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<br /> Permit#: B1701-0Z1, 61701�OZZ
<br /> Site Address: 7505 SEAWAY BLVD
<br /> Owner: PU�LIC UTILITY DIST 15N0 CO
<br /> Tenant: SEAWAY TRANSIT CENTER
<br /> , App. Date: 1j18/2017 .
<br /> ����Y ���� Proposed Use: SWIFf BUS SHELTER � '
<br /> FACE OF CUF2B +
<br /> Description: SWIFT BUS SHELTER SOUTH (68),NORTFI(B9j `
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<br /> NORTHI�JG 342471.18 C;I�� �� �V������ .
<br /> EASTING 1290580.81 ��rj���/�f�� ��� �����`�°
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<br /> � � � � � ��°�� �I REFERE�ICEC� �
<br /> VERIFICATIt�N AN� INSP�CTION CUNTINUOUS P�RIODIC IBC R�F'�FZEIVC�
<br /> SCALE; 1" = 3'-0" STANDARD
<br /> TA�LE 1705.3 ��C�UIf��D SP�CIAL IN�PECTIONS AND �'�STS CJ� CC�NCR�T'� CON�TRUC�ION : .
<br /> 1. INSP�CT R�!(dF�R��IVI�NT A�1D VERIFY ACI 318 CH2Q, 25.�,
<br /> PL.ACEM�NT r X 25.3, 26.6.1-26.6.3 190�.�
<br /> r ACI318: CH. 19, � �
<br /> 5. VERIFY US� CJF R�.QUIRED MIX DESIGN X 26.4.3, 26.4.4 �'��`�•1, 19Q�.2, �908.2, 190�.3 ,
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<br /> 6. PRIOR TO C(�NCR�T� PLAC�MENT,
<br /> 1. THESE FOUNDATION STRUCTURAL N4TES SHALL APPLY TO SHEETS �1.01 -- F1.Q5. FABRICATE SPECIMENS F�� ��R�NG�H ASTM C 172, AST'M - .
<br /> � 2. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE 4YITH THE 2015 INl'ERNATIONAL �UILDING CODE. TESTS, �'��t�ORM SLUMP AN� AIR CONT�NT Y. - C31, AC) 318: 26.4,
<br /> " 3. FL.00R LIVE LOAl7 (L} = 60 PSF TESTS, AND (�ET�aMINE T'HE 26.12 ���8.10 �
<br /> `` 4. DESIGN SNOW LOAD (S} � 25 PSF
<br /> TEIVIPERAT'URE OF TH� CONCRETE � �
<br /> � 5. WIND DESIGN DATA:
<br /> a �.1. �ASIC WIND SPEED (3 SECOND GUST) = 90 MPH L�J
<br /> Z 5.2. RISK CATEGORY I 7. �NSP�CT CONCRETE AND SHOTCRETE �
<br /> 0 5.3. EXPOSURE CATEGORY = C PLACEMENT �OR PRUPER APF'I�ICATiON X - ACt 318: 26.5 �908.6, 1908.7, 1908.� �°�` � .
<br /> � 6. SEISMIC DESIGN DATA: TECHNIC�U�S �� '
<br /> J 6.1. RISK CAl'EGORY I
<br /> � 6.2. SEISMIG IMPORTANCE FACTOR = 1 8. VERIFY MAINTENANGE OF SPECIFIEd I-� . �
<br /> � 6.3. SS = 1.384g, S� = 0.543g CURING TEMPEFtATURE AND TECHNIQUES - X ACI 318: 26.5.3 - �6.5.5 1908.9 ��
<br /> � 6.4. SITE CIASS D .:
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<br /> 0 6.5. Sf� = 0,923g, SD� = 0.543 "12. 1NSP�CT FOf�MWI'�(�K �C)R SHAPE, �
<br /> � 6.6. SEf5Ml� DE51GN CATEGORY D L4CATICJN, AND �INI�NSIt�NS t7�' TH� - - ACI 31$: 26.11.1.2(B) - ��
<br /> t 6.7. CANl`ILEYER COLUMN SYSTEM CONCRETE MEMBEF2 B�ING F�FZMED.
