|
f t /�
<br /> C SOIL COMPACTION: THE CONTRACTOR SHALL COMPACT SOIL TO A MIN.95%CF THE N ADHESIVE-GROUTED ITEMS(THREADED RODS OR REINFORCED BAR)SPECIFIED ON THE SNO 911
<br /> 1.0 GENERAL REQUIREMENTS MAXIMUM DRY DENSITY BASED CN ASTM TEST METHOD 01557. DRAWINGS SHALL BE INSTALLED USING HILT'MT-RE 500 SD'ADHESIVE AS 10.0 APPLICABLE STANDARDS
<br /> H CEOTECHNICAL• MANUFACTURED BY HILTI. INSTALL IN STRICT ACCORDANCE WITH I.C.C.REPORT NO
<br /> SCOPE: REFER TO SPECIFICATIONS FOR PROJECT SPECIFIC INFORMATION, ESR-2322. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A TIA-222-C: STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS SNOHOMISH COUNTY
<br /> REQUIREMENTS AND APPROVED MATERIALS NO GEOTECHNICAL REPORT WAS REQUIRED FOR THIS PROJECT.THE FOLLOWING PRESUMPTIVE A-307 UNLESS NOTED OTHERWISE. WHERE INSTALLING ANCHORS INTO UNGRQUTED CMU TIA-222-H: STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES,ANTENNAS
<br /> A LIVE LOADS: SNOW: LOAD BEARING VALUES PER 2015 IBC,TABLE 1806.2 FOR CLASS 4 MATERIALS ARE ASSUMED: CELLS(NEW OR EXISTING).THE ANCHOR SHALL BE INSTALLED 1WTH THE CORRECTION ni
<br /> GROUND SNOW LOAD: 20 PSF A.ALLOWABLE BEARING PRESSURE:PRESSURE PSF SCREEN TUBE(PER MANUFACTURER'S RECOMMENDATIONS)TO MATCH THE ANCHOR SIZE
<br /> EARN2000AND SMALL WIND TURBINE SUPPORT STRUCTURES 711
<br /> B.ALLOWABLE PASSIVE EAR 150 PCF AND EMBEDMENT. B IBC: INTERNATIONAL BUILDING CODE.2015 AND 2018 EDITIONS WIND: C.BASE COEFFICIENT OF FRICTION: 0.25 0 EXPANSION ANCHORS EXPANSION ANCHORS SHALL BE INSTALLED PER HILTI 1121 SE EVERETT MALL WAY
<br /> BASIC WIND SPEED: �115 MPH,30 MPH WITH 1'ICE, THE RECOMMENDATIONS PROVIDED IN THESE NOTES FOR THIS PROJECT MUST CONFORM TO SPECIFICATIONS INSTALL IN STRICT ACCORDANCE WITH I.C.C.REPORT NO.ESR-4266. C IMC: INTERNATIONAL MECHANICAL CODE.201E EDITION.
<br /> STRUCTURECLASS II/RISK CATEGORY IV THESE SAME CONDITIONS. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. NEC: NATIONAL ELECTRICAL CODE,2018 EDITION. SUITE WA2OO
<br /> TOPOGRAPHIC FACTOR K•(MAX AT GROUND LEVEL)�1.0 D
<br /> TOPOGRAPHIC FEATURE: FLAT OR ROLLING HILLS P FOUNDATIONS ALL FOUNDATIONS SHALL BEAR ON STRUCTURAL FILL.ALL FOOTING E IFC: INTERNATIONAL FIRE CODE,2018 EDITION, EVERETT, 98208
<br /> CREST HEIGHT ABOVE SURROUNDING TERRAIN: NOT APPUCADLE EXCAVATIONS SHALL BE MANUALLY CLEANED PRIOR TO PLACING CONCRETE.COMPACT THE 425.407.3911
<br /> NOTE: THE MOST ONEROUS DESIGN CRITERIA REQUIRED BY THE 2015 AND 2018F ASTM: STANDARDS FOR BUILDING CODES,LATEST EDITION.
