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<br />~CD ?c~~~~~~:?:' PLAN
<br />
<br />DEMOLITION NOTES
<br />
<br />I. REFER TO FLOOR PLAN FOR Al.L
<br />PROPOSED REMODEl. l.AYOUT OF
<br />PARTITIONS. OPENINGS. ETC.
<br />
<br />2. REFER TO EXTERIOR
<br />ELEVATIONS FOR PROPOSED REMODEL
<br />WALL AND FASCIA FINISHES. AND
<br />OPENINGS AS SCHEDULED.
<br />
<br />3. THE CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR ALL CUTTING.
<br />FITTING. AND PATCHING REQUIRED
<br />FOR PROPER INSTALLATION AND
<br />COMPLETION OF WORK. ALL
<br />PATCHING SHALL MATCH EXISTING
<br />OR NEW ADJACENT SURFACES.
<br />
<br />~. ALL WORK SHALL COMPLY WITH
<br />THE REQUIREMENTS OF THE LOCAL
<br />BUILDING CODE ~ ACCIDENT ~ FIRE
<br />PREVENTION REGULATIONS.
<br />
<br />5. THE CONTRACTOR'S STAFF
<br />RESPONSIBLE FOR DEMOLITION
<br />SHALL BE EXPERIENCED IN THIS
<br />TYPE OF WORK. EQUIPMENT IS TO
<br />BE OF SUITABLE TYPE. IN GOOD
<br />WORKING CONDITION. ~ OPERATED
<br />BY SKILLED MECHANICS.
<br />
<br />6. ALL WORK SHALL BE DONE IN A
<br />SAFE ~ CAUTIOUS MANNER IN ORDER
<br />TO AVOID ACCIDENTS ~ PROPERTY
<br />DAMAGE. DEMOLITION METHODS
<br />SHALL BE THE CONTRACTOR'S
<br />RESPONSIBILITY.
<br />
<br />7. THE CONTRACTOR IS
<br />RESPONSIBLE TO PROTECT THE
<br />ADJOINING SPACES FROM DIRT
<br />~ DAMAGE CAUSED BY DEMOLITION
<br />WORK. ALL WORK DAMAGED SHALL
<br />BE REPAIRED AT NO COST TO THE
<br />OWNER.
<br />
<br />B. CAREFULLY DISMANTLE ~ STORE
<br />ON SITE ALL MATERIAL ANDIOR
<br />EQUIPMENT SCHEDULED 10 BE
<br />REUSED. PROTECT UNTIL
<br />REINSTALLED OR UNTIL ITEMS
<br />BECOME DEEMED SALVAGED
<br />MATERIAL.
<br />
<br />9. ALL SALVAGED MATERIAL.
<br />UNLESS OTHERWISE NOTED ON PLAN
<br />~ APTER OWNER'S VERIFICATION.
<br />SHALL BECOME THE PROPERTY OF
<br />THE CONTRACTOR. PROMPTLY
<br />REMOVE ALL SALVAGED MATERIAL
<br />FROM THE CONSTRUCTION SITE AS
<br />THE WORK PROCEEDS.
<br />
<br />10. THE CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR ALL DEMOLITION
<br />~ REMOVAL OF EXISTING
<br />PARTITIONS. SOFFITS. DOORS.
<br />FRAMES, ANY MECH. OR ELECTRIC
<br />EQUIP.. WALL TREATMENT. FLR.
<br />COVERING,. ETC, AS REQUIRED FOR
<br />PROPER INSTALLATION OF NEW
<br />WORK.
<br />
<br />11. CONTRACTOR SHALL PROVIDE
<br />TEMPORARY BARRICADES PER LOCAL
<br />ORDINANCES. ~ ALL TEMPORARY
<br />LIGHTING. HEATING. ~ TELEPHONE
<br />BOARD AS REQUIRED.
<br />
<br />12. CONTRACTOR TO VERIFY
<br />COMPLETED DEMOLITION CONDITION
<br />WITH OWNER ~/OR ARCHITECT PRIOR
<br />TO BEGINNING ANY NEW
<br />CONSTRUCTION.
