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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS BGISYlome 'Log in User,Registration 'i liot,Tvp ics [ SubmliS+erdw.ge StaEs Facts Publirati0115 Cbit(actU5 I` BCIS site'Map} Links Search I Frodaat Approval 1 sea Pub!!e'i�s�r ; i3tt t1(ji3rbVa1 Manu> +;CdrCR b1'AaptiCat(AiY-5@arrh>' itrat7on last>Application-Dottlii-- RECEIVED ag ` FL 4 FL12246 R5 Revl AUG 2021 Appllcatloo Type AppClttion Stakus'- Approve ST. Lucie County, Permitting Gamments:: � p �®f''�1 lar�llyed �'"qpv Product Manufacturer Expert Shutter.Services,ric REVIEWED FOR Address%Phone/Email' 1626 SW BiltmoCe,ST_.., PartSt;°Lucre,F >34984 Ext 06 CODE COMPLIANCE {77.?j 871 1415" - STa k @ •cahexpert@ao1,"cnm, � CIE COUNTY iy %Authorized Signature Michael Heisenberg p�024 OCC Techl7icaf Represeiitative,: Michael Heissenberg: Address/P..hone/Eniaii` =1626 W Biitnld st Port 5t L6cle,'FL•;34984 (472)871191 - Ext ios CailExpert@ablxom Quailty Assurance Representative Michael Heissenberg Address(Fhone/Email 1626 SW BSlmare,St, ; . 0,6'rt St-Lucie,:Ft i.4184 (772)871 1915` Ext 1106 CallExpert aol cam Category s Shutters Subcategory°, Wkup. Contpliance McEhq l Evaluation-Reporf from a.Florida Etegistered Architid or a Licensed Florida Professional Engineer Evaluatwn Report:-'Mardcopy;Received Fklnda Engineer ar.-grchitect Name Who developed the yJalter.A.THU. ar.;RE.. 1_veivatir`rn Report,: Honda License: PE-44167 Quality Assuuw. Entity, National Accreciltation-antl Management Institute Quailty Assurance;Contraek'Eilpirat(on Date iZ/31/2021, ;k arldated By„ : „ John:4V,l:nezevich,PE 'Validation,Checklist,=Hardcopy Received Certificate)of Indepehdence FL12246 RS COI-C I Drwo 20=068:R �'R4 rented of5 5tanda"rd andYear( tandardj. S v tandard.. Year ASTM.E=1995 2012: TAS'201' 1394' TAS 202 1994 TAS,;203 i994 Equi ofvalence Pradutt 5taridards s' Certlfiedi3y.. Sections from4i Code= Product-Approva m6thod` Method,-1 Option,D, Date Suiamitted; `OS/U4J202U Cjate Ua{iilated'>.. 08419j2020., Date'Peni3ng FB�Appravai�. OB/1;9%202t): Date Appr'aved F10/13J202D ; Suair a"" of'Products.:. FL# _. Model,Numtier or NaM Description , 12246,1 Nautiltis Ballingiutter.'System._-. Extrii8eii aiuminum"'Nautilus'tto1iing Shutter 5y$teiri- - Urnits of Use Instailation Instructions, Approved foir ose to IiVHZ No.. PLIZ246,' S 11 Exgdr Sfigtter PEDM) g 20:064;p f .... ,,approved for,use outside i4v i1Z:'Yes' Verified 8p;Walter 7_TIHit]r. RE,PE.44167 Am,pAct Reststant Yes,. Ceeafed'by.Independenf;Thfrd Party:Yes Oesrgn Pressure +160/-16Q Eviw'4tion Reports. Other state f9issCie Level 'D'wtr d zones i',Z;3 and G;"(besic FL1Z246', AE Expert"shutter°PER Drvrg 20-0b4:pdf ;protection on) Pressure retie p.`.. "yi , g --t30, 30 �s f at 20.0-span- Created by 3ndeperidertt Thard`Partq:yes" wail mqunted and 1b0,-1b0{ ps,f at SA'span(wail ltlou�tecl)with"11Z siip.;See sheets 15,10 4nd 28'fot ` atlditiona(presstar',es"and>spans . 4 a tam - _ L 32y99 Phonet�85i1=#"Fi7-1824 7E a State af_fibdda......a yer Csagysj ha t zoos-�S}ix s�yj�of Flanda pr v wy§iatempnt:;Acc �i t .statensent.:.j,�(ind.statrment Under M46 taw eidail addresses are pubiic'records if you do net m Wontyour e9inad"agdtess releose9'in response i'o a ptf6ftt�rerard5 regilest do ndt send eleatehic alt to this antiry In5t•�ad coittac't th�o(flce.tl'"Mfie,or,b tradntonal trail tf.yau have aw iuestions,please contact 8515A97:1385„ pursuant;to Secilari 45S.3Y5(lj,- PMrida Statutes,effective oCtptierY 2012 Iftensees hcerised under,hapter45S,FS mUst'provlde the Aepartment with,an,emaif addtess`Ifthey Have chit.The emails. .proy3ded,may be tg".for pNldal,cammuntcaiion with the:llcensna<Hewaver email addresseaiara publie,rewrd If.ynu da riot vilsh 6o suppfy>a peisorial address"'lease." pravfde ths"bepan:+rl�aht with'an email adtlraa 'WhicFt can tie mada'avatfabta to the pablic firdeterm+ne 4 yeu lira:ticensAe�initer Chapter:sS,F.S.,°please'click-hare- " :..,Oroduet Approval Acsepta: - Safi .GENERAL NOTES: ANCHORS CHORS SAPU BE INSTALL ED FOLLOWING ALL OF THE RE CO1dMENDAMONS AND SPECIFICATIONS.OF THE ANCHOR'S MANUFACTURER: .., 1-14"LUS:ROLUNC�SHUTTER SYSTEM!W174WON.THIS PRODUCT L'VALUATI i DOCUMENT((QE.D. "HAS BEEN 0::'L4C}#ORS REQUIRED FOR STORM,'BARS CONNECTKiNS Ski BE:1Si SPECIFIED QN'ApPIJCABLE SECTIONS SHOWN ON,SHEET".9, VERIFIED FOR COYPLANCE,IN:ACCORDANCE WITH THE 2020(7th EDITION'OF THE FLORIDA UlUMNG`CODE. .-3/8 OYt_1(4 CAUL-INS MANUFACTURED BY MALT. INC. 'NAUTLUS'ROLLING STRUTTER SYSTEM SHALL.NOT BE INS11MLED AT HIGH YEL4GrtY HU WME ZONES'(MlAtdl-DARE 7/4'04/4 SOLID-SET LEINUFACTURED BY-ALL.PORR.INC. /BROVRD COUNTIES): 3/8'1 KWIX.BOLT TZ MAANUFACTIRED SY'HILT.INC. _.....„ DESIGN•LVIdi7:LOADS SNAt1 rTE DEtlO?lN3NED AS FE.Rt'S[CTT0N.1809 OF THE,ABbYE MENTIONED CEDE,; -5/16`0 TARN MANUFACTURED Bi'PW WLDE%:INC FOR�A:BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE TitESC SHUrfm.WHICH BE,.rHkm= MINeNUM..EDGE:OTSTAt 6t AND SPACING FOR ABOVE MENROr m ANCHORS:-SHALL BE AS.INDICATED,BELOW OR AT ABOVE MENTIONED SHEET. F'tiR A tHfMCTiONALRYfACTOR Kd O:B$:USING ASCE 7-16 FOR INSTALIATEONS UNDER 2020 F'8C _ EDGE DSTANCE'AND EMSMUENTS ARE BEYOND ANY FINISH-MATERIAL, . AND SHALL NQT EXCEED:THE MAXIMUM�(A, 0,)DESIGN PRESSURES#RATINGS MTED ON SHEETS 15 TM IS @ 20 TM 26:. EMBEDMENT IN ORDER 70'VERIFY THE ABOVE CONDMON. ULTMATE DESIGN WIND WAf)S.DETERMINEO PER ASCE 7-16 GROUT`FIEEFI OR SHALL Be FIRST REDUCED TO AS.D.•-DESIGN WIND LOADS BY MULTIPLYRHG THETA BY 0.6•;IN ORDER TO MICHOFt SPACING.* 100% EDGE,DISTANCE Or 10OX CONCRETE -CONCRETE BLOCK TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED.ON SHEETS f5 THRU IS&26 THRU'26. 3/fi of 1/4'CALK-IN 3 3/4' 4'Yr 1 1/4'(3060 pa). NOT ALLOWED, ?:IN;ORDER'TO'VETaY.TAkT':-,COLRIOHEHTS AND AFiCHORS ON:THIS P.f:.O.AS,TESTED WERE'tdOT-brER'STRESSED,: "//4 an3/4 K SOUR-SET 0 v 7/8'(300D pai) NOT ALLOYED .A 33R.IRCREASEAN ALLOWABLE STRESSFOR WIND�LOADS WAS Na USED..IN THEIR ANALYSIS. FASTENERS '3/8'0 KWTK:BOLT:T7., 9' 4." 