<br /> EDITIONS OF THE INTERNATIONAL BUILDING CODE ARE SPECIFIED HERE I EROSION CONTROL: IT IS NECESSARY TO OBTAIN PERMITS FOR ANY PROJECT THAT WILL STRUCTURAL FILL UNDER THE FOUNDATION TO 95%OF THE MODIFIED PROCTOR DENSITY, Q ACI 301: AMERICAN CONCRETE INSTITUTE.SPECIFICATIONS FOR STRUCTURAL
<br /> FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED THE SIZE IS INCREASED 3
<br /> DISTURBJEOPARDIZEQUALITY AND HABITAT. IN ORDER TO REMAIN THE SOIL AND WATERTAT CONCRETE,LATEST EDITION.
<br /> FLOOR: INCHES AT EACH INTERFACE WITH THE SOIL CONTRACTOR SHALL PROVIDE DESIGN AND
<br /> SHELTER FLOOR LIVE LOAD.200 PSF IN COMPLIANCE WITH PERMITS AND THEREFOIRE,JURISDICTION STANDARDS,THE FOLLOWING INSTALLATION OF ALL CRIBBING.SHEATHING,AND SHORING REQUIRED TO SAFELY RETAIN H ACI 318: AMERICAN CONCRETE INSTITUTE,BUILDING CODE REQUIREMENTS
<br /> SLl9MIC: EROSION CONTROL PRINCIPLES SHOULD BE FOLLOWED: THE EARTH BANKS.BACKFILL NEAR AND AROUND THE FOUNDATIONS SHALL BE A WELL FOR STRUCTURAL CONCRETE,2014.
<br /> DESIGN CATEGORY'D',SITE CLASS C.5,-0.88 S,-0.33 PATTERNS.1.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 Ad 315: AMERICAN CONCRETE INSTITUTE,DETAILS AND DETAILING OF CONCRETE
<br /> 2.EMPHASIZE EROSION CONTROL RATHER THAN SEDIMENT CONTROL. OF THE MODIFIED PROCTOR DENSITY, REINFORCEMENT.LATEST EDITION.
<br /> B LEGAL DESCRIPTION: SEE SHEET T-1 4.MMINIMIZE
<br /> THE EXTENT VELOCITIES NNTAND LD RATION OF THE AREA EXPOSED. Q REINFORCING STEEL ALL REINFORCING STEEL TO BE GRADE 60 DEFORMED BILLET STEEL J ACI 530.1: AMERICAN CONCRETE INSTITUTE.SPECIFICATION FOR MASONRY CONSTRUCTION.2013 I
<br /> 5.RETAIN SEDIMENT ON THE SITE.OW. PER ASTM A615. ALL ANCHOR RODS,OTHER THAN FOR TOWER,TO BE ASTM F1554,CR.36 K CRSI: CONCRETE REINFORCING STEEL INSTITUTE.MANUAL OF STANDARD PRACTICE,LATEST EDITION
<br /> WITH A PLATE,WASHER,AND NUT UNLESS NOTED OTHERWISE ON THE DRAWINGS.
<br /> C DRAWINGS: THE DRAWINGS ARE INTENDED TO PARTIALLY DESCRIBE THE OVERALL SCOPE OF WORK. 6.SCHEDULE MAJOR EARTHWORK DURING THE DRY SEASON.
<br /> CONTRACTOR'S SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE PROJECT MANAGER IN 7.THOROUGHLY MONITOR THE SITE AND MAINTAIN THE ESC MEASURES. L AWE AMERICAN WELDING SOCIETY,STRUCTURAL WELDING CODE,LATEST EDITION.
