1121 SE EVERETT MALL WAY EVERETT POLICE DEPT SOUTH PRECINCT 2023-02-06

G SOIL COMPACTION: THE CONTRACTOR SHALL COMPACT SOIL TO A MIN.95%OF THE N ADHESIVE-GROUTED ITEMS(THREADED RODS OR REINFORCED BAR)SPECIFIED ON THE SNO 911 1.0 GENERAL REQUIREMENTS MAXIMUM DRY DENSITY BASED ON ASTM TEST METHOD 01557. DRAWINGS SHALL BE INSTALLED USING HILT'HIT-RE 500 SD"ADHESIVE AS 10.0 APPLICABLE STANDARDS H GEOTECHNICAL: MANUFACTURED BY HILT. INSTALL IN STRICT ACCORDANCE WITH I.C.C.REPORT NO SCOPE: REFER TO SPECIFICATIONS FOR PROJECT SPECIFIC INFORMATION, ESR-2322. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A TA-222-G: STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS SNOHOMISH COUNTY REQUIREMENTS AND APPROVED MATERIALS NO GEOTECHNICAL REPORT WAS REQUIRED FOR THIS PROJECT.THE FOLLOWING PRESUMPTIVE A-307 UNLESS NOTED OTHERWISE. WHERE INSTAWNG ANCHORS INTO UNGROUTED GNU TA-222-H: STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES,ANTENNAS LOAD BEARING VALUES PER 2015 IBC,TABLE 1806.2 FOR CLASS 4 MATERIALS ARE ASSUMED: A J J A LIVE LOADS SNOW: CELLS(NEW OR EXISTING),THE ANCHOR SHALL BE INSTALLED WITH THE CORRECTION 911 A.ALLOWABLE BEARING PRESSURE: 2000 PSF AND SMALL WIND TURBINE SUPPORT STRUCTURES GROUND SNOW LOAD: 20 PSF B.ALLOWABLE PASSIVE EARTH PRESSURE 150 PCF SCREEN EDMUBE(PER MANUFACTURER'S RECOMMENDATIONS)TO MATCH THE ANCHOR SIZE 8 IBC: INTERNATIONAL BUILDING CODE,2015 AND 2018 EDITIONS. WIND: C.BASE COEFFICIENT OF FRICTION: 0.25 AND EMBEDMENT. BASIC WIND SPEED: V,•115 MPH,30 MPH WITH 1/2"ICE. THE RECOMMENDATIONS PROVIDEDIN THESE NOTES FOR THIS PROJECT MUST CONFORM TO 0 EXPANSION ANCHORS: EXPANSION ANCHORS SHALL BE INSTALLEDPER HILT C NC: INTERNATIONAL MECHANICAL CODE,2018 EDITION. 1121 SE EVERETT MALL WAY STRUCTURE CLASS III/RISK CATEGORY IV THESE SAME CONDITIONS. SPECIFICATIONS.INSTALL IN STRICT ACCORDANCE WITH I.C.C.REPORT NO.ESR-4266. SUITE 200 EXPOSURE"C" SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. 0 NEC NATIONAL ELECTRICAL CODE,2018 EDITION. EVERETT, TOPOGRAPHIC FACTOR IK„(MAX AT GROUND LEVEL)=1.0 P FOUNDATIONS ALL FOUNDATIONS SHALL BEAR ON STRUCTURAL FILL.ALL FOOTING E IFC: INTERNATIONAL FIRE CODE,2018 EDITION. 425.407.3911 98208 TOPOGRAPHIC FEATURE(FLAT OR ROWNG HILLS) EXCAVATIONS SHALL BE MANUALLY CLEANED PRIOR TO PLACING CONCRETE.COMPACT THE F ASTM: STANDARDS FOR BUILDING CODES,LATEST EDITION. CREST HEIGHT ABOVE SURROUNDING TERRAIN(NOT APPLICABLE) I EROSION IT IS NECESSARY TO OBTAIN PERMITS FOR ANY PROJECT THAT WILL STRUCTURAL FILL UNDER THE FOUNDATION TO 95%OF THE MODIFIED PROCTOR DENSITY. G ACI 301: AMERICAN CONCRETE INSTITUTE,SPECIFICATIONS FOR STRUCTURAL NOTE: THE MOST ONEROUS DESIGN CRITERIA REQUIRED BY THE 2015 AND 2018 FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED THE SIZE IS INCREASED 3 CONCRETE,LATEST EDITION. DISTURB THE SOIL AND JEOPARDIZE WATER QUALITY