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<br />GENERAL :(I?I.ILT;JI<AI IdUIFS;
<br />(FOR SUBSTATION CONCRETE SLAB ON SHEET C2.9
<br />1. THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT COMPLETE FOR CONSTRUCTION PURPOSES.
<br />CONTRACTOR SMALL VERIFY INFORMATION GIVEN HERE WITH SPECIFICATIONS AND OTHER DOCUMENTS
<br />AND BRING ANY CONFLICTS TO THE ATTENTION OF THE PORT BEFORE BEGINNING AFFECTED WORK,
<br />THE ENGINEER WILL RESOLVE ANY SUCH CONFLICT.
<br />2. ALL DIMENSIONS AND DETAILS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION AND
<br />CONSTRUCTION.
<br />1 ALL SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL SHALL BE SUBMITTED TO, AND
<br />REVIEWED BY, THE ENGINEER PRIOR TO FABRICATION.
<br />49 VERTICAL DATUM: SEE SHEET G3,10
<br />5. THE FOLLOWING REFERENCE DOCUMENTS WERE UTILIZED IN THE DEVELOPMENT OF THESE DRAWINGS:
<br />A. GEOTECHNICAL ENGINEERING DESIGN STUDY, PORT OF EVERETT — SOUTH TERMINAL WHARF AND
<br />ELECTRICAL UPGRADES — PHASE 2, EVERETT, WA BY HART CROWSER, DATED DECEMBER 6, 201I
<br />CODES AND
<br />1, STRUCTURAL
<br />STANDARDS:
<br />A. ALL METHODS AND MATERIALS SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE, 2015
<br />EDITION, AS AMENDED AND ADOPTED BY THE CITY OF EVERETT.
<br />B. REINFORCED CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301
<br />99SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 318 "BUILDING CODE REQUIREMENTS FOR
<br />STRUCTURAL CONCRETE".
<br />f' i.�,.... T
<br />1. REINFORCING STEEL
<br />A. ALL REINFORCING STEEL SHALL BE DEFORMED STEEL BARS CONFORMING TO ASTM A615 -ORAL E
<br />60, EXCEPT AS NOTED,
<br />B. LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. DEFORMED BAR LAP SPLICES SHALL
<br />CONFORM TO THE FOLLOWING, UNLESS OTHERWISE SHOWN,
<br />BAR SIZE
<br />f'c 4000 PSI
<br />TOP BARS
<br />OTHER BARS
<br />#
<br />29G894
<br />29-1 99
<br />5
<br />S-94
<br />29m 79i
<br />0
<br />4)4
<br />39 -199
<br />7
<br />5'_ 10"
<br />4901399
<br />#8
<br />6 Al)
<br />59G 299
<br />9
<br />-
<br />7 _799
<br />-.
<br />5-1091
<br />1 0
<br />81-6 9
<br />-. 69-799
<br />11
<br />9- 99
<br />79_Y99
<br />NOTES:
<br />1 o LENGTHS ARE BASED ON CLASS, , 99B989 CASE 1
<br />SPLICES (MAX OF 50% OF BARS SPLICED AT ONE
<br />LOCATION.
<br />2a TOP BARS ARE DEFINED AS ANY HORIZONTAL BAR
<br />PLACED SUCH THAT MORE THAN 12" OF FRESH
<br />CONCRETE IS CAST IN THE MEMBER BELOW THE
<br />BAR IN ANY SINGLE POUR,
<br />3. STAGGER ALL LAP SPLICES IN ADJACENT BARS BY
<br />ONE LAP LENGTH +1'-0" MINIMUM.
<br />4, NO MORE THAN 50% OF THE REINFORCING BARS
<br />IN ANY LAYER SHALL BE SPLICED AT ONE
<br />LOCATION. .
<br />Ca MECHANICAL SPLICES SHALL DEVELOP AT LEAST 125 PERCENT OF THE YIELD STRENGTH OF THE
<br />BAR IN TENSION.
<br />D. REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE PROJECT SPECIFICATIONS AND THE
<br />CRSI "MANUAL OF STANDARD PRACTICE, 99(MSP)o REINFORCING STEEL SHALL BE DETAILED IN
<br />ACCORDANCE WITH' ACI DETAILING MANUAL,89 ACI SP-66o
<br />16015th Avenue, Suite 1300
<br />Seattle, Washington 10!
<br />(206) 382-0600 Fax (206) 382-0500
<br />PROJECT NO. 1600120
<br />2. CAST —IN --PLACE CONCRETE MINIMUM COMPRESSIVE
<br />STRENGTH AT 28 DAYS
<br />k CAST —IN —PLACE CONCRETE FOUNDATION 4,500 PSI
<br />3, ALL EXPOSED CORNERS SHALL. BE CHAMFERED 3/4 IN.
<br />4, CONCRETE MIX SHALL HAVE A MAXIMUM WATER CEMENT RATIO OF 0.4O UNLESS NOTED OTHERWISE.
