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HomeMy WebLinkAboutProduct Approval (2) 1/17/2019 Florida Building Code Online BCIS Home Log In , User Registration Hot Topics Submit Surcharge Stats&Facts Publications j Contact Us BCIS Site Map f L nks Search FI rich - Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail m FL# FL13591-R3 RECEIVED , Application Type Revision Code Version 2017 MAR 1 8 'N9 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer Advanced Hurricane Technology Inc. Address/Phone/Email 6063 Janes Lane Naples, FL 34109 (239) 594-7722 jzabala@aol.com Authorized Signature Trevor Johnson tkjengineering@verizon.net Technical Representative Dave Finnegan Address/Phone/Email 6063 Janes Lane Naples, FL 34109 (239) 594-7722 Finnegan 1of10@aol.com Quality Assurance Representative National Accreditation and Management Inc. Address/Phone/Email 4655-104 Monticello Ave. Williamsburg,VA 23188 (757)258-8808 namicertiflcation@nami.hrcoxmail.com Category Windows Subcategory Mullions r(r,neYr� 9 tr ° l Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida d Professional Engineer °•� 0 Evaluation Report- Hardcopy Received s ' b Florida Engineer or Architect Name who developed the Trevor Johnson Evaluation Report Florida License PE-65624 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Joseph T. Mitchell,P.E. ✓ Validation Checklist-Hardcopy Received Certificate of Independence FL13591 R3 COI CertificationOfIndependenceSS.122f Referenced Standard and Year(of Standard) Standard Year TAS 201-94 2007 •sr Equivalence of Product Standards Certified By Sections from the Code hfps://floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquynOPErOHeebI lYW96g9HraNaNgZfgXEGVT22tPG2BTA%3d%3d 1/2 1/17/2019 Florida Building Code Online 1. Product Approval Method Method 1 Option D Date Submitted 12/08/2017 Date Validated 12/21/2017 Date Pending FBC Approval 12/24/2017 Date Approved 02/13/2018 Summary of Products FL# Model,Number or Name Description 13591.1 Roll-up Shutter Mullion Roll-up Shutter Mullions can be used to replace or supplement mullions included with the roll-up shutters Limits of Use Installation Instructions Approved for use in HVHZ: No FL13591 R3 II InstallationInstructionsSS.pdf Approved for use outside HVHZ:Yes Verified By:Trevor Johnson, P.E. FL 65624 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:This product shall only be used in conjunction with FL13591 R3 AE Evaluation ReportSS.pdf Advanced Hurricane Technology roll shutter systems. Other Created by Independent Third Party:Yes products require written authorization from Advanced Hurricane Technology FB_,ckFNO.t 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.::Privagy 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 mall to this entity.Instead,contact the office by phone or by traditional mail.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 emalls 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: https://floridabuilding.org/pr/pr ppp_dtl.aspx?param=wGEVXQwtDquynOPErOHeebllYW96g9HraNaNgZfgXEGVT22tPG2BTA%3d%3d 2/2 69NFRAL 1401ESi 1401EUST OF REPORTS' t'. YKJ ENGINEERING,:CLC.HAS 1,164CONTROL OF TfE.:WAUFACTURING.PERFORL1ANCE.OR 14STAUATION.OF THIS PRIJ66CT.'THESE GENERIC PLANS FENESTRATION TESTING LABORATORY,INC. WERE ENGINEERED IN ACCORDANCE WITH.ACCEPTED:ENGINEERING PRACTICES AND.TEST DATA PROt11DED BY THE MANUFACTURER.. IABORATORY..NP. 5632 LL+ 2, THE ROLL-UP SHUTTER MULUONS.SHOWN ON THIS PRO U T'.EVALUATION DOCUMENT'NAS BEEN DESIGNED IN ACCORDANCE.WITH,THE 6TH 'DATE: '5/19/2008 I EDN'ON(2014)FLORIDA BUILDING,CODE(F'BC).THEE-ROLL UP'SHUTTER MULLIONS SHALL;NOT BE.INSTALLED,IN HIGH YELOCRY HURRICANE:. 