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HomeMy WebLinkAboutProduct Approval t JI �✓`fit ,ts .. - : �a' a $Ci5.Honre •.� log in. -UsefRe istrategn - H'C7a its SvbtYeit"5�rctfa a Scats E�FA'tL5 ptibQcations.`-Cointact Us # aCIS Site Ma I, I.tnks &earth ?.. 9 P !S7 ( p i rt i P.roduat-Approval: USER Puiilie'User� ' v ;niyt,'r„g„y,5 M n� b: duct a*-AgpEiC7tinrr Search> nlic >AP liwNon Detail . `FL# FL12246=R5 1 . Application.Type Rev .. .. Code Ver iari 2Q20 Application Status. Approve Comments Archived"' - Product Manufacturer Expert Shutter'Services,Inc. Aiiclress/Phohe/Email 162fi`SLV`BilErriore.ST Port St.Lucie,FL 34984 871-1915 Ext 106. =callexpert@aoi;cattl,. Authorized Signature Michael Heissenberg callexpert@aol,,com' Technical Representative. Michael Heissenberg Address/Phone/Eirrail 1626 SW Blitmore St Port St Lucie,:FL:34964. 871-1915 Ext 106 Ca11Expeit@aalicom' uallt Q y Assilrance Representative. Michael Mefssenberg AddreSs(Phone/Email. 1626:SW Biilnd St Port St Lucie,,FL 34984 (472)871=1915 Ezt;106 CailExpert@aolcolm .:Categoi}+-+ Shutters ; Subcategory;- Roil-up Compiiarice Method Evaluation,k6pgrt frorn a Florida:Registered Archlte t or a Licensed fldl* Professional Engineer Evaluation:Ffeport-.Hardcopy�Received Florida Engineer or A"chitect Name who developed the-.Walter-A.Tiilit ki P.E. !=valuation ttepolt Florida License. PE-44167 Quality Assurance.Entity National Acccedltatibn and Management Instituter Quality Assurance Cora Expiration Date 12%31/2021 Valldat_k By John W:Knezevichi PE,: !Y Validation-Checklist-Hardcopy Received Certificate of Independence FL12246 R5 CQI GOI Drsvo 20-064.p Refarenceb,Standard•and Year.:(of.Standard) Standard, Yeti ASTM E4996_ ;2912..".:< TAS 201 A094:;; i TAS 202' 1494: i TAS 203. 1994` _ Equivalence of:Product-Standards Certified By Sections from:Ehe Cade i I Product'Approvai Method Method I Option,"D Qate 5trriitted 08/04/2020 Date Vaiidated U8/19/2020 Date Pending FBC Approval" Date Approved 10j13/2020 ' Surnmary of Products.., . FL,# Model,Number or Name' pescription SZ246,1 I Nautilus Rolling Shutter System Extruded aluminum Nautilus Raking Shutter System mmits of Use installationrInstrwctions. Approved fbr.;use`in.HVNZ:No FLIZ246 R5_TT E7cpert Sblitter PED Drwg 20=064 q " Approved for outsideAv"Z:'Yes Verified B}+: Walter A.tilikt"I.r.;P.E.PE,44167' ` Tmpa ct Resistant:Yes Created tsy_Tntiependent"Third:Party:Yes ' Design Pressure: t 166/-160 i Evaluation.Reports Otlte;r:"State Nlkssile level D wind zones i,2,3 and 4{basic FL12246 R5"AE Expert Shutter PER Drwg_2&064.pd protection only);:Pressure rating:'+30,-30.p.s f,at 20'-0°span Created by Independent Third°Party Yes. (walk mounted)`and+160, 160 p:s.f.at W-07 span(Wall mounted)with 1/2"slip.See sheets 15, 16 and 20.for atlditioftai pressyres and spans, " t:ontactS%s::Z6Q7,�fair�Sfane Raid YaitaErasSx+i FL 37'99"Phone:$gib-,�'$7-3$74 The State of Florida is an AA/EEO en,pIuye . IF riarida,::pCir ykt st cment:, 4 i�i v-staEemeitit':kern ad s ate nAnc Under.Fbrlda taw,.email add ressesare public records.0 you do not want your a-mail address released'in response,to a.peibidc>reCords retSnest do-not send•eleiXtuni4 mail to this"entity.Instead,contact the office by,phona or by traditlonal mail.If you have any questions,please Contact$58;497.17�J5,"hursaani,tii'Sett}on gs5;2 s(i3;° Florida statutes,,effective October i,m2;lltensees licensed under.Ghapter 4ss .s.must provide the oeparttiieht with an email address;lf they have ono Thri;ainaiis-,+ providei3,maq be used for afficlal communicationMiltthe Iicensee..Ffowsvercmail addresses are public'recarcf.'Tf:ycu do'not w a ish to supply persaruiiaddeess;please.- ;prrryrde tile Department voith an email address which can be made Available to the public.To determine.if you arc A licensee under Ctid 4t.-4Ss,F.S;pleasa cl[clt-jp�;. Product:Approval Accepts: Credit Card I i i I i I f GENERAL- TES: S.ANCHORS SHALL BE INSTALLED FDLIOWIEtG ALJ OF THE RE6600tt IMMS AND SP£GFICAnoNS.OF THE ANcRoRS WNUFAGNRER; ... ., 9.A.NCHORS REQUIRED,FOR STORM-BARS CONNECTIONS SHALL EBE AS SOECIFIED'ON APPLICABLE SECIIONS:SHMN'ON,SHEEi':9:. 1.NAUTILUS WILLING 04UTTO SYSTEM SHOWN ON THIS PRODUCT.EVALl �4 DOCUMEMT(P.E.,D. "NAS:BEEN VERIFIED FOR COMPVANCE IN,ACCORDANCE WITH THE 2020(7th EOITfONJ OF THE FLORtDA I UILOfNG'CODE. NAUTItUS DC. UI ER-SYSTEI4 SHALL NOT BE INSTALLED AL HIGH VELOCITY HURRICANE ZONES'(MM-WE'.. -3/8.Otit,1/4 UD-S ENS Mf UFACTUM a BY 6EYYAL7. IN -lf4 9iC3/4"SOLHI-SE:t`MAFIUFAOTURED B�f ALL POgtT,INC, 3f8-G Kt4TK SQLT TZ MA,YUFACTUREi1 BY NH.TI;Wa , DESIGN WIND L64D5 2144U,SE 6ETOidV D AS PER SECTION`1604OF THE ABOVE MENTIONED CODE-, �5/18.P TAPCON M,Ai AGIN1RED BY BfW BUILDDf:M PIER A BASIC WIND SPEW AS REQUIRED BY THE:NlR7SOSLTI0t1*WERE THESE SHUTTERS WELL VE 0MALLED MINIMUM EDGE OIS 4&ATE SPACING FOR ABOVE MENTIOI ED ANCHORS:SHALL BE AS MiCATED BELOW/OR AT ABOVE MEDIT10NEO SILEET. FOR A U1F2ECT11ENALRYfACTOR FG1m0.85.U51NG ASCE 7-16 FOR WSTFdJ.ATIONS UNDER 2020 FRO .. EDGE DISTANCE AND EMBEDMENTS'ARE',BE.YOND ANY.FINISH MATERIAL. . AND.SHALL NOT.EXCEED:THE MAXIMUM�{AS.O.)DESIGN PRs'SStI?E, ;TLMUGS VorATED GN SHEETS 15 7HRU 18 g.20.THP11'26: EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITfON,:_ULTiNATE DESIGN WIND LOADS.nE1T9kMIdVEO'PER ASCE'7-16 OROUT FILLED OR SHALL BE FIRST REDUCED TO:A.",OMN WIRE LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO AIIC}tOR; ',SPACING O 1001 EDGE'DISTANCE 0'100X CONCRETE CONCRETE BLOCK .TO COMPARE THESE.Wj.MAX. (A.S.0)DESIGN PRESSURE RATINGS WCATED ON SHEETS 15 THRU 1H&26 THRO 26. 3/81rXI Ye CAUL-IN 3 314- 4 1fY � t 1/R'.(r000 pot) N"ALL04YED 2: IN ORDER TO VERIFY THAT COMPONENI5 AND ANCHORS ON THIS P.E.O.AS TESTED WERE NOT OVER STRESSED, 1/4 Oz3/4 SOLID-SET 3' � 3' 7f8'(3000�psi) NOT�AtLOYtED A 33$'NCRFASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ttgl USED IN THEIR ANALYSIS.FASTENERS 3/B D KMK BOLT 12 Sr _ 4' 2 1/2'(3oW psl) NOT ALLOWED SPACINGS TO WOOD MAVE BEE114 DETERMINED IN ACCORDANCE'WITH N.D.S.20W .:. ... 5/16'0 TAPCON XL 3 3/4- 3 1/8' 2 1/4'(2899 Psi) MDT,YZLOM NAU111LUS POLING SHUTTER SYSTEM'S ADEOUACY•FOR NPACT AND CYCLIC RESISTANCE HAS BEEN VER1FIto IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AAIERICAN TEST LAS OF SOUTH 10.ANCHORS REWIRED FOR MULLIOY CONNECTIONS SMALL BE SPECIFIED ON APPLICABLE SECTIONS Sff04l?7�ON SHEETS10, FLORIDA. REPORT 6 1030.Oi-O8 AS PER ASTM E 1996 £T886 AND E;530 5TAt10ARD5,OiiALlfYttlG 1DA. 111.1 to 12. 12A. M iNSTALLATIGNS FOP 114ND ZONES 1,Z 3&4.MISSILE` EIS D AND ONLY APPLICABLE TO SWC PROT£CMN -KWIK BdJLT TZ EXPANSION ANCHOR MANUFACTURED BY MITI,INC. 'NSTALLATIIINS.AS DMiED BY SECTIONS 0.2:1.1.6.2.1.2 AND 8.3 OF ASTM E 106 SETT SKSIS'I4&20 -NUS-H SCREW ANCHOR PANSI MA ANCHOR MAN FA TURFRCTI.INC. FOR A00:'ftONAL UTAITATSODiS. -WEDGE-BOLT ANCHOR M4NUF'ACTURED BY DEWALT.INC. 3.ALL ALUMINW EXTRUSIONS SHALT.ITT 6463-78 ALLOY(UNLESS OTHERWISE NOTED).SEE SHEET 2. MLN:MUM EDGE DISTANCE AND SPACING FOR ABOVE MEP'TiONEU ANCHORS SHAU BE AS INDICATED BELOW OR AT'ABOVE MENTIONED SHEET. 4.ALL SCREWS_jEXCEPT ENO RE1ExMN SCREIY.(C S TO BE STA'NI-ISS STM 304 OR 316 SERIES WITH SD kaY EDGE LNSTwXE AND LA!BEDMENTS ARE BEYOND ANY FNSH MATERIAL, -.. YIELD STREH AND 90 W TENSILE STRERiGT1;OR CORROSION RESISTANT COATED CARBON STEEL.AS PER DIN DABEDABENT P3 100% 5Wt8,ALL S.D.S.ARE TEX SCREM'S WANUFA,CTURE'D BY fTW SUILDEX&SHALL.COPLY W/FLORIDA BUiLOiNG GROUT FILLED OR CODE SECTION 2411.3.3.4, A`4CHOP SPACING O III= EDGE DISTANCE @ 1W% CONCRETE CONCRETE BLOCK 3/4 a K 1X,BOLT TZ 27'. .9' 4 3/4'(3000 psi) NOT ALLOWED S. BOLTS TO BE ASTM A-307.GALVANIZED OR AISI 304 OR 3t6 SERIES STAdNLESS STE&WITH 36 ke MINIwM 1/2'6 XWTIF?BOLT"i2 22 1/2- 7 1/2' 3 1/4'(3000 PSI) NOT ALLOWED YIELD STRENGTH. 1" 6' 4 3/8- 2-(30 4 Q0 PSI) .NOT ALLO'AEO 3/8"6 Hli, f�S�R.,EW ' S^ 2"(30D0 Ps1) NOT ALLDW"�.D 6.NAUTILUS ROWM SHUTTER SYSTEM SCAM U.S. PATENTS 16,095.225 AND#7,409.980. 3/8-0 wE€1S?y�8`.SL,r 4 1/2- 4 1/2- 2 1/2-(3m PSI) NOT ALLOWED 7. ANCHORS TO,WALL FOR SIDE RAIL MQ-lt BE AS FOLLOWS: 1/2.0[0.5,H sXtDt CR 61T $S} 6' 6' 3-(3000 PSI NOT ALLOWED 5/8 C W,-N STD%`OR GIB£211 7 1/2' 7 1/2- 2 1/2-(3G00 PSt) NOT ALLOWED (A)TO EXSRNG POURED CONCRETE:MIN.3000 pm3.COMPRESSIVE STRENGTH. .. 11.THE INSTALLATt3L1 C&moiCTOR 15 TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WITCH.REMA N 1N CONTINUOUS'CONTACT-aim THE BUILDING -5/16'0 TAPCON'XL ANCHORS AS MANUFACTURED B1'aw BUILDER,INC_ TO PREVENTWAFxE`TRAIN MTRUSIGN..CAULK AND SEAL PRODUCT TRA�:KS ALL AROUND FULL LENGTH. - 3/8 VT fe"AK BOLT 3 ANCHORS T5 AS 6dAf:UFAGTUA[B 11Y 1111I,LNG: It IT SHALL O4 M-k z:WiPA00k fci YEF -eJTHE SOUNDNESS OF THE STRUC711RE WH-M.PRODUCT LSjo BE ATtALi1EO TD A,I)VW:MUM EMBEDMENT INTO POURED CONCRETE SMALL M- "INS1IRE-,-RqP!i ANCHOIeA"Rts PROD1t.i'SHALL I ONLY 8 ATTACHED TO,FCILCRE?E, CAHCREIE..[31CY',K 0"t�•W+SC'D.FRAMs BI{)LOINCS. 2 II 4 FOR 5/16'0 TAPCON XL ANCHORS&2 1/2'FOR 3/6'6 KW9K BOLT 3 ANCHORS. i3.'TItIS F';$00(!Ct r iNSTAS1hTtDN SHALL.CD1AL'i Y.':tlfifl ALL SPEGY IMUICA7IT?'Tt THIS.ORAiiING%PJ lS.gH1'LBNILIo;I AND zoo.TG'1TEGULATiONS PROVIDED NO SEDMe INTO STUCCO SHALL M CONSIDERED AS PART OF THE REQUIRED EMBE UENF. .F'y THE;JitiTG'CT!0N tWiTRE'PERfhfT'1S APPI:IED TO,.. A.2)MjNIMU-4 ETKE OLSTAA'CE(E.O.)INTO POURED CONCRETE SHALL BE. 14.:L}FIy1IO MECHANISM HOT PART'OF THPS APPROVAL 4 FOR 6/16.0 TAKON XL ANCHORS&5-FOR 3/8'0 KWIK BOLT 3 ANCHORS.EDGE DISTANCE IS BEYOND. , , Av:, WS i RATTRIAL. 