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12. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH ` <br /> ` ACI 318 (WHEN STRENGTH DATA FROM TRtAL BATCHES OR FIELD � <br /> � <br /> EXPERIENCE ARE NOT AVAILABLE). � <br /> � � <br /> � � <br /> CEMENT CONTENT G 1 N � � <br /> SACKS PER <br /> LBS/CUBIC YARD CUBIC YARD POST PER PLAN— INSTALL <br /> F'c (PSI) (MINIMUM) (MINIMUM) PLUMB 6—INCHES A�OVE POST PER PLAN <br /> � <br /> 2500(no speciai inspection) 470 5 BOTTOM OF HOLE PRIOR TO <br /> Q� <br /> SEE NOTE A CONCRETE PLACEMENT `O <br /> � PB POST �ASE � o <br /> � MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP . OF 5" OR PER PLAN •� <br /> — - - - U "' <br /> N <br /> i I 1=I I =�I�I I 1=1 I I . . � I I=1 I I�I I I=1 I I-I I � <br /> OR LESS. NO MORE THAN A 1" PLUS TOLERANCE SHALL BE � � �° � — � <br /> ��� ..jT. — . a�. . �i� ����� �Ti- „ �ri <br /> ALLOW�D. 1 (n <br /> . . �, 10 � CONCRETE COLUMN <br /> . � ° CONCRETE 6" MIN � � `� <br /> A) WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION PER �� � FILLED HOLE ___ - <br /> Q > '� x o <br /> 1704.4 OF THE I.B.C., CONCRETE SHALL HAVE A MINIMUM a . � � �. ��11=111—III—III—I � (4) #4 VERTS EQUALLY � <br /> P LAN � ° � ��°.a P E R P LA N ��I 1=1 I 1=1 I 1=1 I I � �� " a � � .� <br /> CEMENT CONTENT OF 5 SACKS PER CUBIC YARD OF CONCRETE. � a SPACED w/ #3 TIES � 12 � � o +, <br /> -1I1=1 I I-I I I-I � ; � ��� � � N �, <br /> 6" � ° � � �a .e. (1 )#4 BAR EACH =1I li I�I I I—I I I� .. .. o/c, TYPICAL. HOOK � � � L <br /> B) DESIGN MIX (OTHER THAN AS SPECIFIED IN TH�S TABLE) , ��� a � * � WAY THROUGH POST , III— . da. . VERTICAL �ARS INTO •— c.� °' > <br /> SHALL �E SU�MITTED TO THE BUILDING OFFICIAL TWO WEEKS 6 �,,,�. :� d �.�,� � g MIN � FOOTING AS SHOWN � � � � � <br /> PRIOR TO FIRST USE . <br /> � � N cn <br /> PER °��. � �. . FOOTING AND �' � � <br /> : a � �.' . <� REINFORCEMENT PER � � � � 3 <br /> 3 <br /> PLAN �Q. . . : ..o. .. � PLAN � w � <br /> GENERAL �- <br /> N <br /> � � <br /> 1 . ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE P 0 S T E M B E D M E N T TYP I C A L C 0 N C R E TE P LI N TH � <br /> CONTRACT DRAWINGS. -) 2 U W <br /> z <br /> � o <br /> � _ <br /> 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL . � <br /> -�-� <br /> BE RESPONSIBLE FO(� THE SAFETY OF THE BUILDING. THE (� <br /> , CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACiNG AND � <br /> GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL <br /> SAFETY ORDINANGES. ANY DEVIATION MUST BE APPROVED <br /> PRIOR TO ERECTION. <br /> 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA � � I`� <br /> STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA �- � <br /> PRIOR TO ERECTION. <br /> � N <br /> j 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL � Z � <br /> CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND U Q � <br /> = PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS W � <br /> AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND 0 = <C <br /> LOCAL SAFETY ORDINANCES. � <br /> � � <br /> 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING <br /> THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. o = f— <br /> ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF N �--- <br /> THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE Q � W <br /> WORK. m � <br /> 6. SHOP DRAWINGS FOR PREFABRICATED TRUSSES AND � W <br /> = MANUFACTURED FLOOR JOISTS SHALL BE SUBMITTED TO THE N � <br /> ENGINEER FOR REVIEW PRIOR TO FABRICATION. � W <br /> � <br /> 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF <br /> CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY ���.�;;��g� <br /> INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, ••- �� - '�y�''`�.� <br /> SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO �`t�(����, �� �A��� '�-���[q�f�) /f4} <br /> - �� :�'� `��� �"�� �� 'uY'�� �..i� <br /> REVIEW BY THE ENGINEER. �� � <br /> ,� � ���:� ���� <br /> � �� �' <br /> �� �� � <br /> ?3� � <br /> `� �, 3438'3 � <br /> . ��; `��rsr��K`���� <br /> �,, m......�.� , � <br /> � ,�„��514t<����f.� <br /> "��„���,,°{�"v. <br /> ��� � � ���� <br /> Drawn By: CHRIS <br /> . Checked By: CHRIS <br /> Date: 08-02-17 <br /> SDA JOB N0. I <br /> 8126 ! <br /> STRUCTURAL <br /> . N OTES/DETAi LS <br /> - 5 - 2 � 0 <br />