'FILE ND. 08-374 I ZONES(MNAMI-DADS.COUNTY/BRCWARD COUNTY)...ROLL-UP;SHUTTER,MULLIONS INSTALLED.IN WIND:ZONE.4(SEE Fac SECTlON,,I6D9:1.2.2)'OR TEST PROTOPOI:TAS 201:-94 , ESSWLAL FACILITIES;SHAIt MCET IN SEPARATION'TO.GLASS.DESIGN WIND LOADS Sk L'BE DETERMINED.AS PER.SECTION'1609';OF MULUONS:3X4Xi/8X288,4%4X1/8X256; NC THE ABOVE REFEREED CODE,IN Ar.CORDANCIE'WiTk ASC.:7=10,AND FOR A BASIC WINO'SPEED AS REQUIRED BY�7HE JURtSDIGRON-WHERE: AX4%1/x%288,'4x10(1/8%288,4X8%J/4X240, THE ROLL=UP.SHUTTER MULJONS•WILL BE INSTALLED.THE RCt:L"UP,SHUTTER MULLICNS"ADEQUACY.FOR 0APAC-HAS_BEEN VERIFIED IN " ACCORDANCE WITH SECTION 1608.1:2.OF THE ABOVE REFERENCED CODE AND AS PER'TAS:201 AT FENESTRAAON'TESTING:LABORATORY,INC.PER• THEIR.REPORTS(SEE.UST OF'REPORTS), u• 3 LIMITATIONS OF USE: Il THIS PRODUCT-SHALL NOT BE USED IN HIGH VE,DGiY.HURRICANE ZONES(SEE FBC SECTION +X$ B. IN•WIND ZONE 4.REGIONS'ANO ESSENTjAl.FACILITIES THE,GEFT,I:C710�T..FRCa1 THE MULi:iDN$SHAUN BE,ACCOLMi6,FOR'IN THE SEPARATION TO:CLASS FOR'THE MULLION"AND SHUTTER.SEE EQUATIONS ON THIS,SHEET MR SHUTTER'DEFLECTION �^ CO-MIN.: Z : ADJUSTMENTS 'G: THIS.PRODUCT l-ALUATIONDOCUMENT IS FOR,ROLL-UP SHUTTER MULLIONS ONLY.ALI'ShUTTERS ANb SHUTTER COMPONENTS,SHOWRI'..ARE � AVERPDE. -II 'SPAN WQTH: FOR;REmiEkrAL USTPAMN P,URPOSES..ALL fN0-RETENTION ANB NON'RETEHTIQH;5fit1T1ER$aUSFD,IN COUBR7ATi0N WITTi 7HE5-MULLIONS' - 1%2 WIDTH -? SPAN WIDTH '�"I7%2•WIDT}4�+--` --- � f $ SHALL HAVE A SEPARATE.PRODUCT,APPROVA`_AND AU:OW,THE USE OF';MULLV945 THE$E ROLL-LID;SHUTTER MULIlONS•SHALL,NOT,-BE USED WITH WINDOWS QR,,DOORS AND CAN 6E:"USED TO SUPPLEMENT:-MULLIONS'INCLUDED WITH THE ROLL-UPHU STTERS:PRODUCT APPROVAL: INTERMEDIATE AND END MULLION-ELEVATION. .. H �MMI6fNA 51A.CK FOR'END=RETENTION'TR0.CNS , STNGIE OR NUITIPIE TAltlION IPKTALU1POtcS•.N.T.S: D. DRAWINGS.UL SHALL NDfESI N VOND THE M:DETEM ALLDWABLE'SIRESS GE$ISN(A50).DESION RATINGS AND.TO AS(N SIZE:LTIfLYlNG,1N..1 THESE` • - DRAWINGS ULTDA47E.DESIGN WINO LOAD$,DI7ERMINED'BY.THE FBG,AND.tSrE,7 10;SHALL BE,REDUCED TO ASD;81'MULTIPLYING;0.¢(SEE FB,C;SECNON,1604.1.2.4). E. SHUTTER,.SLAT UMITS: MODULES OF'EL/STICITY,.,E<'11,000:KSt MOMENT.OF)NEfTTI!4 1>0045..M:'4/FT NOTES: SECDCNAL:WMA A r 1140 IIAVF,T _ .'.. .. THE DIFFERENCE'IN'AIUCENT SLAT SPANS OF AN:INTERMEDIATE MULLION 141WMUM SLACLC(<L'P), SIocR>0.20 IN .. ' SHAD,:AOT'D%CEED:26X EXCEPT:WHERE".CORNER MULLION:.TABLES:ARE ... USED FOR INTERMEDIATE AULLIONS' F' IMPACT LEVEL D,9-1/4 63 LARGE MISSILE IMPACT• SEE TABLES:FOR MAXIMUM DESIGN PRESSURE$-FOR SLAT SPAN WIDTHS" ,AND MULLION L NGTH�g Ci ANCI{ORING OR:LOADI,ND 6ON6T16S•9THER THAN MO$E°,SHO(VN'IN�TNESE D"r.TAILS,ARE.NOT'"PARE"OF 1HISryAPPROVAI: ., INTERMEDIATE�'MULLXINS ARE'.NOT.REQUIRED WDH•CORNLR MUWONS j- FND MULUi1N.S:' H. THIS PRODUCT SHALL.ONLY BE',U$ED•IN CONJUNCTION WfiH'AOVASiCED,HURRICANE TECHNOLOGY:POLL$HUTIER.'$YSTEMS:OTHER PRODUCES ' REQUIRE WRITTEN:AUTHORIZATION FROM ADVANCED.RURRIOFNE'TECHNOLOGY AND;:SHAU.BE EVALUATED AS A;SITE SPECIFIC PROJECT.SEE NOTE•!AF PRODUCT EVALUATNN NOTES: IYPICAL SLAT OR*SIMILAR :Z•0. 1. INCREASE'IN ALLOWABLE STRESS,(1.33)HAS::NOVEZEN VXORPORATED INTO THE;DESIGN OF THIS PRODUCT; —S 4. R SMLL..SE THE RESPONSIet!JTY;CF THECONTRACTOR*0 VERIFY THAT THE°:E?0SnNC STRUCTURE tS-DESIGNED.TO SUPPORT.7HE,LOADS FROM �.�.. THE SHUTTER•,SYSTEM AND MULLIONS;EXLSTLNG;STRUCTURES NDT AELVTO SUPPORT'THE$E.LDADS,WAU:BEEYALI,+ATED AS AWE SPECIFIC . PROJECT.,-,SEE NOTE:•4 OF'PRODUCT'EVALUATION;NOTES: -.■ 5: ALL ALUMINUM'vEXTRUSIONS'SHALL,BE 8063-76 ALLOY'(IINLESS OTHERWISE NOTEDeOR` GAN ;BE REPLACED WITH 6061-76:ALL01); :PRODUCT EVALUATION NOTF_C'+ ADJUSTEDtNrroiL.SHUTTER ._ • 1. THIS*PRObU-,T EVALUATION DOCUMENT(B: PREPARED BY THIS ENCINEEP,IS"GENERIC-:AND DOES.NOT PROVIDE INFORMATION FO§;x,'s TE.