15.,{a)1HfS PIED,PREPARED DY,THIS EN IEEli M G64:RIG'Atq OOr.S,t:QT PRown.c"�PPIFORAfAT76f4 FOR A SDE':SPECIFPC PFOJFGT i.e. WHERE THE STE 44)�CrSE 7T$AT PRECAST STONE.PRECAST CONCRETE OR BRICK:PANELS,VENEER OR PAVERS BE FOUND ON .CONDITIONS DEYAATE FROM THE,PIED. _ T'rIi ITCIS%WALL 4R FLOOR,MCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN-STRUCTURE BEHIND 5L1Cj?PANELS. )COFiT12d,;;(OR 30.BERTiSPONSH3EEq�FOP T:E SkT-E"TiOfV fSIRCkASt•Af#L�1°ri'TFL13ST30N klCtf10161G Lr'E`.SAFE.'1Y OF',TTAS f'Tf0[lil.CT, BASED ON THIS ;( 70,E>'I571NG C4#IIUT F'iLteD CELL CONCRETE.BLOCK WALL-ASTEt C-9D. - O,.,(AL'su4` U N1L/SNE:.BQ 1*'✓i GaV1a;1F£2CM T+tE';•CON09TION5 DETAILED Oy,TH'i FJOCLI.+A '#" CO1SS{'ws.R3CTtt2I SAF GTY;AT SITE IS Tt1E Co RESPOAtSB3LRY.,. _ -5f 16'C:TAPCON XL ANCHORS,A3 MANUFACTURED BY TIlY BUilD6C,INC. (eY Tii15-FS-0,WILL,BE:CCNSfDOM itOADD.iF ALT1:ti£D BY AW 1 614!.; . 01 UAt i4}UM EMOEDASENT OF 5/16% TAPCDN XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d)SITE SPECIFIC PMtw Te SHAU_0E PPEPAR6 BY A ltii6MOAI REC"A tEFEB'ENGIt:Ei:R OR'�A.RCF-+`rECI"WHICH.WILL EECQME.IHE ENGINEER OF .UNIT SHALL BE 2 1/4'. 'KO EMBECMEN7 INTO Srl!CC:O SHALL BE CGf.540ERLp AS PART OF 1FIE AEQU%RED E4�BEDk7ENT. REe;ORD;II- R,}FOR 1} PN0.IECT'AND CIAO tY!L JE'RESOGA":d&t&FIR,THE PTtOP£:h'..U`.E'OF TItE P.E:D:`ENGifcF.E7�C4`RECORD,ACTING AS 7ti.DELEGA'(ED•Ef[C.NEERD..EtICIMES I.-i"1At?SUSAITF 1O-�THL4;17!TTEtt THE SRE SP 'i0 ORAW`AiOS FC1R;(1t'*,`'Y.i., 8,2 1fiL"i1Nt4Af EDGE DISTANCE(LD.)OF 5/16-$TAPM1 XL ANCHORS INTO GROUT rUM CELL CONCRETE G::F iHE, b BLOCK SHALL BE 4'. EDGE DISTANCE}S BEYOND ANY FINISH MATERIAL. (e) Ttt15 B€D.S1jAL1.BEtfi DATA ANB RiGiN4a-,,c.,r't ANDNA7SiIT,E:f T}IF, f{Or`E59A'•M N :'Ef{01'._-. C; - 8.3)14 CASE THAT PRECAST STONE. PRECAST OONCR£TE OR BRICK PANELS,FENEER ORe PAVERS 8E FOUND ON THEE.EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH TT?E LL41N.STRUCTURE BEHIND. 'T8 Wh ER.PRODUCT UFA=R 'S'-LABEL'SHALL BE LOCATED ON,It f`iEi{DtLY'VSt�:£E[NStTi0t1 AT PR"ODUCT-IN AGCCRLA10E WTT9 SECTION 1709.9.3 OF SLn:H PANELS_ FTORIt]A BUI.LVIIG CODE.'DRE LABELi{8LL,a Be PI�CEn F047:: VER''r 01?hiNG:.EABWI0 TD CAM?LY YF'LTN S�CT'p]N iTD9s3.9F 1}fE FLOWOA,BUILDING C00E: (C)TO EXISTING WOOD FRRME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36),DOUBLAS-FIR-SOUTH (G.-OAS)OR, 001MI � �"�"Y�'j+SED SOUTHERN PINE$2 Wf G- 0.55 MIN. 'y+-x1l" 1 A Y!/r,4-,-' O- ST'��OF P1 ° F>,OFtIbA bIJRDWC CQDE.(Neet t3 th 9olocRy Hurricane Zone) - 16'C.TAPC%I XL ANCHORS.AS MANUFAMRED BY 1TW SUILOEX.INC. '-fir - .. .. / Q'. a��zo-nc.*ece sr DRAWN sre, "� �P. 4}3;NtLSUM ELISEDUENIT N. TAPCOfi XL ANCHORS.INTO THE WOOD f!U+.l1E UW!'SHALL BE $-tf4"Ph'YSICAL .ti THREADED PENEtRAA01d wr rx RRSJ6fy56a(hr5}stcnll oe/eixom t� WMENT.WO:FINISH MATERIAL�SIt4LL BE CONSTOEITISO AS PART OF THE REQUIizr'tE ELiSEOG[EIiU � ,�+7 ���• � ��. � .c cw� .;C4 MM�IMUU EDGE DISTANCE'(En.)OF TAPCON ANCHORS,,84T0 Yt00ti SNAIL BE 2�1/4.,EDGE OWANCE� w.rr='TtE�5r.1}Ht6�rc utculflaTNG.-n m ���� ��.���,�.���{(`,�� C. BEYLNO'ANY'FINISH MATERIAL. S� -' ILL` M�l t 044 i'aa'�t+®'�`G wiY"tA-oA`:ti one some 3,w l7tlifRt DR1VC' 20=06Q. �P_6R19f,ElIC "FL 34684 _mmtu TY•ib61f..tAh I p}+i490' DRAWING M- G3)1H•;DASE 11WT PRECAST STONE-PRECAST CONCRETE'OR BRICK:PANELS.VENEER OR PAYERS BE FOUND ON .. iKE-Scal1No WALL OR FLOOR,ANCHORS SNAIL BE LONG ElMGH.10 REACH 114E MAN STRUCTURE BEHIND Ar P;[: <.ancxsts +ac 'a ewa+em, wr SL!CN;PANELS. ... .... d�;Ots'S/ , - °" \ .fSIGNATURE�D4'T' ..: TUYpM Uc. �41GA •: �• ..,*+,a r ',sH[eT 1. a2s �...., . .. .....-. ...,.�,. .a /F!j}IZI1i(fl r , #� B #Sn;p � ��"' s�* acs� s" " attc+aexraiii3a+ee; rji �s3 424. .us •:oaz i a r• �:'�' wt to a "Va. as- ;�n'y` �� � C � t ya � � tiU11t1ITInTCPttI „ � • �s�,;, c s �xc iracis, 's;x5� tnhsn;aatarhsax.',5rm.ro�saca' 's ,.;' ;, ( a..;; " .' i.:"rtz' irri: r¢. apau@': �; a.evs••� �. q�[azadr t-}u,.ca�: _;: t aw• �a'raa=, g�. ,.;,si..." :i; �, J._ ;7 bP'Yi!?N;wit tx:�ai7ti'€wr�` `;bP71QHi2tz§'!H=tint diL${T TTYSLCIwt C 3tt •+YEs?,: C1titi't1r7�:5kS@R 1 eC. .»�" rTER r7s 4181�4 +, n"PJ • `4 ;.:C�3F..::. J T6 AUALNUbi/GLOY - ; 'S „#?FL3_ty �4s(ewcc l =z R �9 SLAT.to ...., - A:+}f-ti' 4• �. -�. ��=�•,-`�' L'�7.YA,N U'�wP4�RiCG" . . .... ..,,,, ..•-.....__..._.._.�...,,...... ...,... ....:.w..»...._. 7 .�..,,,..r...._•.. sa? iff+t1} r 1� 1zs 9 we l .z+re �. � iF',4a'�.FSfifSRkL�377i:E wscurduxn?wu sexxxaYaaMISDWA � NCrC%:=T.3 fAAe+T:•±SKi�*! .._... .... ��•L7....»6»' ...,_ l:f�'� .�1:�,a{.R�>`Y i rsa --. �1 13UIL6 OUT TUfiF. g ALc t ;<.r; �v, AfN4tG �ISNENG 0 siDERML Ak:. \, SOMMAOti?TUBE 5f2t7¢AiIMR;W41lr.LOY fSK2-`<C<A:l.2SNiAkdiLDY 60e*eAm,I RUd dl,4AY1 SC+LY.V.";>Y .:' m"F". a •. sCaae um—r :,L4i;H1 T1Ci` %,j0 A�LM MR:A$iVMM-- :._...,w.:.,.....,.v...,.»....:.........acoo•._,.,._,' 6m o,CLctW4E emm Sc'fr4"-ce, .v<�sa. � �.... .........»».»,.,».»...:. +xt. x'. ......__._ — „=,p�•,�.,�..» CANTf Va AT WN HURRxWE M`d41Z1N'S- "• I ,`. ,,•-1 ,. - —zoaa....... � ».arc-......a; �E3 pUf b-t3UT7UBE +t �-••----�-� CAY tE f,,Si.MU'"A W ) 1..__'. <•CTflY ......W i I inter � Y z a.... CH) 1,14-0xx3i4 ITy!'Stl LDEX CK SCREW [ qq 'T�n•.j ' w,�t�tnearArca�ria ai Ufa s 3r .eba STORM IIAR. ��3S�3#at ri I1�t'r{�JE1aB(t h.3,lix�„Ei't,z7, r,�},aeALtst'axxaalD OF TRAPP AP�GLE �, ,>,;ux,.rr•r �� aGAi,.:.av+s< { vuklu lW:. _.... n ctO.T,iiR¢6Q!�M L'3"E("dcrf H:�an Vesocffy Burticaae 2crm) 4x8MULLION Gt 4x8MU LION &:G318 AI.l�d f4.'U7d210Y cac iv yLLva:ra,.!,utar eoeLnd,Llan=raEd,.Lee jtt } # y z o rsRc 1n �r�y7. .ww er: N6rC.6$17' 1dA, Et 0 _ ,7FsspLugsmseti�5gsrctte aeial:azs i�q 4 75rrsrL�csoats rnrfPA4r EXPERT SHUTTER,SERVICES INC. 'COMPONENTS :E' `�+ !� s-na-0 m1ec .ccn munrE#i6No cNL ST�T�'bf ` � WdtxyTtf�LC�G119r>•,E av w � -- `: e Q lu ,b Ts; .. .1 9It7E/END CAP FlC LONGiBACK�&TOP).W THICK, 3 :HOLING(FROW&BOTTOM)b4dTHIOK•' ..I •a. `�v 4' SPRINGBPMKET S SPRN NG ASSEMBLY 5 60 MM OCTAGONAL AXLE i SIDE RAIL(Nt1 JN SECTION) .8 SIDE RAIL(GONER SECTION) '� I'� e 4( s A#LIMINUM STARTER SLAT ib, ALA miNum SLATS 1-10 11 ALUMINUMBASE SLAT 12 TQBLJLAR.M6T6R 13 M6TOR BRACKET r 14 SPRING,GEARA:MOTOR BRACKET BOLTS. 15 HOUSING(BACK&TOP)FASTENERS; SEC S=RAIL(MAIN SECTION FASTENERS 11 H USING(FRONT&BOTTOM)FASTENERS 18 'END RETENTION ASSEMBLY' - 19 OG7A,GONA..AXLE:FASi'ENERG. . 20 . 6WM OCTAGONAL DRIVE CROM 2I CONNECTOR 21 GEAR' PLASTIC OR ZMW C 51 G 23 UNIVERSAL-.WITH DRIVE 614n. 24 60MVI OCTAGONAL IDLER ENb 25 'IDLER BRACKET YMTN'BEARING' BOX& END GAP AAS8LmBLy:co{Vli!0NENTS y�� it Jiilh/ r s vt� � �v:Yf2b,Y1LTECO INC. p 'u 7 Js .FLC+N3QA Fttt[117+tcG Ct73yypE IVya�n High 6'eixiry Hurt a) aaDAT. .c d f6FE flo1,,4i6 P �Y EKPERT"SHUTTER:SIDE INC. �,.;: �rtsY�m7 a fNo eaaNv� . 66g51t rfMnwaF aRtvE 20-064 (�ry 4 traytCCOad.WlaJ" R19NC.✓�6 1t0 6ClU„4t%�At d°�k+LtlC, UpAlIMO rE^. 9NC[T.3 WAS w w� - �'` Lr Ii ti ��` J$j NA;UR6J�DA�c _. ... .. ....c._,. .. .. ... e.BOX do Y/7 i sox �V/9 KB T�hi E.>a Y�6 k Yam%9 `K� R d A` --END _.... E END CAP t END CAP CAP END CAP r E;r E SLATS 43 1 ., nrrrw...... a., _• . �. SEATS J4 _ �� ._..: ._ SLATS i —^-'---=t---- S$AT5 c+ 7 —._n...: —__'SLATS Nv 2 .n_..._......_.Gi O0/�8 g S5t 1 Q�BA ATS'�8 OP/,B 0 B SLATS _...__.� _.._......._. - -t t t (TYP. Ec. ENS) (Typ. Ec. ENOj r- -- � f s _t ? TYP) - _.. (Typ »...__..._ _ d Flo...... �:, SLATS }. ...... r t -- SLATS r �y,,r.r��r rr°.fi ">!f/,• `� F r'.%/l.=`,'.l%,�.?''1l, :!//r is t 5T(1Rtt PAC .�// //� f� ,,3 F ,• � - . -''` BAR Ih'J� :! ✓ t li f�-�✓ � : <r //_ /Ytf Star:XAS..?q+ - """"•- ---" _(sfx=lau6 oxis t9:is a aop . IS) '.!.!.A�'!:ML�.lI ,U .� J2 �..SS:,.G��..r..'•GJ.. ....1d;.LF6. T..nkl.3'E?. —(SEE SGtED:ILES ON SN TEE7 . -.«....— *T TE:'SEE. SHEETS 2 tc 3`FGR. CORSGhiENT� NGt1EF•SGtATl7 2E. ELEVATIONTypjr -$JNGLE UNIT ✓ T€? $ BAIEZSJ NOTE: SE„S•llEgS 2 & 3 FOR COMPONENTS NO2 DlQLAT'F5 .. - N,T;S. .. PFOC.E�i�E i'dSR SLAT tt� Lixrrtrii-'�syFi^9Fiti"FP�I�REF�"Rf::' * .CASE. t Sttt�} R HEIGHT G,!4L OR LESS UTAM lT-0'-APV4%t.E�To.W-5TtUAATI1045.Wf0 . IoRu W%;W)S'T[SHti'C+.RRS CrA'.W/'ST1:•fT0.i BARFv'.a;&k Lir iti.x/°NEETFTfl>lEP to}•,;GRlait}5T,%LVAI f t/'pT t€ATs AT'raA.F't UCWE'J'8'[(t2.�3:....riF+ix:J.F(f ry All; Tk£'PFAY DOWN,':FA i 57hT./:SHALL CC'NpS�5�T��CS,!d{t3:FT✓u' ,'S)�SLAiB OF,NAT--,4T . Vil, 'Tt{ PRC'..Evi1H f"oR,p.3,'NNG Wll D004WAM maw SLAT.:5'Nk t SE comfy iar UNTO TCm sC,w-tR t ntd4/15 CCM'Lf.TEO,�4tt.StF'7!Y'ti F`NkL'Ss.4i-±ii3St6Ei- w TtaLEtS EiCFGR !fi?T Q3¢StAF t[i�SAY J#q kTfr 54UT[ECr�H 0- tj +k).CiTTJTlt4�9k.'°,r�M.aSVa, isF Fd..Ni�ru INSTdiL£�-, r rAT-2;SFluiraq-StC:F+*T'L+;gGZA%AN tl^A'APPU!ARi G.T4D.3�51A1,L,4,Tta°2>.WfIY�1L'+T.`, EARS me W/ca is/n uu t.+o...wj NE.r,4TS LARGUT PM Il'-0 }(7 tf(! !! - Bur cdoc en yy4li Vi6 cane Zone) (a)GidFiT A 54AaL 5TAPT W/'p SLATS AT top,£Jtib'p E r j3,..... TitERrAFTER.ALL � 'l •. ,/��4. .. �p 4'i¢.SEco.vlc. y�g + rcluweNxH B!: rA WAY tirx i. .=suT g s FaLL cvsssr s �I a.r ve tS) dssrs r1s -AT.s n, � d . s .too v F 3.,?P.fOR ity 13i, �ut!€se� F°€zQGEJCiRE ca Aaouwa sscn: eammana EcLTSW pi SLR'srws ITE ..�.. , � - p RatticesSYsatdnt5pst:sc vs/a�xo� , tCN3?tauED Gr7TY.'�ItK SLAP,+S 6's`$TRiLFTk•'t�FTEff t6 SlAi AS tNb'fAt1.EL,.tTly'';TPJRsL !{T % E,I A,t ,s 'n""'" I 110�"C INC. - .. • DAIT tAl'a;MAST :tSCb'iY2 ECL¢ti .iWE€QA2 $tLRiER HECFi•' FtO W f'�v E 5TtN2, GYNiNaCiDt(PiNm I .. .. tpl BQTtt7ti4' A7�}N MIfSY BE,{•1stAYS,M3EA1,6EB«: b C 20-06d o ST T�QI �;: .�Mdt uuoaao 1 w yEE{dl SStAum a aunt oKsru o eo 1•jt. .. - CA•^EgpeT19 -^A41E}i:SW''TIP-aeSt.Y+Yc CiM e7b-"W(N R u OP 'Cn k T r Jr..P.E �Ell JSicaiuFTs/tlktE. ru n Ix !•atsr ... . _.. . .__. _. ....r:, Mai.MALIGN 59AG%g:.. •. W-f 10OR W-2/11 OR Coe '(SEE SCHFIYUIF �... - ..... - - .�,_.,€ 0. CY ® or O W-3%t 2'OR W-4jt3 or :E OR SHEETS 24 25&28) W t f 0 OR,W .2/11 OR _ Max STOitN BN2 SPACaPwC 1 Max.uUt11CN SPACWG. 1' .p- K ®REAR ' ''-'!,i Or Ci Or W;:" /1,2 OR W-4/13 3•,m o - ,;(SEE SCHEDULE Wt sIEET 22) 4�r,=-_ (sEF SCHEDtSE.. ..._.1 O E a sl EEfs z4 25 do 26) . ( 8 ) END CAP i END _ .