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A B IZE AND PROJECTION ANCHOR BOLT QUANTITY i
GENERAL NOTES. S Q PRoaecTioN �`le of
QTY. BOLT DIA. P
{ ) 1,' ♦ �"I NAL tom: , ,;s` " �y .,
P 1 ILITY OF A REGISTERED PROFESS O "
R ECT FOUNDATION DESIGN SHALL BE THE RES ONS B
AB4. P OJ ___ ___ ..
;, , i ;
i NCRETE'NOTCHISRE UIRED THENTNEREQD
AB1.ALL DIMENSIONS ARE OUT TO OUT OF STEEL F CO Q --
TTHE METAL BUILDING MANUFACTURER. A5 REQ D 1I2 WA _" O '
ENGINEER FAMILIAR WITH LOCAL SCTE CONDITIONS,NO BOTTOM OF w ..,; . *;,, '
DIMENSIONS SHOULD BEARDED TO OBTAIN THE OUT TO OUT OFCONCRETE DIMENSIONS. _ . ..
L D NG
P BASE PLATE
3/4 2-1/2 F R BOLTS INC U I 4 _
P A WELL AS TH
A65: THE METAL BUILDING MANUFACTURER I5 NOT RESPONSIBLE OR ANCHO ( 6
AB2. THIS DRAWING INDICATES WHERE THE ANCHOR BOLTS ARE TO BE !ACED S
MA
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S EXPANSION BOLTS EMBEDMENT PLATES NOR ANY OTHER MATERIALS THAT Y
WASHERS AND NUT , ANCHOR BOLT SHAPE 1 3 '� : % *^ '
O E METAL BUILDING. IT IS ESSENTIALTHAT THESE BOLT PATTERNS BE FOLLOWED.IF . : Z
FOOTPRINT F TN 4u
ERED PART OF THE FOUNDATION. IS TO BE DETERMINED . . --
BECONSID ** 1-1/4 3-1/2 .., T�TE,,Cf ,'
THESE SETTINGS DIFFER FROM THEARCHITECTURAL FOUNDATION PLANS,THEMETALBUILDING p ." �&!>
BY THE F T
T OF THE DESIGN OF
OUNDA ION .1D v
AB6.THE ANCHOR BOLT LOCATIONS SHOWN SATISFYPERTINENT REQUIREMEN S
MANUFACTURER`MUST BECONTACTED IMMEDIATELY BEFORE CONCRETE IS PLACED. 1-1/2 3-1/2 _, ram ° ,� .�. ,,,.,
ER T MAKE CERTAIN
ENGINEER. �,t} � .,.,;
IIIIIIII"I,�IIIIIII"II1II�III1II II'I I II I II I II III�I,I�III III1�III I�1I II I I�,III IIIIII1II"I II'I IIIIII'III I I I IIIII I 1II II I�I II I I I I I I IIII II 1II I I I lI I IIIII,-I I I IIII-I,1 I III1I II:IIIIIIIiIIII,II�IIIIII,II III:1l,IIIIII1 IIIIIII I II I,IIIII�III I I 1 I 1 IIIIIII I I I1 IIIIII II I,�II I IIII II IIIIII I I I III I I II 1 III II I1I II III I II I II II I I III II I III I III II I II II I,I IIIII1IIII II1II I II",III,1I I I I III I I I I,I II,I IIIIIIII I IIIII I II II I II III1 II'I I I I II II I I'I IIIIII I 1-I I1I IiI III1 I,IIII eI1 III�I�i III�IIIII�eIII�I I�I;,�'IIe�II1I��I�IIII,I,IIII,I':IIII�II.1IIIII�I�IIIII II�i II�IIIIIII I I I1 II 1 I IIIII II1I-II II II,I III 1II I I I II I I I IIIIIIIII I I I III-III,I I II II I I I IIII1I I II II IIIIII�I 1 II IIII III II I I I I 1 I I I III I IIIIIIIII I I I I II I�I I IIIII IIIIII I I1 II"III I II I 1I IIII1I,I III II III II I I II I I III I 11I I,IIIII I II I,IIIIII I I III IIIII I�IIII II II I I II;II II I&I IIIIIII III I I I I'III II I I I I I1I II II I II II 1 I,IIIIIIIIIIIII1 I IIII I II I I IIIII I I II I 11 I IIIIIIII I IIII II:II�I I I 1 II I,1 I II'II II I I I II III"II I I I�II II III II II,1II 11I I I II-I III11,1III I I I-III III IIIII I IIIi I IlI.I I1II 1 II I I�I�I I III IIIII II I,1I1I-IIII I III II:I1,II I1 I I 1-1 II1III1IIII I-I I1,IIIII1�II I I eIIII II I'II1I"III,1 I III I"II l 1II I�IIiI,II1 I,I I-I I�'-II�II,-UCIII,1I11I 1 III I II II I II II'IIIIIII1 1 I1I111lI I I 1,I II I-I 1"III 11I 1 1 IIII"'I,II I I,I-,III1��I11II-I4ie1iIIII1:iIIII1�I�II1-III11II11II1II,��:II�III1l�II I,III�I1�1-I 1:I1i�III-��,I-I I-I II I IIIIII II II1 I I I l l I I I 1 I 11-1 II I;I I)1,1I,,I 4,III1�-,II I,III,1I,:I1 I,,I 1 IIII IIIII,II,I'I,II�I I'I I II 1'II II011I wF:-II,II�II 4I-III 1I I I-II--I3II I I I 1III I I,I III I-I I I I'I,I I IIIII II II II III I I IIIIIII'-III I I IIIIII I I III I'III III II IIIII I IIIIIIIIIIIII�I lI I II III II I,I((II III I$,I,�$I IIIII I I_-�IIIA t�I1I1IIII,I_-I
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A63. EACH SPECIFIED ANCHOR BOLT DIAMETER ASSUMES F155d GRADE 36 UNL SS 0 BOLT MATERIAL IS TO BE ASTM F1554 36. , t�
E EDGE E DISTANCE IS PROVIDED FOR ALL ANCHOR BOLTS. , . I i � ,, , ' , ,
THAT SUFFICIENT CONCRET G t �t �
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ANCHOR BOLT EMBEDMENT LENGTH D IS TO BE t� A �V ,
AB DRAWINGS ARE NOT TO SCALE. SEE DETAILS FOR COLUMN ORIENTATION. !t -- " ,
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