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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 in fit - poineso &ProwI► . - , � .. Ui BCIS Home Log In User Registration f Hot Topics Submit Surcharge I Stats&Facts Publications Contact Us �,BCIS Site Map t Links Search bProduct Approval a '.USER:Public User= r Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL5790-1112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-'Hardcopy Received Florida Engineer or Architect Name who developed Trevor Johnson the Evaluation Report Florida License PE-65624 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL5790 R12 COI CertificationOfIndeoendenceSS.adf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2002 ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-1996 2002 ASTM E-330 2002 TAS 201 202 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/Pi_app_dtl.aspx?param=wGEVXQwtDgtDmAG7pnm... 10/23/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/09/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 5790.1 58mm Bertha End Retention/Non- Roll Shutter System(includes View Port Option) Retention Roll Shutter System(Non- HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ:No FL5790 R12 II InstallationInstructionsSS.Ddf Approved for use outside HVHZ:Yes Verified By:Trevor Johnson,P.E.PE-65624 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:This product shall not be Installed within High FL5790 R12 AE EvaluationRepo rtSS.Ddf Velocity Hurricane Zone.For design loads and spans refer to Created by Independent Third Party:Yes engineered drawings(installation instructions). Back Next Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine.If you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: —mak M �GFedif Ca`id� Safe, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDmAG7pmn... 10/23/2018 EeaL�Dr�sLym aalylASwN 1 'TIWENG@lEER1NC',LLC 1LR4•NV-CONTROL DF THE MANUFACTURING.PERFORMANCE,OR INSTALLATION'OF THIS PRODUCT.THESE GENERIC PLANS FENESTRATION TESTING--AABORATORY,'INC. WERE ENGWEERCDIN ACCORDANCE WITH ACCEPTED ENOINEERINO PRACTICES.AND'TEST DATA PROVIDED BY THE MANUFACTURER. LABORATORY Rao 4760:; DATE:•DECEMBER_,,,I T.2005 _ 8 Z THE<ROLL UP S)RI,TTERS SHO7pt7'DTT T1ILS PROWCT EVALUATION..DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE.2017(8TH EDITION) RFPORTHD 5 2�3 FLORIDA BU,14MC:�000E'(FBC)ANO'T}l�2015�IN71NATIOtiAL BUILDING.CODE(IBC).THESE ROLL-UP'SHUTTERS'SHALL NOT BE INSTALLED IN HIGH FlLE.NUMBER QS 118.. .V(3ACRY HURRICANE ZONES, 1pDL11 DME COU••d1YfBROWARU�COUNTY):ROLL-UP SHUTTERS INSTALLED IN WIND'ZONE a(SEE FEIC•SECTION 7ESTING_PF(DTOCQL:F330 EtB86& jb09':1 22),OR�ESNTIAL FACMIES,SNAIL'.MEE7 THE'MINIMUM SEPARATION'TO GLASS.DESIGN,WIND LOADS SHALL BE DETERMINED AS PER SEG710N.1609:OF THE:A7TOVE REFERENCED.Co OLS'.IWACCORDANCE WITH ASCE 7-10 AND FORA BASIC WIND SPEED AS REQUIRED BY THE. ,==-12076 DP 140,0 PSF '.JUR1561CTX1N•:N1iERf THE ROLL-UP"SIIITTTERS;.WTLL,BE,'114WALLED.THE.ROLL-UP SHUTTERS ADEQUACY FOR IMPACT;DEFLECTION.AND FATIGUE - RESIS7ANCE'i.HAS BEEN VERB;IETI,TN ACCORDANCE tVfhl'SEGTION 1609.1,2 OF THE ABOVE.REFERENCED CODES AND AS PER ASTM E330,E1886& LAOORATORY ft •47444' I.E1911 ANDt7A5 201 202 MD`203':AT:FENESf,RATtOJTESTING LABORATORY,INC.AND AMERICAN ZEST LAB'OF SOUTH FLORIDA PER THEIR DAIEt�'NDVEMBER 14';•'`2005, ,REf?ORTS(SEEn1.I5T OF RE?ORTS REP9RT:N0 4 FlL£NUMBER 054E 3 -0OFDF TESTING`PROTOCOTG TJ,10 Ei BBJf•�6e 6 E7946-02 A THIS PRODUCT''SHML NOT 0E USED LSV HIGH VEIOClT1''HURRICANE ZONES(SEE FBC SECTION 202), .NIDTN'TESTED 97',O..DP ,IS' H.:-THIS PRCDUCF-is 9lTMFfIEQ AS NON PppouS-THEREFORE GLASS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING LOCATIONS: ILABKIRATOR""i 14,a0`i, z K ESSENTIAL,FACILTTEST.AS OEFINEO:'1N ASCE 7-46 REPOtlT-NO t3 � '^ /�^. __._... FILE NUMBER 0.4 4TB. 2 G' WHERE-THE SPECIFYiNO AUTHORfiY•NAS"SPECIFIED OPTIONPL ADDITIONAL PASS/FAIL CRITERIA IN ACCORDANCE WITH ASTM E799G FOR PRDTOCOG°ET30 EIB98- 6WRH MODIFlCATION BY THE FBC/IBC SECTION 1809.1:2:2(FBG:LOCATIONS WITH ULTIMATE �1 TESTING WIND 20NE 4 qS DEFINED IN'ASTM E199 E1D66-0,2 WvNDS EED GREATER THAN 170MPH) :WIDTH TESTED 720 ODP 23.PSF Y, INSI'ALLAYION DI-THESE LOCATIONS.SHALL MEET THE MINIMUM SEPARATION TO GLASS'TABLES ON SHEET 9.THE SEPARATION.TO CLASS lATIORATdRY Ne 4644; ay *AY,BE'REDUCEO 6t,%USRtG:STORM,",RARS,:CN„SHEETS 18 TO 22 •RIP:JUNE 17':2005, REPORT.'NO t2 y G.:}I.NSTAL1A710N 11'RH IHTERMEOLATE�F3ID AFTQ;CORNEI MUWONS REQUIRE A FLORIDA PRODUCT APPROVAL.FOR USE WITH THIS TYPE OF FRE NUTABFR 03-416' ..SIiUT7FRs.(S.TEM. ... TESTING;PROTOCOL;E330"ESRBc=.02• SRL E1S96-O2 ;Dy 11,{'STAt.LAT10N5rStU1L NL?[ElICEEQ ZFIE VALIM ALLOWABLE STRESS DESIGN,(ASD)DESIGN RATINGS AND MAXIMUM SIZE LIMITS BELOW. IM'rn1'7ESTEQ 28TH.*-,DPj!S(;PSF -, "UL71hWE DESIGN VIFtiD'LOALS DETFRMIN£Q.B1J 711E 480.AND ASCE 7-10 SHALL.BE REDUCED TO BY MULTIPLYING 0:6.(SEE FBC SECTION IA7_'lAPRY29.'2O99i .. 16091,24) RATE APRIL I 20DS _ REPORT-N) T 'Z 38 jSF.:MAX iPRESSURE O 276.M'Ax WIOQ{; FTIE HUMBIR D5 41 FJ T)fPICAL'5 FNQLEµNIITEFLEVATION T40'`PSF MA( PRE�SS5URE 12 96 LWG,WIOTIi TLSRNG'PROTO(T)L E330 EtBBB 02& , Sy SEF TaULES ON,SHEETS 7 THROOCN 22• E799G 02 -JE wV .. VAOH+•'tESTEO-242S''O DP-BO:PAs' t/7 E."IMPACTLEVEL---D 9 1/4 LB.IAFRGE M55IlE 1MPAL`T' i- IA9DRATORYtN 2780; !�.N F ANCHORING CEJ;LOADING CON01R066 OTHE7T.IFAN THOSE SHOWN IN THESE DETAILS.ARE NOT PART OF THIS'APPROVAL DATE'AUGUST S7 20DD .�� REPORT”; B''` N'1NCRFASE 1N M1ILOYABLE}STRESS(7.33)HAS 140T B'EN INCORPORATED INTO THE DESIGN OF THIS PRODUCT: E7LE NUMBER 00—ZS6",'.r., W Z. _ `YE5TING-PROTOCOL.;'TAS Z01; OO`' A R SHALL BE TUE'RESPONSIBfIIIY:OF THE,—COO TOR TO':VERIFY THAT THE EXISTING STRUCTURE'IS'DESIGNED TO SUPPORT THE LOADS FROM STRRM,BARS IE,TED: T)iE�SHLTTTER SY5TEL1 AND;Mt1WOtds:EXISTING;STRUCTURES NOT ABLE TO SUPPORT THESE LOADS:SHALE-BE EVALUATED AS A,SITE SPECIFIC 2<k1/8:Ldtj/4, m.H PROJECT SEE NODE.4 OF PROOVCT'EYAWATON NOTES:; .._. ;AMERICAN TESRNL7�lAB OF SOUTH'FLOR'>M• �a'7 Z:=- TY-SEE TABLES:ON SHEET 9(EITHER DIRECTION) INC;' }`�`Y�,'�'� 7x _SEETADIES ON SHEET 9 UIHORATORY No 092801 ,b9; :� ' fy=SF.E:;7ABCE5 CNSTESTING� .5 DIRECTION) TOCOLeE330 D2 E1BIW�0 _ ;: 6iEfl:4'.(ETfHER &• 1696'OS moi,Q4'O P 82 '� W - :' E[(O+RETEN110N SftAClRS NON-RETENTION'TRACKS WDSHTFSTEL7 1201.R.9 OP 10'PSP A' C 5✓ALL-AWMNUM p(TRUSIONS SHALL BE 6063`TB ALLOY(UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6061-TG ALLOY), LABORA70RY No 060301 j2 -J ii 4 26.' ; 6' 6 SHVTTE775 MAY DE MOTDR7 TAPE PULLEY CR-GEAR DRfVE1l.• CERT FiCAT10NW. No 265001 0. C �H JESTING PROTOCOL:=21)1 94,.dc 203-9,4• 7-SHLfTTE7R MANUFACNRCS'LABELS SHALL_BE IN„AOCORO;SRCE WITH SECTION 1709.9 OF THE FLORIDA BUILDING,CODE. •r�1.^ WIDTFI 7ESTEQ 72�®bP 50 PSE'.. Agri+ pgn0`L�+'?Ev�__ ¢ALUARON tFc -V -` .WIDTH.:.7ESTED 96 ODP 2S PSE C . WIDTH i - T I'THIS'PROOIRT.tVALUATrONID000MEN'T(P E.d:}pREPAREO$1`THIS,ENGINEER.IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE (A�RATORYRo O60S.02.12 W pad ' 'SPECIFIC'PROJECT,IJi WHERE:THE SRF GONDRIONS`DEVIATE FROM THE PIED. DALE;-:?OCTWER 76,-;2012 2 'CONTRACTOR;'SHALL BERESPOF6SMLE FDR:THE,SELECTIDN._PURCHASE AND INSTALLATION INCLUDING LIFE;SAFETY OF THIS PRODUCT,BASED ON OERTIF6fATIOV HD 2ti5D Q1 J%^ d TESTINC_'PROTOCOL 291-94'&:201-9a iH15�PRODUCT L1'AtUAT10N PRa1nDED ANO-$HALL AOT OEVWE FROM THE'CONDITIONS DETAILED ON THIS:DOCUMENT[ - WIDTH TESTED 180 '®DP 65”PSFSF ♦. � SLAT:SPAN-- . '�--SLAT:SP,AH�- :.�---•SLAT SPAN--+� 3.THR"PRp000T.EVALUATl9N�0bCUMET7T WILL.9E:CONSIDERED INVALID IF.ALTERED BY ANY MEANS. WIDTH'TESTER 274 �0!DP 23.PSF �. � t O P 140' F OJ .WIDTH I lE5 ID 102 D PS SlTE SPECIFIC;PROJECTS SHALL 8E PREPARED;;BY A FTMi1M REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF •:- .1 �' :M' O pECORD(EOR:),FORTME PROTECT AND WN04NLL'BE RESPONSIBLE FOR THE PROPER USE OF,THE P.E.D.THE ENGINEER OF RECORD,ACTING 1A90RAtORY No090.T.03r12. Z,:: n ,(Q .✓t J-� ;AS,A pELEGATED;ENGINEER'TO'-TELE-P.EO,:ENGINEER,.SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR-REVIEW. OA7E.':OCTOBER•19-2012 JM TYPICAL MULTIPLE UNIT ELEVATION CERTIFICATION Nu 200.13 t4 i= NREAFI�IATE A4rtLTa1�NEQIRREDFORTNSTAMA7TON,iv.TS ANCHOR•�.0 FASTENItdG'NOTES TESTWG'PROTOCOL 291 94 202=9,4 dI �„y O 203 94• �: 4�IDC 1 'ALL•.:fX5TEN'=RS'SHALL BE CORROSION R615TA?JT COA _CARBON STEEL AS PER DIN 50018 OR.STAINLESS STEEL 304 OR 316 SERIES-WITH 50 WIDTI7 TEST® N4 9 DP-�49�60 PSF i 1 KSI 31EL0 P9iHT'ANp 90 KSI-:ULT1MA7E TENSILE:SIRE GjH: f LABD �,7 •'Q O ,� RAYORT"Np 2,..NO'EMBEDMEW INMD NON-STRUCTURAI:.,COMPONERMS SUCH AS,STUCCO.TILE,SIDING,ETC.SHALL BE CONSIDERED AS PART OF THE EMBEDMENT DATE.OCTOBER 119'2012 / .GERTIF1Ci1TI0N No 265001 J 47HE;'KICHOR.SPACLNC A10 DESIGN PRESSURES ARE VALID_;FOR EDGE DISTANCES AND WINIMUM EMBEDMENT SHOWN ON SHEET 9.THE MINIMUM '7ESTIN6'PRCTOCOL'202 �•EOGE.OISTANCE'FOR THE 7/.4-'10.h.5%16=24 DTIII-PLEk"SCREW IS 1/,2'AND.SHALL BE ATTACHED TO 6063=T6 ALUMINUM OR A36 STEEL(OR WIDTH'7FSTED 98„O"DP 25 PSF C144, 'BETTER).. WIDTH;71ESTE0 72;O'OP 60 P.SF'F W'IWH'TESjED 1$'O,OP I40;p5 Et 1sr ic;stRI '.CONCRETE;'•FILLEO,CUU.'H HOLLOW.CLIV, T04BER;ALUMINVU�tpRSTf:'EL- a r. r a• A 5/16•m TAPCON�p'�t2 OC•'(TYp) 9 � a . ? ,• . S; 4 , BVILb-OUF HEADER �' ,(OPDONAC) -e. d a .. ♦" / a 1%4 a SE1F TAFPII7Q �; ;. 