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<br /> GENERAL NOTES: ABBREVIATIONS SPECIAL INSPECTIONS:
<br /> 1. DRAWINGS ARE NOT TO BE SCALED,WRITTEN DIMENSIONS TAKE PRECEDENCE,THIS SET OF AC AIR CONDITIONER JT JOINT SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2015 SECTION 1704.DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY,UNLESS NOTED AFF ABOVE FINISHED FLOOR LAM LAMINATED T •Mobile OTHERWISE.THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL AFG ABOVE FINISHED GRADE LF LINEAL FOOT SOILS/GEOTECHNICAL:
<br /> AFS ABOVE FINISHED SLAB MANUF MANUFACTURER o SHORING INSTALLATION AND MONITORING
<br /> MATERIALS,EQUIPMENT,LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE ALUM ALUMINUM MAX MAXIMUM
<br /> INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. ANCHOR BOLT MECH MECHANICAL ❑OBSERVE AND MONITOR EXCAVATION
<br /> ANGLE MH MANHOLE
<br /> 2.THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT ARCH ARCHITECTURAL MM MILLIMETER p VERIFY SOIL BEARING BEARING —PROJECT INFORMATION:
<br /> BTS BASE TRANSMISSION SYSTEM MIN MINIMUM o SUBSURFACE DRAINAGE PLACEMM ENT
<br /> REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE BLDG BUILDING MISC MISCELLANEOUS
<br /> SUBMITTED TO AND APPROVED BY,T-MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. BM BEAM MPH MILES PER HOUR ❑VERIFY FILL MATERIAL AND COMPACTION SEAWAY
<br /> BOT BOTTOM MTL METAL B.O. BOTTOM OF NIC ❑VERIY COND
<br /> ITIONS AS ANTICIPATED
<br /> 3. PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO
<br /> NOT IN CONTRACT BLVD/PUD/1NILLIVER
<br /> BOC BOTTOM OF CONCRETE NOM NOMINAL a PILE PLACEMENT(AUGER CAST/DRIVEN PILE)
<br /> FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. BOS BOTTOM OF STEEL NTS NOT TO SCALE SE1613E
<br /> CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT CONTROL JOINT OC ON CENTER ❑OTHER
<br /> DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED CENTER LINE OD OUTSIDE DIAMETER
<br /> CLG CEILING OH OVERHEAD REINFORCED CONCRETE: 2120 WEST CASINO ROAD
<br /> AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS,OMISSIONS,OR CLR CLEAR OPNG OPENING
<br /> DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY CMU CONCRETE MASONRY UNIT OPP OPPOSITE p REINFORCING STEEL AND CONCRETE PLACEMENT EVERETT,WA 98204
<br /> COL COLUMN (P PROPOSED ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION —ISSUED FOR:
<br /> AND IN WRITING. CONC CONCRETE P S PERSONAL COMMUNICATION SYSTEM
<br /> CONST CONSTRUCTION e PLATE ❑BATCH PLANT INSPECTION
<br /> 4.THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONT CONTINUOUS PR PAIR ❑SHOTCRETE BUILDING PERMIT
<br /> CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE D CENTERPSI POUNDS PER SQUARE INCH
<br /> DIA/❑ DIAMETER PSF POUNDS PER SQUARE FOOT ❑GROUTING
<br /> CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. DTL DETAIL PT PRESSURE TREATED ❑OTHER —REVISION HISTORY: CHIC.
<br /> RAD RADIUS
<br /> 5.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT EA EACH RD ROOF DRAIN NO. DAMN DESCRIPTION, BY'
<br /> DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, EXPANSIONER /EJOINT REINF REINFORCED/REINFORCING STRUCTURAL STEEL:
<br /> EXEC ELECTRIC/ELECTRICAL REQ'DMREQUIRED
<br /> METHODS, ❑FABRICATION AND SHOP WELDS
<br /> METHODS,TECHNIQUES,SEQUENCES, SAFETY,AND PROCEDURES FOR COORDINATING ALL PORTIONS ELEVATION RM ROOM
<br /> OF THE WORK UNDER THE CONTRACT. EQ EQUAL RIW RIGHT OF WAY a ERECTION AND FIELD WELDS AND BOLTING
<br /> EW EACH WAY SCHED SCHEDULE
<br /> EXP EXPANSION SECT SECTION a OTHER:
<br /> 6.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO EXT EXTERIOR SF SQUARE FOOT
<br /> MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES FLOOR DRAIN SIM SIMILAR
<br /> OR ORDINANCES TAKE PRECEDENCE. FIN FINISH SO FT SQUARE FOOTFIN FLR FINISH FLOOR SS STAINLESS STEEL STRUCTURAL ALUMINUM:
<br /> FLR FLOOR STD STANDARD ❑FABRICATION AND SHOP WELDS
<br /> 7.ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT FTG FOOTING STL STEEL
<br /> ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GA GAUGE STRUC STRUCTURAL ❑ERECTION AND FIELD WELDS AND BOLTING
<br /> GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS AND LAWFUL GALV GALVANIZED TEMP TEMPORARY ❑OTHER:
<br /> GYP GYPSUM THK THICK
<br /> ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND LOCAL GB GYPSUM BOARD T.O. TOP OF
<br /> AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. HM HOLLOW METAL TOS TOP OF STEEL
<br /> HOR HORIZONTAL TOC TOP OF CONCRETE STRUCTURAL MASONRY:
<br /> 8.GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION HR HEIG UN TYPICAL T UNLESS
<br /> HOUR TYP NOTED OTHERWISE ❑CONTINUOUS
<br /> DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT.THIS SET IS A HVAC HEATING VENTILATION AIR CONDITIONING VCT VINYL COMPOSITION TILE ❑PERIODIC A 8/14/2019 REVISED PER REDUNES BJT
<br /> VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK"FOR CONSTRUCTION" INSULINSULATION VERT VERTICAL
<br /> INT INTERIOR W/ WITH ❑OTHER: � REVISED PER UPDATED
<br /> AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS/ENGINEER'S SIGNED WET STAMP. WWM WELDED WIRE MESH /'1 81S�019 REDUNES BJT
<br /> 9.THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORKMISCELLANEOUS: �
<br /> DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,COLLAPSE,ETC.ACCORDING TO APPLICABLE LEGENDS&SYMBOLS \
<br /> a OTHER: /z 423/2919 REVISED PER REDLINES BJT
<br /> CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES. CHAIN LINK FENCE — x x x x x — 321r2919 ISSUED DESIGN REVIEW B.:T
<br /> CEDAR FENCE ANCHORING TO CONCRETE 1
<br /> 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. =PLANS PREPARED BY:
<br /> POWER — P — P — P — P — P — P — P — P — 0 BOLTS INSTALLED IN CONCRETE
<br /> 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION TELCO — T — T — T — T — T — T — T — T — 0 POST-INSTALLATION ADHESIVE ANCHORS
<br /> AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY POWER/TELCO — P — T — P — T — P — T — P — T — 0 POST-INSTALLATION MECHANICAL ANCHORS B.J.THOMAS, P.E.