~ d F i _r t i - •d 1 t i SLATS .'I 1 1 1 - SLATS f i k - SLATS I ...._ I f SLATS 4� r`av 1 I I 1 t S1AT5 N � 1 I SlAT5 s:.' 6 3=Pj .P 8--=p B I I 94 ., ____.a_ t I I i SLATS O`ry w ;! I I - r-- i t---'- .^- SLATS SLATS D �u Q/8 ` . --__ -.--- s:..:= —.___.—__..:�. { SLATS i I _.._ ...... i I SLATS - �. - _ ,-,,.._..._ 'sL7Ats s 's'' A� j ..aiATs 08- € s R u- o'u �w .PJ T a8 SLATS _ - R j8 D or ----- € E E (Typ. Ea, END) .! _ �.. i - -„•- •-.—,--. (TYP. ND, i i £tJ8 ......._ —...__ E I sLArs € Rf 8 R/B.L - i i SLATS i :._._.._...._..._...._y _ or r _ or ! 3 's. 6r t or .i t H'j8mm ! t _R'jE�� F==EII R j6 E! R/g,it d1G T f!-_.._ SLATS - R iW- dl 1 10 C�W 11 OR �E " ' `s+Rh' -- ` - '{W� t 10 OR W 2 11un% 6 i j r � {5EE 3.2T 22) - j / " 1 �W-3/12 OR W-4/13 4i-3/12 OR tid 4/i V/9 T (YP) Max, SLAT SPAN Max: %AT'�EP P4' [ Max. SLAT SPAN Mcx SLAT SPftE! Max SLAT�td Max 54AT ST?AN- (SEE SCHEDULES ON (SEE St;HECJUL 36t (SEE SCHEDULES y9rd (S'F:E"S:E:HECLlLES Ot! .L(SEE SCHEDULES C i (SEE'SCt^m,� ES:ON SHEET 15) SHEETS.1.51& S.P,): SHEET 15) SlfEEr 15) SHE-TS 15 k T6): 'S€SEkT.15) n IC ONSECUTIVE SItdGLE'UWj ELEVATION , ^ TYPICAL'CONSECUTIVE .SINGLE UVIF ELEVAT4QId N MULLION & t f Q ITC f�&! BARS t Z MULLION. ULLION & W,/ ST{?I M SL&IDS. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NO-iF SEE 5EIEETS 2 & 3 FOR COMM`gENTS WOMEN{ tLT(1-RE, PRDOEDURE FQR SL�jT TNSTAU1aTION GIVEN A 5411E ER HEIGHT; # CASE I SHUTTER HEIGHT EQUAL OR LESS THAN it'-5".A.°P.� M-E 10 INSTALLATIONS WIG STORM - wS,W/STORM BARS OR`Y,/STORM BARS AA F7itzL.fSS+ :.)V kEfSHT`' UP TO .(c)CURTAIN SHALL START W/#1 SLATS AT TOP. FOLLOWEE.'Hf./2.d:, -.>THEREAFTER ALL THE WAY GOWN.EACH SLAT d SHALL CONSIST OF FIVE(5)SLO' Lh'_TF€A SLAT:NUMBER, PROCEDURE FOR ADDING SLATS DOWNWARD BELOW ti StA"S'HA1.L BE CQNTtiUE LWt11 TCTAL SHUTTER HEIGHT 15 COMPLETED.;Q!/ANTITY OF FINAL SLAT NUMBER. INSTALLED MFVV PQrTOM SLAT®MAY VARY WSH SHUTTER'S HEIGHT• . TI)IfI`y�t�,( .Ff.ORIak BUIL03N'O CODE f1`Iea irgh Yetocity Hurricane Zone) (6J BOTTOM SLIT Q9 Ml1ST BF,ALWAYS INSTALLED. ; 4f�,.T'j� -.— e .... [1 gtkn'!i.LTTLO PIG � E1R6YA/HY; ## �2:SHUTTER HEIGHT LARGER'HAN 11'-O'APP'JC*f-C TO M AIIATION W/O STORM BAP A:'+LC+,r�~ �l�+�N ry� `fi 1.g � ,-_.. ,�:p � ,I; Y.P. MULLIONS W/HE€GHTS LARGER THAN iT'-O- .` .: RR'� ,df .T 11 11" .�,_, °It03761g5hufter Syaroxrt OS/e/2Cla (a}CURTAIN SHALL ATE START W/�1 SLATS A TOo, FOLLCSTT"ii l4Y-r2;4T'Ur THEREAFTER ALL TH--WAY SYO.Y ).B �- - y..7 L//.{ _ �Co,mr. ! . DORM:EACH,SLAT d SHALL COMSSi'OF fiVE(5)SEATS QF'TFd,!LT SLAT`;yNU.MSFR. PROCEDURE' - � Z1tLrt�T'(ST7{tE'ffi.iNOrNEEARFa COMP. EX�E(Fr Sllvi r u!'.ERI`+,ES'_?1NC.+. �0$. ttxs nv:vade u,ao saw anxn>,r_ylYi $€be+rSM MFtrE`CpV1C 0-064 ADdYtC SLATS DOWNWARD BF,IAW 11 SLAT SHALL BE'OO;TtiNUE tjNT14,d1D SLAT 15 INSTALLED AFfCJ+,' ff{:T2„eS•"j,.c,; .nxa tms}p#7-try •dme�r-,au 2 110 SLAT LS INSTALLED,ADGRfONAL d10$E.4T8 MUST 8):USEp TO tQQPLETE THE TOTAL,SHl1T qOL+c STATED ,�. A" .. P-u.i�aa^�B t9.eom pµ p }yc�g 'T W.994Q. D2Lwwa N. . HEIGHT. r (�d T4 <c,: wv a,"Lora.P:e .:a ..nra.,'L r� --I ar�...�x' ms uo- d 441 e7 +P.r s a SLEET s O'ae (1i)BOTTOM SLAT©MUST BE ALWAYS INSTALLED, ..,,e LrE:F+FAL/SL tATLIREJOA'L>r•' ,.~_A' w 11 i 5/t6 P TMCONS XL W/_ POURED 5/16'6.TAyCUNS XL W/2 1/4'AGn. Xt al/8`OR 2�22 of jB F fa'OMS/4'fiW BUtLDIX SEK.�iCRRVS .' CONCRErE� E FNr&1 0 D 60 ,AL 6 ut Euu '., 'r v. ALUMINU6P CU> 2 1/4'Min.EMBEDMENT I � � 4'tf i Q'D':xU.060 CALVM712�!STE£i. REO 0 STEEL WASREP 6 24 o c, &t`o.D.D.DSD caiv, 5/16•0 TAPCONS XL WA: Wt+�TER m za oo, STEEL WASHER a zd"o.c. g .. //..*f'.t' r.,°"v'' e!�/.r..f,✓ /.•'.rl.''l'S z t/4•Min.EMSEDkENT , POURED CONCRETE -' ) ORU�GO�FI�.E�n OR GROUT / ) E CONCRETE BLOCKD,•... §,t: BLOCK _.. ."tu ... ! _..r . WALL.RECUIRED. EDGE, OPufFG , OP'EN:NG EXIST,NG € i EXISitNG { GLJSS -"' CX�_—, " g GLASS—�{ f i (BEYOM1D) ^i D # (BEYOND) i' (MNO) i gig: SEE ANCHOR .,. + 4 '�"' � SEE ANCHOR ... `�' z £ wu .. SCHFDU SCNECVLS ON i€'+.^ a~E'� SG.ANCHOr �� ii S^EEETS 16,G7 !` z v`: SHEET- 16, 17 `F � - `'d SCNEDUUZS ON '� tv '� wN S 18 �#3. & t8 mac' S41EET5 116 57 ,e Min, SEPARATION ` ,� Y5 �.w Min. SEPARATIUtt ) "� Min. SEPARATION I % s� '0 GM.ASS �' TO GLASS C+ TO CUuS E' s �f (SEE SCHEDULES. - EX,OMR < (s 6CLtEDuI=.S = fXTIItIOR R w {sue SCREDLLES W 4 DG.0 0R ON SHEEr 15) 3I "' Cti SREE[15) ON SHEET 151 A 0� rb ,�E1 V, a 4€F E o/ I 0/8 Ohs 3 @$ ohs E Qt$ oI$. gg¢¢ POURED O{k.'FCkr"ix" � `� C�i' � P4K.:7rD'CCIa..�EFE {� 4 OR GROG,, -hLLL0 y EE ' f CONCRETE.MOCK ��" POURED CDNCRErE G�Nx� 7E..F,t WALL RFG 4R:' OR GROUT FIF.LE.D CONCRETE §' ----" Yy CORETE BLOCK � ( WALL REOUIREO. EWE 0. '; .. �W 5 E or OPENINd M;N ,v t�' ,✓ ,''r �'..,✓M 4tty E b' +. .. , EU t/•S:; lja xe G52°zr.ALUM. .!/ !, 1'<i ., .,, •....c,t..,. to°xO.S52 Rc^.CTir:.. .t q Awa-W/S/,6o,7ArcONs XL W/ - - ' 1 +Ulik.ANME D/+6'o Tk7COr1G %.Wf "T' »..Rf)tY O CC CRE'� sf FE.'✓K'TAMDWJ n 2 t d VL,EMBEOUE:TIT.M 74"o c.. -2 i/¢'�(a9,ENS - /", Lut Alin')Amt'D= I/4-t N'r EMBEDMENT FLOOR/CElt.}NG/TRAPPFD MOUNTING MOUNTI YJAU.izi3QU1d:'fNG . BUfLD-QUTFfIOtINTtN6, SECTIONS. Y'--Y 4k 4+,wwe It f1.C46A SOLOING:COD„(Non fGgh voccity Hurricane Z"l) p tfj ,r IN DETAILS ON EXISTING POU ``y � ,, G �4?L1 X rc DRAWN Er: *, &.ffav Aot3agShaKrrSgnt®sa oa/alxatc CONCRETE OR GROUT FILLED CELL CONC�2ET 4a�st �` ��� � . tL '��z�� � �� k.. �...--n full Tssr,Nc a er?cl coca: raNr PE ICES INC. BLOCK BUfLDINGS *`'" ` i f. a'�"ew.�tis °m'x °lwn-nssutsCQ �wwl�Tdaa�DmvF 20-064 sale a/)�', r c STASE.�Jr it . e PnR�sr oo � tm rL, 'i wAt c R� r e m sHCEr 6 or xs slf8;9 T/IPCCNS%k.wf 3/t6y TAPCOFES M.'Wf TRUSSES 2 tf2'MM.PENEIWOM 2 V1.Miry PENtTW1TRXi 111'S+1 fB•DR EUIIDF.x :4 xt"41fd5'OR. ," '4x5 4• -%RECD2 ..txls»Nc WOOD ,. (pp 4'1'D.o..oa6D'aiv. cxa +C WOEtn �,k'000.oeo'cuv. ! r if aYf. '�' `'°'""°S d.tt o.o5coo.wovvM+azix ?RUSSFS QR RxtTER. 9 SnU.WASHER®2a°as r TRUSSES OR R-+1EtEit:...' SSCLL-WASHER O 2a,ac. . uN E E'R SCN'EY5 / VAfUZEO ;gl,UutRltii tUA A..UWN k a t IEb3.WiSMER 0 24"u:c, :. IiSf'E1.WASHER 6 2a'D.c. 5/k E•B TAB{k'tb X� �,..'"........i� ,r^.i 5/16•6 TAPCOte YL ,���,. ....,,�'"e r ..�*i Wf'2 7.• ,ri;� ��✓' �TaAtwa ""��✓,✓',''max p '1 'ID 4� r,b. r..«- �r i # ° �:,�'` Q I_i"as .,y 2•r'6• OR j 'x6'CPNf. ✓ +. P 2);2"a4 DR ^.- ! C2)2'rt4.CA WOOD REOLMHEADER 2 "'w%' WOOD %R �,,;:,.0 S I.7so`.cabT Wow 15 ,...-"'^„� 0. .f woo*HEADRErER I s j �D t v ( REaU 'i ! j F (T q 1 < } _.fit j✓ to � -ya�-� i �.�„"-y i.' 'F"." _ r a g YE !1 € ME r I �p Q E r \ N DY''"�w 1d. // € oPsH.•u.1 ,f 4 # {4 ....._._.1 o It Ex+skv F...e -..�`✓ ? EYAMING `t w rxsry"r t 9 ExcsrmCLASS 'r 7 Tl Dam xss ( w �e NDJ i -s i (_,D) 3 1 7 (Bry x 6} t i t �� W SEYVIO) 1 it i s I � � t�OR��� (2)2•a4• i 2 W2: x 2 Y.o ! cay '1.4ASXk1 �, i , i 4($ P +2_.2.r Tp aaaac x (2)5:'' i Sc"' .RTAN cm tr, .� * ; d �y ', „{.rJYrf,Sklk1 1 Cohm Ooaxw s^3L` ;. }' (,pxtS w6 s cu c-� STUD O 16 x"1..,_ `jQS y�'El.%TiFT+Rf'Sl G} aY C 56•Of." k i O.C.x x v # W u 6.ao _zl # t ARTS; UAx.RZOU i h' �n xi FIMONED. Yi+, �'S ^ ) ~ + (SEE 5'NPT S s:g AnHORS x (SEE SHEET a..L £, ,,ONz"OUtE ! '7 N{ SCl"=yN == s ♦ V {je O �) . + v`i'.SHEET 21 .' ��� I k k.3.4 Y*wu 0. 20) c 0/8 l s €0 8 1 0/8 �•. ( 0/8 (2)z.a OR E' ,5 Ktr a pldks 4 i .xr s R -,k+FLV+:E + :, �EWCE' EDGE;� a COWT. ' -=( ' .j M�r 25 �: titiET 2i. No, STUD a 1a s O c,uAx Eb t ,/z^xi tlY s.o6. ; sxsa r r�f ( •�uw Css+*r I s Dz R zi j Col R JA/C ANC1E 20) 1 3' :, yy . 5 k65a tAFCPNI 7{t E W 0 B ( 4' • � PE"t.wr�ra+ t 1 t t � srE�ruitzr. t i ; t v»z :ar e.r., t1 0 8 k I o/a I tt 2•a1.OR 2'k6• TE,¢:ti 2•.4.OR^'x6 1. _ N3k:E4R,$9 2[�'O?2 R... � } a:.2R?cti' ( EY,ST!.0 WOOD; i COtii.WOOD •EJGSR'+s^r rifle t ACM-YlDLYF 7 ' r�}t('.�rYt"h 1' c'%tSt,!FC KOA LXNSt.'1PL°.J "S t ' 3 DECK OR !DrniDld PIATE pEE;K PR 'O,.t PIA:E x +4F E.?:S1FG iS.„' 6 O+t p4tT' 1 [rCR.fp i^]St,'ai r'.AFr k CDNCRElE S.FD' i RE UIPE.. x; COhCF'r.,s 5iRi3 'REC+J Rcu 6, i FtiO }D (S-MSHEE"T 201 - � €.RE:U:Rrz. �t5EE+S'i- -7, „--^�. ���nl �_. = _i..r.._�"��a"`-zO -..r..�.._...�... MOT.!, k"+.gaA- r.._.._ -"'_` f.L�✓S ocE 5 `R'fn'[lChaE2' WALL htOUNTtNO. WALLMOUNT(NG:. %U4"Lt3 L3UT(Z"10[INYIHG U1L1 S(7T MS.3Ukt'tht+. . SECTIONS Y--`� INSTALLATIC?LI:_ QETAILS QN _EXISTING; .Wfl�3D: Wu LC�IN-CS;: kk�l4ji1�)j4JF.} _' f+Ck:CA 5U,"_b&r,COP�Eq(M4 ,,-+Hri91$t'k Velocity Hu,iwne 7-,nv) 4,C[4i\, Y�l f _ `�``y. _''< E. r;k W 3n %.6r�'3'. ➢RAWN flkti ♦� .`.,. S� ,�ti� Q1D2D 7&TLu 1 t. DATE [ SJ!$[k'C£�SdEl1T De/8f}O1O ur•TEsr+nc r NESSPNC ccuPANr ,EXPERT SHIM % $ERVI� INC. . - :'c"�'•' mm+'k..:dm..cs yr;wr�a nu�sk.: sx it gas'ZO."WWOVIC DT've 20 064 - s''; — a}a��r.�`�e IIAR[sr,euM A:' s4SU ......��ccff STME:0 r u 4g .wss raw.t# Dot ww.. otuwnta+ia +!gyp` ak Ov-d - aAtttn 6 Trixlr a Wt. rc wv.o � ORi4 {�\ s>✓uJ�cuosuFE/Dn'rt: rtc�uc.i a��r: �..,�; :k mi tperkeY �.. ..-,,. SHEET 7 DY 26 .'POURM.WZRETf,,,; -. `Gtt GRDUi;Fi!LED �( D$:°,I, GR� 'PCUREk7 DRI `"" ae �, t»e�ca�r>:.�cK � �sEcit ov {sEE s a+ I .. (5Et Sa+ nEs arr" `. ' ..4 ...:.r SFIFEZS �8)"' d Y.) 4'OrrCNEFK.pLOC(4 ...SNEEi5 17& 1A)•: f ""''""`,' -- SEE'S[AI$DEkES 57, 4 l it RLO :diEfiS S7 4 18)`�g$g e / oz �� ""°4. ,�"�. .� * ! r ;^ �.�. 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ORIENTATION 2 ORIENTATIONS.J1^&.#2 ORIENTATION 2 A ;k p o't .q WALL MOUNT END MULL40N 'WALL MOUNT END 11ULLlORt MALL MOUNT INTERIOP R4Ut!t0,i TRAPPED MOUNT'.INTER{ MULLION, �� !:.....^. ....• INSTALLATION DETAILS INTO MULLIONS-G,Gi,G2 (2) 2"xa Oti -• 2-z6• STttRS-.- ``I � (2) 4 x4 0R !., r""b^, (SEE SHEET 2D):. rest° ('�tE.,�'I vt k• *_.-.... _y,. . 2 1�6 ; S : as Er,aiy ALFERr aTIVEi,Y TO (SEE SHEET 20) t0 (SE i.;n E m. MlzN. 1/2 - c rtr:ssj aLwuoan wf Maur t4Aw Eat t13Et) .SEC ORIENTATION ON W O' Aid} rai t,a z t•C]R T!