• {)EFLECTIWI DEFLECTION SPECIFIC DEFLECTION WHERE.THE::SITE:GOE.b:}NOMONS-DEVIATE FROM THE"P.E_0. .. Y 2.:CONTRACTOR SHAD•BESPONSIBI:E''FOR THE,SELEC:tON;.PURCHASE:'AND,.INSTALIATION OF THIS.PRODUCT..BASED;ON THIS PRODUCT EVALUATION PROVIDED AND SHALL NOTDEVIATE,FROM THE-CONDITIONS DETAILED ON THIS::DOCUMENT. _ J' _ 3.'THIS•PRODUCT EVALUATION DOCUMENT WILL BE;CONSIDERED;NNALID IF,ALTEREO BY MYf MEANS. } `..j 4, SITE SPECIFIC PROJECTS SHALL BE'.PREPAREDe BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL,BECOME THE;ENGINEER OF RECORD"(E.O:R),FDA THEiPROJECT AND WNO:•Y71LL'6E RESPONSIBLE,FOR THE'PROPER'USE OF THE P.E.O._THE..ENG{NEER OF.;RECORO,ACTING! AS.A DELEGATED ENGI)EERJO"THE P.E.D.ENGINEER,:.SHALL,SUBMIT SITE SPECIFIC'DRAVIRIGS FOR REVIEW. I I T ,C ANCHOR&MEENING NOTES- 1. ' DTEs 1 ALL FASTENERS SHALL BE•WRROSIQNRESISTANT-COATED CORDON"STEEL,AS;PER DIN',5001¢ORS STAINLESS STEEL 30SERIES WIT OR:31¢SERIES S0 KSI YIELD POINT AMD;90 KS SILE ULTIMATE TENSTRENGYH ...... Y '•' W . DUSTED TO"AL DEFLEMON2 NO F.BEDMwrOCOMPONENTS.Ski''AS;STUCCO,.7FLE,SIDING;ETC.SHALL BE CbHS10EREAS PART pFT}iEeYt� nm ,�. 3 ETHE ANCHOR SPACING;=AIN DESIGN:�PRE'SSURES.ARE VALID FOR'EDGE DSTANCES AND MiNIAUN,EMBEDMENT BELOW: 'H2' 4•H1`2-3•%2+6'8•7 x xT'+'tie Y 1t CONC$FILLED CMU 'HOLLOW CMU; NWD Y 1 +Y2• p Z a _ 'ANCHOR (3500 PSI). (18.00 PSL) (SQ=tS$y W CORNER MULLION:-ELEVATION MIN.EOG, MIN.EMB, MIN.FDG:MN.EMB:MIN.EQG:MIN;ELAB; AD aTED:oEFLFCndN EouanGNS SWGLE OR HULT[PLEMUlLION INSTALUI7LO,NS NETS; t(4 ULTRACON HFH. 2' '2' Y. 1114' 2` 2" g. NOTE,SEE"MUL.t1CN TABLES FOR 8 ,1`,` y` MUC110Nx;AND".Y'DEFLECTIONS 5f15•ULTRACINIHFH. 31J2' '2' - 3112' tdl4'• '2'" `2' i.. b .. 318`CONFLEX. 3314' 31R' i�iA'� *•,Q�t�?`` fill .r 1/8.'THICK ALUM.ANGLE UP 70 2500 UBS' 1/a'THICK ALUM:ANGLE UP TO;8000 l85' 3/8''TH1CK AWI.V ANCIE UP TO:;9000 IBS 1/d THICK'(606 G)'ANGLE UB TO'900D LBS+' SEE`LLULllON,,CGFJJECTIONECAPACftt 6NTAPPINd S4H�P), i/2"+THICK ALUM,ANGLE UP TO-18000 L85 - / :3/B'THICK{6061-f6 ANCIE UP TOta000 LBS. '( EET 5). .. / .. 1/4a Sail tTAMPo GO SMS.(TYP): _. -(SEE CONNEC110N PNGI.E'ON SHEEF 5) (SEE itULLfON,CONNECTION-CAPACIT[ON SHEET 5), ' 1/8"THICK'ALUM..ANGLE UP ATO 2500;LBS ..` +► : ANGLE UP TO 6000 LOS ` .J/8',THICK ALUMANGLE UP TO 9000ZLBS-; '1/4.'THICK(6061 T6)AN..I:E OP TO 9000�U85 I 1 Z OPTIONAL. L (SEE CONNECTION ANGLE ON SHEET 5) Y ANGLE LEG'N 1 a'd,.VIZ:.UITRACON OR 3/9 d ANCHOR�(jYP); i OO ERLA0 O'UITRACOp;OR�3)a 0 MCHORI(TYP)� - y ATTACHMENT {EEtMUWNNEC7N CAPACITY dN$iiEE'f.5) I $ . (SEE'AiULLION..,00Pi?9ECT104 CAPAC(TY':ON SHEET 5), O' ,�. ,WrERNEOIATE MILLION u[ LT^ Y 1. (ME T}SLES dN SHEETS 5 THRU'tti) ' .INTERMEOtAT£.MUCLICN' ... - Y �� /• � k .• i�,L -y5�? p $k .(SEE TA9I..ES AN V. 10, 10).. e < IQ ➢! Pc.�9a ,.�^a:' •rv3�. :. •q�• Y 1 \1 y _ --. APPROVED SHUTTER SYSTEM } F _- S=A17 E APPROVAL FOR ZA ACHIAENT REWIREMENS$AND AUERKn'IE..hRggNCEM£NTS.(BUILD}fJS:pNp MicLEs) T = � INTERf+1EDIA7E MULLIdr4t NNEGTION� NOTES; LYTERTORA7TAO*tEHT.MULLIM M.TAUATM-NT,S." R0:6 SHUTTER SY§tE (TYP) 7 •ANCHOR AND FASIESiEP SPACING MUSK MEET TKREOUtREMENlS: SEE:APPRGVAL,FCR ATTACHMENT R£OUIrtEMETTIS AND:. SHOWN ON THE CONNUMON..ANGIX OETAILON SHEET S:.THE; ALTERNATE ARRANGEMENTS(6UlW IN MND-;ANGLES) COYNECDONSAND OPTIONAL:GONNECTWNS SHONN ARE NOT. APPLtCABLc WFERE THE MINIMUM SPACING$EOUIREMENTS�AR INTERFIEDIATE tNULLION CONNECTION ExGCEDEO ,z. Tn>m KglgN•98TkWION:'d.TS; 2..INTERIOR-ANGLE LEG-ATTACHMENT CRN BE U56 IN _' 'COMBINATION WITH INTERIOR ATTACHMENT, «J. .. 1/8-TMCKALUM.ANGLE..UP 70.25M LBS: 1/8 THICK ALUM ANCIE(W TO 25D0 LBS ',114 d SEL TAPMNG SMS(T?) 7/4 THICK- AN ALUM GLE,tIP TOs600d LBS 1�4 THICK ALUM ANGLE UP 4P,6000 IBS' (SEE 141ILL1ON CONN£CT10N CAPACITY ON StiEET 5) r 3�a IUM,ANGLE UP TO 9000 LBS -� 3/8`TRICK ALUM ANGLE UP 70%9000 LBS. 5/.16'0,UL7RACON OR 3/8'6;lWCHOR"(lYp)); T/d 7HICK,j6Oet T6}ANGLE UP,709000LE5 �0� 1/d THICK(6061 76},ANGLE UP TO 9040 l65'. t 1 (SEE MULLION+CONNECTION.CAPAC�TY-ON 5HEETS), (SFE;'GONNECTION'ANCLE ON,SHEET 5) 1/2 THICK„,.ALUM.ANGLE,UP TO 1,6000 LBS 3/B THICK(6061—T6)ANGLE.W;70'18000 LBS, ,(SEE'GOHNECTION.A -ON SNEEi`;S)' ; L 1%S"O,SFLF.TAPPING�Si4(770) (SEE.AIULLION CONNECTION CAPACITY ON`SiEET 5) U !