<br /> THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND COAX — COAX — COAX — COAX — COAX — COAX — 7607 80TH AVE NE
<br /> THE PROJECT.THE T-MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OVERHEAD POWER —OH OH off off off
<br /> OF THE REPAIRED CONSTRUCTION.ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MARYSVILLE,WA 98270
<br /> MADE AT THE CONTRACTOR'S EXPENSE. CENTERLINE — — — —
<br /> 12.WHERE NEW PAVING,CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION,THE REVISION BUG /1\ 206-851-1 106
<br /> CONTRACTOR SHALL MATCH THE EXISTING PITCH,GRADE,AND ELEVATION SO THE ENTIRE DETAIL NUMBER —DRAWN BY: CHI.BY:
<br /> STRUCTURE SHALL HAVE A SMOOTH TRANSITION.
<br /> ELEVATION VIEW BUG
<br /> 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS,WALL,CEILING,OR OTHER JL DJ
<br /> CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, SHEET NUMBER
<br /> ELECTRICAL,OR STRUCTURAL MODIFICATIONS.WHERE THE EXISTING CONSTRUCTION DOORS, XXXX
<br /> ELEVATION VIEW BUG TOP OF X di —UCENSURE:
<br /> XX'PARTITIONS,CEILING,ETC.,ARE TO BE REMOVED,MODIFIED,OR REARRANGED OR WHERE THE X -X"AGL
<br /> EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL,SYSTEMS ARE ADDED OR MODIFIED,THE GENERAL DETAIL NUMBER
<br /> CONTRACTOR SHALL REPAIR,PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL DETAIL BUG
<br /> FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED,THE SHEET NUMBER '(� �.`,a ws 1s
<br /> CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND.WHERE DETAIL NUMBER y4^r�! /: fir•
<br /> CONCRETE CONSTRUCTION IS MODIFIED,THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE " 'o
<br /> USED FOR CONSTRUCTION.ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. SECTION BUG 8 .
<br /> SHEET NUMBER tr ��ti�
<br /> 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED /sleh.
<br /> PLANS,THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE 'ssY)/\I t:1-.
<br /> CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING
<br /> WITH THE WORK.IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR
<br /> PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED —DRAWING INFORMATION:
<br /> CHANGES BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR AND SUBCONTRACTORS SHALL DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY
<br /> BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
<br /> AUTHORITIES DURING THE EXECUTION OF THE WORK. ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS
<br /> DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
<br /> 15.CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR
<br /> OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED
<br /> CONSTRUCTION. CLIENT IS STRICTLY PROHIBITED.
<br /> _'' DRAWING TITLE:
<br /> 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID ,; ; 1' E V E R ET I
<br /> DISTURBING NORMAL BUSINESS.
<br /> s_::: as"' I'"'�9
<br /> 17. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L.LISTED OR FIRE MARSHAL Ida a #� 9
<br /> APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. GENERAL. NOTES
<br /> 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES,SCHEDULING,COORDINATING CALL TWO WORKING DAYS BEFORE YOU DIG
<br /> SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 6Ic11
<br /> _ 811 [DRAWING NUMBER:
<br /> 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING
<br /> CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. I/ NATIONAL UTILITIES UNDERGROUND LOCATE
<br /> SAFETY PRECAUTION SHALL ELECTRIC-RED TEUCATV-ORANGE
<br /> 20. ROUTING OF ALL CONDUITS,CABLES,CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION BE IMPLEMENTED BY SEWER-GREEN PROPOSED-WHITE
<br /> ONLY.CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T-MOBILE CONSTRUCTION CONTRACTORS)AT ALL
<br /> G . 1
<br /> TRENCHING IN ACCORDANCE GAS/OIL-YELLOW WATER-BLUE
<br /> MANAGER PRIOR TO STARTING WORK. WITH CURRENT OSHA SURVEY-PINK
<br /> STANDARDS
<br /> 211 --H
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