-!S CONNECTION PLnvo�s �1A6i:1ABUNT r N adG NTER#4R' ULLItM � . � —- �,•.. �» ogfif�LrMUo f� {p�H r 7f" fe. c ;{)i(IfJ.E,}pr.,,. .. :R.OR4DR 9tJIL0itfG CODE t2ten Eltgh.V4 city�8urticdne:Lune} ��,t���} t J L/ r(.}� te• 50' t� { �' /i� C a..0 R7 CO NC - a t+-Idi+vY, (3E)la 7�9r�ut C4� I ,� NI SECTIONS 0'--0' .PLANS Nv �4 6 � k �ic o o, . E1{AERT SHE s>:rzvlrEs IHC. -. :..:- ^ idl`.�..,....- �..tr �p..ra s.r"r.Evnt�ipeM,7,tL oRNE _-46---0154 y w.�Ro , she ac ar r a.sea INSTALLAT ION.C}ETAILS.INTO EXISTING:WO06 BI11LI3 P ,�'S STATES ;��� ✓ e:n oe�,s +�aa• txu-xwe 'ram. ns oaretw�xo . SCALL wun�ta�urt� re .i+. �.! • _._ ,_.. �.�F �OITi� � ,�Ttiu�ruae%agr�.,.. u�.a u,�z.. �a4.•, �r a��z6 4 1i2 Mlh E D'... FOR 3/8"d CALK�iN ANCHORS ._ .„...- 1- -3 MNn. ED - ::---3 ?.4n,E'0--+—>FtAi'lf4'0 SDLID-SE'T ANCHORS (4) Sf4'D SfYFD!SET ANCHORS OR �•- ---§. M'ut. .-S 2:.-.-._a M'p. E,d --FOR 3/8'0 KWX BOLT TZ EXPANSION MINORS (4)3/810.Ka e%T iL EX NSIOY&40M OA ..(+t}dtiCNCd'.Sr.Ps mg,E.TS �-� I �.3-S ED .--GDR Sft6'0 TAPCDN%L ANgiONtS t'�+`� (4)S/16•0'.7AFCON A.ANCHORS' ..i4 '3,�1 7»^ �~tTORhd 8FS2.CRNNECT€ON,- '! 5/16 0 TAPCONS%L / �_,. _ :z.. ? =SEE' 2 ON:SHEET 23. 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IF AFPUCA0LE s S naot RL4U IF APPLICABLE ,\\1:,(l( t4,U1�4// 'FLUti A COOF (Ncn Hiiih Vo!ccity Hurricane Zvna) M ED - t I Z Aran, E.D.t FOR 318`0 C"-IN ANCHORS `����'�\ ...... / fi v.-w...................».,,..,:........,�.., 0?626 F':.?`-u'a'.�C \ DeTAWA er: Ii[n. 7/a'a Soue SEr n*C40RS a" \GEnfs' �.v. a Min. E O ' Vim E.:7:-.-i•-_FCR 3(8'9 KWiK BOLT TZ ESPMt54^i�FANCHBAS -_., r, ltlslffsgSHatter3}aTem _ ca/e/m10»,- 3 Ifs° ti, T,ll., - 3 a - -� Tf mi^� o. -. -F FOR 5/76 o-.Tr v Xt.Ar�cHoEs %o.44167 .• ate. "•..` w S{ ',,C 0�cec p1 COMPANY E)CPERT:SWIITTER.,,SER1110ES INC. ouc *. * �" "' r+cLlTs7C9TtN6 A;ENGFNEERHNC. via ti S ;wtiatticaE tsilYC 20-064 FLOOR TO CEILING I TRAPPED AND WAL MOUNTING:STORM BAR (K) o STATE OF �✓ a ,H<„„ PORT sT Lt G�tL sc9e4 plutni a b, �t., kr .., ,, CR"86719 rHmktt' >•a raa rt� nt-aad- SECTIONS :,,pr �CpRtOP, g��s stcaaTu �"sL �aiet5i' •cKti �ma�, ac c,:w rmwa oa aMT-9 of to :_ •---- Min.E.D.— '--•---9.-Min. 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W/ (2) 1/2°¢THOU ' MAXIMUM A.S.D.DES6GN PRES9JRE:RATING,8'-0" 9 I BOLTS TO MULUON MA,ONUN MULLION SPRUNG. G I! ,,,_,„.8«�,,, ,•:.; ,I SEE-SCHEDULES#I &42 FOR ADDITIONAL SPECS Ex '" ALTERNATIVE SECTION Xi-X I W1:G * f. I `` OW a-CNAERUAL.AMICAMN:FOR 31GO.O W.LMIAW,AS.o. GRASS , H -� E -I 1/2' C=SIGN PRESSURE M-T40,8'-0".4'iW.MUM WIJWCN (4"x6" INTERIOR MULLION ONLY W/ ORJEWATION # 2) ' SPAcv Etx,c.SEE ScHr.Fs gl a pz FOR ADN'TNAL 'OR(Gil .. _ 1 I%2• SPECS: ry r K '� 3'x3°xt/4"x0'-8• 1�^"'."-6"--- (SEE SUiEOIft.E{'2)'..•2••.�2 -T6 d ALLOY) - -N "•. Alum.ANct.E EA SIDE i ALTERNATIVE SECTION X1 Xi W/"(1) W1(2) 1/2.0 THRu � `:✓. 'S u E o BOLTS TO MULLION p11 r 4 x6" INTERIOR AhD END-MULLION W/ dRiENTAT1dN � t F o ® n l tGl SCHEDULE ¢t w Q/8 or Q/8 or I EXTMOR uiN.SLAG MIN.LOGE T �. ,. ......I._ .__ .`,._......._ I I r i �. M5YAU.AYSON iHiCKEEE55 I ANCHOR TYPE @ 512E fYP.TOP a emmw �E ANCHOR OtSTANCE FOR o N R/8 or n °„°.. R/8 or (4)ANCFIORS- -� CASES REO'D. ( ) Eit8F0MENT ANCHOR `fZ'/8 R'/8 (SEE SCHEDULE .�Tf2. j w + - _ .i%8' 'all ih'C HUG-H SCREW&3/6b Pa&M FASTENER ER WECOE-BOLT AflCHOR FG4@S f QHfEP.IOR}MULLIONS 2 1/2• i S /2 H 4 'T E <' YP/ORfr?RAT10Pf2. x ` _ .-........... ..�... o•:: - # NOANCHORG FSLI�E. Us-, ;(&-a1b 4ALVZR} .. 3 ALTERNATIVE SECTION XI-XI W1 tG -ry__ _ jw/OWENTATION#I 1 X1 F Y,1 (�"x8" INTERIOR MILLION ONLY. Wf URIENTti120N 2) n/a°a HxT aFE <wStT «�rFf F(j tuTeE / ; TOFfB0i WULUONS W/OREENY9 "r.42)h ENO N1111& A' 2 1 2• I ^_ 1!2" I ( .._/T ANGLE EA.SIDE)r/ z)' ORIENTATION W �z__ .. yyy ... _ ._MA TC'BC'TC' T ,I.. T-- r''.,.,..,.T.. ,......-__.:-.._ .._�..�_._ ) / HE75 T Av 'ta _.(z Lit" FA.xOR' I G ...., .. i F) p SC 1-I'O ALLOY)Al.Em ! EKFLGE HILFK,LT AM,HCR iCh(t3}9�(CRh.1 th"SERIO�T � 1' t 6" 1 "i ,{i 1/2 0 THF17 BOLTS TO "�E ` FS'• 'ENIr<wt CA E I H TI Ev0 PENES.ma 2 L71 F(po oc ci PiEEB.. i•_. (_, I k' i 4u JCn I uworrs W/DRtaz xa i t Z (,,� aLELan / 3,/a' E a 1/2 ,�,,. _ > _ i�6iR1ENTATICIN 11). ��� o nine / 8{ 6 8`£7iS>R10k 7! t` t/z•e Ku INC HUS N s-Ark 08 E/2110 p 1p rr�:TEs�.aJ i .. I t !I ,�,r rAlIEDGE-SOLI ANCHOR SNE ..fmL C41$tNECtE tb QI 6 EDGE OF SLA Min, E.D. t.._:J tr .,.., E ':F APPUCAKE i ENE �iORtt25,VIUD�x�ct'��•,ti1LS'it?R RNUJOHS�C d.T.��,, IF Af PUCABLE' ""'(SE£ SCHEDULE#1)-4 �, Mir. E.D. ,I i t IN/ �` 3 (SE SCHEDULE #I) 1 4` ANChORS _.... 1 ) 9 .. POCAt-Tt fiOr'CQ f. SEE SCHEDU:.E j1) SCFIEOUL£ ¢Z , _. I )..H :....r... .,..,..,N•SUB^ - _" MIN EDGE £E SCi:T 0 3 E' I. 3_ I arirH A AKHOR TCDE a saE. OmrT +cE FOR SNSTAULAYTON, E 'ktrr•R_ANOHDR ALTERNATIVE SE;TIQN}(i=X1 W/" T"'a�Q �'} WEDMENF I ANCHOR IS/fre IILTE INC wa N SFY3"1Y/a 9/8'm PrIA FLOOR TO CEILING/TRAPPEDMOUNMG.MULLIONS i61OR 6, 4.L ai E r _ SECTIONSW-1 (4"0" INTERIOR AND ENq MUWLON ONLY W/,ORiENT4TIdN Ij ! R "I 1 ! C I TA \�L�4RtlE'e El.tlrt j Vol. F4Ofi`C"•.L'JLCFj CODE Gins H'gn'V mDawrx Drne) E cIoel`y Tiu EPA,. INTERIOR TRAPPED;Nit UINHO MULLION+NS T LLATION .•� / I AFPLICABLE TO A LIMITED LOAD PA fLLION SPAW AND MULLION SPACING Ii L C � R ur�5tctrer:�stDla o6l8/,�.R �����y y� [°�` �ky�y�• �+p�tF ��E Ip,.p�y�R��.o .DATE S£Ari:.i/ii' 'O 2 iYV w�$16! � RT,L T tCSTIH6-0r:EA�SPd¢ERSNGpCOWPAI �XI2�RI .i[7v Cif F.sF71t+LJ> INC. k. rr �7° Awl `ExN mmc, i TIVT DDD`sW WTCTudi tiR1YE 20-064: >Ir a-�°7�'�r PaaT•sr woG FL sisas : • nom ORAYIIND Ho • SIDE;RAIL(p)AND BOX NOT ! STATE LIE . r mw :q•gYFF eA N tm3 sr0 pw SHOWN FOR'CLAWY I ¢ anLlw1juF6i .saaxa. c .a. '"`" sxEErvwor2e .x.. A, � sa1,/slavaTUR aaiE' EDGE.IF APPLICABLE 2 aWULUOM DEP%1x 8 Cont. 5L 4 :'f�FE1t TAP DNS N %BOTTOM�4�/ 1/4"0x3/4'IT#UUYLCEX TEK'SCREWS' .\\\ �,3/a' '/ J ,,.✓'�W/I"0.0's;0:DW MVMMED STEEL M N E.D. 2 1�/6' �\ •ENrn EtAB4..UMENT 0 24'�0,c. : WASHER 0 24'0,c. ( Min ED _ EDGE IF APPLICABLE- -——42�� 4 I EDGE IF APPLICABLE•\ CONTINUOUS POURED— I 1 S/4 Min- L , [ ( 88C"Un THICK RE OD,� �` 1 �i r � 7 3/4"ALn E O �2 l it _._..I................. -I'G/ •�( ?.,.END GAP ..... j POURED CONCRETE 7 3 4 4 /" (('c _ 3 ksi Mir.) \ [ POURED CONCP.ETE .t:a, E.D, 8" Min THICK PEQQ EEOR (f'a = 3 ksi.Hirt.) j 4'EXTERIC{2 < 8" Min. THICK RE Q D 1` �•.A v'v .A`v`V��� I �:� I : EXtFRtOR _� _ tv FOR iG it n z °GR (�t� tl 4 f OR L �.� 7 3/4 Min. E.G 7 3J4ar .......................}/8 Of Q . s' R/8 or R/S er 4"x x3J8"(6061-T5 ALI.GY) — _ _ t �0067x3T/o ALLOY) ;p N L' I ,....._.. _._. \-plum..ANGt F EA.S10E. EDGE IF Ar PLICh6LF� Alum,836GLr ER. SIDE:. - R'/S 1 �. Rr/� EOCE I, PLICABLE . c a 1 WALL V TUo _D SHOWN, ..� BE �Cr T Si v f 1 \!� r ALTERNATIVE SECTION X2 X21N1�G OR (G ( .-E1 i I.O"€Y.X2-X2 W! �,3 OR l3 i;?a ...._...«�.... GLASS Stc_ , ?. ALSO INSTALL CO TRAPPED A'S.R!4:YE'p' ... ...««..w.- ` LE S 7t .I ;I � PER .EC.'IUN R"-P ON SsrcEq II y NCF t't IHT�F2lC14 #lUi.1r14..�J,} {� t_FNO &. INTE�tftSR_MULIdN 31�rt,,P9s17v r V y I uy��RikI I ➢( d( `} r a I 1/2"xt ;/2"r0.062"xrctnr. ALLItt. 6 xR` OT 8'It4"l /4« ..�; ;' ANGLE: Wj 1J4'Or,3/4' iTiv 90,LOEX' .. t4'N 0, \ ..:-::::«_.•;.«--s-.F TEK SCREWS ® 24' o.c. TO TUBE:, d ( SIDE RAIL�NOT SHOWN FOR CLARITY au�,\k7>js POURED GCS)G7E(t'c=3 Ifin) \ 7' to" 8 Nirz..THICK PEQ'D. X2 ... X2 X2 M TV/60"n i s/2.� _ a I I Jz-{ (Tep,Mp/wMa) 7 314x../8"AW-10'(6061-T6 ALLOY)Alum. ANGLE -EA SIDE W/(2) 3/4'0 THRU DOLTS TO YULLiO4 _ \ k (2) 3/4'0 K'WIK SOLT T?.EXPANSION AN CHOP F CMAaN SUJOING CO3E' Yon FT-.:�u VelocityHurricane Tare) ti yyniTifiiu p ( +a ) T �uUM"YT id rvUREO c.ON(Kt XS,F 5 ✓j� �. +, ( WALL. ?. v. t. '=OROk!), `�. h T 1 /?,.e�� r r+,?LTE�1 IN____ «..5�"..«...�, + t. : �J. OR.atnr ar. I VVALL MOUNTING:MULLIONS-(G OR L S, i 'b _% E n` T, Rvuir shutterSEsta ur es7/.raa g _ POUREC)CONCRETE WALL t [�Lt.. ij1 = a f [ . ewe. :I` DATE. ^�` """""""�� - (`ILEA,'fC91NB CNa1N[fiRtNC COMPANY EXPERT,SHUTTER','SWIPES,INC. SECTION VtF2. sei 20-064 END&;INTERIOR WALL MOUNTED MULLION INSTALLATION s ATE. '° T1 MKT£ IN .PE. ¢Y.a- w�nn+i snc Kf:r ®Dew. ra SfAl'/S{CNA7URE/DA�[,'` fDouuzs:TJa.B 4416T r:..... ao r-w s1aLT ar:xa s' EDGE IF APPLICABLE^.1, „-.y K.U(#LG'ON D 1�'fFl+tt/8,GQnL. ..' 4`0x30 D.zO w 1GAt.YNitZfD EDGE —APPLICABLE—_-Y .. .. E IF -. J WASHER 0 24."o.c. .. - ' �?^ Yl LtM Ttf81 4lG° ,�"�Q�M) W/1: 4« ri: EDGE IF APPLIV)SLEn i V 5fzs °TAPC0 Xt W/ 2 1f4; 7 1f2' Min ED. 2• 7 1/2" EX \ Min EM�...tm"F*0 24i"'sC � .� MIN.'ED. 11' \ 7 1/2"Min E.D. 2" 2 2 ��_ -L 1/4 ,.,...._-.. <,. •. it t 2 <* ` POURED CONCRETE f POURED CONCRETE ((f'c = 3 ksi MIR)Min. THICKNESS `,..�'�3 1/2 3 ksi Min f REOD.4 FXIERIOR 6" Min. THICKNESS i 1_f . ......_r REQ'D.��i 1 €; lire 4 ,"0R G9 JS FuUHEU.-� �.t^0♦ rQ .. I! .6'DD CAP r--_.. '4� . w 7 . CONCRETE(f'c=3 ksi 6Un) \€-• ; i 7 112. .Min. E.D 2 2" Min: E.O. �. �; i i 7 1)2" Min, E.L. 6 Min, THICKNESS �'-•--,s ,. .i:.._.,.., -z REQ'D. - ' ,� 4"x4"u/4" 6061-T6 ALLGY) o ,.{� l '.1 ED_,E IF kPP1,.CABE.EZ (tovT 6�LCY) -"""_.`—— plum, ANGLE EA. StDff. f - rt L^ A. SIDE. EOGE IF APPLICABLE fm „ " ALTERNATIVE SECTION X242 UVf )OR G * ALTERNATIVE SECTION X2-X2-Wf G * '(iN ER MJIIh, • D__— tvTERIOR MULLIONS) ® ('N CRIE^....Cti x.? {Wl ORIENiATIOfv Q/$ or E Q/18 'nor (4 x6" or Y8") (8'x4") R/8 or i l R/$,or #'' / { R' j �'' 'ei ;NTERIOR, 2c G1 'END & -INTERIOR WALL x i `0j �TED IAULIA045 SPAN COVERED BY SCHEDInE t.'k?�''Firm. (W 3LL VO N fi ,SHO'V . fbA1'- IttSTAL AT10( SEA t" S fI ON SHEET`25 s.� ER aAh } •(� E A'fi0 lM6FhL c:�1 TFLIPFLF1, s € t.IL+FTEt) LOAD,�a'L:t LrCYN 5t� �I;UG AND SPAtd IW tAI Lr�Tt�iN) s?