEb BY SECTIONS B.?:1.1,E2.1:2'AND E.3 OF ASTM E I99a SE8'SfNEE75)9:&20 -HIfS�H SCREW ANCHOR NANEIFA.CriJREQ BY MLT Q+PC: FOR ADORTONAL LUEITATIONS. . -WEDGE-BOLT ANCHOR MANUFACTURED.BY DEWALTl WG. S.ALL AUIMtWM EXTRUSIONS SFV1%BE 6O63-T6 ALLOY_(17NL;£SS OTHERWISE NOTED),5£E SHEET 2. MINNUNI EDGE DISTANCE AND SPACWO FOR ABOVE MF7l mm.ANCHORS SHNI..BE AS INDICATED'BELOW OR AT'ABOVE MENTIONED SHEET:. 4.'ALL SCREWS L'EWT.END RECENTON SCREM! : TO 8E STAIFAME STEET.304.OR 316 SERIES WITH SO'kal EDGE DISTANCE AND USEDNENTS�'ARE'BEYOND ANY FINISH 1IATERIAL; YIELD STRENCM.AND 80 kei TENSILE STRENGTi�.RCORROSWN RESISTANT.COATED,CARBON.STEEL AS PER OWN EMBEDMENT'D.NODZ'. 50016.ALL SZ3,ARE•TE#C SCAM MAMUFACTURED B/frW wAwEx&SHALL COMPLY W/ FLOTGDA BUILD= ._ LUD TOR CIR6Uf FI rnnF Fc 71ON 241 1.334 3 J4 g ANCHOR SPACUdG Q'IQLX EDGE:MSTANCE O 1lIOX CONCRETE CONCRETE 81.0 L KW W.;re'. Ttor,uca+m S. BOLTS TO,BE ASTM A-307,OAIYANIZED.OR AISi 304.OR.316 SER&'S'STAWLESS STEEL WITH 36 ksi LtINlUUU ''1/2 i KWfF;'B>1L'Y'N'Z 22 S/x' 7 1/z' 3 t j4(30Ob PSI) tiQT"ALLOCFETS ttl1D;STRETIGIN: - 3/8 0 7Z 6. 4 3/8` 2'(3000'[?SR) NO7,ALLOS'ED Qf NAU1tW5(IOU.IIG'.,F'(DETER'SYS"wAsl U.S. PATENTS,P8.G9S=s A40 17.409,080, 3/8 a µlit-(SCREW 4' 8'.. .r(3000.PSI) •NOT ALLOWED 3/8 E:WEtVZ'-BOLT. 4 1/2" 4 112- 2 1/2'.pow PST) NOT ALLOWED' -7. ANCHORS TO WALL FOR SIDE'.RAIL SHALL BE:AS FOLLOWS: 1/2 0 TITS-H Sd9 OR *T.. 8'. 6� 3'(3000 PSI) NOT ALLOWED.: . 5/8 c HUS-N 9olas tYt t k8i T 1/4' .7 t/Z' 2 t/2",(30D0.Psi}, NOT ALLOWED , (A)TQ EXSTING POURED CONCRETE,MIN.DODO.p:aN.(XIMPRESSNE STRENGTH; . if THE RNSTALLATMV C64't7tACTDR i5:TO SEAL,/CAULX ALL PRODUCT COMPONENT;EDGES WHICH RDMN'IN C0IVTTNWUS:CCNiACT WiTH THE BUILDING 5/18 m:TAPCON XL AN•CRDRS AS MANUFACTURED BY-LPN BNLDD,.M. TO:PREVENT WIT414 f INTRUSIDN,CAULK AND,SEAL PROD=TRACKS.ALL AdtOURD:.FULL,,LEN=, '.:. S/6 f•tM SOLT 'S NiCfiDRs As MANUFACTTREO'OY 11ETi,iNC,: ..". TZr^1T 5M4L4"BE THE Ri3PO7+Stt9sUT'I(7F^IgE.CtutTt+Ad7�Q YERiE't FHE SOUNDNESS Wc TNIt STRUCTURE WHERE PRODUCT IS,M:BE ATTAOM TO' `AL9 6 *vm emb4b'd 046 OOURW CONCRETE,SPALL,OV, ::MISUURE 2 ER ANC,j10j2ACE.7kd5:P.ND,E1LiCr SJi4,LL BEaATIACt+EO"{Cf GONG(.+ c%C1ftL'TE.:BLOCK OR`SYL'K}D Ft3A1•,iE^t}t9l,DJNGS. Z /4'FOR 5/16'4 TAPCOFI'XL ANCtiOi,R$8 2.1/2'.FOR 3/8'P FL'ydK SOLT,3'ANCHORS. -. F.NBFAtIENT INTO,51UCC0.,SMALL BE,CAN�DERffi raSi PAKf OF THE.REQUIRED,EMBEDMENT.. 13:'iy15 PRODUCT'S ItStAtLartON SHXtI.WNNLY#TICK A11.SPOC;x 1ND;~MTE4 IPF Ttt1S E+RAtiYWG T�LtNS-;Ath 3�jtrijAG Aa10 YOta!�ASG$t)rGULAT:gNS;PROWDED RSOaGTON Y$tERE 1?EFiLiff t8 AI'PLD;TD a,2)41 FOR 5/16 11L5Tmm APCON %(!:DA ANCWO HORS, 5 FOR 3N�8'e KN7KABOLT 3 ANCHORS. EDGE'DtsrANCE L 8EYD7d0 74:'.itFTiHQ MECFUl11SM NOi PART Of`fN15 t+PPRO+JAC.. ? / RED LTY TH JU s..,. . {RMSH MATERIAL t t,;. a}TE{(S"P,E,D. PRE'SaAR£D DY TFTS;EPCi1NEER Ex;Tu.NERIC J+MiT DQE:r�?fT PROVIDE'{NFO1TtAAkIH TTSR A SCFE SE'ELTFIL FRWE4i I..'WHERE 1HE-STE T S}tl CkSE TFRAT PRECAST;STONE.'PRECAST CONCRETE OR BRICNC PANELS.VENEER OR'PAVERS BE.FOUND.ON DFj'10hI5 DEVRAlE FROM 7HE P,Ed3 a . THE,EXISTWOr WA1A:(IR.FLOg2:ANCHGRS' If!I,aE TONG ENOUGH7'D-RfsTCH:THE:NNN;SIRUCTURE•BEHIND , 5CK.!€PAN£L4 ..' .. . .. — =:dlr}iNrRACTOR j0 BE:=PESPON°-ABLE Ffgt i.Hf SELECTiQtd P(1RGHASE At�EO iNST�f.EhTi6N BiCLt2F)lTd UFE; tTY[OF'"1'HIS,p1t004FCf,WED()N T195 TO ExISTNG GROUT:FILLED CELL CONCRETE.f OCK wALL,:AsrM C,-90 p.t.D.,:$fRy EO HE/SHE DGES,�J+tT ) V9A1 ', FTitE COtiDR`0?LS,D TREt.E1S.Okt;TNi"�. 0061:i RENT L S`I,STi?UC£,Ott fET)'/+,T SITE.ts•THE . -.- - tTTRliCTORS kESPON51d.LTrY � - ,rApCON)tl AtlCFIORS.A.S.MA1RupACruRm DY tTW BUILDER.INR �.,�)i}6a P.EO WELL 6E-t:ONSIOERED 1Hi'AI:10 1F:,ALTEREO T3'N•'.)tNY MGWS'i .MiNtilUY EkB£D3tEl7 OF SJta'0.7AFCON XL A1vCHON'fS;WtYi THE GROiIi FILLED CFYL CONCRL"FE BLOCK ..< - - SHALL8£:2 S'4. ., .---. '•' siTe.'Sf?E$IF1C PRO.ECFS 5JRACI::NSE PREPARED BY AF1:GRlQ4'REC#STERED ENGINEERAR:AESgtir`fLCT WHtC.µ,W1LL W,ECCN4E.li•I9.ENGINEER;OF k'MBEONENT ilJi6 STUCCO SEWN BE'COlRSR1CRE0,/i4.PART'OF THE REQYi€RED.E',NafOME1fi. z CORD(c.O.R,T FOR THE}�TRA)ECT AND WHO MREL,aE;`RESGDN98tE•FR1i TEtE': ROPEE2 USE'DF TNC PE.6:EF:CtNEER OF"RE;ORD;,AGTING AS, '.. &kEt.£CvTj1ED CNGI+REFF 7O TTfJy PED ENCRNEER SIiRI ^SUBkR T'Q�1H L4?T@Y,?NE'ST1E SFEC151C DR4h"1FL-:FOR- :RE 84 L1iN{A1UM F,DGt:'DESTANCE.(E:D.)iOF 5/18 u TAPWN XL ANK461,5 INTO'CROUT:FILLED CELL_CONCRETE , ," - . . ... @E(7fiK�SHALL BE 4'..EDCE D15TAHCE S BEYOND ANY FINISH;MATERIAL. . , _.,(e)TH P.t%D t{xaL BENT'rHE DAi'E AND 0(tfGtFy$SNsri AkiD'atGRATURE OF THE.)?RN7F,�S:SX1NAt:ET{G4N�FI�GF . REt:OHD-THAr PR£FAREO tt CASE THAT F+RECAST STONE:PRECAST CONCRETE:OR!815CK FANEES.'vEMEER•OR PAlAER5ri3E FOUND 01i '` . i 6 DOSRIN0 WALL OR FLOOR.ANCZi0RS.57UlI.BE LONG:E]COUDH 70 REACH;THE SHIN 5TRRUCTURE.BEHIND E&.'PRODJGr fiANsIFACTUREl4's.L4BEL.:SHALT,BE CttCfYTEtJ IkN.ls: 'iD1L`V yKT Jr LTK;.cnON ATrPRDbUCT IN ACCCROANCE 4YRff,Sf1;ION;17o9,%13l OF - SUCH PANE1.5: w =.FI.CeeL44 SVkIaFD CDD£..;QNE_LAsu"SFk4.L BE:,P.LwaiETIR Esm Oftl WNQ.EABELINO-V CQNPI.Y;WiTH SEOTgN T709.R.2 OF'IRNE FLORIOA,BUILDING . >.(C)TO•EltlsriNG Yr000,FRAME.BUfLDtlr 'WPRUCE::PINE�FTR-SOUFH((x-0.36),mxrAAS-F1R'.sc i.,(aeo46)OR TEfl$;A4(IfkL13'StIiTJ.Q/4.r L5EAR7 SOUIHERN PINE'e2•W/G m'0.55 KaW - ,�iNiNtLtliH(lj//I/!J@ C PEREB'!S 7A/TM S7A7'E FWIEi7!1 - . 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G1: AxSMULLION 4iL7MGLLlON:.. .'.:fAP172{4..1A:SftA1MP1ML L6Y 806t-Tfi.11A3MtAlLtN.13'J'/ S78 ALtf.P�ttPA.tN,ICIY ,. .. BJ63MNLAiIA'ISNFAlOY . ,'.ps tlR,ilA B7ILOING COGS S"iCn ffz9h'T�nttx $utrseane.Z9r'+€ �tittit ` 6RtitQ FA.ti'C1J ePrC • 6RRNd tY; 1r E �sr JJro� I�11 tea E3(PERT'S14UrM SEfMCES INC. �` !Vd 441:6 tx r.yy lFnPfF...Ftx.m iu�arr i 'no rcaTF�w znu'uoar own CCC) PONENTS ry «wc YA®Fv G r min-taa ZQ 08d ye+ v 7k". fJ/(y�'�,{j '3't)RT S..cur,%'..Tt-]tY344 �+ / ., e-fic�- dan9 - P�kC C++�7 fq-Ttl:s r ln0.pTxJ.6>{yob WAW€NG tb a: STATE pF s�me�rla a :e wr �� /•' - :fY' fhl./SFG}LtTUR�f{1ATE: mu l+r LP aaffi".. -u mc+. . SItTEi 2:Qi 7e e 14 = s 6 fi 16 31 �e ^SIt�IENfl Nt7i151NG�BAC�&TQP).040 THICK -. & TTOMj f 7leb f tL(tVWI~I:SEC OE f* B SIDE Raul(GOUEt2 SECTION) 8 ALLi t1IN IVISTAK17ER.SLAT ACEJlNINtJMS#ATS1-10. 11 ALUMINLIMBASESLAT 1'' 2 TUBULAR-MOTOR MOT—OR q(Er + ! 14 SPRING GEAR&MOTORBRAC*T80LT5 .• 15 HC?i 4S1 (BACK$�TOP)FASTENERS 8lQERXL(MAIN SEGTlbtst}i= 57�CER5' 17 }FITt=HERS: 0' fiOUSiNfi(FRONT�BOTT 18 'END RETENTION ASSEMBLY OCTAGO AXLI_AJS -.20 SQitrIM OCYAGONAl.E3Rit1E Cf2�7VVIt1 NNEG"ff lSTIb64OR �f-0ASfPlG ' , :- ``, > `23 tJNft/ERSAL Wl7T-I t3�2NE u�'WF7` , . , ^ - -. '24 OGTAGONAL, i 25 ibtik fYILGf�i "ii1LER;EI� BEAfiING' 80 �..ENC3 CAP R$SEMEiLY�t]N1PC}NENT� o _ t�.otziat cane xwY a've icon°7bno) It t1�(1} r Cit}IlD><1G ( iocity Hurt pw osaxaYtxecoW DAM Nv 4g16 EXPERT^SHUTTER;SERVIC.� INC. Tt.IWOyGS NN,Q Yn Lran D10tNEER 4'�L15�NY em'AL 9usien ' 17we ma iara#� = ¢6&8M 146�Ssu[�W ova 2Q-06� .7 719 i�OR7 -IT.J fib ns:cee° GMMN6«a �� j] �, 9dtiEnLL J P.t: o wt!a: o°armo O L ti sN tx.'�. <sTffx wnror T ¢r 3•m 2d r OR10 s�nds}cNaru /anr. a +)itALut`,,`v BOX �tYj6 do Y/7 BOX V/9 lje REAR V/9 �)0 REAR Y/6 dE Yj7 , - END CAP END CAP--- _ t J END CAP- I 1�' --END CEP LIS 02 w._ s ars -SLATS SLATS TS L SEATS •_»_. ... 4 i jJ 4 .. .......... `CATS i —_'"_—"-•i---•--- , _"SLATS. .. _........._._...._...... s .. 0/8 .. .. ..... ._ - S1.AT5 /8 0 8 - ""_'cam Stkrs 8. / --- 0/B 0'/8. 0�8 97 'r� -- ....... ._ ._ — »...__..�r„_.._�°--�"�-•--------_..(y...:�_ SLATS (Typ- Ea. END) - :..._ g9 - .. 5lATS -CAS 416 SLAI S MM BAR PAcm l/� �/f /t ;//✓ / Yn � . ,.. - <�".:GIEDVL€SDN°+'+EEFSs1S��29)"'.� -_., '• � ® - �{,�w� g� rr++��••�1� (� C (� OARS �,;_. _ Mac S:AT SPAN TYPI tt $�� L]Ij Fi Le�.L��ON W�v YTA6C_"K"]L t� :Ft ($a 5CHMJES ON SHEET 15) TE; £E sHeE `. 3.&OR M1 ortEMV N MEI.CLATURE,. TYPICALMNG E WIT ELVATIQN WZ STQRt 'BARS _NT5 NOTE. SEE'SH£EM 2 & 3 FOR COMPONENTfi:.NOfAENGtkF 1?lgEtl aLI' ` '� recr-� stli'FfE;E H�cwt Etlliat aR LE95':Tw+N �:-o•.:aP'ticFal.E iv 1NsrnuAnaSas W;/o:, STO NN,6MS W�S14*CLVtS QOv- r.3TrmR w4 8 6NC114HS.Yf/Fk7GF 75 Ui:- {o)' 7R14M,t w2•VARI W/y;_$ATS A7 DV"iDi lIIWEfJ'8Y 2 S;., iT€R3Af'ER.Ail NUVP aUt�1 u�#i'f!`L'1C�,,d siNt[ER r of Jun+ ilvc (s1 stATs s7F iLEST AFT *iE WAY Drift;EACHSLAT .g 5NAl2 GCtasrSi .. WAA� 8E15771 j)1 5LATr c-T•-?Atl 13£ " .GUMPEkT£D:':>1W?EW Qf'FOAi SEXr:', R:...) , •'.LY?T_Al:'tD-9F5'ORE�?'sif,M-.$4lF(,5 Lr'At"VFYt NT11i-5+4LJRFTtS b+YJdTis'T: �. (D)4 O6WOr (A7e'MUS �k AtVt 45 INSTAtLEI1. '� ,Z. St1l7T'Eft.:F'F1CJ'[L(ARfid:R iWs 41`-0'APF'rLlC T�q 571i)_j,A,7 1NS W/o$YDRRL,. . ' iiA?s AtiAO.H/5ft W f6 UULllCs4�W�NEIG'+15'Li.Rc6i Try .: 1-O„ {a-7.;RshicJF tL t76 X0SIFN Ricf,Eu bsP sR JOa.NC�'Ex D.u,UuREsr0x rsTC+�reRyr.s Cs'b ts�M',3:R1 NpylGvpa-TT'E51 An i+5en.:,['sF,AOO,'TPr:0.1t.N AsR-D.1n E:k9:"R':RO TtW+a 1 5c�€?t r.7 s.:;.Amr::F.SbfA,.Lata r9tr_T K>a,--.d" �5 Bro 7wlh tlCurjwoSElB En NJu Ir oacrntve S J3the iaVe e H m�c.a.� nmo/Zone) la) 2 0n c) a)CURTNN.SHAa,'START,tV/'#TSLATS nt iW:fDCDWILT ¢.R3, aEco INC. L � il �1 ---------------------- 45WAY o"..E + LhiUcCA4M OF Wr;F 'Fkt($),SLlT 4T _ 1 L Nd 44 DATE y4 EXPERT,-SH SERVICES INC. 0'QTauSur©ui STp ENCNEENIHO co gyms mnAtx,. nwr ,rev. ...tmrni-1m� 20-06d .. STATE OF � «err°uoo`skis"m M)FORTsT.waE rt swap' ae:nuo w y O cC �Y _» �� antics Sur 1I. ��.i��.Ta CRt � ,sLa/slc aru��/1sutE' r�na Lk.a 4e 67 ao «3 ru °` SHEET Of24 -+m ui-Taus• �AA�/aTN�tnNlL�tT11�," 1 ' Urn.:AGit1GF1 SPALNG. .. _0_ R (SEE SrCHIDULE. .- W i/10 OR W 2 11 0 {�Or or 12OR W-4/1133vs Lx+SHEETS zs zs a 1G)� { �W 3/ cfr Or W t/t6 OR W-2/1.1 DR ax.sTx7N But SPAOHC t ft.MUL N Sr 0 HEW N E 1,r©Or' Of �, } ;F W 3/t 2 OR w 4/13' eox cE sc�tEcuE oR SHEET�s} i ON stris 2a �2'S`Es is) 1 vfg K („�,a /✓}! ...�i �R`,//,rl.„ri y�� ,• �a'� v /'` ,a:r t s��i t sf/./=.� /-r.t` /,f✓..•', s'/ /i' ;! r/ "ate r'; _ I;- - B ECdG' CAP.- .. p� 1—.` '1. _ , .•I ..SLATS ; L 'i; 1 i SLATS a a :.I I SCATS a i _ ,)!, -•------_ - t I !.'SLATS N '1 SLATS <,•••--•---�•..