545 •(TYu y - - SHUTTER HOUSING Y m i r J/B m ANCHOR t/4-ta SCREYrS•:AR 1, V4•MAX t/4'o;JAPCON 1%4"'MAX. .5/56-24 SCREWS,:(TYP), SLAT'LOCK_END CORNECT61R �'Q'•O.C.. (ONE SHEETS�0 @;t ABLER° EVERY OTHER.SLAT At-EACH•END ., " -5/B 0 ACCESS:HOLD. - SPACING), o¢.•MINr •7%a'o 7APCON. S/6`m ACCESS HOLE. B O C. _ NON=AE7ENTh]N 55AT' 'NON RbERR6N SLAT 5f8`m OR T3f16'm. (SIE`SLAT PERFORMANCE•TABLE- {SEE.StAT PERFORLIANCE°.4ASLE ACCESS-HALE-(TYP) ENO CREtENRON TPZACiC'SNOWN 'ON'SHEET 7 FDR:S"TRAGI()' - ON SHEET.7 FOR a'TRACIt) ... •OPEN;FACE.'TRA.CK:S1M11AR' _ w;•. r WWALL MOUNT' (OPTION•11 WALL MOUNT OPTION TB) WAI L MOUNT;(OPTIONACC_Y �. 7.1N':'ENO PESEMIONTRP K-N.U% . 1"NON•RETENTIONTRUX-N.TSRLTENTIO117RAIX NTS• t/7 7 Tl2c•.. t 02" Qc�'y STAGGERED; STAGGERED '•.t �O:� a. p r I• wa'a�. a l ; Z Lu fix• �{�r e e( l' '$: 13 &�'4r._4 S1DE' 5/IG a rAPCON a• • OI S/,i6 m YAPGON .. 3/8 o hVCHOR. V'RTIciL BUILD=oUF '3/8`4ANCHOR^ 1 w�^' 1 4' 4 - ' .DPTI0*L,ST*0GtkED' 1/4-14:SCREA OR- 2wac OPBDNAL STAGGERED. /-.1, SCREIY OR 1 xl r ATTACH4ENT: (OP.SWNAi:1`. y SHEETS NI1�kD12 OB SPAC NG)`' .:. 3 ts` (SEE 3 BUILD-OUT TABLES O; t EE lR A :MOUNT TABt KmEss - ATTAL514ENT" 5/76-24 SCRM' C aia' _ SHEETS_12 d.iJ-FOR SPACING (5E OR"1 r -, I7iD-RET-eNRON SHEET',91`•FOR7HICs(NESS) 1/a o;SELF+TAPPING..S4S((IYP) W Fjy 77 .TRACK.5H0Yh4, r/ r .1 ... EN0-R17FHTION tIe-OR�tf4.FVP:L;TH CSCNESS' OPEN'FACE"AHD' TRACK SHOhN. __ SEE TfLSCK MOUPR TABLES.ONNON-RETENflO'2' {j• OPEN FACE AND"''.y r .SHEET'11 FOR-THK:KNESS) 'TRACKS:SiMMR I .LV.2k7/8''ALUM.{TYP)loi �\ NON-REPENT. ' TRACkS SIMILAR - � � \ �• �,S1AT LOCK END CONNECTOR ),.CONNECTOR I%4 to SCREW,:OR. EVERY-OTHERSLAT-.A'EACWENO: EVICNY°D7ILER StAT�;AT;EACH.[HO t/a-14 SCREW;ON [B• II K ALUM�:ANCLE-SILL 6).115724.SCREW(lYP) 5/16-24 SCREW(TYP) "l .• (OPRONAL) �IyAy 6- SEE TAACK;MOUNT TABLES -^y 0.2 MIIT (SEE TRACIC-MOUNT 7ABLES Q ( ON;SNEE7")l;FOR SPACIeG) ON SHEET T7 FqR 5PA0M$} ,5/6 m ACCE55'HDIE(ttp) a _ d•c a SfDm ACCESS HOLE(TYP) ... - -'•IS&U-piT SILL 4' BUILD=OUT(OPTION 2A)` 3"BUILWOUT`(OPTION 2B) BUILD OUT SECTION A END,AEfENT10NR HON4tFTENitON-.N.TS: •A_ ENG1±ErENBON,4 NON;REPENStON;N.TS: ,'8�.,ENO;RETEHSLop A, ON-NTS- IJOJ>.?ETESTST_. . F!4 f f 111,111tV. NOM ACCESS-HOLES.FOR%J?W AiCHOM`?ARE,10/1 V0 EIRSRNC S('RIICTURE(TY[.)" s <CONCRETE•F111.E0 CKU'HOLLOw CWU; S/I6 tl,T/,PCON(TYP) DMDER ALUMINMM�OR'STEEL bP110NAL STAGGERED` OPTYONAL':STAGGER,ED (..A,55'STE4 iONI.Yj ATTA.CHKENT ATRCHLIEM B/1 G`d TAPCON 3/8A ANCHOR.,._ 9/16 0 TAP,CON 3/B'tl1'ANCNDR' - ,� d - 1/A=14 SCREW OR;6/16-24 SbRM,CNP) •• 1/4 14'SCREW OR`6/Y6 S4 fiLES.;OM U2D- SCREl¢s(lYP) _ IN..YA _ SEE 3-OR 2 EtN TABIfSoR A •-° - - - •� .SHEEfS 14 TO°{7 iFOR,SPACNO); '- i •.•-B . SHEETS;15,'Tt1 17 FO W SPACING)' r; .4. .. - a• N _ NOTE t ��SEE BUILD'-M iAOLE - .. 5£E BUfLD�M 7ABLE �hlgj1{ ,CORRESPONDING TO THE I -' w, ° _ .' 2 xl� :CORRESPONDINC.,SO." u 46UILD-IW�WtOiF(AGaI`EKISTRIa STRUM tuRE ;1/B OR 1/A WALL THIU(nm '?$.'` �tltltttllC 4/6 oR lji WALLtdAtl�h�{11tUC (SEE mACRc'-MouNT TAs:oN q i - TFIICKN.SS'[SEE.T)tACK / :SHEET 11'FOR THICf217ES5). i- 'MOtINTTAB ON4 • ° a SHEET I1'FOR,TtfICKnT55)', -a + } 'SLAT L.Cgt FND'CONt1ECTOR;. '.�, R"SLAT!!.^:Edi H _ �EYMY-OTHEP.sta.-AT EACH;'ETSD; EYfRP 07HER SLAT-AT.EACH.EN6 END REIEHRON TRACK.SHOWN OPfR',FACE ENDI ENDON.'TRALK SHOWN;OPEN FACE 1AND NON-RETENTION TRACKS 5}NIIAR AHOi'.NON RELENTION TRACKS SIUILAfi'" •;C 5/B tl PCCE$S'.HOLE�(TYP}; s/e'0•ACCESS HOLE't*Pa +� '1/4 14 SCPEN,'OR'.6/16;24 SCREW^(TYP) 1/4-14 SCREW OR_%/10 24`_S.g ln"i(1YP), '(SEE TRACK-MOUNT TABLES 6N' (SEE TRACK UOU(af'STABIES SPACR,IC) N,SHECT ti FOR.SPACWO) � -CC;A*:y tit 4",3;',.OR-2" B IREIL DIN6(OPTION 3A) �3t ORI'" BUILD IN(OPTION 3B) �E,o !� HOtFREfEf11011-.w.?S EtoWENT1ON&NQWETt37fmMi UTS -• NOE15C4 mZ • - '1/4=T4 5CREv+7.OR 6/1b=2X'SC6EW tTYF')' (SEE 7RACK'MUUNT?AH1E5` . 'ON"SHEET.11'FOR:5PACING)- �W-,� :L3Ti3'x3{d'"ALU4', - 584M SUT' �'O SIDG RNL/TRACK. �p_ °, 6/18 R TAfsCDY;S/B''x ANCHOR _- W i :.'. 1X9 14 SCREW;OR 6/16 2x"SCREW-,(tYP,) ,; y. f .;j / u _S a (SEE 0/8 AliCLtS TABLE ON. SHEETS t6&'17 FOR PACINSG)• " Y ;• ° 'Q A -.- 1d SCREW U NTSCRtxT,(fYP) (SE y , ''•Q Oi. :(SEE TRACK.MOUNF TABLES P ,AN SKEET t/•FOR SPACWG: SLAY LOCfCEND(CONTc 1 A - ) ° EVERY=DTfIER EAC END 2ESIAT.Ai, PEN ° . r, of K e .•'-• ;.. .A A .-, , - -°S ° - O'NREFENRTI K9N MIA F �.. W � a _ _ S/B.tl%ACCESS LADLE(;YP) 1 � A ' ,SLAT-LACK END'CANNECTOR; - r A'• I � ' S/�i6oTAPCON J/8?d�ATICBOR; r• ,���` �i�' c.'' 'EVERY:DTNER 5lAT AT EACH:END S/IB 24LSCREW(TYP) (SEExLS/E6,Ak 1.7: TABLE CIN .�. 0 2''NIN SHEETS,18 8 1T:FOR SPpCINC) Z. � " 5/B 0 Abcm HOLE *P) O W Q END-RETFMN.TPACK SHO",-OPEN".FACE. F ,Q. 1EAND`'NOY RETENROY TRAM ILAR L ildi8 ANGLE:'BUILD=W..(OPTION 4A), -L3(4kJj,BANGLE BGILD.-IN(OPTION 48:)._ `BUILD W,, ECRON 7 a QR>RMNTION&NON-iETEMON-N.TS. tNV-FMfMON&NON-IL�fEI'R1ON w.TS.. EN4FEfFTfDd'Pfi NO!7-RE7URIow"N:TS:. di -"• -�� l��r1+11111)10/" NnTEs ;ACCEssHgtES;'FOR'3/B'..AUCNGRS�!Et?/16To, N E%IStING STRUCTURE INTERNE771ATE.NUWON BUttb IN,-BUILD Ol1T;=E/,iD, �CONCREfE,FlLLPO CMU,..NOLLAVI.'CMU� UP TO.SSO.LBS SHUTTER^WEPcoi WIM; •.. OR CORNER•MULLION 7 NSER,'ALUU NU�1;OR.STEEl0}TAPCONS;OR UP'f0 100 LDS SHUTTER WEKiNi N'RN:: IUP'TO 260 L05 SHUTFF.R WE",Ir MTH1/a'oat'SNS ^r - (2)5/16 TAPCON 9R• (3)5%18 ff YAPLOIR'S OR Cl., - . r a • � u a a t/b4�SELE'TAPPINCSMS(FTP) 5/I6S9 TAPCOY�(7YP) - MD-I ENRONB NON41EIENIIONTNSTMSATRINr 11-T.S-' r Y STEEl..6RAtKET STEEL DPAC'REi BRACKET $ _ MOUNTINGBRACKET INSTALLATION •ENPREFEMION&NOlhAMENTION OISTAVATION,•NT-111 �y n ly, +3/16�e'ALUN.:POP.-RIVETS :4 • .. �' ` ROLL,FORN.0]0 M'-.050 ALMA,HOOD �E CEM PLATE OR .. •. K MOTOR-SRACKET IZP LLA 3 16-4 ALUM.POP=RNSfS f�7 1/i'o SEiF-TAPFINO"5N5 y �G� 0=18 OC 1/8`HOOD ANGLE_ I/$ HOOD ANGLE _, .'yam( SIDE RAIL 1%'a'SELF YMPlNL125N5 - �! d` 'N9xT: 0'CDO_ a •. 4118,. 6YR) -Z d, 1%R'0-TAPCON GEAR OR TU9UTARrUOTOR.. W 'DRQ CAP- '�a •STEFJ:OR ISUN•:1UDE _ -'•'MHN V t 7DNN UP TO.120 SE'OR.1D0 Y 70NN. J it i60NN OVER 120 SF OR?180 CUSTOM HOOD WALLATTACHMENT- -CUSTOM•HOOD:CE1UNG ATTACHMENT BEAMING,PURE 0R :816x3/4`TERS OI � ',END-RE7ENRON,9 NOt•}REiFNIION OhTAl1ATI0N;e N.T.S.. ENp,-PPENNON&NON-RETEIMOHINSTAUATIOO-,N.TS SIIPPOO IDLER R , G :570:_OR±ADJ.PIVOT �7p z - _ CAST STIE'CAP lL kr . f 10,;1' 1 �,�/ PR e _ .. _ 'ROLL FORM OSO't0:050 AL ` E ', ONT-SIR ` END'CAP`COMPONENTS,;AND;ASSEMBLY � g . ENO-REIENRgJ,BN�N.REIFNTION If�TAIUTiON-N.T.S- §., �- ' ALUMINUM.HOMCOVEW EIm-REtENfION a NJra-k"OtoN LNSTAuwT70N-NRs N .2965' .I Ox; .F.lI . 316 0:312'--� � 1��. - .-_ ,OR LONGER . M10ETAL.ET70 C9NIlECT6'T�55 LIY S[AT :0558? 0(062-' ,J:_. 0.057'. �. -__�� I p 0.725• �' D 037 0:354' T ss 6.1170 D.O80 0.425 . .0.100' .. , 1.150" _ 0.775" �: n'� 1:891-- 'O:I00". .. ..: - . . ' °6063=16 ALUMINUM 3"-:SIDERAIL y _ �S 0.120' r._L :3 tM-PE UMONMUCK SME 11 y Alt 0,188• ;.00G" -SIOE RNL- 3.245 2584' ..- -. 6063 T6'ALUMINUM'3'1/4"SIDE RAIL- 71/�'ENOREIENT10N ooENFArEawlpcscnlEa;i -✓ . . � // � _,Y/ % ,,Z 010°' `0:1250:250'-�-� �+- - 'Zry`S,t 3.245' - `� :.. la�J 1.237•' 1:291 °:7.25END CONNEMR bum Q'ceC; 0.100` `0.1881 0`h_ `0.125' I � END;,R[7E71ftON IkSTALLATION'NTS, �iO�W /✓ / ., NYLONL6 END 9UN,EG70R mZ= 0.100' •-1 ,0:125 1 ;0:2]1" ' �tOx ii"Sk3 SS 3f0.FM - ZE 0120 6063,-T&ALUMINUM 4"''SIDE-RAIL: LON6o :o1Go9.1a0' � :.o:12s-• —�Da3' _ � 9^xox�xeTExnwmncx%scAtF:w 'p5ernn;st;�T ,�� LU 063=T6 ALUMINUM 3 1/4"SIDE RAIL 3']fi'ENm-A8TtN1I0N SfAx9ARD1RA0C•SG°'1' ��. ..'� �O: OI cn Y$ 7 1•F ' SLAT LOCK END CONNECTOR N " .. _ - END1iETENi10NIN5TALVRION�SGiF UL - 1 a r. 2394' •2:667 �� 4:645- I � b '� '9.203" 0101' gW Sint �I TTTT — 1:898-• - 0:556 .. '.W°e� tip -'1063J6'ALUMINUM 58MM SLAT ' RiSfNISO.'1&NONPLTfN170 i51AT=:SCF1. 1:605�" •.. �%'�5} � O 14�. 'NOTES: .N0067LES'DF,EIAS1�Itt E a 10:0005 HS{ _ i�� � ' u9u[NT DF 1raERnm r oaByN^aitt � � �nutrnn+ll� •sE9T1or1ii�AREA A l.s'iN'�2/,FT -SLAT-END.CONNECTOR- -" - END CONNECTOR DETAIL- .StAC:S'(SUA} •Stock:351,04 w - 'SLAT;LOCK:END..CONNECTOR ..N NON INSTALLATION I SMEI:1 ;ENO-RETENTION INSTALLATION'SW.E'1:1' 'NON�PE7ENROxViS1ALL4TI0Y;�.N.TS. CV ■[7; ANGLE.BUILD-INS,(TYP) 2'•BUILD=INS(7YP�:.:` 1/a lA SCREN7 OR 8/76-24„SCRE'N(Typ) (TYPICAL NTAC}WEHT-09 ENDMUIIJON-:: _ :(SEE SVILQ-&15 TALES ON„_.:. AI,TF;RNATE ATIACHMENI} ” . END,MUWON _ .