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Permit#: B1810-035 `
<br /> Site Address: 1052119TH AVE SE I •
<br /> Owner: SILVER PLAZA LLLP
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<br /> �_ 3 Tenant: [TenName]
<br /> App. Date: 10/24/2018
<br /> oc r Proposed Use:
<br /> 3 ' � Description: BUILD 45'X 3' LINEAR SAND FILTER VAULT
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<br /> STRUCTURAL NOTES 3.0 STRUCTURAL CONCRETE ter,fl,t der v'c( 7. Reviewed By: Y Date: �� ��'
<br /> I
<br /> 1.0 GENERAL NOTES 3.1 GENERAL Office Set Job Si Set Fire/Planning Set
<br /> THESE STRUCTURAL NOTES SUPPLEMENT THE DRAWINGS. ANY DISCREPANCY FOUND ALL CONCRETE SHALL MEET REQUIREMENTS FOR"ULTIMATE STRENGTH TYPE
<br /> AMONG THE DRAWINGS,THESE NOTES,AND THE SITE CONDITIONS SHALL BE CONCRETE",PER ACI-301,AND"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
<br /> Co> . . REPORTED TO THE ENGINEER,WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. BUILDINGS". PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX,SHALL BE
<br /> ,r ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY BY METHOD 2 OR THE ALTERNATE PROCEDURE(306) FOR WINTER CONCRETING AND MC SQUARED
<br /> -� ., „' �' r SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND ACI-605(305)FOR HOT WEATHER CONCRETING. USE INTERIOR MECHANICAL
<br /> "k„ COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH VIBRATORS WITH 7000-RPM MINIMUM FREQUENCY. DO NOT OVER-VIBRATE. CONCRETE I rr c o i . p o R.A-r E D
<br /> >r
<br /> ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING SHALL BE PLACED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS.
<br /> 7 AND SHORING DURING CONSTRUCTION. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING EXCESSIVE
<br /> "" .,, , HOT OR COLD TEMPERATURE FOR SEVEN DAYS AFTER POURING. PROVIDE STRUCTURAL& CIVIL
<br /> 1.1 BIDDERS WARRANTY
<br /> ARCHITECT/ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT ENGINEERS
<br /> LOCATIONS FOR THEIR APPROVAL.3.2 STRENGTH
<br /> BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT,THE 1235 EAST 4TH AVE.
<br /> CONTRACTOR WARRANTS THAT: TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE:
<br /> A. THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS TO USE HAVE VERTICALLY FORMED WALLS 2500 3"PSI +/- 1 SUITE 101
<br /> CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS AND STRUCTURAL NOTES FOOTINGS 2500 4"+/- 1" OLYMPIA, WA 98506
<br /> AND HAVE FOUND THEM COMPLETE AND FREE FROM AMBIGUITIES AND SUFFICIENT
<br /> FOR THE PURPOSE INTENDED; FURTHER THAT, THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF ADMIXTURE OR T (360) 754-9339
<br /> ADMIXTURES IS ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY
<br /> B. THE CONTRACTOR HAS CAREFULLY EXAMINED THE SITE OF THE WORK AND THAT WITHOUT CHANGING THE WATER CONTENT OF THE ORIGINAL APPROVED MIX DESIGN. F (36O) 3S2-2O44
<br /> FROM HIS OWN INVESTIGATIONS, HE HAS SATISFIED HIMSELF AS TO THE NATURE ADMIXTURES CONTAINING CHLORIDES ARE NOT PERMITTED UNLESS APPROVED BY
<br /> AND LOCATION OF THE WORK,AS TO THE CHARACTER, QUALITY, QUANTITIES OF THE ENGINEER.
<br /> MATERIAL AND DIFFICULTIES TO BE ENCOUNTERED,AS TO THE EXTENT OF WWW.mc2-inc.COffi
<br /> EQUIPMENT AND OTHER FACILITIES NEEDED FOR THE PERFORMANCE OF THE WORK 3.3 MATERIALS
<br /> AND AS TO THE GENERAL AND LOCAL CONDITIONS,AND OTHER ITEMS WHICH MAY IN
<br /> ANY WAY AFFECT THE WORK OR ITS PERFORMANCE, FURTHER THAT, A. CEMENT MUST CONFORM TO ASTM 150,TYPE I OR TYPE I-II.