<br /> ADVANCE ABOUT ANY UNFORESEEN CIRCUMSTANCES NOT DESCRIBED IN THE DRAWINGS BEFOREAND REINFORCEMENT SUPPORT SHALL BE FABRICATED AND PLACED IN PREVENT WITH THE AP 315
<br /> B.FINAL STABILIZATION CF ALL DISTURBED AREAS WITH VEGETATION OR OTHER AND AG 301. REINFORpNC AS REQUIRED TO PREVENT DISPLACEMENT UPON M MSC 303: AMERICAN INSTITUTE OF STEEL CONSTRUCTION,CODE OF STANDARD PRACTICE
<br /> BEGINNING WORK OR WORKING ON THE AFFECTED PORTION OF THE WORK. MEASURES. CONCRETE POURING.MAINTAIN ALL CLEARANCES NOTED ON THE DRAWINGS.WHERE NO FOR STEEL BUILDINGS AND BRIDGES LATEST EDITION
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTIU11E5. EXISTING 9.REMOVAL OF ALL TEMPORARY ESC MEASURES AND FINAL CLEANING OF ALL DIMENSIONS ARE NOTED.USE THE AC1 RECOMMENDED CLEARANCES.MINIMUM COVER FOR
<br /> PERMANENT FACILITIES SUCH AS CATCH BASINS AND PIPES. REINFORCING BARS SHALL BE 3',FOR CONCRETE POURED AGAINST SOIL.TIE BARS N AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION,SPECIFICATION FOR STEEL
<br /> UTIUTIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR BUILDINGS.2010 AND 2016
<br /> CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITY LOCATIONS CONTRACTOR SHALL FOLLOW THE ABOVE GUIDEUNE$AND ASSIGN THE ON-SITE ESC SECURELY WITH/16 ANNEALED WIRE AND SUPPORT AS REQUIRED.PROVIDE MINIMUM LAP � fsaLA
<br /> SPLICES OF 36 BAR DIAMETERS UNLESS NOTED OTHERWISE.FIELD BENDING OR WELDING OF 0 NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,AMERICAN WOOD *P-IN. C.I�t
<br /> NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE CR DISTURBANCE TO EXISTING UTIUTIES. SUPERVISOR TO OVERSEE THE BMP'S ON AN ONGOING BASIS OVER THE LIFE OF THE .Y vQi A
<br /> PROJECT.THE SUPERVISOR MUST INSPECT THE SITE A MINIMUM OF ONCE A WEEK DURING REINFORCEMENT BARS IS NOT PERMITTED. COUNCIL(ANC)2015 AND 2018 1J4.�:._„.;
<br /> 0 ABBREVIATIONS: THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE.THE a-'� \'F ,.
<br /> PROJECT MANAGER WILL 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 FREE OF P ASCE 7-TO MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES '
<br /> AVAILABLE 24 HOURS A DAY IN ORDER TO RESPOND TO ESC EMERGENCIES.A CONTACT RUST,MILL SCALE,DIRT,OR OTHER FOREIGN MATERIAL PRIOR TO CASTING CONCRETE. ASCE 7-16: MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND �I n 7. I`I]tY fit'
<br /> E REPET1nVE: TYPICAL WALL SECTIONS,FINISHES AND DETAILS ARE NOT INDICATED EVERYWHERE THEY NUMBER MUST BE CLEARLY POSTED ON THE JOB SITE OTHER STRUCTURES H tIl .(` (4'
<br /> OCCUR ON PLANS,ELEVATIONS AND SECTIONS; REFER TO DETAILED DRAWINGS,CONTRACTOR TO R MASONRY:MASONRY CONSTRUCTION SHALL CONFORM TO IBC CHAPTER 21 AND AC1530.1. l'N ''f`
<br /> PROVIDE COMPLETE PROJECT AS IF DRAWN IN FULL. CONTRACTOR SHAUL CONSULT WITH THE ESC SUPERVISOR TO DETERMINE WHICH EROSION CONTROL P \L12..i.c! C
<br /> DEVICES ARE BEST SUITED FOR THE SITE PRIOR TO CONSTRUCTION. ALL MATERIALS SHALL MEET THE CONCRETE MASONRY UNITS SHALL BE ASTM C90,TYPE I NORMAL WEIGHT.Ft-2000 PSI 11.0 SPECIAL INSPECTION �.