`-!K � ' I! Of" SffEET a) tifaA tAwN G'SE r - FE,Dt"1TIA.L AND COMMrfr 2 "2" i 4PPL lTIONS WITH sSC)R s Hn E.0 a I V1>''xt ALUM. ; off s44E)M A.S.D. DESIGN �SSL1F2� F t tV2� MAXIMUj*4 1fULt Q7 r '4^SCREWS 61 2 .'Q' TC,'lu F. ^r�PCivG" VAL(D FOR OOvA)rCT° s 1 < C11NCR£'rE W NILI'i INC kl€IS I N 9O'ft §3 FASTENERS WECGE-- ks S 4/a d i X2 it rxiAnm Cam.it dOMMFRGIAL APPLICATION VOR "4-Tf3G.L1` w.'carorire} 1 1ia `' a k �1^re t laouE s f MAXWUM A S L' UESIGN PRESSURE RATING. 8-( XIIa,i.4f itl#I LV{?ht SPJtC{i Ar 4!4UD FOR CONNEOTION 7 g 7 1 f2" CO TINUO iS POURED h x n 11 x0'-�"{rCss-TF A L.4Y;1;�u tag L CONCRtTF tAi/ Hf:rl INCH ftil< {3OLT TZ ANCHORS M N e V�RE4�6"M ,> & 3 N'rn.�EM6EUM_i1T 7U POUFE3 GU, _ ..�...."».._:-,_.._..._._.___ . ( 3" "- ED LR %fir �^��YHR WLTS'3J t,! I FA Sri i 4l? _ Mn.) 6"Mrct r¢i�{�, `a�L u(2) 1 �"P.KY@Lk <�flLT TZ r .r-rE ( 01 N WA TOP Er..9CITTOW. `�t flltlr� tu+� 511?E' A P+ ff t Q"S` SNO,Y3FS'FOR CLARITY EOG:E IF APPLIrABLE•` FLCR+L'A O n 0'rr r"xnt (ki.n{fegE; T• !7 YL,.:Yce� ZC.^•8} Vb tl CaOUJfI";NG;MULLIONS xG op+(r� W 1 •s- - ._, " t�Ovt�Ec � aTeavALL i SNo,EL:t r riL,r. I „„ R�••"� ,_ '. 1 aUL+1,gSXtuffvr Ex 0 10 Q�N��t INTMO WALL OUNfEb mc�wON INSTALLA �� � � ��tE��6�.��� � ��� EX���r.���xr ��v��S::��,C. 20-064 APPLICABLE TO A LIINITR:O LOAt3•MULLION SPAN ANQfUILEON SWAG!" rrlI �pW llf� f " y` r+ w-�ru"My.uaica6caf.c�m T sr.iJiCiE.fL,Ya98t s7PfA1YdM Ne W,f k . 'l7 , P.E'SEALfS^.GNA'filRc�RaiTE AL v.ps. !xf c�4n tF11:AAr3o. .. 6 9.SR' C4v:r yp6 60S09Y ONR • n . ........._.__.._8'Min. E_D.-- ,"� ----9"�M•m. E.Dr— , 7-FOR (1)3/3'0 KYOK SOLT EXPANSION .I t- ANCHORS a END MULLION 3"z3'it/2 x0 + 2 1 (WEHTATIONS'#1'&#2). (6061-T6 ALLOY)Alum, i ANGLE Fat SIDE W/(2) FOR (2)3f4°6 KVtiK BOLT TZ EX-PANSION 3/4'C THRU BOLTS TO :...,w/:r` - 1 1'/2' E-:.........?? Min. E.D.. =- -...9.Min. EQ:,....... -AN040AS C`I TEWR MULLION(9 MULLION (t)3/4'0. (OfiTENTATEOR#2)• KWIK SOL.TZ'EXPANSION I ANCHOR W/6'Wn'., .ED E OF SfR��A$j. t- T-+-•^-T FA3GE OF' ,AF3 EM9EOMENI-TO POURED t iF ARPI.fCAJ3LE E'I 1 1 ! si 1 IF M'PJ�4fT.,E. CONCRETE(typ.TOP & c i BOTTOM) 7` EXtERIOR YZ CZ 111-7 POURED CONCRETE-.I •I ri -� 1: 3• _h.. 6" IA..THICK RE0'D. .N s l ; If ;. if i . ; .q•..._...... �. EL,srero �+ SECTIONX3-X3 W/ + LASS a l __.{'G2; Tul FAQ LION ONLY) ?� � � `•-�` 1 r,•�� 1 1/2" r: r RI �ti 7IGP+...,: '; 1 i/2" 1 ,7 EXi'WOR -4 Vt If LLv , 1 lv X3 X3 x >r r T a d n / r nfa.,F f �t t 1 3 4„�,. i ....-a—•-•• ......_....... �.^.R. It,"s7f L 9N w-,1 u. ESN t'Sl.ti )UJKt"m" 3`4YY FfJt,;,se c r.�P::�F:iil6P%. a' Ks FLn,} f>a3 a'XJ !: E,+,na. u U Lat,Ws"FO t 1 rQtTr W 8 hS r., Tt E.,K REO'D.- tie rdtD CO aCRr. E t'tyF_ TOP Fa 17 . `E / / F � r�€?,E d+7f ._ jay} (INTFRiDP n, ifI -ALTERNATIVE SECTIONS X3-X3�Itlt��� E7v"F 4t 4 _ tF Al"r FOR(2j 3/4-0 r."49K BOLT T7_ E;jPAWSiCN I--...-•Y min. E.D. 3"MM. E.D. -ANCHORS * €t+'EROR MULLION f= 51GE R>tL fLr'.40T BOX NOT SHOWN !'CR (ORIENTATION yT), �_.., TY _.... M i. E D ......_._._..:-.. .......... F..R .I J4 A KWI POL (;fS Rote r„ .... � ...q Min. E.D: n r ' CLA i ` J l�ti� p+�µ� C I 1nJ.C},i r,:�pD i CC!'.E Ih n Hirn'6='rx•ir/ITurrfecne. 2orc} AN(;Hf.1� .� Jr F i.11 i' �. t// t ... ,.. ,.....,..b,..-. ,.....-. ".�. ....... �•� ,.w. , 6W �+� �`fig 7�taWn EY� ,CCJY y Ct6c ! u.P. FLOOR TO Ci={i NI TTid�,PPED i�RC1UNTING:MI'' LiL�� � SECTION - No.A�- 44 E W� �:� tare Ct; it y '"'" rtzrc—s n' urr t�axa coHn:Y EXPERT"SHUTTER xE 1C 3 YNC. � w' cxx .' Tn fiw h% �,aj,aaru uss 5tt »" 1rrt 20-064. END&INTERIOR TRAPPED MOUNTED.MULLION INSTALLATIONFtARtn� ""°�� � °����T�°`�'°`�;_��°"�"°11 �•�t�� v pl. ex, vua+mn ¢art ao-. cu>!s . � &NEST 12 Q�26 i SCALE: iJ6'- 1• � cif%�'�+3..;..., ���S�..E �c.�3./frtE.'Pia'"Uiu;)T�CFATL• 4Xtc '~t"4is a+:..:..,.-.. 0SEE MAXIMUM Q(INTEMOR) TRAPPED'MOUNTED-MULLIONS SPAN Latn ED Min E.D. COVERED - 1 INSTALIY+ ON CASES I Ifl & H (' (SEE SC}'EDU E fli !-'(SEE SCHEDULE #I)') Cf,EDUtF b FOR T) EDGE OF-SL48 C'7""j-1 r- --- E�DGE'.OF 5LAE. ON SEET625C3. r tcaiic�eiE T g ; i a�arars.E (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): ih / // / ; INSrALLAIiGN CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS r WITH t6MB p.s.f. MAXIMUM A.S.D. DESIGN a y 353'xt/a'xD'-7 t' t' PRESSURE RATING, 12'-O" MAXIMUM i •t. POURED CONCRETE (6061-T6 ALLOY) + :-5�„ MULLION SPACING. ' { it i (t'c=3 k--I Mi..). AIIxn.ANGLE EA. SIDE ' SEE SCHEDULE #r FOR ADDITIONAL SPECS. I SEE SCHEDULE J1. W/(2) =/2% THRU r+ (y 3• f I 80LT5 TO MULLPON V + r ( INSfALIATION CASE la — RESIDENTIAL AND COMMERCIAL APPLICATION i W/ ±60.8 p.s.E MAXIMUM A.S.D. DESIGN EXTERKiR PRESSURE RATING. 8'-0" MAXIMUM MULLION j GLASS ! v I` SPACING. )- SEE SCHEDULE FOP. ADDITIONAL SPECS. r a , 3 g ` k rain, I I !� S ''E �1 ODIT P r z I EXiERfORi:......... lP TION CASE If - COMMERCIAL A. LIC DESIGN TOR FOR SPACING.PRESSURE G, a ' {! (sEx..scHEDutE I) -...._._...-.._.._i......... 8'-0" MAXILE MUM FFOR.jJO TtONAL ST G, as Q/8 Ij_ Q+� ALTERNATIVE SECTION X3-X3 VVI CGµs a ! ny I f ;(W/ ORIENTATION I SCHEDULE #I j (2`x7° INTERIOR MULLION rP!':_Y) MIN. SLAB � OR.-EDGE v+Iq ANCHOR TYPE& SIZE a'v II j _ U4sTA E�ION THICKNESS I (TYP.TOP a BOTTOM) EIMSEDM NTR DISTANCE fOR o rn v i I • REO'D ANCHOR n E *31 SIDE RAIL AND 13OX NOT SHOWN I I'lE 3 LL-ln HUS-H I _ it I (, FOR CLARITY. Y/6re8Ot$ A.460A� ' X3 i ! X3 1 A�•r HiLTI INC k n>: r — (TrP. (TIP wP/cO-ITN) 3a 'a ELT Tz i .1/2" 1 5 1/2- ! ......__--..................__ V2.a$I htLTT_1IC,;rt 3 t Ar 7 1/2' I i POURED CONCt fl sDL TZ.. / i SEE SCHEDULE I{1. EDGE OF SIAG . _......................_._ IF 1,-P'UCA6L[) I IIF APPIr-titaI.F, Min. E.D. I. I Min. E.D. i SCHEDUt.E p1)-_-' -'(SEE SCHEDULE kr)'"` FLOOR TO CEILING/TRAPPED MOUNTING•MULLIONS rat SECTION W-3 py.gg A�}-----^.LR4 . LYvG.-..s.!•°•S(aNlt gxSTyt n€te ra9d o'Y iUmooatlln°a>"l�PxZo zco r 1111 TIP( WYN PlT hus CAI \ nor . aC 0INTERIORfRAPPEDMOUNTEDMULLfONINSTALLATION NO 4 EXPET"SHOVER SERVICES INC.4 .^.: „ewn.m"as ota^sst sraa�ex r xnm - EStt r 1P.tna[I%4�X DtiNE APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING IN LATIO •» I Ids 1 0000'r WOE m u,�a ao—osa o STATE y e m rtce o�-sue t t L Put ru avae',wx r Earn erg o-tuwatq u. SCN_E:1 8'.�1' �.�'•. - ,: .= vm om. nm-. .n. ,msvtw we . / 9••• � "ct'�¢at�rute7�': o.roa... sNcrriaaorEe .... ice.!` FCORIO¢' �`� SFhI•/SSGkAIUtiE/DekE w.a _ W" ONALV lr\" . EDGE.IF'APPLICABLE-,, ..,.„2 xMIJLL Dv DEPjfUi/ Cant. .. _ '{- ACltkl032t"{TDP&'8DTJD� W/ . . _ @r€^ REM 8/116 TAPCONS XL W1,2 1/4`�r �i=nox ocm�IGniwmitnG - za{Im E. WENT 9-;24 r,.c: STM WASHER®24'o.c. 7 3/4` Min Dt. f MIN. EA. EDGE IF APPLICABLE: t to 2 t T 3/4"din.E.O. \\\ 2 _.. ... CONONUOUS POURED--7" CONCRETE(tc=3 ksi Vn.) 8"Min.THICK REVD. ,,/ POURED CONCRETE s 8•' Min. TNICKL7RE0 D 4" E7MMOR "_e. ...._._........ .i'.`=T &TJD CAP �\ I E 734 tt i .. 2" lain.ED. NOTCH WEB --- 4.FYT EQ.fit. ) �• (TYP. TOP/ECT767) €.._.._._... �_� .......... ..Ze q F 1 7 3/4" Min. E.D. (6061—T6 ALLOY) `"Atom.ANGLE A SIDE, N if zry it I ._ _..........._— \\.. l, 11 ?r .. ALL MOUNTED SHOINN, 14AY BE 1n EXtSTIrvc_B ALSO INSTW_LED TRAPPED MOUNT% EDGE IF APPLICABLE V o GLASS�2)...... P=R sECTICN o'-o' ON ,sEE'r a.} EWmOR SECTION X4-X4 W/ a' e w )� LEIvD & INTERIOR MULLION. 1 Min. E.D 7 "' •_ 1 i/2"xt ;;<<^"xC."ufi±2"r_�0 f 4tdtl:?, e� tOc RAILmi�`7 N(3T SHOWN .FOR GLAR#Y i W _._,_._ _ 7 3/4" ANGLE W/ 1/4"•3x3/4 Irtlt BUI1IOEX: w., s 7EK SCRM 0 24" o.c. TO TU6E. { 4._ " 7• COMIOU NUs POURED--_-\'�,. CONCRETE(f'c=3 ksi ml) �# 8"Min. TMCK REO'D. \ a � 17 t i i - " (ttF.Xw/Erntau) i 1 1/2` _ - _ p.`., 7 7`2 fK4/�"ou3 j 7 3/4" MIN. E.D. 4^x4"x3 P"xO'-10`rO6t—T6 ALLOY)Alum AN-Le • ,,:F..fl EO SIDE W/(2) 3/4'0 TeIRU ut5 O}lULU6t(,W' �.+:,.. kIORV{ BUILDNS COX(Won Hiq'tt:Voloef;•,'Hurrr..rne Zor.:} (2) /4-0 011F! 2CLT T7 rXPA?•3c!IIti Atl�v'k`A jG •____,......—. ...,.,,,...,W Min. EMBEDMENT TO PDQ;?o �i. R`a`�+a I�r�I 'l�% ,� EDGE tF ArPLICAb-_ 'WALL (TIP.TOp tt SOI f0'A), �s �-t'e € _..-...,....» ....,.. ......-...,. - i a ag f !'kLL T�iCU t^I G �v9L3�L{ON y No.44 T R° Sim""r sY"<"n �M'alzora ._ 11LMc d ti, \.E - Saxe > POURED.GCYNCRETE WALL icstt a Enm eeau o a��.>3�ut EXPERT.SHUTTER SERVICES 1f 1C. - 9'R S$+.tA W�Yffii GP..'3Ek°,tt f11Gi ECTIONW-4 ST�TE tc�" ram. t*nTae ccn sw ktwtiope came, 20-064 a r ca na�e»aFM .uc�.rt sxsEt oNaa.o no END&INTERIOR WALL MOUNTED MULLION INSTALLATION ! �st� �� \� �',S S#GMTt)RE 047E ,.Cyfl'x:uc i act67 as.�w - ter Is.or tq SCALE 1f8`„ 1,. .�,. .... .. �,�✓>J �Q � �� F� / � a '. EDGE IF APPUr,AgLE EDGE IF APPLICASLE', i� �� �",ti�1Ut.11tsN't7t.PTtJ.Kf js Cont .. A.,UA1 TUBE(R7P 2'8t11TDM) W/ a\ /a•o><a/a"rrw But;DEx tE�c sc:ress �� s/r6 d rAPcoNs..1f6.W/2 1/4• . t °x\ \ � . M;,,.. f w/ t-o.Dx oesa snve�¢Ev srEt ' T tf2 G DMEttF 6f' 24_ 0.5. WASHER 0 24'c.c. - . 4 S/8" Min...E.D 4 3/8 Min. E.D t - r 1 t ______ t _7 ........ . �- - „ 1 � COI�RC"tE(t'c-3 kS fwn. �_........--'i t'... v r_ � "-• CONIINU(X1S.PQ,7RE0 r _7 8"fin. Tt!ICKNESS ) REQ'D i w' �, � � END GAP 4 3/8° Min:E.D. CONTINUOUS POURED- z CONCRETE(f a-3 Id Mr) 9 8" Ma.THICrQJ3S EDGE IF APPLICABLE N N I! ! SECTION X4-X4 W/rG�= ' f' INTERIOR„.MU !41 (1'dALL MOUNTED SNOWFt, h?AY -{— n N '- �I E.. W f ORIENTATIG3 _.'1. . EXISTING a <�. BE ALSO INSTALLED iRtcf'r fD .L__� w CLASS ter. MOUNTED PER SECrIGN Q'-Q' ti ` ON S,iEET 8.) 2 X7 - sW If [ f OQ �" 9 ( SEE-hlA..IMN Q3`(INTER#OR) wA`LL ,aOU$ifLt M oN SPAN, w dOVEkFD -Y 451 Dt 'F 2" FOR INSTALLATION CASES I a ft' ( J SHEZt l (UM{TED LOAD, MULLION SPACING AND xz°vw Q`/8 i Q'f8 SPAN I;JSFAI:LE1ItN}; 2 t \ ttr5i7llA?1? J.kW-I° _- RESI7EN'iIAL AIJD COh VFr'.ClrL ' i Min. E'D MSt J 3/F8D" s.fa's! t/2"xC766x ON"._. ALUf . ',PPL CATIONS4!' GS 1KE W/ ;/4C3/4 w BU LCEXMAXiMUM A5 6DESGN ESS_TEK SCREWS 0 24' o._. TO aof, RE RATING. 72 MAXIMUM UV.IrF; SPACING. VALID FOR CONNECTjOr4 T( s"....X4 H ,_ ® CONCRETE W/ HILTI INC. rfk:S"fj O? . i:e ( X4 (P.taPAOnW)3 ,/Z- ) i POWER FASTENERS N Dc-BOL i ANCHORS. .......