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TABLE 1A o pn o
<br /> Mu18on Ca 7 Table flt n
<br /> Opening Width Qkbrw calVspa ving rn dlions)or ppening Height(forhori=ntatYspanvV mullions) o
<br /> 501n 60in 701. BON so in 100 in 12oh 140 in ISOin g p
<br /> Rest Isr Taapti0am2. ReCiatgryla' Ttaprfau.a. Rooles�'#ar TmpTga Rco£angilzr 7r ptTda"g Rabnaiis` TrgtRriaz£1 Rwt 9d. TrapOta11 Reimaixi Ce Tm9Tdano. RectangU£af Trepme-v, R-t'mpf- Traphimvp.
<br /> 1x2x.125 t�n9 Loading Law Oil Lowing Losdn9 Luad.9 Loafing L-fli; Locdng Loafing Loafing L-d.gk2.6.62811
<br /> Lnadnp Co3dn0 Lwavy L-hg L-mv c� £�£
<br /> Alum Tuba "g a� n� # a a a @. & to E`
<br /> Mu19on @� �' �� to
<br /> a 1i _a _w `w 0g Q11m rcez a a $ i t rcZW4214 111.s 408 1295 332 93.2 40s U6,5 325 79.9 4a9 107X 321 69.9 40B 104A 319 62,1 406 104.0 319 66S 408 104.0 3196 1C4.0 319 39.9 408 104.0 319 35.0 408 two 319 r11 �48in 74.8 312 838 258 624 312 73.4 252 53.5 312 87.0 248 46.8 312 632 246 41.6 312 61.3 2" 37.6 312 61.0 2442 6L0 244 26.E 312 61.0 244 2S4 812 6YA 244 � (1)
<br /> 5D.020N 0.9 281 70.6 234 53.2 281 61.5 Tla 45.8 2E1 0.7 ZZ4 We 281 52.Y 222 35.5 281 60.1 220 31.9 28S 49.3 219 49.3 219 228 281 49.3 219 2C.0 251 49.3 219 � �
<br /> O W O f/3
<br /> 54 in 52S 247 575 207 43.9 247 49.8 202 37,8 Z47 d4,A 199 329 247 41.5 190 29.2 247 39.4 194 26.3 247 38.4 193 21.0 247 38,' 103 18.8 247 38A 103 le.4 247 38.1 103 m
<br /> C 60 D1 38.4 200 4L2 i70 320 20s 35.4 166 27A 200 3/.6 263 24.0 200 2A.9 160 21.3 20D 27.1 169 19,2 2W 25.9 Ss7 ISO 200 25,0 150 � (7
<br /> ¢ 2
<br /> _ 63 In 331 181 35.3 155 27.6 181 30.3 152 23,7 151 26.9 149 201 /81 24.A 146 40.4 151 228 144 16.8 181 21.7 143
<br /> U = U m X
<br /> BEN 28e 166 3D.6 142 24D tss 26.1 139 20.E i65 23.1 136 wo 16 21,a 134 0i Z t'n �y
<br /> 72m 222 139 23.3 120 189 134 59.9 118 /5.9 £39 ST.S Y18 W a; 2 sQ
<br /> 78N 1&9 125 19,T 109 15.7 1T is's IC7 ,J (Ao U `,Z
<br /> 78 N 37.5 113 18.2 104 2 Z Z)
<br /> N t-
<br /> TA6LE1$ ANCHORCAPACITYAD3USTMENTFORMULA' O F t0 )�§Oaa
<br /> AnchtxCa Di Table bs ANCHOR CJIP,,,,,,,,,cg n' N 1 a
<br /> S06s£rate. Wk C-r to 3.5k Cane. Hoff"CMU FBed emu PT Wood Metal (DP,,,)X )=ANCFIOR CAP., r•. CO ,
<br /> 5/1S Ek:o Ili'S6 ERa slt6-geo 114-ss vco zta slew a12 emcl a12s£dd MULLION CAP. ,,,,,, N W
<br /> Noh.Tyra' 3l•.S qco tAt4ccn 1/4'SOI;V cm 3116°EtolAt- 1/4°Eko UAream X Y
<br /> AncharCltp Patterns Urrewn ADareGatm Utraxn AppteGa(or Screw(G5)S--(c5) ft-Ills) USE THIS FORMULA TO OBTAIN THE ANCHOR 4 N IA tq
<br /> Edgn Cfatenoe(ia} _ 1� 2•+m £' z-tn° ;>-Its^ r atn• 1• 2-r,r r 3-+ra r o.4e- o.s4• o.W CAPACITY REQUIRED-CORRESPONDING TO AN r F X