2 t/'1'.(3000 paI) NOT ALLOWED SPACINGS:TO.WOOD HAVE.BEEtN�DETE RMINETY IN ACCORDANCE WITH.N.D.$.:201E,._ ,3 '6 TfiP(AN XL 3 3/4' 3 1/0' 2 1/4:'(2899.psi) NOT ALLOWED. . ..30,:a. ROil.WG SHUT'CER''SYSTEM'S:ADEDUACY'FOR gAPACT�AND GYCi1C'.: SCEftAA5 BEEN+tEfYfFIED•tel. .-. ... I 10:AOA, 11.. IA, 1 , 12A 3 ek,6N 6OEMECRCNS SRTALL�AS SPECITEll.:6H AFPitCRSLE 5ECTTkIS.SHGJlN GN$TIETT3:)O, 1QR. 11, T.tA r2. i2lr t3 2c�TS4.-KMK BOLT.TZ.EXPANSION ANCHOR.MANUFACTURED BY Kn. INC. =NUS-H SCREW ANCHOR MANUFACTURED BY HEM,,INC,UIOTAT6NS. - -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT.NO 3.ALL AtAlML1IAN EXTRUSKHNS SHALL DE t#83-T6 ALLOY(UNLESS OTHERWISE NOTED),SEE SHEEP.2•,. MINIdUM EDGE DISTANCEAND SPACING FOR:ABOVE MENTIONED'ANCHORS SHALL BE AS INDICATED BELOW OR AT'ABOVE MOMONED SHEET, 4.ALL SCREWS:jX CEPT END RETENTION SCREW TO BE.STAINLESS STEM 304 OR 316 SERIES WITH 50 Rd EDGE DISTANCE ANb'EA!BEDMETNTS ARE BEYOND ANY FNISH MATERIAL YIELD STRENGTH AND 90'ks;TENSILE$IRE IVOORROSiON.RESISTANT COATED CARBON STEEL AS PER ON. EMBEDMENT'0 tROU' SOOI&ALL,SD.S.ARE"•TEK SCREWS MANUFACTURED BY ITW.BUI.OEX&STALL COMPLY W/FLORION BUILDWq GROUTCONCRETE BLOCK FELLED OR COD£ �/d"m Kar�c 'SECTION 2411.3.3:4. ANCHOR'. SPACING�,:f00A EDGE DISTANCE*1007E CONCRETE CLL � EMT rt rr•_ s" a s/4'(300o psU HOT` �Auov ' 5,BOLTS TO BE ASTM A-307.GALVAMIZED OR AISr SO4.OR 316 SERIES STAINLESS STEEL WITH 36 fist MINIMUM 1/2'0 Kwilc Bi>f:r iz 22 1/2" 7 1/2' S.1/4-(3006 Ptl) NOT ALLOWED. .: YIELD STRENGTH. 3/80 OCR:!'TZ 6w 4 3�8" r(3000 PSI)): NOT ALLOWED 3/8'a Hti -.F,( Etq I. .5 2' PSI).PSi).. NOT ALLOWED 6.NAUTILUS POI.M S{UTTER SYSTEM SCARS U.S. PATENTS 16,095,225 AND:(7,409,480. 3/8'A Wb,-4:BrKT 4 1/2' 4 1/2' 2 f/1'(3005 PSI) NOT ALLOWED' 7; ANCHORS TO WALL FOR( SIDE RAIL SHALL BE AS PoL1:OYt5:. -1/2"1 M-H SIMOR T )ENT 6' 6` 3"(3000 PSI) NOT ALLOWED 5/B'P PJS-H SM CW MIX 9"T 7'1/2' 7 Ile 2 1/z•'(NOON PSI). NOT ALLOWED .. (A)TO D(STING POURED CONCRETE:MIN.3000 P&L COMPRESSIVE STRENGTH. T i.THE NNSTAI.LATmV COXBRAGTOR i5 TD-SEAL/CAULX ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/18 a,TAPCON XL ANCHORS AS MANUFACTURED-BY OW BUILDER.INC. TO PREVENT*"/RAM INTRUSION.CAULK AND SEAL PRODUCT TRACHS ALL AROUND:FULL LENGTH. <-3/B'GT ft 1 80LT 3 ANCHO AS NANUFAG7URED BY HI.Tf,LNG: e t il'..STtATE.D6=THE REWONsimuTY-up,i�E LT3tttf¢MOW TU VECSFr'THE¢0U} NPSS ;LINE MUCTURE WHI PR003OT IS`.TO DE ATTACIITB TO F `•F::t)Mdi!4RlM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURFti'eig"ANCNCaI.GEf THE PT�ODUCT"SttAC��0�3L,r EE.'ATTAG'FaktF 7C4.'C5)i�tCE�QONOREjE 6LOCtl CTd'YWiOCO FRD6�:_w).DINGS. Z1.Y/4"FOR.s'18'0 TAPCpY XL ANCHORS-&2.i/z'FOR.3/ri'P'KtviK BOLT s ANCHORS. 13�.y},IS p T s INSTAO.rT m SHALT Coup RTTti ALL BPEG 'jNOMATEET:'r�d Tku9 bAAWIN6 PLUS ARY IUkNG aAND 2tFrIRG FIEOUTATONS PROVIDED .. itO!Z. INTO STUCCO SHALL BE CONSIDERED AS P, OF THE REQUIRED.EMBEDMENT. M7HE,JulasDlc'oN.WHERE:PERMLT APPL&D;p, '`A�2)Mim"EDGE DISTANCE(E,D: INTO POURED CONCRETE si.L 8Ef F 4 FOR 5 18'0 TAPCON XL ANCHOR &.S'FOR 3/8'a.KWiK DOLT 3 ANCHORS: EDGE D15fANCF as 8EY6N0 T 14 r t'rANd MEC}'1ANISh1 AI0?',PART DP' PFPROVAL;..- • �AA0.TEfft?L^ PREPARES fTY T({@S EN'+TftiwTR 1S EEF7F.'FI1C h1HT,OOca t+YTT PFfdri1EOE ENFQt BATON FORA 5f7T;SPEGFfr`". JEGh%Le:WHERE THE STE IN CASE THAT PRECAST STONE.PRECAST CONCRETE"OTT BRICk PANELS,VENEER OR:PAVERS Be FOUND ON �C(NOMONS DEVATE FROM: TIC- -DOSING WALL OR FLOOR,..ANCHORS SHALL BE LONG ENOUGH TO REACH.THE WON.STRUCTURE E£NQ , SUCH PANF7.S. (E)CONTRACTOR(D;8&..RE'SPOINSSBLE:,FCAV TH£`SET,Elr1TOS4 £<3$CHASz A'ND,L�HSTAUJA'TtgCJ tNCLBSI*, Lr'E-SAFETY?Ds"TIS PA20DUCT, 13ASED ON THIS pzoM f�'MDED HE/SHe;DDE5�N4T TTA'�A k(cC,+M THE`CAONOSIOR BETA S ILED ON,7NE O4CUTAEM`,.'COT�k51RriOs,ON 4AP[:1`.(;(tT SrIE.15 THE. ($)70.T7st511NO GROUT FILLS CEO.CONCRETE BLOCK WALL:AST'M C-90. OONTRACTOP'S RE:PON"uTL'. 5/lb'a..TAPCON XL ANCHORS.AS MANUFACTURED BY 17W BUILDEX,INC, :. r. .. " 6 r . (ra THIS P.E.O.WI.L,ETE;�CONSIDERED..IPIIALD fiF'.ALTET'ED BY MANY MEd1NS;r - ......: - :'81) kiINIMUM.EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS WO THE GROUT FILLED CELL CONCRETE BLOCK .(d)SITE SPECIFIC,PROJECTS SHAll,:6E,PAEPAgEO BY A FLORIDA RE6NsTER£D EMG REEFS>DIT'AR.uffi t WHICH WILL BECOME:THE ENGINEER:OF ,UNIT'.SlULL BE.2 1J4". RECOtTD•,((E:O,R.1 FORTH£pRCVECJ AAD-WHO,WIu,BE•RESpoaric FOR THE'PFaOPEH USE QF TT16 P E.O:'ERdDIN. tlP RECORD:ACTING AS NO ZAREDMENT I MICCD MU BE CONSIDERED AS PART OF THE AEQVRED EMBEDMENT.. lC.:DR,EQ.°EEO F,tC01EFR 70,7rt6,P:£D ENCINEER,'SHALL,'SUBMTY:TO_TF,Ii5;:lA7TFR Tt�IE'Stt£*�P',T.' �r:DFattflNO_S FOR-tiE'n,Ele;. T3 2)Mm WM EDGE DISTANCE MD.)OF.5/18-8 TPPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE - BLOF3c SHAD.BE 4. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL �a} TtrLS TILE D.SHALL'BEAR THE.DATE AHD OR mHHAG S(;V AJ II 5 GNATURu OF THE i ROTE aTDNAL ENGTM 4d r. R.-4F4Y)fi0'TYI!{T PREP/tRtD.TT - _ R 7)W•CASE THAT PRECAST STONE;`PRECAST CONCRETE OR BRfCK.P,*d:Ei.S,VENEER OR PAVERS,BE FOUND ON, - :^. - ... THE:EXLSTTNG WALL.OR FLOOR ANCHORS.HAUL BE LONG ENOUGH TO REACH'THE MAIN STRUCTURE BEHIND, HJ6.PRODUCT WJNUFACTUREA'S.LABEL SmLL Bc LOCATED ON'A SRFABfLY VSIELE LOCC7T0N"AT PROTArOT IN ACCORDANCE`R1D1 SECTION 1709.9.3'OF '31KH PANELS. - ^. fiDAIUA'BUISIiIITG C6DE.,W)ABEL.SR+ BE,PIACED�FOR EVERY OFL.htNC.:BADEUNFr 7p'COMPLY." 17N.R.9.2 OF!11E FLORifll BUILDING CAE: '.(C)•T0 EDiSTTNO WOOD FRAME BUILDING:SPRUCE FINE-FIR-SOUTH (G-0.36),DQUGAS-FIR-SOUTH(Cm0.46)OR '. .. - SOUtHERN PINE:¢2 W/G-OAS MIN. �ASA AfrrlrFilrlElallj >p[Y(,y�y p :7T(({S7Aj DyP l=2WOtX1., I Y.