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AB.S J <br /> cH 77fl9g8O8NNNN T843051532A0 d43a8d383t21 78493R38..7P69 379 54aR9e 4d]143i2 63R298] 3322TD50 <br /> 400 2A2 4A22a0818891 4431047D512i 4d2295681AA.285 37iD4Ae t, . 2t171 3267H21 2l17742.76 43�3t2i1 321417.931 S22483888 2i11d2...023 432409121 31139...t8 346 2R.4 Lit ]2i OZ Q N <br /> 367 x z <br /> 295 � N r� <br /> 2 20.7 .] <br /> •OY <br /> II <br /> C" <br /> 100 N 2A.e 270 25-i 7P0 20b 230 at.i 2R4 17S 279 iR] 201 faR ZJO s a X te x <br /> 111 N 318 119 13.1 t87 f89 2s8 18A 18d !62 218 116 181 14A 218 tag t8B <br /> i2DN 17A t87 1R2 i7P l4.9 13T /53 f67 tE (J N Q <br /> 4..r Z O f/l <br /> ANC140RCAPACITYADJUSTMENTFORMULI4; o <br /> TABLE 9B NO <br /> CAP., ,ee1ANCHOR CAP,s <br /> pnchorCa aatty7abie bR) NofimvuurAdtf FTYoOd Moos {OPw}X�MU!UONCAP.,„ .e// PRODUCT REVISED <br /> ns 4:om in Wdtb the Florida <br /> Su851m"a: 27k Cararele 3.6k Cmc. u4`88 Eta:Yt6'Qao tfA'S]Ftco tn6 6tce1 m2 6M`f Sc1rsw G5) gg <br /> 5rta•Efm yf6'EkaL6tn,mn Ua•Efe0U6rrcen AApecdlar u0r�on AOgie80bf 9cnw(o,)Datew(cs) USE THIS Buiiding odo 17-063d.01 i <br /> MI,c pne: 31W E3G0 tAtMcen tT4-Era ulamm fl@raoan 2, ], z' P.49+ 0.54` 0.32A' CAPACTY REQUIRED"CORRESPONUING TO AN NOA-No. <br /> Anchor GOPP ttOrns 2.11! &1!8' 7' 2-112• Y 2-12• <br /> Ed90 Dist0dce pnT 4 2.1/2' I" t-1t4• f-it4• 2° t•31D' ta:4• modes ACTUAL PRESSURE REQUIREMENT FOR TH <br /> t-Ltd' i-L4` 1-iJ4" <br /> F�nliedmenl In i-3r4' I•]'4' MO:Ls 16d4 67s Z7Dm3 26D m,: 95AmS 7aP Tat 3TA Dre. 8941[a 81D ma 341 Iba ad2lea Ee0Ib0 OPENING,WHEN IT <br /> IS LON/ERTNAN THE LECTEMULLION expiration Dq 5)2GI2a2 <br /> ZAi�o98;'i.75'M+B o.C.7 Bonded orC4xi atD(FR•tX 38Dms 380 ms N7A WA 960 ma WA WA N/A WA WA 1;42tas 8651ha M1t2D lLrs CAPACTY rWILLYI(FROM HE <br /> MINIM MANCH-ECTEO <br /> ia5lbs ae4 tea lsszms 692ma 8851W 1t2a Eu MULLION.fT WILL YIELDAPAINIMUM ANCHOR Miami-B pradact Gon tai <br /> 4 AnOime♦3J t.tS MN.00.15tandatd(OrtKsel)t3lP(FI6-2E 4@P ma 7W ms WA WA WA WA NIA WA NA WA NIA N1A 850 ms CAPACITY WHICH MAY BE USED TO QUALIFY <br /> a Anarors 49]'tdln o.c.l R)2r5M�e C2M 7lFis'3Y 1@o ro0 700 roa 690@a 1564 ros 16W ros 5d00» SbOibs WA 7JD itu <br /> 3 Anolnm®084'Mh 0.G TUpip,hlo J06'A81nt.ORO dx TNA WR WA WA WA N!A 1 <br /> T Rnclt4l FalA tF70•� f05lW t95 ma 1750>, 'N6@s ems 1950Yt 1CO I8s 7T7Ihs 3M III 16�IR A dW� 3lt ma z42ma 59013s ANCHOR G\PACITV TABLE-OPTIONS FROM 4 <br /> 2An0h«a @ 7.16•Min O.G7 Fd7W(FlP.8): ?AO roa 350 ms WA WA WA NtA 79D faa NIA <br /> L260" C-1.250'� i <br /> TABLE NOTES: <br /> FIGURE 1: FIGURE 2: <br /> 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION <br /> >* A ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111 1 1 111 7 <br /> Q�yY LYNgr <br /> 2)LINEAR IN7ERPOLA7ION BETWEEN MULL LENGTHS ANDtOft OPENING WiD7H3 IS ALLOWABLE- •--• . <br /> .260" �y��.•''JCENSF Mf'�1-r'.� <br /> 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3 <br /> FGURE 3: ----- -" ANGLE SHEETS 2T-23.HOLES TO BE DRILLID IN THE FIELD FOLLOWINGXIMATE iO LE RESOCT IONS, S * No.58705 <br /> CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED, <br /> APPROXIMATE HOLE LOCATIONS, _ <br /> - B�PALED 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACS 30Y SPECtFtCATtONS.H0t1AVJAND y <br /> GROL T-FILLSD CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AS7M C-90.WOOD SHALL 1p_9••'." 'T. <br /> :..�` <br /> BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SFIALI.BE <br /> FIGURE 6: �63-T6 AND BEAMINIMUN OF.1OWTHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,100• '�i Fs'••�Omop.•••��'�r,• <br /> FIGURE* FIGURES,. -045`T5 AND 8 GAUGE),STRUCTURAL STEELTO BE AT LEAST.125'THICK AND A36.ALL '10f 25'X a 0" X.1D0" 1.26"x a,25`X.1DD" '`� S'1 . 1GN <br /> Q ANCHORS 114TO MCTAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION FOR MULLION FOR �l,1 t���A4 i11,� <br /> 1)10 8„f112 ANCHORS INTO WOOD MAYBE STEEL.I"S.S.OR 410 S.S. FIEYA-MULLED UNITS FACTORY-MULL ED UNITS A.LYNN i1JI1999,P.E. <br /> * FL P.E.7#68705 <br /> s <br />