`(✓31 CCA } C � to : C 1C/4 /6T1P V,LTFACON,OR 3/&9:ANCHOR(TYP)OMUWON,CONNECTION'CAPACITY.ON SHEET;5):FR . d z OPDONAL INTERIOR ATC AN^lE!lEG :ANQLE`AITACNMENT 1- ;r-tet,C. di 0 . TAHM ENT •�'. - . : L. END.Mui,bH y ENd ee U"I.$)) -- (SEE TABLES ON s4Eer 1 i.7»Rii ts} (SEE.TAt3LEStEiS ON SHEI Witco"i .5y I'. $PAN WIDTH . I SEE APPROVAL FOR LATTACH19NT R A AN Mr AN . :T�—SPAN y7DTN ALTERNATE ARRANGEMENTS'-(Bl1iLD=INS1N5:AND ANGLES). APPROVED.SHUTTER SYSTEM(SNP)• SEE"APPROVAL£OR'ATTACHMENF, UfR"eMENTS PN END MULLION CONNECTION P A1717tNA'C�'aRR;vIcE�+ENts.B,u)Lo=1Ns;w Ailc�Es) INTERIOR A7AOUII:NT,74ULLLCN INSTALIA?IOY. .END WLLIOWCONNECTION TYPICAL MULLION TNSTALATION'-.N.TS �A�u trnrTT11� aca. 0141 x 1/8 TRICK ALUM ANCLE I/P TO 2000 LES g 1147 THICK.ALUM�ANGLC UP TO 6000;LBS r$y 1/07 THICK ALUM.ANGLE,UP TO 9000,LBS L. 1/4'THICK,(6081-T6)'ANG1E UP TO 9000,LB;:' 1/2'THICK ALI-W-ANGLE UP 70 18000•-L85 318';To(GK,(6061=T6)AMC UP 7C!16000 LBS. (SEE CONNECTION ANGLE,ON SHEET'5) j/4-,0,5/16'0 ULMR CON OR 3/80 ANdHOk(iYP)' + �., �. (SEE MVWON CONaECT19N caPAclTr.nli.sH[Ef 5) . 1/4 O,SELF-TAPPING,.SMS TYP) p (SEE MULLIOk CONNEG711014CAPACITY 0,1;NEEi5) t5 I 1 - FA I i i av:Sacs_.. •lrau L N. p 1 I .JNMRMCOWM,QR END MULLION. �M (SEE'TAELES ON SHEEIS�'5`T1'tRl).18 �O J. PNGL£•tEGi •.' 1 s o t 'CORNER MUJ.LION: (SEE�TA61E5_CN SHEE15f8;IHRU 29)", b •. A,• r P/a'm SELF TAPPING'SMS EE(S :MULU017"`COtlNEC7KNI CAPACTryQN SNEET�'S}" a � ' I SYSTEM,APPRDVED,SHUTTER .(SPAN 9Y10_TFi l) (TEP ) 6EE•A1:pR0VAL FOR•;TrArgMENT��EQUIRDAENTS.AkD. r v ALTERNATE ARRANGEMENTS'BUILD=MS'AND AM LES), r T/4 0 5lT6 o UL T kCON aR aL6'v.aNGHDR(rrn)'.WEND MULLION CONNECTION :.' (wt MUON co`,N CRON CAPACfIY-ON.SHEET 5) TYPICAL MUL110N 1KSTAVIATION--tff-&-` y� 1/B"THICK"ALUM ANGLE•;UP 70'2500 LBS; •�� 1/4 aHIL*,ALUM ANGLE,.'UP 70,6000 LBS: 3e. TH-CK•ALUM.ANGLE up TO 9000 LES a � .... .= 1/8 THItEf ALUM,ANG2E UP 70'4500 LB5� a, _ A, m.,r ALUi,1'A7)GCE UP TG.8000 pw, •i/a"0 SELF-rAPPING SMS (YY?Y •, . 3/8'THICK ACUM ANGLE UP TO' LES; + �J ` - 8000 I I • •.• ;(SEE MUIiION.CONN CTION,GAPAGOI''ON SHgEG;5) j " THICK(6061=T6j ANGLE UP TO 9000,LEM ( 1 Q ^ i/2'•TH)CK ALUM ANGLE UP TO 1;8000 L89: II _ .� w 3ANGLESH/8'THICK(6061-T6) UPs TO]IIQW;LB5 (SEE.CONNECTION AfiG1E ON. EEf • - � � � z .:1'/.4'6 5/18'0`ULTRACON,OR 3/8 0•ANCHOR,(TEP); 0) (SEE MULu CONNECTION"CAPACITY.OW SHEET 5) C ''WALL Mdt NT'ED;GONNECTTbN u�+"` . . .OPTIONAL MUWOM 1NSTAWITTON-N.TS.. CO-16,l)aU'29) k' . f (seE•TABLES�oN`;$M'ET>t&'l}IRU�29} -� . LDrIc spats ; .O;.an rrlappp �'T APPROVED'SHUTTER!ZMTCM(TEP}s (PAM-NIbTH•1).-�" y SEE APPROVAL FOR AttACHMESiT)`iEGUIREME•:NT6 ANO`- X` nL�ERN7,fE-;AyZtt�lcET�iv;Ts�(ai.IL1r;INs,ANo oNGLEs}, r O �'0 � �'ptFq u END MULLION CONNECTION. ',?3bT•, n }�, ��'�.`` ,NOTE +,N. CpMBINATI N11E INTERI RA INIMMANGLE,1EG'ATTACHMENr BEO J :USEN INIERIORATTACHMEN7•MULLION MSTALLATTONT.S: `','A'il/1 END (SEE FTAEILES ON SHEETS 14'THOU TB :INTERMEDIATE MULLION -(SEE-TASLES qN SHEETS;5THOU 70: 1/8'THICK ALUM,ANGLE"UP TO•t00O LDS: j/8'Tt&K ALUM.ANGLE UP•TO 2800185 i/4'THICK ALUM„ANGLE UP.TO 2400 LBS THE K UM 800 C . 3/,8`TH0,ALUM,ANOLE.UP.TO 3600 LBS' ....3 B THICK ALUM ANGLE'UP TO 9DOO:LBS 174'THICK(6061-T4)ANGL):•UP TO,5600 LBS ..... 1. .. (.. ., 1/4 THICK I6061-T6)ANGLE UP TO 9060 LDS .NOTE: DOUBLE VALUES ABOVE WHEN[:(FFSi10R ANCEE IS USED:OR. -NOTE! (SEE CONNECiXW AVGLE',ON SHEETS AND I SHUTTER NOT,SHOWN ( 1/4' TICK(6061;-T8)WITH EXTF JR'ANGLc 11F TO 8000.L85�c� SHUTTER°'YJ7 SNOY H” TABLES ON THIS�SHEET) ' FOR CLARIT(, f (SEC CONNECTION•ANCtE ON•S}1EET 5^.AND'TABLE5 ON THIS SHE_ .FOR'CLA.RITY ' " 1/,4'o SELF-TAPPING S95�(TYP): 'OPTIONAL i ,.1/4'0 Bf16'o ULTRACON 09.3/870 ANCHOR(TYP). ( OPTIONAL f _ •(SFY CONNECTION TASLES�ON THIS$HEED) ' k. `INTERIOR .. 