* A ...FCOROA`)7UTLbING CODE:,1k60V BttjIT TTbiccit Hurricane Zane 16'S TAPCON XL ANCHORS,AS MA}NUFAMRW BY RW GUILDEX.Nc, `,�' :I t..,rR� � d'>O:a`sciEtd 9+a~ CRY lus, RAwN:'eYi ....jlj� :6[ o C:'f)UAIMUM EMBEDMENT.OF TAPCON XL ANCHORS:INTO THE WOOD FLUME UNIT'SHAFT.Be 2.1/4'PHYSICAL ` ENS -` M.P. RTADW:PQNEIRARORg, - .-. 1toLTNng"SbatfarSj; a; caAxom. ?R0 EMBEDLTETPf NN.TD.FlNISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REOU:RED EMBEDMENT: .. . 'N(j QA = IL, ENt .. - DATE. C UUYr, Na&SHNNII �, oar Ee TTEF� 'SE:RV�ES INC, c4io;ir;i um EDGE.DISTANCE(E.D.)OF YAPCON ANCHORS..INTO WOW SPILL BE',2 1/4'.EDGE DISTANCE is ,g,.:...; ,�A� s,,,� ,�,,,,,ei,1ey, .E,}w• dae�w ER A RVI 20-082 8EI"GIRD ANY FINISH MATERIAL 'ST fi ��+ .ray.L Ira a<wa� tT-'�.+H E QF ^a r N dRT 3r.LuaS4 4s i460 DRANIN we .C3) ,CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAYEfiS 8E FOUND ON y�.R` .,�.AU VWVW T](ISH =.NO WALL OR R;ANCHORS SHALT.BE LONG ENOUGH TO REACH THE A THE WN STRUCTURE MIND SIGNATURE sr�cF1:PANE15, � 'nN�f T ,n6 1riE Y aer8., 09, ql rn e 1lltttiIIllfilSTl[Itl �t �SiSriSW , gg {j � k g tll 11IT�.,; s 'S e s47� .3 ' € .. .8., t: k*#w r.1`,^.aC25c$ . Rt.. ... .. 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FLar,LLDA BU APPLICABLE TO ALIM(TED..LOAD,MULLION SPAN AND MULLION SPACING tN � 3�d �'=w` Rttmgs�afur awe/sue' - - 110 Ittc. sr{ fj 1• I�p.:T4S6T nuar.)esnHa-tt AroP+ECHiNe eorn,aY EXPERT 5NU TER S>"RVIGES'INC. TiF l y '° 'Lxc° m taow ', "1Q1 4 sw wtirtiu€nc asvc 20-064 'SOX NOT *: x. i-me8"CC+oa6n�.eom pT`5r UICiG.CL St9tf4 DAAWIN4 No (�5.(ps RAiL(R�.AND BOX NOT H cIc Tat 0.1st z rAc(7r�)mt 0isu a1 STATE. �. cA LOMr19 SHOWN FOR:'CIARITY y�.p,, Q, ty rm A n�,a�P.E �• y+e•. .�' FJ LOfl1d,, \�lt•G 5Jf1.,�5tIs.UATURE/BATE�. _.y .. .(I.o1�':R,Uc, a 67 :sHir,rtaoF-za w .�"�?+neltilttltlf�i` _ IED)GE.IF APPLICABLE 2'aU.SUC!]blt:DEPtHxt/8 Cont. _ ... .. _. ._. ..__.- .. _ .. __ ._. .... r AL4M TOM(TOP& BOTTOM)-W/ I/4'O)t3/4 RW"OUILM TQC!S4�EW5' 7 4" 1 (5�`I G C TMCONS%L W/2 t%4" 1 0 Q k0'O60'GALVANIZED.S1EE1:. ' 2 1 a { Mm EMB MENT 0 24 o,e. ER uU1•E.O: Mln EA I WASH O 24''e.e t� �,•. t E EDGE.IF APPLICABLE` ... { ( ! ...EDGE IF APPLICABLE-}. 'I CCdVT1.NU0U9, ;:.., D.{ Mtn L I .._: 1 7" COF!(�tEfE(t'c 40" -,- --4- 1 8 Lin.THICK f�0'D. i { 7 3/4"f E O: END CAP L... .. --";,„� : 2 i t E C \� POURED CONCREi� .ru 7 3/4' ' i (f,a 3 ksi:kfin.} ,;� POURED CONCRETE Min,E D. Etl E+t Fx1ERtOR � 8 Min. THICK REOD (t'c= 3-:'ksi Min.) ^+..� 4"F�CtER{OR 8 AATHICK DaEWR ' a0R Gam;. iI t}RI z' F OR, . .�+ R ® I 7 3/4'tdm E. 2.. Q/8 or i Q/8 ar 7 3/4 Win. E. R/8 or R/8 or �\ 4 x4•x3/s'(aost�rs ALLOY) 7 IOM-Ts ALLOY) si. Rr $ 7 {`;.. um:ANCaLE EA ..IQE. J Alum.ANCIF. ER. SIDE. / R'/g- EDGE:.IF APPLICABLE �z:•�t� �a�—fl'� � EDGE IF APPLICABLE ExISIM C 'Ain, ?.. ! p'(vtAll,reauNT D sHawN, +AY se . �EGTIQN X2 X2 W/(C�OR * ALTERNATIVE�E�Tt(3N X2 X2 W1(G�OFF' # a - cLASs.yi ALSO INSTALLED. TRAPPED, N n € { PER SECTION R'-R' ON SIJ&t )." �la t � n €Na a�_!.N+r�dk�t ULL10. t f i �>v Y[ �RSEtdiATi(J4 k I �gV N i Min, E,D 5 /2"xt 1 2-x0.682'xFONT. A(1.t, 41 ANGLE W/ 1/4"¢x3y4:" I'tW BUELDEk WIN,E D \;.- ° °'.sue°� TEK SCREWS 0 24"' o,c. TO TUk- -�- ftAi��NOT SHOWN 7."' CA'iEI OtTS POURED -__\ t CCtICtE`(fc=3 lad hkn.) ! 7t to g? 8 M1un:THICK REO'D. X2 —x — (rm.ro�/asRtEtq : 1 SI? _ W ! t t/2 (ttr.ioP/ammtal .3/A v ;-4"x4•x3/a'slo'-10"(E081-T6 ALLDY) Alum.AgCILE,. M'•N..,£.D.: �``• EO-rE0 ' -EA.SIDE W/(2)3/4'0 THRU BOLTS TO MULU&j, - \ e & (2) Min. BED BOLT O POURED MICWj$ IT�(} fT.4REDA BtttLDllIG COMB,(Nan tT�ph'F»Eoetty�Surncana Zane) .��,1, �.*�, s W/5"Min.EMBEDMENT'TO POURED CONCREtFv�'��i{c�S " WALL. (TYP,TOP&BOTTOM): 17: J 1��, 6.nia uaEco mc. oA.wn tlrc' eOCE lF�APPIlCAatx^f -p�• b.' IV \4'ilV,g4k, qWALL RAOUNfING .MULLIONS( OR , -erg RodlfaDATE g . POURED.CONCRETE WALL Nff �� -.. EXPER�`=SIfUiTEh" R�IICI:S1'INC. t` ---^e•C.- ncus,TtstrNa&-Cnomccronc-coMranr .. SECTION W 2. rm e,r..re.« sw:Ys.vax w«aa.n s,m - <*yy.I4`f1RfiLM TIRINe �S'j°+'�'_ an.. tt>nt sttA r Wsten-,v. :: 20 064: . Ob&-INTERIOR WALL MOUNTED MULLION INSTALLATION 7119.1 F` "°"" e�AYA ". poes7,s .erc(eoo Tm aese. n,esro L�• ,c�._"� - - Jr.�P.E. Rsfeas: cac s'+.M. wf' SCALE: t/a'= f• !r4 C(k }t)I ��4`s�EatlS[GAInTUAE/daTG; 'f��Lf�1 4067 - ,; ` t/a®x3/a'TIN.BDILDEx TEK SCREWS EDGE:If APPL.iCABLE^•\, _.. " .. .. 'EDGE:IF APPLICABLE SI 2xxMUU.taN D£ TI'Ixlja ConC' "w/ t"`0-D.x6,06D"GALVANIZED EEI q i" "i ALUM T,UHf;i{T;y�.di Y30TTOM� W/ � WASHER 0 24'ox. ——— -- �'` EDGE If APPLICABLE I 2 1/2 '/i6 A TAPCQNS Xt.Vllh�.€Za' / \' 4 1'2 Min, E.D. r� 7 t/2° Min. EA \ hifQ 'glEF4J'W Z4 Bret MIN. M .L �, a , �' w 1 7'1/2"M€nE D_ 4 .,..,..._... ! - v Ct - POURED CONCRETE { POURED CONCRETE II - 3 t/2 5 Min. THICKNESS E( �OR fc ) R RE D.6" Min THICKNESS 1 2` OR �; S PO [ CONTINUOUS EQ I Et? {. I w 7 1/2" CONCRETE(L'c .3 W Lin) I i IrfLD CAP- 7 t MID. E.D. /Z Min. E.D. 6 Min. THICKNESS 1/2 Min.E.D. ( \ I„ .....»:;-.. .. ..1_ — -=- * 45c4/f - .L. _._— i ,_4'x4'xt f4' (BOGI-TB ALLAY} ` © G 1 EDGE IF APPLIGABLE� {bus i-Ts ALI:nY1 - Y�lum. ANQ(FA SIDE.. Aium,R"C['E'tk SIDE. EDGE IF,APPLICABLE NN i I` I = ALTERNATIVE SECTION.xi XZ Wi,66'OR Gam?:.* ALTERNATIVE SECTl0N'X2-X2 W/ (* a ® e NTE, TOR AMLMJr,." JEND & INTERIOR MULLIONS)" E� Q/8 or ° ; W ORIE)yFAT(}hd _ ORIENTAT ON 1 x Q/8 or R/B or $ or;. (4"x6" at 4 x$}: (8--x ww o R/8 F I R' INTERIOR} & G'7 (END "&fs4Ait'mUM© INTERIOR WALL ( I I MOUTdIEU 6iULl!(JniS SPAN' COVERED BY SCHEDULE,2bk FOR I"+m, {W -MOUwwD-Sf3Gy((r f�,1Y: t a� txsni+ a I - BE'ALSO INSTALLED TRAPPec, 1NSTALLAhON CASE i 8c ![ ON SHEET 25 G `� I i Mt21!'fJTED PER"SECTICN R.-R'' (L1AdT1ED LF?ALS ;P UkLIpN-SPACING AND SPAN IUSTALLATTDNj; , ON SHEET A j \ Z t%2' a \[ INSTF lAT)OP! 2x RESIDENTIAL AND,COMMERCIAL y (APPLICATIONS WITH Mn. E--D .^ T "` I: 1/2 rsi 1�2 xFJf78[.xCONT PLLfM., 1/2" _ „ {ALE W% tf4°v 3/}' !Vi MAXIMUM A.S.D. DESIGN PRESSURE' MIN.E.D. , -D" _ T 1 f SCREWS 24 o.c ttS i71 F2ATING. 1,2 m,6xfmSPACINlJil ti�LLi9F€. . 