-SIEEf5 T4^(p�17 FY1R SPACING); END MVLiJON __ t/4 14 SCREW •OR � _ (SIE:3/B ANLLES'TABLES-� r .. ., ,: ONtSHF£i•17.EnR:SP.!WNC�i), +r i END MULLION r •pi0 ULUON INSTACIATRkiS SlUiLI, 04STAUA110N5 SHALL / NOTE: 5/1£-24 SCREW(TYP); HAVE A-FiDRIDA HAVE F•T1.ORNA i ENI};MULWN - - (SEE,, MWM Ta6lES 'r PROOUCi;APPROVALPRODUCL.APPRD�AL� - INSTFLTADONS SFTFLL \ ON�STTEET t1 FOR'SPACtNG), -�� � FQR 1H1S,.TYPE OF:. FOR THIS TYPE OF PROOUCT'.M'.Pl"LL /\ - - •µ ; SNUIlER'SySTEAT` 5(RRiER'-SYS�Eu• - i PoR=PHIS- E,OF B la , y;` � END RETETTiroN iR4CK'.S&O OPEN•FACE ` ��� SCREW;,OR 5/)6 24 5CRElY(TP). & AIR 1/4 14 SC,6E OR '(SEE 7PACK MOUNT TABLES AND NOtI'rREIENDON•1RACK+-StutuRt(TYP) '. 5/1£ 24 SCREW(TYP) END-REIENRON;'1RACK SHOWN,;OPEN; (SEEIRACK IiOUNTTA$ES -FNO RETENTION 7RFCK SHOWN:OpFJ9,FALE, ";OH SNEEF'71„FOTY SPACING) ,AtJll:'NON RRENTIbN•TRACKS:SIVJWi P), y' 037"SHEET 11.FOR-SPACWO) ASID NON-RETENTIOU YRACKS::SimLAR(TYP)t : /1TLAPICAL END MULLION(OPTION SA)`. ENDINIULLION`W/BUILD.INSr(OPTION';5B);_ (SEND:MULLION W/ANGLES(OPTION SC), -' F7hSRETEtiT10NSIKMFRETQTTICN-,N.TS: ',�� •1NTARE1ENiTIXy_4 NON•RETENItON?N.TS '-� fNO,RETEI'lTION.SNON.EL'<17ENTION.•.N.TS_ .. .Z 'o 'INTERMEDIATE MULUON! INTERM£Mitlf MUWO;T, INTEHMEOIATE:�MIILl]ON . r rrrr rr A��6UILD=INS- Z� Ew-(m!} :aTrACHMENf y'1 0 4UL1lON _ MULLION. O ^(SEE BUII;D-INS 7,:F(; ,Sp \ =6 .ATE ,' 1/o ld-SCREW OR gZ'S 07TERI.IEDIATE SNELTS'y4 lOCO 17-FOR ISPaL1N0)� MMa IN$TAL1A710N5 SHALL. R15tpLLAT10NS$HALL 5/18-24 SCREM''(lYP)• �Oy HFVE A FLOR.DA HAVE A FLORIDA y CSEE.7/B ANGlE6 TA S .m PRODVCi"APP.ROVAL .PRODUCT-APPROVAL. ,PRODUCT APPROVAL ,ON,':SNEEf-.17;fORSPACINO) - ' \i AOR.7M5 TPE-Cf fOR•1N6`tYPE OF MR THIS:TYPE'Or* • \ SHUTTER,SYSTEM St1UTIER.5Y5TEU, ,• SyUiiER 5Y51EM C=p (/,a ld SCREW,OR ., . .. \ 1/b-1a SCREW.:OR'. •per SI18 24 SCRE'6:,{TYP) SSEE 2TRACk MOUNT rA��T.Es_) Lu .. .(SFE TPACIt MOUNT TABLES,, ONSHEEi 11 eFOR SpACR)� 4 3" bti�2BUILD INS{tYp) ON SHEEP II•FOR.SPACTNO: �.' 'AN(OPOONAL ALTERN .. / _ J OI \ ATTACHM ' WE MEN 5/16=24,,OONT7ASCREW®T1T' ANOENt'W7.%ET KIQN TRACKSSKffM Or) , EX6 tiE7ENr1DNTW�CK:SHOWN bPEN�(•ACE C 88a ,(SEE, ACK M .. AND NO.:RETENTION',YRACKS StMllAR:.(TT'P • .' ON:SHEE7”f1 FOR SPACINGS - ... __- - -ENO-RETENTION"-TRACK''HO'A!J,;OPEN CAGE *D 110N RETENTION.T.RACKS'SIWLAR-(TYP} ICALINT-MULLION tOPTION b INT.MULLION W/BUILD INS OBTION 6B C,INT.,MULL IONy ANGLES(OPTION 6G} ENTYREZENTTCN A NON NET[:NTTON.N.TS,` 'END4tETRilIONH h'ON-RETEMiON=N.T.S. END-RETENUONA NON-RETENTIOH=N.TS CV 0 7/4 14:SCREEN.OR S/16-24 5C9EVl!(TYP) _ (SEE SNLD-INS,tAOLES:ON, iIIEEfS"14'TO 17 FOR SPACI\'G);' ANGLE 6U4D-INS,(1YP)?. CdRMER',M1/UtO.N VMCAL.i AC"MENT,OR, )_+7 AITEANATE A7TACFiiuFSSf)" $ CORNER MULL(0;7" _ 1/4+-11.SCREEN fOR �5/i6'-24 SCREW'CTYP) SHEET"T7 , SEE S/8 AwLE5 TAOLES.ON: .. FOR SPACINd) 1/; t4`SCREW dR ' ti CORNFR•MULL'ANt \ 5/0.2 SC EN(FYP} INSTAL17tT10FG St!A1L w NOTE•. NOTC'. _ (SEE iRACK MOUNT'TARLES: HAVE A FLOfdDA- CORH£R'NULUGV - INSTaLlAK 0oi5�5lfALl:. =0N-5HEET'11.FOR-SPACMC) 1O PRODEfCT APPROVAL NSTal1ATIDNS SiWLL HAVE A RIA � , FOR";7HI3,TVFE',OF i VC.A FLORIDA.,, w ,PR000CT'-APPROVAL SHUTTER,SYSIE7.1" PR00UCT,APPRdVAL. `�'il .... �: FHUrIERISTYPE Y 7 QP 'SHUTTER.SYSTEM' g `.SHU7IFA<SYSTDA - �� \ w S w [ c ww wwt w w i � _ C w ✓ w � �: SCREW' OR' 'if+l`t4 5t7i6V7.'O!{.5/16-24;SCREW:(TYP) EKO-RE7E`Ti710.ti TRAGIC,St10'NN OPEN'FAZE NOt'Mb 710N_TRACK SI46A.;OPEN.TACE `Y. 5/1d 24 S'.'Y �(TYP). (SEE TRACK M."AI ABI.FS AND t10N-REfEN110N tRACKS,51MIlAR:(TSP}. AT7O:-NOY-REIENf1tlN;TRAdiS Snitu:R•(1VF) '(SEE`TRACK MOU 7T TASLFSi1 0N.•17EEP -FOR SPACING O,V;SiIEET.17 IUR SPACING)' END-RETQRION'TRACK 5CXS OPFN:'FACE• S ) 'Z ANO'NON-REfENDON.TFNCKSSLLf:UUi nTYPICAL'CORNERMULLION • 7(OPTION.7A) CORNER.MULLION W/BUILD.-INS'(OPTION'7.B);• `;CORNER MULLION„W/ANGLES`(OPTION 7C)' W EN6RETEN7101'IDNCN,REIENTIDN-N.TS: ,`I' 'EN6RETE77f[0149N0(J•RETENRON-N:T.S •� EMD-WETR70N9 NON-RETNRUN-N.T,S ~� W m?�. SON :SLIT PERFORMANCE . 4'N011-RETENTION TRACK hWf1MUh10ESIGN , IMC. PC{ESSUREOF ASW ' CdE �i4TPfRFgRh1ANCE ,(sTAcDatT:v) 3',101-RETENTION TRACK jc�j`c= Wr SLAT WALL FCR-:APIY i . � HHGFIY-ATTACH®ATlC, 141NOHUM DESIGN' �� ,�$ - FCR ANY�W,EIG.URATION, PRESSUREOF A SU ',°'1jC:E:: J .” UNIT SLAT WALLff:R;At1Y- f , ti ;Sll�TSPAN 'PRESSURE HEIGRT'ATTAC401MO' (PSF) FOR ANY,CONFIGURATI011 .; 72' PRESSURE. 65 ' - C -77 SS'. SLAT-SPAN, 1{p5Fj i' ws 72' Fi5 � VEFiIICAI.'etRLO=OUT' OI nil ,w 4B.` OR:BUIIA IN" IT 401: SSD`_ %52 S0' '4010. 7, 104'+ 31 '92! '35 N ,108'. 28, •96' � _�� �g O w+s ars RM,TIRE:NoN RE7EImoN STAGGERED SPACING DETAIL 12D'' ZDi WINO LO4DSHALL NOT` SLAT SPAOR DESICN' OPTIONAL-ATTAOINEUUSTAUATION�NTS.:: _ NS d Y E%=,TNE"SUIT CORNER MULLION ELEVATION, NOM,-ME-NON-RETENTION.-SLAT;SPANS. PQiFORbll- TAVS'FOR :.OR DE5IGN.WIN'O.LOAO,SWLL NOP NN CONFIGURATION. SIN,LEORMLL7IREMLILUCNIR$PALLATIONS-N:T.S. .VCEEO"THE'-STAT FERFORMANCE' 'TADLES,FOR.'ANY CONFICURATIO!i"i _ �fff111111T)1LV N t� qox B,a z � - - IL SIAT{.00K(lYP);. Ste.^. �. I� PDLYCARBQYd?E.BUTT UDiNT(ttP):, — I.�,t �' -.� r� GROUPED V1EWPORT UNIT ELEVATIQN ` SINGLE OR MULTIRE UNIT.UBfAUATIONS-NTS: .Z to "TYPICAL VIEW-PORTWINOOVDIEtAlL G5OWfq;QFFIGURAT(ON SfIOWN ALTERWITINGSWOAR-NTS, h. m9V `ME!NPORTSLATP.ERFCRMA4IGE - 44.! t0 1eOLYCAP.BpNATEND NTOW 'MPN�48�MAX6EASt.L£A'GIH 'S mro:RErSNnorr,TwlclLSDNIr ��!n n `. MAMplUM.OESIGt7 PAES,SUREO A - .. ttoTES - S1HNECi1LEFiTATTA CHED'4ATH1'7C3 lneOZTGUII£EO.IL0A0 'C'H'GY1Ei0 ASiLL.ODG79380 a39:3x.0000 F31 UNTSTWLLFORAIFLfxuRN SPSI• AS40)250 i7T0IBrscj "POLYCARBONATEVIEVlPMT 1'.aser. suDKE oENSRr;. ASTM;0254s assz:lxuc, 'a WNODW3FORAtiY RAIE'OF,BURNMC ASTU SGIF - " CLASS. Z_ 1192 CUNFIC•URATIDN 7TEI UE STRLTIGIH BEFORE W ERL ASIAf D83B 6,6 0 PPSI.: ,�... PRESSURE ENSILE TN: NG',W I'0638 (PSFJ t �H _ �SCATEPAN SPEC[FIC GRIVQ}' d$T,Lt'�'DT92t DA43019�IN' j 9115. o. u 38, 120' AGO -Li OI 128' 99, ..,... c h c'I 132' 97 POLYCARBbWeVIEWPQRT WINDOW _ w 13r, 94 S"IC,WMATT4EnAs�cLEM103FMIR-.'K.E'3:L °1 .z _ _ '144' 91 Of � r 150' 150' -152' 73, .::.-. D32S` 1000' .. o.B99' - to •15B' 73c 0.410' VANOON T.LOCK-,TYP CUTOUT 1TA' 69, 0:125'• �� . SL4T°57'iSN' 1m' 65% - aJ O°u1�►• 186' 83, ALTERNAMIS VIEWPORT'UNIT ELEVATION 192' 60, osaz .,�`–<_ -SlNG1EORNULTIPIE UNIT USfAUA770P6=N.TS: -198'. 5S' . .. - ¢.� `1JQTE F'QRATTACN1tEf7f'QETAII.S'5E£!�BNEETS2�1jiRU 7, NOTE THE VI,ENTaORT.SIAT-SPANS DR UESICN';�4lMI! / Lohas swl�yGT'ExcEED•tiiLE ti1E1YpDR*°swr' 6061T6"ALUMINUM'68MM'SLgT Ar!rtnr � PERFORUnNCE'7A81M-'fqR AW..,CC%FIWRATK1N. EN[URETENNOmVIEWPOgT.SiAT;Sf/LLE'T:1 r N COQ:. 0 LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM END-RETENTION TRACKS NON-RETENTION.TRACKS: Tx PARALLEL LOADS(PLF) MINIMUM SEPARATION TO CLASS(INCHES)REQUIRED FOR MINIMUM SEPARATION TO CCASS(INCHES)REQUIREDF,OR SLAT PRESSURE PSF INSTALLATION IN WIND ZONE 4 OR ESSENTIAL FACILITIES INSTALLATION IN WIND 207LEAOR E6SENTIAL'FA61LIVES' SPAN 140 130 120 110 100 90 80 70 60 50 40 30 SLAT 'PRESSURE PSF SLAT PRESSURE(PSFY M. -210 195 180465 150 '135 120 105 90 75 60 45, SPAN 140 139 120 110 100 9D 80 70 60 .50 40 30 SPAN 65 60 55 50 45 •40 35 -30: 25 20. S 48' @80 280 240 ZZO 200. 180 180 140 120 100 80 60 36' 2.3 2.2 20 2.0 2.0 20 2.0 20 2.0 2.0 2.0 2.0 56' 20 2.0 1.0 20 20 '2A 20 '2D 20 205. ark 60" 798 852 513 387 250 125 200 175 150 125 100 75 48' 3.9 3.7 3.4. 3:1 2.9 2.6 2.3 2.1 2.0 2.0 2.0 2.0 60' 22 2:1 2.0 20 20 :2A 20 '2.0 20 20+ l�/�j�'�_ , .60' 4.0 4,7 4.6 4.5 4.4 4.2 4.1 3.8 3.3 28 23. 2.0 64' 2.9 2.7 2.4 22 20 '2A 20 -2:D 20 20'• 72' 1780 1595 7410 7225- 1040 854 688 482 296 "750 120 90 84' 2659 2427 2194 1970 1736 1502 1276 1042 806 671 334 105 72' 5.4 52 5:1 5.0 4.8 4:1 4.6 4.5 4:3 4.2 4i1 3:1 68' 3.7 3:4 3.1 28 25'>23 20 21 20 207. 84' S.9 5.8 5.6 5.5 5.3 5.2 5.0 4.9 4.8 4.6 4S 4.3 72' 4.6 4.3 3.9 36 32r.28 25 X2;1 20 20, 96' 3483 3211 2938 2664 2382 2107 1823 1539 1262 978 689 401 " 408' 4298 3875 3854 3331 3007 2675 2349 2074 7688 1348 1009 870 '96' 6.5 6.3 6.1 6.0 5.8 5.7 5.5 5.4. 5.2 5.0 49 '4.7 76' - 5.3 4.9 4d 40';35 3,7 2.D 22 1,0_: 108' 7.1 6.9 8.7 6.6 6.4 6.2 6,0 5.8 5,6 5:5 S3 5.1 80' 6.0 5A-', 4.9 "43 38 3,3. 27 22 120' 5098 4727 4365 1 3D93 1 3619 1 3236 2860 1 2473 1 2D55 1696 1304 911 120' 7.8 7.6 7.4 7.2 7.0 6.8 6,5 6.3 6.1 5.9' 5.7 5.5 84' 66 59. .53 46 '41 33 25;. } �_ 132' 5893 6476 5065 4044 4221 3795 3388 2930 2490 2048 1594 1147132' TI '63 5mi ? 8.6 8.3 8.1 7.9 7,6 7,4 7:1 6.9. 66 6.4 6.1 5.9 88' .6 46 40 32' 144' 5763 5293 4827 4902 4385 3832 3279 2730 2189 1595 4345 3867 3377 2885 2389 1882 1372 144' 8.9 8.6 84 8.1 7.8 7.5 7.2 6.9 6:6 6.3 92' - - - '•7,6 66 '53' 4.7 3.8: $ �' .156' - 5941 5427 - 156' - 9.5 9,2. 