'I (SEE CONNCCDON TABLES ON.:THIS SHEET): (' INFERIOR' �. - ARGLE'LEG ,. ANGLE kEG, , /sb 3 1fi0 ULTRACON'OR 3 Bif`ANCHOR.(TYP) r OPTIONAL EXTERIOR ANGLE:LEG I I' ATTACHMENT; r� T%4'0 SEL-TAPPWG SMS 7YR) 4� ATTACHMENT { _ (SEE CO t1ECt70N TABLES:ON TH15 SHEET) °ATTR SH 'T FO(2.SECOND t' f 1�f ANGLE ATTACHMENT ONLY " •; - ,.. .. (SEC CONNECTIOI't TABLES ON li;M SHEET) .. (SEE CONNECTiOk ANGLE ON I SHEET✓JAND TABLES ON :.{ THIS SHEEYj „ _ ,> .. 1 1. It 3 : ENO m�za .__' ;SPA.a tad's.1a'(TYP) 4 a,ori.5 16,A,ULIRT CoN®;. ....,.. 'sT'A=.1De.t;to(TTP) _....''/4�T,aR s/fe-m_UL'sRAGG�T.�o..•,..__. :.� 1?'O.G.BETWEEt7. a?'.O.Cr BETWEEN ti111LD-(SiJF.SlII/7tfJ,0ER tanjCH W1011+AND THICKNESS Qf t1ULCtO14• .. NOTE.' BUILD-OUT"SILL/HEADER LATGM,YiIOIN hN0 THICKNESS 0F' MULL ION, •? HEICHVTYPTCAL USE•3"HDGjT 0R END LCADS,�OVER 6000.CBS! - •DM,MULUONS CAN.BE USED.SAC1C'�7O86 ,SACK' ,V GHT TYPICAL.USE 3,-HEIGHT FOR,END•LOAOS OVER-wo0.LBS" (SEE CONNEGT[ON TABLE ON THIS SHEET) :(SEE,CONNEOi(ON.•TABLES ON':THIS,tSHEET) BUILD-OUT'§WLJHEADER CONNECTION BUILD.='OUT$ILL(HEADER:CONNECTION W OPTIONAL END NUWON INSTALLATIO.N.•N.TS oPTToNA411MMEOIATE HULUONINSTAUAIION=N;TS;' 1/8�`HICK ALUM AN LE UP TO:',250D LBS' '1/4'^TIG K ALUM:AN,^„!.E UP TO?6COO Las THICK ALUM..ANGLE UP TO 9000 LBS «. ■. 1/4',R. (608(-T6)ANGLE UP.:;.70 (SII,:CONN: '06N;ANGLE ON SHEET 5 AND TABLES ON THI5SHEET) BUILD,DUTSiLUHEADERCONNECTION CAPACITY ....CONCRETE&FILLED.CMU. _._......HCLLOWCMU. _ __ ........ .WOOD. —A INTERNECIATE OR.EkO L*pohlDESIGN'LOAD ANCHORSREQUIRED DESIGN LOAD ANCHORSREQUIRED DESIGN LQ4D ANCHORSREQUIRED 1 u (SCE rABLEs ON.SHEEIS S THfTU�Ta LBS'... EACH'ANGLE. LBS EACR'A dLE. (L9S �EACHAN(Y:E � 2080 � APPROVED,SHUTTER SYSTEM(tYP)" 2 5116'UETRACDN 1050 (3)11V ULTRACON 900- 3 1I4SULTRRCCN+ ; %A.P Ak•FOR ARACHMENT REQUIRTiMENTS AN :3120: (3)5116*,ULTRACON 14DD (4):174'ULTRACCN 1200 (4).114bULTRACON. - I ,( •-�� I jj`._ uTERNATE,ARRaNOEMENTSI,(RWLD-WS ANU ANGLES)' ! 4160;. : (4)611V ULTRAC40N "1290 (3)3718'ULTRACON. 1774 3).SI16'ULTRAGON1 6240- (6)511fi'ULTRACt%J '7720 (A Sf18'ULTRACON' 2360 4):5116'ULTRACON 1/g"C SELF=TAPPWG SUS(rn):... .. '4500. (2)W, .21�: (5)S)16`•ULTRACON: '.2950: (5)5J76'Dl1RAC0K: J .— y .� '• I fl. (SEE CONNE6WN TABLES ON TNI^SHEET).. _ - . :6750: (3)3T,,ANCHOR '2580. (6)SIM'ULTRACON -3540 (6 )516'ULTRACON p`j W ?9000. 4)3W :3440 (8).5116'ULTRACOIJ 4120 (B)5116'ULTRACON 00 I M „ tS TETE! FOR: SILL.Is BUILD-OUT:SILL4IEADERCONNECTION ANGLECAPACITY 12 REQUIRED)_ BUH);OUT NWMEADu CONNECTION ANGLE CAPACDY'REQUIRED I.MN,ALUMWUM 114411NALUM.NUM AL MN ALIT AINUM, ,SHOWN.HEADER SIMIWL . 'wmTOB.c.AP'oR'ANCdE. DESIGN LOAD: ANCkORSREWIRED. DESIGNLDAA-ANCHORS REQUIREDt DESIGN LOAD.ANGHORS•REOUtRE�D'DESIuN[OAO.ANCHORS REWIRED: 1 CHANGLE 1444 M. ., ...... ... 2946'" . (3)1414 DRIL•FLEX ..,,, "... .,.(3)1AM 40RIL-FkEX' W' (3 11*14DRU.•� =15L9 (3.�N•4DR4FLEIXX' ANGLE tBSt 1960' 7 G - 4274 (41114.14 DRIL.FLE% ;?OHO 14F 1/4.14 DR9aFLIX �N 3920 4)114A4:DRILfLEX' 6400 '(4),1!4.14 DRIL•F[EX 1593 'S IN-44'DRIL=FLIX Q " EXTEND'SILL.UNDER.tALTTER`OR USE4900 5)1W14DRILFLBX. SIM .(8)17414DRlL-FLE)( ,i&Lf (8IM•:14'DIM-FLEX •4160. 81.1l4Yd DRU.-FLEX `Z� (� �� Ats TUOE(OR,ANGLE.ATTACHED.W(M.' - 6)114+14 0RIL FLEX,.:.":12800.. (8)1!4 14 DRIL•FLE)(., 2548 r'(8)JA;14:OR14FLO( _..,;5810- (1 1M-1dDRU:,FLEX D,163 EJF 1/4"9.S -TP.PINAG.SMS® IV oC .... ..... 