1 1T a ':ZONERG VALID FOR N%Q' EGItH' Ttd I ... / t C7NCRETE W/ HILTI [NC MILS:H OR FASTENERS WEDGE-130 ANCHORS' I �, [ k2 INSIRL1ATtON CASE iir - COMMERCIAL APPLICATION FE?R tI0O.D, b 'rcrNonrnal.} L11 4 I gv<tI JLrotldty p s.f.,MAXf]wlUll:AS D DESIGN PRESSURE..RATING .8'-p r ti i/4 t MftY1MUM MULLION 50ROtNG. VALID FOR :CONNi OTtS k TO' t/2" COditNU0Ei5POURit3dx4�a4 0017CRETC W ;°NIL?S lMC KKIK BOLT TZ ANCHORS.; MIN E.D. CONCRETE(IG 4" Et}--�EtS / Q. &{Cv481-T6 R1d13X).;Atam ANbt,. t/V0 THRC. QaLTS T MViWN, .. .ain.� 6"arm, t21 3/x'm KWlk"OCu TZ ExR,wsanr ANcl+a� - . D. x` vrJ 3 1/a min EMBEDM ELT Ta`POUPED caNL'r¢1 fE ' SLOE RAfL D N07:'iFfOWh-FOR:'CLARITY OOTTOM), � EDGE IF APPLICABLE" ,�i ..... „„.. ... FLORIDA NALONO r.,DDf,(Afcn"M4h•,NtilacAy MvIcane Zone) WALL.NJIOUNTTh1G MULL�ONS`�t�Ra ��QS- r:. y POURED CO—TP CRETE'N-- y`��; G v a mo'sh7o x�. oaama ai: SEfi TiORi W 2' .0 4" _ � �.. „� � � _ ' 'Na.44 f(�/ Botli�g�rtltrL�r1�>a_F3ertr, oe/s/�oao" QEND&INTEMok WALL MOtJNTEt�MtJLCION:INSTALLATIE?N * � ��» �G 4���. �,� o . •STATE' c .^/ iasxin" u w EXPERT,SF11 TT ER; E Po��iCES C APPLICABLE TO A LIMITED I:OAD.ItILLiON SPAN AIVD MULLION SPACING �` `"� g.�m „;. ,.,x�'�,a,, N , o°tm W. ....SCALE. L/8 ic"1 .,, •i '+� �2si HAL141fL Jr,aE r our rant." :so-sna: tN RL 5 S:GNiTuR Dat1E` 3Y, a�t6l _ - of�a ..... EN ID I. - ;FOR(I}3/m;4 KYd}C,t3DLLfONT�EXPANSION: t - 9 Uin, .• .^•--^-+-=---"----g'.}din E D.-^--:i*. ,q,(CHDRS 0O MULLION J z3'z]/2Tz0'-4" (ORENTATIONS gt k d2). (sosi T6 ALLOY)Aum. ] 7_2" ` FOR (2) 3/4'0 KWIK BQL'T'TZ?.E_kFXNSION ANGLE FA SIDE W/(Y) ... :v::. Min. ED:.._.-_-,--. 3. THRU BOLTS TO _ANQ4ORS:Q INTMOR UUUION I (OR+fMATF6ft ; MULi:lON �&(.i)3/q KNAK 80L TZEXP,ANSION I 3• ANCHOR W/6`Miff'. :.EDGE OF SLAB' T--i-1 r+-7 EDGE 6F Stl+B EMBEQMENI'TO FOURl:D t a. ,.. APPUC?IBLE ] I f 1 1 t t IF AAPf'-JOK CONCRETE(TYP:TOP& , __ T— ���.��.f''�:�'�%._,,rf �f�x••�'�,^�``•.> .,�;'�..,,'Y'� BOTTOM); G2. 7" EXiE�R .. POURET).CON AM, .•^ 3'kai Min.), n J^ _�:_ : • EE 8"Min..THICK REO'0. n ,... __...a,:. tF it EXISTING i -4 GLASS 1 _ - —._ . - u�; SECTlQN..X3-X3 Wl 3 s'� 1 �- _4G2, u i 1/2` ] ]/2° (�Nd FsIUL�ON 0LY a a EXtII�OR ,.__.._q• fW/ f3RiEVTATfaN 1 /z" ]-1/i' K'd N ( J. a i 078 q^ S f s Ll !I z z&# t ve, t — X3 X3 a f 3 2 � (IYP,IeP/eoTtf:�I)i � � tt1P,Iat/�e�t) `a'�s"x,�a"� � (east as A•k€tr� ;: �� ,a�T ,�° r (trazr Tc.r�c�tk AfWTS,,MqG v_EA S r/ - ITO t Prof Tb TO Mum POURED CONCRETE - + T 3 W.Min.) Ct)T.]f 'vD ttW'!P+ E3CL E'X F^F3fi]t9. PC;U'TEQ Ek# 4RAl t.'N . a' <t Aa sar 3;s s t of EraE�� T i Aw R vie'Mtn 8`Mir.. i}+ICK REO'D, n8 �P.fD"CONCRET'E „• Yr "� ��0 �r�"f ,"%.�1,/,;F'f rt�1 4•I j ,r�;�!� ,'�y`i [��IC?•l+�Elj,[li7N Gl.�.'(.�" .��)�.{D{�. M[�{„.�...iQi� CSNG�. EDGE c s z! � ' ` I. IMCE OF$,:p�i ::aetL i fVA:T1tt .SECTIONS X3 11ttf:-X3 ' *.'. IF OPLUSTE" I i FO.R(2) 314^0 HWIK.BOLT TZ EIPANSICN £:----�Min.E.D.---� ? i---9"Min. E.D. ANCHORS 6 WER10R MULLION� (oR NTAnoN z). 541)E BAtLF0 dN0 Box NOT SHOWN t H L.......... ,...w...�' . ..........._9"Min. E.D:.:.._..._....._. GLAFIiiY kC,`t (1) 3/,"% MK BOLT= '+ �t� �(4tgt ANCHORS 0 END MULI.ItlW FLSYft1C1A ffUt'LYNO CODE',(Non Hlgh•'9fIccify.IIu;rfcone 7onc): (ORIENTATIONS#i & 2)•.� � ✓ 5` Ci$24'7L7[W i�� URAYftt 6Yt `.�P• �\DENS �,�' � _..'_. u:o. FLOOR TO CEILING!TRAPPED MOUNT1NG 1 MULLION( Q) a No.4416 �eatrta$s�,rrrer�s�m flbnn7o SECTION W-3. _ r tle oaTe Irtcrl ttx]tnosa"arMWMr CouPA"T EXPE "SiltlTlE7i S6E3})ICE 'INC. .0 STATECF c•C '"�,` '. l pnfe=c'" wn:t�ta,ua .mom,c.Ita tra)"uars^rra)ve ' 20-064 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * 9 . FlORtC) r`.�"" rk.toaoria � or--tea t+ia en-o¢w SgUr 12 T n Y• o.r sL rst�ru r)tt<IaA. f is Mtn �8 Ntn. E.D. Q:SEE MAXIMUM Q(INTERIOR),TRAPPED MOUNTED MULLIQNS SPAN r "(SEE EE SCHEDULE ft)-I COVERED BY SCHEDULE lb' FOR INSTALLATIONCASES I; t® & II EDGE-0R SLAB* r EOGE.Gf SLAB. ON SHEET'25. IF APPLICFBC@ f !IF as�aLu;ABeE (LIMBED LOAD, MULLION SPACING AND SPAN INSTALLATION), a s€µ ✓'X /t' INSTAUATllPN WITH. t60 8 p s.COMMERCIAL MAXIMUM A.S.D. DES DESIGN APPLICATIONS a 3 r PRESSUREEATING; 12-0 MAXIMUM CASE 7 _.� E E ..POURED CONCRELE. (606f-T6 ALLOY) �`'^*i �.T:: -5""" `t"""' MULLION.SPADING: I _:_.. - (Yc,,.,3.k,l Vin:), Atum:.AWI-E EA. SIDE .. n SEE SCHEDULE$t:: w/'(2) t/a'a IttRu SCHEDULE #1 FOR ADDITIONAL SPECS. SEE = BnLtS TO:MULLION ItSi Al1ATION CAS Ilt - RESIDENTIAL AND COMMERCIAL APPLICATION. a' W/ *60.8 p.s.f..MAXIMUM A.S.D_ DESIGN OCI R PRESSURERATING,NG, 8'-0" MAXIMUM' MULLION;l GIASy .d Lp: 3 - t %Y SPACING SEE SCHEDULE. #1 FOR ADDITIONAL SPECS. Z rc I ---G3 _ • INSFALIAIIOJ CASE 31 - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. DMOR (a)',ancHCLRS--* MAXIMUM A.S:D. DESIGN PRESSURE RATING, (SEE SCH€DULE 6:) 8'-0" MAXIMUM MULLION SPACING.. SEE z= E SCHEDULE 1 FOR ADDITIONAL. SPECS. W Q��g Q�/8 ALTERNATIVE SECTI6N X3-X3 W1 # t "" fWj' ORIENTATE6N # 2} SCHEDULE #1 N W c (2'x7" INTERidR tdULLION ONLY} MI 5 riik. EDGE_ a'v rt )INSTALLATION THICKNESS DISTA E FOR ANCHOR TYPE&SIZE MIN. ANCHOR NC (TYP,TOP do BOTTOM) EMBEDMENT ANCHOR w u €€ I' + SIDE RAIL D AND BOX NOT SHOWN; t ! ftUCT1,IN HUs li,r , 3f H tl i�trNic:fAStEkE14 x 1j2"" x3 WEDGE—BOLT aNL"FZ (rfp.mP/lImou),ii I (m-to wnom) �x %a`a tpLT7&g Iwnx ids Lt TL E °. !. POURED COrtCRETE. "(Y t/�#fk1lT'f tliC LtLtHP4 1A 6 LL TZ 3 Y 7 1/2 s' ' c=7 ksi V..), �. t" ;SEE SCHEDULE.i(T,: ..; .. . L ..._ EDGE OF SLAB1 .; LEDGE OF SLAB ...................... F t°PUCADLE) t IiF APPUCA84.E Min: E.I. ..4. Min. E.D: (SEE SCHEDULE 6`t)-- -(SEE SCHEDUI,E #Y)'" FLOOR TO CEILING/TRAPPED MOUNTING:MULL)ONS. ) SECTION W-3 `,, HI1111IIII)j`p i� .. CODE.:(Non h Vckcity Hurricane Zone)' F�HH 1111(( r - r�� �g � l v``�����•� .:. �xAlGi f5 t"tPRtfGO I'33w V4d +iw7 6Rn •er: Sti• G EMS ✓p�. (V0 F � Rallling5�[HsrS - oatstzom - J d INTERIOR TRAPPED MOUNTED MULLION INSTALLATION C'0 t*v 4.416 R nwrTEsnsa+�txan£[<mc cauranr COOT S1�t1TTER'SERViR�S-INC. sA;e APPLICABLE TO A.LIMITED LOAD,MULLION SPAN AND MULLION SPACING INI�.LATIONS � '�.. �.a�' 64tt stY tlnmwsaa osry 2a-osa rw*z SSSn.,Yra .Jmisti,;Osr o'TE OF e-e�i t'xarocnsL�n ntac me,ur wWsaiu i�8aia ens uruwslc No SCALE:t/r-.I• �. a us eta, <tr LT MLTti1 ,ta.F.E xr.a:. ammnr rrc... at w ,nrurnma :mc . ����'•< (ORIO�', �L`� ',STAIfS#CttATUREJOA'3E- w.larmatz ,uYea ,: ,... m,n-rw.. . ,.. sHeerr7xropse i EDGE.If APPLICABLE",. .