8.8 8.5 8.2 7.8 7.4 7.1 '6.7 96' 79 8:7 5.6 4.5 168' - - 6025 5450 4871 4279 -3681 3071 2447 1817 168' - 10.1 9.7 9.3, 8.9 8.5 8.1 7.6 7.2' 100'- - - 7:9; 6.8:' S,3- s. 180' - 5997 5388 4725 4076 3412 2733 2039. _ _180, 101- - 10.7 10.2 -9.7 9.2 8.7 82 7.7 104' L937:7 i62 , 192' SB64 5171 4470 '3753 3012 2261 192' _Ll3 10.7 10.1 9:5 B.9 8.2 108' -9.0. •7.2, 204' - - 5623 4864 4094 3299 2484 204' 11.8 11.0 10.3 9.6 8.9112' - ICA--83. ,g 216' - - - 6067 5257 4435 3586 2707 216' - - 72.1 11.3 10.4 9.5. 116' - - -- +9.D. C 22W 5649 1 4776 3865 2938 228' _ 13.3 12.3 11.3 10.2 120' - 11.0 LL2 240' - - 6040 5108 4152 3162 240' 14,7 13.5 123 -11,0 IW-.•r j 252' 5447 4438 3385 257 - - 14A 13.3 11.9 284' - - '5788 4717 3609 264' - - 162 14.6.'12.9 �;Zce 276' - - - SOOZ 3833 276' - 75.9 I13.9 .�.`z m�Z �Cy LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM 03 Z�_ Tr'PERPENDICULAR LOADS(PLF) ,J SLAT PRESSURE(PS SPAN 140 130F 120 110 100 90 80. 70 60 50 40 30- 36' 212 197 182 167 152 137 122 107 92 77 62 47 111 48' 282 262 242 222 202 182 162 142 122 102' 82 62 60' 351 326 301 276 251 •226 201 176 951 '126' 101 78 ' 72' 421 381 . 361 331 301 271 241 211 181 150 121 91 .,84' '491 456 420 _388 350". 315 2B1 246 211 '176 140 ..106 ANCHOR '98' 560 520 481 441 400 361 320 280 241 201 -181 121 tld•U CO Mi-Edge titin Eeb.Mia2Edge M111Errb.Min.2' na MYErtb: .0 108' 631 5B5 541 496 451 405 381 315 271 226 181 13S 'ULTRpCON H 1!Y 2' 2' I IA' 2' 7 C u� 120' 701 650 601 551 1 501 450 401 1 350,1 3DO 1 250 200 151 318'CONFLEX 3314 12' - I 132' 771 745 681 606'. 550 496 441 386 331 '276. 220 166 114'-20 SIDEWALK BUT Wl PANELMATE INSERT .312' 1314 31R' 1114' 7 Y � 144' - - 721 680 600 540 481 420 360 301 240 180 114'PANELMATEPRO,PLUS,FEMALE,dTVAS 2117 2' 2112' 1114' 7 2- C 86'74 158' 715 651. 566 520 456 390 326 281 195 31W SIDEWALK BOLT WL POWERS.DROPIN '31R' 117 4' 1114' 168' 701 631 561 491 '421 351 180 210 , �j 180' - - - - 875 801 525 451 378 301 225 ���4 192' 640 560 480 401 920 240 �```` .., ~ 204' - - 596 510 426' 340 255 218' - - - 631 540 451 381 270 228' 570 476 380 288 0 - 2 04 Q 240' 600 500 400 301 F�- ,.6 'pa O; 257 - - - - - - 525 421 316 ¢ t W +y 264' - - - 551 440 276' - - - - '481 345 ��J� �✓��' 22»III11(��,4CV 0 TRACK MOUNT TRACK MOUNT TRACK MOUNT .END-RETENTION TRACKS END-RETENTION TRACKS END-RETENTION TRACKS 6 MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH OF A SINGLE UNIT SLAT .5116'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH.ELCO ULTRACON @ 4'O.C. WALL FOR ANY HEIGHT GONG& HOLLOW CONE-.9 HOLLOW ATTACHED WITH TIMBER TIMBER 3/8'ELCO CONFLEX @ 8'O.C. SH SLAT SPAN FILLED CMU CMU SLAT SPAN FILLED CMU CMU �f PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CCNC.B �• �S: PSF PSF PSF PSF PSF PSF SLAT SPAN FILLED CMU -F 54' 140 140 140 84' 140 77 92 PRESSURE 57' 140 126 140 90' 140 68 81 (PSF) g' 60' 140 113 138 96' 130 81 72 96' 140 66' 140 '92 1N 102' 119 55 65 102' 129 �. 7T 140 77 93 108' 109 50 59 108' 119 78' 126 65 78 114' 101 46 54 114' 110 84' 112 57 68 120' 94 43 50 120' 102 I . 90' 100 50 59 126' 87 40 46 128' 95 u,1 96' '90 44 53 132' '82 37 43 132' 89 102' 82 40 47 138' 77 35 40 138' 84 108' 75 38 42 144' 72 32 38 144` 79 114' 69 .33 39 150' 68 30 35 150' 75 120' 64' 30 35 156' 65 29 '33 156' 71 926'' S9 28 32 162' 61 27 31 162' 67 132' 55 26 30 168' 58 26 30 188' 64 '138' 52 24 28 174' 55 25 28 174' 61 144' 49 23 28 180' 53 23 27 1S0' 58 O 150'- 46 21 24 186' 51 22 26 186' 56 156' 43. 20 23 192' 48 21 24 192' 53 _ W 182' 41 _ 19 _ 22 198' 46 20 23 ., 1198' 51 '&'g 168' 39 18 20 204' 45 20 22 204' 49 J .1h 8it M1 174' 37" 17 19 210' 43 19' 21 210' 47 "'! 180• 35 16 18 216' 41 18 21'. 216' 46 186' 34. 15 17 M. 40 18 20 222' 44 192' 32 15 17 228' 38 17 19 226' 42 C ` 198' 31 14 W 234' 37 16 18 234' 41. 204' 30 13 15 240' -36 16 18 240' 40 'W` 210' 29 13 15 246' 35 15 17 246' 38 Sn 216' 27 12 14 252' 34 15 17 25T 37_ � 222' 28 12 13 258' 33 14 16 258' 38 228' 28 12 13 284' 32 14 15 264' 35 40 ,' 234' 25 11 12 270' 31 13 15 270' 34 1.y 240' 24 11 12 276' 30 13 15 276' 33 NOTE-THE NON—RETENTION SLAT AND VIEWPORTSLAT SPANS OR DESIGN WIND LOADS SHALLNOT �� cl ♦. EXCEED THE'SLAT PERFORMANCE'TABLES ON'SHEETS 7 AND 8 FOR ANY CONFlGURATION. fl111111U ' CV „. CV p,'o - 0 TRACK MOUNT TRACK MWNT 4'BUILD-OUTS 4'BUILD-OUTS d'BUIl0�0UT.$, END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON.RETENTION TRACKS: END.,RETENTION&NON- MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE.OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SUIT RETENTION TRACKS'. WALL FOR ANY HEIGHT ATTACHED`A1TH WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT'ATTACHED WTH WALL FOR ANY HEIGHT ATTACHED.WTH MAXIMUM DESIGN PRESSURE OF A swGLE UNRSI'AT 3 114'-14 ELCO DRIL-FLEX^ 5116'-24 ELCO DRIL-FLEX. 5116'ELCO ULTRACON.HFH @&'O.C. 5116'HFH ELCO ULTRACCN @ 4'O.C. 5.v I*2LF6F4A11YNHGHT � e,z�L 6 O.C. @ 6'O.C, a 4'D.C. 4'D.C. @ 8'O.C. 6 O.C. 4 O.C. CONIC.& HOLLOW CONC.:& HOLLOW ATTACHED WITH a @ @ 11 °e TIMBER TIMBER 118'ALIST 1l4'A115T 1ffi'AUST 114'AVST 1/4'AUST 114'AUST 1/4'AUST FILLED CMU CMU FILLED CMU wELCOCDNFO@6':O,C. SLAT SPAN SLAT SPAN .SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE- PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE- COHMN (PS (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSF (PSF) (PSF) (PSF) (PSF) (PSF) MIEOCb1U' 84' —80-5- 123 114 140 84' 105 135 140 57' 140 129 140 60' 140 126 140 PRESSURE. $• 72 111 103 140 90' 94 121 140 60' 140 111 130 64' 140 107 132 ;(PSF) IS ' > 961 65 100 94 140 96' 85 109 140 63' 140 96 114 68' 140 90 114'. 72' 140 702' 60 97 86 132 102' 77 100 140 66' 130 84 100 72' 140 78 99' :76' '132 108' 55 83 79 122 108' 71 92 135 69' 117 74 88 76' 125 fib 8'0' 'BO' 119 'S -s` 114' 51 77 73113 114+ 65 85 125 72' 105 66 79. 80' 112 59 76' -84' 120' 47 71 68 105 120' 60 79 116 75' 95 58 71 84' 102 52 68 ;89' X98 126' 44 66 64 98 126' 56 73 109 78' 87 52 64 88' 92 47 62'_ .92' .90 Z 132' 41 62 60 91 132' 52 68 102 81' 60 47 58 92 84 42 56, 96' X63 :O 138' 38 58 56 86 138' 49 64 96 84' 74 43 53 96' 78 38 61 100' '76 Z.�.. 144' 36 54 53 81 144' 46 61 90 87' 68 39 48 10T 72 34 47- 104' '7i Lu 150' 34 51 50 76 150' 43 57 85 90' 63 36 45 104' 67 31 43" d08' 66 156'' 32 49 48 72 156' 41 54 81 93' 59 33 41 108' 62 1 29 40' _ .172'- -02 162' 31 1 46 45 69 16T 39 51 77 98' 55 30 36 112' 68 27 37 116' '158 amit Z 168' 29 44 43 65 168' 37 49 73 99' 51 28 36 116' 54 25 34 174' 28 42 41 62 174' 35 46 70 102' 48 26 1 33 120' 51 23 32 5724' '52 .L_ 180' 27 40 40 59 180' 33 44 67 105' 46 24 31 124' 48 21 301 ''.128' '49 �m F-- 186' 186' 26 38 38 57 186' 32 42 64 108' 43 22 29 128' 46 20 26 .132' 46 192' 24 36 36 54 192' 31 41 61 111' 41 21 26 132' 43 19 2T 136'- '44 O. 198' 23 35 35 52 198' 29 39 59 114' 39 20 26 136' 41 18 25' 14,0' 42 9=9= 204' 23 33 34170- 204' 28 37 56 11T 37 19 25 140' 39 17 24 144' ;40 _ Z •.IJJ 210' 22 32 32 210' 27 36 54 120' 35 18 23 144' 37 16 23 '148' :38 216' 21 31 31 216' 26 35 52 123' 34 17 22 148' 35 15 22 452" '3v 222' 20 30 30 222' 25 33 50 126' 32 16 21 152' 34 14 21 156' 35 - a" 228' 19 29 29 228' 24 32 49 12T 31 '15 20 156' '33 14 20: '160' 33 �g�g 234' 19 28 28 234' 23 31 47 132' 29 14 19 160' 31 13 19` 164' '32 ',C,,, 3 .-1 240' 18 27 27 240' 22 30 46 135' 26 14 88 164' 30 12 18 168' 11246' 18 26 26 246' 22 29 44 138' 27 13 1T 168' 29 '12 17 172' 30 C g 252' 17 25 26 38 26T 21 28 43 141' 26 -12 17 172' 28 '11 17- ,176" 29 � 258' 17 24 25 37 258' 20 27 41 144' 25 12 16 178' 27 11 16' 180' 264' 16 23 24 36 264' 20 26 40 147' 24 11 15 180' 26 10 16 184' 27F1" x ..- 210' 16 23 23 34 270' 79 25 39 15T 23 11 15 184' 25 10 I5 276' 15 22 23 34 276' 19 25 38 153' 22 10 14 188' 24 10 14. 192' 25 •���' a NOTE:THE NON-RETENTION SLAT AND.VIEWPORT SLAT SPANS OR DESIGN'WIND'LOADS.SHALL NOT ' '3 B�R� �^ EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. 10 "Iff(IIIIIIII, CV .., N r 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILD-OUTS 3'BUILD.OUTS — END-RETENTION B NON- END-RETENTION&NON- END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION 6 NON;RETENTIOt TRACKS RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFASINGLEUNITSLAT MAXIMUM DESIGN PRESSURE�OFASINC-LEUNIT:SLAT m MAXIMUM DESIGN PRESSURE MNUMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED KITH WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT-ATTACHEOYITH "OFASINGLEUNITSLAAT OFA SINGLE UNIT SLAT 1!4'-14ELCODRIL•FLEX. 5118'-24ELCODRIL-FLEX 5f16'EL000LTRACONHFH 6 QC.t, WALLFOR ANY HEIGHT 'WALL FOR ANY HEIGHT .S�?�.� ATTACHED�H ATTACHED lMT@H B'O.C. (�8'O.C. @ 4'O.C. @,4.O.C. @`8'0.0, @ O.C.6. @ D.C.4' CQVC,& HOLLOW, '3B'ELCO CONFLIX 6*O.C. 3!B'ELCO CONFLEX 4'O.C. 1!8'ALIST 1f4'AUST 118'AUST tf4'AUST 1f4'AUST 1!4'AUST 1!4'AL15T FILLEDCMU CMU SLAT SPAN SLAT SPAN SLAT SPAN GONG& CONC.& PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE. :PRESSURE PRESSURE= E SUIT SPAN FILLED CMU SLAT SPAN FILLED CMU (PSF) PSF (PS. PSF PSF (PSF) (PSF) (PSF) (PSF) (PSP) ; PRESSURE PRESSURE 56` 140 140 140 140 68' 109 131 140 57* 140` 129: 140 (PSF) (PSF) 60' 120 140 140 140. 72' 95 114 140 60' 140- 110. 126 96' iD9 108" 138 64' 100 140 119 14D. 76' 83 101 139 63' '137 95.- 110 100' 101 117 130 68' '84 123 102 140 60' 74 90 125 66' 122- 83, '96, 104' 94 118' 122 72' 72 107 88 140 84' 66 81 114 69' '110' 73.x` - 108' 88 120' 116 76' 62 94 77 129 88' S9 73 103 72' '99 65' 76` 112' 83 124' 110 80' 54 84 68 115 92' 53 87 95 75' '90 56:. I88 118' 78. 128' 104 84' 48 75 60 '104 96' 49 B1 87 78' ;82 51 B1 X47 120' 74 132' D9 88' 43 68 54 95 100' 44 ,58 81 81' 75 46', '56 P= 124' 70 136' 95 92' 38 62 49 87 104' 41 52 75 84' 'i69 42' 31 .N 128' 86 140' 90 98' 34 58 44 60 108' 38 48 70 87' -63 38; 47 132' B3 144' 87 100' 31 52 41 74 112' 35 45 66 90' .59 35"' .43: 136' -60 148' 93 104' 28 48 37 68 118' 33 42 '62 93' :;55 32• 40. W z��C..tt 140' 57 152" 79 1D8' 26 44 34 64 120' 31 39 58. 96' -51 29; ;37 aOz - N148* S4'. 158' 78: 112' 24 41 32. 60 124' 29 3755 98' X48 27 34 �O y 52 160' '73 118' 22 38 30 56 128' 27 35 52' 102' 45 25' '32E S0 184' 70 120' 20 36 28 53 132- 25 33' 49 105' •42 231' 30, j 48 168'- 88 124' 19 34 26 50 136' 24 31 47 108' ,40 22 ;18 46" 172' 65 128' 18 32 24 47 140' 23 30 45 111' ;38 21, :28 44 176' 63' 132' 17 30 23' 45 144' 22 28 42 114' `;38 19 :25.42 160' 61 136' '16 29 22 42 148' 21 27 41 117' :34 181, 24'; ...41 184' -59 140' 15 27 20 40 152' 20 X26 '39 120' ,:33 17- 4 178' 39 188' 57' 144' 14 26 19 38 156' 19 '25' 37 123' ,:31 18; '21 180' 38 192' 55 148' 13 25 18 37 160' 18 24 36 126' '30 15: ZO'. 184' 37 196' 54 152' 13 23, 18 35 164' 17 23 34 129' -28 ib 19'' C 188' 35 200' 52' 456' 12 22 17 34 168' 16 22 '33 132' 127 14, 18' p`I 192' 34 204' 51 160' 11 21 18 32 172' 16 21 32 135'- .28 43; '1T 198' 33' 208' 49 164' 11 21 15 31 176' 15 20 31 138' 25 13.; 17, 200'_ 32 212 48 168' 10 20 15 30 180' 14 19 30 141' ..24 12' 16' L 15 204' 31 218' 46. 172' -10 19- 14 29 184' 14 19 :29 144' -23 11� W _ 210' 30 222" 45 176' W 18 14 28 189' 13 18- 21' 147' 22 11• '15• 218' 29 221r 43 ISO' 9 18' 13 27 198' 13 17 28 150' ,22 10 '141 0Q 222' 28 237' 40 184' 9 17 13 26 204' 12 16 24 153' r21 1D, - `141 Z=t• .0 Off' NOTE. NON-RETENTIDN:SLAT AND VIEWPOR7 SLAT SPANS OR,DESIGN WIND LOADS SHALL NOT EMCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8'FOR ANY CONFIGURATION. //I''�' •, \\\ 4:V N CV`"� 0 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS 3'BUILD-OUTS :7..BUILD-OUTS' END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON- END-RETENTION&NON- END-RETENTION&NON- END-RETENTION&NON-RETENTION TRACKS END•RETENTIOFT&NON-RETENTION TRACKS RETENTION TRACKS. RETENTION TRACKS RETENTION TRACKS MAXIMUM DESIGN PRESSURE OFASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM iDE51GN.PRESSUREOFASMtLEUNITSLAT' � MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY H�GHT ATTACHEDWITH WALL FOR ANY-HEIGHT ATTACFiEp WITH 1YN1 FCR AHY HEIGHT ATTACHED N1TH- OFASING EUNIT SLAT OF A SINGLE UNIT SLAT OF A SINGLE UNIT.SLAT C: 5116-HFH ELCO ULTRACON@4'O.C. 114'-14 ELCO DRIL-FLEX 5'16=24 ELCOORIL_FLER �1 a WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT �' CONC.B HOLLOW ATTACHED WITH ATTACHED WITH. ATTACHED WITH @6'O.C. @6'O.C. @4'O.C. @4.O.C... @H:'OC FILLED CMU CMU ?B'ELCO CCNFLIX @ 8'.D.C. 318'ELCOCONFLEX @ 6'O.C. 39'ELCO CONFLEX @ 4'O.C. TIMBER 118'AV6T i!4'AUST 17B'ALIST '1I4'AUST 1145'AtTST 1f4'A115T 174'NJST`- SLAT SPAN SLAT SPAN' SLAT SPAN �. ' PRESSURE PRESSURE PRESSURE CONC,& CONC.& GONG& PRESSURE PRESSURE PRESSURE PRESSURE -PRESSURE PRESSURE PRESSURE ; PSF PSF (PSF) FILLED CMU FILLED CMU FILLED CMU (PSF) (PSF) (PSF) (PSF) (PSG1 ). SLAT SPAN SLAT SPAN SLAT SPAN �. R. fi0' 140 125 140 PRESSURE PRESSURE PRESSURE 56' 140 140 140 140 65' 104 122 140 - y, 64' 140 104 125- (PSF) (PSF) (PSF) 60' 118 140 136 140 7Z 00 107. 140, 68' 140 88 '107 72' 135 84' 124 96' 140 84' 98 134 114 140 76'; - 79- 94 128 8 72' 129 75 93 76' 120 88' 113 100' 133 68' 82 115 98 140 ST 70. 83- 113 76' 114 1 65 82 80' 107 92' 104 1047 124 77 1 70 100 84 131 88' '6Z .75• 102 - w 102 -57 72 84' 97 96' 96 108" 117 76' 1 61 88 73 117 83. 56` 68: 93' iz ' 84' 92 50 64 1 88' 88 100' 89 112' 110 80' 53 79 64 105 97 50 62. 85': 1' 84 45 58 92' 81 104' 83 116' 104 84' 47 70 57 95 B ;46` 56 78' 92, 76 40 52 96' 74 108' 78 120' 98 88' 41 63 51 86 100` 42, :52T 72 ,p 96' 70 36 48 1D0' 69 112' 73 124' 93 97 37 58 48 79 104' 38 _48' 67 100' 65 33 44 104' 64 118' 69 128' 88 96' 33 52 42 72 108' - 35� 44, :63': - ,N. 104' 60 30 40 108' 59 120' 65 132' 84 100' 30 1 48' 39 67 112' '33 41' 59� Q'w.m 108' 56 28 37 112' 56 124` 61 136' 80 104' 27 44 35 1 62 116• 31 '39. 55' 112' 52 25 34 116' 52 126' 58 140' 76 108' 25 41 33 58 120' 29 X36 W:52' o0�� 116' 49 23 32 120' 49 132' 55 144' 73 112' 23 38 30 54 124' 27 '34 '49' Z. m;z�. 120' 46. 22 30 1 124' 46 136' 1 52 148' 70 116' 21 36 28 SD 128' 25± 32. 46: Z. 124' 44 20 28 128' 44 140' 50 157 67 120' 20 33 26 47 132' .24: .30' 44. 'm�Jum 128' 41 19 26 137 41 144' 48 156' 64 124' 18 31 24 45 136' :22• 29' 42' "'-'ILU Nm 137 39 18 25 136" 39 143' 45 160' 62 128' 17 29 23 42 140" 21 27' '40 'tu- 136' 37 17 23 140' 37 152' 43 164' 60 132' 16 28 21 40 144' 29 26'. 38' o� 140' 35 16 22 144' 36 158' 42 168' 57 136' 15 26 20 38 1413' - 19. '25 33' G Z 144' 34 15 21 148` 34 160' 40 172" 55 140' 14 25 19 36 157 18, 24' 39 W 148' 32 14 20 157 32 164' 38 176' 53 144' 13 24 18 34 156' 1F 22' 33' .� 157 31 13 19 156' 31 168' 97 1�' 52 148' 13 23 17 33 160' ,1T ?Z:- 32: J 156' 29 13 18 160' 30 172' 36 184' 50 152' 12 22 46 31 164' 1S 2T 31' J 160' 28 12 17 164' 29 176' 34 1�' 48 156' 11 21 i6 30 168' 15 20' 29, ,p'L 164' 2T 72. 17 168' 28 180' 33 192' 47 168' 11 20- 15 29 177 1G. 19 '29 G � -•� 168' 26 11 16 172' 26 184' 32 196' 45 164' 10 19 14 28 17fi 14' 411 27 .w 177 25 11 15 176, 26 188' 31 200' 44 168' 10 18 14 27 180' 1. •18' :25, 176' 24 10 15 180' 25 192' 30 204' 43 177 10 17 13 26 184' 13° 17 25.; OI I59 't 160' 23 '10 14 184' 24 198' 29 216' 39 176' 9 17 13 25 189' .13, 16: 24 Cb w §a 188' 22 9 13 192' 22 210' 26 231' 34 184' 8' 16 12 23 204' '11 '15' '23' S .M1 184' 22 9 14 188' 23 204' 27 M. 36 1S0' 9 16. 12 24 195' 17• 14 5z_- NOTE:THE NON-REfENTI N SLAT AND V BVPORT SLAT SPANS OR DESIGN MMD LOADSSHALL NOT EXCEED THE'SLAT PERFORMANCE`TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. VVY 4lrJh r 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4'BUILD-INS 4?8UILD4NS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON- END-RETENTION&NCN- END-RETENTION B NON- END-RETENTION&NON-RETENTION TRACKS . MAXIMUM DESIGN PRESSURE OFASINCJ.E UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UTJR RETENTION TRACKS RETENTION TRACKSRETENTION TRACKS .SLAT MAXIMUM DESIGNPAESSUREOF A,SINGLE UN(f•StAT MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACH®NTH WALL FOR ANY HEIGHT ATTACHED WITH WALL FORANY HEIGHT ATTACHED NTH 5176'ELCO ULTRACON HFH @ 6'O.C. 5116'HFH ELCO ULT1iACON @ 4'O.C. OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT OFA SINGLE UNIT SLAT 114 1-0 ELCODRIL-FLEX R WALL FOR ANY HEIGHT WALL FOR ANYHEIGHT WALL FOR ANY HEIGHT �'�� d�3'� 4 • CONIC. HOLLOW CONC.& 'HOLLOW ATTACHEDWITH ATTACHED WITH ATTACHED NTH @6'O.0 D.C.@fi' .�4'OC@4'.C6Ci TIMBER' TIMBER Fe FILL CMU CMU FILLED CMU CMU 3/8'ELGO CONFLEX @6'O.C. 318'ELCOCONFLIX-@6'O.C. 3B'.li000ONFLEX @4'O.C. 11B'At1S'T t14'AL18T -4181AUST .1/d'--RUST. SLAT SPAN SLATSPANSLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC..B CONC.B CONC.& PRESSURE PRESSURE PRESSURE PRESSURE (PSP) (PSP) (PSP) (PSP) (PSP) (PSP) FILLED CMU FILLED CMU FILLEDCMU (PSF) JPSF] (PSP) :(PSP) SLAT SPAN SLAT SPAN SLAT SPAN 57' 140 123 140 60' 140 124 140 PRESSURE PRESSURE PRESSURE 36' 133 •140' 140' 140 y Rµ 60' 140 107 130 64' 140 105 140 (PSF) (PSF) (PSF) 67 1D9- '140. --126 140' �g. "' s 63' 140 93 115 68' 140 90 '122 72' 136 84' 129 96' 140 64' 91 132. 107 140 .''` 66' 133 82 103 77 140 78 108 76' '122 BY 118 100' 140 68' 77' ',115 '92 140 ..x' 69' 121 73 93 76' 134 68 96 80' 110 92' 110 104' 134 77 06, Jul 79 135, ' 72' 110 65 '84 80' 121 61 87 84` 101 96' 102 108' 126 76' 57 i89 '64 121' �,..3IS 75' 100 58. 76 84' 111 54 79 BS' 92- 100' 1 95 112' 1 119 80' 50 80 '62 109 78' 93 53 70 BB' 102 49 72 92' 85 104' 69 116' 113 84' 44, '73 81' 86 48 64 97 94 44 66 96' 79 108' 84 120' 107 88' 39 '66 '49 91 rp 84' 80 43' 59 96' 87 40 61 100' 73 117 79 124' 102 97 35 60 44 %64 M 87' 74 40. 55 100' 81 37 56 -104' 68 116' 74 128' 97 96' 32 '55 41 78 90' 69 37 51 104' 75 34 52 108' 64 120' 70 137 92 100' 1 24 Si' '37 '72 y. 93' 65 34 47 108' 11 '31 49 117 EO 124' 67 136' 88 104' 21 X47 '.34 67 SZ� N. 61 32 45 112' 66 29 46 116' 56 128' 63 140' 85 108' 24 -'44 •:31. 