1Ya m;c/t6 m i lit ACON OR 3f8 m ANCH04'(tYf): aG i $ 4' (SEE CONNECTION:TABLES ON THIS SKEET), BUILD OUT.SILUHEADtR SECTION NATE. ,.... OPTIONAL END AND INTERMIDIATE MUUJON INSTALLATION aN 2.S,' ADD MULUDtIEND.LOADS,TOGETHER FROFI,SOTH'MULLIONS -(AEOVE'AHD BELOW)WHEN A;SHARED SILL/HEADER IS'USED LILT 11111, may. 0 w d: l 1� 6d 'MAXIMUM DESIGN PRESSURE OF A: MAXIMUM DESIGN PRESSURE OF R: INTERIM EDI I 3'X4 XIV MULLION6063;TS INTERMEDIAATE4 X4'XIfW:MULLtON(6063-T6) 2� AVERRGE MULLION DESIGNS MULLION MULLION AVERAGE MUpjgN DESIGN MULLION MULLION. p', SPPNV4DTr! LEN(TTkI PF�ESSURE ,ENO LOAD DEFLECTION SPAN:191DTH LE'HGi11 PRES6URE ENO LOAD DEFLECTION o$§: ' llPTO:. UP TO% "PSF' "Y IN ;UP:T'0 UP�,TO PSF'. 'LS. " 72' 93 1395 0.54. 721135: 2025? 0.41' 68 1190 073 84' 99 .1733: O.BSs , . 60" wl. 52 1080 0.96 o"` 96'. 76 1520" Q72' •T 108'.'.:. 41 ._.. 9N .... 12fr-'.. 108 56..._ 13501- 0:9t.::`. "F a a ,66' _ 111:.. 1565: .. 0.37 T2:... 112.... 2016`.. 1:14 } 120.. - 32 :_ 800 AI i201�i 49 1226. 4&y. 0.40 s .. 72' 77 1388: 0.54. ,.. 84' 83 1 43;.. 0.55,.. .. 72" '84: 57 1197- 0.74 72` ;96' 63 .1512!. 0,72 ' 96' 43 x032 0.95: 108' - 50 111%. "1. ' ..,. 108: 34 Sib .1.20, 124'1 40 1200' f,ti: " '✓�'• 80' 95 1663,. 037` 72 96 '2016' 0,40: 72 66 4386 01.54: 64' 71 1740 R55 µ€N. .. 84'+ 84 ! 49 S2D€ 0174. 94"' :96' 54 .€512 0.72: 7-1 B6 37 1038 095' 108' 43 1355. 092: 9i108t0'.- 108' 29. 914 t 20: 120" 35 1225; €14 48 130' .. 2080: 0.24:. 72' 84 2016'. 040: . 6D' 83 -1660' 0.37 64". 62 1736. 0.55; 58 9392: 0.54: 9 X98' 47 y504::' 84: 43 1204 0.74, : 106'. 31'... 1332:. 0.90: ;Q?TTOFNL:',f<TLLET i/d.�'Sr �' .. �`3" SB• 33 1056- .` .0:97 120'_. 30..._. 1200'... t;N_.. Q! ■ x -' ?. .' .....__.. 4B. "41G 2088. 0.?4" _. 66' 89_ 2203: 0.34. .x► 7,4 1065' 0.37 78` B4 WZ 0A8 ' 106' 72' 511 - 1377x__. 0.54= •t08"- .901` 0.63:.._ Y 84'. 38 0:74'. '..... 102'- . 37. .. :14t5. ...;.Q;BP. ; 60• 29 1044i 0.96 114' 30 .1283: 1:02 GONNEMON ANG: 48'• 104'..... ._'2480:. ._ 0.24' .. BO.. 97 4425. r�uuio_?ruTAlxATtoN-rrrs;' 60: 67 1676 038; 72 67 2O60 X '120, 72' 46 1380' 0.54: f$)ir 641 80 56 _ " N 1190-.. 0,73' -.96'. 38. 1520;. 0.72: '. SEE MU'J-tON CONNECTION CAPAGM FAOEE.I=CR REQUIRED'ANCRORS.USE CENIER::4NCHOR ... 96. .:. _26 1040'�:.. 0.96'..::: ._._..... ..- 108J" � '.30.. 1350=. W Q.91'.• *1` SPAGNc'.Anro tCCATtDNS HEN,REQUIRED. 48' 95 2090 0.24 `6P 88 2420, 0,28:. :cft 5EE•MULUON ENO LOM oN:W0mUtA•OESICN PRE55URE;4AttW0HL TAHLES,FOR 0• 6 THE] _. 61 1678 0.38; 172' 61. '2413. 0.40. ��,' p ' xw,)UuCCNwECTON.CAPaEr1r 1J2 72 421386: 654 1.327 &i' 45 1733E 0.55' W. 31 :1194' 0.74 987 ,34 1496 0,71' C 98' 24 :1056' .0.97 SOB'! 2E. 1337» 0.90' MULLION COhNEGTIONIU4GLE CAPACITY(2REQUIRED)• ►O� yrr KDESIGNL NCRETEiCONCRETEBFlLLEOCh1U ' NOL40YYCMU NOOG% %iB'MINAtUhdINUM: 1(4rMINALUMINUMANCHORS REQUIRED DESIGN GOAD ANCHORS REQUIRED,_DESIGNLOADJ ANCHOR5 REQUIRED;DESIGN LOAD ANCHORS REQUIRED DESIGN LOAR ANCHORSREQUIRED DESIGNLOAD,ANCHORSREQUIREDEACHANGLE (L65} EACHANGLE '(LBS)s ',=IS, OLE jLeG) EACHANGLE LfiS) EACH;ANGLE (LBS) EACH ANGLE:t1J•�6`RAMSETGS; 4760 2y5/16'.ULTRACON. 1400 (2}€14`ULTRACON 1200 {2)114'I,LTRACON.: 2840 (2!V4146RIL•FLEX \4240' t -!4.14 t2:316XRAMSET G5 624G 3)5tt6ULTRACON -.2100 :_.13)114"ULTRACW 1600. 3)Il4?"ULTRACfhN'� 3960 `(3)•114.14 DRIL•FLEX _..6360 ; ( ,114.146320. 4 5fi6':ULTRRCQN: 1720 t 5116',UITRRCC44: 2360 2%6li6'Ut TRACON 5280- (4)114-14ORIL-FLEX 8486 (4 1f4•t4'DR6.-FLEX'{ } ( NCTE,11Sf DEFLECTIONS PRWDED,WHENDETER(2�318SANCHOR .2860 f3 811¢'UITRACON' 3540 3)BM6,UL'TRACON 6603 79".-^ 'S)1f4.14.DRIUFLEX 12720 (6 tJ4>44 ORIL-FLEX M NIrAUM SEPARATIOY,Tb OLASS,(21/t2„'RAMSET o,S'-. '13500IX (3)318`..tSNCHOR. ._._3440 1(4 '4720',"'.4720 :(4p6113`.ULTRACQN 1 ,(6).1/M14'DRIL--FLEX. .".,18960 `..(8)1H-140A�:FLEX, ;21060 Y3}b2"RAMSET G5 18000` (4,318'ANCHOR.: St60 I'. (6)5.16'ULTRACON, 7080 (6)5116'ULTRACONr. ^0560. 