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<br />STRUCTURAL NOTES
<br />1.0 GENERAL NOTES
<br />THESE STRUCTURAL NOTES SUPPLEMENT THE DRAWINGS. ANY DISCREPANCY FOUND
<br />AMONG THE DRAWINGS. THESE NOTES, AND THE SITE CONDITIONS SHALL BE
<br />REPORTED TO THE ENGINEER WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.
<br />ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY
<br />SHALL BE DONE AT THE CONTRACTOR'S RISK THE CONTRACTOR SHALL VERIFY AND
<br />COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH
<br />ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING
<br />AND SHORING DURING CONSTRUCTION.
<br />1.1 SIODERS WARRANTY
<br />BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT, THE
<br />CONTRACTOR WARRANTS THAT:
<br />A THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS TO USE HAVE
<br />CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS AND STRUCTURAL NOTES
<br />AND HAVE FOUND THEM COMPLETE AND FREE FROM AMBIGUITIES AND SUFFICIENT
<br />FOR THE PURPOSE INTENDED; FURTHER THAT,
<br />B. THE CONTRACTOR HAS CAREFULLY EXAMINED THE SITE OF THE WORK AND THAT
<br />FROM HIS OWN INVESTIGATIONS, HE HAS SATISFIED HIMSELF AS TO THE NATURE
<br />AND LOCATION OF THE WORK, AS TO THE CHARACTER, QUALITY. QUANTITIES OF
<br />MATERIAL AND DIFFICULTIES TO BE ENCOUNTERED, AS TO THE EXTENT OF
<br />EQUIPMENT AND OTHER FACILITIES NEEDED FOR THE PERFORMANCE OF THE WORK
<br />AND AS TO THE GENERAL AND LOCAL CONDITIONS, AND OTHER I7EMS WHICH MAY IN
<br />ANY WAY AFFECT THE WORK OR ITS PERFORMANCE. FURTHER THAT.
<br />C. THE CONTRACTOR AND ALL WORKMEN HE INTENDS TO USE ARE SKILLED AND
<br />EXPERIENCED IN THE TYPE OF CONSTRUCTION REPRESENTED BY THE DRAWINGS
<br />AND DOCUMENTS BID UPON; FURTHER THAT.
<br />D. NEITHER THE CONTRACTOR NOR ANY OF HIS EMPLOYEES, AGENTS, INTENDED
<br />SUPPLIERS, OR SUBCONTRACTORS HAVE RELIED UPON ANY VERBAL
<br />REPRESENTATIONS ALLEGEDLY AUTHORIZED OR UNAUTHORIZED FROM THE OWNER
<br />OR HIS EMPLOYEES OR AGENTS, INCLUDING THE ARCHITECT OR ENGINEERS, IN
<br />ASSEMBLING THE BIO FIGURES; FURTHER THAT,
<br />E. THE BID FIGURE IS BASED SOLELY UPON THE CONSTRUCTION CONTRACT
<br />DOCUMENTS AND PROPERLY ISSUED WRITTEN ADDENDA AND NOT UPON ANY
<br />/ 1.2 CODES
<br />A ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015
<br />1 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL
<br />BUILDING AUTHORITY.
<br />B. ALL REFERENCE TO OTHER CODES, ACI, ASTM ETC., SHALL BE FOR LATEST OR MOST
<br />CURRENT EDITION AVAILABLE
<br />1.3 UNIFO O - _ /
<br />WAS$ UVELOAD
<br />1.4 SOIL DATA "
<br />$01 DENSITY =120 PCF
<br />ALLOWABLE BEARING PRESSURE • 6000 PSF
<br />1 COEFFICIENT OF FRICTION - 0.50
<br />LATERAL ACTIVE EARTH PRESSURE - 35 PSF
<br />LATERAL AT -REST EARTH PRESSURE - 55 PCF
<br />PASSIVE EARTH PRESSURE - 300 PCF
<br />SEE SUBSURFACE EXPLORATION AND GEO TECHNICAL ENGINEERING REPORT BY
<br />ROBINSON NOBLE ENGINEERING. ALLOW 33.113% INCREASE FOR LOADS FROM WIND OR
<br />SEISMIC ORIGIN.
<br />1.6 SHOP DRAWINGS
<br />THE ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN (WENT ONLY.