<br />SEE SPECIFICATIONS.
<br />5. ALL CONCRETE SHALL BE AIR ENTRAINED AS REQUIRED BY ACI 318 FOR THE NOMINAL MAXIMUM
<br />AGGREGATE SIZE USED AND THE EXPOSURE CLASSIFICATION BELOW.
<br />6e CONCRETE MIX SHALL BE SELECTED IN CONSIDERATION OF THE FOLLOWING EXPOSURE CATEGORIES IN
<br />ACCORDANCE WITH ACI 31 o. F2, SO, WO, Cl,
<br />SPECIAL INSPECTION SCHEDULE
<br />ESTABLISHED PER 2015 IBC SECTION 109 & CHAPTER 17
<br />ITEM
<br />CONTINUOUS
<br />PERIODIC
<br />COMMENTS
<br />INSPECTION
<br />INSPECTION
<br />Soils--
<br />Cradinay excavation & fill
<br />By Ceotechoical enineer
<br />Final foundation Preparation
<br />-y
<br />Ceotechnical engineer
<br />Concrete
<br />-
<br />�ei�sfor�in lacernent
<br />X
<br />Reinforcing w Ic g
<br />X
<br />Reinforcing oouPling -
<br />X
<br />X
<br />Ref. note 4
<br />Anchor bolts & inserts
<br />- X
<br />-Preparation of teat 8 ecie ens
<br />X
<br />Concrete placement
<br />X
<br />Adhesive anchor placement I
<br />X
<br />I Ref. note 5
<br />Expansion anchor placement
<br />X
<br />Rif. note 5
<br />NOTES:INSPECTION SCHEDULE
<br />1 o THE ITEMS CHECKED WITH AN 99X99 SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY
<br />A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY, FOR MATERIAL SAMPLING
<br />AND TESTING REQUIREMENTS, REFER TO PROJECT SPECIFICATIONS, THE STRUCTURAL NOTES AND
<br />THE NOTES BELOW. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND
<br />INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING
<br />OFFICIAL, ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY
<br />BE BROUGHT 'TO THE ATTENTION OF THE ARCHITECT. SPECIAL INSPECTION TESTING REQUIREMENTS
<br />APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. INSPECTION AND TESTING REQUIREMENTS
<br />FOR SYSTEMS DESIGNED BY OTHERS SHALL BE DEFINED BY THE REGISTERED DESIGN
<br />PROFESSIONAL RESPONSIBLE FOR THEIR DESIGN, EXCEPT THAT THE INSPECTION REQUIREMENTS
<br />SHALL NOT BE LESS THAN SPECIFIED IN .THIS SCHEDULE.
<br />2. PROVIDE SPECIAL INSPECTION PER SECTION 1704 OF THE INTERNATIONAL BUILDING CODE AS
<br />AMENDED AND ADOPTED BY THE CITY OF TACOMA. THE SPECIAL INSPECTION AGENCY( AND THE
<br />SPECIAL INSPECTORS SHALL &E CERTIFIED THROUGH TIME WASHINGTON ASSOCIATION OF BUILDING
<br />OFFICIALS (WABO) CERTIFICATION PROGRAM FOR THE INSPECTIONS TO BE PERFORMED, THE SPECIAL
<br />INSPECTION AGENCY WILL BE MIRED BY AND AT THE EXPENSE OF THE OWNER AND WILL BE
<br />RESPONSIBLE TO THE BUILDING OFFICIAL FOR THE AREAS OF SPECIAL INSPECTION APPLICABLE TO
<br />THE PROJECT.
<br />3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL
<br />TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (IBC 1702). PERIODIC SPECIAL
<br />INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO
<br />CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE.
<br />4, CONTINUOUS INSPECTION IS REQUIRED FOR INSTALLATION OF COUPLERS. PERIODIC INSPECTION MAY
<br />BE USED FOR VERIFICATION 01. COUPLER MATERIALS.
<br />5, INSPECTION OF DRILLED CONCRETE ANCHORS, INCLUDING UNDERCUT, EXPANSION AND ADHESIVE
<br />GROUTED ANCHORS, SHALL INCLUDE VISUAL VERIFICATION ANCHOR TYPE AND DIMENSIONS, OF
<br />DRILLED HOLE DEPTH, SPACING, EDGE DISTANCES, HOLE CLEANING, ANCHOR EMBEDMENT AND
<br />TIGHTENING TORQUED FOR GROUTED ANCHORS, GROUT INSTALLATION SHALL BE OBSERVED AND
<br />GROUT PRODUCT SPECIFICATION AND PREPARATION SHALL BE VERIFIED,
<br />PROJECT ENGINEER:
<br />SCALE:
<br />AS SHOWN
<br />DATE:
<br />12/08/2017
<br />CHECKED BY:
<br />No WATSON
<br />IF SHEET IS LESS THAN 22X34
<br />REDUCE SCALE ACCORDINGLY
<br />
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