<br /> C. THE CONTRACTOR AND ALL WORKMEN HE INTENDS TO USE ARE SKILLED AND B. COARSE AND FINE AGGREGATE TO CONFORM TO ASTM C33
<br /> EXPERIENCED IN THE TYPE OF CONSTRUCTION REPRESENTED BY THE DRAWINGS
<br /> AND DOCUMENTS BID UPON; FURTHER THAT, 3.4 WATER REDUCING ADMIXTURES Q
<br /> 0
<br /> D. NEITHER THE CONTRACTOR NOR ANY OF HIS EMPLOYEES,AGENTS, INTENDED A. WATER REDUCING ADMIXTURE: MUST CONFORM TO ASTM C494. ADMIXTURES
<br /> SUPPLIERS, OR SUBCONTRACTORS HAVE RELIED UPON ANY VERBAL SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH
<br /> REPRESENTATIONS ALLEGEDLY AUTHORIZED OR UNAUTHORIZED FROM THE OWNER MANUFACTURER'S INSTRUCTIONS.
<br /> OR HIS EMPLOYEES OR AGENTS, INCLUDING THE ARCHITECT OR ENGINEERS, IN
<br /> ASSEMBLING THE BID FIGURES; FURTHER THAT, B. SYNERGIZED PERFORMANCE SYSTEMS: CONCRETE USING ADMIXTURES TO
<br /> PRODUCE FLOWABLE CONCRETE MAY BE USED WITH ENGINEER'S APPROVAL. DESIGN
<br /> E. THE BID FIGURE IS BASED SOLELY UPON THE CONSTRUCTION CONTRACT SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.
<br /> DOCUMENTS AND PROPERLY ISSUED WRITTEN ADDENDA AND NOT UPON ANY
<br /> OTHER WRITTEN OR VERBAL REPRESENTATIONS. C. AIR ENTRAINMENT: CONFORMED TO ASTM C260 AND ASTM C494, ENTRAIN 5% ±1%
<br /> BY VOLUME IN ALL EXPOSED CONCRETE.
<br /> 1.2 CODES 2.p15 D. NO OTHER ADMIXTURES PERMITTED UNLESS APPROVED BY THE ENGINEER.
<br /> A. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2O*2
<br /> INTERNATIONAL BUILDING CODE(IBC)AS AMENDED AND ADOPTED BY THE LOCAL 3.5 REINFORCING STEEL
<br /> BUILDING AUTHORITY. z
<br /> A. DEFORMED BAR REINFORCEMENT: ASTM A-615-GR 60 0
<br /> B. ALL REFERENCE TO OTHER CODES,ACI, ASTM ETC.,SHALL BE FOR LATEST OR MOST in
<br /> CURRENT EDITION AVAILABLE. B. WELDED DEFORMED BAR REINFORCEMENT: ASTM A706 GR 60 OR ASTM A615 GR w
<br /> 40 cc ,
<br /> 1.3 UNIFORM LOADS:
<br /> C. WELDED WIRE FABRIC: ASTM A-185 &ASTM A-2 >
<br /> w
<br /> LOADS LIVE LOAD D. DEFORMED BAR ANCHORS:ASTM A-496
<br /> VAULT AASHTO HS25
<br /> VAULT 45K OUTRIGGER DETAIL, FABRICATE,AND PLACE PER ACI-315 AND ACI-318. SUPPORT REINFORCEMENT
<br /> WITH APPROVED CHAIRS, SPACERS, OR TIES.
<br /> 1.4 SOIL DATA
<br /> 3.6 FORMWORK AND SHORING
<br /> SOIL DENSITY=120 PCF A. FOLLOW RECOMMENDED PRACTICES FOR CONCRETE FORMWORK(ACI-347).
<br /> ALLOWABLE BEARING PRESSURE=6000 PSF
<br /> COEFFICIENT OF FRICTION =0.50 B. ALL SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMWORK
<br /> LATERAL ACTIVE EARTH PRESSURE=35 PSF SUPPORTS AND SHORING SHALL BE DESIGNED TO PROVIDE FINISHED CONCRETE
<br /> LATERAL AT-REST EARTH PRESSURE =55 PCF SURFACES AT ALL FACES LEVEL,PLUMB AND TRUE TO THE DIMENSIONS AND
<br /> PASSIVE EARTH PRESSURE=300 PCF ELEVATIONS SHOWN.