�"t `���,, 'gyp:3 )'ACl1M.'TUBF(16P'de$OT'T(!A) W/ (%4'0x3/4'�N BU%M-X TEK-SCREWS. � 9/16 i'TAPCONS XL W/2 f/a W 1 J /.T'O.OAO.OW GALYAMZED STEEL 1 2:1/6 ERn EMF3ECsMLNT a49''2¢ tic a" WASHER 0 24" 7.3/4' MET ED MIN, E.D. 't_._ �.•--_..-.--e.-1 .. _...,..,I EDGE IF'APPLICLBLE- L, . / M» CO 7 3 4 �. CO1VSiNUWS POl1RfD---•.�< }D � I 7 'CONCRETE(E'e 3 W Km) - POURED CON(7ftETE .. . 8"Min THICK TpQD ... B." M n THICK REO 4 0 CAP 4" EXTERIOR OR a x,_.._.... .._ '. #@IV ' t 1 I 2. 7 3/4' R 9 Min.E.D. NOTCH WEB. x Et] " _..,.._ 4 (TYP. TOP/BOTTOM) F. ' 7.3/4'Alin. E.D. :,4'x4'x3/8 (6061 TB ALLOY) �ATin:, i Alum.ANGLE A SA}E N � ( � (WALL MOUNTED SHOWN, MAY BE 1 LC 1 EXISTING : ALSO INSTALLED 'TRAPPED MOUNTED T GUI �n _ EDGE.If APPUCA9Lcf PER SECTION O'-Q' ON SHEET 8.) -_ FX[El�OR SECTION-X4-X4 W/62 T (AND & INTERIOR MULLION o w � ii71 I p!�; R`E1TA1(C3T� 56 4 x7 N A1fn. E.D `� , ; i ,/2'z1 1/2'xO.062"xCONT. ALUM,,,. {• 5tD6�RA)L[l 1NGIT SHOWN FOR ctARiTY.s.. 7 3/a' W/ 1/4'0K3/4'.' ITW;BUILDEXX �{ MIN.E.D. T TEK SCREWS 0 24 O.C. TO'TUBE. L [ � 1 1/2 7' CONTINUOUS POIi RED --•�� ,a- CONCRETE(f e=3-Rai"I") a")in.THICK REQ'O. t t 1 (rm.saP ` X4 :L. t /ea?ra+) 1 1/z - t , ,jz orv.twig" ) 7 3/4" ` a.+{"x4'iia/e"ico'-7G"(606f-T6 ALLOY)Alum. m Lc 14It fs4 MIN E U r ED EO w F/� SIDE Vt/(2) 3/4'ci THRU BOLTS TO MULUcS�(•..� Ilk C r+i� _ .. Fs.arlq�t BUE.D>wc'cool:{rron.tiEgn yeloelty-aurrica"zone) '. 3/4'i KINK BOLT.TZ EXPANSION RNC V ''" a r✓ VrAw SIM 5:"Alin. EMBEDMENT TO POURED COMER �i^ ,`���} .-_. _ � EDGE"IF APPUCABLE" „ •"({'W_L.Om TOP&BOTTOM). �! - Jtorifa9SA°thrSfafaa WALL MOUNT JY6'-tULLl0N a 4 'Na 441 if tL' S ...F, �ke ' o »rry .us srna�yNacaeYaea4aaarora»cra nly Eswtres ,� p rAmai Hr Q s9 96Ss,rarTRxL E^bS RitisV e,AIGr: :Ew¢o INC.LL E wa ad tSTAE"EC71 IV".. 2o0u-ouA0*�m6 4no END&INTERIOR WALL MOUNTED MULLION INSTALLATION y, F�•s o t � ,6 - °� S sEAL/srNAru�E/DaTe I EDGE IF APPLICAGr.£ EDGE IF APPLJCABIE^` 2.11'1€U4.LtOp1(7TF11r7 f$`C'ont ACUfd TUBE(tfl.1-$d'ffaM) Vr/ 11/4'6x3/4'ITW BUICDEX'TfY.6CitE9iS $/15 tl 7APCpNS.XL cif'.2 T/4" W/Y 0.6,t0.0&T TiA1.lY;NITtV SIE-EC. \ �;•°o :1/2 '� 1d31i, 5►.feEDFAENj 24 o.c. WASNp�®ze O.C. 4.3/8"Min.E.D. ' Mtn. ED 3_._,..... .. .. MIN=.9E.D. ....W....... ... .......,... •.. B'hkn.THICKNESS •'�` `� .,�:,� Pc'0 - �� ©RM i. :Miry. E.D. --END CAP .4 S/BMin ED. COfpWy €� IGy S P COo NIR gym{ . � 8 •F�1n_THICIQlESS �lAm EDGE IF APPLICABLE .G3 SECTION X444 Wt Gig:#; ,(WALL MOUNTED SHOWN, MAY, ,jN7ER,lO,fZ W&UP,I�.., LL EXISTING— .", .BE ALSO INSTALLED TRAPPED ,��..ORIENTATIO�tN�,.,�1; a? GLA55 u, MOUNTED NU EPt 'SECTION p,-0.. (2 XT"} (v' n,, t EX1ER10R SHEET 8.) 00 QSEF-MAXfMUM GQ INTERIOR) St i VDlit rM MUiL1ON SPAR,' 3� CCFIEkFhY bCHLF7ULE 21a' FOR INSTALViT10N C74alE's f' & t['"OK'SHEET 2'5{f.1.METED LOAD, MULLION 0ACf$U iNl[S `SPAN INSTAfitATtUN) �, ' " a EItAL1At1UN CAS£ RESIDENTIAL AND CU1dMERClAL I I Min. "x )c0.0$2!xCON' ALUU` APPLICATIONS WIT r 4 3/8" e " AA LE WJ 1,/4,%X3/4"!7W BUIiLD ... -'MAXJMUM A.S.D. DESIGN.r�RESSURE I MIN. E.D. ,SCREWS 424` C.C.TO jtdL' RATING: 12—D'=iR)(EMIJR4rM6f4a(ON _, SPACI G. VALID FOR Cd*CT1O0 TD w ... q CONCRETE W1 HlUn ItIC 41J o OR, 314 ! t---.= X4 POWER FASTENERS WEDGE-�BOL-T` Mr.iaP/eo�rouf 3 1/2' �N � I--ualBalrau) ;ANCHORS. I._.w WALLATION CAS Il COMMERCIAL APPLICAVON - L1400 .. 1" ! J p.§f k�AXIfNEl1y} A S© DESIGN PRESSURE fv{tlNc 8 0 4 3/a" (2)3/e`o kh4r f4A T T1 ExavNi Atacliox pAfXltdUf t t,#s,LLICIh SRitGENG VALID'FUR CUNhECT7d SO: Wf R Xfif EAlNF3'd6lEN7"TO POURED CONGRETC , CONCRETE�� Hll Ti`T14ar- KWIIC BOLT T2 ANCWeaRS.' ���. l/AIL {?jb :TDz,dF0601TaM). EDGE IF APPLICABLE' ClkiliNUOUS PARED I` SLOE PAfLgxOT SHOWN FOR CLARITY .8 ASn.THtCICvES,�D ��Rn.,��y�.���i _ � F<O12ft3R..S�U#AtNG i�aF0 (Jiori titDl+Va4orSh Hurriaalw Zc+ro) WALL MOUkF!lK MULL(lJN 3 .?• Q t darer ere POUFtEEGT►ONRETEWALL W 4 (} 4?f t7ty ascco nc �d• '.- '�"` 's BtrnHer os/a rma Z. —fit: .• 5`.Q�Ne, EXPERT.SIIUTT. l4'GSE �/iES'.1NG. 'c 0: INTERIOR WALL M(t1NTED MULUG�N`INSTALLATION Ee TrsTrNe�tNaeneelr a:fANFANY —yrs' STATEi7F !mow„;;�` 1II1ss1ae 868 SY( MHi1S�G61g CA4YC; 20-064 °eaaT zr ulcer�i.�u maaem,a - '. wm1gY Rya-amel,.rllN er:1-¢oto APPLICABLE f bA LIMITED LOAD,MULLLIO�VAN AND MULLION SPACING IN E S �SE�i��� .. t ,xr/j s�{) �AI-. ��`�,PE,sEruJstCNaruRE/pp'YE rwrKna`1'rc.i aa4oi ..rwrw . +tCrtaa Or.su: TYPICAL MANDATORY PROCEDURE TOR 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"0(M TO PROTECT IT(SEE GENERAL'NOTE A2,SHEET 1).. STEP 2.ENTER 1.MINIMUM:SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM'BARS SHALL. TO CHARTS.(Ia. lb & Ib�) THRU IC ON SHEET 15 TO DETERMINE BASED ON AN iPY BE BASED,ON CHART To ON SHEET 1S. 