<br /> Embadmeo£(N7 I-3l4' 1-314" 1-3/4" 1 1.3/4° T 1-W 1.114• 1-1w Mw 1-1/4° 1-1/47 2° 131B'• 1&8' tctian ACTUAL PRESSURE REQUIREMENT FOR THE
<br /> 2Anchotd 04.W Mitt OC./Started in 00se1 aip(Fla.U: 3w IDS 380 pts 4505 890153 1644mn 210 IDS 2000s 3540rs 74D1trs 374145 -654 in mISS 341m 44210s 560 rns OPENING,WHEN IT IS LONER THAN THE MULLION dew '�mO (17
<br /> 4Anatio£4 @ S.tS tztn.O.C.1SaWefd ta+Od£)C£ip(FB 2): 480IDS 700 am WA I WA WA NIA 380RS WA NIA MA WA 1UA 6820s 885IDs 1001bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 �_z 6 0 ao
<br /> 4Arcfcrs qa^ran.O.C.rl'1)2x6 Ad61e ales+tn9.3k 760IDS 784 ms 6AA ms isfiD;tss iA99 ma No axi 5607m WA 7sa lbs lea ma s38<s les 1692u» 6A2 ac Wallis n2oias MULLION.IT 4i+7LL YlE1.DAM7:>3Ih4UM ANCHOR
<br /> 2 Ar4lhotr®OAS"1r1F£.O.C./t1431,Into.115 Alum.(Fip.4k WA WA WA WA WA WA .GA WA N!A WA WA WA wA N)A 715 me CAPACITY WHICH MAY BE USED TO QUALIFY
<br /> 1 Anchor/FAOp(R3.Sk 155 ihs 1961bg 226 ip1 4451os 'fizz IDS 131£06 140IW 117IDS 3700. 1871bs 33216c 4731bs 170 IDS 22YIbs 2800. ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
<br /> 2Ancnoan 91.75"MN.O.Cl Fai F-a.BS a.. 35D IDS WA WA WA WA 1901ba WA NIA NIA WA WA 3411Gs g4216n 50p On ANCHOR CAPACITY TABLE a9eoTply wlth the Florida
<br /> NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -- BuA N.Code
<br /> CtoA-No. 17-0830.07
<br /> Expiration Date 05/26/2021
<br /> Dy
<br /> Af Iiimi-D.Ddb Product Control
<br /> FIGURE 1: FIGURE 2: TABLE NOTES:
<br /> 1)SEE SHEET I SEE SHEETS 2 4 FOR OR GENERAL INSTALLATION METHODS.INSTRUCTIONS SAND SHF.F.i?b FOR INFORMATION ON LOADING.
<br /> 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
<br /> FIGURE 3:
<br /> 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACTLJlMFJVSIONS,SEE SHEETS 27-23. 1
<br /> HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN(NI SHEETS 21-23, 2.000"
<br /> FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 +
<br /> ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBS(HATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '129° `��%1 a....'..'N1 41, ,�
<br /> CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOL)SHALL BE PRESSURE-TREATED ti {1�.•'• 4,1GEN.,--..Ce
<br /> FIGURE4: FIGURE 5: FIGURE 6. YELLOW SOUTHERN PINE Wi iH AN SG OF 0.55.ALUMINUM SHALL BE 60633-TSAND BEA MINIMUM OF A25' �,•' ':fill
<br /> ® THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,lNS"THICK(tB GAUGE).STRUCTURAL STEEL'[O BE AT 1"X2"X.126"MULUON = j No.58705
<br /> LEAST.125•THICK AND A38.ALL ANCHORS INTO ME rALSHALL EXTFNo AT LEAST 3 SCREW THREADS BEYOND
<br /> ® THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S.
<br /> S >1
<br /> (�`
<br /> A.&NN1 MIU1E�,P.E.
<br /> FL P.E.#58705 '
<br />
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