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<br />I . GENERAL CONTRACTOR SHALL
<br />VERIFY ALL CONDI r IONS AT THE
<br />JOB SITE ~ NOTIFY THE OWNER
<br />LIOR ARCHITECT OF ANY
<br />OMISSIONS. DIMENSIONAL ERRORS
<br />OR DISCREPANCIES PRIOR TO
<br />REG INNING OR FABRICAIING ANY
<br />wonK.
<br />
<br />2. THE
<br />DRAWINGS
<br />SCALE.
<br />
<br />DIMENSIONS ON THESE
<br />IN ~ L CASES SUPERCEDE
<br />
<br />3. THE WOR>' I NCLlJD~_ S THE
<br />FURNISHING OF ALL LABOR.
<br />MAIERIAl. EOUIPMENT ~ SERVICES
<br />REQUIRED FOR fHE COMPl.ETION. IN
<br />PLACE. OF ALL WORK SHOWN IN
<br />IHESE DRAWINGS. ALL SUCH WORK
<br />SHALL BE DONE IlY THE GENERAL
<br />CONTf1ACTOR UNLESS NOTED
<br />liThi::nWISE.
<br />
<br />4, ALL WOOD STUDS ~/OR BLOCKING
<br />TO BE FIRE-REIARDANT TREATED If
<br />REQUIRED BY LOCAL OR STAlE
<br />CODES.
<br />
<br /><; . ALL IN T E R I OR PI\f1 TIT IONS TO
<br />BE FABRICATED OF WOOD SIUDS ~
<br />16"0.C. ~ 1/2" GYP. OD.. UNLESS
<br />NOTED OTHERWISE. DIMENSIONS
<br />ARE TO FACE OFGYP. BD.UNLESS
<br />NOTf:D OTHERWISE.
<br />
<br />6. "0.5.0.1." = OWNER SuPPLIED
<br />~ OWNER INSTALLED ITEMS.
<br />"O.S.C.I. "= OWNER SUPPLIED,
<br />CONTRACTOR INSTALLED ITEMS.
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<br />7. Al.L I TEMS NOTED AS "BY
<br />OWNER" SHALL BE INSTALLED B\
<br />GENERAL CONTRACTOR.
<br />
<br />B. GENERAL CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR SECURING ALL
<br />REQUIRED BUILDING PERMITS ~ FOR
<br />INSURING THAT ALL ~ORK CONFORMS
<br />TO A?PLICABLE BUILDING CODES.
<br />
<br />9. PATCH ALL SURFACES TO MATCH
<br />EXISTING AS REQUIRED.
<br />
<br />10. GENERAL CONTRACTOR TO
<br />RECE I VE. HANDLE. 51 ORE IF
<br />NECESSARY ~ BE RESPONSIBLE FOR
<br />ALL MATERIAL PROVIDED BY
<br />OTHERS. ALL MATERIALS TO BE
<br />ACCOUNTED FOR UPON RECEIPT ~
<br />ANY MISSING OR DAMAGED PARTS
<br />SHALL BE REPORTED TO THE OWNER
<br />IMMEDIATELY.
<br />
<br />11. CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR PROTECTING ALl.
<br />ADJOINING AREAS. LOBBY. E~C.
<br />FROM DIRT ~ DAMAGE CAUSED BV
<br />DEMOLITION OR NEW CONSTRUCTION
<br />WORK.
<br />
<br />GENERAL CONTRACTOR SHALl
<br />OVER THE PROJECT 10 HIF.
<br />IN COMPLETE OPERAI ING !.
<br />CLEAN CONDITION,
<br />
<br />12.
<br />TURN
<br />OWNER
<br />BROOM
<br />
<br />13. GENERAL CONTRACTOR TO OE
<br />RESPONSIBl.E FOR ANY AND AIL
<br />WORK REQUIRED TO ADAPT EXISTINI,
<br />H.V.A.C. SYSTEM (DUCIS,
<br />GRILLES. ETC. I TO TilE
<br />CONSTRUCTION DOCUMENTS
<br />(INCLUDING SPECIFIC OR IMPLIED
<br />REVISIONS NECESSARY TO THE
<br />FINISHED PRODUCT.)