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"Oft. 2:ENTER SCHEDULES lwTHRU 2c ON SHEETS 24,25&28 WI A.S.D.DESIGN.LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,1Z;8'011'n.AND DETERMINE,MAXIMUM M� y ,I N.SPAN(HEIGHT}Wl ALLOWABLE PRODUCT INSTALLATION VERIFICATION:. - INT ERPOLA17ON IN SETWEEN SPACINGS FOR A GIVE(I{(rG"j,(G .191 & ),MULLION TYPE& MULLION ORIENTATION: • ENTER AS,D.DESIGN PRESSURE RATING::SEE STEP(1):ABOVE., 3.SEE SHEETS I o,iBA,11.1 IA.12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOLLOWINGIFIC DEFNfiION FOR S(ATODUCT ING INSTALLATION SPAN SHALL BE CONSIDERED. INCLUDING"ANCHOR TYPE,THE CONCRETE FOR A-GIVEN MULLION TYPE OR FLOOR TO CEILING(GQ D OR Zr MOUNTINGS OF MULLIONS INTO Lwxl THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2'SLAT SLIP MAY BE PROCEDURE 4C:IF BOTH STORM BARS 8 MULLIONS ARE.USED USED,FOR A GIVEN kS:O.DESIGN PRESSURE RATING: J i..MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED MINIMUM REQUIRED;SEPARATION-TO GLASS IS,PROVIDEDON C.wTle:PRO%4DES,SE HALL PARATTON S BE BASED ON CHART Ie.ON SHEET 15,FT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE t ON SHEET 22 VJl A.S.D.DESIGN LOAD AND STORM 13AR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&VW 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 BsC)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL.PROCEDURES ARE APPLICABLE: &A CHOICE OF 7 OR 4.ANCH CIRS.PER CONNECTION DEFENDING ON LOAD BAR; � . PROCEDUREaa IF STORM BARS ARE USED 4;ENTERSCHEDULEB-taTHRLI2C`OT4SHEET524,25&26WlAlSD DESIGNPRESSURiRAT(ti+ ; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12'.8'OR 71 AND DETERM�INE MAXIMUM MULIIOq SP N CHART te,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HE(GM7}W/ALLOWABLE INTERPOLATION IN BETVVEEN SPAGS CIN FOR A GNIM( , ',t,� & :.MUL LION'TYM&MUI LION ORIENTATION. 2,ENTER TABLE ION SHEET 22 Wl R.S:D DESIGN LOAD STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM.BAR SPAN(He-IGffn. LTG M1. N 1 12A 1 PED OR WA!!MO NTINGS OF MUL:f6t u iSNTOTOP&CONCRETE 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.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS , 11 ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) I.UICT RES::. IER 5TEP.T i THRLI IS SIMILAR FOR INS TAU ATTONS IR3TatALLAt FRAME INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND $TRUGTLI12E5.SEESNEETS20.&'21 FOR LIMITATIONS ApPI(CAB(E(CT`jN§TALLA 1It?hIS.INP6 ' WOOD FRAMeeRUC STTURES. STORM BAR SPACING. -- .. ..,. . .. FLURDA.SUfLO 0 6611E(Moe lkh,Tel.etty ftw i=no Zone). . R ���{j�• r/�h - 63A2R'jfL7Ee0 ire. • Wu1Wt1 M � �1tle Rotl#rrgerttarSpursis o�ia� * 0. iS �- a"L "�+w�un'6� � E#tT6�HxUTT �EtCES C. 20- P IN zy m a rc,ue+s 64 STATE OE, aae�oa.wm .�ran-oso,rnu cr 01,n,M. eu o ft . '��.<`�;•,`ORiUP .` wilttr:X..nuo,r..o,�, ,a... •.arsno,. : aa. ..:w > ..x.. ... Q�SS''••••"'r SS:`�i'1aE'SEPlfSIGHhTGRE/UATE.. (tst�a tk.9+��er .�. .a,n•w.. ..... .� sxt[i 14 orxa i I ,SLAT PERFORMAN&CFiARTS'IB:. Ibx ��` Bt ZG fflNLYVALIQ. R I/2"SLIP} FOR A GIVEN A.S.M DESiGN PRESSURE RAIiNG 1 s t}P1 4D1 CT MOt11VTCONOtTIDi�I iNCLi1INNC A1iGF�DR(Yp AND FOR INSTA11ATfQiitSWCLt12`W/O -. zzz CHATtT Y& CHART } CHART Ib' CNRRT IC USE tlslitl; , IOUtMitA1 PDEJiNE ASD.EQSD' 3/8"O KVVIK WLT 3ANCHdR, :• - sAiryi'i'RPomXKzAHCHOit; 5/16 ilTAPCON XL ANCHC/R POURED CONCRETE To:vot! D.cflxcxrt€ Tatar rntEn ctu'cortcitEtetttoac _... MAX. MAY( salt SPAN JimSWT,§PAN REQUIF f4ik 1l14# TO' AS f). "Ltuti (Fh 'Lstitx`.fFl "Law (F7 NFJISUR D TO iiVI�F QF SEAT(titj n€SycN tu+lt`" v ms�n=our w� ,pXY. t F£a VJMD-M ''wu c ',..:guua-a>u><. '. w o srOttu BARS, °w i�i s 'RARs Moat[ moat[. �� uxtr 1e/ taouNr tbait �� 1fi0il3tY M! mpt�R liDuur � €� iiClktT 1s/Y�umr r 1tslr .. y�tuot+1r' , j SkL ND16t# SZE tltnFS*• 'Fl s V" wwes4e�6 sue'Hoare'# i37441� :E.:l si>:• � sa.Marts+F Norm#, s�twits-a�� "ws ns ..j Jma}BM04 ONE gx smR� �[s.tptas# 30:0 20'-0" 15 4 .20-0. 20'-0 20 a. :;:r.18 0' k20-6t8'_4• 18 0 TS ti 1 _. .14 1/'Z...:.... 6. .::�,. 7 JSA 20'-0" 15 3 20'-0 18:,0 20, tt YS:$ 1ffi D 16.w8 '2a i6 3 "1�4 D rn 1 #A Y�.2 40.0 20'-0' 45.0 20 0' 15'-0' 18 :0 1'+.,� 20-a" 14-2 is o' .1s S J3 4 la z• _to 5 t2 a t Ta S 2" 6 - X Is- z 3S5.D 20'-D' 14-8` 15'�» Y3.: ' W-O', 13'-80 14'.'9, T2 j 16'-§ 12 .->-1'^a'it •f2 ! .t 0 ;72 4 .72 0 -t0 6' i - 14 t 2 ,_B 7" -......._ - -5 - tf1-8 ]j 4 10-0 1 10.0..1 2" 6" WT 65.0 18 }' 12-71 13 it Yl t „15wD „tp!0 "t2 ,iC tt 43»' 4 •xt 0 _t0 10 ., V 6 . 70A. 17 4' 12 ,t ....i3 3 Tt-4 TS'.�0 ]D{a8., `1t i0 �0'-d ' ":1>z 5": '!1D 6 10 ag O 14 -13 1 2" Bm 7 _»_» 41�-t 10 _ Sa.O 15'-9" 11'-0 t2--0 TO' 13.7" _9,,,-5 SD 10 �9 7 tt "?"' '9 5. T 9 3 ,D-6 i 13 B : 7 •, :.&3A 15-0' �70'=6 it-7 O-GCS" 3"•:.:,0 9"^.S 10' S. '9 3 ....lt°2." '9 3 9 0 ,.' $mow' i t3 8 ;::Y -„tf} fl BSA f, 9-$' 1D 9 9 4 t2 Q' t#,• 9 fl $ 7 T0-4 8 437 B S 7-3 t t2 1J2 s 7 F�121 T2 '§" D=4' 10.-5 B•,1 718 0�4 r 9 5 „•.,H A :1D-4 �8-4 _ 8,�3 ,.T-t, t 12 � B •''7v 4 i1 1/2?; -.tF . r , - : x 7 9 . 'T'2' 8'=6 tt•-.7' 9'& 6.. ,A7' !D` ?•. f �8 2`"y 'S t0 7 to iY a f t0 t/2 8 7" flSO BwiD 8 2 7 3 $e0 2-11 7 TS3 1 70 6 T 8 6 3 < ': _7 A 7-10 7�to" a•_sy r 2 :y 1. ABDVS INOtCATEQ tk,'%sLu,SPANS. MAY BE'USED(S:fANG'fS; FNCFiDR SPACtNC"SCi#EDUi S'81.SHEETS 17 & 18 INDICATE,CHAT AN,1WCy0I§SPACiNi3 IS"AILABLE FOR THE CORR}SPONDING.'SLkT SFk ANC1&SSD DESIGN PR,,WURE RATING. FLORItSA-BUt�lNG Gt (Yen 9otoci4 Hurricane Zane) 2:.REtlUIRFS SiRE RAiF.S fA57!Nki1:70 EXISTMC STRUCII3RP..WfTN .` � ✓' ' � r/y�y cw�kic nurea a c. a axnY Bn 3 wo kikltfC:804:K 3 goof 11R b/!6 0'TAPCON *'/J3Ct1CtR,.14m, URkD CLINC3trTE OR GROUT`.Flti ED CELL CONCRETE,SLCCK,',C,R N(I4E'1f4,A`m�E4S'5C£tEWS ATlAULGIONS CONNECTIOt{.[ItV3Q.FOft ��E)• ��FS Y ^"""w y C. fllC E �FTTE r(t' ►tt 11AtlL MOUNTED TRtPPE6 fMUNTED.AND BUILD-OUT M4Ut .- t C ak 7C5,tNQ't LnG1NErpiNO COMPAN! S r/ prj 'wtmv r'r�s'zs �sW.miAmCt 20.-064 ow XP INC.NC 3. NAYtMttid SLAT PANS F,t1E11NTERFAEDIATE.LOADS MAY BE �'� Oujn t7F` a���' re�u.0 azaoDaC.com imy o gT .r-web,- ,U,M m OE7ER?ANED:.BY LINEAR;3NTERpOl1YTI0N BETWEEN END VALUES: �aF�s��f3Rl9p',., `btALJS(6NATYJRFfpCrF nlcamr�t 'i'47 •• 7U • '�� °Nt skat15 orxr MAX.Arvct�ofs sactn�G SCHEDULE Va. FORA GIVEN PRODUCT mout4`ING"GYA wt 3181!0 KMP BOlT.3tANCHQRS.TO PCIURED CdNCRETE WALL A.S.D.DESIGNiPRESSURE RATINt3.&.SLAT SPAN RANGE t SNALL'MOUNT SCAT SPMI:RsWCE ' 0•=4't : > 4 5 t Y 5,8,: : > 6'-7't >7 9 �' 1 ',Y 9 1 '; ,> 12'-78't' S 15 9. 91, _ T 5 9 9 9 6 S 5.$ S 5/8 9L4T t N4IE: >at-6o 9 9 .n MAX,SLAT SPAR FORA - >6t-ra> [_ S., . DESIGN _. G SKALL s ?RESStIFXCEEb�NF SiA >721-144 .9 9 7 $ _ . T _- _ _ _ _ __. ...._ SPAN INolcatm ON stnr _.'v 9. _ .9 r 7 = - Sl1tT SPAN' DEFINITIAN PERFORMANCE CHART ON _ _ TRAPPED MOUNT SHEET 15.: SCAT SPAN RANGE.