<br /> F COOES/PER1/1T5/RELUlATI NS WORK NOT PART OF THE WORK OF THE PERMIT AND TO BE AT 28 DAYS. ^n..ti^"
<br /> REQUIREMENTS IN SECTIONS 9-14 AND 9-33 OF WSDOT 2015 STANDARD SPECIFICATIONS(M41-10). A A QUALIFIED INDEPENDENT TESTING LABORATORY,EMPLOYED BY NE OWNER,SHALL
<br /> PERFORMED UNDER SEPARATE PERMITS INCLUDES BUT IS NOT LIMITED TO MECHANICAL/ELECTRICAL J;-21
<br /> 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
<br /> •ORGANIC TEMPORARY EROSION CONTROL BLANKET SHALL MEET THE FOLLOWING BOND.MORTAR SHALL BE ASTM C270 TYPE S.GROUT SHALL BE ASTM C476,rc-2000 (SECTION 1705)FOR THE FOLLOWING CONSTRUCTION WORK:
<br /> 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
<br /> CONTRACT DOCUMENTS. 1.MADE OF NATURAL PLANT FIBERS. SHALL BE I0'PLUS •OR MINUS I'.A MINIMUM Of 24 HOURS SHALL HAVE ELAPSED •PLACEMENT OF CONCRETE AROUND BOLTS AND EMBEDDED ITEMS. SOLE PROPERTY OF THE OWNER. IT IS
<br /> 2.HAVE A MINIMUM WEIGHT OF 8 OZ./SO.TO.AND A MIN:MUM LIMITING SHEAR STRESS BETWEEN COMPLETION CF THE LAY UP CI'A WALL SECTION AND GROUTING.NET AREA •INSTALLATION OF POST INSTALLED BOLTS AND REBAR. PRODUCED SOLELY FOR USE BY THE OWNER
<br /> NOTHING IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT AN OF 0.45 LB./SO.FT. COMPRESSIVE STRENGTH OF MASONRY.rm-1500 PSI •STRUCTURAL HIGH STRENGTH BOLTED CONNECTIONS-ANSI/RISC 360-10 TABLES N56-1.2&3 AND ITS AFFIUATES. REPRODUCTION OR USE
<br /> INSTALLATION IN VIOLATION OF APPLICABLE CODES AND/OR RESTRICTIONS.SHOULD ANY CHANGE IN 3.NETTING.IF PRESENT.SHALL BE BIODEGRADABLE OR PHOTODECRADABLE. REINFORCING STEEL.SHALL BE GRADE 60 DEFORMED BILLET STEEL PER ASTLI A615. •FIELD AND FULL PENETRATION STRUCTURAL WELDING-ANSI/ALSO 360-10 TABLES N5.4-1.2&3 OF THIS DRAWING AND/OR THE INFORMATION
<br /> THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH APPLICABLE CODES AND/OR •PERMANENT EROSION CONTROL BLANKET SHALL MEET THE FOLLOWING REQUIREMENTS: STRUCTURAL MASONRY-TAS 402,ACI 530,ASCE 5,TINS 602 ACT 530.1 AND ASCE 6 CONTAINED IN IT IS FORBIDDEN WITHOUT THE
<br /> REQUIREMENTS,THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AT ONCE AND CEASE WORK 1.CONSIST OF UV STABILIZED•FIBERS,FILAMENTS.AND NETTING. •SPECIAL GRADING,EXCAVATION,AND STRUCTURAL FILL WRITTEN PERMISSION OF THE OWNER.
<br /> CN ALL PARTS OF THE CONTRACT WHICH ARE AFFECTED. 2.HAVE A MINIMUM WEICHT OF 8 OZ./S0.YD.AND A MINIMUM LIMITING SHEAR STRESS OF VERTICAL REINFORCING STEEL SHALL BE DROPPED INTO PLACE AFTER COMPLETION OF THE •RUNG,DRILLED PIERS,AND CAISSONS. __
<br /> 1.5 LB./SO.FT. WALL SECTION AND PRIOR TO GROUTING AND HORIZONTAL REINFORCING STEEL SHALL BE •STEEL REINFORCING IN CONCRETE '
<br /> 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
<br /> LATEST RULES,REGULATIONS.RESTRICTIONS,REQUIREMENTS,AND CODES. EXPOSURE). GROUT LIFTS AND POUR HEIGHTS SHALL NOT EXCEED 5-0'IN HEIGHT UNLESS APPROVED UNUSUAL CONDITIONS. A
<br /> ALL WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS IS JURISDICTION BUILDING CODE AND FIRE CLEAR PLASTIC COVERING CLEAR PLASTIC COVERING SHALL MEET THE BY PROJECT MANAGER OR ENGINEER OF RECORD. C REPORTS SHALL SUBMITTED IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE.2015
<br /> CODE AS ADOPTED WITH CERTAIN AMENDMENTS IN THE BUILDING CODE. IT IS THE INTENT OF THESE REQUIREMENTS OF THE NISI'(NATIONAL INSTITUTE OF STANDARDS AND CHAPTER 17.