__I I. I rig MIATIOTq`CrSE13 °'OhIMERCIAL-APPLICAT(ON ri)R t:loo.0 p'S,f. MANIMUh" A aG :DESIGN PRESSURE RATING,. 4 caD. '.42)31s ;W x r,.it TZ EXPANSGrt ANCHOR MAX;md.w mmLu61 SPAC%G VALID FOR CONNECTION"TO NLLy Yr'F 7 hdn,:{"MBE.Ii.m To PbuRm CU`NCRLT.':- I DuN":RErr Vttl HI(TI lk?,: IWAK BOLT TZ ANCHORS; irr'A L,om.7DP k BOTTOM), EDGE IF APPLICABLE-' mmiNisms,rwRm Ia SIDE RAIL NOT SHOWN FOR CLARITY e,kin, ,t'TF(P c 't RE 6,171. C.tltDrlf C OE +Mrn Mj?b 'afl Tj ,r rn'Une* VJALLlv1C3UN r i't,v,(AIJLI,t 4 k S`._' 41C Efa,y�4 POI,r E'I7 C�stirRETE bVAL1. I __. fae M wts a o F 'F SEt TICT vyd f ,VLt } i.,w liollkr�SkafterSrs#cua i ss;6�i,c G INTERIOR WALL MOIJN I Ei F�t1LLE0N INSTALLATION ,. — — IL )I n , G CO CAT6 .-;�'�,-.,,f� '"'"'' TIiA.tT TE5SiN8&EN6t%ECNIVNAC�Cs0,COMPANY EXI'Ei T,SHU�"[ER.SERVtGES >"dC. �TWEOF Y�f v ✓✓_ w+�^'T" s�`m i�as�:-,a,v,ee 668.S1d WNRH�L'CAN[. 20-064 mo Pom tewro ST —11 ; L 3a3111 APPLICABLE TO A LIMITED LOAD,MULLfON�aPAN AND MULLION SPACING IN �'F��tt$A �a`�;,� t° o ny v� SY11E 1 fP �✓♦P < ` ,R'a,K"tie. 4at67 ar rraw:' nxu. Sit1'R7 4ad M Ya aw w `�/i �4tJAi. ����., :•sEAL/Icrunr7JRE Taint i r _ TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE.REIATED TO ITS.INSTALLATION lNTO'EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES, (*) STEP 1:OBTAIN JOB SITES A.S.D.DESIGN PRESSURE RATING(p.sl)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(II)TO PROTECT IT(SEE GENERAL NOTE A2,SHEET 1). 1.MINIMUM.SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SMALL STEP 2;EENTER TO CHARTS (Ia, Ib & IV) THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2° SE 13ASED ON CHART Ic ON SHEET 1 S. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR T YPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.L);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"fl. 2:ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W!A.S.D.DESIGN LOAD;MAXIMUM MULLION ' THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX_12',W OR 7),AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)Wt ALLOWABLE PRODUCT INSTALLATION VERIFICATION:. INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(EG,( t 0$< ).MULLION TYPE& MULLION ORIENTATION. a 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 WALL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(0,0,G3 LvRX THIS IS THE MAXIiiUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN tit"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS 8 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 o MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART le;PROVIDES SEPARATION SHALL SE BASED ON CHART Ic.ON SHEET 15,IT 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 INFORMAVON ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 CN+3 SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTIN.^STRUCTURE FROM ANCHOR.SCHEDULES Va,Vb&VU ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE.SUBSTRATE,MOUNTING TYPE,AS.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 N01-E 7 ON SHEET 1 FOR ANCHOR SPECS.. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP S BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR @ S i EP 4:IF PROGU,�;T I€l.TALLA i€ON INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS.THE TYPES COVERING PERMANENT(ANCHORS.A&D)OR REMOVABLE(ANCHORS BA C)!NSTALLATIONS FOLLOWING MANDA i ORY ADD TLONAL PROCEDURES ARE APPUCABLE. &A CHOICE OF 2 O#R 4 ANCHORS PER CONNECTION DEPENDING ON LOAD ARO STORM BA{? SPACING: PROCEDURE 43:IF STORM BARS ARE USED 4.CNTER:SCHEDULE$Is THRU 2c ON SHEETS 24,25&26 W/A.S-D:DESIGN P(ESSURE PATI IG; i.MIN:R.fUM SEPARATION 10 GLASS FUR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12,8'OR 7),AND DETERMINE MAXIMUM MULLION,SPAN CHART is ON SHEET 16,IT SHALL SE MEASURED FROM BACK OF SLATS TO GLASS, tHEIGE t f)�"Jr:LLOYJttf3LE i l'i EFPUV+710N iN BEIV:cEN SPAC4(dCa�*FgRA GIVEN((a�Ev�;� &;✓3), MULLION TYPE&MC 1.10,14 ORIF-NATION. I 2 ENTEP TABLE 1 013 SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5,SEE S13EETS 10,iuA,T# g,fA &13M NN 3A ECT TON DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). ROT$OIA FVR FLOOD TO C IL1NC"AP PED)OR WALL MOUNTINGS 0FIMUL^;.SON9INTO CONCRETE FOR A,OVEN MULLION TYPE( O PO&0) 3.ENTER TABLES 2 OR 3 ON SHEET 23,WTH A.S.O.RESIGN PRESSURE RATING.AND STORM BAR: SPACING AND OETERM€NE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE �. �� ------ --.,. -_• _-- - - -••- TOP S 30TTOkk OPTiC14S PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS PROCEDUREPER'STEPS 1 THRU 3IS SIMILAR FOR INSTALLATIONS INTO WOOD FRTA ME ANCHOR TYPES COVERING PERlr1ANENT(AN(,,?ORS A&D)OR REMOVABLE(ANCHORS B&C) $1-RUCTURES.SEE'SHFETS 20$21 FOR LIMITATIONS APPtICABL.E'TG{C+tSTALLRTIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION d DEPENDING ON LOAD AND WOQO FRkG491 STRUCTUFtE� STORM[3AR SPACING. �Wjh Felocgy kiuWX rrio:re Znrse $S 1�' r y y stktt?Fartu4 s�aENc�uiiG 6- ExPW iSHILITTER SERVICES ANC, F tt .+k2#tF,I••4N"DHs.YS 20-064 ac STATE C� ,` ¢t "r`sffixuo .com cat. erne FL Us" wane w ,G R1 Q <Cotw aoosrte k w D rac5 104m FA*Lri ty+eel s . ,C ORifl :.: ...��4�'SS`f!' .,.,•r C ti • YussrtA nur s.:o,e, a..w �,: ,Nt rbw ei to a2E-r- / 7UfIM1T2 ats Tb. & �C;,(OPILY•VALID-FOR 112°.SLIP;` a' SLAT PERFORMANIC15CHARTS.ILA. _ . FOR GIVEN A.S.D,DESIGN PRESSURE RATiNG,(p.tt();PRODUCT(UIOUt+ITCONDfJ1QAIiNC1:UpiNGANGHORTYIE AND.FOR INSTALLATIONSW(OR'W/O am CHART I& CHART lb: CHART lb' CHART'TC I1SE itVtttY 1EQATNE ASb lisE LL I l:Kt OW AS.D IAQ40 Yfl.4e- 3/8"(c�KWIK BOLT 3 ANCHOR 511Wix'PAPCON XL ANCHOR d118°�I TAPCON XL ANCHIOR POURED CONCRETE ,,, T'a:r -zD.cpxmn ro Q=kUY Flu.eo CELL CONCKM SUCK mx. MAX .SLAT SPAN l�X SLAT SPAN REQUIRED,1dt3.,S£PPC+iiTIC F TO CLASS ASIG -Lsra- (Fr) �i_lox,(FT) •LAW (FT) MEASURED d..BkCK OF SLAT (in) DESIGN 5 R£db'U{q "'ut ( 7FNPP31 - eC.un-^;}r `fa.,-Gtl. alaq-CUEaZ}. �Tf2+PPFn auu.o-cur tvd.o ovt �DD RS_ R' S1D?.Rd BhR.S RATI tG ! a' '7 mw 'ir�1!, uatsar-pp ctck.-0sr t�stxs eear'+41 tactie7 w0 37 u'.tlarr mourn rnurrr iri 'Yt ). . :x S[E a^ a€3 xca r !t r+f.a �i t€J mtzONE 3 (asf, SEE 70fE5� S RQ[ ¢ P7 SLE POi jt at FDt6 ! .SEE kR[5 StE Fa # SEE 7.0} 'd'A b�Ii .g i. i, 40.0 4.._. t.�._3_... 20..0•,.� g_ ._, .Z , _�1�. .i,_mT #..:.•OM. ,.,.iE.1 ,fy'--5: -^tas 10 iv-S. 1 0 0 20 „_....._ ,_._. 1 3 2 a' td [' 76-II TJ 4 ? 4 j T•t'- ,3_9 1 C 1 'UY 2 6 70a.__,.20 " 0.._. 4 f0 6 . 15 1 .1 { 1" 14 4 td le3" 4b 2 13 t 72 9 1} 0 i ; td i!r vd 550 20'-C" t-0 8 iS 8 s,y q 7 9 1't ,I' --tt 12,.175 Q r2-4 12 0 10 5 7' -0 t I E _ q 0 t0 0 e S 1 0 r0.0 17 4 12 i 13 3 7T a t3 D tp �C 6 ti IGJ iff e 2 q 0 6 1C � 0 � 1 t3 f7 r^ 7 750 16.5 f1 7 7 t 19 14 [ f0 0' t •� F ,t M,•1 -r S 10 0 10 8 iG. S 3 /2 TF rQo 1 o f e i2 ..... ... _... .. . � I Ba0 15 0 10 5 11 7 0 tU-f1" 3 C1' S }" f0-9 q J �1 t 9-3 3' .,� ..,t :� .E } 2..... 1C i 71 _ r.. t' n } 80 14 _ r 1 g�.1 jt C_0 g_n f 8'_}n 1[♦ f a _ # 10 1 12.1/2 S .,.. 7' pp 40•'t 0 T2 9 a s 10 5 350 1 7 9 0 „10 1 L 4 i 5 b ! 9 2 8 Z 2'-8 0 8 0 7 d f 11 1f2 _ 6 1 7 �•^' t Y�C t F ...i 5 9 Es S 9 ""•'�O 7 7 8 B 8 7'-3 30 7 8 .. r a t200 0 S i b 1 9 B 2 f0 3 - _JT 8 7 S K 't 7 5 7 9 h- lt= lftE 0, #{( _.. 2. fff t. S_8 a , 1 fl I a L� a 6 _9=E 7 s s �'. 5 2 T2, 2 8-- 7°=C ? Yr. - - .... a 1 14 1/2 t4IIA 0 e � 8-0 a tC -5-4 .... 1 .1�.1/2 i+SS.O B 't0 8 Z t 3 8 f0 7 -& 7 fC ..1 10 .. 6 150.0 8 k 8 0 12 E S T 4 r A _ i 10 E tjL - iB50 S�.D- Y.'-0' 7-8' G.-10" 7i%-•G" 'T."-i -' - T-a t" 10' 6 {,."�T I. ASO4+E INDICATED IA4:S'AT SPANS MAY BE USED.AS LONG,AS ANWOR SPACINri SOi€Et}};LCS ON SHEETS 17 & 1 u iNBIUATE'Tl-RT AN ANCHOfj S(''KING f AVAueLE FOR THE CORRESPONDING SIAi °Pttk}'MID A50, t.ESGN FgaS.,;UTiE RATING. �,`a �(�f+,gri+ F0430h SWUANu CODE'.(Y°n B"th "efo6tr Durricano Zone), n ri t.(. a. �__�_ T QJsn S °}�: ck r: cfc tt.i 1'O EXISTING SRr tu•` F 5Y17s+ ta-c. .t Dw.-sr, c,OyY i }�.r'D� fig T.!aCON >'(. +fi.,±t0 !!!Tow l �, c .._ wit r - - ,�== 4 Gfi$K.e'� y'• t F.e.IRE D i,GW:7 t� t QUI P1 1FO :,ELL CO CK E fx,.ratiY C;ft >`•tiFi t ra s%iY�A, P.aLr3:LtONS CONNECTION VAL1G k'a?,.. f uq-� j ,; "'"". �.:" .r ` s� __'r '-•9_ HatS'g^�.'..�s; ce/a/xaza HALL tsOUN)1 D, T tAPPEC4 U(1NfF0.AND BUILD OUT 5!��!FT£TSa � fir 7 �;� � �� ����kw� Inc. � oerF ar +' � r+mt x s t r a tcwno coMraNr EXPERT SNU TM SERVICES INC. Q,^.gNr6: Y»{:tTY+ 71T1F1S:2.u1W 3.DETERhP17ED BY SPAM 4TfTERINfERMEDIATE LOADS MAY Bc 4G8, vl JM 340 ' 7 STATE OF � / ,_, �r� m>r_,e,r aasrc s* weae tz stsa# 20-OBA .. PMTION BETWEEN END VALUES.; y9Q': F - tviV e.-oaaaro ",6" ow tu-*m,.fmf7 letr.:sso °ryrmw w .c �aFID t MAMA A.nur�:PE. ���+��'� •.. �.�bE:SEkt/6fCNA7UREJDA7F` Ft,r>i+ars:uc{.1ta7 o n>.. In 9- ob. sxErr 15 ora6 MAX ANC'Okg SPACING SCHEDULE ya FORA GIVEN PRODUCT i .ouNTiNG'tYA ,W/3f8"O KWIK BOLfi3 ANCHORS TQ POURED CONCRETE WALL A.S.D:DESIGN.PRESSURE RAM0.&SLAT SPAN RANGE't 1I46ALL MOUNT 'SLAT SPAN RANGE.' PIRMSURE wzla�r a'-a•t > a'-s•t < >S•4 t ; , > 6•=7't >'7`-9 ` > :a'-1,6't > i 6•-20"t ._____.�....._ .. .�... ..,.._., ...,,.,.,. _._,,....;, .. .. .:_..._.._ _....,,.. ,� �.wc...... Ro g 6 s,5t 2 $/S. .. SPA .SE.AT SPAN OR A I AT tmo >to -f20 s" n g _ __ __..._..� PRESSGWEN URE RAT1 GGSN.Af_: >t2t tag g' 7 - ., T n at-t c 9" _ _ SPAN 1?~iC!WED ON SLAT € T SPAN [3I FitdL7l�d z'ERFORMANCE"HART ON "MAPPED MOUNT nA � SHEET 15. SAT SPA14 R 4GE y R.4"S dt? a'—a't > 9 6`t I S 6 t >6'-7' > > 7'-9't }:9 P :'"�. > 12.—W t > 16'-2a"t w ^' o ._ _ .__ ....... >B 4 9. 3 ...,.Q 9... 9 .... ... ., � __ ..9 _ >2t to .. -. 5 3Usi_t;�C lj (110JP�T W 1:ASW; - .. 5 7 n .• r -.o � > (e '`j"'.G.- E. rt___fc6 .r t E i E rE .i t6 t iE' {�,.i s Fj E4 77 :S 5�•, 4. �, J 1 .1< a F a I 3 # a n f q 9.. 3 € t e n y 7 ' .5 5,8 y ,....:t 5 a 5 5 p _ _ e _.i. ..._ ...._.,. I.. ..... .._. .:._.. ,,4.. >6F 30 9 @ 3 t 9 m e bS 3 I, a n y 4 t x c 3 6 F j n f r> tr �f fs 3 t�4 c 'a13 � j8 ,J SI F' >tati 26 9 y 9 o P r;�a 7 .