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- - - =-_ -uL'aERAL NOTES: � � .t�'V O W -OD-W Z Q
Ir-The contractor shill visit the site of the- work and examine' tn1 1� ¢�
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- = Che plans and it will be a::sumed that the contractor has -
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-- investigated and is fully informed as to the conditions and 1 2 Q1.1V) t49 Inn t�QA-2P C.0 ew, \\ „ Z <01<'W O cn :�
quantities of work to be performed and materials to be �/A GO�� �•-1 GJUA►-2P GU
furnished and as to the requirements of the plans. ��,.' 111
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:The contractor shall field check and verify all dimensions 1 �Z - _ a am
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aad conditions and be responsible for same. Discrepancies 10-l2 t7Qhtnfi� rAV n- W O
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between field and drawings shall be brought to the attention _ W —
of the .owner and Architect.
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3. General Contractor shall do all cut 1,ing and patching o_ h�It;G G�OM�• ' a v 0 0 O c�' Z a
t' ons etc. . .as may be required for all 1' n �M k, �` '^�' -� _
concrete slabs,parti i y q V)o
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trades to accomplish all work. required by these contract \ I• � t74 1 �• 9�+ '
documents. Contractor shall d6- all patching and provide new \ >_• ¢ �x 4 p �jq �j t- E-- tr 3 O cn a O 3 a
M 0� . ���c."�a,I�hl, �4�'�t�►��Tn�► -ro opt: P'►ES p�rl S I���. � Ft�t,� •� '� ��\ � _..4�z _ � 1�. a.. ma.. XIS Drx�n^
finishes to match existing so as to make the "patched area" 1 �� P't�t�t4V�,Q
indiscernible to .the existing adjacent area. VEM15 d� �X151t4� 6 rej- Lnl'1�?I"rint�l�j hHo too-r1F'j'
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.4. All removed items shall become the property of the -contractor
Stith the approval of the owner, and shall be removed from
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the site. MkYJ WIMPS \ }-. i °; . IJ1.'`• •fC�.Qtit�O `k _ � },.•
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5. Contractor shall coordinate and supervise his work and vork ° S Q1�� I -
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b subcontractors. _ ,
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6. Ail' poured in place concrete 3000 P.S. I . at 28 days. EX�S� r I✓xts \\ 1 _
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7. Minimum reinforcing cover: footings 3" , columns 211 , beams 1-1/2" V( DISC, \ \ j q,� �1�'4 !�� (p x- G� o � ae. o`er-• .
interior slabs 3/4 exposed slabs 1-1/2" , unless otherwise I2G1D7� --�- -- / .. 4 00
noted. Q GW 1 tL ( ;3 _ _, A - , p
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8. Lintels to be intergra_ with the tie beam when head of opening 4.2 (,'(3�pl�t-M`j 0 �/?j � J j�l�L �
is 16 1 EMI �Z ) .
inches or less below; add additional 2 5 bottom I �f 10 E,�) (16 C,I(>•,oiJ�ICJ --�--- " `•-- �Z,� (o Ion 1 I(1" I�Q - V(\, 'Q
where drops are 6" or more. Spans greater than 6 ' -0, 12" deep -2SQ GU r1 �i � � cl' j 3 .-.�.*� v N
with ? T5 top and bottom. Minimum bearing of lintels 12" each u Z
-- - - side of opening. . ..._ t7VE Nh�y
9. All- .structural bearing wall word to be Douglas Fir with a
minimum tensile siren ht fb=1500 P.S. I . All other structural \\ `� ��pE Gryr1l. �M�� L�CtI•!-�
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wood members to be Southern Pine with a minimum tensile strength \ { ! )� F � , -� - ►
fb=1200 P. S. I. unless otherwise noted.
10. Footinc to bear on undisturbed,natural sand and rock 9111 a \ T --• � �
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minimum bearing capacity of 2060 P.S.F. verify soil bearing \ �1 ,� `.
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with testing lab. If suitable bearing cannot be obtained \ (� ; (�J ,��Q w 9d ? Q �}. L(,(,� �` ' `1
notify Architect for possible redesign of footing. \ ��� LJ '� �t--1 �n.0�
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11 . All work to be done in strict compliance with the S.F.B.C. and p,j ` ;� _JL_1 any other local governing authorities. �. f A-6 _
t- y responsibl for all underground utilities �i1t�{ �-17 bTl�
1... Contractor shall be _
whether shown or not on plans.iNotify all utilities involved
prior to construction. r Z "
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P.T. WOOD BUCK °',
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