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<br /> �OUNDATION PLAN �
<br /> SCALE: 1" = 3'-0'� �
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<br /> FOUNDATION AND WALL SPECIAL INSPECTION� �
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<br /> FOUNDATION AND WALL STRUCTURAL N4TES REFERENCED �
<br /> VERIFIGATION AND INSPEGTION CONTINUOUS PERIODIC STANDARD �gC REFERENCE �
<br /> 1. THESE FOUNDATION STRUCTURAL NOTES SHALL APPLY TO SHEEfS F1.�1 - F1.06. TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION Z
<br /> 2. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE. O
<br /> 3. FLOOR LIVE LOAD (L) = 60 PSF 1. INSPEGT REINFORCEMENT AND VERIFY ACI 318 CH2O, 25.2,
<br /> 4. DESIGN SNOW �oAD (S) = 20 PSF PLACEMENT X 25.3, 26.6.1-26.6.3 1908.4
<br /> 5. WIND DESIGN DATA: (;��''� Q� �V����� U
<br /> 5.1. BASIC WIND SPEED (3 SECOND GUST) = 90 MPH 5. VERIFY USE OF REQUIRED MIX DESIGN _ X ACI 318: �H. 19, 1904.1, 1904.2, 1908.2, 1908.3 ��v»��� F�� ������7'� Z
<br /> 5.2. RISK CATEGORY I 26.4.3, 26.4.4 �a��j�,-
<br /> 5.3. EXPOSURE CATEGORY = C '�� O
<br /> 6. SEtSMIC DESIGN DATA: 6. PRIOR TO CONCRETE PLACEMENT, �
<br /> 0 6.1. RISK CATEGORY i �
<br /> • 6.2 SEISMIC IMPORTANCE FACTOR = 1 FABRICATE SPECIMENS FOR STRENGTH ASTM C 172, ASTM � �
<br /> `'- 6.3. SS = 0.88g, S� = 0.30g TESTS, PERFORM SLUMP AND AIR CONTENT X - C31, ACI 318: 26.4, 1908.10
<br /> � 6,4. SITE CIASS D TESTS, AND DETERMINE THE 26.12 � � -�
<br /> � 6.5. SDS = 1.00g, SD� = 0.53g ���;,..,�.., ,,.�.,._...-��.- �
<br /> z 7EMPERATURE OF THE CONCRETE F �" R �. �� ; CA
<br /> 6.6. SEISMIC DESIGN CATEGORY D ���a� ;��,��,#��`�,�,��., �_.���.- f-
<br /> � 6.7. CANTILEVER COLUMN SYSTEM ��. � - --'---- � ��'�=� �
<br /> 0 6.8, BASE SHEAR = 5 KIPS r �� � �� � } � -I� w
<br /> � 7. INSPECT CONCRETE AND SHOTCRETE ��� '��j//� � f � .����� 0
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<br /> � 6.9. SEISMIC RESPONSE COEFFICIENT, CS = .�3 PLACEMENT FOR PROPER APPLICATION X - ACI 318: 26.5 1908.6, 1908.7, 1908.8 � - - - �=����
<br /> 6.1 Q. RESPONSE MODIFICATION FACTOR, R = 1.25 ' ����t� � ���� o N � �
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<br /> � 6.11. AL�OWABLE STRESS DESIGN (ASD) ANALYSIS PROCEDURE USEQ TECMNIQUES � � W C�
<br /> � �x��?��:�_�_ __--< .< �s�r�si�.�rs
<br /> 8. VERIFY MAINTENANCE OF SPECIFIED !�'v`�:�< �'°{'�� � (.-z
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<br /> � 7. AI.LOWABLE BEARING PRESSllRE = 2 KSF. REFER TO THE GEOTEGHNICAL REPORT BY GEOENGINEERS, - X ACI 318: 26.5.3 - 26.5.5 1908•9 ��__�_^ _ j � C� J z'Q
<br /> o CURING TEMPERATURE AND TECHNIQUES t��,,�� ___ _ y„�
<br /> r DATED APRIL 2017, FOR GEOTECHNICAL DESIGN INFORMATION. , (� „ ,{ 1� < < �� r> rs
<br /> i- 8. SPECIAL INSPECTIONS: THE CONTRACTING AGENCY OR AGENCY'S REPRESENTATIVE SHALL BE ON-SITE TO 12. WSPEGT FORMWORK FOR SHAPE, ��3t� � Z �Z