•^,a,+*.••+..�5UtS �d fn 7� r ,....-,--::u�_—.�s».. --,€t I I SLATS Z* ! j I ............,., -SLITS o ! —"! i t I t .-.,_`.,.#5.AT5 3= Q/8 Q 8 I t. SLATS p�.-!�'� / .i ._... t' _ _ i I "_ SLATS m SLATS: JLATS �. (TYP) t R 8;. t I R $--•. o o (Ty}) i; R/8 1 I 8 or SSLLA R'/ t / --- �.:..... Ts w o R a 1 4 1 I t (�rP. a. END) R'/g __ i .._ (Txw END) s v f R/g 1 t -R/g !I .. SLATS , "r g ;'i Rr SLATS or i i _.or or. S t R'/ ........_.,- I I �T W/g SCATS ✓fi !r//s/ 'i/ r /iv/r .: ,:'i <i :� / fi;n- l f r I� jW-1/10oR44T P/t1aR € bwI smut BARSPxattc -. W-1/tOORW 2/itbk B 'iW-3/12 OR W-4/13 {5E�sHECr'?7 3/12 OR W.4,,,-, YP ' Max, SLAT SPAN :� Mo:t SutY SPAN t Max,SLAT SPAN - - Mox-SLAT SPAN Max SLAT SPAN „ .' I'mw Sth'(`gkl r(SEE'.SCHEOULES ON (SEE SCNEDLII.E'�ON '(SEE'SCHEDULES OLD,,: (SEL,�SGis'SrLUL£S,ON ' (SEE SCHWULE�:Oyi. (.,$E SCHEO4tl.E�s;,ON SHEEP 15): SHEET 'LS"6n 18) SHEET'15) `,SHe�'TS} SHEETS is& iQ,. SVifET'-;:15} TYPICAL CQNSECUTIVE SINGLE"ElNITT Et EVAT{ON *: * ' TYPli t '1"ONSECUTIVE_SINGLE`UklCf.ELEV14CtON MULLIbN C)':5 t3Rltii. BARS' MULL[ON.& 1N STciRt BARS>; +J ,. 1, (VOTE: SEE SHEETS 2-80 3 FOR �OA1QoNENTS N00.4ENClATURE'. NU1E. SFE SFIE_EfS 2 & 3 FOR COMPONEhI(5 RK)MCPtLItTLJF(EI N TZ .. N.T.S. .. PR IXOURE FOR S �T INST LeT1t}N �OIYEN A SNilM'r,NE16Hf: - CASE 1: SHUTTER HEIGhT.EOUA.L OR LESS 7F1Aht ii 4 APCLMtAyt£TO'INSTALVaTUGHS W/O..SORM BARS.W/STORM BARS OR WJ STORM BARS lk,XV410NS V/:116,FDS UP TO T;i`-o•. - :(o)-CURTAIN-SHALL START W/#1 SCATS AT TOP, FOLLOWED BY,�92 N3,.. :THF_RFAFTER ALL THE WAY-" - OOWN;.FACH'SLAT f SHALL-CONSIST OF FIVE:(5)'SLATS,CF,,iW SL,at,NUMBER.PROCEDURE FOR .AODING.SLATS DOWNWARD BELOW f1.'SLAT SHALL BE CO,NITNUE UN7B..TLTTAL SIItLiT�ER:HEIGHT IS . lj 'COMPLETED!QUANTUY',OF FINAL SLAT NUMBER WSTALLED Kgft BCTN)M:SLAT FAY'VARY WITH - 'SHUrTER'S HEIGHT: (b) BOTTOM SLATQ9 MLIST BE ALWAYB INSTALLED :. 11�`111 c : ,. ... .. CODE ts.Velocity Hurricane Zone) i l .�� +, J�j�y o7pxo lxtxorc X. y� 0PA M ** CASE �J:SHUTTER HEIGHT,LARGER THAN 11 0"APPLZWLlr JD.,iAi�YALLATIOtt W/O�RORb BAR At q - �`�(L� f' . BLJ} MUWONS•W/'HEIGHTS.LARGER THAN II•-0 <,. ��11 A: ( /./�:...._ : y�,+bicEtliE[$�Jt4At Oe/e/zoto (a)CURTAIN SHALL START'N/fI SLATS Ai�TO?:FOLLOWED E!T:fP fa .,,,.THc"FtEAFTER,ALL THEWAY, tvL1 R. �� ( j ��+v LNG. aaTE GOWN:EACH.SLAT'f SHALL GON55T OF FIVE(5)SIATs.G C444s suT;NUMBFIL.PROCEDURE TiCL{T>TrCSTlrca.@:#ffaINEEAINa.QOWPANY EXPERT'SHUTTER"•BERMES ANC: :. :.. . 1{r- i xsinc �, Wow,r_aE� eaa S.Yf.wtVrr E aaLVlr 0-064 ADC*d SLATS DOWNWARD BELOW 11 SLAT SHALT.BE f O?i11NOE SINTFI'#10 SLAT 1S INSTALLED LW' ,r ,rr. ''�•S7 ysav�t t!.Wrs-ta7u.ra:Duslu:'1-tmf Pahl 5i.'UIdG f6.tFL9R4 f10 SLAT IS INSTALLED.ADOMONAL f I D SLATS IdUST Br ui€U TD CDA!PLLTE THE TOTAL SH STATE OF (per. ,� �a:r��o a�� ,� tea},�,�,Q- r�n, Q, � Ixuwu o.t4 HEIGHT. .:•: " yc �40RSL�' ,a cT ws`T�Ua_ 4iie� \ E STAL/SEiNATURE/QAFs IPA.. %uu-w 5s{tT (6) BOTTOM SLAT© MUST 9E ALWAYS INSLAILL ., --. �y+'�.tS£ •,•:•.,c A \1'- ` S/76.m TAPCONS XL W/ POURED- 5/15.0 TAaCONS'XL W/2'T/4'-;An. 1 xi zT/8 OR�X2•T/8 7 4baiS 4^fTW:BUILDER TEK�SIVIMS 2 T 4 Min. EMBEDMENT ( COh'CRETC� 1 EMBEOUFM dr 'D:D W 060'GALV. RIUMIhJLI,;TUTS i Q D.x0060 CPLYbNR�STEEL t RED'0. STEE7..WASHER 0 24 o c. is 1"O.D:aO 060'GPLV. J� .,WAaRM- 9.24 o c 5 18'0.TA)?CONS Xl W ;STEEL.WASFIER®.24'o•c. y /. .,._._.... ... � J 7� > ..//;tx ./l;•, f � // f �, ti. � ...._.., .. �� ?',:y rr✓;.:. �r'f/✓1` 2 1 4'Min ENBEMi EN: r , I ,,r. POURED CONCRETE', POURED CONCRETE X i OR GROUT F114M OR GROUT F71:LE0_ ( W ../,� ::"t }. :CONCRETE BLOCK' BLOCK CONCRETE,. t. 'WALL REQUIRED, NFIA_:REWIRED.. ,. ii OPEN OL ING OOPENINO� ..�.,. .t E..-•c j+�`. �......y�;:% 'I NjiZ • EXISTNG >�'r n . EXISTING $ 1 CIA�SSNN ;`- (BEYOND) I } (BEYOND) [ (BEYOND) i t , ,SEE ANCHOR a� i3- z .�` C+ SCHEDULES SEE ON }tcJ t SCkDULES ON :'fA „3 'I: =w • ' 4-----n`"91 g s �,.�, .'SEP'ANCHOR :.,.y, T ,�F �= SHEETS 18 t7 SNEEtS i.6, 1T >' .T- -SCHEDULES ON /"`� 4e 7& AG'TS FAIMS:78 T7 - Mm. SEPARATION Al Mm. SEPARATION .+ .✓. Mu+• SEPARATION t,+� y !(- Zd TO GLASS 'A FxiF1IIdR TO GLASS } TO GLASS -_ Ex(ERtOR ' (SEE SCHEDULES ,• ,- :. (sa So EDULES -r :'E7(IERiDR (SSE'SCHEDt}LL5 ON SHEET 15) � ou SHEET 7s) � oN sfEr ta) ry t / POURED CONCRETs. OR OROVr TILLED '° PWftEO CONCRETE a CONCRETE,' F { WALL REQUiREP r .. OR GROUT FRLF.D iCR q F '( n WALL RRE IRF,UBLOCK OPENING _ .PEWE 041 � k �' a.. +48 (7F'EJ+11 fix:. f`17 � \� -1iN E:.O'- 6 7 7 2S7 t 2 aDOH]aCOM ALUM.. x ,/ ,>�rp9,, y3r-pmf'fv�'.r / ✓' MIN ECD'. i, '' AW11.A?4='4 6NI. ' Y,r` AFC(E',w! 5j76P::TAFODNS XL W/ aoURLQ COTCRE7f S 7, ALUk.A3tClE - s/6 o TAT!CQMcS XLr"+ti/ `f 2 7jb=Mn EMBEDMENT:0.24'o.c, ...: /T4'eL.'fRFL`0tt5 7•'1..W/ J' EtiEEDMEN7` - ®24 afi: WAL!MO FLOOR/CEIIlNC3lTRAPPEn K401INTINCi s UNTING _ BUtLi3 OUT MOUNTING . y SECTICINS Y Y ..F7.ORt0A Etl7AltiG D+DDE(Han 1 iq..Volooay Bumoone Vool '. C2w .,(P.FCC9 H« .DRAM'6Y: fNSTALLAT��CN DET�41ES CAN EXISTING POU ,,c ►s ` ' s ,` 8onrs+q�rttaraps6ai o4/e/ooso CONCRETE CAR°:GR EJT FILLED CELL CONC LET ti =-a m ld :�d�� _ �„ �!v�yrp� -� tc sINC. DArfi A•%^ - T TFSt I.CRO k4 H.NY .CRiS SH iF� �� BLOCK, �UfI:DINGS * _ - ,SUt.E 3�76:.. o 5Tr�1E€�t r't`TRtzsoamm ��ao+a N. kSvf Nik. n 33 to -$W OWE'. Cw Rrtµ P.E. y O �LOAia�' +r7J ,• �aar.�e�7 � g(IEErsO�oe2a .g.E SFRL/S7GtlATURE/DAT?:r A +OfLr �Io�q' sY.�`ooClnry• rR Exr'rftlr,WDOD •: E708TttY•WOOD 5/16 o TAPCORS X.w/ Vif6V TAPCONS b.W/ - TRUSSES OR WvrETET TRU54{5 4?RrJ'tE,t 2 1/2 iWn PENETR4MM 2 r12:uh.PENETRATION 1•x11r/D`oR s #1/4 aalfa'nW BUI DEY il/ox3/<;m7 ewiDFle q 1-00.4060 GRLV, 1*O.D.O.OW CAM R krt SCREWS w/� ;tY.N S��W1 ERISIIND WDOu WSrpie WOOD - /"--t 1 VA16zED •` jg e'.r O.D..O. GALVANIZED }'""RlI55E5 OR r6'TTER• ., STEEI:.WASHER O 2a a:q. 1'-iRUS5E5 OR WFSfR' 41EA WASHER-O 2a•a : <. ALUWNUM T1DEE i 5 xOA60 _ ':AwwlGY-TOBE� f... s/IDo,zcr�w r r "✓ ? �s/r6s rnrcdr�Mxi .' sr>n w `'r -?! a. PEtErenraa 2 e Cora 2 xs cONr WOOD HERDER �"' Fir w0(t0 kEl•DER • ,# (2)3'.i OR� 25R`'GOAarn, ., VowHrrWauRY`l f e, Yr..t t1...oa i�c 1 '1 Ft ',Z i DaFD6EEPONG.EAIST-S rec cw*3n MEYMD) t i;i ct m+Dl 1' p 1) k FX1LeDR B cw•s d 3XttltlOR E. (2)2'x4'OR G4 SPMAlION �' �Ofl� ;:M �' i . (2)zka W+ t,,ts�awwN ..roaro 4 tc cuss r tAOODYy S ra atAss: t st ` i m CLASS bq ST»O,to i t'( : 4 RIfmEE rS .) FA :. ° 'EOtQ%AC Tal' F < F St7tSL�C W Cf. T s iuI # ?' ) u sR,SQ.`DJ 1 s s o'/c'OC s ac,uax. t .S t s L W Wia.-pEa�wrfD i! Sm 20', S unx sEOUmrn L SNrrt sal •( �' (SEE SHEET 201 z g 'p -20) ' 1.�it G ( ..' 'r'!i od j ?� 1{SE SiH9;It a s PA 5£fMNTDN r- r y t t a a em 0/B 1 U�$ i47, aNpeoRs g I S,: : ':. (2J 2'.a•OR E;ti ,3EC .. P 1 1 SEd Al2tY8`i!L•S r 1 it L g° (21 2'x6' f , 1 .`4f6tIEE; 1 1 �. ET>GE: Y 1.i 1 .�t -.i3 1. CONr.W000 Y ++ tg`'E &(s+ i 21 : tE�E O[ `':i ;r 1 k aN iwEEr 2i (' # k- 1 k ;:. •:--�i, �.. OPENiNa 1. STUD 0 18 t 1 1 a,-�Y t g S i O.G MAX. N. tw.aEO. 'SEL:ANCrtORS 7 sum Si it a 1 b ': ( g XWEDEET 21 ' 4 5/Se'e'rARCONS.74 ii. S t 1 S*,17 5(16, T4dC d w/z1/zrur. 0�8 ii ;? r+.a''r/z DOW I i .�. 6;e'ac: .�,(.A •'°, .._ ,i'- 8 $', a -F3`►3+ O?s.`:6.e;, �� ,i.. i I .. 0/8' , lew OR 218 Y t _fra<✓€, 2'.a'OR Yx0 y iWtl.ric4d ,t 25E4'G�2 Y4... 7<i-on 7 df" f, 8'J7 { 3g3q E)(Gwm WOOD' CONT.WORD t t tix S •...E%tSiHM.WOW BOTTOAf E k%r 0, c ,ElfirVo01C000 a ,NOttDL-RATE . '� Stf[ BOP1'(jM:C9.AYE y.; .T.5 a ..• DECK OR,. - lA1Ti0M PLATE, DECK OR .� CONCRETE SUB . REQUWO Y:;,(. ('cONCkE'te 1.REOUt4@ `.`�,,,.,,r< ES:K[,fft I DU14tR •'+.. eCNCRL7E,.UQ yg :•" %' �..`...REOI,IREW . (SEE SKET 20) ✓._' 'R£AUdIEaSH-R'201 �` J�$ t(SEE,'S1QET 2A} :,�-.` `�, $RE{lrf0r4A,-' - t' `�,. .. :. J r Eam WAILMbUNTtNG ,, 9tt[LpOUTMd(JNTIKG Blll{IJO(7Tf�EQUNTRv6 cWALL MbUWhWG:. -10 l8 Y=Y.. INSTALLATICI ,C ETAtL ;:' OBI• XIS" ING. °tV0 BU DINGS,, ' _ t{i(6liilil(i _ :Fl.OAt6A 6tiiLtAtdS7 C06E,(MOn iNti.AcoeRy-Hurncaoe ZiW _ 1. 'tj!41`t, ✓rrrG. 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[( �„� l yp[ �{�y� � SERVICES CATE 44167 VWT 1EWSNG ffi Eli"IEADtNG COWP-NY EXPERT SHUTTER "3S.FCYr44? -INC. kF-Zwo xr sc ., aArtw—1 n— ,sw s Sr *µ^Trost"in .20-064 '*: .. n �a b'4 eo6adeom mitt sr WC$ FL 34934'.SiDE RAIL(0}fAND 90—% NOT =a•. 4TAZG n cn-et+Da is � 'a'�a� AT� DRAmxG xo i'Yi-:- .•.....�..... :_.,..........c........ WN,TFF A tUff&Y P. SHOWN 'FOR'CLARITY 'G STO:, FCQTii� Qy� SEAL/IGNATURE/EIATZ, FtovOALe,i•aie2 +• 6 sacl,runFzn 'EDGE IF APPLICA&1..E-" 2`r41UL1j1114 DEPTHxt/8'Cont. t ALUM71}BE; BOTTOM) VJ/ 'axJ/4'tTW,BUtLCE%TEK SCREWS. 5/16`D'TAPLONS%L W/ 2 i/4" �✓�W/1`O.0,4.060'GAf.VANIZED,STEEL. ' E.D. 2 1/6 :*i tMrt,=,EMBELYx1ENL 024"o.r. :/ WASHER 0 24°'c.a .. I Min. ED __ E ,;, i :z , _I 1 f/241 ...� "? EDGE IF APPLICABLE-. ) LJ !: •1 S/ min-C.J i EDGE IF G48L:1 I CONTINUOUS POURETJ I a' 2 2 4 ^_ . . 7" f IQ" ..__ .,._...........- CONCRETE(c=3 kn hSn E 8"Min. TMCK REO'D. )w;. I --- 7 3/4'Gin. E.O. •2�`� y z' END CAP LJ/ POURED CONCRETE - } 7 3 a' ' I (f'c 3 ksi Min.) POURED CONCRETE \ 1 � ,u / "\ ;EO Etl 8 Min. THICK RE4 D \ EXTER[OR' c = 3 ksi j I Min. E.D. I " (f' Min.) -) ,. I .4't7(IQ210R 8 Min. THICK REDID.I $ � tt I FJ(IF3�OR ®0R( :' i z C. G z' 4` G OR Gt r 7 3/4" Q/8or ii I �rQ/8 Or 7 3/4'Min. F..D. Lr.: II I — n= R/8 or n R/8 or \4"x4'x3 8' 6061-T6 ALLOY) 8051-TB ALLOY "'AI ' \- -- - 7 r "`• _ �'� um;.ANGLE Eh SIDE, J aum.ANCLF,Ei1.)SIDE. C R'/8 ii I R/8 EDGE IF APPLICABLE _.._.fT EDGE IF APPLICABLE a.5 LX1STtNc� i M n ;': I .. --fr 1(�-L MOUNTED SHOWN, VAY 8E SECTION X2 X2.W/-G OR L* ALTERNATIVE.SECTION X2 X2:1M/G).OR��t* Gu�S. -.tt .._)ALSO,INSTALLED TRAPPED.U4.UJ3TEP, �-�. �,- i , Rion Muclio :• r, IT>R1T}R_ L Ia -+v it PER SECTION R' R 0'J SNEET.f3. r —• r-��' \f I Lw1f MENTAIMLIJ-1) R€tJTATjT N }'t., 2 1. 1/2"xi 1/2'xO.062"xCONT. ALM Wx4' or,8*`4!` ' � 7:,3/4 '--� �-�^�);; nNCLE w/ t/4"Ar.3/4" ITW:WiLOF>c. ai WN. E D .'