AND HABITAT. IN ORDER TO REMAIN EDITIONS OF THE INTERNATIONAL BUILDING CODE ARE SPECIFIED HEREINCHES AT EACH INTERFACE WITH THE SOIL CONTRACTOR SHALL PROVIDE DESIGN AND H Aq 318E AMERICAN CONCRETE INSTITUTE,BUILDING CODE REQUIREMENTS IN COMPLIANCE WITH PERMITS AND THEREFORE,JURISDICTION STANDARDS,THE FOLLOWING FLOOR: INSTALLATION OF ALL CRIBBING,SHEATHING,AND SHORING REQUIRED TO SAFELY RETAIN FOR STRUCTURAL CONCRETE,2014. EROSION CONTROL PRINCIPLES SHOULD BE FOLLOWED: SHELTER FLOOR LIVE LOAD=200 PSF 1. THE EARTH BANKS.BACKFILL NEAR AND AROUND THE FOUNDATIONS SHALL BE A WELL SEISMIC: PATTERNS.DESIGN PROJECTS TO FIT THE NATURAL TOPOGRAPHY,SOILS,AND DRAINAGE GRADED FILL MATERIAL PLACED IN 8"THICK LAYERS THAT HAS BEEN COMPACTED TO 90% I AG 315: AMERICAN CONCRETE INSTITUTE,DETAILS AND DETAIUNG OF CONCRETE DESIGN CATEGORY'D",SITE CLASS C. S,=1.36 S,=0.48 2.EMPHASIZE EROSION CONTROL RATHER THAN SEDIMENT CONTROL. OF THE MODIFIED PROCTOR DENSITY. REINFORCEMENT,LATEST EDITION. B LEGAL DESCRIPTION: SEE SHEET T-1 3.MINIMIZE THE EXTENT AND DURATION OF THE AREA EXPOSED. 0 REINFORCING STEEL: ALL REINFORCING STEEL TO BE GRADE 60 DEFORMED BILLET STEEL J AG 530.1: AMERICAN CONCRETE INSTITUTE,SPECIFICATION FOR MASONRY CONSTRUCTION,2013 4.KEEP RUNOFF VELOCITIES LOW. PER ASTM A615. ALL ANCHOR RODS,OTHER THAN FOR TOWER,TO BE ASTM F1554,GR.36 C DRAWINGS THE DRAWINGS ARE INTENDED TO PARTIALLY DESCRIBE THE OVERALL SCOPE OF WORK. 5.RETAIN SEDIMENT ON THE SITE. WITH A PLATE,WASHER,AND NUT UNLESS NOTED OTHERWISE ON THE DRAWINGS. K CRSI: CONCRETE REINFORCING STEEL INSTITUTE,MANUAL OF STANDARD PRACTICE,LATEST EDITION 6.SCHEDULE MAJOR EARTHWORK DURING THE DRY SEASON. CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE PROJECT MANAGER IN 7.THOROUGHLY MONITOR THE SITE AND MAINTAIN THE ESC MEASURES. L AWS AMERICAN WELDING SOCIETY,STRUCTURAL WELDING CODE,LATEST EDITION. ADVANCE ABOUT ANY UNFORESEEN CIRCUMSTANCES NOT DESCRIBED IN THE DRAWINGS BEFORE 8.FINAL STABIUZATION OF ALL DISTURBED AREAS WITH VEGETATION OR OTHER REINFORCEMENTAG1. SHALL BE FABREINFORCINGRICATED AND REQUIRED IN PREVENT DISPLACEMENTSP WITH THE AD 315 BEGINNING WORK OR WORKING ON THE AFFECTED PORTION OF THE WORK. MEASURES. AND AG P RING MAINTAINT LL AS CLEARANCES NOTED TO P UPONENO M AISCOR303: BUILDINGS INSTITUTEBRIDGES, OF SLATEEEL T CONSTRUCTION,CODE OF STANDARD PRACTICE 9.REMOVAL OF ALL TEMPORARY ESC MEASURES AND FINAL CLEANING OF ALL CONCRETE POURING I ALL C ON NEN DRAWINGS.0 WHERE FOR STEEL BUILDINGS AND BRIDGES,LATEST EDITION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES. EXISTING PERMANENT FACILITES SUCH AS CATCH BASINS AND PIPES. DIMENSIONS ARE NOTED,USE THE ACI RECOMMENDED CLEARANCES.MINIMUM COVER FOR N AISC 360: AMERICAN INSTITUTE OF STEEL CONSTRUCTION,SPECIFICATION FOR STEEL UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FORREINFORCING BARS