63 cg O 99' 58 29 42 116' 62 27 43 120' 53 137 60 144' 81 112' 22: '41 .29 59 cg=r 107 55 27 39 120' 59 25 41 124' 50 -136' 57 148' 78 116' 21 .39 .26 105* 52 25' 37 124' 56 24 38 128' 48 140' 55 152' 75 120' 19, 36 25 .52 - a=-;a 108' 49 24 35 1 128' 53 22 36 137 45 144' 53 156' 1 72 124' 18 34t 24 ._5b '"•Z.�_ 111' 47 23 33 132' 51 21 34 136' 43 148' 60 167, 69 128' 17' 32 22 47 - O -114' 44 21 32 136' 48, 20 33 140' 41 157 48 164' 67 132' 16 .31 21 45 Ir 117' 43 20 30 140' 46 19 31 144' 39 156' 46 168' 65 136' 15 29 20 43 -LU - 120' 41 19 29 144' 44 18 30 148' 3B 160' 45 177 62- 140' 14 .i8 19 -41 123' 39 18 .27 148' 42 17 28 157 35 164' 43 176' 60 144' 13 ,27 -18 -39 126' 37 17 26 152' 40 16 27 156' 35 168' 41 180' 68 148' 12 25 17 -37 J � 129' 36 16 25 156' -39 16 26 160' 33 177 40 184' 56 152' 12 ?A 18 36 g 132' 34 16 24 160' 37 '15 25 164' 32 176' 188' 55 156' 1123 16 34 C � 135' 33 15 23 164' 36 14 24 168' 31 180' 37 192' 53 160' 17 R2 15 33 IW 32 14 22 168' 34 14 23 172' 30 1B4' 35 196' 51 164' 10 21 14 32 N � 141' 31 14 21 172' 33 13 22 176' 29 108' 35 200' 50 168' 10 -20 14 30 Y 144' 36 13 21 176' 32 13 22 186' 28 197 34 204' 49� 772' 9.• '20 13 .29 •C Nit .z 14T 29 13 20 180' 31 12 21 184' 27 198' 32 216' 45. 176' 9 ''19 -13- .28 W - 150' 28 12 19' 184' 30 12 20 188' 26_ 204" 31 228' 41 180' 9, X18 "12 Z7 6 _� 153' 27 17 19 18B' 29 11 19 192' 25 210' 30 237- 39 184' a, '.18 12 .26 w: NOTE:THE NON-RETENTION SLAT AND NEWPORT SLATSPANSOR DESIGN WIND LOANS SHALL NOT d � !c EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND BFOR ANY CONFIGURATION. Gni4 iii l O N r 4'BUILD-INS 3'BUILD-INS 3'BUILD-IHS X BUILD-INS 3 BUILD-INS 'X BUIL040 END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION B NON-RETENTION TRACKS END-RETENTION 8 NON-RETENTION TRACKS END-RETENTION 8 NON- END-RETENTION 8 NON-. END-RETENTION&HON- MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT RETENTION TRACKS RETENTION TRACKS RETQJT70NTRA61K5 M WALL FOR ANY HEIGHT ATTACHED WITH WALL FORANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED IMTH AXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESGNPRE55URE' 916'-24 ELCO DRIL-FLEX 916'ELCO ULTRACON HFH Q 6'O.C. 516'HFH ELCO ULTRACON Q 4'O.C. OF LLFORSINGLE UNIT SLAT W A SINGLE A Y H SLAT OF LL FOR A UNIT SLAT ,• . WALL FOR ANY HEIGHT W'Nl FOR ANY HEIGHT ,WALL FOR ANY FJJGHT Q8'O.C. Q6'O.C. @4'O.C. CONC. HOLLOW CONG.8 HOLLOW ATTACHED WITH ATTACHED WITH ATTACHEDWITH � TIMBER TIMBER op 114'AUST 1I4'AUST 114'ALIST' FILLEDCMU CMU FILLED CMU CMU 318'ELCO CONFLEX Q S'O.C. 3W ELCO CONFLE(Q 6'O.CI 34TELCOCONFCIX;Q4'0.C~ SLAT SPAN SLAT SPAN SAT SPAN ' PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B CONC;6: CON'Q:E SF (PSF) (PSF) (PSF) PSF (PSF) (PSF) PSF (PSF) FILLED CMU FILLED CI.IU FRLED ChN' _} F SLAT SPAN SLAT SPAN SLAT SPAN 68' 101 120 140 57' 140 119 140 60' 140 118 140 PRESSURE PRESSURE ,PRESSURE 72' 88 106 140 60' 140 102 124 64. 140 99 131 (PSF) (PSF). (PSF)' 76' 78 94 128 63' 137 89 109 65 140 85 114 72' 140 84' 134 :96' 140 80' 69 64 115 66' 123 78 98 72' 135 74 100 76' 126 88' 123 100' 140x- 84' 62 76 105 67 112 69 87 76' 121 1 65 89 1 80' 114 92' 114 104' 138 88' 56 70 97 77 102 '62 79 80' 110 1 57 80 84' 104 96' 106 1081 130 W. 51 63 89 75 93 56 72 84' 100 51 73 88' 96 100' 1 99 117 123 Z 96' 47 58 82 78' 86 50 66 89' 92 46 66 92' 88 104' 93 11E 116 100' 43 54 76 79 46 60 97 85 41 61 96' 82 108' 87 420' 110 104' 40 50 71 w 73 41 56 95' 79 38 56 100' 76 112' 82 124' 105 ~y 108' 37 47 67 BT 69 38 52. 100' 73 35 52 1D4' 71 116' 78 •128' iC0 ma"' d:�y 117 34 43 63 90' 64 35 48 109' 68 32 48 108' 67 120' 73 - 137 95 - 116' 32 41 59 93 60 32 45 I108' 45 29 45 117 83 124' 70 ,136' 91 Lu 120' 30 1 39 56 1 96' 56 1 30 42 112' 1 60 27 42 1 116' 59 128' 66 1 140' 87 124' 28 36 53 99' 53 ,28 39 116' 5625 40 120' 56 137 63 144' __84' �O N 128' 27 34 EA 107 50 26 37 120' 63 24 37 124' 53 136' 60 148' 80' E- 137 25 33 48 105' 47 24 35 124' 51 22 35 128' 50 '140' 58 157 77Cu 136' 24 31 45 100' 45 23 33 120' 48 21 33 137 48 144' 55 155' 74 C=P 140' 23 29 43 111' 43 21 31 132' 46 20 31 136' 46 146' 53 - -160, 72. .•��. 144' 22 28 41 114' 41 20 30 136' 43 19 30 140' 43 157 51 164' 69. .Z.. 148' 21 27 40 117" 39 19 28 140' 41 18 29 144' 41 156' 49 468' 87:. 152'- 20 26 38-- 120' -- - 37 - 16 27- 144' 40 - 17 27 - 148' 40 - ---160' 47 -17765. fig 156' 19 25 36 123' 36 17 26 - 148' 38 16 - 26 157 38 164' 45 176' '62- J 4 160' 18 24 35 126' 34 16 25 152' 1 36 15 25 156' 37 168' 44 187. '60` Z 164' 17 23 34 129" 33 16 23 156' 35 15 24 160' 35 172' 42 184' 59` 'C z 168' 17 22 33 137 31 15 22 160' 34 14 23 164' 34 176' 41 188' 67' ,, z 177 16 21 31 135' 30 14 22 164' 32 13 22 168' 33 180' 39 .107 55. 176' 15 20 30 138' 29 13 21 166' 31 13 21 177 32 184' 38 196' 53 C OI 7- 180' 15 19 29 141' 28 13 20 172' 30 12 20 176' 33 188' 37 200' :54 184' 14 19 28 144' 27 12 19 176' 29 12 20 180' 29 192' 36 204' 50 189' 14 18 27 147' 26 12 19 1S0' 28 11 19 1B4' 1 28 198' 34 216' 46, `\ �1 198' 113 17 Z6 150' 25 11 18 184' 27 11 18 188' 27 204' 3343 204' 12 16 24 153 25 11 17 188' 26 10 18 197 27 210' 31 237' 41 NOTE:THE NON-RETENTION SLAT AND VIEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. aeT� r X BUILD-INS 3'BUILD-INS 2'BUILD-INS WI 114'WALLS&3B'ANGLES T BUILD-INS NN 114'WALLS&318'ANGLES END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTIONTRA.CKS MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MA)OMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHEDWITH 1l4'-14 ELCO DRIL-FLEX 5`16'-24 ELCO DRIL-FLEX 916'ELCO ULTRACON HFH @6'O.C. 5116'HFH ELC0 ULTRACON 94'0.C: @ 6'OC, @ 6.O.C. @ 4.O.C. @ 4.O.C. @ S'D.C. @ G-0.C. @ 4.O.C. CONIC.& HOLLOW SLAT SPAN TIAIBER CONIC.& HOLLOIV TIMBER' SLAT SPAN 1B'AUST 114'ALST IB'AUST 1/4'ALSSLAT SPAN T 1/4AUST 1l4'AL/ST SPAN T 1l4'ALIST FILLED CMU CMU FILLED CMU CMU It PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE � (PSF) SFJ (PSF) (PSF) (PSF) (PSF) SF (PSF) (PSF) (PSF) (PSF) (PSF1 .(PSFI. 56' 133 140 140 140 68' 104 123 140 57' 140 112 132 60' 140 110 '139 6 ' 60' 110 140 128 140 72' 91 109 140 60' 140 97 115 64' 140 93 '120 q 64' 92 135 109 140 76' 00 97 132 63' 126 84 102 66 136 79 104 68' 78 118 93 140 80' 72 88 119 66' 113 74 90 72' 121 69 .92 72' 67 104 81 139 84' 65 79 109 69' 102. 65 81 76' 109 W 82: 76' 58 93 71 125 88' 59 72 100 72' 93 58 73 1. 98 53 73' - 10' 51 83 63 "113' 92' 53 66 92 75' 85 52 81 1 84' 89 47 .66 84' 45 76 57 103 96' 49 61 86 78' 78 47 61 88' 82 42 88' 40 69 51 95 100' 45 57 80 81' 72 43 56 92' 76 38 'S5 92' 39 63 46 B7 104' 42 52 75 84' 67 39 51 90' 70 35 '51 Z w 33 58 42 B1 108' 39 49 70 87' 62 36 48 106 65 32 47. �,dA 10D' 30 54 39 75 112' 36 46' 66 90' 58 33 44 104' 61 29 44 104' 27 50 36 70. 116' 34 43 62 93' 54 30 41 V1440' 57 27 41. "O LAJ 108' 25 47 33 66 120' 32 41 68 96, 51 28 38 53 25' `39 112' 23 43' 31 62 124' 30 38 55 99' 4B 28 36 50 23 .38 aD:Z 116' 22 41 29 58 128' 28 '35 53 102' 45 24 34 48 22 `.34 O N 120' 20 38 27 55 132' 27 34 50 105, 43 23 32 45 20 32 Z:R 124' 19 36 25 52 136' 26 33 48 108' 41 .21 30 '43 19 30 �y 128' 18 34 24 60 14T 24 31 46 111' 39 20 ZB 41 18 '29 •I=p 132' 17 33 22 47 144' 23 30 44 114' 37 19 27 39. 17 .2J 9=1 a' 135' 16 31 21 45 148' 22 28 42 117, 35 18 26 37 16 '26 y-1140' 15 29 20 43 152' 21 27 40 12X 34 17 '25 35 15' 25144' 14 28 19 41 156' 20 26 39 123' 32 16 23 148 34 15 ,24. IL7 §I' o 148' 13 27 18 1 39 16T 19 25 37 126' 31 15 22 157 1 32 14 152' 13" 26 17 38 164' 19 24 36 129' 30 1 14 21 156' 31 13 122 156 12 25 17 36 168' 18 23 34 132' 28 14 21 160' 30 13 .21 ,C 160' 11 24 16 35 172' 17 22 33 135' 27 13 20 164' 29 12 20 ,w -s 164' 11 23' 15 33 176' 17 22 32 138' 26 13 19 166 28 12 19 C 168' 11 22 15 32 186' 16 21 31 141' 25 12 18 172' 27 11 18 17T 10 21 14 31 184' 15 20 30 144' 24 12 18. 176' 26 11 18 :C $JSgi 176' 10 20 13 30 189' 15 19 29 147, 24 11 17 180' 25 10 17 ` W ��i 160' 9 20 13 29 196' 14 18 27 150' 23 11 i6 184' 24 10 17 184' 9 19 13 28 204' 13 17 26 153' 22 10 18 1B8' 23 1 ' ..HJ p NOTE:THE NON—RETENTION SLAT AND MEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT EXCEED THE'SLAT PERFORMANCE'TABLES.ON SHEETS 7 AND 8 FOR ANY CONFIGUMTION. q F" 11011 1�� CV r— 2'BUILD-INS W11R'WALLS&31B'ANGLES 7 BUILD-INS W!114'WALLS&3V ANGLES. 2'BUILD-INS W1114'WALLS&318'ANGLES 7 BUILD-INS WI V4'WALLS&318'ANGLES BID-RETENTION& END-RETENTION& END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS NON-RETENTION TRACKS NON-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OFA SINGLE UNIT SLAT MAAMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT - MA%IMUM DESIGN PRESSURE OFA MAXIMUM DESIGN PRESSURE OFA WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED NTH yy� SINGLE UNIT SLAT WALL FOR ANY SINGLE UNIT SUIT WALL FOR ANY 114'-14ELCODRILdFLEX 5N6'-24ELCODRIL-FLEX HEIGHT ATTACHED NTH HEIGHT`ATTACHED PATH @ @6'O.C. @6'O.C.. @4'O.C: @4'O.C. @8'O.C. "@6'0.C. @_4'OCr, 318'ELCOCONFLIX 8.O.C. 318'ELCOCONFLE)( 6'O.C. @ SLATSPAN118'ALIST 114'A IST 118'AUST 114-AIJST SLAT SPAN1/4'AUST 1l4'RUST 114'A.L1ST' -. g CONC.