<br /> DOCUMENTS TO COMPLY THERETO. WORK PERFORMED IN VIOLATION OF THE LOCAL CODES,OR 5.0 METALS
<br /> 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
<br /> SHEETING HAVING A MINIMUM THICKNESS OF 6 MILS. A PROVIDE GALVANIC INSULATION BETWEEN DISSMILAR METALS. AGENCY BASED ON WORK PROGRESS.CONTRACTOR TO NOTIFY OWNER AND PROJECT
<br /> MANAGER 48 HOURS IN ADVANCE OF SCHEDULED TEST PROCEDURE I CEETCEOTE TILE-ENCASED
<br /> SEDCC DAM THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING
<br /> C CONFLICT: IN CASE OF ANY CONFLICT WHEREIN THE MEDICOS OR STANDARDS OF INSTALLATION CR THE TINE GEOTEXTILE-ENCASED CHECK DAM SHALL BE A URETHANE FOAM CORE ENCASED IN B CONTRACTOR SHALL PRIME AND PAINT THE INTENDED PAIN7ABLE METAL STACKS,METAL E DEPARTMENT,THE ENGINEER OF RECORD,AND THE OWNER IN ACCORDANCE WITH IBC NOrthWeSt
<br /> MATERIALS SPECIFIED 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
<br /> CONFLICTS.ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE 16'.THE CEOIEXntE MATERIAL SHALL OVERHANG THE FOAM BY AT LEAST 6'AT EACH
<br /> DONE AT THE CONTRACTOR'S RISK. END,AND SHALL HAVE APRON TYPE FLAPS THAT EXTEND A MINIMUM OF 24'ON EACH C STRUCTURAL STEEL' ALL MATERIALS,WORKMANSHIP,AND CONSTRUCTION SHALL CONFORM
<br /> SIDE OF THE FOAM CORE. TO THE DRAWINGS,SPECIFICATIONS,AND THE 2015 IBC.
<br /> H DIMENSIONS: SURVEY: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS.PROJECT WATTLES ALL WORK SHALL BE IN ACCORDANCE WITH AMC 303 AND RISC 360
<br /> MANAGER BEARS NO RESPONSIBILITY FOR THEIR ACCURACY.DIMENSIONS ARE SHOWN TO FACE Cr WATTLES SHALL CONSIST OF CYLINDERS OF BIODEGRADABLE PLANT MATERIAL SUCH AS
<br /> CONCRETE.TO FACE OF CLADDING AT EXTERIOR FRAMED WALLS.FACE CF FINISH AT INTERIOR WALLS, STRAW.COIR,OR WOOD SHAVINGS ENCASED WITHIN BIODEGRADABLE OR PHOTOOECRADABLE - - -
<br /> AND CENTERLINE OF OPENINGS,UNLESS DETAILED OTHERWISE ON DRAWINGS. CONTRACTOR SHOULD NETTING.ROLLS SHALL BE AT LEAST 6'IN DIAMETER. ALL ANGLES.CHANNELS AND PLATES TO BE ASTM A36,Fy.38 KSI, RELEASE
<br /> REVIEW AND VERIFY ACTUAL CONDITIONS BEFORE FRAMING BEGINS AND NOTIFY THE PROJECT MANAGER WIDE FLANGE SHAPES TO BE ASTM A992,Fy.50 KS DATE
<br /> OF ALL CONFLICTS. ALL SOLID RODS TO BE ASTM A36,Fy-36 KS.
