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SYMBOLS & GENERAL NOTES PROJECT SPECIFICATIONS
<br /> LR/drrlNB•5114130L4. DIVISION I-GENERAL REQUIREMENTS
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<br /> • EM=HOOD FRAMING V-= z
<br /> AM SECTION 01000-PROJECT REQUIREMENTS Temporary 1. Provide temporary facilities and connections as required for the proper SECTION 02200-EARTHWORK-CONT.
<br /> BUILDING SECTION [=M3 SHIM OR BLOCKING W
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<br /> ® Scope: 1. The scope of the project is as described in the drawings and Facilities: completion of the project. 4. Backfill and Fill Materials:Satisfactory soil materials free of clay,rock or gravel a �-�_
<br /> PLYWOOD specifications. 2. Owner will pay for utility service consumed.Do not waste. larger than 2 inches in any dimension,debris,waste,frozen materials,vegetation, litFINISH WOOD 2. Phasing: 3. Provide temporary protection for adjacent areas to prevent contamination by and other unsuitable materials. 4 R ''
<br /> /(N I WALL SECTION I I EXISTING MATERIALa.PHASE 1:All work except that shown involving the kitchen,masterbath,
<br /> dust and debris. 5. Comply with Structural Notes on Sheet 5-1. • ��ta
<br /> �' STUCCO ON LATHmasterbath,powder bath,and adjacent hallway.All exterior work 4. Provide temporary barricades as necessary to ensure protection of the public. `
<br /> 1 ^T>1 Ewe oR DETAIL INDICATOR b.PHASE 2:All work not included in Phase I. accumulation of trash and waste materials. 2. Provide compaction under structures,building GYP.SHEATHIPIG including new windows and doors are included in Phase 1. 5. Provide suitable waste disposal units and empty regularly.Do not permit Installation: 1. Comply with requirements of Section 01000-Project Requirements.
<br /> ® dding slabs,steps,pavements,and
<br /> SECTION ®PARTICLE/WED
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<br /> 6. Provide for temporary sanitary facilities. walkways;95 percent maximum density,ASTM D 698,modified Proctor. $
<br /> ®BRICK/MASONRY Permits: 1. The owner has applied for necessary permits from the City of Everett. 7. Maintain egress within and around construction areas. 3. Provide compaction under lawns or unpaved areas;90 percent maximum density,
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<br /> st DETAIL INDICATOR
<br /> other required permits,including utility company service - 8. Provide fire extinguishers in work areas during construction. ASTM D 698,modified Proctor.
<br /> H r. s....../ PLAN PLAN lM11@tIP19 applications,are the responsibility of the contractor. 9. Provide temporary protection for adjacent construction.Promptly repair any 4. Provide grading tolerance for]awns unpaved areas and walks of plus or minus 1
<br /> EYP soWALL damage at no additional cost to the Owner. nch
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<br /> Crag WALL Intent: I. Drawings and specifications are intended to provide the basis for the 5. Provide grading tolerance for pavements of plus or minus 1/2 inch.
<br /> 4/2511), INTERIOR ELEVATION proper completion of the Project suitable for the intended use of the Products and 1. Provide products and materials specified Request Architect's selection of 6. Provide grading tolerance for fill under building slabs of plus or minus 1/2 inch g
<br /> INDICATOR Ma=BRICK WALL OR VEIN
<br /> Owner. Substitutions: colors and accessories in sufficient time to avoid delaying progress of the measured with 10 foot straightedge. '8
<br /> I I EXIST.WALL TO REMAIN 2. Items not expressly set forth but which are reasonably implied or work `t
<br /> REVISION INDICATOR C 7 EXIST.WALL TO BE necessary for the proper performance of this work shall be included. 2. Submit requests for substitutions shall be in writing,including reasons. SECTION 02711-DRAINAGE SYSTEMS o
<br /> ® REMOVED Submit sufficient information for Architect to evaluate proposed substitution. Summary: 1. Provide foundation and storm drain systems around buildings as shown on
<br /> Coordination: I. Coordinate the work of all trades. 3. Remove and replace work which does not conform to Ore contract documents Archrtectmal plans.
<br /> NOTE INDICATOR a. Stormwatet collection for downspouts and site drains.
<br /> SEE NOTES THIS SHEET 2. Prepare coordination drawings for areas above ceilings where close at no additional expense to the Owner. p°
<br /> DOOR tolerances are required between building elements and mechanical and b. Foundation drains with drainage fabric.