&FILLED CONC.&FILLED PRESSURE PRESSURE. PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE- SLAT RESSURESLAT SPAN CMU SLAT SPAN CMU (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) (PSFii 95 112 140 PRESSURE(PSF) PRESSURE(PSF) `5S 125 140 140 140 68' } 60' 103 140 119 140 72' 84 99 131 y'P' 9. 68' 140 72' 140 64' 86 124 101 140 76' 74 88 117 77 126 76' 140 6B' 73 108 86 .140 80' 66. 79 1W6: 76' 113 SI' 129 72' 62 95 75 124 S4' 69, 72 97 ' pp 80' 102 84' 118- 76' 54 84 66 112 B0' 54 65 89 SY- 84- 93 SB' 108- 80' 48 76 58 1 101 92' 49 60 82 SB' 85 92' 100 84' 42 68 52 92 96' 45 55 76 'Z .47 92' 79 95' 93 881 37 62 47 &5 100' 41 51 71 ' 96' T3 100' 87 92' 34 57 42 78 104' 38 47 66 `•� 100' 68 104' 82 96' 30, 52 39 72 108' 35 44 62dn- 104' 63 108' 77 100' 28 48 35 67 112' 33 41 58 Q an 108' .59 117 72 104' 25 45 33 63 116' 31 39. 55 C= 112' 56 116' 68 108' 1 23 42 30 59 120' 1 29 36 52- ...Z 116' 52 120' 64 N1228" 22 39 28 55 124' 27 35 49 m Z=' 120' 50 124' 61 20' 37- 26 52 128' 25 33 47 124' 47 128' 58 19 35 25 49 132' 24 31 44 12W 44 132' 55 17 33 23 47 136' 23 29 42' 'J J 137 42 136' 53 16 31 22 44 140' 22 28 40 0136' 40 140' 51 15 29 20 42. 144' 21 27 39140' 39 144' 48 14 28 '19 40 148' 20 26 37144' 37 148' 46 14 27 18 38 '152' 19 24 3S:448' 35 157 45 144 1 13 25 17 1 36 156' 18 23 34 157 34 156' 43 148' 12. 24 17 1 35 160' 1 17 1 23 33 156' 32 160' 41 152' 12 23 16 34 '164' 17 22 32- 'C 160' 31 164' 40 156' 11 22 15 32 169' 16 21 30' 164' 30 168' 38 160' 11 21 14 31 177 16 20 29, -� 168' 29 172' 37 164' 10 20 14 30 176' 15 19 28• ,C 29 177 28 176' 36 168' 10 20 13 29 IV 14 19 27 176' 27 180' 34 177 9 19 13 28 184' 14 1 18 26 180' 26 197 31 176' 9 18 12 27 Iw 13 17 25, 184' 25 204' 29 1S0' 9 18 12 26 196' 13 i6 24 g.7 IN 24 216' 26 184' 8 17 11 25 204' 12 15 23 ��`•� . `"g u v r NOTE:THE NON—RETENNDN SLAT AND WEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT (R1$ EXCEED THE'SLAT PERFORMANCE'TABLES ON-SHEETS 7 AND 8 FOR ANY CONFIGURATION. s; 77rlllll ll111 r 'ANCHOR(NYC) t/4b MIS l'0.4LTRACON-LA 12'O:C ' .(SEE..COHNECOON ANGLE CAPACITY ON SLEET 19) WITH GF 1�8'•ANCLE,(h'P), 1�d0'.DRIL-FLEX.OR BOLT 1g (SEE'CONNECTION ANGLE CAPACITY ON SHEET 19) NOS, ANCHOR SECTION.FOR THE WALL (SEE CONNECTION'ANGLECAPACIIY'OH:SHEEi:19) MOUNT IS SHOWN.HEADER r . _ .. .. SIMILAR TO SILL CAN BE 1/8"TNICK ALUM:;'ANCLE UP'T0.1500,!LBS I.I AN WITHOUT CAP OR 1/4'rHICk AL VC-ANGLE.UP,T0;.6SOD:L85 _ - (SEE CONNECDON4NCLEi ONISHEET 19), a. o q SEE DR L FLDI'OR BOLT S d (SEE CO,VNECT)ON.'ANGIE CAPACIIY';ON'SHEE7 19) surSP . AN ,SAN Q . g . S!(UTTER-SPAN.. • `z ZSPAN SINGLE'UNIT ELEVATION :SINMCUNFTVMSTORMBARINSTAUATION�N,T-% N .. -.. - SHUTTER ROUSING •18:: - SHUTTER HOUSING _i SSMM SLAT •��:5 STORM-RAR- - STORM'BAR'. (SEE.TABLES.ON S?!EETS:,ZO T4�•22) a (SEE'TABlFS•GN:Si1EET5'ZO,iO"24) C:).. O- 1/9 LU 1HICK ALUU:;ANGLE UP TD-2500 LBS' - 'LW 1/6:,THICK AIU:,A\ME UP;TO'8500 LHS'. 1/8•THILK`TLUU!WGLE+U7 TO ZSOD.LBS' 1/4 THLCk;ALM,ANGLE,UR-TO'650D:LBS' 4 (SEE._C0.VNECTKNL'ATiGIE ON SHEEP 19)..(tO)' _ (SEE'Civ :NEMN ANGLE�ON SHEET'19)'" J/4'b_omi.cTU bR'BOLt J w'_ (SEECONNECTION,ANGLE CAPACHY-:ON`SfEEf 18) T/4"D'ORIL-FlE1(OR BOLT_. • ., (SEE;OONNE('TION„ANOIE,CAPACfiT'ON,SNET 1D)' (SEE.CONNECTION AVCLE'CAPACITY'ON.SHEEP 19) F OJ < .; 19 c v - SECRON FOR,THE SILL.IS, g ft,-9 -HEiLDER OP PON ISRHOUT CAP ORLANGLE •SLAT.:SPAS-+�-SLAT.SPAN— --SLAT"AN- --�- a'• •'j • E(TEND SILL UNOMSHUITER OR USE a ija*0s tau Sis'o z oc%VM 3.OR=MORE SPAN rSINGLE UNIT ELEVATION' )/a o:a/1c•ULTF0.C60(1YP) SH SPAN C SOIOLE UNIT WIIHSTORH BARS INSTALIATIOV•,NTS,, BUIL'D'IN SECTION_ (SEE:CONNECnON TABLES ON SHEET•IB) g E'• sTou+BARVISTALLATIOR-N.VL BUILD-'LT;SECTION • E`. STORM MR INSTALLATION-R.TS. NOTES: STORM'BARS%CAN'8E,USED:OM'MULTIPLE,UNIT INSTALL'ATIONS'' • STORM'BARS TAN;BE USED i0 REDUCE L!IMUUM SEPAIg110N 7O:DlASS 'AAIIfj� LL� r TO 1d srDR1i'T4AA •gyp IN (SEE TABLES ON.'.SHEETS 20 7HRU 22) AGN 5 8) I 1/6•:*C1(ALUM..:ANCLE UP To",400.1es; SHUT4ER•NO7 THICk ALUM ANGLE UPTO;6500'LBS' (E I SHOWN FOR! I -(SEE,CONNECTION;;ANCLE TABLES' TH 5 SkEE�' 1d OPTIONu 1/4 a,DRIL FLIX OR;DOLT(TYP)._ R )Jlfl• � I LYtERRN4- I (SEE CONyEC7i0N ANGLE TABUFS1)N TH6-6FfEEr) g'��.�,� ANGLE TEG. _ - .�ff'� :' E j ATTACHMM T� - � (SEE CONNECTION.iAOLMA9LFS��ON THIS•.SHEET)6 -- — ------ --O -- -O - -- ------- - iE�r \ -- — --- - Is OR 8ds MIN, y i SPA,: -10d I4(TYP) 1Id 10R.5/100 KTRACON 0 O - 12•0•C:•BETNEEN OR N.. h UIN. ` BUILD.-OUT SILUHEADER-'CONNECTION rrl W Z OPTIONAL FILLET ` � .�� NALSTORHBARINSTAMATTON-w RTA a / BUILD-OUTZILtMEADER CONNECTION CAPACITY .A•a z.=. CONCRETE 6'FILLED CMU HIXIOWCMU t100D •,�JO DE5IGNLOAD ANCHORSREQUIRED DESIGNLOAD ANCHORS REQUIRED DESIGNLOAD ANCHORSREQUIRED 9=2 CONNECTION>iANGCE.' LBS EACHAN0.E (LBS) EACHANGLE FJICHANGLE `Z STORM BAR 04STAUATTON-Nis: Is% 114-ULTRACON '1050 '114-ULTRACON 900 3'114-ULTI4ACON ?2520 4 114'ULTRACON 1400 4)1/4'ULTRACON 1200 4 114•ULTRACON 'b o :2080 (2)5116'ULTRACON 1290 ( 5116-ULTRACON 1770 (3 5!{(%ULTRACON ,q NO-TES STORM BAA'CONpNECTION;CAPACRY;TABLE"PoR:REOU/RE0.A4CHORS USE:CENTER'ANCHOR 3120 (3)5116'ULTRACON 1720 4)5I161ULTRACON. 2360 4 Ed Ir LTRACON. SPACING AND LOCATIONS NHEN REAUIRED.. "4160 4'5116'ULTRACON 2150 5 5116'.ULTRACON 2950 5 5118W ACCN :5200 (5)5116'ULTRACON 2580 (6)5116'ULTRACON 3540 (6)5116`,ULTRACON SEC STORM OAR'END'LOAO..ON-MNOMOM-DES4N;,PRESSURE_STORM OAR TAMES FOR.TNE.REQUIRED M. B 5/17 ULTRACON 4720 fB Slt6:ULTRACON y � a ` •UINIMUU-CONNECT104 CAPAM C ON CNECTION ANGLE CAPACITY.(2 RECUIREM 'CONCRETE B FILLED CUN HOILO'NCMU - 'L'ACD -- 116'MIN ALUTANUM 114'MINALUMINUM �3#� DESIGN LOAD"ANCHORS REQUIRED DESIGN LOAD ANCHCRS•REQl11RE0, DESIGN LOAD--ANgHCRS,RECIIARED'DES'GN LOAD ANCHORS REQUIRED DESIGNLOAD ANCHORSREQUIRED LES iEACHANGLE EACH ANGLE L -EACHANGLE EACHAN&E Lusl EACH ANGLE �•� ..Zr' 1280" f tll`ANCHGiS 700 1IlS'A14CHOR9 '600 .1 114'lWCNCR9. 1320 1 IR•14DR1L--FEDI- 2120 "114-14DRIL-FLFS( IL-FLIX2520• 2:U4'ANCHORS 1400 'AWANCHORS 1210 114-ANCHORS 2540 114-14 DRIL-FLEX 4240: IL-FLEX23&0. 1)51161ULTRACON B60. 1)5116'.ULTRACON 1180, ,1 SWULTRACON. 3960, IX14 DRILFLEK 6300. IL-FLIX4160' Y16'ULTRACDN 1720• 5116'ULTRACONN 2360 12 5N6'ULTRACON 124D 1114'THRU DOLT, 25M BOLT 13V DROPIN, 2580 3)5116'ULTRACCN 3540' '35116ULTRACONI 2480 ).114,THRU BOLT• 5000: BOLT(2):318'DROPIN• :3440 4)5H6-,ULTRACON 4710. :4)511MLTRACON 3760 (2136THRUBOLT 3760 BOLT i��,'' Rm �• �.p Off` � i -41111AW 4V MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OFA MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A "• 2'%2'X1/4'STORM BAR(6063-T6)-2 SPANS 2'X3'X1/B'STORM BAR(6063-76)-2 SPANS 2'X471/8'STORM BAR(6063-T6)-2 SPANS 274'XJAISTCRM MR 6063-T6)-2 SPANS AVERAGE STORM BAR DESIGN STORM BAR STORM 13AR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM 13AR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR 9: SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE ENDLOAO DEFLECTION SPANWIDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WIDTH LENGTH, PRESSURE ENDLOAD- DEFLECTION a UPTO UPTO (FSF) (LB) YIN) UPTO UPTO (PSF) (LB) Y(IN) UPTO UP TO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB)' Y(IN) �.- 42' 140 766 1.2 42' 140 766 1.0 65' 140 1203 1.1 54' 431' 1658 1.0 � „ 48' 140 875, 1.5 48' 140 875 12 72' 132 1238 1.1 60' 1D6' ']491 1.7 m• 54' 140 984 1.8 54' 140 984 1.4 78' 113 1148 1.1 66'. :87 :1346 1:1 �I~g s' 60' 117 914 2.1 60• 125 977 1.7 84' 97 1061 1.1 72' 73 1232 1.1 41 66' 96 825 2.4 66' 103 885 1.8 90' 85 9% 1.1 78' :'63 1152 Y.1 %66.1 JO' 30' 30' S4' 72' B7 759 2.8 72' 87 816 1.8 96' 74 925 1.1 84' b4 1063 14 �(5 78' 1 67 680 3:178' 74 752 1.8 102' 66 B77 1.1 90' =47 .991 '1.1 �•8.§ ` 84' 54 591 3.4 84' 64 700- 1.8 108' 59 830 1,1 96' 41 '923 1.1 - � 90' 44 516 3.4 90' 56 656 1.8 114' 53 787 1.1 102' 37 885 1.11 96' 36 450 3.4 96' 49 613 11 1.8 120' 48 750 1.1 108' 33 835 1.1 Q: . > 42' 140 919 1.2 42' 140 919 1.0 68' 131 1351 1.1 48' :140 1750 0.8 _ 48' 140 1050 15 48' 140 1050 1.2 72' 110 1238 1.1 64' ':1181 1650 19 ' 54' 120 1013 1.8 54' 129 1088 1.4 '71' 94 1146. 1.1 60' '.95 1484 1.1, .Z 60' 97 909 2.1 60' 104 975 1.7 84' 81 1063 1,1 66' •79 1358 1.1 66' 80 825 2.4 66' 86 887 1.8 90' 71 998 1.1 72' -68 12381-t 36' LLD 72' 68 765 2.B 98' 72' 72 810 1.8 90' 62 930 1.1 6U' 78' 'S6 1138 1.1 �,1-- 78' 56 683 3.1 78' 62 756 1.8 107 55 877 1.1 84' 49 1072 1.1Q atz;; 84' 45 591 3.4 84' 53 696 1.8 108' 49 827 1.1 90' 42 •984 _ 11 90' 37 520 3.4 90' 46 647 1.8 114' 44 784 1.1 96' 31 '.925 1.1 96' 30 450 3.4 96' 41 615 1.8 120' 40 750 1.1 102' 33 •.877 1:1. 