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<br /> GENERAL STRUCTURAL NOTES /% '�'�, A � � % %� '� / ���� ' N ■ �
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<br /> (THE FOLLOWING APPLY UNLESS SHOYVN OTHERWISE ON THE PLANS.) �j� \\,,\ � \ � %� ��\ ' j� ' � �0,��'�,T z3oza ��`���v�
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<br /> A. GENERAL C. FOUNDAIION � ��\ ;�� � � � �� �` -`- __._ � %� � SI�NAL E�
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<br /> 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION FOR NEW CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, t. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION REQUIREMENTS. THIS ,% �'�-\ � ;�' _ ___ __ ` ' �
<br /> SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC, 2015 EDITION. CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND SUCH OTHER RELATED WORK AS REQUIRED, SHALL BE CONDUCTED BY ;- ��;, X;�-�' ��� � p � �
<br /> THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION OF THE GEOTECHNICAL ENGINEER. � ;,\� ;��;� j j / �
<br /> 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL DRAWINGS FOR BIDDING AND CONSTRUCTION. �,j / �
<br /> CONTRACTOR SHALL UERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SNALL NOTIFY ARCHITECT OF ANY 2. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST / , jW 444.0' .
<br /> DISCREPANCIES PRIOR TO CONSTRUCTION. 18" BELOW LOWEST ADJACENT FINISHED GRADE. I�ATERIAL TO BE COMPACTED TO 95% MINIMUM OF MAXIMUM DRY DENSITY AS � . "' / gW 433.7' �
<br /> DETERMINED BY ASTM D1557. .��� \ � / \ 5�
<br /> 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR `'�� �� `��� o '
<br /> PROCEDURES REQUIRED TO PERFORM HIS WORK. 3. FOOTINGS I�AY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3" AT EACH INTERFACE WITH SOIL. \� � / �
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<br /> 4. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRIl1NG TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR 4. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE jiX \ / � ' � ; o M� �
<br /> A P P R O V A L P R I O R T O F A B R I C A T I O N O R C O N S T R U C T I O N. C H A N G E S S H O W N O N S H O P D R A W I N G S O N L Y W I L L N O T S A T I S F Y T H I S ;� � /� � ; „�o �
<br /> REQUIREMENT. 5. ALL ABANDONED FOOTINGS, UTILITIES, ETG THAT INTERFERES WITH NEW CONSTRUCTION SHALL BE REMOVED. " °'�M'-
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<br /> 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY 6. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO � / � � � °'��
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<br /> INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT SAFELY RETAIN EXCAVATIONS. / � � � n aLL � `
<br /> TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. / : � �
<br /> 7. BACKFILL BEHIND ALL WALLS WITH WELL DRAINING, GRANULAR FILL �IATERIAL, AND PROVIDE PERFORATED PIPE DRAINS AS / ' ; \ �"� �
<br /> 6. SPECIAL WSPECTION: SHALL BE PERFORMED BY A CERTIFIED TESTING AGENCY, DESIGNATED BY THE ARCHITEC? OR DESCRIBED IN THE SOILS REPORT. ,� ___- - / � � � �
<br /> ENGINEER, AND APPROVED BY THE OWNER. � �,, ,: _� � '.. ��0
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<br /> THE SPECIAL INSPECTION AGENCIES SHALL PRODUCE REPORTS AND KEEP RECORDS PER IBC SECTION 1704.2.4. D. CONCRETE / � ' %� �, � � \ � j" Q J
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<br /> THE SPECIAL INSPECTION AGENCIES SHALL INSPECT FABRICATORS PER IBC SECTION 1704.2.5. IF FABRICATOR IS REGISTERED & 1. ULTIMATE STRENGTH QESIGN PER INTERNATIONAL BUILDING CODE AND ACI 318-14. � � �., / � � ' �%�, � �
<br /> APPROVED TO PERFORM THE WORK WITHOUT SPECIAL INSPECTION PER IBC 1704.2.5.1, FABRICATOR SHALL SUBMIT A CERTIFICATE � � j' �" '`� / � %� ' O Q
<br /> OF COMPLIANCE TO THE BUILDING OFFICIAL PER IBC SECTION 1704.2.5_1. AT COMPLETION OF FABRICATION. - ' - N T THAN -1 � '�' \ il� � �/ a'
<br /> 2. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF FC - 3,500 PSI AND MIX SHALL CO TAIN NO LESS 5 /2 / ; �- ,a ,� , a
<br /> SACKS OF CEI�ENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. EXPOSURE CLASS \ � ;�% � ��, � ��5� h-
<br /> THE SPECIAL INSPECTION AGENCIES DUTIES SHALL INCLUDE THE FOLLOWING: Ft, S0, WO & C0. � / /j' � � Q .