SHALL BE 3",FOR CONCRETE POURED AGAINST SOIL.TE BARS BUILDINGS,2010 AND 2016 CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITY LOCATIONS CONTRACTOR SHALL FOLLOW THE ABOVE GUIDELINES AND ASSIGN THE ON-SITE ESC SECURELY WITH/T6 ANNEALED WIRE AND SUPPORT AS REQUIRED.PROVIDE MINIMUM LAP NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. SUPERVISOR TO OVERSEE THE BMP'S ON AN ONGOING BASIS OVER THE LIFE OF THE SPLICES OF 36 BAR DIAMETERS UNLESS NOTED OTHERWISE.FIELD BENDING OR WELDING OF 0 NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,AMERICAN WOOD �gv s.CCyyr�,, REINFORCEMENT BARS IS NOT PERMITTED. COUNCIL(AWC)2015 AND 2018 ycl'oewn741i . 0 ABBREVIATIONS: THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE.THE PROJECT.THE SUPERVISOR MUST INSPECT THE SITE A MINIMUM OF ONCE A WEEK DURINGa$ � o,\ PROJECT MANAGER WALL DEFINE THE CONTENT OF ANY IN QUESTION. THE WET SEASON AND WITHIN 24 HOURS OF A STORM EVENT.THE SUPERVISOR MUST BE ALL WELDED WIRE FABRIC TO BE PER ASTM A185.ALL BARS AND WIRE SHALL BE MILL OF p ASCE 7-10: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES i "+_} AVAILABLE 24 HOURS A DAY IN ORDER TO RESPOND TO ESC EMERGENCIES.A CONTACT ASCE 7-16: MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND '')/-: l xT RUST,MILL SCALE,DIRT,OR OTHER FOREIGN MATERIAL PRIOR TO CASTING CONCRETE. l �, E REPETITIVE: TYPICAL WALL SECTIONS FINISHES AND DETAILS ARE NOT INDICATED EVERYWHERE THEY NUMBER MUST BE CLEARLY POSTED ON THE JOB SITE. OTHER STRUCTURES OCCUR ON PLANS,ELEVATIONS AND SECTIONS:REFER TO DETAILED DRAWINGS,CONTRACTOR TO . �Y�Yo3 e;�a R MASONRY:MASONRY CONSTRUCTION SHALL CONFORM TO IBC CHAPTER 21 AND ACI530.1. qr PROVIDE COMPLETE PROJECT AS IF DRAWN IN FULL CONTRACTOR SHALLL CONSULT WITH THE ESC SUPERVISOR TO DETERMINE WHICH EROSION CONTROL d DEVICES ARE BEST SUITED FOR THE SITE PRIOR TO CONSTRUCTION. ALL MATERIALS SHALL MEET THE CONCRETE MASONRY UNITS SHALL BE ASTM C90,TYPE 1 NORMAL WEIGHT.Fc=200E PSI 11.0 SPECIAL INSPECTION ''''FioNAtsvyO'' AT 28 DAYS. F CODES/PERMITS/REGULATONS: WORK NOT PART OF THE WORK OF THE PERMIT AND TO BE REQUIREMENTS IN SECTIONS 9-14 AND 9-33 OF WSDOT 2015 STANDARD SPECIFICATIONS(M41-10). PERFORMED UNDER SEPARATE PERMITS INCLUDES BUT IS NOT LIMITED TO MECHANICAL/ELECTRICAL A A QUALIFIED INDEPENDENT TESTING LABORATORY,EMPLOYED BY THE OWNER,SHALL 3)3 s! WORK EROSION CONTROL BLANKET MASONRY UNITS SHALL BE PLACED IN STRAIGHT UNIFORM COURSES OF REGULAR RUNNING PERFORM PERIODIC INSPECTION AND TESTING IN ACCORDANCE WITH IBC 2015 CHAPTER 17 •ORGANIC TEMPORARY EROSION CONTROL BLANKET SHALL MEET THE FOLLOWING BOND.MORTAR SHALL BE ASTM C270 TYPE S.GROUT SHALL BE ASTM C476,F'c=2000 (SECTION 1705)FOR THE FOLLOWING CONSTRUCTION WORK: THE OWNER SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES UNLESS OTHERWISE NOTED IN THE REQUIREMENTS: PSI AT 28 DAYS. GROUT SHALL BE READY-MIX TYPE.THE ALLOWABLE GROUT SLUMP B •STRUCTURAL CAST-IN-PLACE CONCRETE AND STEEL REINFORCING. THIS DRAWING IS COPYRIGHTED AND IS THE CONTRACT DOCUMENTS. 