42' 140 1072 1.2 42' 140 1072 1.0 66' 112 1348 1.1 '42' 140 1684 0.7 O:= 48' 130 1138 1.5 48' 140 '1225 1.2 72' 94 1234 1.1 48' 135, 10.56 0.8 ME- CL- 54- 103 1014 1.8 54' 110 1083 1A 78' 81 1152 1.1 54' 107 1655 1.0 W 60' 83 908 2.1 60' 89 973 1.7 84' 69 1057- 1.1 60' .87 '1495 1.1 66' 69 830 2.4 66' 74 890 1.8 90' 60 984 1.1 66' 72 1361 1.1, E O 42' 72' 58 761 2.8 42' 72', 62 814 1.8 42 96' 53 928 1.1 66. 72' 60 1238 1.1 78' 48 683 3.1 78' 53 754 1.8 102' 47 874 1.1 78' •51 1140 1.1 W 84' 39 597 3.4 84' 46 704 1.8 108' 42 827 1.1 B4' 44 1059 -1.1 y.4 - 31 509 3.4 W. 40 656 1.8 114' 3B 790 1.1 90' 38 980 1.1 LJ 33 96' 26 455 3.4 96' 35 613 1.8 120' 34 744 1.1 96' �34 X 935' 1.1' -^- 42' 140 1225 12 42' 140 1225 1.0 66' 98 1348 1.1 42' S44 8 0.7 48' 114 1140 1.5 48' 122 1220 1.2 72' 83 1245 1.1 48' 60 .0-9 C" 54' 90 1013 1.8 54' 97 1091 1.4 7B' 70 1138 1.1 54' 4 1.0 'y 60• 73 913 2.1 60' 78 975 1.7 84' 61 1068 1J 60' 81 1.1 .0 66' 60 825 2.4 66' 65 894 1.8 90' 53 994 1.1 66' 61 1.1 _ 48' 48' 48' 72' 72' 51 765 2.8 72' 54 810 1.8 9� 47 940 1.1 72' 8 1.1 Wy6 78' 42 683 3:1 78' 46 748 1.8 102' 41 877 1.1 78' 48 1.1 ._ 84' 34 595 3.4 84' 40 700 1.8 108' 37 833 1.1 B4' 50 1.1 ti 90' 27 506 3.4 90' '35 658 1.8 114' 33 784 1.1 90' 4' 1:1 `��` RV. 23 460 3.4 96' 31 620 1.8 120' 30 750 1.1 96' 0 Iul DEFLEC71011 Y '��• �, � �0••� '� 7jhllll1171\cV NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS o CV N MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OFA MAXIMUM DESIGN PRESSURE OFA 2'X4'X1/4'STORM BAR 6063-T -2SPANS 2747114'STORMBAR 6063-T6-2SPANS 27271/4'STORMBAR 6063-T6-30RMORESPANS 2'X3'XVB'STCAMBAR(6063-T81-30RMORE SPANS AVERAGE. STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR. DESIGN STORM BAR_ STORM BFR 9 SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN IMDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN NIDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE INDLOAD•DEFLECTION UPTO UPTO (PSF) (LB) Y(IN) UPTO UPTO (PSF) (LB YIN UPTO UPTO (PSF) (LB) YIN UPTO UPTO: PSF)' LB YIN - N�^, 66' 140 1925 0.8 54' 140 2559 0.7 42' 140 704 1.2 427 140 '704 1:0 ' _ �: 75' 130 2125 0.8 60' 131 2661 0.8 48' 140 805 1S 48'. 140 .6051 12` mr- 84' 108 1890 0.8 w 108 2413 0.8 54' 140 908. 1.8 54' 149 '906 1A' �'� 93' 88 1705 0.8 72' 91 2218 0.8 60' 128 920 2.1 60' 137 '985' 1.7 102' 73 1551 0.8 78' 77 2033 0.866' 105 830 2A 66' 113 893. 1.8 , 111' 62 1434 1.0 �� 84' 67 1905 0.8 3D' 72' 89 768 2.8 30• 72' '95 1819' 1.8 120' 53 1325 1.1 N. 58 1767 0.8 78' 74 691 3.1 78'. '81 757 1.8 0 129' 48 1236 1.3 M. 51 1658 0.8 84' 59 594 3.4 84' '7D 704 1.8 m .� 138' 40 1150 1.5 102' 45 1554 0.8 97 48 518 3.4 90' 61 658, 1.8' 'a 147' 35 1072 1.7 108' 40 1463 0.9 96, 40 460 3.4 95" 53 '610 1.8 � 66' 140 2166 OB 54' 140 2756 0.7 42' 140 845 1.2 42' 140 845 1A 75' 121 2127 0.8 60' 121 2647 0.6 48' 140 966 1.5 4B' 140 965 12 f 84' 96 1890 0.8 66' IDO 2406 0.8 64' 131 1017 LB 54' 140 1087 tA' -g 93' 79 1722 O.B 72' 84 2205 0.8 60' 106 914 2.1 60' 114 983 1.7 102' 65 1554 0.6 78' 72 2048 0.8 66' 88 835 24 66` 94 :892. 1.8' �• 111' 55 1431 1.0 �• B4' 62 1699 0.8 7T 74 766 2.8 3b' 72` 79 818; 1.8 120' 47 1322 1.1 90' 54 1772 0.8 78' 61 684 3.1 78' 68. 762' 1.8 -cc 129' 41 1240 1.3 96' 47 1645 0.8 84' 49 592 3.4 84.' 58 700' 1,6 j=_j= 138' 36 1164 9.5 102' 42 1562 0.8 90' 40 518 3.4 90' '51 660 1.8 O.• 147' 31 1058 1.7 108' 37 1457 0.9 96' 33 455 3.4 96' 45 621 1.8 m:Z-�: 66' 140 2406 0.8 54' 140 2953 0.7 47 140 986 1.2 42' 140 •988 1.0 �O= 75' 109 2129' 0.8 60' 113 2648 0.8 48' 140 1127 1.5 48' 140 1127 12 93L �Za 84' 87 1903 0.8 fi6' 94 2423 0.8 54' 113 1023 1.8 54' 121 1043 1.4 93' 71 1720 0.8 72' 79 2222 0.8 60' 91 916 2.1 60' 98 986` 17.60. O 102' 39 1667 O.B 78' 67 2041 0.8 66' 75 030 2.4 65? .81 .897L 1.8 111' 50 1445 1.0 84' 58 1903 0.8 42 72' 63 761 2.8 42' 7T 68 821 1.9 z 120' 42 1313 1.1 W. 50 1758 0.8 78' 53 693 3.1 78S 58 759' t.8 u.l 129' 37 1243 1.3 90' 44 1650 0.8 84' 42, 592 3.4 - 845 50 '704 1.8' o 138' 32 1150 1.5 102' 39 1554 0.8 90' 34 513 3.4 981 43 .649. 1,8 J ,I 147' 28 1072 1.7 108' 35' 1477 0.9 96' 28 451 3.4 �96• 38 612 0 B6' 117 2413 0.8 48' 140 2800 0.6 42' 140 1127 1.2 4T 140 4127 1.0 ` 75' 91 2133 0.8 54' 131 2948 0.7 48' 125 1150 1.5 4B' 134 ,1233 12' '� .�"- B4' 72 1890 0.8 60' 106 2650 0.8 54' 98 1014 1.8 54' .106• 1097 IA 93' 59 1715 0.8 66' '88 2420 0.8 60' 80 920 2.1 ST.. 86 9B9 L7- 102' 49 1562. 0.8 72' 74 2220 D.8 66' 66 835 2.4 66' .71 898 1,8 72' 96' 48' 48' z 111' 41 1422 1.0 78' 53 2048 0.8 72' 55 759 2.8 72' .69 814' 1b. 'W" 15:)q - 120' 35 1313 1.1 84' S4 1890 0.8 78' 46 688 3.1 781, .51' 762. 1.8' 129' 31 1250 1.3 90' 47 17(13 0.8 84' 37 596 3.4 84' :44 908' 1,B 138' 27 1164 1.5 96` 41 1640 0.8 90' 30 518 3.4 90' 38 '658 f9. 1 c 147' 24 1103 1.7 102' 37 1573 0.8 96' 25 460 3.4 96' 43 607 f.6' "-� !i0 oEFLEcnoN r =g w� ^' ud`. k 1_ ..........,��o;� NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO GLASS �7j�1.ts11�'•� SV 0 o a a a MAXIMUM DESIGN PRESSURE OF A MAXIMUM.DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF.A TX4'XIIB'STORM BAR(6063-T6)-30R MORE SPANS 2'X4'X718'STORM BAR(6083.76)-3 OR MORE SPANS 2'X4'%1/4'STORM BAR(6063-T6j-3 OR MORE SPANS 2'X4-X114'STORM BAR'606336.•1:606RESPANS. - AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE ,STORM BAR DESIGN STORM BAR STORM BAR. AVERAGE STORM BAR DESIGN, STORM MR:S70RM BAR, S SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPANIMDTH' LENGTH PRESSURE ENDLOAD DEFLECTION SPAN'MDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WIDTH LENGTH'( PRESSURE ENO.IL OEFLECTIO4 UP TO UPTO PSF) (LB) YIN UPTO UP TO PS. B) Y IN UP TO UPTO (PSF LB Y(IN UPTO UPTO PS "i Y m.•.. �� 66' '140' 1107 1.1 54' 140 1630 1.0 6a 140 1771 0.8 54- '140 2355 0:7; ��• ` 72' 140 1208 1.1 60' 116 1501 1.1 75' 140 2013 0.8 60' :140 `2'016 09; - 7W 123 1149 1.1 66' 96 1366 1.1 84' 118 1900 0.8 66' '118' 2426. 68 84' 106 1067 1.1 7T 80 1242 1.1 93' 97 1729 0.8 72' '99 .2710 0.8� 90' 93 1003 1.1 78' 68 1144 1.1 102' 80 1564 .0.8 78' '85 2065 OB y.: • >� 30' 54' 48' 78' 96' B1 932 1.1 84' 69 1069 1.1 111' 6B 1447 1.0 84' '73 1910 0.8. s' 107 72 880 1.1 90' 51 990 1.1 120' 58 1334 1.1 '90' ;63 1766 0.8 $, y: . 108' 64 67B 1.1 96' 45 932 1.1 129' S0 1236 1.3 96' =,56 1674 0.8 8 114' S8 792 1.1 107 40 880 1.1 13B' 44 1164 1.5 102 '49 1557 0.8: i 120' 52 748 1.1 108' 36 838 1.1 147 39 1099 1.7 108' ,'44 -1480 0.9 �- 66' 140 1328 1.1 4B' 140 1610 0.8 6� 140 '1992 0.8 54' 140 2536 0.7 72' 121 1252 1.1 54' 129 1669 1.0 75' 132 2135 0.8 60' "133- 2677 0'. 78' 103 1155 1.1 60' 104 1495 1.1 84' 105 1902 0.8 66' •110 2435, - 08' O 84' 89 1075 1.1 66' 86 1360 1.1 93' 86 1725 0.8 72' 92 2122 0.8 36- 90' 77 996 1.1 72 72 1242 1.1 107 71 1562 O.8 78' '79 2DST 08 96' 68 938 1.1 60' 78' 62 1159 11 �• 711' 60 1436 1.0 �• 84' :68 .1916 02 102' 60 880 1.1 84' 53 1067 1d 120' - '52 1346 1.1 ---90' ;59. 1781 08: 108' 54 838 1.1 90' 46 992 1.1 129' 45 1252 1.3 M. .52 '1674 '0.8 �.,0.� 114' 48 787 1.1 96' 41 943' 1.1 '139' 39 1160 t�.5 107 45 1574. O8 Z r= 120' 43 742 1.1 402' 36 8BO 1.1 147' 34 1078 1.7 108' 41 1465 019 CWO ; 66' 123 1361 1.1 4T 140 1550 0.7 66' 140 2214 0.8 54' .140 2717 0.7 72' 103 1244 1.1 48' 140 1771 0.8. 75' 119 2138 D.8 BO' '124 4674 09. m ,_ 78' 88 1151 1.1 54' 117 1665 1.0 84' 95 1912 0.8 66' '102, 2419 0.8' 84' 76 1071 1:1 60' 95 1502 1.1 93' 77 1716 0.8 72' :'80 2225 0.8. 90' 66 996 1.1 66' 78 1357 1.1 f0T 64 1564 0.8 78' '73 2046 co �, 42' 66' 60' 9D' 96' 58 934 1.1 7T 66 1252 1.1 111' 54 1436. 1.0 84' 'E3 1902 08az 102' 51 872 1.1 78' 56 1151 1.1 120' 48 1323 1.1 90' .55 .1779 08' 108' 46 833 1.1 84' 48 1063 1.1 129' 40 1236. 1'.3 -96' "48 1656. 0.8 1.1 ,4 114' 41 784 1.1 90' 42 996 1.1 138' 35 1157 1.5 107 .43 .1576 0.8 J ;C 120' 37 745 1.1 96' 37 936 1.1 147 91 1092 '1.7 108' •38 .1475 0:9 J 66' 108 1366 1.1 4T 140 1691 0.7 65, 128 2429 0.8 48' 140 2578 0.6' C' 72' 90 1242 1.1 48' 136 1877 0.8 75' 99 2135 0.8 54' 1 140; 2898 0..7 78' 77 1151 1.1 54' 107 1661 1.0 84' 79 1908 0.8 60' 116 2666 Off 72' ,� 84' 68 1063 1.1 60' 87 4501 1.1 '93' 84 1711 0.8 W. '98 2428. 08; 48' c 9D' 58 1001 1:1 72' 96' 66' 72 1365 1.1 IOT 54 1584 0.8 72' •81, 4136 O8', •DI � ' C 96' 51 938 1.1 72' 60� 1242 1.1 111' 45 1436 1.0 78' fig. 2063. Ob! - 10T 45 880 1.1 78' 51 1144 1 1.1 120' 1 39 1346- 1.1 84' e59 1900 0.81 ,E 108' 40 828 1.1 84' 44 1083 1.1 129' 33 1224 1.3 90' 52 114' 36 787 1.1 90' 39 1009 1.1 138' 29 1151 1.5 96' 45 1658 08, 120' 33 759 1,1 96' 34 938 1 1,1 1471 26 1099 1.7 102 ,40 1564 0.8 OEFLECDON Y _Q. � y1�� !�InntttfiQYt NOTE:USE DEFLECTIONS PROVIDED WHEN DETERMINING MINIMUM SEPARATION TO CLASS CV