-.. PR65lJRE _ .... _ :.., RA1di0_ O'-4 t S 4-5't' }5` 6,t >6'-Y t "?. > 7 9 t', �>9 92' :� > to-18't > 18'-20't . _i37-4a - >47-6a 9 9 7 9/2 - >1.06-1 2a BUILD-OUT MOUNT WX AS. SCAT'SPAN R7t GS PRESURE 0'-4't >4'-!5 t J.'S. .. DESIGN A -. ... .. , _ ?D Z,t.. .: I8-2T7`:i. .RAM � .. iP.Df E E E E E E F 8e; '. •;. E E s 30 a -9" 9" .__.^g' 9 ... 9 9 9` ..;.9" 9 .8' 9' -.:8 '=9" 9.'•'. 9 9 '8b 9 8 ii T��i•. _}... ._.5 ti $: 9. _ __:__ _a _ _. s s` stl 9 .:' 9'. s s s 9" s" s^ s^ 7.t/z .7 t/2 C 5�{a .5 -_ r.._. ._ _ _.,_.__. .__......_ _. _ _ >st-ea 9 9 9 9` 9" 9 9 9 9" 9 9 9 9 9 T 5 V s S/8 �5 a 5-5/ 5 S Ft pat-f45 _ _ _ �. ._. - >7z1-14as;1{z s s S "la s /s: G 5/ 7• : 5I 5/8 6 3/4 8 3/a itl l 1t//tlliijs_ . _ f�„,pRIUA$tlSk,Cj7md:COD9 ot=n h Velocity Hurr'eaae 2oaD}. �L f'. .... ' Y4� ti _� DMt &'; ` 4455 {"�"�i_ "• -., RQS Jr$SFi!&ig Sv ys DefB/2D7? r t catT slauTrE� sEvlci`s INC. DATE yq �r xra sg t[.i uu s arxuesarra te4i Afn[ ✓.f . : z, k. au;t n i+rn7 .&M1a sty.UM.00a&t1aN6. 20 D6d � ' nas�"�sco�'srs_uw ry uxw�t as t�catx sr C++t�;tc,a4se4. FCr�I� 4 rC Pg r is ma v ) 47'"s1:L¢i:6c4 tro>)e7r.:43°M .K .ur.. ea _oasrtn= wrt. �,r + ��Q 8E,AY./SK3.'ATUr; aUAfic` tE�{+:rW u. uxa7 : u.werr c aavnM,a°6 .:. 1rx711117rtiplrE��.. W Al�1Ct"t0�'S.SPftCIt�IG SCNEl��1LE VI�- Et)RAE,it fd.SHE?TTEk hlttQUf�ll7tFt^;:: PE WI511G$t0'7'i�if C'ON'XL,.-'A IGWORS TCI4PCS6JRE( C6? &RETE WALL. "-AZ D.DEStGN10AD,&SLAT,SPAN RANGE T.. VUALL;MOUNT. - 30.a b B 5 8 F3 7.1 j2 6 1 ait &u 4 8 6 fl7 77F 8 fi- 4 3 3j t RM .. . SLAT VAX. SEAT SPAN FOR A 3.A, f— PAN aLOAD d, fta6 72o� "` 8 �' rf 8'•;: 5:=1 J+" t f. a3i4 _ MALL SPAN EXCEED kIAX. SEAT S OtCATED ON ' V, 1/°, SLAT PERFORMANCE CHART >t11 taa :m:"..g" •;:.:. ,.. §,:.:.:' .?. ". ,. ..„...s4 ON SHEET 15. SLAT SPAN DEFINITION MPPFt)NM ONt ;i 9 B 7 f a' •-b°- >S 12` Rut^' t , 6 5'1j2 4 1J2 j _,.,.,H . .., � . 4' _AAA SLAT,SPAN.RANGE.• __ _ _... ,t,. ti x7�e _ 5:9-t2 s>> z2-a8 t ssi �o b 6 �'6 s'L sa y b a b s 6 r s e b. 5 aJ - Vly' + / 6 6 s31 as 6 i 6 b 6 8 F" H G 6 e 6 b 6 b 4 a 3.Sj4" 5 3Ja 3 Sj4",3 4 s 6 6 s � a z 4 �V a Z/4 3,spa �'.-s/a x �/a��s��, a aJa _. toy-t23 E" ta'. 6 b 0 5 ff2 9�14 :3Jd 4 i/2 4 i 7 # tf2 3f4 3 3J 3 3d4 3 4 31r f1 Na ZI JIS 3,3j4 1fZ 4.1 S aj� 3` Jt 3 3J4 zt31 aCu �` �" 5'� s.rJe, s.� z. s s�'b .a 4 $.� �.: ���/a• 3��%a :".:�._.�_ ft tiff ' OMA BU€€. w.,-WE(Mon Hi§hyofocty::Ho_rrlrane lane); . a Q; GC"TdlkLY1 T C .... DaAY/!l er: @a EEt �'Q f qO.441 � � �• IL 6'C 14o1z�aef.4>lr�f[arSpsta'm aa�a/ano . W autux Tesfsha r htatnr 7 cxiwtnar+t EIFp ,SLI€fT'P R SERVICES INC. STD Tr Of ✓f xa,sr. 0 m�rz rn,:»n �x at za an.s utr cieasa oatve"; ��•; ! w .Ea.t sr t1�C�n s�aati., U � i+�.ct t .�a aasr tWr &e#t-ciio 20 Ob4 oxAwtxa xo '4i�4 Sf�r{) �, �`�� c'..eEALjStGf3titUnE/CA7�.. ".�• MR'aaur.g?�iat ,w a-nr u sk¢ct 17 orxe ax.. ea. r.mu 1 MAK API0- 8 SPACIN SCHEDULE VU FOR A GNEIJ'P'R0}UCT MOUNTING TYPE-W/,St18"0 TAPCON XL ANCHORS_TO GROUT FILLED CELLCobCRF-TE'BLOCKWAL:L,A S D:17ESIGN-PRESSURE'RATING&SLAT SPAN RANGE T _ itVA,LLVfAaC1NT SliST SP RANGE pr1 f:PAT" 0'=4't 5 4'-6't '. 1Z.z(', > 12=18't > 16-20V t 8 .._ a ". 8., t 8::. _.._6 8 _...6_ _. _....... _. 8 8 B. 8 7 4 1/2 8 _ �.. 7 1 .'.. T^ 5 1/2 -�h}X SLAT SPAN FOR A SUITr - —SPANS GIVEN A.S.D.PREM DESIGN >at-'rtis 6 s 1 5 4 >to6-i20 8 7.1/2 6° 4 NEVER M . SLAT _....�..,_ ._:.._,... ....... �,....».. . ,:_._ �. .,......,e,.«... ._____ C � �EXCEED MAx. SLAT >121-1 0 6" 6 57' - - SPAN INDICATED ON SLAT _.._.. _. _ _ :PERFORMA AHf NCE CH O SLAT SPAN DEFINITIQN SHEET.tS,,. .., Dom+ SL71T SPAN4:RANGE'" . V-4't >4..s t 0 6't` 6 3 f >:r 9 f y 4 t2 > 12'-i 6't > 16-2D't s 30.0 6" 6" - >31.40.. 6.. fi" 6 S"': ,: 8 $ -4 1/2_ - >41-60 - 8` '. -6" 6" 6 >61-106 8" :..,- 1/2".'. % .. _ >tos-iso s' g sg t( 4-� a 1/2' >t2t-140fi" 3 4 t/2: _ .3 3/4 ... - �, .. •�.> _ _........ _-_......__., m. S)AT", M RANGE DESM PRESSAM > b'-6't ._ 3 8'.-12' > IX-76..t17- 4RANc1RE(C f.) E ; ';; E. _ " Q Et { :.:.E :._ :{E E 6 6'.. 6•_ 6' -6: - 6" 6 8 6 '6 5 1%2 .d•.. '4 fi. . >3i-4b 6" 5" ', 6" 6 6" 6'. fi..... fi ! 6" 5 1/2" - }' m .. ._ _ >41-66 6" 5 6 6,0, „p ...,., 8,.. ...._. 5 1/2 5.1/2._ _6� 6• 6 >,61-60 .6" 8"< 6 g• 8 . 5 1 f2, '5 1/2 5 1/2 a 1/2 - 5 5 4 4 4 3,3/4 , >Bt-t05 6.........' _.._6 6 gr 6.. g:t/2 5 1,f2. 5 f/2".4 tf2 3 v _. >tOs-i2o 6" 6 6 5 11 5 € 1 1/2 4 7/2' 4 tf2 3 3/4 - `. >121 140 6" 6 5.1/2. 4' .4.` - 3 3 4" 3 3.4" - .. Fl.ORNM 601.01 iC CQDp(NUR tf.gFi Valoclty..HuMcape.Zone) ��� .. - ., OxC2Q�IRJE'eq'$�'• ..MAtifi ..., DRAM,8n' . a ~ � `�- G �i N �i°�^g�tltl�FSjaiiutt oelalzoxc >4r # t .- ntur sesxaia. c Ho wuaanr' EXPERT•SH IFEER MIMES'INC. c m.z�we"wm sws n.m+ae a sw.tiM1tNDNE Davy, 20-064 4 o S3ATE 4€ J�' txa°l�+-taw, m+-+mr pCrst sL tuc F[ Sl9u %y0 *� �,lyt ,-mot m1«awt.am s wnu< rs-,a+a:.rwu rr int n»a DRAWINo N. CUFi4Cl e c-DD46>T9 K. a�ar"o. .Aa .. sxEzr,a ucxc 9 SCHEDULE VC Vx_FORCES:(LWFT}&WFORCES:(Lb/FT)ACTING AT JAMBS FOR AN..A.S.D.:DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POUREO'CONCRETE OR GROUT FILLED CELL_CONCRETE_BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN. POSMVE:AND NEGATIVE A.S.D. LOAD) MA mum". A.S.O. SLAT SPAN.RANGGEDESIGN _ PRESSURE 0'-4 > 4—5' > 5'-6' > 6'-7' -> '7'-9' > V 12' > 12'-16' > 16'-20' RATING Vse �(Vx (Psf). _._ x _ Y.. y Vx Vx V Y Vy Vxlll VY .... Vx UY Vx t/Y Vx Vy !� 30.0 b0 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 1.0 80 10 100 386 120 440 140 398 180 823' 240 '1328 320 1323 400 >41-60 10 120. 290 150 794 180 509 210 708 270 12615 360 1962 480 2.553 582 >61-80 10' 1'60 616 —200 767 240 7.56 280 1007 36G 1695 480 2422 1 600 2547 596 >81 105 123 2-10 550 263 711 315 11,42 368 :1372 473 2009 59`1 2492 6.38 — — _.-...__._... ..._. ....... ....._. _.. <__ .._....... ... ..... >106-120 . 313 240 728: 300 88. ..._...—___.. ..__ . _ __ >121-140 55.2 280 960 350 1003 420 1612. 