�.... TEK'SCREWS'® 24' o.c. TO TUBE:' t 1%2" ( 5S E RAIL C0 NOT SWWN FOR CLARITY WNFkAKYJS POtR7ED __ Ii I' CONE(t'c=.3®-)3n.) 7" tQ' 61`°T 8 Sri:Tti CK REO'D. I ,® (m.tan/eTrra{t N 1 1 f 2,' T f/2' .(Tfl, /ammM) 7 3/4" I F_4"x4'x3/8°x0'-10'(E061-T6 ALLOY) Alom.AnOLE IUN, EA EQ EQ ' -EA.SIDE W/(2)3/4-0 THRU BOLTS TO MULLJON & (2)3/4'e KWIK SOLT TZ EXPANSION ANGPOR i(111 FLORmik BtALDm CAD£ Nah wg6.Feldcity.Hurricane.Zone) ;.�' * ;•., '` .M�\ VI/5'Min. EMBEDMENT TO POURED CDNCRE'1F4�� r DrtAro+er, .. : WALL. (TYP. TOP&BOTTOM). Wp. n.r£it APPUcA.BL..-°' .. �.•Y I'J•mQ:Tett a we BulltShvtter3'gyt�m oalelaa±o WALL MOUNTING.:MULLIONS OR 1 - - �. .C'O ryp ��.p� cCpp�� ,1 DATE POURED CONCRETE WALL YO• ? tur TCSKn7C.R ENalmramNa COMPANY 'EXPERT°SHUTTER SER ACES'INC. SECTION.W-2 , +"v,�•"", '+E;.►,' "II ' .aro�Ss3`s=,4'x'"d°®'cma mt°,�i,S1° ...xes s.w.tw+mioRc DmYe. 20-o64 --n—- vaas st.iQe�,tt sase', . ' v .-,nxe:tfA,ewea.com woes ras-satn.r;vM nr.-vrm mumfu ae S END 8t:lidTERIOR WALL MOUNTED MULLION INSTALLATION AT fi O r trke-- A,nwl44 P.E. crwer �'4 .`�` �1OA10 ,•�+s,. JC.SEAt/SiGNATUREJ,OaTE no :w am.a a4ier o>,rw ^+ sKecr iT a'xs 'v _. h"lrftl,ifiillii111�� -- .. - i . ... (,.,.�4`px3/4'x R&:BUILDEX TEX SCREWS .. -' EDGE IF APPLICABLE .. - . EDGE:IF APPLVO_E a 2 xFal}LLt01N 0£P'r'Hnt,/B Cant r. 1 0.D 0.060 VANIZED MEL _1 ALUM.TUFIE ODP.Y b6ftoM W/ WASHER -24"o.c. _ `�• 4 , \ 1j2�'. a\t \\ ySjt B"�TAPCOtiS %t tYj 2 j4, f' EDGE IF APPLICABLE > 1%2"Min. ED. 7 1%2° Mn. E.D \ "Min...EABCA�IEN7'is Z" ttc.,� T _._2 ,2 ) N T_ FIN:E0: .. _ -... c_._.... f I I 1 — 7 1/? Min E.D. 2 , 2 2. POURED CONCRETE \` I m T (f'c`= 3 ksi'Min.)POURt17 ' tI, CONCRETE 6 _. 6 Min. THIC KNESS 1/2 ksi Min.) MTHC NE5S- RE4'D.4"bIPROR '�" REOD �yrye- F E DR v i t ti G OR G7 , I C"NUCLIS POURED 0 EQ- { E40 CAP i # p' J' _.-.- pw. M n E 0. as (t'c='3 fsi t4n.).\t .. ( 7 7/2'Win-ED'"......_..• ? Z _...:: - `~2 F 6"Min.lN1Cr(XM. '� _ J. . J 1/2 Min. E.O. y z, a`mm _ _ o / .4'x4"x7/4"(6061-T6 ALLOY) (6r361 $ALLOY) `7Ju.. ANGLE EA. SIDE.. - pp.G1 EDGE IF-AP.PLICAAIF� Afuri + i't EA. SIDE. J a'G EDGE IF APPLICAB(.E _r I ALTERNATIVE SECTION k2 n Wt G OR(Q U' ALTERNATIVE SECTIQN X2-X2 W/'G * INTERIOR MULLLO[��'. P & INTERIOR MULUQNS} . A" ORI.N140N L M LW ORIENIATIQL., _ti'. e� Q/3 or II ;- ��ct/a. ar' (a°xs ai `;cs R/I or a ! R/B or:, j i� R�/$ .` RIg'� ( SEE ""MUM©(INTERIOR) & G1 (END '& INTERIOR) WAIL 'jam 1, 7 MOJidTE7l,MULL ONS SPM COVERED 6Y'SCHEDULE. 26"FOh:' Zf tkn, [ y (YtALL t1OUCJ[t0 SNCibtrf. MAf.. tf1STALLATiOid &. 11' ON SHEET .25 �•� L7[shMC n 6�}8£ALSO i NSTALLEr,TRAPPED' c�Ass { t M,OUNrI R FcE cC71Or!`H R- (EtktttED'LOttD, tVL?F,LtCJW"SPACING,AND SPAN ,NSTAtL4T?ONy} s I - GM SHEF 'R;} tA$rN1AT7;6tE i"'"= RESIDENTIAL AND COMMERCIAL \ 2 1/2 \ °, �- APPLICATIONE WITH x60S pi m !! I Min eD 1 I, t t/2 stl 1t2 xCJ:C62 xCaWr:.AtUhf_° MAXIMUIM A.S.O. DESIGN FIR xSSURE' yd.'.3UILAE? - M1N..E.D. RATING., 12'-0" MP.XIMUhd Td11LL1OP1; . SGC;EWR' »"�c TO: 6C , SPACING. VALID FOR CONNE-JION'T6, I,tNCFtETE N!/ HIL71 INC HUS P� ffR- POWER FASTENERS VJEDOE--E3OC�T: ANCHORS, 7 X2 IP6TA11AI Cd W . COMMERCIAL PPPLICPTION Fl1R *IOtE.O rm. Pro bu}'p—,�1�4 # {tTp-.1�/6pTTGtt2 P s.t MASCiMUM A'S D DESIGN PRESSURE RAT[NG $-{J E p �,1A?jNum .k4uLLCON rrF'..A {NG. VALID FOR CONNEOl7t'Hl�.TS'�.' . 7 1/' COfVI1NUWS P�tGE(l a x4 xf a a s'(en61-T6 ALLn .at1 rn.Ak+x CONCRETE Wf RfLTI.tNC KWIK SOLT TZ ANCHORS:.. MIN E.D. CONCRETE(('c'«3'b-y � °'�'`" £R.57xiE ri/(2}:t#/2"m THRt7;BOl'f5 TL1,'Ai€tW.rti+: ;- h§a:} 6 'Mill,:i>'9CKPtlES:a .: - '. & (2}•,Y72 v KiIIK'06LT TZ�EXPWNW'Ot AP7CNQR _ .. D YNf 3 t/4 h!n E61B'EOLtExt`70 PO it2EC?:C6N*R 514E Ra1L. NOT'SHOW FOR Cl1tR1T wPu ( P T+]P s eos7aM>. f (ttir/[tjj�`�� EDGE IF APPLICABLE :. ` ��`�,L < q'.: -, FLORiDM.@UkDIHGCQDF:(Han gryft vetoaty H0flIfAFiC Zane} WALLWi0UP5T1NG:'NVULL.fONFi'•(GZOR t a�i- Pp-QAEO ETE;WALL .. � .'t�i�il1 v f. ., GVICiO"T47ft00C. owvmlN, SECT N VvL2 L. S� 9 + lTetjfjiegJttvlggstmm /ate/aoxy ND 44767 :w _ ICO�Ne OEND&INTERIOR WALL MOUNTER MULLION INSTALLATION * � —;� =zL1T. flNP �c:N �x��avpA~. ExPERT SHUTTER M1cES 1N0- �,4 ST,4T // /7 a A.x sAe,.rr,cs.m wea+arsm,�n..s*,a "r44 3.W..'W;IMAM cove 20-064 .en.. MJo•to,(wemn_�1, APPLICABLE TO A LIMITED LOAD MULLIG)N-M MD MULLION SPACING l I;A t�S 4``;; ^� ,�a'��m PoRt sr.U10L FL.34"A,all-am , Fox -PT SEALjSIG1tlt+TUt,3£,(QA7T m tr.,�,'1ci YJaLYCSt 4 rt LIWJ TRB- R av�77Y} aansm,' me .. 'itiRR'rit Y. ,: •fNaN'�u-w SNfET 1tw Q/16 , -9' Min. E;D._._. _........—g`MinE.D. --OR(1) 3/4'0 K K BOLT. ..EXPANWN. 2 't i . 'e f ANCHORS 0 END MILLION J-x3-xI/2"x0'-4-6061-T6 ALLOY)Alum. -. ' t (ORIFNTATIGNS#1 .& #2). ANGLE FA DE Wj(2) A-�?}•� ' 1�2' --•-_-&'Min, E.D: ! .FOR(2) 3/4-"0 KWIK B4tT TZ'ESPANFiION 3/4.0 THRU BOLTS`TO - 1 1%Y ... 9'Min. ED:- - ANCHORS 0 WMR,OR MULLION MULLION! �& (t)Sj4"0 (ORENTAMON /2). KWIK BOL TZ EXPANSION T 1 I ANCHOR W/,5'Min. EDGE Of SLaD t-T i;-7. EDGE 01-CAB EMBEDMENT'TO POURED I tf'APFllCABLE t 1 I ! :tl 1 tF APFctL'A2LE CONCRETE(TYP.TOP& ✓�i `/,I/vt r j l y BOTTOM)' .. . 7.: ,DCTERWR POURED CONCRETE._1 (tie=.3 kei Min.), s 8' Min.THICK REO'D. ]I ....:. 4, it 3` EXISTINGi j GLASS 1 SECTION X3-X3 W/ Q)# �N6 M(�1l�aN ONLY '1.1/2' 1 1/2" A URlENTATiON�L.j) 1. 1/i' ( EXifR�R a'�. ( Xa j 4" �; it � .� � •_- ; I 1. Ql/6 — /n4 MEW 7 . Q i u g xeTatu} I[ (rrX3op/eorny) :sr i xG f?}.'3/4 �A m A.pfi'[t"A...tf1'E Y1l. 4 1tIt+.d R TS Ta Mkj 5'OC t .......f. S POuREE,CONCRETE 91 co3 q,c'I vY6' in' Em mifi,o 111) ¢nOiiR£RCvFi'' C z kf't TtM.„�• (t c i k t Min:) V+CStOR w!& ,!"vt:FNBL7i, A,r t3 _ Tu Mir.. THICK REO'D. F'hUitEis; Oi,LRT•TE�(T Trr, 4 D� R n.(Ty,+ TO°& A NMlltk , Otdi.t�-i�%�i/. ../I� € �,�✓l./ !,' ��' f„i„�D khEll,Ci4N {3P`iY} ,. I�.I, ALTERNATIVE SECTIONS X3-X3 WI, T# 'EDGE aF 4tAP .i I CDC Or SLAB -.. .:( _ IF APPtFLLE' it�ICAO , 4I FOR(2) 314.0 KWX BOLT T7 E PANSION # s{7"j Min. E.C. I- ",`Min. E.O. ANCHORS 6 INTERIOR MULLION a• myi(} if�plL3;AND 60X NOT SHOWF3FpR' (ORIENTATION #2). L... . y !Ain. E.D;W__----- 1 Min. E.br..__:�..�..:.fh2 (I 3/4'0 KWIX BOLT . f�kl t44 TY T 'CL"ARi ANCHORS FP END MULLION r1. 1[�!y!� FLORIQA.BUILDING CAE oh.HFgh:'Velocify.IIurricdne'Zeno) (OR-tWATICNS#t & (i2):�l ..•••••• ,/ ics20 'Tco 0e- Iva d •limt, DRAWN Br. FLOOR TO GELLING[TRAPPED MOUNTING:MULLION.QZ >:,= ., `Y �otttttiTsu;rrtrr,s�sArin os�ejiota SECTION W-3 _ i hJa.4416 a �= ,_.� i see. : EXPERT%SHITfTER. SERYtCE ;INC. yt: + • Tt[Jf �rnN a b�rnnsen we cdµrAnx a r se.ems.�iaaee.rsekxa n.spa Wile iY ."i'm W-vt 20-064 a'• STATE F L I *^ Vim,'� roar sT um-r seat END&INTERIOR TRAPPED MOUNTED MULLION.INSTALLATION t ? ., FCQ Rl6 �r�r ou,,r A SCALE.: f 8' t" y F yt?� .E. rAzl-�t� Tt3ftz',/cmc rsss2*b. . .P`aret , sen-cr. . s.trtr rz azn y ~ _ u++mlHula` i Q SEE MAXIMUM Q(INTERIOR) TRAPPED MOUNTED.MULLIONS SPAN (' rsEE MCw C.D.E dt (5EE SCHEDULE E,Dt.P•dt) I COVERED BY SCHEDULE ib' FOR INSTALLATION CASES 1, Is & 11 EDCE OF�sLAB C"T y rFl SEDGE'Of StAt3 ON SHEET 25.. 7aaiFtmE r [ I IF�>�LE (LIMITED LOAD MULLION SPACING AND SPAN INSTALLATION): INSrA-.ATICN G*E.1 RESIDENTIAL AND COMMERCIAL APPLICATIONS i ). I + In, WITH -t6O.8 p.s.f. MAXIMUM A.S.D. DESIGN S• {{ PRESSURE RATING, 12'-0" MAXIMUM POUR ED CONCRETE 5 - "' MULLION SPACING; i (6061-T6 ALLOY) ••,.'..(f'c-J W Min.), Af1.m.ANGLE EA SIDE f I r } SEE SCHEDULE dI y+/(2) t/a'o THRu I SEE SCHEDULE #t FOR ADDITIONAL SPECS. U ROLTS TO MULLION J' t. I I IN57ALLATIM CASE k - RESIDENTIAL AND COMMERCIAL APPLICATION W *60.8 ip.s.t MAXIMUM A.S.D. DESIGN , z=srNr I ? t a' EKTIRX?R PRESSURE RATING. 8'=0" MAX!MJM MULLION I SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSrALLAT10N CASE II -• COMMERCIAL APPLICATION FOR *100.0 p.s.f. -- MAXIMUM A.S.D. DESIGN PRESSURE RATING, a DM OR 't ((a},ANCHORS 8 0 MAXIMUM MULLION SPACING. SEE (SET SCHEDULE dt) SCHEDULE ,1 F.OR.A6DITIONAL. SPECS. ALTERNATIVE SECTION X3-X3 W% Q•/$ r q- _ Q'�8 (W ORIENTATION K 2) SCHEDULE #t ' (2"x7" INTERIOR MUWON ONLY) Di 6ffN.'S B c 1 '� �NIN. EDGE.-.. p 1 INSTALLATION THICKNESS ANCHOR TYPE & SIZE MIN ANCHOR DISTANCE FOR N ( .. ..... I (TYP TOP & 1TOM) ".EMBEDMENT CASES REQ. BO SIDE RAIL D AND BOX NOT SHOWN f. � � 3/8 0 Hlf_T!.�C}ILLS H ANCHOR n FOR CLARITY. ASt ® a ® /6 d ,POWER T'`ASTNCR'• ISJ vibD E BOLT AA3CttOR. :-. . (TIP.TOP/eo rtm)ii (1yr.TOPA-fn) 1!2 NILTi tNc KtYfDo TZ Y 5 1/2` .n e % ILTI.IHG KWIK 7 1/2' .. _.POURED CONCRETE. :._.:. �£rOLT TZ ,-- /SEE SCHEIIULE dl; . . EDGE OF STAR iE ,. E6GEOF SLAB IF APPUCABLE� :IF APPUCARLE . Min: E.D. Nin. E.D. .I -(SEE SCHEDULE dt)'�' (SEE SCHEDULE #I FLOOR.TO CEILING Z TRAPPED MOUNTING:MULLIONS GO) SECTION W-3 It Iill,�j FLORIDA$tlka3fNC�Cf3DyE,wctn Fyt[g®h 4alocity:Hurricane Zcne) wuwn BY: i-lq \CEN,g F Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION _ No,4416r = " EXPERT, SERVICES.'INC.--I-=- TWR'TCZANQ d ET,6"rom Q'CaWAHI APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING IN$fi .LAT{DE4S ' ""'"" "' " '�"y'" ` 6�' 't> -064 .. �. .. { Ub C u�ss CORt V.Wm rL Use-- OFAvatG Me r o TATE OF OQie°d r m u ua r+s,rau at,®ao SCALE;.1/8'e.1' {C•w _ m.v. ^sm�rm�. tittv. a;.xw -nonrnv.• auc ems.� wurL�1�rut a ri»: �;�.c/;..'�(QR10P•.'a��.sFhl./51GNAT,jPtE/t).GTE rwx�c cue �u,�_ ,: a,n.M.,. - sutcr,anerse i,�yrf+nuNHsu�u,. EDGE IF APPLICABLE_.�. - 2-xMGLL10N DEPTHxT/&"_Gant. +-AL,,gr:'7U0i=(TOT'.8i BOTTOAi) W/ ,/44"Ox3/4' fi'tl 8WLDEk TEK SGRc"WS i 5fr6b TAP ONS'kL W/2 r1/4" W/ ,"O'.D.x0.060"GM.VAWZCD STEEL 2 WASHER 0 24"o.a 7 3/4' Min. 0 �. ..: MIN. E.D. GE IF APPLICABL j ✓......._'..._..._ f_._""". .�.. } ( .._ IE r." j 7 3/4 min, E.O. ...._..�___r.�.. .�. (. �G2J i' jCONTINUOUS,(POURED- 7 " CONCRETE fc=3 0 Mn)\^, 8"'Min.THKDC RF_0'D. �` POURED CONCRETE \' : ..i .. f'c m 3 kSi Min.) in B"Min. THICK REQ D `• OREFtlOR ,^;'END CAP :\ _. 7 3/4" NOTCH WEB-_.. } �._._ - - 2" I ETy Et7 : . I �\ (TYP TOP/BOTTOM} .;1 I _ 4" 1 . ( 7.3/4" Mn ED. \' Z4"x4k3/8"(606t T6 ALLOY) 3 Alum.ANGLE EA SIDE. n SHOWN MAY BE ��, Exlsnr+c e I .+rE.ErJ.AO INSTALLEWALL D TRAPPED MOUNTED GLASS �u EDGE.IF WPUrABLE PER SECTION Q'-Q' ON SHEET 8.) G2? Z n 1 p(fEl�OR SECTION X4—X4 W/!