<br />
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<br />I 1 ~ . THESE !DOCUMENl S DO NO r
<br />INCLUDE HVAC. ELECTRICAL AND
<br />PLUMB I NG DRAWl NGS; GENERAL
<br />CONTRACTOR TO INCLUDE IN HIS
<br />FINAL BID ALL WORK APPLICAOI.E
<br />TO THESE I TEMS PER OWNERS'
<br />~COMMENDATIONS. ANY
<br />ADDITIONAL DRAWINGS REQUIR~D
<br />FOR BUILDING PERMIT TO BE
<br />FURNISHED BY SUB-CONTRACIOR UF
<br />APPLICABLE TRADES UNDER DIRECT
<br />SUPERVISION AND RESPUNSIBILIIY
<br />OF THE GENERAL CONTRACTOR.
<br />
<br />15. SOLARIUM GI~ZING UNIT TO BE
<br />O.S.O. I. GENERAL CONTRACTOR TO
<br />VFRIFY DIMENSIONS AND DETAILS
<br />~II11I SOLARIUM SUP'LIER PRIOR TO
<br />CONS I IlUL T I UN. i'NY ADD I II ONAL
<br />DRAWINGS OR LOAD CALCULATIONS
<br />1)1" THf- SlIl ARIUM GLAZING IINI!
<br />REQUIRED F(lR BUILDING PERMI I
<br />WIll HE SUPPLIED HY SOLARIUM
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<br />SCALE: 1/4" : 1 '-0.
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<br />STRUCTURAL NOTES
<br />
<br />1.
<br />
<br />The soil subgrade for all footings and slabs shall be
<br />inspected and approved by the owner's soils testing laboratory
<br />immediately prior to pouring concrete.
<br />
<br />2 .
<br />
<br />The soil subgrade for all slabs on grade shall be compacted to
<br />95% standard proctor density at optimum moisture content.
<br />
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<br />
<br />All original and/or unsuitable materials shall be removed and
<br />backfilled with select fill (P.I,~15) compacted to 95%
<br />standard proctor density at optimum moisture content.
<br />
<br />4 .
<br />
<br />No footings or slabs shall be poured into or against subgrade
<br />containing free water. frost or loose debris.
<br />
<br />S,
<br />
<br />All concrete shall be normal weight with hardrock aggregate,
<br />with a minimum compressive strength in 28 days of JOOO P.S.I,
<br />
<br />6.
<br />
<br />Water-reducing a~ixture shall be used in all concrete when
<br />temperature is 80 F. or above and shall conform to ASTM
<br />A-494-71. Admixture shall be non-lignon and chloride free.
<br />"PSI" as manufactured by Gifford-Hill & Co.. or "Pozzolith" as
<br />manufactured by Master Builders Co., or approved equal. Use
<br />in accordance with manufacturers recommendations. All
<br />~oncrete shall have 5' (! l\l air entraining agent and shall
<br />conform to ASTM C-260.
<br />
<br />Detailin~, fabrication and placement of reinforcing steel
<br />shall conform to A.C.I. J18, latest edition. Where required,
<br />continuous top bars shall be spliced at mid-span and lapped
<br />with a basic development length. Where required. continuous
<br />bottom bars shall be spliced at supports and lapped with a
<br />basic development length. Where required. continuous bottom
<br />bars shall be spliced at supports and lapped with a basic
<br />development length. Provide 2 - .6 x 4'-0" corner bars (one
<br />top and one bottom) at all beam corners and intersections.
<br />
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<br />8 .
<br />
<br />Reinforcing steel
<br />(al Grade' Beams
<br />(b) Walls
<br />(c) Footings
<br />
<br />- 211
<br />- J"
<br />
<br />coverage shall be as follows:
<br />- 1 1/2" TOP. J" BOTTOM. 2" SIDES
<br />
<br />9, All reinforcing steel. No.4 and larger. shall conform to ASTM
<br />A-61S GR. 60. All No. J reinforcing steel shall conform to
<br />ASTM A-615 Gr. 40.
<br />
<br />LEGEND
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