1.MADE OF NATURAL PLANT FIBERS. SHALL BE 10'PLUS OR MINUS 1'.A MINIMUM OF 24 HOURS SHALL HAVE ELAPSED •PLACEMENT OF CONCRETE AROUND BOLTS AND EMBEDDED ITEMS. SOLE PROPERTY OF THE OWNER. IT IS 2 HAVE A MINIMUM WEIGHT OF 8 OZ./SQ.'ID.AND A MINIMUM LIMITING SHEAR STRESS BETWEEN COMPLETION OF THE LAY UP OF A WALL SECTION AND GROUTING.NET AREA •INSTALLATION OF POST INSTALLED BOLTS AND REBAR. PRODUCEDSOLELY FOR USE BY THE OWNER NOTHING IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT AN OF 0.45 LB./SO.FT. COMPRESSIVE STRENGTH OF MASONRY,F'm=1500 PS •STRUCTURAL HIGH STRENGTH BOLTED CONNECTIONS-ANSI/AISC 360-10 TABLES N5.6-1,2&3 AND ITS AFFILIATES. REPRODUCTION OR USE INSTALLATION IN VIOLATION OF APPLICABLE CODES AND/OR RESTRICTIONS.SHOULD ANY CHANGE IN 3.NETTING,IF PRESENT,SHALL BE BIODEGRADABLE OR PHOTODEGRADABLE. •FIELD AND FULL PENETRATION STRUCTURAL WELDING-ANSI/AISC 360-10 TABLES N5.4-1,2&3 OF THIS DRAWING AND/OR THE INFORMATION THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH APPLICABLE CODES AND/OR •PERMANENT EROSION CONTROL BLANKET SHALL MEET THE FOLLOWING REQUIREMENTS: REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BILLET STEEL PER ASTM A615. •STRUCTURAL MASONRY-TMS 402,AD 530,ASCE 5,TMS 602 ACI 530.1 AND ASCE 6 CONTAINED IN IT IS FORBIDDEN WITHOUT THE REQUIREMENTS,THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AT ONCE AND CEASE WORK 1.CONSIST OF UV STABILIZED•FIBERS,FILAMENTS,AND NETTING. VERTICAL REINFORCING STEEL SHALL BE DROPPED INTO PLACE AFTER COMPLETION OF THE •SPECIAL GRADING,EXCAVATION,AND STRUCTURAL FILL WRITTEN PERMISSION OF THE OWNER. ON ALL PARTS OF THE CONTRACT WHICH ARE AFFECTED. 2 HAVE A MINIMUM WEIGHT OF 8 OZ./SO.YD.AND A MINIMUM LIMITING SHEAR STRESS OF *PILING,DRILLED PIERS,AND CAISSONS. WALL SECTION AND PRIOR TO GROUTING AND HORIZONTAL REINFORCING STEEL SHALL BE 1.5 La/SO.FT. ••STEELREINFORCING IN CONCRETE. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE •UV STABILITY(MINIMUM 80 PERCENT TENSILE RETAINED)ASTM D4355(1,000 HOUR PLACED AS THE WALL IS LAID UP. *MISCELLANEOUS SPECIAL CASES,INVOLVING CONSTRUCTION UNDER HAZARDOUS OR LATEST RULES,REGULATIONS,RESTRICTIONS,REQUIREMENTS,AND CODES. UNUSUAL CONDITIONS. 0 EXPOSURE). GROUT LIFTS AND POUR HEIGHTS SHALL NOT EXCEED 5'-0"IN HEIGHT UNLESS APPROVED 0 ALL WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS IS JURISDICTION BUILDING CODE AND FIRE CLEAR PLASTIC COVERING CLEAR PLASTIC COVERING SHALLMEET THE BY PROJECT MANAGER OR ENGINEER OF RECORD. C REPORTS SHALL SUBMITTED IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE,2015 0 - El CODE AS ADOPTED WITH CERTAIN AMENDMENTS IN THE BUILDING CODE. IT IS THE INTENT OF THESE CHAPTER 