� Te �r ,__ N� /-(END MULVONJ a u A' GRIENT+4TK3€312t It Z o ® , g Mn. ED y .t ,/2"xt Tf2'x0.062"xCGt�T.ALU3+. f�-SiUE RAELO, §T SHOWN FOR CiAk(TY=': 7 3/4' ja ; MlGLE W/ 1/4'dx3/4" ITW BUILCEk 2i MIN,E.D. '+��-" i ! TEK SCREWS 0 24" o.c.,TO TUBE.',. 1 1/2'# j• CONTINUOUS PWREO---._\°- CONCRETE(r'c.=3 ks ASn.) \ S"Win. TNCK REVID \' 7 i I ( E MIND/40. \ Y.�,, 4 4 X3/8"x0. 1D(liD6T-Tfi ALLOY)Num, ANG1:E' EA. SIDE W/(2) 5/4 C THRU BOLTS TO MULLID i��) �I %i \ i 'FtCRIOA'BUILG7NG COS3E o+i `hV[ocity Aurriccne Zone) ' ,<X,\ .� do(4) 3/4 4 KWfK BOLT TZ EXPANSION AFKF ' '� I% . W/ 5`Min. EMBEDMENT,TO POURED GONCR ,U+EP� % 02P70'BTYLC,uc. CWWN OY: .. ,+ EDGE"IF.'APPUCAOU ,WALL..(TYP.TOP, k.BUTTON). �:., "V "�. �fi��d{� (�b47,= u.t. WALLMOUNiiNC, MULLION �? = N4:.441 7 Rnitfa�SenlCerSrs[em' ae/s/=ots k :�. take 'EXPERT. SHUTTER :SERVICES•INC. o+Tc POUREC.CON(RlcT'TE WALL r,urr srnwc a uaclwtmrrlc cauraa+Y SEGTtONVW. b STATE !1 7*: R15 •' 'afrmxs ,awsac rin�rv,u 6sp.Yv �FaY+o c[wve 20-064 poRr sT wcx; ti seuea F ma:— au Oam wn _ rwim ow)r c cosy.,rm vr4 nt-cxia.• END&INTERIOR WALL MOUNTED MULLION INSTALLATION colt ra-awsne w nar d sFA</slcHaruF<E/Dn i reex,sn u i '63 l(J,.. �ti..��R+k�• ... . .. .. . ....... .. EDGE IF APPUCABLEi r - - _ EWE 4F APPLICABLE•' 2 xMU.LtON DP.PTWx, $"Cont. T11�� ALUM sTUBE fiuP @ BOTTOM) W/ 1/q ox3/4'BW BUr"DEX TEW SCREWS. y S/18 0 FAF'CQNS XL,t4Pfs 2 1/4' I ,y . 4 $ Mint/E.D MIN ELt2€DMENT 6 24 o.c WASHER:'0 24'oc.. -4.3/B'Min.E:D. E-D j 1{_.._...•_ .. ._..._..._^` _ _ — " �` r. CCxiftM,10U5 POURED C } CONCRETE REETE Vt =3 ks 15nJ Z, 3 11 2 S"-b THICKNESS Min3ED .I... :. .... i' .. � 7 \ END CAP 4-3/8 Min, E.D. !� - CONTINUOUS.POURED a Z CONCRETE(Fe=3 kci 66n) 0 TMCKNMS F N REQ'D. kRin ' EDGE IF APPLICABLE N ) ; SECTION X444icz x, (WALL MOUNTED SHOWN MA1 INT .♦j10i�MU : EASTING i:` i. � .BE 4SO INSTALLED TRAPPED A/ ORIENTATION',., 2) j MASS _t , ..� MOUNTED PER'SECTION Q'-Q' I vai w u' t ON SHEET"8:)' U .3w -'�>t'• i t L3ffFRfQft 0_SE6 MAXIklUAe®�0NTEM0R).WAfl 1a16131STED MULLION =pAtda•,;" COVEREQ ,T=SC t�ET)U(E 26 FOR INSTALLATION IfASCS 1 h& QN SHE i5 (LI}1tTE0 LOAD, MULLION 5PAf If ff>'.ntdC3 Q�/9 SPAN I TAL ATiON) - 2 ;/2° iNsrnwsttav t75E t - RESTnENnAL.ANO coMaEaci 1 I Nrs ED 1 ;t 1 /2"x t/2xD.062xCONt,ALUAi ALICMTIONSWITHf6Q6'p.st W/ 1/4'lx3/4 riW RU6X: -� IMUA S:D.. DESIGN P;tE$SURE. TEk"SCREWS ;24 a c 76'tt�13L RATIPtG, 12-0" MAXIMUM MUL.7QN SPACING.'VALID FOR CbJ*0AECT QN``Ol CONCRETE W/ HILTT !k Hurs ) 0 itte;t7Rai)32' -'; (tvpxt+w%�t POWER FA STENERS WEDGE=BOLT ANC}IOR ttVS&4f11iOQN C{ygn COtd1lERCIIiL APPLICAMW FOR �1QQi3 IJAXIMUCt# A 5 D: :DESIGN PRESSURE RATING 4 3/8' 4fz)afie 3N+nc Bt7 T Tz EXPAOUSION ANCHOR MAXIMUM-MULLtLIN SPACING. VALID FOR CONNEGTtON`T0. `W/2 Mtrs: E EMSEIppNT'TO POUR€D'CONCREtG:',' - .. C4NCRCT,E•IN/ Htt1i'it KWIK BOLT T2 ANCHORS- o .. ` ` :... 'a;�• _ .:vtaLr_,°(r�i': op-A�Boroo. .. ;. EDGE IF APPUCABLE.." t - JTtitltxt « SIDE RAIL{D SHtiWN FOR CLARITY -? h BETE{Ce 3 Rg 6tn , {ullt L/ I FIttRIAA BtNLDING Ctl E{Nan HF{Itti'Ycfod4y'Hu v cb 4 zone) WALUM0UfMNG;MULLION '''. � 4 POURED C N ETE LL CEtV SI • o3¢xc nnrco M. • • o,AAaN 6r. ECTION W 4 r NQ d4 f.� L tIr C® xas ire%em. *: . CAR 0 INTERIOR WALL MOUNTED MULUON4 STALLATION, " :w - LLD.- Na ��"�yP Ex�Ear;s urr <:SERVICES NC. -o`•.` TATE-6 K` s Kx- �. n.anm 688;Sb Low; a6,vc . . ... .- - ti , 't!�. sw» f�l-vtteo8 czca�m n_,a, � ZO-064 APPLICABLE TO A LIMITED LOAD,MULUON"SPAN AND MULLION SPACING f 't�f i8 �> .� 1A D 0d7,9 (am)� 4, ftMAW"00 S` �L MIAI( (67ej7.W1#ti.:rd: II71.QQQe� .. . - r T•..,s•- ��2` 1wt.1Fn A'1!DSr dr.ME r utt m:M vrt SCAlE 1/$"a'1 - �hj'-SJ (•.. ��P.C.SEAL/SlGkat JR�/DAiG .. kCsnx iir.�g4:67. sx rra.... .Skm Cu or 26 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 V(ft)TO PROTECT IT(SEE GENERAL NOTE#.2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SI•iAll STEP 2:ENTER TO CHARTS (Ia. lb & lb') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN IW BE BASED ON CHART Ia ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS:A.S.D.DESIGN PRESSURE RATING(p.s.C):THE. OF SLATS TO GLASS., REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES Ia 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(MAX.,IT,6'OR 7),AND DETERMINE MAXIMUM M LLI N SPAN(HEIGHT)W!ALLOWABLE PRODUCT INSTALLATION VEP WICATIOW INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(G,GI 0&@),MULLION TYPE& MULLION ORIENTATION: • ENTER A:S.D.DESIGN PRESSURE RATING:'SEE STEP(1)ABOVE. 3:SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT . FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAPPED OR ALL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR GIVEN MULLION TYPE(�G��6 ,^ij& ). LvAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"SLAT SUP MAY BE PROCEDURE 4c: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 Ia,PROVIDES SEPARATION SHALL BE BASED ON CHART Ic.ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS Wl0 OR w STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2;ENTER TABLE i 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 TOP &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 A CHOICE OF.2;OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD ABM STORM BAR! PROCEDURE 4a IF STORM BARS ARE USED 4.ENTER SCyF-Ot.tLJS 1e?HRU2a'tIN SHEETS 24,25&26 W/A.S.D.DESIGN PRESSURERA'RNC, I.MINIMUM SEPARATION TO GLASS FOR SUITS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM,MULLION SPACING(MAX.,12%6'OR 7),.AND DETERMINE MAXIMUM MULLIOINS PA I CHART Ic:ON SHEET 15, T SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W1 ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A G(t<EN Ci.,G".IG & ), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5:.SEE MEETS 10,10A,11 i1A IZ 12A,13&13A FOR MULLION CONNECTION DETAIL.&AT & ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FORFLOOR•TO CEILING TRAPPED)OR WALL MOUNTINGS OF MULi10NS INT.aco ICRETE FORt A GIVEN 04ULUOFt i`CPE(Q; &0). 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR' SPACING AND DETERMINE APPLICABLE OP71ONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS PR riCEDURE PER STEPS i THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE.(ANCHORS B&C) STRUCTURES;SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE T O'INSTALLATIO_Ns INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME<STRUCTURES STORM BAR SPACING. t{lilt / FI:ORSt.h Iltt[L4iNG CODE(Nm High.Fetocfty FFuncccne Zp o) Naii�.. ... ..• ry .. _ naa2o:nLtEca u�c: • wlAwn an No.4416 r — 1 L E C®ILN . \ ryp T yR�a�Tl�tcrg Shntt�a}t�Sgsterit 4'ES r� oe/e/asm _`'AC�• Irf SIALY[tESS7k0.,.AcENGINEERING COMPANY LAY"E7iIV11 Gft'SE15.Y(C 't{li. GATE Awl-; .w�.o.aaoe.n uiea Kb S.W.,wNh4tlRt'GrAVt 20-064 -c'• STATE OF �• A i-= .�d c -]is1 mr sr Luor Fi t4!t' GaA1rem Na itdnco0ad— fia0K1D'[Y�J t�L-tWM irY C�Y33 KT5�Ot99, LA.OTIWTt9 FCOR{D� �Y.`` ntiEi A nwiJr.or. F .............. `~9 .. rtO+m Ua.F 4,67 a N.tw t war Ia or 2c rr'L ' �.i1��`•F.S�`L�StG`fRTGRE%l3ATC :..p --- r/irlllikkltttttt, _ SLAT PERFORMANCE CHARTS J2 i lb, I ; (.6NLl!'1/A0I3 FOR 1/2"SLIP) FOR A:01I 64,A.S.D..bESIGN PRESSURE RATiNG.{p,s;f};PRODLI&M6UNTC4NDtTfOMiNcL vNGAN£HOR_fY E AND:FOR INSTALLATIONS:W/,OR-W/O cHART Ia tHAfrT�=W' .. CHART lb' GHAftT'Ic . MECAfi1YE'ASD uaa' USE Mkil"POWM a40 WAD i . 3l8"$.KVHIK BOLT 3 ANCHOR, 511Wa TAPCON XL ANCHOR S/18`®•TAPCON XL ANCHOR '.POURED CONCRETE .,. 'll7 KtlFzZ?:cOrtent7E.. '10 OMW Fi cD CELL CONCREM 81 :. MAX. MAX. SLAT SPAN MAX SLAT SPAN REQUIRED WN..SSAC1714OF IA GIn) 'Wit. 'LMAx' 'IsUkK.' 'Lwup' (FT). ME�SU1p T4,SACK OF Stf#7.(Inj . aW! >. 'iW 1L spun avr WALL f ym: txan-«lt �-= W/O stows BARS Rif yQu+u a1wn-arsr./•X yp :. RATRd3 YOf1PiT M MAT W/ kou!IT WAft �9 6t0isit h/E� 1®UM:. i�E@ im g w t{m F W/Ly 6fN0 Z tiNap 2011E 457N0 20NE (asp) IDi•+ans,# �:amts* ' a WaTm# set * ssc'wtes qC :wrt,# sax aoeeY. 'az Non # AtE rwns qc SEE tA71ES# DiI h01F9# sa w"M# 7-3 4- t--3 4 ..... 20'-0" 1d•-0" QO-0 78'-•t• 10'-0" 18`-0 _.;20-0 18'-4' 1B'-0.w. . 1S 8 1 i4 1/2 .8• 7• -- 3S0 20-0 a5-3' 20'-O' f8 0 20--0 7S 0 1B tl 16 3 24 p 15' 0' 16 3 14 C 1 it 1fZ 6 j:"�w _ 1oG Yil.0 15 2 19'-7" 18_B 20-L 14 5 tY 8 14 i0 t8 7t W9 5 14 10 12 9 1 to if2 8 13 9 �72 0 71�3 �8' -7 _ - 60Q•' 20 (Y 14 10 16'-9' td 1 !9 i 13 t tx tt i2 1Q" t0 2 TS' f' 12 9 14 0' 1 tQ TjZ 6 Y 55:0 20 0, t4-8 15-8' 134- 17�9 t2^4 '73 4t 771 15 0 i2 4' 12 0 --10 6` 1 iA tf2 w6 T S11,Q i8 S 13 9" 14'-9' i1 T 18 9 i1 -8 13'--7 11-� -tA - 14.1/2' b WT 650 18 4 f2 11' 13-11' tt ti 15 8 tl D 12 5 10 17 t3 4 11 0 10 10 B 6 t ¢ 8 + TCA' 17 k 12 1 13-3" is-4 15 0 TO 6 t4 10 tb-4 1 12 9 70 8 1D 4 9 0 - 1 t3 1 8 7 ...:._ 75p._ 18 8 17 7 t2'-T 10 70 14-3 t0 0 11 •4 4 it 12 8 10 0 B 10 8 tC 1 4J�1 2 6 7 00.0 73 7 t0 1C 9 7 1Y 7 -8 5 9 3 -'.8-6 i 13/ 6 7 .__ -„... M.... ...:... _e ._.._ ...__ 117 itl-•C`; 4..J` 10'-5 9'-3 ' Yt' 2 9'-3 9 0 - 8 3 - 1 _,•43 -!8 T . 40A. it 2.A 10. 1 17 2 9--6 19 F .itl 10-1 8 tt 10-0 8.70 8 70 8-0 1 1[ f3 5.: ' B 13 10 9LL 0 R- 8.^� D 9' 8�. 7 TO 4 :8 5 --•8 6 :7 8 12 i/2 8 7 0. 5 8 �4 -iC-Sf B 4 8 3 7 8 t ._.._ .. �. .._. .. _ ..w.,.,, ,.<___.._72 6 7- ...-._....M.... 1050 1T=2' B O f0-1" 8 t3 it 3 H '0" B' 2 8 Z 9-8 8 0. 8 4 7 4 t' 11 1f2" 6' 7' fU.O ti 7' 8 8. 3 :7 11S.o• 11 / 8 5" 9'-8' _ x..S 4' t0-Y' T=9' 8-E '7•'-8 : 9'=0 7 8 7 8 T-p" r' 11 Ile _6" 7' _ t7S:15. f0 2 7 9, 9-D 7" TT t0 t}" Y.'2 -8 Y 7"-4 8:-8 .. .T 2. 7 3 ..6 8. - '1' if" 6._ 7• _9»:9 _.7:-YS --.A8-0' 7-2 8 S 7.0' 7 2 - 6-fi �,..i•.. 10 1 2' 1�.0 B-8 7 Y 8'-6'.y 7=7,- 9 8 8...10 7" 10 7'.1 B Z" :6 t0 : 7 A ---6 8 1__. -i0 t/2 .._'e 7.,.._ ...,,b....,..._ 7 8 8 '17 G 1C 6--0 1 101/2' 8 T 7 A - 7 no 7'7 180.0 8'-8 - 7•_g• 6'.-ri 0" 8'-0' .. _. ,7.-1 ., _ ... 7._5.. 7, 1, ABOVE INDICATED MAX, SLAT,SPANS MAY BE USED AS Lt7NC AS ANC R'SPAOff4G SG. MULES ON.'SHEETS 17 & 18 ENDICATC THAT AN ANCHOR SPACINOt IS AVAILABLE FOR'THE CORRESPONDING SLAT SR�A AND AS:p oESICN-FRMURE RATING: FLORMA BUILDING CODE Nan t, 'leibcity 8urricane Zone). 