<br /> PARTITION TYPE u u I WINDOW electrical work. Installation: 1. Inspect substrates and report unsatisfactory conditions in writing. cit g
<br /> AINDICATOR-SEE 3. Verify location of utilities and existing conditions.Notify Architect of 2. Do not proceed until unsatisfactory conditions have been corrected. Products: 1. Pipe and Fillings:
<br /> PARTITION SCHEDULE -•-•- BEAM OR HEADER ABOVE a. Downspout collection:Polyvinyl ChlorideSewer Pipe and Fittings: O W a
<br /> conditions differing from those indicated on the Drawings. 3. Take field measurements prior to fabrication where practical.Form to w'°sP° (PVC) .1 %
<br /> ^ ` `--,SING An /n ASTM D 3034,SDR 35,bell-and-spigot ends,Fittings shall be glued or rn
<br /> l� HANGER CowlEenoN - 4. Verify dimensions on Drawings with dimensions at the Project.Do not required shapes and sizes with tate edges,lines and angles.Provide insertsQ, '
<br /> SCHEDU.E -•a BEAM OR JOIST HANGER scale Drawings. and templates as needed for work of other trades. gaskered•Provide adapter fitting at each end to prevent debris intrusion. ®M WW
<br /> 4. Install materials in exact accordance with manufacturer's instructions and b. Footing Drains:Perforated,Polyvinyl Chloride(PVC)Sewer Pipe and ❑®®q F ^
<br /> O WINDOW SCHEDULE approved submittals. Fittings:In accordance with WSDOT Specification Section 9-05.2(6), t. a
<br /> Cutting and I. Provide cutting and patching work to properly complete Ore Project.
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<br /> Patching: 2. Do not remove or alter structural components without written approval. 5. Install materials inrelation with adjacent construction and withproper AASHTO M278.ABS,ADS,or other corrugated pipe is not acceptable.
<br /> 8 P aPP proper J ri]lig"X U
<br /> X DOOR SCHEDULE 3. Cut with tools appropriate for materials to be ran. appearance. Clean-outs shall be provided so all pipe and fittings can be easily cleaned. N ar Vo
<br /> 4. Patch with materials and methods to produce patch which is not visible 6. Restore units damaged during installation.Replace units which cannot be 2. Accessories:Pipe couplings,cleanouts,sleeves,and drainage conduits. 01 ¢ c
<br /> from a distance of five feet. restored at no additional expense to the Owner. 3. Geotextile Fabric for foundation drains:Marafi 140N. ffi
<br /> 68492k 11078 5. Do not cut and patch in a manner that would result in a failure of the 7. Refer to additional installation requirements and tolerances specified tinder r. ;❑
<br /> I. DO NOT SCALE DRAWINGS.CONTRACTOR TO VERIFY DIMENSIONS AT THE SITE. work to perform as intended,decrease fire performance,decrease individual specification sections. Installation I. Comply with requirements of Section 01000-Project Requirements. fes. 0
<br /> 2. ALL WORK SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE W/WASHINGTON 3
<br /> STATE AMENDMENTS 6 TIC 2012 WASHINGTON STATE ENERGY MD VENTILATION CODES. acoustical performance,decrease energy perfOtIDancn decrease
<br /> SECTION 02900-LANDSCAPING 3
<br /> B. THE DRAWINGS ARE DIMENSIONED AS FOLLOWS,UNLESS NOTED OTHERWISE: operational life,or decrease safety factors. Closeout: 1. Prepare punchlist for remaining work for review by the Architect. _
<br /> S 1. Provided under separate contract.
<br /> A.ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF CONCRETE,STRUCTURAL MASONRY(NOT 2. Complete punchlist items promptly.' epaza 1
<br /> INCLUDING VENEERS)OR FRAMING NOT INCLUDING SHEATHING/U.N.O. Field 1. Verify and locate utilities. 3. Submit operating manuals,maintenance manuals,and warranty information. 2
<br /> a.ALL INTERIOR DIMENSIONS ARE TO THe FACE OF FRAMING,CONCRETE,OR STRUCTURAL Engineering: 2. Surveyand layout improvements, END OF DIVISION 2
<br /> MASONRY,EXCEPT WHERE A CENTERLINE DIMENSION LINE 15 INDICATED. En�Il 8' Y utilities,structures,and components. 5. Obtain and submit COPY it occupancy N
<br /> 4. DIMENSIONS TO FLOORS ON SECTION AND ELEVATION DRAWINGS ARE TO THE TOP OF 6. Train Owner in use of building systems. DIVISION3_CONCRETE
<br /> S B-FFLOOR OR DECKING AT FRAME CONSTRUCTION TOP OF CONCRETE AT CONCRETE Q ty 1• Comply with applicable codes,regulations,ordinances and requirements 7. Remove temporary facilities and provide final cleaning and touch-up. y
<br /> CONSTRUCTION,MD TOP OF STS FRAMING AT STEEL CONSTRUCTION. Assurance: of authorities having jurisdiction,including accessibility guidelines where 8. Restore portions of budding,site improvements,landscaping and other items SECTION 03300_CAST_IN_PLACE CONCRETE
<br /> 5. VERIFY ALL DIMENSIONS IN THE FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES applicable.Submit copies of inspection reports,notices and similar damaged by construction operations to the satisfaction of the Architect at no Summary. 1. Provide plant_mixed cast_in_place concrete.