490 1869 630 2039 635 — — — — __._ _ ..� _ __ _ _, w .._ >141-160 78'1 320 1.186, 400 1322 .1'87360 _ 1740. 840`t ,.. — —= -, SLAT. SPAN_DEFiNCCIdN NOTE: R SHAEL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTUREIS DESIGNED TO SUPPORT WAND W FORCES W POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET'FOR Yx d Vy VALUES. Vy SIDE RAIL--,, 7`; Vx y �y3il b FE0.tdwBifMINC COME(tt'vn'R:3h'9etotify B'urncone Zotoe) Ya �` � «•"•• r!'� aarczc g�t.co rTa * oaawa NO 41'k j��./��..■. se/e/2axn IN, � Ra7trbgS�atlsr�jmPasyE urt *. yS !✓ TaurrTeSitNtxw t7acatGnxt tamraar Ex F€RT"SHUTFER SERVICES iNC. 20 OBd mm= �T�pp'U.I' �� Yti1a 7%sleca on4. '—tSil .PCHPf 5T��ri M42� ... DRAW1nG '. • 1]!�,5� S ` ':: Wat A tifiif#:7:E. R�Mf FF .:T frill -CIIC. !ai - '��� cZC�N��fi`�'.9t:Al.(SICu,4TUREJESATC'„ �1 "�ut I so:>.am•. _+ sNter t9 m'Zc y m.v _ is SLAT P#ir0itt�9A4#f EC�lARt ll,. ' IC 17 i6NLY VALID FOR'lir BLIP) SLR PERFQRt1RNt E t kl!RT lull &-ML AWY VAUD FOR I SUPt: ::1 1MUM SLAT SPA AND I wFP TI N 7 'C''`&�.J GIVEN WOODGRADFiA.S.D, _SI IPRE RE:RATI 6�1 ea8—.SORT FG2tACivNa[a 6G��tA"-M;MITRE'G9UtSJu�C(P.10AWPMDUCTMOUNT FOKA6VZ.4?aASli€��fAkatt::�E aSPRspsi[RriRRT4Na�r F;sudl:cr,dsouatcolmmL4atf: s' °IP.1t8"AND PRODUCT 0 P AMF:SWALLS: E d li aji(7# R I S"IQit?MRS PER Di:FJitl 2 SEX w a 1 t;Wlrta)ssNt61aP�# PJtAUeEww Wt.2'kh"STtIiIS:;ASPEFF1i ACOh50?NL)ETAtLt +rl {TJ1.: » _..... _' ... P - xet FsF NapF@R ae � �t IA{ Rt CNARICI 1T ' wxyh4N r{Y iDD'GitABE : L6rN M= 'IC @RtlC OfAZL ". am arnacan11c1 ANGksa 1 t "aw wu ita r� dxcauc cua vuvz c POSM w/a sro�aa au�s arc taaK �"1Ai fit sEv xanav ttt 5Lr,1: �D r ca knot+ (Ps:e „gyp, 'IIF,Lr Q1sS5i tD Ate} So4�6 IIlo TF{F7"1�PNE 12(G=655 £0 If1S &dt ap �} k'Oft} iF2-4[frH ' tt auat�-cwr aNav-aalT :w/osro�tfiass ; + `-ems--'Y,rcuro-+tr .•�y�/a {tui3ARs destcw;..- (t.-vas} urn/ w bi >0 3 alas ew me RATtii�3� so a'-3 a"Y ..... •30.0• to�� xC-O �jtt 4 t 7.112' 30.0 6°� '•' 9-J t 5 4/6 _ A') finiWIMAI ' 39A+• f4'd Id-(Y tU?-D i 7.4�2', 85.A�^' �...,! S 3 4 �T 9 ` t 5 � Y/J YR ts•o : ,Ifl......»�Cn,,. ib".� 1 7»ii' : Ma•� ? 'T' r '7" Y 7 i a,y � r•' '`,�. `, z• ''' x� r. � 40--0 If}-o 14�- 't' 7 t 2� iSGO•B•' 7"3 :T1 7 3 _5 B" � •:• •.•.,-- t'-'-7 g"!""""'-"» _ o • to nn tmwa torn r t z': ss �•.: .bY4.0•+• E .'A .,SD=0 4ti'�d' __1- .- T f �.o+••� FF F' LA Srltt P73aFORSdANCE CHART IIII f0 TLY VAUD FOR 12 SLrPI LN.4 t.�lY4`kl;1P31� i p ��•' P Fi.CN€4it+ts2 i gkgFPs4'T b6S'if"AJ+RFr�,E1YtFAhStf+`Fi.G:st)ANDPROOXTMOUNs C.,. caNtu ux rox /f twsict40V96 TOFaS ahRS MER DETAi 2 sY.M _., I S �z�t 4 s F l ! r;7 CYO3{C' 1= CHART: MAXIMUMASC1 DfE tGF3LOAQVSVd MCR{ct},SCHEdJLc ` 1 {�j �_ w •%XD FDR DOCxaAS"RR-�U1H{6ao aFi}.:. E s 'sn� �k.. t't '' K :m., �r. 'u'n .ice"PLYN=W: ....... .... MUK irik7ri Pt {G Ci} : 1fTt 2 s= Y(1 (2)'2`.e woax snos -ESE Ma".P09tNE S .ram 49 T � ,{T4"r Mi VX,flE'rtY�}t gaacs i Ott+(cats }.:. sn5`ftirJ4heCtNx[.A,4CHhii ASD:Lw WaE � DETAIL?{`�LEV�tTiC3N3 ` ••WD FM t> 3low icatrt<s}` C7ETalL 1 fl=LEVAMN). iRtdt i b1�F mRlft€ Z(G } t $ MS.D :: •j:Y�47t, (iS} _. .. +w+ptfp KR r .» ., ... ( per.. RREl, �Tlf 8514.3-{fiP4 OEM am g W/o STURM B4R5 tag �r� r �70.0•:- R2, d �. �2r s :.a2�:gr ....:: ,- a- .. ss.D•� rz'a ,z`s lz=D �- eoo .._i5.f1••• -4X' d' t7=."i- '"iI'-b '. t' -4" 1 Af36-r-Si MAIM MARS SW:SPMW MAY BE U5F,t?���A5 it�t.C;AS�At FSGA FA IN':-SCHFOkkes ._ CMJ SHWr 2 IhDt�'.1`£ SHF`;a tsCIW 15 AVAfS LF—FCq-THI.• CO9.RPS=pji iQ-.`^'-th, T$PP 5.33,OMCstt,PRESSl3hR Y1J Dr FFFME-4Y` BF:E?IULT 4CTLf a� . 1?�cVtC£.�" I•L:,rs YEta ON tat7l�t,.: A°dCt FROJiB1S7Ni D"ROth GNA¢ril<Ft 23:t7F fhfE�,0{YiitM1'6,�IlL3N £�3lt�.i}kl�iiSdUvt 6E1'1G'fii OFF tJPEh hL, $ifALLI BC.,.J' . .. dti� 7' 1: /i FLOhiDA Stllt4}Nt*4XtD'[(Norr.&�4f<Velociiy Hurricane Zone}. lI�STA!!ATfON INTO WOOD FRAME STRUCTUR �GE,�' ons�sr: ,. _ ., 1. c5`,irc IL DATE '� ># Raur: XFEAT. ftMM:l ,S�F��(C�S''INC.Q k� ID° ax+a fisF:sw NhitltgRt DRtYE 20-064 TATE u+ acnt st IsA Tn saves nuxrtc s $ r {p ^• _ , rv�c1 aocs 5 _:tr"+ tm-�sss.rsz Ssn arx v..n, Fucwraa11`iactrx .uarr .r SWEET roar25 ME �. LMAX,ANCHOR'S SPACING SCHEDULE.VI (OR A GIVEN PRODUCT MOUNTING TYRE WOOD GRADE:A.S.D.DESIGN PRESSURE RATINaj' )-A' Q.SLAT SPAN RANGE * m WALL MOUNT&61ALD-QUTMOUNT TO 2"x*'WOOD STUD WALL.MOON t:TI3L*xV WOOD'STUD WITH MINIMUM 1/2"PLYWOOD (SEE'dEtYs11BTONSHEET20).- :(SEE DETAIL 2:ON SHEEF20): DESIGN 99 VAN Ma OE5t6 is StAT`SPAN RANGE WOOD o+SDE PRESSURE WOOD GRADE PRESSURE r e r i r RATING x ' 'm �ta4 So0s >5taC >�tor >7to3 >1fli- !>lofto e , N r-,'to 4'-5 5" SOUTHER- fiN[`. a0 s _ SOUTHERN PINE �._ &.: 6 6 6 6 4:3!4" �" 45 6... . G=0.55 .. 45: 6.'_.. 6.....� 4 3l4,. .3 1!2" �._. �.,.,. .. _ 60 6". 6 fi -. ,5 3 4" 5 i 4' 3-3 4 bUGIAS f SG �1 s 30.0 .. 6 DOUGLAS-RR-SDtJTH 34:t#. 6" 6 . ' s': s" 6" s" 5 Qo t 4". 4: SPRUCE RW FIRw_'". UCE"PINE i1R-SG'7lfl 4 30.c; s" G=O.36 5 _uh s^ s` s' 6" s" 5 �%4 4" BUILD-:OUT.MOUNT TO 2"x6 WOOD STubwTH 1UtiMmuM.112"PLYWOOD (SEE DETAIL 2 ON SHELT 04 SPAN.RANGE . t+t}C7L} GRADE PRESSLRE tr-d' y ' > - >E ? ° 7 Y-� YUcTltifl ::. . . ,.. R44 MW kv Immm o. mama w'uawc a.e uouar s' stawrt w aanit:ro +mt+ar:trf��' wf�3 rnwrt rr i€3 er Y _t6 H IMh MF,#2 rTx,Is 6 ::: s 6` s s s vela r s ' 4� s 6 s 6 6 DOML$541R=SO4JTE9 s 3p C3 �" �' _ 6 S 6 'RUC , �C-PfR 50Ui. .3 c" `lLta�ttflflLUJil4dt4 C?"llA;flaU> a tii%o4ra $4n,vemeity ftureioone Zone), MAX SPAJ,j POR SLA3 FOR'. �0'�� M auwr�an crvEs�•ASD`'D I N tGEt1 Mgr. l t' us d SPAN f t PA IN t h{r4 �aLAt ``r 4M 441 nar t;T �aY. � � E3C'�ttT SNfSTiI:I�'SERVICE5 INC. �.: GAsED-QN SLAT=: aE Yh +' .. L�. ma tam Sw; aavc PEKE OP, A.4 C}iA TS t td •' STA'E:t tom¢"'' Naar sr x saner.:: SHEEf 20. _ " r ❑ "�� e i u r s*Boat�•.Dana tae rt zi s�,net °u"w'"a"° ./R �QRtF3�^ _.. - wa,w.�A:;Itty%" G j'". YRn tij ..�wr. ,epr-.�w .axti wn rov .• ' .. ... .... N? =EA1l5tGNA7UREfDATE. fti:N4tic.r tatG7 r as"w.- 'SHEET:2t ar'2o