2: REQUIRES SIDE RAILS:FASTENED TO EXISTING STRUCTURE'W11N .�'Z. •`.� �l��ii - axoic ls+t_:a tr:+c, i Brurx er,. a/8'e:W"`bou 3,mcNOR;OR,5/16's TAPCGN xL VCHOR,'INTO $S, N.QEhts� 9 j �^--- his: ,,.,. F'OUREEI.CONCRETE,.OR,:CROUTFILED CELL CONCRETE BLOCK OR, ?� �., p Jt �C� \ RaQjgp56u((etSjghyyq ao/n/zaro W N 1/4'v 1EF SCRz�VS'AT MU1iJONS CONtJECT10N. dAL1D;Fc7t{'. No. j�� / 61sa W C � WALL MOUNTE;:TRAPPED MOUNTED,AND BUILD-OUT MtONTED_: ®��N-`-� EXPERT:SHUTTER:°SERVtCES�.INC. ;ax1c 1![. you 7C5117 a A,rf amttatNQ COMPANY SLAT SPARS' i"tFERMEDATE LOADS MAY 8E STAT �F > J✓ T aas,aw"` x�t'k H°$6' "� saa&t tyxtrAartr sm; 20-054 3. MAicIUW S s,g•, r: "� f � e-'ma:'a+t'w,echootammn_.en Paars_Lum FL.U984 DaArm�c NA E7ETERt11NEA 9Y UNERR WTERPOUifiION BETWEEN END VALUES. rinwcr. t�.s.xce,e�ttnf eri=,Nn 5"0I-P E SEAL,/SIGNAYURE/OATS' etakma-i p w1e1 n �Ell Is or 24 d,. MAX.ANCHOR'S SPACINGSGHEDULE V3 FOR A GIVEN PRODUCT MOUNT ING iYF'E W13/8"0 KWIKB&T: ANCHORS:TO POURED CONCRETE WALL A.S.D.DESIGN.PRESSURE RATING'&SLAT SPAN RANGE t WALL.MOUNT ltti StAT SPAN RANGE s e i°, > W-i't >.i' 9 S i s t3 fi;i > t2'-ts t > 18'-201 t 9 _ 5°`:... .,. 8 ,9 g 9" 9. >s,-eo 9: 9 as 9 98 s 5/5 5 sJe, SLAT" >81-105 y 9 , �" $ .9" 9 SM 1/2 5'-5/8" - A .._..- •. ........— .r. _ ASP PRESSURE:RATING, AN' MAT SPAN FOR. GM'A.S.D. DESIGN 8'LL 7 Ste.EXCEED MAX. SEAT ?� 7 — NDtCATED ON SST SLAT.VAN.'DEnNITION PERFORMANCE CHART :j RAPPED.MOUNT. SHEET 15;. :SLAT:SPAN.RANGE F t > + 5 t E '> 5 t3 t^ +'>8--r t '- > T-9 t > 12 {t3't > 18'=20' _.. >31-40 - --_t8.l-toy 9 >tos--120:04 :9" 9 �„ g $ •j?t " :8. .t! 1 BUik_D-OUT MQLI DESlaN tSt.AT SPAN RANGE;,. _..... 0'-4't : >4._5.,-t ,,,, > 5'=8 t - >,.87'T9'1 E,.RAitNt: E >4;-60 E rE E E :..:fE E. . E .. E:,. E '. .'E ':; E, LEL c AE E >. 9 9 A 6 G 9 7`J°1 9-. 9" 9 9" 9 9 9 .9 7 .r :. S 5J8:. 5 JS;.5 5Jf3. 9" a/? 7:9 j2 8.:. 5.�/$ -r•.5J8 5 5 5J8 - >st 5 5z 9 fis 5 5�8 S 518 S.�/8 >Bt-tas 9 a 9 5..,, _ 9 9 -'9 ,..•...9° - JJ2' _ o G /3 8 3/4 :6 5J 5:5/8Ej &8 3/4 �}1JitHE�ittt4glr� .: .. FloRP3A 9t&CING CCD".�It4ii tTigh Vcloetty.HBrrlcona Zone) ; �\GENE w� RattCrr� 4atieer3yriiexat oa/e�wzs idn 7 v. It"Ic,a c rh; Sk '- tv rt;?rsrtas:s u«eannta arutamc EXPERT-"SHUTTER:SERVICES INC. 1'/ fxc u,v emcra c+er+a:re t� 3G8 SrY 'm"_orlC 86rYF. -a" STATE C1 ' f /� 2a . � '"_urlt pm sr.urn.. a�ae4 owo .064 �C7 F7 �.• e% p nwkzx�o)xt+-tsasx,O mM "i cow n �K1 .,t . ala.rix -u, +r pC:. m:+, ., o"..,w. SEh1.JStGtATURFftiA7r P[CRi [ /++tax nuav x[rr is or is .. _., ..... _...... ._ r`.. .. _. ..x •rrrarrr+<iititat[ru ,. _. _ ._.... _.. , MAX.ANCHOR'S SR OING-ScHEoULE Vb FbR A GIVEN SHUTTER MOUNTING TYPE,Wt 5/16"0 TAPCON XL ANCHORS TO POUkED OONCRETE WALL A.S D.DESIGN LOAD&SLAT SPAN RANGE r WALL MOUNT, - SLAT SRW RANGE' 5.9'-12't >.i2 w'f tg;«2u'.t j2" 5 t f2 r3t�a g .. ....... g _ _ c wtaf2 a 3� - ( MAX.WESLAT SPAN FOR A SLAT WEN AS.D. DESIGN LORD 3 f t� SPA SHALL yam$ EXCEED MAX SLAT SPAN (VACATED A _ I Stk7 PERFORMANCE CHART stxt"seu g• 9• --.` ON SHEET 15. SLAT SPAN DEFINITION TRAPPr:D MOUNT: 'SLAT SPAN.RANGE t 7':t x�'-!'. >'s'-12 t t2'-tE't > ts'-zb'_Y 1/2 �rti-�7` g�. :.E„ 6. w ,jy ,.,r�•t�t1 q 4 .: 4 3/4- /4 S 3/4 5 3 4 a / ? 3/4 1361L.b-OUT MOUNT :SLAT SPAN:RANGE ' t 79 w zap e V e a a 1 h 4 s s as s b a 6 h 1/2 S T/2 1/2- a 4 3 s/a _ _ d_ 4 3 3J4 3 3j4 3':3j S. j4 4. 3 �J4 S 3j4 3 3j4, g 5 i J t '� _s d 5 r 4 5 a/4 a/k >a( a s " 3f4 4 �a a tja sf4 s Ufa s 3ja 3µsfa s 31 . >rae sea e t 6 c i; s �j2 n Ala 5?P4. sfz 4 SJa a.t12 3 3/4 3 3/4 Z 3f4 3 31e, 3. '/4 a..t,J-2�` a ij2�° 3 3fa 3 JJ4 X't Ay-tFA -E" tI2."'� -yf2- ,33 4 ;', PAW _ 'FLrRIDA EU,1XM'CCUE iNon-{1"tgT viloclty 6urr(cone Zone} .>.. _-. .. -NayF�p t/�y*fir 0=TSrr�N.,.._ .. 4.6. . ,II RAwT:LT .. �uvn er: .q 'y--•2 ; ,' FCt�t1(6,g. IlEf�7..�.=---» ef/gj 1'�1Q EKPERT 'SffttYTTER SERVICES INC. DATE iYt1JX TCST'WG le.titlt3(NfZRgKf C6AIRArtr .e r l.�' au>a.sw a u..ae waxa eter.a a.:,es sea sr' c71ow. w ow< . .. 20-0E4 'd'' STdTI:t`} �`��, .":.•. F>s•.ar-+c.a <>�>-rx rcR7 S;:cUCl.Pi,..3190E . � ^'""� eas�:a w«:u t�N17 Y�-sate,ria.(rr_1 dri-a+ad tYGWiH4 No Aiw��.s�`�'�:E. �Ep.t./ctCizAtthElQ3Ts:R 'te€av;,, ss(e? i wow. s(�:es tr or ze i —_. , 'MAX:ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE W15116"0 TAPCON XL ANCHORS TO: GROUT FILLED CELLCONGRETE'SLOCKWALL A.S.D.DESIGN-PRESSURE RATING&SLAT SPAN RANGE t WALL.PMiOUNT - SLAT SPAN.RANGE oE ,PRESSURE _ PRESSURE -, . . RATNG 0'-4't > 4'-5't > 5 6't� >.-S'-7`t - > 7'-9'-t -? 8-12't > 12'-16't > 16'-20't . RAKM(pi.t.) s 30.o B.- B" 8" ..- ,B„ 'i ..B•..._._ 6' 4 t/2, .._.......__.....: >31-40 g• _ B. - B.. ..g' -.,:......._8�...........__. 7- 4.1/2' _...._:>41-6o B•.. ... __.._._ ... &" B 9 4 1f2^ ._._._.. ' ... ......_. B __7 1/2 7^. 5 1/2 _. t -__.._..-__-..._ __ MW SLAT SPAN FOR A >at-Los B" B 7 1j2" 5 4 _ . _�... ._. _ _... _.. _..... .._ - _ �SPAC4 GIVEN A S.D. DESIGN >to6-120 6" .:.. ::_7 1/2 6 3 - - - _.. —_....._ _. ..--_.....______-........e..... _....._-._ C __..... .._ PRESSURE RATING ShALt NEVER EXCEED MAX. SLAT >tzt-Lao B" 6_____ �. 5t .,. ... - - .. SPAN INDICATED ON SLAT _._._.._...-._._._ _ ...__._ ___ __`._ _._ PERFORMANCE CHART ON >tat-ts0 7" 5" 4'. - - - - SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT anx oEroN SLAT-SPAN RANGE'PRESSM , PAIM 0•=4't i 4'-5't >s s`, > W-7'f .-> r-e'fi >e T2 t: > 12'-t S't > 16'-20't ....,.>31-40 6"' 6' 6'.`.-. 4 1/2" - >at-6o B' :g" ,g-: 6- ........... - _. — __ _ >a1-105, 6' 4.1I2»., , .4 j/2• ...... w. J106-t2o r2 4' .... 4 .1/2'— >1217140 6' S 4 1/2 3 3/4' -• .__.._..._._.,.._.._._. ._ _:..:.... ._...,_........____.__. _.... ......_.�.._.... ...,c..._..:.,. _.,_T_.> BUILD-OUT MOUNT. twT.DREAMMW SLAT SPAN RANGE PROM 0-4:t:._ >-4'-6`t`." > 5'-6't >,6' Yi >r-s# »"-iz'•t - .. ' >. 1z'-1s't >.T6"-2o',t. E lE ..:. 16- .�EJ iE. '.ivE - .. E fE E _ 4E <_30.0 6' B. .8 6`.- 6' 6' 6" 6- 6' 6' 6 6" 6 fi` 6 6 5 i/2 4" 4 1/2' >3T-40 6 fi & 6- 6 6.-r 6. 6' 6" 6 6 ,.6, < ` 4. 4 i4t 60 :6....,.. 6 6 6 6 6' 51/2. 5.1/2 -6" 6 : 6 5.T/2 4 f/`2 _ _,_, .__._. 33/4�._... -51 1/2 5 1/2 4._1�2.::: 5 . . 5 4 4 - 3 3/4"—_ ...._- j 6' 8 6 5 i2 5 1f2 5 1/2' 4 1/2 3 3/4 3�"/#6 6 2. 4 1/2 4 1/2 4 1/2 3 3/4 t-La 6 5 4 4. 3�4 3 34 _ FLOR,ir'l,A 61A1.LrNG CODE(KOA Man Velocity Hurricane Zone) s EPl 9', o awu mt x0 y c•. g�s�t Omw u.r 1 No;4416 �' �=i�- Itomggst utiorspsum' o6/8/�0 0li c o l DATE *. * EXPERT SHUTTER SERVICES INC. Tlt11f. 6'K[tU0 A E/401NF7-FhRC COMPANY -O'•` STATE"{: sttt nou #+iw.reb'a +mon.n.yree eae-s.w.ANa18Ck DWC Lt, �6"-10" roar ST.Luca.FL 344a4 20-064 �:�')scosam Z PMMMO Na .� k'� jai,tav r+s.cP�4:rAe m m.aclu - �� OAta �a as vAtrn� utrt -Y.c a �... SCAL/51IW 1Ri/QATE. R»..i M,lT4<4 1itGz err rrwe -+. a SNkET IN Nf 26 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 DESIGN PRESSURE 0'-4' > 4'-5' > 5.'-6' > 6'-7' > 7'-9 > 9'-12' > 12'-1.6' > 16'-20' RATING _ (par) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx I Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 —...__.__......__..:...._........_.____._.— _.—� —. ___.. _.__..__,_.—..._........_._..—_...__..__.........._.._.....___.........._........_.__.._..._.._._..........._.....___...__............_.......___..._....... >31-40 10 80 ....... ........... >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 . 2422 600 2547 596 _-........... ...__._..__ _.._ __.._.._._.._..__--_..__._._..__._._._.._.._..w. >81-105 123 210 550 263 711 315 1.142 368 1372 473 2009 591 2492 638 - - -... ....:...._.................. --._ —....__......_._..........................._........—..-....._........__.._..............._ __. — _....__ ..................._--_........................_......._.._........_.. .._..-......--- .... >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 - - - - ___.._._.__....__.......,...._....._....... _._ —.. ._ ....._. _._.__._... ._. _. _._. _ _._..__.. _ - --_ ... _ >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 - - - - _-- .._.._.._. _. ._.._ _-.. _ .-----. -- _-...._ __ _ ......... >141-.160 781 320 1186:. 400 1322 480"' -.1873, `550 1740 6'40 ; —`seArv�' NOTE: SLAT SPAN DtFItdMON' * IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx&Vy VALUES, Vy SIDE RAIL,,, [""?�1`—" ,Vx V — F.omim,buldll C G'OCE(No.,fkg Yeloct,Sarricana Zww) y 02cm rcT[W s1t. Naut•lus DRAWN PY. Ra {gS&a6teiSya3siii ae/n/zaso .. _ Gac. \ EXPERT SHUTTER SEE7VIGES.'INC. uTT F ; r T3LltT T[ST{Nti.�'.CNalNECR3NC COMPANY mnrA.�l actor rmors,rt.ss,rx uLA'6.tC.W.titlTldP:hC ItRIVF - ZO—OBA T '�. —7d„-r+n sa. wm�n._,x,r .PaRf sr'coca:r�..lives o� ATE d ; ` f �z wo•�ic� n,a¢, r asc A.rxm sn-cm mown c Ns au to. 'cDa{� :i wKTf,14 a.raA1r s..P.E m.w•. . "cw a:r .. w[ "'�cGs "Cr�`,t2 SEAL/SIGNATURE/DATE' `�?N.trt.1�6T87 3 vrre+. SHELT 19 of xt a r 'rV+IkdiitHSlk�TK�- - .. StJiT PERFC3Rf49AKCt(PtAtiT IIfI'.ll`a :-(ONLY VALID FOR't/7ySLIPi. SLA £RFf}R6tAAlC�i N ICI $�-IIC1 tONG1 VAUD FOR t!4 S!ttn:.. $dt%iJCIMUM SIAT-SPAN ANd MiNIMI}¢($EPAF LTIgN T�s(�t S�FOR A f WOOD GRADE A.S.D.DESIGNC .a8.5LA7 FpF?R i av:ktNtspctA'.9.ts:ts-ass(3qP?l�>k�E,li�W'Fd�.fasgnt+aenooucia�qur+r FORAQNk*�Wt4,fk+,fA6o!bestONOA46UR&rMr,Wfsifratmti�oucrasOUNTCX M04P4R' �S€.lFJWAND PRODl1CT.MO T-I?YP�RESSUR RATIFRAMESWALLS E cartdrr.ftaa It! Auxnxut'e>+" $LQ!+ aARs PexOr7Au a'RH ow _ tNStR3 G?iK3ftSNh?SYC RFt,4f2L c 6rAttLOuv - Wf 2:x4"STUD TA L 3_ ._. '� -�—• �-•••••,� f�iN[fM IEaHVF J6ttC IaSD win"Nfi3A361OID w$ GHRRI„ 31 CHART'ICi ._ ;-.r CHART III1I .EAkV=�, Lm how i "° ;- tac tiawr ru[ratm t�aae< tfAR oFs m wmw'wK ealm T lIC1 rlAx stAr GRADE wx"PWK .....• U7C a mdll t'0911YE :.:. ".:; Nt9'A7ACC(kiSq�trPiCNOR. "Z.taro Wam -SAOSFWF P.C'WAL A4CNtlR.' ,"'ASgA LOP i9YtIE RATtNc v9{gl v "� N#/D,5T4ftY_t1At5 a: {66D :%;j f, ' RE t.`utAi'sacral UK SuAwm ,sm tor3ltm kw;s mt# - .. -•AS,D. "' 'LYA7C°(Jt). TS O.A43 IE9i�D 70" RSD. :.' . ' f(tj<., --SQ 4U=f�7RFD To 56;ttYtETiY PL4E 82(C p35) (P 60} �'!