17. DOCUMENTS TO COMPLY THERETO. WORK PERFORMEDIN VIOLATION OF THE LOCAL CODES.OR REQUIREMENTS OF THE NISI(NATIONAL INSTITUTE OF STANDARDS AND 5.0 METALS ORDINANCES SHALL BE CORRECTED AT NO EXPENSE TO THE OWNER. TECHNOLOGY)VOLUNTARY PRODUCT STANDARD,PS 17-69,FOR POLYETHYLENE D GENERAL CONTRACTOR TO SCHEDULE ALL"SPECIAL INSPECTIONS'WITH SAID TESTING El SHEETING HAVING A MINIMUM THICKNESS OF 6 MILS. A PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. AGENCY BASED ON WORK PROGRESS.CONTRACTOR TO NOTIFY OWNER AND PROJECT MANAGER 48 HOURS IN ADVANCE OF SCHEDULED TEST PROCEDURE W 'MEGEOTEXTILE-ENCASED CHECK DAM THE INSPECTION AGENCY STALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING G CONFLICT:IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE GEOTEXTLE-ENCASED CHECK DAM SHALL BE A URETHANE FOAM CORE ENCASED IN B CONTRACTOR SHALL PRIME AND PAINT THE INTENDED PRINTABLE METAL STACKS,METAL E DEPARTMENT,THE ENGINEER OF RECORD,AND THE OWNER IN ACCORDANCE WITH IBC North West MATERIALSSSPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, GEOTEXTILE MATERIAL THE MINIMUM LENGTH OF THE UNIT SHALL BE Y.THE FOAM CORE BEAM/POST CONNECTIONS,VENTS,GRILLS,OR LOUVERS WHICH PROJECT THROUGH WALLS 2015 CHAPTER 17. Tower Engineering THE LAWS OR ORDINANCES SHALL GOVERN THE INSTALLATION NOTIFY THE PROJECT MANAGER OF ALL SHALL BE A MINIMUM OF 8-INCHES IN HEIGHT,AND HAVE A MINIMUM BASE WIDTH OF OR ROOF AND IN VIEW.COLOR TO BE SELECTED BY PROJECT MANAGER. 9 9 CONFLICTS.ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE 16'.THE GEOTEXTILE MATERIAL SHALL OVERHANG THE FOAM BY AT LEAST 6'AT EACH DONE AT THE CONTRACTOR'S RISK. END,AND SHALL HAVE APRON TYPE FLAPS THAT EXTEND A MINIMUM OF 24'ON EACH C STRUCTURAL STD: ALL MATERIALS,WORKMANSHIP,AND CONSTRUCTION SHALL CONFORM SIDE OF THE FOAM CORE. TO THE DRAWINGS,SPECIFICATIONS,AND THE 2015 IBC. H DIMENSIONS SURVEY: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS.PROJECT WATTLES MANAGER BEARS NO RESPONSIBILITY FOR THEIR ACCURACY.DIMENSIONS ARE SHOWN TO FACE OF ALL WORK SHALL BE IN ACCORDANCE WITH AISC 303 AND AISC 360 CONCRETE,TO FACE OF CLADDING AT EXTERIOR FRAMED WALLS,FACE OF FINISH AT INTERIOR WALLS, WATTLES SHALL CONSIST OF CYLINDERS OF BIODEGRADABLE PLANT MATERIAL SUCH AS AND CENTERLINE OF OPENINGS,UNLESS DETAILED OTHERWISE ON DRAWINGS. CONTRACTOR SHOULD STRAW,COIR,OR WOOD SHAVINGS ENCASED WITHIN BIODEGRADABLE OR PHOTODEGRADABLE ALL ANGLES,CHANNELS,AND PLATES TO BE ASTM A36,Fy=36 KSI, RELEASE REVIEW AND VERIFY ACTUAL CONDITIONS BEFORE FRAMING BEGINS AND NOTIFY THE PROJECT MANAGER NETTING.ROLLS SHALL BE AT LEAST 6`IN DIAMETER. WIDE FLANGE SHAPES TO BE ASTM A992,Fp50 KS DATE OF ALL CONFLICTS. ALL SOLID RODS TO BE ASTM A36,Fy=36 KS. COMPOST SOCK RECTANGULAR HOLLOW STRUCTURAL SECTIONS(HSS),TO BE ASTM A500-8,Fy=46 KSI 26FEB21 PERMIT REVIEW SET BIODEGDO NOT SCALE