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H E" ATTEMPT HAS BEEN MADE IN THE PREPARATION OF
AN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE Q _ V
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TRACTOR BUILDER AHP/DR OWNER SHALL CHECK d VERIFYr
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STRUCTURAL NOTES
1 .
DESIGN L 0 A D S : / GOt/7,2AG 70// l e9 tilt/ '/L 7"0 P/1OtlI /F �/,/of' r P2Xl Pti/rc/f W,4 77 FSC/ir%C . F/X 7r�rZ F�• O A/
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A . -ROOF LIVE LOADS :
!/� +Jr7'N, rHES F F'L A</G� F�/' �ca//5 r/�lil T/cox✓ G).c/ .C1! 6, R/l_.L. C"'/AW/c/ r Ael 7"IlE FG�L!.r�cv ii✓�S �O%� 5/�'
B . FLOOR LIVE LOAD : 75 , IP . S . F . C//1Ar,�i/,el , r / / E /[/FO2�d//L)�/
C . WIND LOADS : 0 - 15 . Ft • 25 . 1P . S . F PAY 1",4AlA�1Z1GA.~/ !f! "E/lf,/�7/0�/�/. r��<✓� r/Lr�!�"io.! --'C/ . r' >r/��y F/. / - / SEC. F�. , / a
16 -- 30 . Ft . 28 . 1P . S . F .
D . SOIL BEARING : SEE NOTE 3 . 2500 . 1P. S. F . c, �/ n i/ c/Lr Vic./l All,
Q_ Q V E./L. 7o F'!l - 1/rUG.. F'i!r�f'C/� Vic; > >
Gn</r 2E rE- �/.t.�/�. vL�1 c� '- ,C�ci i//.+✓r ��>s/�/r/�'�c T✓n.�./ �r � � - /
2 . MATERIALS : OX/T/G 4 C. ti/E7f(JC, /✓[i/r 11/LF /L:/
A. CONCRETE : DESIGN AND CONSTRUCTED PER A. C . I . 318-83: lA/F 7 - U
ITEM COMPRESSIVE STRENGTH MIN. @ 281 DAYS /
FOUNDATION 3000 . P.S . I .
FILLED CELLS OF C . M. U. 3000 . P.S . I . r /
WALL BOND BEAM �j. T"///C/fly:/ C_L /_///u v/i�E L-/� 7/'c/e-, /1 � <"C/G_r-.r�t,'1r�: t/. ,eLC_ l/l//rte 7c> � �tT" T'�' rc//lr/
3000 . P.S . I .
/594/ 0/ /ice-/F..LI lE. 1.1�,NYar rig C!91)r124 7;F_ o.!!•
B . REINFORCING STEEL: CONFORM TO ASTM A-615 GRADE 60 . 4 . 11G[. F[ ooI2 /��/d/'r/�O/'. - l'/1Dvr/�E / - !� yr �`'u/1 ✓</G 4 /IrAr�1 7�i.-/E fF�'/G IJ�
2 r0/-E FG 00 2 , F/?c 7'/J//E F� /c- r/" G/ � - ���cA 7�"
C . WOVEN WIRE FABRIC : CONFORM TO ASTM A--185 .
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D . STRUCTURAL STEEL: DESIGN PER CURRENT ADDITION OF &, I . S . C . f�� /. E3v1Ll1/�/� AlOcl,,/l
1 . SHAPES AND PLATES SHALL CONFORM TO ASTM A-36 /flHr
2 . CONNECTION BOLTS SHALL BE ASTM A-325 . E_'.rlCf/
3, ANCHOR BOLTS SHALL CONFORM TO ASTM A-307 57,_4 11.2' W,-"
4 . ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVANIZED) . F, d�C !EC. 7'U tas/ E -r 7r� �X1 `yS�'
5 . WELDING ELECTRODES SHALL CONFORM TO ASTM A-233
CLASS E70 .
6 . ALL STEEL TO STEEL CONNECTIONS NOT BOLTED SHALIL BE
WELDED WITH SUFFICIENT WELD TO FULLY DEVELOP TINE
THINNER MEMBER.
E . FRAMING LUMBER: SOUTHERN PINE PER N. F. P . A. , NAITIONAL
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION .
1 . SAWN LUMBER SHALL BE NO. 2 @ 19% MIN. M. C. AND
Fb=1200 . PS
I . CONCRETE MASONRY UNITS : CONFORM TO ASTM C-90, MOTCOR SHALL
BE TYPE M OR S .
3 . SOIL BEARING : STRUCTURE IS DESIGN FOR A UNIFORM SOIL ]BEARING
OF 2500 PSF . RECOMMEND OWNER IIAVE SOIL ON SITE INVES4TIGATED
BY A ENGINEERING SOIL CONSULTANT TO VERIFY BEARING CA',PACITY.
S K ENGINEERING ASSUMES NO RESPONSIBILITY FOR FOUINDATION
FAILURE DUE TO ACTUAL SOIL BEARING OF LESS THAN 2000 . PSF AT
FOUNDATION ELEVATION.
4 . COMPACTED FILL: ALL FILL UNDER FLOOR SLABS SHALL BE', CLEAN
SAND WITH LESS THAN 5% PASSING THE # 200 SLEEVE. FILL, SHALL
BE COMPACTED IN LAYERS NOT EXCEEDING 8" IN DEPTH TO 9)5% MAX .
DENSITY OBTAIN AT OPTIMUM MOISTURE CONTENT IN CONFO)RMANCE
WITH ASTM D-1557 METHOD "C" .
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5 . ALL STRUCTURAL WORK AFFECTED BY MECHANICAL , ELECTRICAL AND
PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT BEFORE
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