`eLL. auau-+®r atao�acrr : STORN'9ldiS emu: 'a�za-enatao•aer ... / DCt1CCt.5 ist sdt![H( 946) .6q 4 5 - a s t/2' .: r6kRiC r/ nl -. ':t1/0 .. RAt'P'd3 .' A`f :�1ti9t7 S•J - 9 SiLiRU'BARS r;gtl: ItAlt##C .. � '3 (0 ai.). °, ..,ems► :'w:eaA ;""D so:a +aa me. (P o,#v< fiatmd. tint Pmssa Anc 0 i •a'sm nvr ;ae zae so.d• �zr•-d� ,r a foe + z,!z. . coo __cr s e s e.-� f s�e �JbA IC c- �d-a^ :u o ;-_ �Vz.._-; sSn • �r R T v f s ,ts _ 7n a - rao rrt r x . I_.. :r 51 �---- . :{ay M SA^D i?.-a iD: 1 7 t'1 iS.O••` 7-# 7 A i 7 $ i/H' _ _ t {.::. ra TL cr �W 49, i 1.. 7 fAp. 3 _mod tq 7 f/2. - sAa•'a - ? '1 ..F '.�i�3 5 8 t ,.. t f•%^—�—} -:E E i 8 a w• fG�-1i '.ro-a 'ta--c 1� 7,1 Z' wa••• .Si,IAtP�3'cFRRMAN4ECHAFT,III :, QNLYjVAUD FOR.V2'SLIPY. FORAC,wFaMaa�r�eexrrxi7FTCNPR 55RitfRMtlNGiP:?fl AND PROFNIC mduNT caami sour s€fAt1atksNsWI d OW OARS PegMAica Wi.Ovr ! ; k MAXIPAUMAS.b,ffES P&LCADVb.wdm6*6ESCHE(ce CiiAtTf•. Itf,t CHART IIIC1 •.. t� . i t� tWfD#ZR ttlfH(G-Q4s5' t(� sdmt ( tM rms *t,)t 1A :trrn ;t .tug INK POEM st3[�f �t 9TM(�•4�) Ylt 81 'TAtSC66t XL:Akh£7R ._ ASDi faaa,YRIIE � ' - -� CfF'i"AIL 7(E(.El/�:TIQN$. wtD FOR,Dxtc*4M-�tms(ca�#46}. ETAIL y tELE1iATIO1V$: (ctta) MA4 MAX.5 AT ut>R4a.vtL.sBAwaION gAax ( cur cn +w suro FaR'SfkfrrfF�? :ttdss)':, l7 : Xw Dim PRmsumc r( cxAco ssJr w/o smFtt+aws w: PAYltXi Lcce(# +I?SpIR fy/ '�, i•J - - •• - Y rttbN I # wm �rt sr+ur ossnaTrrjw SCR-�1'AtLQSF1tL ..(Pv-#•) :Kr+ae tr2: U6utsdi._ i ''= rrmmrE .. '3aA 'Y1' II t�.-7d - . .. • '45.Q••• a'-o:•'f7'=CS .r '�n i' :_s'..,._. 3 t3.Y'1'GOUTE17 ifM StAT`,SPMSS,VAY DE(b5F•C•,�AS LKh'JC'�A�H►drFSt�Ft-aF`r�idCo;s°.'".h'EOtPt�. . .... - UPf•SF&Ec Z"t;(FtD1i:ATE THATyA$PACtpiG:i~ kVA,1Jl9LE rC}r'{`.:fH'c 'O.RF{E5±'ON(i,NCf.Ul1;T.SPAtt, - '- ... - 1s5'r scK._tsk',S1GN'�ftE;SStiRE.W117!�Gf. ,' t w' rTtAatE':W41 0q BE el,t , smCTLY�m gbotq*m, t`TR SP€C GIvE(�,Q14 teal ANII *MSION9 Fr Cr,. R 2"'qF TFtE vt�?Rtikti Latltpgr, LVK 'RV.I'mu' t tit TH U:'' t OTHER SIfiE OF OP� s^iN.L flMMCA BtAWIW.CODE(Tdvrt Q,gti''Vstocity.8urricane.'Zorsa) INSTALLATION INTO WOOD FRAME STRUCTUR�� LlEE1��S� � �� N.P. d 4,,jj DATE ,t ` r*p ttur.'carwc g LR4t)tBMNT•COVPANt .E3CPERT SHUTTEttERVIC �s'INC a+oa xs:W c� 'x"10 p n a ¢y EfiB.S.Yr WHt{b�gtSC oRitC 20-�064 STATc n;� t m PO st ttof,.rf_ift$A r . r. a..4a�mc�m,• was rax tmlat-mu arsxws+a ro /�,FSS Z !•' \\ .EN SEA/SMNAT3RE✓DAT FICktlA l #+FF6T" t t 'm s••�: • SNCLT 20'OP2R MAX.ANCHOR'S SPACING SCHEDULE VI FOR A- - PFZC3D[JCT MOUNTING-TYPE,11VOf3D .: GRADE,A.S.D.IDESION PRESSURE.RATING, ND.SIAT•SPAN RANGE: WALL MOUNT&BUILD-{?UT MOUNTT02"x4"WOOD STUD, WALL MOtJf1'i 70 2 x6"Vk100D STUD WITH MINIMUM 1/2''PLYWOOD i§EE 13Ef�` SHEET 20F (SEE[3&AIL 2 ON SHEET20j, DESIGN 'SIiIT'SPAM E�&q TxS1 T RAN WOOL GRAEIE PRESSURE Wool) GRAM GRA PRESsttsE * SLAT SPAN + GE - RATlHG . : RAa C°tc.4 >4m5 >5to.0 >StoY ;>Ym9` >Ofole.>lut.12, Cr-UT to;4--e 40 5 r SCSUFHEFiN PINE X .€ 4+. .6 6 5 .A,3/4 4_' SOUTHEfi6t _.. ._. k� _ (G t)55)` 45 5 .. (G=0.55) 5- t, - 6". 5 5 _ 5. 4„ 3 1/2" 6, 6 6 4 3/4 3 112 - _.:. 5 3/4" S i 4- 3 3 4". 3. UGLA5 �R $CiUF(i 300 6 DOUGLAS-FIR-SOUTH i 500 6- - 6 s"' ' 6 _ 6" 6 ' ( .- .. .. - (G=O 4S).. a 6` fi• 6' s 7 f , s +:_s tfa.. ..4' .: SPRUCE(F 1 =:FlR= tfii .y P ME-fAt-SOU1! r 30.6. 6" - 4 G fl 6" 6" 6" -' f" 6.: S x f 4" �. G>O.�fi.,. G-O.36 BUILD=OUT MOUNT TO 2"x6"WOOD STU6'iN1TN'MtN1MUM 1f2".PLYWOOD tSEE DETAIL-2 ON SHE6"i,'2b1 .. _ SLAT ,PAt4GE _ SPAN " wren tmwvn ry wwrr,CE,axxr tc'uocwr'r ' wmrt r uwrtnK ttax�r.r wFasr: wuwr:r's,auxr.x eager k wart r ''.�worn r 30 Lt o` _:5"... 3.": t• .:-' 6. 6 6. 6 AL' 6 4 �M1 ;4C n 6 £ 5 6 67, t x t n s 1/4 ¢4 112 4 If2 5OU1jt�N P�E�L _ :is s 6 s : 6� � �;; 5 ``..'� a s•-,/� s��,r< sp � ,. � " 4 su �'' 6.: : 6 6 s s s t/4, _._ „_ ri 4Q. 6 _. b _ 6. 6 z_ .b1J2 �Ls . acUE AINL FOU14 y,3a GS fi 6` 5"' fi 6 6 & 8 6 .6 5 j+ 1 r r �itfif t(jlrjr�r 03UtR b'in?.Ct�n CrJtYt. .gn Vie rlieane Zon MAX St>APtP u ouwr aria} A G1VETv-ASD .pFSICCk.,. .fi r+ 5' �¢' w;x oldb lit i l slIo Yr PRE55LRt RAiI�JG:'.$t{ALL.. a tsp:�r �,=EXflF�t3 t 111t• W 416 `Ci tweup -SE dJCI S ING .::. oa a tux.rgcrrnc r^��nna, m aNr Q[ITRT,SHfI7TER. 1# :SPAN 11 UIGgm 't?tJ tlx y* ' f eas us a A wae.a xsa,.e Ba4 Sa_rHtt k N iVe. 20-064, itcERFT}R§!AIJCC C1iARTS O�1 ' �: STATE Cr � � ��`=� :,a, vaax 5T"L444:PC wsa oaArvo,w SryEL?:wO 9Q r "E f! tt6 •.•- " `g s .s a .-:wvn� .. p ro r r, +tASI£N r , ....:. - '�'ri'��' �x<.,. .� �y1.��'E 5EAl/��IS,SJhftrRc(O.TL:, .LN;th.P� t _ ..nu`rTM '.,..• .s"Eat s.f ante sn_ey� i TABLE 1 MAX ALLOWABLE STORM BAR SPAN:(ft}'FOR A.GIVEN,A.S.D. DESIGN LOAD(p.s.f.)i &A GIVEN,STORM BAR SPACING (ft)" A.S.D. STORM BAR SPACING (FT DESIGN _ P TNG E 2' 2.667' 3' 3.5' 4' 4.5' 5.' 5.5' 6' 6.667' 30.0 1 V-0 1'1 0" 11'-Q� 11 0 11'-0" i 1'-0 1 t 0 11 -Q" i 1'-d 11 0 THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 1: .OR MORE STORM BARS. PER SHUTTER. 35.0 11''-0" 1"1'_0" its-0" 1?._0,. 17 Q i1'-d 11 0 7 0" 11' 0 1 _-0- - ---.--.. _ _ _. - 40.0 11'-0" 11_-o" 11'-0" 11 _ 0_y 1J'-d" 11 -0 11 0 7 -d" _ _ 45.0 1 1 0 t 1 0' 11 0' € 11'-G" 11 0 i t 0 11' 0 500 �1 0 11 0' 11 0" 11'-0' 11 0 I1 d 11 -0" 11 0 11' 0 11 0 " * THIS REGION IS ONLY VALID FOR INSTALLATONS _. _.._..._ _..... _.. ..__ -- ___ ...._ _.. _ 55.0 11'-0" .._.__._ ........ r__. ._. __ ._ _ :- -- 60.0 110. ...: :!.?=0' _._l.l -fin... . 11 �Q... . .....11 0-.. ?... 0" 1'1.__�..- .. 11 0" .. _1_�'`0 65.0 11'-d" 1''-o" 11'-0" i 1'-0" 1 t 0 11'-0w_ 1'1'-0" 11'-0 11'-0 *' 75.0 1'1 -0 11'-D" _i..1..-a� -11Y0,. 11 O,. .._.1...1..-0 - _.?.1 0.::__,_11_-0" * - - 80.0_. 11`=0" 1 f-0" 1., °_-0°...._... E5Kb 11'-0 11'-Q" 11 -----.... _. _ _ 1. 0" 11'-0" i1`-0 .... 11 0" 55.0 , 1 i'-.0 i 1 0" 1 1 ^," 11'-0" 11 - 0" i 1'-D . y - _ ............. ,. .- _ 165.6 1 1. 0.. 1 1'-0" 11'-0" j 1'-0:. t 1�0" _. .- ... ...... __._.. 110 D J S 0 11'-0" 11 0" i 1'-0 10,-10" - . .-. _. - .. _.__.... _ _ 115.v 11.-V 11'- , 11'-0". 11'-0" _ ... _-_ _ _..__.. -. _. 120.0 1 =d" 1V-0" iV-0" 1-1'-0 - - _ -.._ _..._ .. _ ._._.._- 11 0" 10'-id' - 130.0: t 3 6' 11 0 11'-0" - - '135.0. it,-d 11 -0" 1.1'-d.. 140.17 11 ,.�1_:_"-. 11 0- ..:...:.� 0-:_ :_ _-_ .m.w _ W.._W _...'.. __ _ 145.0 11 0 11'.-0" 10'-11" - _ _. - __....._. 150.0 160.0', ` MFPSURE7 IN BETWEEN CENTER UNES. OF STORM BARS IN . G Ca��(tSen}T1yh yelocry Surrtca re 2cre) EE1 OR FROM TIP OF S1DE RAIL TO CENTER:OF STORM, EAR. ��`�y� Jri Cxloo mnc'3 fc. § + > DUNK m' - x -- .-......._......__._..._ urnlL� 1� 5 . Pt.Ofi.�An�:E .;1� :. .. ... N;P. 1L E.0 �x�E ,s1 uTce sERvsc s INC. r� PLUT 1[ ffl .1[hGlN ...Oaie .1 , .'�' ,� 6K./fw"✓ .:8 k fs 3G. sas xoc w-.,.mice --� ..M3-.w.F`F+tic an awf. 20-064 ass." MRT^T.L&IGP.FL.USU c� yTAt E 0= s ;to..C�l�mn auvn r Id c'3j,f 1 p7,µik.¢0. IAR J.r°.e .gym. a:+,asaw '•�-tea. ems aiu lrr�s >�?��.SEFl✓S�GxU';.lffer�{SpYE.. � e,. - � .. 1 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 S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(P•s.Q.&STORM BAR SPACING (ft) :SECTION S1S9(SHEET 9) FOR.A GIVEN A.S,D.DESIGN LOAD(p,.l).&STORM BAR SPACING (ft} STORM BAR SPACING"a"(fT) STORM BAR SPACING°a (FT) 2' 288T 3' 3S' 4' 4.5' 5' 5.5' 8' 8.88T rw 2' 266T 3' 3.5' 4' 4b' S' 5 5' 6' e.B6T D _A.B.C,O_.. A�B.Cr6._ ;AB.C.D........0.B�Cr�.:.. .._A,B C.0_ A, C,D. A,B,C,D ., AB.CA_ .y .0.. A 3 CA ly8 D A.,B,C D AB.C.D 0.B C,D AB,CD A,B.C;D;_'`_,B,C ABC AB,C B.0 D 0.8 C 0 ;ABrC 0 A,B,C D,. Af8 C,D, hQC,ts.___A,BC,�,-AB,C,D .:/4B C,D._, JB.O. A,9iC 0.,_, A,9,C,b„_AA B c _ hB,C,D AB,C,D_ ABC _. 0.6,C ',., 8 C _. A,8 A B,C D_., C 0 ABCrO AB C D_ ,A 6.0 D, .ABC 0,._:,_A_8 C,R_„. AB,C,D.__. AB,C•U,- •q0,0 ,A B C .A,B_C_!). ,_.A'B,CA _0.8�c 0. ,,A.B,C ABC _ A.9,C- A A, �• A. GSS1 AB C h A,B,C D- _._AB C10 14B,C:0 AB,C D A,B,D D B,CA A,B�C D 0.S.Q,D 0.8.0 N�'��4� �'�' ��_._... __.... _.r.._._..__ ._...._a_ _�..._ ..__ -45.0 0.B C,D A.B,C,O AB,CA �B.0 _A,BC AB.0 A,.m... .A.._.... A_. ._.._A____ _.AB C,D._ &B-C D -_,;A.B,C.D- AB,C.D__,R;B,C D _AB,C,D ,. AB,CxD � A61C•D ABA ry0.0 B C 0 -AB.C.O B,C,C A C A B,C A - A - A A h. 69.0 ABC 0 A,B C D. A.B G D CA- hB,G,D ,R.B,C D-_AB.C,D „A,B,C,D 0.B-C __AB, .�„; ._¢6.0. A B.C.0„ a,EI C _. B.0 ._ B C A A. A A ��A v A ..__ ____. _. _ - . _ ._ _-____ LSO A.B;C,D 0.B,C,D_ AB,C.D_. B,C,D AB,C,D BCD A.B.CD_ ....A.B C .._n,e.0 RB.C._. -no .A1BCD .__ABC.__.. _A��C- AB -,_P._...._ A A...._._ :A_.__..��!1,_... A......._ .. _ 0.B C D A.B.0 RB C 14B,C. ...A.B...... BSA. ._A,B.C D__...R,BeC__.._A•B,C_ A A .'A._. 70:0 A:BA.D A,B C D, ._AB C,D...„ A.B.C�D AB.0 _-A0.B.0. ........AxBr9_ AB.::. a............. :70.0._ A C•q........ 0.8.0„_ A.B.... __A_..._..._......._A__...___A___.-.A"__...__.._R. ...A 7A-0 0.B,C,D A,B,C„U A,B,C,D... __A•B.r 0.B,C,D_ B,C 0.B C lyB, A A _ ��.._.___._....._ _�A__. _i .._.... ..___..__....._.............._...__.._.._......... ..TbD A.B.C•D AB.0 A A a . A A A AB.C.D A,B.0 0 A&C D...__aBrC.p.._,-._ArBr�.._._.....Ar.Br�...._._.ABC A ... ,_....._...._Q........... _Bi -'Ar'B,C --_._...AB A A, A A .A._.._,....._._. _..._ - - - 69.0D._...h.0 q& .A,B CAD._: ASB D �/4B�C_ .BC A.B ::A. A A.................... ;SSO A B G A. A - A A A- A - - 604 RB C D A B C D __AB C,D B C A,&C. AB,C .A _A_ A - A _ y0,0 A,B C A A A. A A AB,C,D &C,D AB Q,D AB,C _ �� - w 1 ..._ _ ...- _...,_A•B.0 .AB A -A .....__R._ .._P..__.._ 0: .:.l4B.0 _ ___p_ A A A :. t00A5 A,B CA _._AB,C.D._- MSC .. aerC _.._A•9i�.. __A_.... A A ._.. A ._ A .iG00 A.B.0 `A A. A A _ ._...... --- _...._.... ._.,....._._. .__.____.._. .... _.......... ti .0 AB.0 o_ A.B C.o 0.8rC_ 'A8•C B a A A A A "-'� "_ W_� "�} _ ...... _.'._..!tx ..__,_.._....„_.__.._ __..,_._.___....._._ 1D5.0 AB A A A A t l0A A.B C D ABC 0 AB,C .0.8,C A A A A q A r --------' -_ _ _- .._.__.. ... ........ �.s,.____-----......._.._.._..._.. _..,ti.._....,... _... ....... _______.--- ---...__._.._._._ 370.0 A q A A r _:_ _ ....._ _......__. itbA. B.CA 0.BC�___ A,BC BC A A .A .A A A <,-_._.... ._ ___.. fh.. _ ..,__..x.r. ....A,,..x. - ...... ._.. _.