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TAB A u.nion Ca a <br /> aing Frmom) 140 IV <br /> 150 In <br /> Opening Wiftfor- IY-%PWr gons)crOpening m i2a In <br /> BOW <br /> 50 IV Toin no "'IT9 lAaeI'a <br /> RSctanBtsar T,- <br /> a rj)z <br /> 0 to <br /> _i <br /> O <br /> F- <br /> Us ­ LU <br /> IM6.0 r. ca cn LU <br /> 411- IZ" 74.1 56 <br /> %LMb IV—. <br /> 400 &3 SM282 50 <br /> LU *0 <br /> so < <br /> is4 150 <br /> Iss <br /> 5 <br /> 6 <br /> ANCHOR CApAcrryADJUSTMENT FORMULk -AU >< <br /> Cc <br /> CAP.— <br /> MEm (DP_)x MULLt 00 <br /> USETHIS FORMULAO OBTAIN THE-ANCHORLtl <br /> TABLE 25 gic atej 0 S"m(w) C)�p_ <br /> ,,, (G5)st 'nf PEOUIREly WRgESPONDING TO AN Ir r <br /> 1w B.. C.324' CAR �UIREMENTFORTHE <br /> Qw ACTUAL PRESSURE RE< <br /> law R THAN THE MULLION <br /> 6PENING WHEN IT IS LOWER <br /> OF THE SELECTED <br /> Ancliar CIIP Pctte� 11 Edge 341 m. a in <br /> PA (FROM T TABLE ANCHOR pRODUCT Rr=VISEID <br /> M2 MULLION-IT WILL YIELD A MINIMUM AN Ith ths Florida <br /> NrA 1481 80 1b. i 2,�2�ft C WHICH MAY BE USED10 QUALIFY Building 47-0630.01 <br /> tap Ftg-I _WA f Toot. 4 WA WA A I L ANCHOR OPTIONS FROM THE NOA—No. <br /> 4AWVV�QR 2 5 wWA WA WA 12f ilr;WA 39A uts2so Ibs ANCHOR C A TABLE j.4)5/2r./2021 <br /> 4 AWO=e; <br /> k WA�j 541 VA I Expira"On <br /> 2 Ant�@&V M1,0.- — I Ip, ------1m ma F—I:A <br /> WA tIfA I NIA I <br /> 1AMWIF-01010) BY <br /> 2 .. 1M@1.15MMo'CJF_aip(F"" 1PA-f-IFMA1­­R VALUES AS THE STANDARD CUP. Miami- <br /> NOTE-.FOR THE or-1 CLIP.USE THE SAME <br /> FIGURE 2: TABLE N,0TES* USING THETABLES AND SHEET 26 FOR INFORMATION ON LOADING' _j 1.000. <br /> FIGURE t 1)SEE SHEET i FOR INSTRUC fiONS ON <br /> SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS- <br /> Pl <br /> 13EMEEN MULL LENGTHS ANDIOR'ING WIDTHS IS ALLOWABLE <br /> 2)LINEAR INTERPOLATION SFEsKEETS21-23. 2.009, ......tv <br /> SHOWN ARE NOTTO SCALE-FOR M4ACT DIMENSIONS, -1,23,RE <br /> 3)MULLION AND IIULUON CLIPS =STRICTIONS SHOWN ON SHEETS 7 <br /> FIGURE 3' KOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL 27T <br /> SHOW SUGGESTED.APPROXIMATE HOLELOCA"ONS' No.5870 <br /> FIGURES -D <br /> SpF CIFIcAVON&HOLLOW AND GgOUTFILUE <br /> LL COIIFoRM TO ACII 301 PRFSSURE-TRFATED <br /> 4)S'BSTRATES:CONCRETE SHIA �SM 0 <br /> U U)SMALL CONFORM TO i _90,WOODSHALL BE .126' t <br /> 8 GO ANGLE Cup MUST E USED IN PAIRS. r5 AND E15AMINIMUM Of <br /> FIGURE 6; YELLOYJ SOUTHERN PINE WITH Aid SG OF 0.55.ALUMINUM <br /> Tfi <br /> FIGURE C FIGURE 5: GHORS IN70 METAL SHAi-i-EXTEND AT LEAST 3 SCREW THREADS BEYOND �` •• ID •..• h <br /> 10 <br />