8). _7:DRIL•FLEX 2120D x,(10)11414.DRBi•FL:EX ,'12j1t 14I44f41L��`<,y1 th _ 3 0 NtUMUM.DESIGN PRESSURE OF A MAXMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OFA MAXIMUM DESIGN PRESSURE OVA INTERMEDIATE 4'X4'Xt/4'MULLION 6063-T8 'INTERMEDIATE4:X6',X118'MUWON 6063.76 INTERMOL4TE4'X6'X7/4'MUWON.6063•T6 'INTERMEDIATE4WX7N'MULUON 6063.76)'$' ,DESIGN,. 'MULLION ,.MULLPq AVERAGE MULLION DES<,GN. ;MULLION MULLION AVERAGE MULLlIN:1 OESIGN 4AULLION, )ttULLION,. �iVEAAGE - F4ULLION DESIGN MULL6�4 MULLION AVERAGE, MULIICPI � .. SPANKIDTH LENGTH: 'PRE59URE ENOLCAD DEFLECTION SPAN1k1 TF1 LENGTH PRESSI�RE, EWDLOAD DEPI:ECTION SPANWDTH. LENGTH P.RE5StiRE: ENDLOAD;OEFlECTtON SFANWDTH :LENGTki PRESSURE: END LOAD. DEFLECTION -UP:TO UP TO •PSP •L8 ;y IN ttP",TE3 '.UP.TO PSP t9. 'Y IN:: UPiO UPTO P 18 iy iN. UP:TO(� UP'T0 PSP' US ` `y( W 138. :2760. C..72 96` 131 1620: 0.48 :96' 122 ,4880 ;OAS 'w 68• 4896 !. 'OAS 8�4. 108'. f '109 '4453; 1191. w :108' 104... -2340. OAT 1w.. 97' 4365. 0.61 l :108" 54, "4374 467 66' 120 Be :2200 A,t2 :S0' :120' �-84 21W 0.75 i2w ' :120'. X78• 3903 0,75 216` 120' '43 .3870 'AT4 _.132':.._;...'73 .2008'.. 1.36 .. ...._;137 .69, .__..x1698'. -0.90.. J .._137 65:..._....3575 0.91_... 132: : 36 " 144': 61_........ 61830._.. 1,61_ ...1441 _ 58. .'i790_._ ...,1:07_ ....__.__............144% _r54 "'3240. 1!Q7:...... .... ..........:... 144' :'_....'30 •3240 96' 115 12760 0:72 96' 109 :2616. ORS 96' 111 48M CAB -.W. .64: _..A864 .0.48 :... 108' 91 ;245TH 0.91 108' .86 :2322.. 0,60 -108; 88 .4356 71.67 ,108' 'S1. 4361 i IO:61 72`- 120' 741. ;2220: `1.13 72' 12T 70� :2160; 0,75 - 172" 1205 ':74. :3905 � "0:75 228' `120:. �At :38.95 i 015 ._132'.::... ...61._...... ..:2033:_`... ..'1.37._. ' __...,132'.. :..J68-..: _._19141. _....:.0.91...:.... ........_137.. ........'S9, ._..__.:3570 . '......J0;9t....._. ",...132..._..::... 34'... _._.'5553.." .._.;6.91._..:. .. ...144'... 57_... ... 1838_. 1:62 . ..... ....144':. 49'.. :!1784' 144".. 49_..., _:3234 <_. _1.07. .. _. __._. :_.144'... . .. 79` ..._.3306 '.:_.z t10 W. 99' 1.2772' .0.72 : 'O6'' 94; c:2632: : 'OAS `, •96" 102 4898 OAS i6i'� � .4880 :O:dB `(i!' 108 :' 78' .24571 0.91': i ._ 408' '74' <2331, 0.61: 108' $1' x4374 _ Q61: Iw '48: 4320 I ?0,60 r96 120 ' S3' 2206: 1,12 - �' a2D• 60: <2700 0:75 144'• f20 � '65 1.'3900 ;015 240' 1207 39 3900 0i75 .132"'-..r 52:... ,2002:... A30 137 50... 1925" '0.92.. 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'1700°. 1:143' 732` 39 i 2789:. `144" 32 4992 082' 144' 36 4968: 081 132•' 28 ;1640- 1.37 ]44'' 33 2574. .1:62 x 96' 109 7412 036. 96' 78 7488 0.38 7T: 85 2805` 041, 96' 69 386,9: 0.72 C. 10.4+, :.86 :6579- 0.46' t06' 61 0588 0.45: 84' 62 2387 0.55' 108' 54 34D2; 0.90 Gt 204 '12U. ':7Q "5950. ...0.56 288 f2`, $0 6QCG ._. 0,57_.._ '137 96' 48 2ti2 ::. 072:.:.. - T88'' 12U 44':: 30864: i.f2:... •. 432 _. `58 ,..:..5423 Q,68' t3T •41 5412: - 0.68. ... t08: 38 •i98L` 092'_... 132* 36... •2772 1.34.. . `144 X49 :9958 ..,.0.82 144`.. 34 ..., 4896,.. 0.80: __. .120'".. 31 144'... 31.,.. 26041. 1.64; v: k 5 : ua a .. Ic1 o NOTE:;USE,DEFLECT1pN5-PROVIDED WHEN;OE16RMrtiiND'MIMIAUM SEPAPATQWTO GLASS' ',,7j7 tll{IIIL1t�ttQy 6 6Y ' : MAXIMUMDESIGN:PRESSURE OF-A :, 7AAXIMUMDESIGN PRESSURE CFA „MAXIMUM DESIGN PRESSURE OF;A,. MA%IMUMDESIGNPRESSUREOFA',,,, INTERI fEpIife.4 X9'Xt(4 MULLON'6063-76` INTERMEDIATES•X4'X10&IULLION 8O61 76 INT RIVIEDIATE4X4'X1i6:MULUON:6061 T8 AN*gMEDIATE4-X4'Xfl4'MULUON.(8081-T ' 'A7lERAGE R4ULLIOM DESlG1i' Mt11t1GN MULLFON :At47EAGE. MULLION DESIGN; fAULL10N MULLION ;AIERACE MULI:ION DESIGN- -MULLION MULLION,- �AIIERAGE ldUl(30N DESIGN, '.MULLION MULLION Fe SPANMTH LENGTH PRE$SURE+ END,LOAD'DEFjO.PON SPANWDTH, LENGTH PRESSURE END LOAD, DEFLECTION SPANNIDTH LENGTH- PRESSURE MLOAD DEFLECTION SPAMFIMT}3 "LENGTH. FRE6SURE END COAD DEFLECTION UP,TOI UPTO o i ZLB' YfIN. .UP.TO UPTO PSF' '713 YIN .UPTO. UPTO dPSF" ,Y.INj; UP_TD 'UPTO f?