<br /> DISCOVERED BETWEEN DRAWINGS AND ACTUAL CONDITIONS BEFORE FROCEEDING.VERIFY documents to Architect. additional expense to the Owner. a. Footings,foundation walls. TO
<br /> EXACT DIMENSION OF PREFABRICATED COMPONENTS IN THE FIELD. s
<br /> 2. Provide products of acceptable manufacturers which have been in b. Exterior and interior slabs. c
<br /> satisfactory use in similar service for three years.Comply with the SECTION 01020-ALLOWANCES 2. Comply with ACI 301,Specifications for structural Concrete for Buildings,ACI °'
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<br /> manufacturer's recommendations for use and installation. Summary: 1. Include scheduled allowances in the project cost;allowance is for cost of 318,Building Code Requirements for Reinforced Concrete,and CRSI Manual of $
<br /> 3. Use experienced installers.Furnish evidence of experience if requested materials only,delivered and unloaded at the site.Allowances are for Standard Practice.
<br /> 4. Deliver,handle,and store materials in strict accordance with manufacturer's materials only.Installation and all other costs are to be included in base 3. Comply with structural notes on drawings(Sheets S-1).
<br /> iosttuctions. price and separate from allowance amounts. v_
<br /> 5. Use of any supplier or subcontractor is subject to Owner's approval. 2. Submit invoices to indicate actual quantities of materials delivered and costs. Products .1. Concrete Design Mixes,ASTM C 94,28 Day Compressive Strength: $
<br /> 6. Engage and pay for testing agencies as required.Refer to individual sections Indicate amounts of applicable trade discounts. a. Foundations,and Footings:2500 psi. _
<br /> for additional requirements. b. Slabs on Grade:3000 psi compressive strength.
<br /> ABBREVIATIONS Allowances: 1. Finish Hardware,lump sum:$1,500(See Section 08710) 2. Formwork:Plywood or metal panel formwork sufficient for structural and visual le o
<br /> 2. Carpet
<br /> rnAA,e n aPAvaen 3. V $/sq d),trait ice:$20requirements.�+P P cY anPPo .;
<br /> a. Me plastic or tubes for cylindrical columns and supports. a d
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<br /> OM aRNee 1T+, JANnon era maws SAM /mar'Areamarmot Y( s4'Y ) price: Q C
<br /> A'0 1}1010NS P. RanCOROMS ,RAMP TPNEPNRen 4. Tile($/s.£),unit price:$10 3. Reinforcing Materials:
<br /> ACT reap cen.vn+ue >r JOIST Tea revo.rmol v MAO..
<br /> AO MOrer •2 APT P. MAR AN 6 PERIMua S 'PORISZE . 5. Lighting Fixtures(see Section 16000). a. Reinforcing Bars:ASTM A 615,Grade 60 deformed reinforcing bars
<br /> AAP AO v'DO°`M'e�v. ES "`"l.mm t APS OR %r. P.M ,n0 ,TV 6. Plumbing Fixhues:(see Section 15000) (Grade 40 where allowed by structural notes). „
<br /> 'AG. r DETACH.t�L,i,A.T°R ,KRNOR 0 „nvmw, 'X°Aa or.. b. Steel Wire:ASTMA82. f'or
<br /> numre MAN GI MANSION ver'&scu scum.AS RR 9 3 00
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<br /> APP ^00R ori �A^ BATOR APT o a rc SECTION 01030-ALTERNATES c. Steel Wire Fabric:ASTM A 185,welded fabric. ,0 0;
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<br /> ,0'°'0�wAAbe '0 "�"" Y KO �T PRAN IASTER rz S 1. Submit price for each alternate.Include cost of modifications to other work d. Fiber Reinforcement Engineered polypropylene fibers for secondary '� g;"'3 8
<br /> rz er< ar.OR,rz . APS/SWORE P. SP ��' reinforcement of slabs. 3.�O -
<br /> NIM AL.. E° 6lLTELAI PANEL PLR.. R,R RLEr.NElel 1 a?f u
<br /> ANAP WOO. EPP WOW RsennM PAR w „°w, toancemmadatealtemate.Owrerwiltdetermimewhichalteroamsare o.