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<br /> o CONDUCT THE INSPECTIONS SHOWN ON THIS SHEEf, AT A MINIMUM. THE CONTRACTOR SHALL NOTIFY THE ��'`'``� � ���13 �
<br /> C O N T R A C T I N G A G E N C Y S U F F I C I E N T L Y A H E A D O F T I M E I N O R D E R F Q R P E R S O N N E L T O B E O N S I T E P R I O R T O LOCATION, AND DIMENSIONS OF THE - - ACI 318: 26.11.1.2(B) _ _ ^� ',' � , ` �" ;' ;' � �r,� � G��
<br /> � THE WORK. �:�.� r c� � ,�,��,� ;��s .�:�� �
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<br /> CONCRETE MEMBER BEING FORMED. ��� '; ' � � i�����3y�� o� W Q
<br /> 3 9. C L E A R C O V E R T O R E I N F O R C I N G S T E E L S H A L L B E A S F O L L O W S: ' '"`"�� �' � �J�y�r�l,�;��aHn�
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<br /> � 9.1. FOR MATS QF REINFORCEMENT NEAREST FACE OF CONCRETE THAT IS CAST AGAINST EARTH = 3 TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS � _ _..� ._.�_�_�--�x-� .�-�-� � Q z
<br /> o INCHES � � Q
<br /> 9.2. 2 INCHES AT ALL OTHER LOCATIONS. 1. C O N F I R M A T I O N O F B E A R I N G C A P A C I T Y
<br /> � 10. NO LAP SPLICES OF REINFORGING STEEL ALLOWEQ IN SPREAD FOOTINGS. MINIMUM IAP SPLICE FOR - X - - � ��
<br /> i O F S O I L S P R I O R T O P L A C I N G C O N C R E T E Q
<br /> o W4XW4 6X6 WELDED WIRE FABRIC IN THE REINFORCED SLAB ON GRADE SHALL BE 12 INCHES. �` ��
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<br /> � 2. VERIFY EXCAVATIONS ARE EXTENDED TO O � W�
<br /> � PROPER DEPTH AND HAVE REACHED - X 16-120692 LDA V =O
<br /> 'o PROPER MATERIAL � �
<br /> Y Snohomish County Planning &
<br /> 3. PERFORM CLASSIFICATION AND TESTING _ X _ _ D@V@�O�?I11G►1 f SeC'V/CGS , �
<br /> o OF GOMPACTED FILL MATERIALS APPROVED FOR CONSTRUCTION
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<br /> �� FOUNDATION NOTES B :
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<br /> A ICONIC MARKER FOUNDATION, SEE SHEET F1.04. 4. VERIFY USE OF PROPER MATERIALS, R/UU Permit No. HanmiGlobal Partner
<br /> � DENSITIES AND LIFT THICKNESSES DURING
<br /> N B SHELTER COLUMN FOUNDATION, SEE SHEEI� F1.04. x - - - Date: 11241 Willows Road NE
<br /> . PLACEMENT AND COMPACTIQN OF
<br /> � COMPACTED FILL. Suite 200
<br /> `- C WINDSCREEN SPREAD FOOTINGS, SEE SHEEf F1.04. Redmond, flashington 98Q52
<br /> � Phone: (425) 822-4446
<br /> � D PEDESTRIAN RAILING STRIP FOOTING, STATION PLATFORM - VERTICAL CURB DETAIL ON SHEET C6.01. FAX; (425) 827-9577
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<br /> "' 5. PRIOR TO PLACEMENT OF COMPACTED
<br /> � FILL, INSPECT SUBGRADE AND VERIFY THAT - X - _ Project No.
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<br /> SITE HAS BEEN PROPERLY PREPARED.
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