<br />THE ENGINEER OF RECORD DOES NOT GUARANTEE DIMENSIONS AND QUANTITIES;
<br />THEREFORE, THE GENERAL CONTRACTOR MUST VERIFY THEM. DRAWINGS FOR
<br />COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVED BY THE
<br />COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD
<br />FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS
<br />RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT
<br />SPECROALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SUBMITA
<br />REPRODUCIBLE AND FIVE COPIES OF THE SHOP DRAWINGS TO THE ARCHITECT OR
<br />ENGINEER. THE REPRODUCIBLEWILL BE REVIEWED AND RETURNED. ALLOWIO
<br />WORKING DAYS FOR REVIEW. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE
<br />FOLLOWING:
<br />A REINFORCING STEEL
<br />SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO
<br />SUBMISSION AND REVIEW BY THE ENGINEER
<br />1.7 MISCELLANEOUS
<br />A. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD.
<br />B. VERIFY SIZE AND LOCATIONS OF ALL OPENINGS IN THE FLOORS, ROOF AND
<br />WALLS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.
<br />C. CONSTRUCTION DETAILS NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL
<br />FOLLOW SIMILAR DETAILS OF SECTIONS OF THIS PROJECT AS APPROVED BY THE
<br />ARCHITECTIENGINEER,
<br />2.0 SITE WORK
<br />7-1 EXCAVATION
<br />EXCAVATE FOOTINGS DOWN TO DEPTH ON DRAWINGS OR TO FIRM UNDISTURBED
<br />MATERIAL. AREAS OVER -EXCAVATED SHALL BE SACKFILLED WITH LEAN CONCRETE
<br />(F'.-2DDD PSI), AND SHALL BE AT THE CONTRACTORS EXPENSE EXERCISE EXTREME
<br />CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS AND OTHER
<br />CONCEALED ITEMS. UPON DISCOVERY. DO NOT PROCEED WITH WORK UNTIL
<br />RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. PROVIDE DRAINAGE AS
<br />NECESSARY TO AVOID WATER SOFTENED SUBGRADEB.
<br />2.2 BACKFILL AND COMPACTION
<br />BACKFILL AGAINST WALLS SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL
<br />FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR
<br />CORROSION, USE ONLY MATERIALS APPROVED FOR BACKFI-L. IN AREAS UNDER
<br />SLABS OR FOOTINGS, MATERIAL OTHER THAN PEA GRAVEL SHOULD BE GRANULAR IN
<br />NATURE, PLACED IN S INCH LIFTS AND COMPACTED TO AT LEAST 95%OF ITS MAXIMUM
<br />DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST PROCEDURE T-160. THE
<br />FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. PEA GRAVEL- FILL WHERE
<br />SPECIFIED ON DRAWING$ SHALL HAVE A MAXIMUM PARTICLE SIZE OF 31W DIAMETER.
<br />0,
<br />3.0 STRUCTURAL CONCRETE
<br />3.1 GENERAL
<br />ALL CONCRETE SHALL MEET REQUIREMENTS FOR'ULTIMATE STRENGTH TYPE
<br />CONCRETE". PER ACI-301. AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
<br />BUILDINGS". PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MM SHALL BE
<br />BY METHOD 2 OR THE ALTERNATE PROCEDURE (306) FOR WINTER CONCRETING AND
<br />AC1405 (305) FOR HOT WEATHER CONCRETING. USE INTERIOR MECHANICAL
<br />VIBRATORS WITH 7ODD-RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE
<br />SHALL BE PLACED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS.
<br />PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING EXCESSIVE
<br />HOT OR COLD TEMPERATURE FOR SEVEN DAYS AFTER POURING. PROVIDE
<br />ARCHITECTIENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT
<br />LOCATIONS FOR THEIR APPROVAL. 3.2 STRENGTH
<br />TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE:
<br />PSI SLUMP
<br />VERTICALLY FORMED WALLS 2500 3"+/-1"
<br />FOOTINGS 2500 4"+/-1"
<br />THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF ADMIXTURE OR
<br />ADMIXTURES IS ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY
<br />WITHOUT CHANGING THE WATER CONTENT OF THE ORKHNALAPPROVED MIX DESIGN.
<br />ADMIXTURES CONTAINING CHLORIDES ARE NOT PERMITTED UNLESS APPROVED BY
<br />THE ENGINEER.
<br />3.3 MATERIALS
<br />A CEMENT MUST CONFORM TO ASTM 150, TYPE 1 OR TYPE 141.