<br /> .02921124111 m EPDXY PART 4. Concrete Materials:ASTM C 150, Portland cement;potable water.
<br /> ASPRON ..PROXMArz COU. t r PSP P ret SWAPS POST selected for inclusion in the Project Type I, •5 a a
<br /> r'O" AGM.`" n SOO�"S a �.om" PNNOOPO`9°'S a II.R vNa:x a. Normal weight aggregates,ASTM C 33. 9 g a 3 ti'
<br /> Z AYRALr EH,RAT c%w WO PueeTM.verse.VAT ,exs... I c o
<br /> AMSTAR uv ATORT rarest roars,. 3... b. Light
<br /> oa oRwe°no,, LB PONS/W 0%T PTL Parma.f u.. nen �A Alternates: 1. See Instructions to Bidders issued by Architect Sh weight aggregates,ASTM C 330. 'g ._e
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<br /> AV ,v"o'UST..POLL MEL Dr o'0'wE""Om „0a MR V VA PAM O c. Fly Ash ASTM C 618,Type F. = g-9 8
<br /> onPAN IP LATER
<br /> u NOT °Oran Tec VS to END OF DIVISION 1 AN d Fiber Reinforcement Polypropylene fibers for secondary reinforcement,
<br /> EEL WAR " LN ram"RAND
<br /> METAL R MMe w PwrzR ASTM C 1116, III. a ill 11
<br /> LKR DIVISION 2-SITEWORK 5. Concrete Admixtures:Containing less than 0.1 percent chloride ions. .0 g W s•E
<br /> MPS BAD.rz AU. At./ FM 6a'°'-
<br /> ILK ro RAT OAR LOOTPROOP,,<MPOmr yr a. Air_EntrainingAdmixnue:ASTM C 260,for exterior exposed concrete and
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<br /> ELKO RBMKIW Po BOOR N LPL L.A..MOV/.MEM NT RNNATGR Y. MOO
<br /> . AZ Re TONS.ONRM? LAO ein'a" R ` Y._ „N SECTION 02100-SITE PREPARATION foundations exposed m freeze thaw.
<br /> SR SRS CRATE reR P PPM L. `®0Xi Won aevnO.0 NOG A.ase Summary: 1. Provide temporary erosion control,siltation control,and dust control as shown or b. Water Reducing Admixture:ASTM C 494,Type A,for placement and
<br /> SRR°�R auarRer aarra-ee,"'°, RS""eS, TT u Mr RIM MT9 caw ,w,.RRE"JO' required by permit documents. workability.
<br /> ES a o0 CMPL PL FLOOR oar RewauTO R w Rum AZIPS h 2. Provide temporary protection of adjacent property,structures,vegetation, a h igh_Range Water Reducing Admixture,Super Plasticizer.ASTM C 494,
<br /> W:,r BAaatr RA.S. M. laBONNT Mr PIRVORCBSVO) 9T..EARNER
<br /> RR OEM.UP PRO PO"O°APTOR NM '"1°i0L �TE M T benchmarks,and monuments.Repairanydamage due to construction activities. F or G for placement and workability.
<br /> BOOP r MAPMM /RmTReen S P
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<br /> POP An A.or MAI MO e" t "" ''e°®1°S PAM. 3. Provide removal and legal disposal of cleared materials not to be stockpiled. d. Water Reducing,Accelerating Admixture:ASTM C 494,Type E for
<br /> $ ....., RI. ROMEO
<br /> ,. PIRORORETAR°ANTTave7 MEOW MSS Li<:'o0� placement and workability.
<br /> O. Or T rt POP TOc.N. Produces: 1. Erosion control,siltation control,and dust control e. Water_Reducing,Retarding Admixture:ASTM C 494,Type D for G)
<br /> C. �ORM=UAWG°OWTRAcr. IST PIMORNS ERS„w ,'4ae S MOM materials as specified or as suitable for site conditions. placement and workability.PM/PVT ME. tOGANICAL RO ROAR MANS
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<br /> CEM 0404f°tTi•GOO 'asMPS aooMAArus MPAS 6. Auxiliary Materials: C"CI 0) =O
<br /> r0HnT'''..4-TLc Oeo+SS to noon bR McOMAM I # r TR.