<br /> SEE SUBSURFACE EXPLORATION AND GEO TECHNICAL ENGINEERING REPORT BY CONCRETE COVER ON REINFORCING(UNLESS SHOWN OTHERWISE)
<br /> ROBINSON NOBLE ENGINEERING. ALLOW 33-1/3%INCREASE FOR LOADS FROM WIND OR
<br /> SEISMIC ORIGIN. BOTTOM OF FOOTINGS 3"
<br /> FORMED EARTH FACE&SLAB ON GRADE 2„
<br /> 1.5 INSPECTION
<br /> 3.7 CONSTRUCTION JOINTS
<br /> SPECIAL INSPECTION IS REQUIRED FOR ALL CONCRETE, FIELD WELDING, EPDXYING AND
<br /> HIGH STRENGTH BOLTING. UNLESS NOTED OTHERWISE,LOCATION OF THE CONSTRUCTION OR CONTROL JOINTS IN
<br /> SLAB ON GRADE SHALL BE COLUMN GRIDS OR UNDER PERMANENT PARTITIONS AND
<br /> 1.6 SHOP DRAWINGS SHALL NOT EXCEED 20'EACH WAY. Ct
<br /> THE ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. 5.0 METALS
<br /> THE ENGINEER OF RECORD DOES NOT GUARANTEE DIMENSIONS AND QUANTITIES; ;"-4
<br /> THEREFORE,THE GENERAL CONTRACTOR MUST VERIFY THEM. DRAWINGS FOR 5.1 WELDING
<br /> COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVED BY THE •.-q
<br /> COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD A. ALL WELDING SHALL BE IN ACCORDANCE WITH THE"STRUCTURAL WELDING 4.0
<br /> FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS CODE",AWS D1.1.
<br /> RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT
<br /> SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SUBMIT A B. ALL WELDING SHALL BE BY CERTIFIED WELDERS, USING E70 ELECTRODES. 4)
<br /> REPRODUCIBLE AND FIVE COPIES OF THE SHOP DRAWINGS TO THE ARCHITECT OR -F--a Ct
<br /> ENGINEER. THE REPRODUCIBLE WILL BE REVIEWED AND RETURNED. ALLOW 10 C. NO WELDING OF REINFORCING STEEL SHALL BE ALLOWED EXCEPT WHERE O CI)
<br /> WORKING DAYS FOR REVIEW. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE SHOWN. ALL WELDING OF REINFORCEMENT SHALL BE PER AWS D12.1 p
<br /> eu
<br /> FOLLOWING:
<br /> 5.2 STRUCTURAL STEEL ct Ct
<br /> A. REINFORCING STEEL A. ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE AISC, +� 4 ,
<br /> "MANUAL OF STEEL CONSTRUCTION:, LATEST EDITION. o •E-a
<br /> SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO U U 4•J
<br /> SUBMISSION AND REVIEW BY THE ENGINEER. 4) `-' y a
<br /> B. STEEL SHAPES AND PLATES SHALL BE ASTM A-992( Fy=50 KSI). +-, N > r-+ " X
<br /> 1.7 MISCELLANEOUS 4-4 �o o atj p, •
<br /> C. BOLTS SHALL BE ASTM A325N. to C/D a_ Ci) W
<br /> A. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD.
<br /> D. METAL PROTECTION: ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS
<br /> B. VERIFY SIZE AND LOCATIONS OF ALL OPENINGS IN THE FLOORS, ROOF AND NOTED SHALL BE GALVANIZED PER ASTM A-123 WITH 1.25 OZ. OF ZINC SPELTER PER Designed By
<br /> WALLS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. SQUARE FOOT OF SURFACE AREA. ALL OTHER STEEL SURFACES TO BE SHOP RE -
<br /> PAINTED AFTER FABRICATION. Drawn By
<br /> C. CONSTRUCTION DETAILS NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL CLH
<br /> FOLLOW SIMILAR DETAILS OF SECTIONS OF THIS PROJECT AS APPROVED BY THE
<br /> ARCHITECT/ENGINEER. Checked By MS
<br /> 2.0 SITE WORK Date
<br /> 09-27-18
<br /> 2.1 EXCAVATION EVER
<br /> EXCAVATE FOOTINGS DOWN TO DEPTH ON DRAWINGS OR TO FIRM UNDISTURBED CITY EVERETT
<br /> �t
<br /> MATERIAL. AREAS OVER-EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE REVIEWED FOR PERMIT
<br /> (F'.=2000 PSI),AND SHALL BE AT THE CONTRACTOR'S 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 E'- S 2
<br /> RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. PROVIDE DRAINAGE AS �,P of WASit 9.9
<br /> NECESSARY TO AVOID WATER SOFTENED SUBGRADES. V���w T,
<br /> 2.2 BACKFILL AND COMPACTION
<br /> BACKFILL AGAINST WALLS SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL s ft'
<br /> FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR ,ca �y,,2,�0:.0 a Q,
<br /> CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL. IN AREAS UNDER '"V,c S``o�tAL , c �
<br /> SLABS OR FOOTINGS, MATERIAL OTHER THAN PEA GRAVEL SHOULD BE GRANULAR IN S'ONAL -
<br /> NATURE, PLACED IN 6 INCH LIFTS AND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM 09-27-18
<br /> DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST PROCEDURE T-180. THE ,
<br /> FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. PEA GRAVEL FILL WHERE
<br /> SPECIFIED ON DRAWINGS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3/8"DIAMETER.
<br /> Project Number
<br /> 18502
<br /> Sheet Number
<br /> 51.0
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