<br /> 0 6.�. BASE SHEAR = 5 KIPS p �..
<br /> � 6.9. SEISMIC RESPONSE COEFFICIENT, C5 = .53 � .
<br /> i 6.10. RESPONS� MODIFICA710N FACTOR, R = 1.25 TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS ��
<br /> N 6.11. ALLOWA�LE S`I'RESS DESIGN (ASD) ANALYSIS F'ROCEDURE USED �(�
<br /> � 6.12. 1. CONFlRMAT14N OF g�ARIN� �APACI�'Y
<br /> �� 7. ALLOWABLE ��+RING PRESSURE = 3 KSF W - X - - (�� •
<br /> OF SUILS PRIOI� TO PLACING CONCR�7E
<br /> � 8. SPEC(AL INS{'EC`�IONS: 1'HE CON7RAC71NG AGENCY OR AGENCY'S ��PR��ENTATIVE SHALL �� ON SI7E TO � L1_1�
<br /> � CON[7UCT THE INSF'ECTIONS SHUWN ON THIS SHEET, AT A MINIMUM. THE CONTF�AC70R SHALL NOTIFY THE �. VERIFY �XCAVATIONS AI�� EXTEND�LI TCJ ��
<br /> Q CONTI�ACTING AGENCY SUF'FICIENTLY AHEAD 0�' TIME IN ORt7ER FOR f'ERSONNEL TO BE UN SCTE PRIOR 70 ��
<br /> Q �H� WORK, PROPER DEPTH AND HAVE REACHED - X - - �� .
<br /> � 9. CLEAR COVER TO REINFORCING STEEL SHALL BE AS �'OLLOWS: PROPER MATERlAL
<br /> , 9.1. FOR MA75 OF REINFORC�MENT NEAREST �ACE OF' CONCREfE 1'HAT IS CAST AGAINST E'ARTH = 3 U��
<br /> �; INCHES
<br /> 9.2. 2 lNCHES AT ALL OTHE�2 Lc�CA710N5. 3, pEF�FORM CLASSlFICATI(7N AND T�STING
<br /> � 10. N(7 LAP SPLICES dF RElN�ORCING ST'EEL ALLOWED IN SPF2EAD FOC?TINGS. MINIMUM LAI' SF'L10E FOi� _ x _.. � .
<br /> �, W4XVY4 6X6 WELDED WIRE FABRIC IN THE R�INFO�CED SLAB ON GF7AD� SHALL BE 12 INCHES. OF COMPACTEC7 FILL MATERIALS
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<br /> 4. V�RIFY US� O� PROF'�R MAT�RIA��, .
<br /> Q DENSITiES ANC LIFT THICKNESSES DURING ti�nmNGlobal P�artner- '
<br /> o � � PLACEM�NT AND Ct3MPACTIt�N OF X � � � 11241 Willovrs Road NE
<br /> `�' C(JMPACTEC� FILL. Redmo du�tashington 98052 � .
<br /> A ICONIC MARKER FOUNDA710N, SEE SHEET F1.05. Phone: (425) 822-4446
<br /> � � FAX: (425) 827-9577
<br /> o � SHELTER COLUMN FOUNDATION, SEE SH�E7 F1.05. www.otak.cam
<br /> N C WINDSCREEN SPREAD FOQTINGS, SEE SHEET F1.05. 32130T
<br /> 5. PRIOR TC) PLACEM�NT OF COM�'ACTED Pro ect Na.
<br /> ,,� SEE SHEEI" BSP1 FOR PLATFORM LIMITS FILL, WSPECT SU�GRADE AND V�RIFY THAT - X --- - �
<br /> � �ITE HAS BEEt� PR4PERLY PR�PAI�ED. � • � �
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<br /> o Drawing No. � ,
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<br /> Sheet 1
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