<br /> �'°Sav,a Poor Installation: 1. Comply with requirements of Section 01000-Project Requirements. a. Vapor Barrier:ASTM E 154 polyethylene sheet,6 mils. T�
<br /> c.1 ..r V OS ,off AR SOLO ORE a �rz b. Liquid Membrane_Fomilng Curing Compound:ASTM C 309,Type 1, a•rj
<br /> CLEAR Re OelW.LLN,RAGvoe M. MerxgTR 11. ASO MOSELUNERS WES t GOMA LAO ClassA 4)
<br /> ow, CLEAR OAwmc 0000, Rea GRAIN
<br /> en Q°°"` S° �r RNA.Roo SECTION02200-EARTHWORK •p -0
<br /> OwuOT=tenno RAPT a SOLVAY.IRON MOATS STORE BARRA:R c. Water Acrylic Membrane Curing Compound:ASTM C 309,Type 1, �y
<br /> 00 ERCT a.E �,SLAM, NAae SRS __�� Summary: 1. Provide excavation,filling,compaction,and grading for buildings,site
<br /> col. coLusi ce..on ,canow 0Y' Ohm,PLASM our n„n ®RI �, SI. improvements,and utilities. Class B. c y'
<br /> d Bonding Compound Polyvinyl acetate or acrylic base. ❑ L. +�".�
<br /> COW MPS..LOOSSR SRAM
<br /> M,MfSS ROAMS S. ar".aA LAC.. 2. Provide suitable materials for subbase,drainage fill,and backfill for slabs, C^ N
<br /> «.M, „o ORAS Mw. MwoN .ET.a e. Epoxy Adhesive:ASTM C 881,two component material. •4; tom,
<br /> _ R.uEOAP° H. LLI.RK SPECS ASCII LRT,ONE pavements,and improvements.
<br /> OOMR a. `C01",o tie 0°'"ou 061'0 °P..GAT.On 017.14 TM S S,OS. 3. Provide additional materials from offsite if required installation 1. Comply with requirements of Section 01000-Project Requirements and structural -"p ^' W
<br /> oORR,u `RAT® SS 4 Provide removal and legal disposal of excavated materials. notes on drawings.
<br /> rfOr 'A",O m E® '�S ro " co..,CP GRANT PLASTER NAA NM. n µe,AN R A OR°es 5. Provide erosion control and control of runoff during earthwork operations.
<br /> CPS GALOGARD 2. Comply with ASTM C 94,CRS/Manual of Standard Practice,and ACI
<br /> SISEL«,TRINE NL N.ra..,Pl roONc sin MEMAO. STO L 6. Comply with Structural Notes on Shea S-1 in the drawings. publications.
<br /> GT GEM.TILE MCPOM CEPA.MALL RE TER R.710 RR 1A0O` 3. Provide Concrete Finishes For Formed Surfaces:
<br /> WAR .0221APE SV$, S,R,c, z:AuWM. Submittals: 1. Submit list and source of materials from offsite,and submit proposed location a. Surfaces Not Exposed To View:As_cast form finish.
<br /> O DEMON. N'P P COAT.MAMS a °o"r�,`�OR SYRSys for disposal of excess materials. b. Surfaces Exposed To View:Smooth form finish.
<br /> GOO SYSTEM
<br /> IAAate` m.0'Qt 0 ST W,°Nwx A. OK! R •� 4. Provide Concrete Finishes for Monolithic Slabs:
<br /> careDIAMTER MP. _ Products: 1. Subbase Material(Slabs on Grade):Free draining sand or gravel for use as a. Trowel&Wish for interior surfaces to be exposed to view.
<br /> SIA OPms0 GRA capillary break slabs on de.Overlay with 6 mil vis ueea
<br /> 00P 0820 1.0. I.N. MOM/VEMATINS/ ON O+eou/0.84EA0 TA.
<br /> aP mY gra aY 4 b. Exposed aggregate finish at exterior slabs,chemical retarder type.Apply
<br /> Of.a,,,, ° o, ,o,es� SAO 2. Structural Fill:Consult geotechnical engineer if required.
<br /> 0°Ps Tomes acrylic sealer after curing
<br /> CO .OR„00.1 "P r TNS R 0RCO.0 TOP•SOMA 3, Drainage Fill:Clean(less than 3 percent fines),fine draining granular material n p�
<br /> OR
<br /> Iu PA RAMATL ATLAS _ TOS TOP OP (i.e.pea gravel)or drainage composite placed along back of basement walls END OF DIVLSION 3 /17�
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<br /> ST ennem'OWN Nr same P,;A TT.Ma P;, extending from the footing drain to within l foot of finished grade. Al�Z
<br /> Es. OO,RA61. IMV Z PART ;A".444/PNmAL Tru. TOPEPum SPECIFICATIONS CONTINUED ON SHEET A1.3
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