<br /> COMPOST SOCK RECTANGULAR HOLLOW STRUCTURAL SECTIONS(HSS),TO BE ASTM A500-B.Fy'46 KS
<br /> BIODEGRADABLE BURLAP FABRIC FOR COMPOST SOCK AND COMPOST WATTLE SHALL BE 04JAN21 PERMIT REVIEW SET
<br /> DO NOT SCALE DRAWINGS.THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ROUND HOLLOW STRUCTURAL SECTIONS(ASS).TO BE ASTL1 A500-8,FY•42 KS - - -
<br /> ACTUAL FIELD MEASUREMENT.NOTIFY THE PROJECT MANAGER IF ANY DISCREPANCIES ARE FOUND. CLEAN,EVENLY WOVEN,AND FREE ENCRUSTED CONCRETE OR OTHER CONTAMINATING STEEL PIPE TO BE ASTM A53-B,Fy'35 KS 21JAN21 PERMIT REVIEW SET
<br /> MATERIALS AND SHALL BE FREE FROM CUTS,TEARS,BROKEN OR MISSING YARNS AND BOLTS TO BE ASIN A307 Fy.36 KS,UNLESS NOTED OTHERWISE
<br /> THIN,OPEN,OR WEAK PLACES.FABRIC FOR COMPOST SOCK SHALL CONSIST OF EXTRA
<br /> CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR WORK. 11FEB21 BUILDING PERMIT SET
<br /> HEAVY WEIGHT BIOOECRADABIP BURLAP FIBER WHICH HAS NOT BEEN TREATED WIN ANY FOR BOLTS SPECIFIED AS ASTM A325,CONNECTION BOLTS SHALL BE FULLY TIGHTENED
<br /> THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR THE EQUIPMENT FURNISHED AND TYPE OF PRESERVATIVE.COMPOST SHALL BE TYPE 2.ROOD STAKES FOR COMPOST SOCK CONFORMING TO RISC'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR
<br /> INSTALLED BY CONTRACTOR CR OTHERS. AND WATTLES SHALL BE MADE FROM DQUCLAS-FIR,HEMLOCK,OR PINE SPECIES.WOOD A490 BOLTS",UNLESS OTHERWISE NOTED.
<br /> STAKES SHALL BE 2'X2'NOMINAL DIMENSION AND 36'IN LENGTH.
<br /> 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
<br /> WALLS,CEILINGS AND ROOFS FOR DUCTS,PIPES,CONDUITS,CABINETS AND EQUIPMENT AND SHALL B695.NO BOLT SHALL BE REUSED. - --" -
<br /> VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. 3.0 CONCRETE / 4.0 MASONRY
<br /> I FIRE STOPS: FIRE STOPS IN WALL OR CEILINGS,ETC.SHALL BE PROVIDED PER JURISDICTION BUILDING A FORMWORK&ACCESSORIES SHALL CONFORM TO ACT 301.SECTION 2 ALL FABRICATIONECA ESTRU ASIM A123.STE EXPOSEDL MEME S SHALL BE HOT-DIPPED GALVANIZED AFTER -
<br /> PER AST4 STEEL HARDWARE AND ANCHOR BOLTS SHALL
<br /> CODE SECTION 7 REQUIREMENTS.PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, 8 REINFORCEMENT h SUPPORTS SHALL CONFORM TO ACI 301,SECTION 3 BE GALVANIZED PER ASTM A153 OR 0695. 91E NAME
<br /> INLETS.OR DUCTS PENETRATING FIRE RATED ASSEMBLIES,ENCLOSURES.WALLS.FLOORS.OR SURFACES
<br /> AND AS REQUIRED BY FIRE DEPARTMENT. FORTHE ALL STRUCTURAL SHALSJBMIT DETAILED,
<br /> THE ENGINEER OF ENGINEERED,
<br /> ECORD AND
<br /> CHECKED OR APPROVAL PRIORWTOGTHE 76TH STREET ANTENNA ADDITION PROJECT
<br /> B CONCRETE MIXTURES SHALL CONFORM TO ACI 301,SECTION 4
<br /> J SHOP DRAWINGS: PROVIDE SHOP DRAWINGS FOR THE PROJECT MANAGER/OWNER'S APPROVAL AND AS START OF FABRICATION. 76TH STREET COMMUNICATION FACILITY
<br /> REQUIRED BY GOVERNING JURISDICTION PRIOR TO CONSTRUCTION, C THE HANDLING,PLACING AND INSTALLATION OF CONCRETE SHALL CONFORM TO AP 301,
<br /> 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
<br /> 305.1 AND COLD WEATHER CONCRETE PLACEMENT SHALL CONFORM TO AO 306.1 CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE Aws WADING CODE. SITE ADS
<br /> 2.0 SITE WORK D CHAMFER EXTERNAL EDGES ON EXPOSED EXTERIOR FOUNDATIONS.CONTRACTOR SHALL 31 9 76TH STREET SW
<br /> EDGE ALL OTHER FLATWORK ALL ELECTRODES TO BE E70XX LOW HYDROGEN. EVERETT, WA 98203
<br /> 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
<br /> 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.