<br />0 COARSE AND FINE AGGREGATE TO CONFORM TO ASTM C33
<br />3.4 WATER REDUCING ADMIXTURES
<br />A WATER REDUCING ADMIXTURE: MUST CONFORM TO ASTM C494. ADMIXTURES
<br />SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH
<br />MANUFACTURER'S INSTRUCTIONS.
<br />S. SYNERGIZED PERFORMANCE SYSTEMS: CONCRETE USING ADMIXTURES TO
<br />PRODUCE FLOWABLE CONCRETE MAY BE USED WITH ENGINEER'S APPROVAL DESIGN
<br />SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.
<br />C. AIR ENTRAINMENT: CONFORMED TO ASTM C260 AND ASTM C494, ENTRAIN 5%*1%
<br />BY VOLUME IN ALL EXPOSED CONCRETE.
<br />0. NO OTHER ADMIXTURES PERMITTED UNLESS APPROVED BY THE ENGINEER
<br />5 REINFORCING STEEL
<br />A DEFORMED BAR REINFORCEMENT: ASTM A-615-GR 60
<br />e. WELDED DEFORMED BAR REINFORCEMENT: ASTM A706 OR 60 OR ASTM AS15 GR
<br />40
<br />C. WELDED WIRE FABRIC: ASTM A-185 & ASTM A-2
<br />D. DEFORMED BAR ANCHORS: ASTMA-496
<br />NAIL, FABRICATE, AND PLACE PER ACI-316 ANDACM318. SUPPORT REINFORCEMENT
<br />WITH APPROVED CHAIRS. SPACERS, OR TIES.
<br />3.8 FORMWORKANO SHORING
<br />0. FOLLOW RECOMMENDED PRACTICES FOR CONCRETE FORMWORK(ACI-347).
<br />B. ALL SHORING $HALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMWORK
<br />SUP ORT5 AND SHORING SHALL BE DESIGNED TO PROVIDE FINISHED CONCRETE
<br />SU AT ALL FACES LEVEL, PLUMS AND TRUE TO THE DIMENSIONS AND
<br />I N C O R P O RA2'8D
<br />STRUCTURAL & CIVIL
<br />ENGINEERS
<br />1235 EAST 4TH AVE.
<br />SUITE 101
<br />OLYMPIA, WA 98506
<br />T (360) 754-9339
<br />F (360) 352-2044
<br />www.mc2-inc.com
<br />to
<br />a
<br />CONC TE COVER ON REINFORCING (UNLESS SHOWN OTHERWISE)
<br />80T M OF FOOTINGS 3'
<br />MEO EARTH FACE & SLAB ON GRADE 2"
<br />&7 CONSTRUCTION JOINTS
<br />UNLESS NOTED OTHERWISE, LOCATION OF THE CONSTRUCTION OR CONTROL JOINTS IN
<br />SLAB ON GRADE SHALL BE COLUMN GRIDS OR UNDER PERMANENT PARTITIONS AMID
<br />SHALL NOT EXCEED W EACH WAY.
<br />&0 METALS
<br />&1 WELDING
<br />A ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING
<br />CODE", AWS D1.1.
<br />S. ALL WELDING SHALL BE BY CERTIFIED WELDERS, USING E70 ELECTRODES.
<br />C. NO WELDING OF REINFORCING STEEL SHALL BE ALLOWED EXCEPT WHERE
<br />O
<br />0
<br />SHOWN. ALL WELDING OF REINFORCEMENT SHALL BE PER AWS 012.1
<br />,
<br />'
<br />S.2 STRUCTURAL STEEL
<br />A ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE MSC,
<br />"MANUAL OF STEEL CONSTRUCTION:, LATEST EDITION.
<br />v V
<br />B. STEEL SHAPES AND PLATES SHALL BE ASTM A-992( Fy - 50 KSI)
<br />C. BOLTS SHALL BE ASTM A325N.
<br />D. METAL PROTECTION: ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS
<br />NOTED SHALL BE GALVANIZED PER ASTM A-123 WITH 1.25 OZ. OF ZINC SPELTER PER
<br />SQUARE FOOT OF SURFACE AREA ALL OTHER STEEL SURFACES TO BE SHOP
<br />PAINTED AFTER FABRICATION.
<br />RE
<br />CLH
<br />MS
<br />09-27-18
<br />18502
<br />S1.0
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