___ _......__......,....._...,...__.... tti0 -. .A _ ,A A..� ...__k_. 120:0 A,BC.D B.0 hB,C 0.B.__..__a._...__A.- A.. A - _A_.........A._._ 20.0 _..._A _ ._. A._ .,..A _.,.._A:._- _ /25A 0.8C0 ABC .0 A_r..�_._A....__a ._A_� .._A _.A A. .IZ5.0 A A _ _..__.__. 1JA11 �B C 0 ,AAB,C, Ash C-._ A. A A -A A ..... _ A_. A µf30.0 w„,A A A ........ _ _._'-___..__'-__ u .._..-.... t35.p, A 9 C D Np, ABC A- A�____.A�__.._..__A...__.. ._.A_........_..._a.. _.....___..._.. _.. .155.0 A A A - 740.0 .._.Aa,C_.:._..._R8_.....-,._. 'A A ._ Q..._.:: _ A - t41iDA.., C. _AB_.. A A ....A _„ A- A A __ a40.0 A A _.A tOOA ._A.B _:.'Bid _. P .....__... A�.:. A.- .,._._..'�.._ .._A :+....._.._.� ...... &Oz A.m.... :_A - ..._..__ - - 153A. C - A ........AT_ _.-. t00A ,.ABC. ...�a:8 A A... A A A ANCHORS TYPE LEGEND A:'3/8"ar.E:ARBCN STEEL KWIK BOLT TZ EXPANSION ANCHOR W/2 1/2' Min. EtBMIENT*& 8! Min:'THICK POURED .. CONCAE!iE(f e = 3000 psi) @: ,S/Bloxl 1/4' POWERS CALK-IN ANCHORS .'W/•t t,/.4- Min. EMBEDMENT*TO POURED CONCRETE (f'e = 3000 psi)&3/8'o-16 MCHINE.SCREWS . C::.'i/4"cx3/4- ALL POINTS SOLID-SET AN CHQRS.,W/ 7/8" Mtn. EMBEDMENT*TO POURED CONCRETE (Pc = 3000 pat) & �''�jq`1i.. .r J/4`ie-20_; 18-8 STAINLESS STEEL MACHINE \`��S W.1l ��i - fI.D a gv&DV 6 CODE(Non itgh velocity Hurricane Zone) SCREWS. ��\ Y o20:2 ttT&ra"c RY • ( Down sr: Q. S/t6`®.JTW/BUILDEX TAPCON ANCHORS W/ \,\C+[ S'F y.�_J ''� ... r ird :, 1/A'kGn. EMBEDMEM TO POURED - NO.4416 �,.------ •�-��-�" � .1 i�� "�>Ipc Rovlr4 ssx°a" n e`/a/200 CONCRETE.(f'c = 2899 psi) ;' * q,:gr T .EJ(PERT'SHtF7TEt2.SERVICES lI IC. oA1e 'tttirt 7LSTWC Y CM(k#CSRI>t0 CO�IPhNY q' STATE OF !/ c�' ° •'m ••m vc�..�rA ssrs Xac�w wruivDR! oasvt / ' r �(. ,J. ,Cj Ra+u 61C U�+twRYSfS3p?r-arSt.UjOL. ' ZDRAWING W Ea49ED0-064 M�M IS BEYOND ANY FLOOR CEIUNO FIN�FI x V y tA-ococtfe hI*NA tocW z a azc vwc Tr.lssra.ae�o F D R 117 we. A a� '•,�i�Fd+S�....,,� ;�.�.:E:sEnL/53ctutuAsl0A7[;.. � -�i•',ea' a,,a... �.r. ... � sxc�x•23 arF6 enuntmlr , SCHEDULE is SCHEDULE 2a, FLOOR TO CEILING(TRAPPED)MOUNTING:. WALL MOUNTING MAX_SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN. pm. SPAN(F `FOR END AND INTERIOR MULLIONS FOR A GIVEN A'S D A,S.D.DESIGN PRESSURE RATING(ps.f.) &.A M13X;MCt(1jpN 'DESIGN PRESSURE RATING(P.S.F.) & A MAX MULLION SPACING(FT)'.* SPACING(ft)' MAXIMUM MULLION.SPAN(T?). .. _ MAXIMUM MULLION SPAN(FT) it t'.Av,'VAxa Y G 4'x8'x1/4"MULLION G1 4"x8"x1l4"MULLION' rem muuJo11 (� O Ir?;49[!'x1/4'THICK(318'FLAIIGEjR4UW�d i @ 4'kE II/4"MULLION G1 4-x8"x1/4"MULLION �C2}4A7'zi1CTk% SPACM pw5sm ULLW SM"m 1 "�1fs`1MUtUaPt ORIENTATION#1 W ORIENTATION 2. ORIENTATION#1 ORTE4TATIM#2 O lj+?tf3'iloN#1 ORIENTATIOv. -�1;#_ ` .OEI0MTA1tQN,V.,' t ORIENTATION 02( ORIENTATION#1 tjtj ORIENTATION a2 Q :OR1ENtATMN END` INTERIOR END I It47ERIOR. END INTERIOR ENO IYI7F'mn END END' ICI ubm ° m IN qWR - END INTERIOR END I TMOR END INTERIOR END ,MOM . .......a.....-..,. .,e'-8. 7-3' 12'-0" B'-4' 10'-7' 6'-0' iY-6" _9'_6 -.0 7 8 12 b 36A, .,_.3ff O 7 10 D-B' Y-S tY-0 B'-a' 70'-7 6'-0' 1Yr8 6 72'-0' mJ0.0 _.20 d. 7-4' 9 3"._ 6'-9` 11 5 ....,B'-e 1040',... Y-7` 12-0' ...__-'8_>>�_.__.- 6 77 1 _A..... 3S-0 - 10--0 7 4 B" 3w 6-9' 115- �.9-8'. 10'-Q' ..T 7 12-8 5-Yt 1T 6. .. .'9- _-. ...?'_3._ ...fa'-4'_ ..__..,.„;B 5___-_ 6.C .1S-s- 40A 2tl O 6 .t0 .17 Tu" 6'_y- .to'-.I I" B 1. . .. B 7 Y-3�_.. 12'_6 6-H.' t2 9. _ ..-......y.... _ f0'_fi• .T-9" .__D�-3' 6'-11'.,12',-8,' 7-11' 8 2 7T�-8� .46A 20'-0" 6`-6' 8'-c e'-6' 70'-e'_ T_6'._ ..B_J'.... .8'-11'- 12'-6 .e Y 12 Y ,9-11' , 7_-4' 6�_11._.__.8'-7' 12,El�, -7' 4' S 11- 12-8 .Q. '6.-D 6-2 j EY 2. fi_0' 10 2 ...TaI-4' �e it 9-3 i2,�e 5-11 12 _..... Fl 7. .•_BtSA 20-0 5 ii',,;.._.T_71'_ 5-9 B-0' ,_._..e'-e' 8'-7 6'-3 1Z'--i`' .:». 6 B' 8 7 12°-6 _ ��p 0'0- SIt 7�71' 5 B•' 8�70•... 7-O 8-7 .....4'-10'.... 12'-4 57• i2 b:. , 19 5. 5'-9' 7 9 5-6 8-a, _...6'-4' B'-e ..6_-2" IY-Q` 6_4_ 3 6 b', ::.E6.678-8 :B-9Y S 5-B• .. 978 6 10 .....9:-6"_4:-8.. ..fY-o SwS 05.0 -18 4 5 9 7'-9' ._5 4- 6 4._ 6 4 -6'-4 6'-2 71 TO` $-4- S B__� Y2-B', eD 18'-i ' $`-9 7-9,,_._ 5-4- 8 7 6 10 8 5- 4 fr 7t'-IG' - B-B 6-2 8 3, : 8 2 6'-2 n $' O 3'_�. S 8 ..i7 q,. ?O.Q 77.-4 7--9 T 5" S'-4" 9'-6' fi 10 8-4'... 4'-6' i t'-8 .. Sr 5 tY-s' __.. ...._ ,..,......,_..._..._.._.ry -7SA. 18-B' 5`-B' 7-Y S 4 ..:_._8'-0• -6 3 6_0'v 8'-2 i f $1..., 5-Y 5--6' 12-5:... ,75.0 16'-6" S`-Q 7 T_ 5-4 9-5�....... 6 10 6 Y 4-8' I i'-7 5 6 7 3" :BOA.n_ A9-9' S'-9' ... T_T 5-4'._...T.-TO' 8 3 Y-10' 6'rT 71 -0" ,B•-3 .. 5-e iY-4' td.p -.13_6 3-.B Y-T .3'-4' 1 9'-4' 6'-10-8'-3" 5'-9' 7'-7' S'-4' 7'-9" ...:.6'-3'- 7-B'- 6'-2 II 5• E 3 5 fi 12 3 tlD 15 0 .. .5 9 Y7. .-5-4�-.._B�-3�". _ 61U' _ .. _._... _. _....-....... __...... _..._. _.-. 6._2. 4...B it'-5 5- B 1 QO.0 _.._4�2 5._1 D_..._ T-T _5'_5_.._-T-9' _ 6„ T-9' e'-3' /Y"S - D-4' S 7 ..12 3_, :,9Q6 ..7td'.-2' 5-TO„ T 7. 5-5"_..i9'-3•. 6 11 ...-81- . 1. _..__.. .._. S' S 10 Y 7 5'-B' 9'-3' 6 11 I 8'-3' _ 4-11 11'-5 /04O at2'-9• B'-8" 7'-9 6'-4- 1T S 0 72 3 �100.0„�, ._13 B' S'T1 YM .,,. -�.g'-3' T-O- B'-2'v g' -____.__..r�..._...... __ .._.-........,...__._., .. .__., �10TLO i2 2 fi-0" 7'-7• 5`-7' 7 9 -B'_Y Y-B 6._5, it 5' ..8,•-?�.....__.__ ..-5-9 ».. l2' 3 -.I(Yf.O- 7T 2' 6-0 T'u 5•-T... ..e'3'.. . Y-1• 110A ii Y: 6'-0'. _7-?�__. .5_e' _T 9 _ _.6'-B T-9 6'-8' ii Y 6'-B' S_1.0� .12...:3 _ �i'OD ii'`T B'�0,' T' T.. ' S'-9" .......9.3 _, 7-2' 6'-3' S'-3' 118.Q I..ti 1_ 6-1' Y_T-__..: 3 6'..._T-9' B- 4 T-9 6 T 71..SS�. 6'.-.9.: ..,.., _ 5 14 .iznz='- �.}5,9..,.. .ftt .B`:G1' 7�'. S'-B' t2QA 10'-8- e`f 7.6. S B j.......7 9, 6 YO ,, 7r-B 6 7. 11'-5' .. 6•+7sY 8 0 Y2B-3' _ _-6.2, ...7 '7.: S'_10' 9'-3' 7-.1 7 6'3. 6'-9 I I!-S' B' f`.,•t 72 j ._ _11OD...._9'-70' 8-3 __?'-Y 5-10' T-B' 7-0' Y-0 6-9'W 17'-5' ..._ T-IF' 0 7 - i2' iSD.6 : e'-16 6E - T T__ 5'-40• -9'-3' 7-4 W,6' 6'-0 Tt� 6`-1'»' -1 -3�.. t33A 9,-8 6 4 T-T .ry 5�-11' T-10r. .. 7.2 T 10'. 0 t0` f t'-S T�2' _...6 2 i1 3 }3SQ .....B 3 @ i )'-T _.5'-11" 9'-3'_ _T _6-S 6 70 i7 5' 6 .7. 72-3 .. 14R0 .__T-10' 7 3 7 fo 6-1T 11'-5'... Y-3 .M......r:: .:G 3. 12' 3 .14D.0 9-I.. 6 4•', Y 7... ..6.-01. B-3'_. 7 6 •9`S 6 (1 _11 3 0,3' IV`-a 148ID tf-ICY 6'S".y T-e' 8'-0. 7 B .7,_4' T-9 8 if_ 11'-5' _ 6'-D• 0'_�___. 7 8 8'-2'... 12. J ISDD T 7 8'-t' 7 9' T 5 Y-B Y 0 11'-5' 7-5 _ 0 4 12 3_„ 150.0 8-6' 6'-G" (T 7 7 a'-1' 9�-3-3' 7 7 6 2 7--0' f t 5 8-4`, ut2--3 185,0 7•-8 ,,,.. b 5 12 3 '_] .0 8'-.3 E B ! T 7' 6'-2• 9 3_... .._...-.. __....._._.. .....-_._. _ n. I , ..1�.0 -p'- .6-Y.: : 7'-6- 6-2•- .,.....�-B• T,_T:._ _y-9 7'-2' 111_5• -7•-7 ...d'-9' t2-O -IOO.D ,'B+-o ...6-7" 7'-0'- 6'-2• .. 9-3. 7_B•. "'.:a_?•. .T•�2 If'-5 B'=6' Y2'.. `MAXIMUM MUL,16N SPACW&St4ALL BE SUCH THAT MAX..ALLOWABLE,SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SKALL NOT BE EXCEEDED, t MULLION ORIENTATION IS AS SEEN FROM T14E 0UUIDE(EXTERIOR}OP PROvUCT. -FEND MULLION ..... JNTERIOR I MUWON ��cWiltlitV[WIWNIyY2 .. %�. � Y4�'+t� .f.�. y" �i �. FLQ0S7A:01)ILAO{C COD".(Non HpIi 4e4aci(y'iivrrica06 ZSno) . c.O2g 7KTEC0 INC. Br: N� MULLION SPACING"S" tdb.406 '.�..�1 Radti7 sYnttorSysrerYY DE�6r26=U x cNc TRtre rEsn tD wFER1Nc COMPANY EXPERT SHUTTER SERVICES INC. srr- •o - j' ma t mrw r o m ..- sort s W PAvrwou wt-,v... t ,o, 2O 0&4 1`ORT ST lOC.E.Ft-1a611a tprAtY(fj6 Nc meGA-0009719 am _ o m u tcaeY:.s sir,ru trn nt eslu N o t<�t ii,siE a K sRcc xs Dt sa �'!Y; s/OfJ AG_ `��`r.EaE/s cxasutl�/TZATE a } t J `SCHEDULE 1b SCIRF&I E.2f EL20R TO CEILING eT WEED1 t4(2UNnNG MAX SPAN I111 FOR END AND INTERIOR MULLIONS FOR A'^IVEN WALL MOUNTING MAX SPAN(FT,FOR ENDAND INTERIOR MULLIONS FORA GIVEN M4 D AS.D.DESIGN PRESSURE PJI"114G(P.e.f,i&A 12'-W MAX MULLION SPACING(n)• DE$iGN PRESSURE RATING IRS FA,S A 17-4r MAX MULLION SPACING IF?]' MAXIMUM MULLION SPAN(FT) MAX MUM MULLION SPAN(FT) +, WX G 4*za"5ti14`MULkK'{N G1 4"z8"xil4"MULLION @ d x)'xf{4•THICK(318•FLANGE)MULLION ASA omm vc3m fia" OGG 4WX1I4^MULLION, -,1 4"z8"z1/4°MULLION �{ 4'x7'xlW THICK 'acAam.NNW M .. -'(�3"FLANGE)MU (n ) DR.7rsA att/7 ORENTA1ll:T, a T aRMATION 1 oRENTAnoN 02 MEWAMH 1 2n:A-N 2 0) J N` OfwEWAWN 1 ORIEWA71ON a ) Lva uruwN 1 ORE7rAIVOR, OMENTATEN/2 fRR81' YiiQFrnp' E:O .WEERIV4 m IN WR END NTE7taR ENH LND DJTEA[OR LND INTE110R END }NRTBaR .Etta tN,EWOR END NTEMaR .END' iN,ERfOIl iD'_T 12,-8. i2'-6'.._ 11;-3".._. .12;_6.•...... J0.B t2'-0•.. _.B:y9 11-8_. 9 B _,J. -"...:�2;-&• 12'-8' 10 i 8 11'-3 12_8• 31A. 1Y 0 1tr ]' 1o'-1i' 9' 2'... i B" i7-1C 17-71• 70'-0' 12•-e' ,Y'8"-__....._..j0'-4• 12'-6' %0 13;-!}' 0 2 1D-11' 9-2• ).,`-d. t2.�.!('. ,1 ii _,0'-0' ..,12-E tQ_�.+{• t2'-e'_._. _- _,_iaA_-. -8 11 4' „_-9'-6' 12 8 1L 10 4'-T ,.,,12'.-8' 4ao 1Y-a't• 8. 9 70-5' C 9 tY-B 11 6 1Y-4' 9 K tx 8 8'-T- 12'-6• w... .... .__.._.._... „IO,,, 1" H'-O' 12' e' 169 i 4' W-4' W-1' -B 4 -1}' `B_1'-N"�12 $' Q'=0'�-]2'-fi•_ D6A ,2'-O' .E_tt', 9„8. e 1 72-7 iD-s 10 7• 8'9' 17 S' -10 Y .... 8'-8' f2'-6' S0.0 1$-0'_, R i;_.9'-8' 8 1 T2 D IO'-4' 10•-7• B 9• 12-e'`- L&b 67-rS• 8-4 9 $ r 1a 11 $ 7 9D' 10 3 8'-8• ,2 a l0 1 __ 8'-i•„ „72'-8• SSA 12'-0`_ 7 to 9 5 7-IO• 11"-8 9 l 10'-S' 8'-8• 12-d �8'-•'i f7-6• ..._....._ ,,.. __ ....... - ,M 0 8 9 11' 8'-9' 72-5',„ H 7 r-9' i2•-G' ett 4a O' 7't' 9'-2• T.8• ,4`_-c 9 6 H' 11 6-3'�..72 d ) H 12 8• �,-4 }1...,_.m.. _......._...- ......�.......__. ...-,__.--__.- »..».............. ........_...�..,. --. .,.w ,.... .......____.. ».tYa 1Y p• J"•.p' S' ,} Y It -7• 9'-0' e'-0' 1Zt-4` 4 r ...._. Y-5' i2�8•_ ........O6a, t7-,C i 22 fi 11' Y 2• it`.-0' fl 4•.�... H B V. '12 6T S f2•_e• _... :'70.A 1'rv0 Y 4 d-8 8 t1 ? 10 9. 8-9" 9'-5• r-f0• 12 0 0 II 7'-2' 12'-6' lab f2-O• _,._ ' 6-5• ._.._8 Ii' _t0'-9' R-9 7-5• r-10'• 13 G ,2 D 7 i_ d„6 d C ),..10 d, 8'-G" 9'-3' r-e' ,72-6,, 9„rY _,6'-11' 12'-6' 75.0 iT-J'_ 8'-8 8'-e ....,9 2'.. _.r_5•._. .1� ...�_�. 12._6. OS.a 12'01i 6-�. . __.�.. „„„ 7 11 .. 8'-10' 7•-2• 12 B.._..w ..Q 1 8'.8•_ 17-6-, OSA i2'-D" 8 3 8 2 8 3 10'-t 7' f1• B'-10• r-2- "i2 a• "a• o ,17=a G10 12-0 8 8 lY-0 15• i Y x 7-t' B-e' 7'-0• 12 9 f 0 _ 8'-4 !2,6,.. .,.