�. >ta:-tso g yn 9» 8" o' 6 7- ,4', liltfi laairi/ rt 0 8,U'+I v ' 1r 4 c ccity Hurri"a 7nnr`' t ....W..». �s :.W, ,....K. F m t r JE c otl y t` v e e i s u Arss as nar 'EXP€PT SMIJiTER 5£RVdER iNC. Jj' ,p�7✓�y:,;> tx,x.ee sax w ,fret s .ic, xx b6L 5'Y k1t Nt4&G$1'3trL e• T�'�S r , tsar.yc rcae*s tt it ss�ea2o E�6C �. A maC.k-'3.MF7CA atdCkB 3CC ti7-D'6.6sq 7] b7i• p tlC4VA1iC Ne . .,`�l."' �L�rt9.� �p`a�•�•• +.�..tJ:tF t,tz„ts .5r'b'.,�:': ..:a mncet�"r. u.s ay. ,,rc m+a: Kurz µ CIA}6..At�CHt)R` SPACIN a+ F{Edat Vb; Foot ,GivV 43 S1�i�1TTEA.MCtj+t�`It�O TYP tf1�1stI&d�"C'1€'CON X d CHty�''iS TC1 f t766R`E6C646P.ETE WALL W AAS<M DESIGN LOAD&: 8PAt4 GE?. AM , • :D''»4' f. 6'^7'S 7 g`i.:,, �.$,—+2:' •> S "_Ffi7`f.> 16',+2fY.'f !Ltt>4X.ts` 1 ,ei ao s s x a r s s ,ot�# Cx5 a E" I4 :. • E, 3 Ufa , t 3 7 4 t 2 a_L t ��7 }Y�VAX_SLAJ SPANFM R QI<Q 9 r z 3 3 fq 's 3i j _, A s.o. ES L EEv rtr.X. c g F•• SLAT SPAN €WCATED ON SU1; PERFORMANCE 0AART ' ON SHEET 1S. �» •C 4 } ` 1^I `r "i - P.k^�..�n7a Pi q 3, ....... 15 jjj� 4._�.$.�_....�.�.,'�`'...,,«.�.�"....<,.........»,.�»..�...,.-,...... Ste-...,.-....»,���.�} ..w �3.i +€"........ .,d.,..,,....w.. ..,......d.� r-04.0-C)UT,MOUNT . 3 4't �Yy1.s s 7�,z=,iu.'?•'-:K[<ura�<u ct{c. nis_',�. _xL�bF6,x.'-_-.-.+d t cat5E`-..�..:httttip..�,...,._ ....�r�=»r.f_-� 4 stij� C3f r 4�.6If.„•»;..,`Gi s�f 2 y�4.�GE9t�w/,t-.a p""`.�!.rzz t�4..nc,..r.�f»�y� E , y.� '�y,^•�RY�>Fw Se&mi.f.4..�w.,r.3:.,,k6e.'ca.�j a.,.ra-_-.....�re.rs�rJ� .i0�.r 3tl�FL+}as.�KrK 3914_+i 7 i.Ek.(C,-•.+��+tP S53N'tY^ 1 1.-R2.r..En 46 4�edfi.`a1 //3m2 27� tk 5 f W _sA l Sj r a 1,,Z. 3f4 4 1,2,R l t Sf . . 3 3 3f a i s 4 1rr I d t a t'A3 ' ,FPTPYN 51CAl�a6AA S ��lEt:a»,W. wi6'a^>, _Pa L^'a!'9 3cJe°�akR£�ta?S?nr� FtEoW. T�S:, s_ r rry z e3'9ffd.i�tEyM bL H�o3'ttl9tDmr�EAea4A,2+WWut I}7Nar„Cc*7O ;+aPNYqn.o' Z n6} 1110 _N C.kSHE ER i 4'l%aCS"PGw�, 20-064 till, iY 630yeD p N 3 f E ;g1 '• ., M M.ANCHORS SPACW0::SCt EDULE Vb_ FOR A GIt/ 4E 4?ROOW T DAC�t1t�l71tVG Tlf'E W "�!t8"QJ TAPCON XL ANCHORS To GROUT FILLED CELL CONGR�TE BL OCK tijItALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t OEM - stn s� warsc� a NG o'-a't > a'-5 t >s-s't s i. Y s'f;- >s fa"t > tie'-ts't > >s'-2V t RnM6l: s:30.0 $" $" $g g g 8 6" - 4 1f2" .. ,_._..w....:.. .......__.....__ .._.W__w_ ij2 ^—� >8ti so g g 7 e/2` 7 .... _5 1/2 .. M SPAN FOR I i >a,-tvs & B. ij 4 T� _ GrVEV 5D DES+t;Ai >to8 ,70 g 7 1/' 6 s PRESSURE RATING SKALE, >,zt Lac g 6 5 { V EXCEED V X.SLAT 1 T - _._ .. d - S :ri g _ RF INDICATE t3 7" � P"cRFQR?.+Ai10E CiiPR1 ON l 9 I,_SP 4 C3 Et�lIT4UN SHEET 15. 1 TPR,4FPM f10UNT KAX F S D. S1 i7$""PAN GRANGE PRESS[s�scri 3 RATMu-tE o'-a't s 4'-6't 5'-r"f 'K:�-7.t . .5 7-9't >9'--ta'1 > 12'-16't . > 16'-20't RAND(paty + sv.o 5..,. 6.. 6 >3t ao ........... .......b" , 6- ..,.G..... k," b 8" 4 1/Z" - 1/Z 06-120 6 8 1j2 4 C 1/2 6. _. ..... 1 1!� 3:.3�� ... -..... I > 6,-6'TRANGE- S7"s, a 7 1 t .:EA ».»....,.e ..... ,.."....... ..»...�..,«."" !E� # s f f IEj t 11 11 s a. (E_ r 3u v o 6 .. 6 8 # S 6 t 6 EE 6 6 6 G E 6 4: 44 1 2 1 i >31 d0 6 b b fa 6 6 6 .� 6 _6. ... 6 .6 &`_,. F e " /2 4. } T 4 ( , >a, 0. 6 1/z a 1J2 n >8 —Ov ,:�--_L_ 5 ,._ _..... ✓~ 6 5 I/2' 5 1/2. 5'/2.(4..�1/2>al to5 6 - E 6 E 6 5 1/2 5 1/2 6 1/2 4 t%2 3 3/4y S/4 " ttt 41/2a 1/2 J-3f4 - - jgg _ _.. .. ........ ._ W. _ 1 ! ���°�"� ��,- � .a4±;,T,...•..w, ,....., FL9RCca.."„_� .....-.%�CnH€•e:,Cs1�(km° FSieki'1e:la�ity gurri:❑n., Zenny r� „El`o E .3�'4„� ytt� f p � r _. __ _.._ _. � !� �•rY g,��F�M,M' �y� �4F.3Ye {i ,, xTEu .S,Sytg�ex'SystOat- oslDAM i xtmt t's:t MAING cowrnar EXPERT SH€y1TE a SER4�ICES jflIG, �✓ aTw�tl.ei,.we:�..ti%x maw n.�a+ee btu S.W.P!HCiNCE+.Z CRP , 24-064 . �'o $I'A�t(S� '2'�✓ � " j nbd.rteosS+T+._aec t +mee++-+air . i� k` .t a—mtki"^lAj/aliFital s.K�m (4?"SP:WC# EY.SF9 omwimo M. 3 OC�G),Si iNaaEt Z� ?�'6.W!da.ill 7$:fl'11�f1G1Q .. n ae,v.t �am+na. �. . .FIC+�!�Us �t+S7 -.ar.,r.my .. swsr.taor.zs 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 P.OURED 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 PRESSURE 0'-4' > 4'-5 > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16 > 16'-20' RATINIG ---_. --.._._. __ �T ___ f—..___—,__—,_.. __. ------------._..�.----- ---._..— —_... (p'/) Vx_ Vy Vx Vy Vx ! Vyw VxJy Vx Vy � Vx Vy Vx Vy Vx Vy <_ G 01`0� 60 0 7� 165 90 238 105 42.1 135 594 180 999 240 1390 300 t .:... _.. ._.. _ . ..._ i... _ ..._ a. .. ...._ >31 40 10 80 10 100 386 j 120 440 140 398. 180 823 L40 � 1.328 320 182.E � 400 _ .._— .-- I. p �r I 60 i 124 2 90 150 794 8 �9 G I 708 t70 t 1 1 360 1962 480 2553 582 , >61-80 i0 160 6i6 200 67 240 796 1280 1007 360 1695 480 2422 � 600 2547 596 f_ . _ ___ 81 105 123 210 550 263 r11 315 ' 1142 368 13T1 473 200� 5�1 2492 c�38 — — _. 1....- L14 - 31' 2'F0 /28 300 881 ! 360 1345 4ZC 1587 540 2112 640^_ — _ f , .552 280 960 350 T003 420 1612 490 186� 663 2039 635 .._ _.0 781 320 _1 186 400 1322 480 1 bs✓33 60 1740 640 — — { — I + NOTE: € aLn— PAU-D rrlUtY. 01 . I.SHALL BE THE RESPONISInILlTY OF THE CONTRACTOR OR I PERTAIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND`j FORCES IN POUNDS PER . UNIT FOOT OF SHUTTER HEIGHT AT BOTH.AIMS. SEE THIS SHEET FOR Vx&Vy VALUES, Vy SIDE RAIL,...,. ('—'f"_..Vx i � �� t/•. ,.tgUSji�i'�t{i F! /r F omcd k 6U"t mz FYrh Pefeci'.y Hurric re 7zrte_!_ s.i,- • `�: PattiegSdxaaer0sta�a7 ue/e—/zo-:e_I tl 'Y 15dC. EXPERT �.(��P�p`�p SERVICES. CATC : • "" ° ' T7t111'T[g PtYG•@'Gk,1NiC.71NG CONV/JiY PERT SHUTTER SERVICES. NC, »"" 7ti: ,r`/r""wt.Y ';a .x.u..rw n yr tas:.• t'+wrn n ssea •4G9 50 tW±Rr.�tt QfiNf" f '^ tr�Lw+taR s �mun-tst wo N 20 06t{ Gam• STRYE Gt ��� ! xa ec°ueu eam p6�,i >ia wu a`w u)nrs croo oaawu+e No— c u a�eata r!} �(,�Rl� ♦ ..... SS?L'fER P:[, .+r'..P.C. rriyF�a '- C��YM1".'tr:'5f.115#S{aATUREJtBATer. tu+t++tPA 4 u1e7 i oa,,.w,•. . a_.. , sNecr ts• :s° LxtT 3 d PkFcCL<CN T 9 * G :tt idt Y VAUD F991, S.IPI Sias 1 F+Rk4Rdt CffAKT �44tli' VALID FOR i14"&l.d�1' MAXIMUM SLAT SPAN AND MINIMUM PA 7St5N TC?G�A$�r FOR li ,GIVEN WOOD GRATE A.S.Q.' ..SIGN PRESSURE RAI ING'( SLAT •!.ta tY aer:Mt +,#' RATN,{p.ahANVFR a[.�c'r�sOUNT F0RAa*TVMkk�z i:,r�.gp. .'u4irR akwt�€:-z,K3H���n�Pa�'s�c'.c�cr�nnuurea�€aitr�lt=tR� ,,'EI :JWA143 PFtOBCtCT.E�4CftE :taA - F{" FRA WALLS. c, r4T t rias 4� za��' g gTo.w .S PER DEIAM 2 amew P�skr€tr izc s v a ss rr pL per At SP iaw WF Z"x4"5TUd1S::AS REF i;e1 R7[t3t 5 Q?r Ci£fA l t.- ..�:W...:.,... tkt� sx v+�ta�rarr its; ia�*�t:fhur �wsasB�6t tiao.taa ire CkAkf Bbi p CHART ICl 4 HRF?'f tl _ AR7 ZIc1 . e�ax x cm.. '' wsc me mm mxw /`0 Wool) GRADE D>^S m PO&I E t PC�,Stif F.SSU 't5't/.- €' -t+ur_ ?/ik�aT EMiaS =Z' n rash.�R A.&&M VA s A.=VV VAX wrt ll s:tb- -'"--* (p f.tsxE sa+s7: ,•. wa6ac * r: a uu t _ a rts , c sue#z w� FaAFxa pYYYy } 1=—^— 'YE C7 F C. 31 A-x.(b htr s?t! r r+^``"�r TL g..ES 1^e•`xF C'NE§�L 4 ±�� S ' n t tTr`.�: .i e D<"..a.1'i'Fd - r ^k'�F,'d ' .551 6`tJ Sr:Sr'if�`e:FhS Eh 3Fv YEl$iR$ B� ?�S+-6 At?�+-Csdr t + m k;raxS)=��-T'�ti)r wf"�s k.1 �^c4�•-5. a.xts&;aae CS. 5 z I s x t �< p• i; t P, � E c gg n-a P a it +--- '{,}� f 'te`a 4 r c _r:r�'C # ; tf�t d t tU PflE'a* SL'sr a x Lk C-i 3 P„Lk)dO v"a�it STL' t,�'sA.m P-R € MAXIMUM A {'DES,-,rst za'as"+'x I a t7s�0 fESa XiCr-e.Cir,s3`�r:L'.;�,,".'r SaSt—O.'..dCaaF�x�}� .;.�;c t .�a % "YF �Y3+I ! •;t -as rvea:r c�x rrn 3s'�tr fSN,L atie+try LW w Wv'F + a aTE.� t 5. t 7��t^F [FCf TsC7td As.a u�r uat��, :. t d �L� EEL "��f} a rt q UN 4e -1 2 f 10 W.14� .TQ 6 gg $ t. 1D FG2`SOUTrE"fit et.ir (asa5. 1 - - ...:".. _.....,....�____.............._..,: ' { rz: , ... �_._.:.. ...,.. -:...:....;.f. i - s g?. aE m�;rs s€�Facr aE�s#drra t &L 5k, t7 #' Y3 ivYe+4Y'"4 4 ":q a a S,�»' »'s=,� •ta.w - '7" n dtr W-Ax, ScAl VAY'K I, ff, t a rs tijd°"ft;Fe spot °Ew A J,t.Gitz r WA.,. E. +.f6 " - �' .�`� .t?tP..a„i§,.,,1. E,:.G.6LT. c7.�t WY � z:.,.v ..c: rz rs ,i,"t��'G3�,...�f .�Ei`.ts�i..• rr"oro. wHAFMP Z)LE FEe".t 4I£E:::?Aw 0m L mg or t r4(fi � f P fi S L IF €Y S„ .,,—JA)_L BE 3g, ceg�+^ r� Tq. ltf� '«;i"A� ¢ 'Nae H:,�Is e.atocf€p Aui rto�9e 4ar;as) 'k,".£P k Are. A �.x x EXPERT a^. F rrfilslov:" ,,:.. wha m"...... .. tP S*j.:.k's ' a .F>i.i,6;•Pc'�• d'"C3�iticL4\Yt4 C' `.. CaTF -+ ' a+ Y+ sa.f"' r.:,u s c-triGS sv .r..at i,w" 94GNL jai x s x�m cF tray asycv 06d .�* f` vx a xu u �a xs,r Sw wtucP on PNA 20— ��'�i"(ctar" � � :xcnr 20 � �G` `��it?t1' �.s s€1 rGPcwct}�elws : rus, r i z� A xa u as anAwNc -.. ,MAX ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN PRC)DUCT MOUNTING TYPE,WOOD GRADE A.S.D.DESIGN PRESSURE RATINPa(psf)AND SLAT SPAN RANGE WALL MOUNT&BOILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT Tdj't V-WOOD STUD WITH MINIMUM 1/2"PLYWOOD SSE 0FrA[L;1 ON SHEET 201 (SEE DETAIL 2 ON SHEET20V oFsich SLAT SPAN MGM r SLAT SPAN RANG£ WOOD•GFtat7t u€ WOOD GRAD.. :;�'f.,o �,7 P c C -- - =rY;_t i soum"'t.n' f''F: t »_ C. _. 8 ........ _ _ {EEr CGJCL»_ 1r a D,J6A5—SIR r -- —- �K nCE t BUILD-OUT MOUNT TO 2"W WOOD STUD VATl-i i<U MUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEEI 201 SAT 5P>g4 RAIN GE _ I ! Wt`€t^, ��:4rJr I t z"'S1dFE 1 j..c'� � -c ' I r � 8"^•» -�i" >°�D F7 3° 41/2" »� € d € c f; 7 . I .emu.. t e i � fir",,,,„,.��'td � ''.<.�.._..,�'',. y .... ��„cr..� �.W ...,,- Cw,.� fsa' � �a � sr� .• ,f� t17� •+" _*_' r d.! > �• 1 Y w '� L I� X�, @ '".f�F�a gg w-a. A VE iN A. D y e 4 'C t t z, f s -i i ..». . .�._...-• - kUL 4EE Apre f Ttit!1 Y'$TN d L''•4 t¢E113t2 .� A4'.. &f+. G'-R �.:HUIiGK 3»tYV 4t" IIVt+. 