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<br /> 6.1 CONCRETE CONSTRUCTION: 3. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE DESIGN MIX IS � �� � Q � �
<br /> VERIFY AND/OR INSPECT CONCRETE PER IBC TABLE 1705.3 AND IBC SECTIONS 1705.3. THIS INCLUDES (BUT IS NOT LIMITED TO) SUB�IITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY ' �� � � � �! - - ------- - - _ `����yQ � � � �
<br /> U S E O F C O N C R E T E D E S I G N M I X P L A C E M E N T T E C H N I Q U E S O F C O N C R E T E A N D C O N C R E T E S T R E N G T H. S E E I B C C O N C R E T E. T H E C O N C R E T E P E R F O R M A N C E M I X S H A L L I N C L U D E T H E A M O U N T S O F C E M E N T F I N E A N D C O A R S E A G G R E G A T E W A T E R � � � �= � �
<br /> REINFORCING STEEL, , , , , �
<br /> SECTION 1705.3 FOR EXCEPTIONS TO SPECIAL INSPECTION OF CONCRETE CONSTRUCTION. AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUh�P, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN � � � ��f
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<br /> ACCORDANCE WITH ACI 318, CHAPTERS 19 AND 26. � � � %` / �
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<br /> 6.2 SOILS: XISTING SITE SOIL CONDITIONS FILL PLACEMENT AND LOAD-BEARING REQUIREMENTS ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES WHILE CURING AND ALL CONCRETE PERMANENTLY EXPOSED TO ` U / \`� �'� , \
<br /> SPECIAL INSPECTION IS REQUIRED OF THE E , , � \
<br /> PER IBC SECTION 1705.6. WEATHER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ACI 318. TOTAL AIR CONTENT SHALL BE � , � / \, i �=-�� - � �
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<br /> 6� IN ACCORDANCE WITH TABLE 19.3.3.L 442.5 - i`, � � '� � T
<br /> 7. SHOP DRAWINGS FOR REINFORCING STEEL, SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR 8� 4�8•7� - \ / \ ;�� �� I ���'�%� �// � � �� ��
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<br /> REVIEW PRIOR TO FABRICAIION OF THESE ITEMS. 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORI�ING TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = \ / � � . � \ ; /.� �.
<br /> 60,000 PSL � � � ���,� \ j j- �
<br /> ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN WTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT /,%" �' �/% �/
<br /> GUARANTEED BY THE ENGINEER OF RECORD, AND THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. DRAWINGS FOR 5. REINFORCING STEEL SHALI BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE VNTH ACI 318 (LATEST EDITION). �� �� % � -�%�
<br /> COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW LAP ALL CONTINUOUS REINFORCEMENT 48 BAR DIAMETERS. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER / \��;,, \`\` -"�� � ;%� � �
<br /> BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE BARS 48 BAR DIAMETERS. ALL HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318. �` `� ��� %� \ %/�
<br /> AND A COPY; REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY �''% �\ `� % �'' NOTES:
<br /> CONTRACTOR PRIOR TO REVIEW BY ENGINEER. _ %%%� �\'� ��� �' � % 10.03.17 Permit �
<br /> 6. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: � ��% �:'�, ���__ __ ;��' � ��
<br /> '��,� .�� 1. REFER TO CIVIL FOR LOCATION, GRADE, SLOPES, ETC.
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<br /> FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" `�;� �� �\�, �i'�� 2. PREPARE SUBGRADE AND BACKFILL WALLS PER
<br /> B. DESIGN CRITERIA FORMED SURFACES EXPOSED TO EARTH (I.E. WALLS BELOW GROUND) OR WEATHER � ���� ���Q �\ j% �'���� GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
<br /> 1. DESIGN LOADS (#6 B A R S O R L A R G E R) 2 �� �`.� \ �-
<br /> (#5 BARS OR SMALLER) 1-1/2° �� �\�� �� \����,_ - %��
<br /> ALLOWABLE SOIL PRESSURE** ............... 2500 PSF ����:`\, � �,�`__--_-_-___.---�--��
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<br /> LATERAL EARTH PRESSURE** ................ 35 PCF ACTIVE\75 PSF SURCHARGE\7H SEISMIC �. '�
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<br /> 300 PSF PASSIVE � �
<br /> 0.30 COEFFICIENT OF FRICTION � �'� '
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<br /> **SOILS REPORT REFERENCE: GEOTECHNICAL ENGINEERING REPORT '
<br /> PROPOSED DEVELOPMENT - 11229 19TH AVE SE EVERETT, WASHINGTON „� �
<br /> DATED SEPTEMIBER 2016 ��
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