(OA 17-0' 8 } 8'-0- 0• 1 !'-t, 7'-e' 8'-8• r-0•` -12 5 8-4' _.5-10• 12._L.___ .7 5.._»_. V-2 .IT',6•- _ 93A }2•-0':.. S 4, r-10' .. 9' 11 B-II' T 4. B e ...1 H f7-0• 8 2... 0 0 S O• ,6 3, r-0 ..8-3' 6'-S' L It P Y-ti" .... 6 0 12 0' ...iota !7_d', 6'..9 7'-8' S• 9 6 T, Y A ...e'-R--' 9•-8• _...t7 9 _,9 O /OS.O t�'-v7' .8t-0'. )-7'" 5-8" 7=t 8'-6' r-t0• 6'-8' 11•-ti G'-8' b'-f0' 12'-4' , 12'-O' S'-8• r-7' R'-8' 9'-4• /'-1• 5'-3' t 4t•-d' S'-10' Y-4' SCNEOULE tRT {t}M(TEC3 LOACi,P[UlLf6 1$f PGIAtG 8 SPAN INSTALLATION' SCHEDULE 2b' tlt(FffED LOAD,MULLION SPACING 8 SPAN}PISTAUATIONI FLOOR TLT CECI.ING tTRAPF•EDi R{OiJNT£D '6..A7C.SPAN f 44 FGR END 81NTERIOR MULLIONS r'OR A WALL MOUNTED MAX.SPAN tti,FOR END&INTERIOR MUL NS FOR A GFVEN Q1VKN AS.O.DESIGN PRESSURP to s.t:ANO FOR 12'-W 1CASE li&8'-0°(CASES la&III MAX MULLION A.S D DESIGN PRESSURE RATNG(c it BAND FOR 12'-0°5Ch E if 8 S'-(r ICASE II`MAX S R I o. .. tdULL10N&PACING MAXIMUM MULLION SPAN (Fr) a MAXIMUM MULLION SPAN (1T) WOL (G)rex1N'THr.K (G1}4'x8•x114'THICK G3^)'INTHICK A= wxLJ" fG'}4'i6•xIA'TWCK G1 4•x8k84'THia'i�• G3;7x7-014'THICK foxes ai t 6 MULLION MULLION. 1$RM�t MULLION R1PURo1 oES1ON WALM k ifiU�d MULLION ;$a"F gr4 MULLION nwsm 61stCt9oRAM }, n¢a F 1 p�aat Alot 116 mRa ut f za alnl j rr F ° se i!I ,1 t nRtva�t s ,ml p w FiixD f1xwroN �)t .41it tmi ! (fit Ot (4t (9)t L ' Ergo w�rJ (R>' €fit tg)i t�#. fit B)t f=3t (0)1 END I IN,ERIDR F:t$t PMZRIOR INTS11OR END Is,`1C+ ;O MULLION DYD MiEbm Do 'tMEM&A arIER81ri .END RrtERiOR 12-s' t2-q", 1z-8' ,x t1_ - 17•-0_ z-_.2:4U 72-0• � iz 8' ls„11• 12'-6• ---� ,t-6•� �a- iC.a i0A i7-o. 12 6- 11-8 11i1 Ti -_ 1} a Ix,O ii-0" �?0„ t2'-D ---._... t2-s• 1tY ,t' td- _ J� ,:. _..+ 0 }r,�LS' ia•-lt• fG' ,`�. T2-G•... it,-0_` om 1 _. „ 11'-6 rmt 1" yO,O 2-0' ' 12 1 1C-4 10 7 12'-6' ti-O _ i fZ.-O- Ifs-i .__._ INTERIOR Iwo )?-0 fi d a tp ,A s ,i 6 it a MUU10r4 ,x O it a 9 to fH s -1x 6 n a 12 a i,'-+' D H iiz 6 i1 a wti t2 o ar-4 a 5 r rr ,2 e 0 __._ _.. _ti...-. - :IDA IV-3.. Q,-4, a,:i• 2,-R• ... }t_0-.. i, .--s:(I OaE i2-O• _ „•-3•. o-t.-#' a'-rt• ,z-8- _ 11._0. ,`.:' ", "J[t0 8-0' 4 0" 9-0„. -9•-SY 0-O e' O_ 72 6` 9 t7 6 12'-e• - ti O ._ i4SaaA 5 a . . 1 1Y 8 1 122'--86•_._.._ - it->0 •� 1 _'S dn 9e:-0-0 12 MULLION SPACINGDSa GSY 12 _ •. r}-a -_apA. g-p -, 9,-1?' S'-0' H• 0 »4 0 Oao S o 12 6 12 8 r2. 1 12'-6'--�- f 1-1Y b0.o .d"^o• 12 t 12 8. _.11 8 12'-8'� t i-tY µ 0b0 ",d 0 :9 U" 9 D', 9-0 H o B-0' iao R-0 'MAXIMUM MULLION SPACING SHALL BE SUCH b b -e o g 9-o__ 9-0 9-a H_a _,1 ri' 1r-4 1 '-o• - u'-a 'THAT MAX.ALLOWABLE SLAT SPANFCRTHAT - &� - 3oA f1�D• _ 9 c;.„ 9;�a- e'-o o•-O• - 9•-a• DESIGNLOA€1SHA.LL:NOTBE EXCEEDED. 36 TOA o o 9 o' 9-0: R1-0� 9'-a•". 9'-0'_. a 9-0 9- 9-o` 9-i? 4'-a H-a 9-0' . ea.a !s-0 - 9 �` sus' s-o H-o R'-D t r+tULLtf}N ORI£hiTATKIN IS AS SEEM FRO?A?HE' ffi.D .e a - G-o, H-o` H't s-o D-o•_. 410 a'-a v D H'2f:......W.R._.. s-o ...- tr-a�,..` OUtSiDE.(EXTERIOR)OFPRODUCT. ., 6 a t._...:d..- B ei..... aaa e t r.. ®� .. 9'-a ` I 0 a WO_.. T-0 _ _ - d�0� -1Y'�_ s-p' s D'..- .----' g'-p•- WEE � '�P(f i f(U(t�ir s�600 r-c FLORIDA SUDING CODE on H h V6[..ity H rrkatte Zorn )o a '- p(}A e r78.0 4_G,_ - 9-�.., 9-D•y,-Y 0 9' 0' - 9 0'.... `�i•t ,!!!i i01020 WE=f14 • DRAWN Bn Oat 8-0 9 0 9 a .tf'.H 9-0' - 8-0' �� 4• rao s o - w .y�4, C,ElV�F ' i - -._.w, M.P. Y s-a` a a' T-9 9-O' 9 w' g 1�/►/� t. �t$liffer Srstea7t Oc/a/zozs ...16.a »fY.'0•. 9 (f 7-i} r 4 9-D" 9 0.• .. PLO.44167 .. f�"�.�.R.n„`,--�-"�` � ! R'r C 60 1 PLC, �(aE DATE ,,�"' }fear iEsr,tara a ENctNE2RfaO ca}rrAr+,' EXPERT SE1lITtfiIR $ERTiICEs INC. Y , 9._p,._.___.___ s,-0•:_ 'I!C * � nva Nst xm xt..nT vn.at rtja+s.ln U+av aS8 S.W,kfNd610{tE'DpYE 'NOTE:t7SE9'•6'iF ANCHOR CONSISTS OFNILTI,INC HU&H SCREW OR POWER FASTENERS, �L+�+ eaut-fen w.�nu.,rvi•uf 20-O6d SORT ST 14M n.U194 o'• STATE OF C- > r anxoucd« rwu-weY*o-aae,rxc rr .r�acw DR INO Na 41rc'"DGE•SQLT ANCHOR.SEE SCHEOIILESt&20N SHEET taA.. kr / 0A-W06719 WL,ER A.TJAR Jr,f,E:. aK.4 %0�:•,��AiO?". �C'�,QJ.E,SFN.(SIGMTURE/DATE F A.t}rI1cA ru.A 4416r m�+n,. 591:Er zs Dry rlrtarHtlii�I�isl�ttf`t� SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(f)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX_SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN.A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.) $ A 7-Cr MAX,MULLION DESIGN PRESSURE RATING(P.S.F.) & AND 7'-0"MAX MULLION SPACiNG SPACING(ft)* (FT) MAXIMUM MULLION SPAN(P) MAXIMUM MULLION SPAN(F7) raAx. wx. Casxy OG 4k6"xi/4"MULLION G1 45cf)"xt?4"MULLION G? 4'r7kt/4°THICK(318-FLAME)MAULIAM t mkugm Q4*x6"xtl4"MULLION Gi N'x6"xt/4"MULLI Ft R prdsm Mum ON A rxl/4'T FATWO S+kt76 S2 MALL+. p '•) � 1 KA 0RH'N7A170N 7 (�I C�EN7ATi0N 2( ) MEWAMk! 1 (4t #ORIEWAN14 2(:) OfEiEMATIDN dt CRic'7rutrnt7!/2 Q1 aH1mnrtou it � O EWWAVOrl 2(D)t ORIENTATION '1 (fit ORIENTArWN#2( )t OPdMAt704 2(} EtlD INfEldOR ENO 97tER76R DD LNrudw END MittNZA, END END &T ti-OR END !NTMOR .:ND I lM,?IOR END WTERIDR D40 2JEF.'DR Em olraw i t2'-6 ,. 12'-fi ._ id--t' ___ 12'-6" 12'-G t2'-8 Y-tY 12_B" 12�-8^ 12'-8' 12'-6" 1Y-fs' 12'_E' 35A Y.0• 12'-8' tY-B'..,,•, 12'-6' 12 5 IZ-6' IZ'-6' 12.-8 i2'-C', 12 d' 12 5" ,in-6 Y r' f2'-6' t2 b" 12'-fi'. " F2 8 12 8_ _71'-6'-_i2'-e'� t2'-b,' 12�6r'• 40A 7.-0:.__12�--6. II.B..,.... .12' 6' •2•_8•....12-6_._ 12'-B < 6 i2.,..4:. t2 6 .. _..,». 12 D 12 fi"•_ ,,,.. 1...,t-{} IT 6' 1Y-8' iZ'-6'�._..�12'-6' 12G 12'-6'- 12_6•_.. tY-6'..-.1T-8' ...1 ' 4dA 7'-0 ...12'-'B•..._.12-0• 1T--B'_ 72'-e' 12'-B' .12•-6.. ..12:8 i8'.-0`,._ 12'-8 12 6 _.72-6'.... 7--a. _12W'6 1.2�-g-_. .12..,^'-B._..-12•^8�...... 12'-6__ 12'-8_....12 6 12-5 IT-6' _50.0_ 7'-O' ,iT'-e' it'-T ,12 6' fY-6� 12'-8' 12'-e' f2'-6 19-E' i2'-6 �� 12 G 12 6'_ ,.ylyp Y-9 12'-A' I1'-7` 12'-S' 12'-6• � t2'-8' - i 7-0 77-3' 12 6" 12'-0' 12'-6' IZ'-3' 72.'-B r2.-B' 12'-8" f2'-6• _.._....._ _ _ _.... 800 T-0' 12'-5' 10'-it" t2'-6' t2'-6" t2'-6' 11'-n 12'-6 12'-6' 12'-6 7Y-G" t2 GJCr• 12_8'- t0_-tY •iZ_,6', 17-6' 12'-6 •1 11 12 fi` 12'-6 72'-b' 12 6` 66.6 -)'-O' !Y-6' 16•d' 72-1' t2-B' i2'-6' 11'-7 /2'-8 12'-6' 2 B _r2 6'_„ _�S,O. T-0' 12'-6' ;O'-_8' 72 1' 12'-6' 12 G' tl'-7• rz`-e` f2'-n t'''9' t2 %` 7O4 7-O" t - •• _ 2' 8 16'-5' t .., is 8" T2. 6 1.... t 2'-6 2 S ,� 6• ..._.1 -G{ 1> 6 •, D,,w-5` N 6' t2-6' f 2-8 17=3' 12'„8• 72 B tY-1' 70'-2'. 10 ti ..,12 G' t2.-5' 1�-0 ti II 12 8 t2'-6 t 6 72 8 .,. r-D' - .... _ .� -- _ ... __. _ ...__ _.. __a........,..._ .._. _ i2'7 c 2 t0'- 72 s 12' i r_: -. ..�..•4_.. i_._ ._ i t,.. �5 .�i,,9 - i t-I112-b t2'.'S t2 @ 7Y 6' W tt'-t1' IY•-F1' ,,mk. r-19 BB.0 7'7D it'-0',_ B'-9' 10 2' 72'-1' 42'-6" 10'-7' 1f'-0' 12-d' t2 6' fl'-4` 13'-6'" .QkO,_„-7'_0_ 1}-0' 9'-S' r0'-2' 12'-t' 12'-8' IJ'-T 11'-0' 12'-6' fqA T-0' 4'-T 9'-t0' iT-90' /i.'-5' 10'-.i ?D'-8' 12'-{E' 12'-2' 16 iC' 12'--$' T-D t0' 9'-t0' I1'-10' /2'-5' 10' BS.0... T-O' tD'-2'_-_9'-5` 9'-6'_•__.1I'=I' •t'-tt' t0'-2' 10'-4' t -8' tl`-9' f0 5 i2'-! •�. �T_0' 10'-2' g 0 ._B„�-8' 11'-)' ;1'-ii' 1fi-2' l0' 4 12-6 18'-5' I t 100A ,7v-0'^ B'-10' 9'-3' 9'-3" 11 5. 7f,-5' f0'-0' 1D'-Y ' T-0 __B...!��...9.y,Y_,„..9'-3_y 1t'-5' it'-5` 1_0'-0' 1 t03A T-0' 9'-6' 9'-Y 9'-•i' it S. ...�? 2'._.. 9-10� S'-10 t8'-b- 11 f' 0 8 ..?2 6".,. _j�,Q. T`0 Q.-6'.... ._B_'-1`.. .9'-1' it•-3'......tt•-2'�~ ..._S'-iD -8 D-J,f` )2 .g•. 110A ..{l._ 1C?-9' 9'-5' 12`-S` A.ff(O. .,,...TIC 8..-,;3;.__...8._-i i' ,.B'.-to'_ jv-1.... 10 io 0. B 9:w 7 12'__© B'-3� 12-4. .. _1iSA 7'-O' 9•-D' 8'-10' A'-7`• _i6'-11 10'-7' 9'.�Y�,. 8'-5" l7"-6' 10'-5 S'-i' 77•-C:.__ �f, ,t),,.,,_7'�O. ._9'-0 9'-70' B'-7'.._..10'-'1` 70 )•_�S'-7, -_B'-b :2'-6' ¢'-1' 12 8'� t2D0 �'-0'. d'-9'-� 6 We'� L t, 1D'-9- f0'-3" -m 9' - S'-3' 12'-G-. 10`3 .__ _......o IQ* i$ G..._ _t70A,_ 7'-•D !S' B_ ii•-F" A'-5 ID' 9 t0'-.3` _..5. 7 10 0 9'-4' ,..,.9_I v__12_-fi_ 4'-1•' t9''"1 12-b` .._t29.6..- -7`v 12'-6' 13DA 0' _ ...9rv-9. S'-2' A'-i t' 72'-8• B'-9' 6'--5 �Z-i'� �,T,p__ _,7•-6 8`-•i 8 5' E'_9' 10-6' _ 9' D 9_'-71 6-5' i _f350 b' W-:', _-0,.• 7 •J' 10' 4 9'-T B'-i' t3'-9' 12'-6•._ 9:-$' d 2. 12•-8' T"-a R'-•Y B'-_4' T-9' 16'-4' S'-T :9 i 0 9 t -H" /bDA 0' 8'-0' b' S.,,..._7. . ...10 i 9'-4' .9'.-D' A'-7' 12..:8.... _ S'»a. .....M ._Dt D td'b` .1t;11�.....:7,"D..- tS...'4Y " _ 10'•-3"� 9 11 9 CS' C7;7 f3's-6. B'-0" _ 12'_G•.�. .,.__. ..�__._...,.. _.._.__. ...„. „•f46.0 T-D 9-A 9'-2`, .....R'_10" 8'�8__ 12'-6. .. 9`-`M__:,.._.. Y T0. _12.8'._ fd6.¢_ �-�� TYi0. BT_'2.,. )�Si 0' 1� 0 ^ •B 7`YB?-G lY-G' 7'-10"" 12'-6• 1FA0 _._.'0.. 7`: d.t.. .. 7 4 .9,_5. 9' 0 _8'-9 _A <..._ iY.�...8 .__.._8�:..71_. ..... ...7 8' ?2 8' .1(qR.. ?... _ '4 ,.b•'�__ 7 4._.. t0-0'._ B D'...." 6 a D'-d 2-6• `7�,8.__-12:'6: iFiA0 -8` 5 D' ._Y 2W B'-2'_ 9'-tD 6T8,._ .P-3_.. 12-5` ..-.,.__8_'``_____...._ _7 d t2 6"_ iffSO _,YwQ:_.__T8• 6��Q;_ ).._2'__ 9'-10' 6 Kk'_ 8 B 6-3 1 8 7_gr___12-6•.. tdOA� -'_0• 7•_L•" ),-IT• .'-O' W-10' 0'-B' e'-7' 1 8'-4' i2'-2' 81-b' Y-5' I2-d' 1 O T-++' 7-t1• 7•_D• g_g• g-g• _d-"+^ 0'--. v2.-2 Y-B' 12'-0' *MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX, ALLOWABLE SLAT'SPAN FOR THATA•S.D.DESIGN PRESSI IRE'RATINI;"Li.NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE:OUTSIDE(E(TERIOR}OF PRODUCT. j,.. -•-LtJD MIP,..LIOPd U iNTERIDR 11ir - ,-a^• .t 114 �, f FLEAZA RUADING 030C (Nan f3MiIm Wfoeity Hurricane Zone) Na � _..5•--( �•`'l'Z-Tt -. � '. c•:a2D TB]Lq rNq + lus MULLION SPACING:"S" -� `� ��\ Rolung mWiez-w- gb/g/zaza IItS 41957 Q E� INC. \ GAtE *., +g mul 7tw .M ENUlmxBiNc COMPANY EXPERT SHUTTER SERVICES INC. f -Sri zln gt a+a__iwc,n at.ee d6C 4.W.WHtTMtF6 Drn4C a.t+ i's`tn w.fa:nx7eT1-Iut 20-064 Z•t'i'. .MTG Q� W!�co0aB nc•n pDAT St.L1lCK';FL 3A9@4 DRAWIMG No ( f� to woo 19 �G(foD1 x�Y-lRti,ru•.{2*Wt-:ffwn /�rG�'n'r'•R�CY ICI i� '�1if'C "mu,4:VL'N',b.P.E. m..0 %� C '-•:.U.......• \,�� .E.'SCAI./Itw'uTUAE,r'[E-TE Tzt Gc ire:p eslg) w.>-w sfim 26 ar Z6 I�rr`l+!rtI i tiilkti�lile��