7Rti 1 1u:Gr E t D ] S11z'r ": r ` Ga? ww sx.s c ,;.,: s s rt bsn s rr wfzic now ux v hest� z� Gar ZO-064 �c ��2tAe�r Q PT5 C1ty �{Un 57A E.l'F ��tcsran,ta• r ar xut+€;t- crtnwtvo nn 1�., Yip-M..c,tzc ura evi�sc «ar xn asanv� . rozr I TABLE 1 MAX.ALLOWABLE:STORM BAR SPAN,(ft)'FOR.A GIVEN A.S.D. DESIGN LOAD(p.s.f.);&A GIVEN STORM BAR SPACING(ft)'* - aSJX STORM BAR SPACING (FT) DESIGN PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 6' 6.667' 3010 11 0" 11 o" i 11'-0, 1 -0 1 t 0" 71.-n" I 11'-0" 11'-0' 11 u 11'-V" Tt;5 REGION 15 ONLY VALID FOR INSTALLATIONS _. t C G 1 I r W/ ` OR MORE STOW 11 RS PER SF UTTER_ 4U 1} L .I....0 }.. 1t 0 t1 a ti G 11 u n ',1 0 __. _ r 450 + o., I+ 0 t 7'-J „ 0 I 71 u 7' n 1+ �.: 0„ ; O" .._ .. -...__ . _ _ _ .--_ - - - - -- - - I 50 Q ( 1 0 1 t 1 -C 1' n' +1 l" 1 i } U ) 11 Q t Th S P G,ON IS ONLY VALID FOR IN Th1 iAT10hS .......... 2 GR MORE STORM BARS PER SHutiER. 7 _ _,__ _,........._. 0 _ _. t I 0 I , — 1 I J 1 G t 7 1 u -'1 -()" 1 V ...0 k . t --700 I i?'-ii" ( o „` 1 .0 I . .' .-u -- t I I _0 11 6 11..._0- * _..... tt --- 77 0 +1'-0 I ..t'1_-Cr t 1 -0" r..... ..... ..t.. .._ __-...._.. ..._.._I_.__,,....., .__.. - c -- .... ..... _....,. ... ,.. . -..«.n 80.0 � �1 I 11 -0 � i ) t _r � t1 __0" 11 0 11' 1) W-10 ' i I 85.0 1 u 11 _U 1..._.90 0 1 C G _ --- _ _. ! t - 85 0 C" +t ! 1 t C E 1,-0-.., 1 1 _ _ 100.6 I 1 tj' 1 0 11 u 11 0 t 0 !I! 105D t r !�. tt t t}0G n t ..1 -0 i 0 1 10' } I t15 G 71 C 11 C r t 11 C ( !! ! 1200 0 I _ } 125 1 t, - n -1� _..__ E rr i 14U£ 1} {] 11 ?i U ... .. _.,,._ .............. ,,. 145,C 1 0" i'-�' 10 1 - !., _ ! _._.. _ �., 1} -0 _ - I _ � -.._.. ...... _. _. —..__.._._..�� ........... " MEASURED IN R I'rEE C fr ER LINES rr TORM BARS In 1 �gtl}F}�itt�t o, "LC:s?4'vtln r L t' t !ir; d' a: Nu•n c-.. I t.a OR. FROM TIF SI Z F I ti; CENIEAR OF STORM FAIR. z Vr C" n t8..T 'Y I ��ti+ q+ �II p.✓a4N�r11,� r 1 :':r..,�--- ._.='- E ' ➢ j tp Id'i r ml.,fler s sr m a EXPERT IsH:1Ti6P SERY.1C€S-INC. •�✓ _,G�•'Z.e'� n.- a s s cx vss,sn u t ur.? @53'Ah uax; O,+rt[ , ' s, ,(/ .;,� �c:�n Istc.m >xx4".aw, 20-G64 '.• TA1 R �! A6FT'$" LCCrC,FL aa4L� DRAWWO I,a 7tt,4C7+] .... tidti) R236 rhY'{rl2}a>�=44RT! . -----'" am ar;,ax zxxa•. .our , sck+urt'/ 4tE ,. $1,eer u Drxe f , �' _ TABLEZ TABLE 3 'REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 8) FOR A GIVEN A.S.D.DESIGN LOAD.(p.al),&STORM BAR SPACING (ft) SECTION S1-St(SHEET S):FOR A GIVEN A.S.D.'DESIGN LOAD(p•a.t:),''&;STORM BAR SPACING (ft},. . STORM BAR SPACING°a"(FT) STORM BAR SPACING°a°(rT) 2' 266T 3' 35' 4' 4.5' 3' 515' 6' 8.68T 2' 266T 3' 3.5' 4' 45' 5' S. 6.667' !ElSI _A,BC;D k,BC,D, 0.B,C�p_ _A,B,C�D...__h&C;D. A,B�C�p -I 0.BrC,D, 8C,D hEl 0 ABCU.,.. :TD.1 A.D.C,D ,_,AB,CD 0.A;CR hB,C.D A,B 0 A,B C,D A,Bw„C.D,_, t?�B C_,_;»_ A,B,C A,B,c j 3Fefi., _f4@ C D A B C D h A,C�D„�_A DrC A�B,C D 6 C D A B,C�R A,D C,D A,B C D F3,C 0 � �V ,_ , ..„.,„..,. _ L ......,.._+.._. .r_.... ..L ._. ;334 A H C D ABsp.._ _R 8 C-I1 hAC�O B CA„ ABC,,,,_ A B,C,..: BBC A @ A. B,C hiB A B,C A,A,C,D k8 CsQ A.B C A B 6 ALB 45A �i,BC 0 FB Cp B,C,D A,3,CA,,,�AB.0 D A•B C D L A,B,_D. AB.C,D_ .LE.0 .45.4 A_81C,6 ALB CA A.B,C,D _A,S,C _r@;C _ DaC A A A _. _..____ _:.. _ A.B,_C I R 3 C, AD_..,,D 0.8 C D A9,Ctr, �...A B r € 50.4 A E C D c. F,B,C,D-- R.9;C,C ABC AB,C _ A A _ A _ A _AB^,G _A9_D I RB.0 .f...Vic # ?' .0..,. i@(% A.&GD ..._�._.. ,...Y6C._..........a__ i _.�� .,._ _I a -w3}.-.A...... i A _ _ {i ji{ U__1 A D C,D ABC f.... loBzC _._A$_. ...... ¢,eA T A.DCG pU. D A°,CD y�,C D l'BCO l..9,C,U o.f�C LB,C.. 'S�'... .�...:a q `650 1 Ca ..A"lq: „t._f�.6.C. ... h ... _ � Fj t .... A.... 3i g t1 ». s— ... i ,.r 1 C..700 X AErD RB.0 n,..� A,B,C,.D AUar D_._. A.B.CD ` 0.EC a.BC 0.B- AB A i ^0.0 AB D A,9C_ �_._.....'4.B < .A €. ti ...� ..A... .. �.._. .,... .,. t ._ _._ _ LB_C D Af3..D Afi C O I .ti,B,C A 9 .. A {. A 3 rr-li A E C,D IyD C A A VA. r A » A R 1.. r,0A f.9rb_ hB.CU E A,B,C D_ A9rC,D...._.A,EC_..( ..3@�� x.D�__- ....A_ f.....A_... A 1 C: i 3 ESD.. BCD .. Aa,CD ,n,BCD .,hBCD _.h,B,CL.D. A.... A A BG.O ABC A�_ __. _.. A .._ .._.. -�._.. . ._ t 1 30A F PBCD ( ABCU ,4,8 v ,9C AEC A,3,G r A .. E A, ,4 A,Br.». ?.. ...^A _r A .- »I B�D,_�... _...,..__ ...k... ....a..._ 8.4 FBC A.... . .., a A .... A. ....n LL '{ # €j 7...iL`30 t9CU E ^J.CO f DCD 1 @C .!. S,9C r 4 A 1 A�[ A 3+ i�6j FII A: .. 1.. j{ .p I t050 PBCG AArCD i ABC r ABC 4 AB A A. A A_ . 'A _...1 1050 A P € t _,.9C ..... .0 i, ...A i ...A.... A.. AW h 11' ..!i. Ilf i100 A A f ..aiSA .., BCD �...A•9r. D E""A,�9C { ,ABC 1 A. !......... f1S.o 0._ fi ... .. A_ I. �. _.... .... i 1 Imo 0.@CD ..A.9C, 1-A_,�BG ..E8_ _A. A ' A.,, A A R i44.o A A I .. ` ... .11.46 ABCD A,B ; AtlC A,. A.. r A. I A.. A..... k. _ A iZ_8.0 A. A A .F .. .A..... !^...,. ....,?. 13U4 r. A ty:.tl ,,AB.C,D {...BC (.:_AB,C. A A ._„.._....A_.._F.. A A....... A - _i._� ._-{ .,;...,. ..0.. ._ .... ...._._ .. ..... _..._..._t .. 3SA A A A ! -....... !!O.G A.B Jl BCY8 A R A '_'_'_'-" .. ,...... ... - _...,. _.. _. L. .. I _ A .P.. r. A _ ..J ' 145.0 { A,.4,C 0 Er j A, _.A_ { A.:. A E A A............i ..._.... f4n,0 k.:.. 1.r00 ) A,ECD AEC A A f A r A..., ..... f`w1.0 A l h I .. ... ..... ..a C 1534 I S(f n„B 1 A A 4 A A A .. { ( j .......{ F j ... I A• ,...,.s.. A �-�Y..f.�.T»� i1�.D� h ANCHORS TYPE LEGEND A ')16'L CARSON STEEL K1r`IK BOLT TZ 'EAPAStiSIGN ANCHOR VI/2 1/2' Min. 5M9E+MEf4T'*& 5" MJn. THICK POURED CpiaCFFE2 (cc = 3000 psi) - B ::/b"sxt 1/4' POWERS CALK-IN ANCHORS #/_ 1 1/4•" Min. EMBEDMENT`TO POURED 'COt4fkETE We = 3006 psi) & 3/8"a-16 -yAcHiHE SCREWS .G'. a/4"cx3j4" ALL POINTS SOLID-SET AN CkigPS W/ 7/6' Min. EM6EDMENT*TO Po,Ko CONCRETE (f'c = 3000 psi) P,c. r�}C11itIiJjJ{04, 18-5 STPoNLESS S1EE_ MXHiNE ; ��`` ,F",t'+; .l /r .v.CFI e :). ^f �".('' n 3Lmr, Yn;e:iiy St._•.---.-.�..__,.._^_.rrieann Z,:^:)'•I G [ ` E •��`'",���.izp 7 a,. tlr�'� "um /UUILDEA TAPCOh ANCHORS W/ `------'—.... 1/4 Min D.BKDMEN'T�TO POURED . = �Q,r}Q') 4f B C .l� ,'a.. �F-argSsr.tT6orSy+stc i oe/a/aotc r XAM. (f o = 2809 psi) EXPERT.SHUTTER SERVICES.,INC. oArE 8 4PAWY S o' STAT en w xw of u� rase E8D a at{'<'MO C bRiYF E OF 7.�i"'F..t`/' ram+ i.oc�b -tss� r Gig.ssrDRT i.8 '20-06d 'E�BEGAft+T IS BEYOND ANY FLOOR/CEILING FINISH :�' e aL a- s.bie tidue+m pnmra ie 3 xis v rv�s 4J oaa DROINo rw $mac'•. 1ORh7P kla a-cxcrtfl er an 0 SCHEDULE la FLOOR TO CEILING(TRAPPED)MOUNTING SCHEDULE 2a MAX. SPAN(ftl.FOR END.AND INTERIOR MULLIONS FOR A GIVEN. WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(p.s.f,) &'A MAX MULLION SPAN(FTC FOR END AND INTERIOR MULLIONS FOR A GIVEN A:S D SPACING(ft) DESIGN PRESSURE RATING(P.S.F.) & A MAX.MULLION SPACING(FT)', MAXIMUM MULLION SPAN ffi MAXIMUM MULLION SPAN(Fri ti-D- om ©4'xS'x1/4"MULLION G1 4"x8"xS/4"MULLION »`Y77tiid•THICI( `$FLANGE)[tcllUG(d L•)oov' n WL Ei7YtlOPt �, (� yK "�£"x1/4"MULLION Gt 4'x8"x1/4"MULLIONG-4`it7''t 4 tu"uK LStliG,4 ZPACMI" 6 AL" P.��fr hd tJ lt3 A (ltt ;�i r�rf i +T'oa Nrxt oM 11 „, :rx on .���t n x (. 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ALLOWAGL��5T SPAN FOR THAT A.S.D.DESSi3 v PRF.SSIJPEP,7 N E XC•c.. i.Cx SHA-LL NOT 8�E..",F.._CEt7. t MIJLLION ORIEWA�ION iS AS SEEN FROM?TAiE.OUTSIDE(CXTEF.t4C)R}'+`F.agOD,UCT, c f ti' END MULLION --t} i wit o INTERIOR MULLION Tip. +;.r ij .._.�....""__".._.,.. _ _ _ �LrA ,iitlu tt 7: tNcn Fi fit Vel: ty tlttnr:tin•. nne). on �_a ti I '.i'u. 1s.t ,r y: r IVILALION SPACNG."S" h ) ,Y �_.".._ .____.....,..._ ST?luF M11F'k M NG 4..EI°GINEERI4G COMPANY EXPERTSHUTTER SERVICES. esb wre rwsn,. .ps,u 't1@9 S ik-MMi'HGR ORrvf 20 06'': i� tC l� 'S" � �' s•mul'a:t•2rmoomc°m PORT$k WpF R S/9ed .. 6Rxi'e7WNo � (� �UI� \ >, tx;-40GE7i9 fN:tuis teoYa}t-tc7e nr�pru err-ukw ��i/�,�-' -� �•� , � �Y h'flllrt Jr.P£ aavm° me - omlm. ram .. miw . .. ''ail�S/UF�?�k- ,�t�`.�,r:: st�+�j� nuae/uAt�''.. :. eu'�i`azr.iu.d 4a,w �rw�., .:t'► �wEc�sa G�re :.' 1 .. .. :;. . . .. CF{ ,ULE.2b..,. .. - Q OElLiNC�3'k A:PPEbF1Lt(OUNTING I�lAX SPAN:'lfti FOR END AND I[17mj i t'U11lONS FOR`A'GNEN, ,WALi,iROUNTI,�IG MA% SPAN WTi FOR MAN 3ItURiOR MULLIONS FQR AGlVE4t"D lL& DESIGN PRESSUY�F.,�,4jINC(DsL1.8 Al2'-0°MAX:MULLI6NSPAGFNGTf11• - P1ESlGN PRESSURE RATINGt7?.5P1.&'.�.'�13'-O"MAX:"MUWON SPACiNG-Yf . .MAXIMUM MULLION SPAN(FTL'. MMMUM MULLION SPA{i!¢T) 'YAS•. - _ asp caan . eaL'x r. ©4'x8xlM"MULLION. THICK C ON P.a+A� ` `_ 6mrA't7N it - 03t£rfOt13CN✓'2 -'Git T+TRTiC.7 kt�. rntlENTanOri OreY:Tar4•i;•irl 1 ORffxrA?roN$2 0) (P-4 �OFt+ncranoN Pl ow'eNrAnON.ia ) r�(y ryTaru;N, 7 - ofLENrA:rJit:dx_.,�(�} '0.9rrNra770N/7 . .: .D3D.. WiSi :E}1t5 1MEFi;6h1: ENT, INIFRIOR END INfEh9;1Fl '-• Ltltit` .END .�WTERIOR :70 INTERIOR END iNTtnp .L'"iD i RCrE4OR END - •UIYCRritR '"E'NU' INTERIOR 0 5'-9 11'-6• 9�9 12'-G' C2 .. 12'-6" +0 7' 12 & )..... ,_12• • 374D 12-,D„ FO J•..,, 10 4 _12'-fi Afl I -'tl,. a,2 iD`-11' B' 2 lY"-d i2 k: ++ 71" 10-0•~ry.µit 8 "'6j-+F 12-s•��».. { a12'0` 4 Wi.. 7P -_:.1-...D-5. �7.-57' 71, d. !.177 4..__.....9.'6. .. 72 b „ :., !r,-jD....... ...g,.7•.. ..+4..-6' 4Aa. 1'.D'',.. d' 9 4___. S-5,.... 10 € 8 4 7- to f? t 10 11 9-1 12" d „§,:ry.wr B-0 12 s 45.D 12-0',,,. ': @ 3 70 1 8 4 12`-0 §0 1' f^0 1 6-7' 9 9 t .S `-1 70 ,)FT- 72 Sa' 9' e ! 1Y - ' (...'.. ,.5 -... .! 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K 3. �. �b•._9 ... ._..W .'.. � 1 F �' i , 3 t 3 o Y 12 4'. .IILS;,4i.� i ��• zr c. 21.'-- t I n r !.*t37FW',,,_v.,T^.�y. �r`!•sr_ Ob L ' t.3 n-+1L1ON SPhC!'.3 8 s At1.,RTIO i• a 1 `{G''+� O rGlr}kr.rr r+cC,s}/77..11T"ff Cf;k SAAN�'.�Y?' AND R INTERIOR NIULLIpNC F'7'� 4VALl MOt1NTED MhY,_SF N Si.Fr1P FND a fISI'ERiOR Ml1ll*!,t.7 f'O5i A f`P�N LQJ'_N FRCSSL�E,F Ti -iyA`tQ F.^�R 1 r�I. u-� ctCtTON SPACING .3�. F - 'iq.StYlUt tvt fJULL O d SPAR (FT) �.- i f!Ul.IONS -mil.W 'F`1 '°K- r ih x4 C 1 K)j G+ 4 x8 xfdi TNGr"\ G7 T 7 xiW TH!CY. S D 9 { t„, ! `r`r sa carp Drw m rtxxt 3 tJG" kULLr'Nf F .;. 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