DRAWINGS.THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND CLEAN,ADDABLE BURLAP FABRIC FOR COMPOST SOCK AND COMPOST WATTLE SHALL BE ROUND HOLLOW STRUCTURAL SECTIONS(HSS),TO BE ASTM A500-B,FY=42 KSI ACTUAL FIELD MEASUREMENT.NOTIFY THE PROJECT MANAGER IF ANY DISCREPANCIES ARE FOUND .EVENLY WOVEN,AND FREE OF ENCRUSTED CONCRETE OR OTHER CONTAMINATING STEEL PIPE TO BE ASTM A53-B,Fy=35 KS - 23MAR21 BUILDING PERMIT SET MATERIALS AND SHALL BE FREE FROM CUTS,TEARS,BROKEN OR MISSING YARNS AND BOLTS TO BE ASTM A307 Fy--36 KS,UNLESS NOTED OTHERWISE CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR WORK. THIN,OPEN.OR WEAK PLACES.FABRIC FOR COMPOST SOCK SHALL CONSIST OF EXTRA HEAVY WEIGHT BIODEGRADABLE BURLAP FIBER WHICH HAS NOT BEEN TREATED WITH ANY FOR BOLTS SPECIFIED AS ASTM A325,CONNECTION BOLTS SHALL BE FULLY TIGHTENED THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR THE EQUIPMENT FURNISHED AND TYPEPRESERVATIVE.ESHALBMADECO FROMST HDOLL L TYPE H.WOOD STAKESIFOR COMPOST SOCK CONFORMING TO AISC'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR INSTALLED BY CONTRACTOR OR OTHERS. AND WATTLES SHALL BE DOUGLAS-FIR,HEMLOCK,OR PINE SPECIES.WOOD A490 BOLTS",UNLESS OTHERWISE NOTED. STAKES SHALL BE 2"X2"NOMINAL DIMENSION AND 36"IN LENGTH. THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES FOR OPENINGS THROUGH SLABS, ALL BOLTS TO BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123,A153,AND WALLS,CEILINGS AND VERIFY THE SIZES AND RLLOCATONS WITH SUBCONTRACOFS FOR DUCTS,PIPES, TOORITs,CABINETS AND EQUIPMENT AND SHALL 3.0 CONCRETE / 4.0 MASONRY 8695.NO BOLT SHALL BE REUSED. I FIRE STOPS: FIRE STOPS IN WALL OR CEILINGS,ETC.SHALL BE PROVIDED PER JURISDICTION BUILDING A FORMWORK&ACCESSORIES SHALL CONFORM TO ACI 301,SECTION 2 ALL IECATON ESTRU AST/AL A123.STEEL MEMBERSEDSTEEL SHALL BE HOT-DIPPED ANCHOR GALVANIZEDS AFTER FABRICATION PER ASTM EXPOSED HARDWARE AND BOLTS SHALL CODE.SECTION 7 REQUIREMENTS.PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, B REINFORCEMENT&SUPPORTS SHALL CONFORM TO AG 301,SECTION 3 BE GALVANIZED PER ASTM A153 OR 8695. SITE NNEINLETS,OR DUCTS PENETRATING FIRE RATED ASSEMBLIES,ENCLOSURES.WALLS,FLOORS,OR SURFACES AND AS REQUIRED BY FIRE DEPARTMENT. THE CONTRACTOR SHALL SUBMIT DETAILED,ENGINEERED,AND CHECKED SHOP DRAWINGS NORTH CAMPUS ANTENNA ADD IOU'ITIOONN PROJLCT B CONCRETE MIXTURES SHALL CONFORM TO AD 301,SECTION 4 FOR ALL STRUCTURAL STEEL TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO THE J SHOP DRAWINGS: BY GOVERNING JURISDICTION PRIOR TO CONSTRUCTION.ANAGER/OWNER'S APPROVAL AND AS REQUIRED C THE HANDLING,PLACING AND INSTALLATION OF CONCRETE SHALL CONFORM TO AG 301, START OF FABRICATION. NORTH CAMPUS COMMUNICATION FACILITY SECTION 5.IN ADDITION HOT WEATHER CONCRETE PLACEMENT SHALL CONFORM TO ACI D WELDING: ALL WELDING TO BE PERFORMED BY WABO&AWS CERTIFIED