<br /> BETWEEN CONTRACTOR PARTIES AND SUBMITTAL OF A WRITTEN CHANCE ORDER CONTRACTOR IS THAN 5 NN'SACKS OF CEMENT PER CUBIC YARD.
<br /> RESPONSIBLE FOR REMOVAL,DISPOSAL AND CERTIFICATION AS REQUIRED BY LAW.OWNER TO ADVISE F THE CONCRETE MIX SHALL HAVE A TOTAL AIR CONTENT CF 5%WITH A TOLERANCE OF 6.0 WOOD (NOT USED)
<br /> OF KNOWN EXISTENCE. PLUS OR MINUS 1.5%.AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C 260.
<br /> B SOIL CONDITIONS: THE PROJECT MANAGER ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL C THE CONCRETE MIX SHALL PRODUCE A MAXIMUM SLUMP OF 5'21.5'.
<br /> CHARACTERISTICS OF THE SOIL NOR ACCURACY OF ENGINEERING DATA SUPPLIED IN THE SOILS 7.0 THERMAL/MOISTURE. PROTECTION (NOT USED)
<br /> REPORT. H CONCRETE SHALL HAVE THE MAXIMUM AGGREGATE SIZE j%'INCH.
<br /> C PERMITS:
<br /> GOVERNING AGENCY FOR SITE TRACTOR TO MAKE NECESSARY
<br /> TO BLANGEMENTS OR OCK SIDEWALKS SECURE OR STREETS DUE NECESSARY
<br /> PERMITS WITH I THE CONCRETE SHALL NOT CONTAIN CALCIUM CHLORIDE OR ANY OTHER ADMIXTURE 8.0 DOORS/WINDOWS (NOT USED)
<br /> CONSTRUCTION. CONTAINING CHLORIDE OTHER THAN NATURAL IMPURITIES.
<br /> 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)
<br /> THE ENTIRE SITE INCLUDING ADJACENT YARDS PASSAGEWAYS AND AREAS WHERE PERSONS NOT THE DRAWINGS. SHEET 1111.E
<br /> ASSOCIATED WITH THE CONSTRUCTION PROJECT MAY BE PRESENT
<br /> 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
<br /> BUILDING INSPECTOR BEFORE ANY CONCRETE IS POURED. L NON-SHRINK GROUT: SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL
<br /> F SIRLLT TREES: THE CONTRACTOR SHALL CLEANLY CUT TREE ROOTS EXTENDING INTO THE WORK BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
<br /> AREA. STREET TREES SHALL BE PROTECTED ACCORDING TO GOVERNING JURISDICTION STANDARDS. RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON
<br /> WHICH IT IS PLACED(3,000 P9 MIN.) SHEET NUMBER
<br /> I T-2
<br /> GENERAL NOTES SCALE: NONE 20 FLOT•Y'AIF• 1:1 0 24'*36': 1:2 0 11'+17'
<br />
|