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o Dia= 3/4" <br />B Dia=1 " <br />1 -m'—R"nt tT_Tn_m rr na CTCFI <br />6 High Eave <br />2 <br />3 <br />4 <br />5 <br />26'-8" 26'-0" <br />26'-0" <br />26--0" 26'-0" <br />13'-1 1 2" 10'-10 1/2" <br />3'-4' 16'-3" <br />X-Bracing <br />• <br />L •H <br />•H <br />•H <br />•H <br />E <br />F <br />a• <br />He <br />- <br />o <br />o0 <br />D ■• <br />W <br />I <br />I <br />I <br />I <br />cr <br />w <br />cis <br />ao <br />01 <br />rn <br />br <br />rn <br />I <br />I <br />I a <br />I <br />HB <br />r a� <br />101 <br />re •� <br />101 <br />ro •� <br />101 <br />ro •� <br />101 <br />DH <br />L_°J <br />L_°J <br />L°_J <br />L_°J <br />0 <br />1 <br />N <br />N <br />I of A <br />G <br />G <br />Ge <br />0 0 <br />G <br />e <br />X-Bracing <br />15'-4" 6'-4" 10 <br />4'-4" <br />26'-8" 6'-0" <br />26'-0" <br />26'-0" <br />6'-0" <br />5 6) <br />ANCHOR BOLT PLAN <br />NOTE All Base Plates ® 100'-0■ (U.N.) <br />N <br />ANCHOR BOLT SUMMARY <br />ro• <br />Oty Locate in) Type tin <br />032 EndwaU yT/4' F1554 3.00 <br />B 16 Frome 1 F1554 3.00 <br />032 <br />Frome 3/4' F1554 3.00 <br />ANCHOR BOLT PLAN <br />GENERAL NOTES <br />I. THE SPECIFIED ANCHOR ROD DIAMETER <br />A ASSUMES F1554 GRADE 36 UNLESS NOTED <br />OTHERWISE. ANCHQR ROD MATERIAL OF <br />Ln <br />m <br />a. <br />EQUAL DIAMETER MEETING OR EXCEEDING <br />THE STRENGTH REQUIREMENTS SET FORTH <br />ON THESE DRAWINGS MAY BE UTILIZED AT=« <br />THE DISCRETION OF THE FOUNDATION <br />Y'1 T s <br />DESIGN ENGINEER. ANCHOR ROD EMBED- <br />s 2 d' R <br />�y MENT LENGTH SHALL BE DETERMINED BY <br />O <br />N THE FOUNDATION DESIGN ENGINEER. <br />_ <br />2. METAL BUILDING MANUFACTURER IS NOT <br />RESPONSIBLE FOR PROJECT FOUNDATION <br />®MOB <br />3 <br />DESIGN. THE FOUNDATION DESIGN IS THE <br />RESPONSIBILITY OF A REGISTERED <br />O` E $ <br />U <br />B <br />g 4 <br />PROFESSIONAL ENGINEER. FAMILIAR WITH <br />LOCAL SITE CONDITIONS. <br />O <br />n <br />I <br />x <br />Low Eave <br />D <br />d <br />i <br />3. ALL ANCHOR RODS, FLAT WASHERS FOR <br />ANCHOR RODS, EXPANSION BOLTS, AS WELL <br />AS ALL CONCRETE/MASONRY EMBEDMENT <br />PLATES ARE NOT BY METAL BUILDING <br />MANUFACTURER. <br />4. THIS DRAWING IS NOT TO SCALE. <br />5. FINISHED FLOOR ELEVATION = 100'-0' <br />UNLESS NOTED OTHERWISE. <br />6. 'SINGE' CEE COLUMNS SHALL BE <br />ORIENTED WITH THE 'TOES" TOWARD THE <br />LOW SAVE UNLESS NOTED OTHERWISE. <br />7. ANCHOR RODS ARE REQUIRED ONLY IN THE <br />QUANTITIES SPECIFIED. BASEPLATES MAY <br />BE FABRICATED WITH MORE HOLES THAN <br />NEEDED FOR THIS PROJECT. <br />8. THE ANCHOR BOLT LOCATIONS PROVIDED <br />BY METAL BUILDING MANUFACTURER <br />SATISFY PERTINENT REQUIREMENTS FOR THE <br />DESIGN OF THE MATERIALS SUPPLIED BY <br />THE METAL BUILDING MANUFACTURER. <br />PLEASE NOTE THAT THESE REQUIREMENTS <br />MAY NOT SATISFY ALL ANCHOR BOLT <br />CONCRETE EDGE DISTANCE REQUIREMENTS <br />DEPENDING ON THE DETAILS OF THE <br />FOUNDATION DESIGN. <br />BECAUSE FOUNDATION DESIGN IS NOT WITH— <br />IN THE METAL BUILDING MANUFACTURER'S <br />SCOPE OF WORK, IT IS THE RESPONSIBIL— <br />ITY OF THE QUALIFIED PROFESSIONAL <br />DESIGNING THE FOUNDATION TO MAKE <br />CERTAIN THAT SUFFICIENT CONCRETE EDGE <br />DISTANCE IS PROVIDED FOR THE ANCHOR <br />BOLTS IN THE DETAILS OF THE FOUNDA— <br />TION DESIGN. <br />ULL <br />in J <br />_I —j <br />_ <br />NLO <br />w <br />M <br />J ch <br />r <br />CLIL <br />Q J <br />u"5 <br />N <br />W <br />W N <br />N L' <br />� <br />Z <br />W J <br />O <br />wQ UwIY� <br />= <br />Q <br />M <br />0 <br />W rn <br />w 0o <br />J W <br />o W <br />j 00 <br />No 84502 <br />STATE OF <br />�a <br />e, $, <br />9 #s ix tiN-- <br />'Egi='�gg 0 <br />o p .ebz`^ L <br />NOS <br />-j 12 81M <br />€"='s9. con-q <br />