WELDERS AND 305.1 AND COLD WEATHER CONCRETE PLACEMENT SHALL CONFORM TO AG 306.1 CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AnWELDING CODE. STIE ADDRESS 2.0 SITE WORK 0 CHAMFER EXTERNAL EDGES ON EXPOSED EXTERIOR FOUNDATIONS.CONTRACTOR SHALL 1121 SE EVERETT MALL WAY EDGE ALL OTHER FLATWORK ALL ELECTRODES TO BE E70XX LOW HYDROGEN. EVERETT, WA 98208 A HAZARDOUS MATERIALS: DISCOVERY OF ANY HAZARDOUS MATERIALS(ASBESTOS,CHEMICAL WASTES, E PORTLAND CEMENT SHALL BE TYPE II PER ASTM C150 AND SHALL HAVE A 28-DAY MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS UNLESS NOTED OTHERWISE ON THE PESTICIDES,ETC.)SHALL BE REPORTED IMMEDIATELY TO THE OWNER. AFTER MUTUAL AGREEMENT COMPRESSIVE STRENGTH OF 4000 PSI.THE CONCRETE MIX SHALL NOT CONTAIN LESS DRAWINGS. BETWEEN CONTRACTOR PARTIES AND SUBMITTAL OF A WRITTEN CHANGE ORDER CONTRACTOR IS THAN 5,I'SACKS OF CEMENT PER CUBIC YARD. RESPONSIBLE FOR REMOVAL DISPOSAL AND CERTIFICATION AS REQUIRED BY LAW.OWNER TO ADVISE F THE CONCRETE MIX SHALL HAVE A TOTAL AIR CONTENT OF 5%WITH A TOLERANCE OF 6.0 WOOD (NOT USED) OF KNOWN EXISTENCE. PLUS OR MINUS 1.5Z AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASIM C 260. 8 SOL CONDITIONS: THE PROJECT MANAGER ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL G THE CONCRETE MIX SHALL PRODUCE A MAXIMUM SLUMP OF 5'±1.5'. CHARACTERISTICS OF THE SOIL,NOR ACCURACY OF ENGINEERING DATA SUPPLIED IN THE SOILS 7.0 THERMAL/MOISTURE PROTECTION (NOT USED) REPORT. H CONCRETE SHALL HAVE THE MAXIMUM AGGREGATE SIZE 7"INCH. C THE GOVERNINGAGENCY FOR SITE NECESSARYACTOR TO MAKE WORK OR TO BLOCK SIDEWALKSSECURE NECESSARY OR STREETS DUE TO PERMITS WITH H THE CONCRETE SHALL NOT CONTAIN CALCIUM CHLORIDE OR ANY OTHER ADMIXTURE 8.0 DOORS/WINDOWS (NOT USED) CONSTRUCTION. CONTAINING CHLORIDE OTHER THAN NATURAL IMPURITIES. 0 SAFETY: THE CONTRACTOR SHALL PROVIDE COMPLETE SAFETY PRECAUTIONS AND MEASURES OVER J ALL CONCRETE SHALL BE PLACED IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE ON 9.0 FINISHES (NOT USED) THE ENTIRE SITE INCLUDING ADJACENT YARDS,PASSAGEWAYS AND AREAS WHERE PERSONS NOT THE DRAWINGS. SHEET EMIT ASSOCIATED WITH THE CONSTRUCTION PROJECT MAY BE PRESENT E SETBACKS: IF APPLICABLE,ALL SETBACKS WILL BE CLEARLY MARKED ON SITE AND VERIFIED BY THE K CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. GENERAL NOTES BUILDING INSPECTOR BEFORE ANY CONCRETE IS POURED. L NON-SHRINK GROUT: SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL F SLKttI TREES: THE CONTRACTOR SHALL CLEANLY CUT TREE ROOTS EXTENDING INTO THE WORK BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED AREA. STREET TREES SHALL BE PROTECTED ACCORDING TO GOVERNING JURISDICTION STANDARDS. RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED(3,000 PSI MIN.) SHEET*MEER T-2 GENERAL NO1ES SCALE NONE 20 PLOT SCALE: 1:1 0 24'06": 1:2 0 11'x17' 2_1,a