$F• LB YiNt. 96' 1 124 •4960 M72 721301 1950: 0.76 .96` 'f06 2120 7.01 :987' 750 ;3000 0,78 908' 98 •4410 '0.91 _. 84 93 4028 1,00 I 108' 84', 4890 128 108' -150 '3375 1.25 $ 120`, 120" 79'"' 3950 `I'm s •60': 96' 62 1240. 1.14 60' 120': 'fit," `1580, 1.44 80' 120• 112 "•2800 1.43` r '132' 66. '3630 '137 108• 44 990 130 132' '46 '1265 1.58 .132' 64; ,2316 .1.57 gggM '144' .55` X3300 1:62 120' 32 800 1.44 744' 38 19080 -1.71. '-144' 'OF 1950 97, 143 4972 .0.42 60'. 150i :2250, d5S 9fi•.. 88, "2112 :1.00. '86 150 '3600 494 ;108'. 99: x.4406 091 7T '106, ISM 0,78 108' 70. -1690 ' a:281 ;708• 127 ;3424 127 132" _.._.;120' :::::-:72'..::. _..:,m :12..: -161V. - ,1:60: 72`. �'.:.-VV-- . .:::51;: :1530::. ::'1.42.-:_: 2* :::::720 :`..--93`- :::::2790 ::1 1: "4A2:::� x.132 :60 .3630 '. .137 ', 96" 52 1248' 1[16. .132` , 39 .. .1267... s}59. _'.t3T:,:.. .. :70' .2310 '157. '. :144' : 150' :3300 ', 1,62 't06" 36 972 127 144' 30: 1 1090 '1.73 '144' '54. 1944 .. 1:7f _>96103 ,4944 '0,72 60' 133 '2328 D.52� .84' 19: 2426: 0:774 S96' 138 '3964 11117 be. ,4428 :d92 a2 93 4953; 076 :96' d0. ;2128 1.01 408' 109 ,3434 128 11siJ 144' .120' ... 86. '3950 1:12' - 84'. 84'. ..66 .. . .15u, 1.00 ,8¢' 10B"_ : 80% 1890 128 :84 -f2O* :80. 2800 ,IA3 !137 5S =3630 4:37 96' -44 :1732, 4:13 :120^ :44 -1540 1,43 .132 60 2310 '7:57 144' A6' .3312 '1.62 Iw` 31 977 128 132" 33•. '1ZT,7. 1:57 1744', 48. 1932 1:70 9G 9S :4940 10.72 48` t5Q4 2409' 028 84" 87" 24W 0;77 96' 121 3872 1.01 ;108' :75+ 4388 •0.9! 60' 117 2340; 0.53; 96'- 66- .2112 1,00 :109' '9S .3420 1:27 .a..;= 156 .120' 81'. :3965 .�.. 4,12. '98' 72 81 . .. 19441.. 0,76. O6` 109•' 52': 1872': t27. .'120' .. ,70 .2800 :1.43... = :_.137 '50'...: •3575 . ; .'.1.35.:...... 84 .58._:..- : .1624 ...1.00 ""420' .$9` 1560".' 7.45'... •53 ..:..2332.. C- '1;58'..:. 144. '42: •3276 1.61 i 98' 39 1248` 1.15 132' 1 29. '1276' 1.57 '444', 41` 1968 1:73 ;O 96 69- 4984 '032 48' '150, 2700' 8.31 '72" 105 2835 057 96' 107 _ 3852 `tA1 108' 70; 4410 :091 601 104` '2340' 0.53: 84'- 77 '2426: 037' lar B5. -3443 1128 10B' :120' .57 .3990 1.13 :108.' 72- 72 11944' Q.76 . . '96' - 59 4124 1.01 tE8' 420' ffT X2130 :-' 1;42 .132 47 '3619 .1:37 ; 84 51... 1607 099, 10& 47" 1904;" 1:29 5132 4T .2327 144' - '39, 3276 '7:67 98' 34 1224 t13 120' 344 1539 1:42 144` 36 1944 1.71 gg 90 83 4960 0:72 48'- 146. 2920' 034 ,72' 94: 2820: 0:56: s96` 97 ;3880 ! 1.01 aOB ,85s -4388 0.94 60' 93 .2325 052 '84'• - 69' '•2418 0.77. :108' 76. •3420 'U27 180* '12D' 33 3976 1.13 vi20' .72:. 65 :1950` d76 1?0' 96' 53, ,2120. 1.01, 120' AM, ..56'�. 2800 .. 1:43.. ?C 4 '132 44c +3630 •1:37 84' 46 .1610 099 108` 42( ,1890 .728 "132' 42; 2310 1.57 �, z ,144 37; .3330 1.63 w 31 1240-. 1,14 120' 31 1550' '.1.44 ,144' 32• =14 96' 77- 4928 A:T2 48'. •733` 2926. d34 72" 88' 2838' 0.57 96' 88:I "51' -4392 0.91 60' 85 2338' 0,63 184' 63 2426 0.77 308' :fig ,Q320. "50. '4000 1.13 132' 7T 59 1947 0.76 132' 98" 4B 2112 1:90. 132' 1207 '51:'132' '41' °3608 -L38 '84l 42. 1877 � .1.00 10B' 38' 1881 ;7;27 �;132" 36-144' '34:' .3264 `1.60 96' 28 1232. 7.13 120' 28 1540 1:43 W4' 29' I-LECTION Y •,`0�• •''jy},//i•. u 'NOTE;USE DEFLECTIONS PRW[[DED WHEN OETERQRIN6:WNIMUM SEPARATION TO.CLASS. 71 U DESIGNPRSSURE'ORA.,_„_ tiA?OPAUM(]ESIGN,PR ' - 'MOLLIO!16081 . RM.r�IATE4E'X681G".XN1tPRESSURE ,Y�,AE 45X18MULIN6061-INMtDOMIAUMO7INMblATEXt4A,d6` WTE fi064-T8. n ' AVERAGE MULUON DESIGN: MULLION MULLION °AVERAGE MULLION : DE61GN - MULLION MULLIOt9 AVERAGE:- .Mt1WON, DESIGN MULLION MULLI£k!i;.: AVERAGE• MULuaN SFAPI'.4M11DTti .LENGTt1' -:PRESSURES END LOAD DEFtECbON :SPANWDTH,- .Lc-tdGTH :.PRESSURE. ENDEDA6' DEFLECTION SPANVADTH LENGTH PRESWRE':"8'ND20AD DEPI£CTICN SPAN#dbTff 'LENGTH: PRESSURE .ENDCOAO DEPLEOTION - 1y UPT0 UPTO YIN. UPTO ? 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