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<br />~CD ~C~~~'~~~:~~. PLAN
<br />
<br />DEMOLITION NOTES
<br />
<br />I. REFER TO FLOOR ~LAN FOR ALL
<br />PROPOSED REMODEL LAYOUT OF
<br />PARTITIONS. OPENINGS. EIC.
<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 />4. 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 />/
<br />
<br />B. CAREFULLY DISMANTLE ~ STORE
<br />ON SITE ALL MATERIAL AND/OR
<br />EQUIPMENT SCHEDULED ~O 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 />~ AFTER 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 />LIGHT~NG. 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.
<br />
<br />bC~r. __ ..
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<br />I. GENERAL CONTRACTOR SHALL
<br />VERIFY ALL CONDI liONS AT THE
<br />JOB SITE ~ NOTI.FY THE OWNER
<br />&/OR ARCHITECT OF ANY
<br />OMISSIONS. DIMENSIONAL ERRORS
<br />OR DISCREPANCIES PRIOR TO
<br />BEGINNING OR FABRICATING ANY
<br />WOflK.
<br />
<br />2. THE
<br />DRAWINGS
<br />SCALE.
<br />
<br />DIMENSIONS ON THESE
<br />IN ALL CASES SUPERClDE
<br />
<br />3. THE wnm INCUJDl~. THE
<br />FURNISHING OF ALL LABOR.
<br />MArERIAL. EQUIPMENl & SERVICES
<br />REQUIRED FOR THE COMPLET ION. IN
<br />PLACE. OF ALL WORK SHOWN IN
<br />TIIESE DRAWINGS. ALL SUCH WORK
<br />SfIALL BE DONE BY THE GENERAL
<br />CONTf1AlIOR UNLESS NOTED
<br />CiThERWISE.
<br />
<br />4. ALL WOOD STUDS &/OR BLOCKING
<br />TO BE FIRE-RETARDANT TREATED IF
<br />REQUIRED BY LOCAL OR STAlE
<br />CODES.
<br />
<br />9. ALL INTERIOR PAf1TITloNS TO
<br />BE FABRICArED OF WOOD SIUDS ~
<br />16""0.C. & 1/2"" GYP. BIl.. UNLESS
<br />NOTED OTHERWISE. DIMENSIONS
<br />AilE TO F ACE OF GYP. 8D.UNLESS
<br />NO T ED OHIERW I SF..
<br />
<br />6. "0.5.0.1." = OWNEf1 SLJt>PLlED
<br />& OWNER INSTALLED ITEMS.
<br />"O.S.C.I."= OWNER SUPPLIED,
<br />CONTRACTOR INSTALLED ITEMS.
<br />
<br />~ ~ Co. 1'0 ~Oy'IDE
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<br />7. ALL ITEMS NOTED AS ""BY
<br />OWNER"" SHALL BE INSTALLED B\
<br />GENERAL CONTf1ACrOR.
<br />
<br />B. GENERAL CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR SECURING ALL
<br />f1EQUIRED 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 />RECEIVE. HANDLE. STORE 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. ETC.
<br />FROM DIRT & DAMAGE CAUSED BV
<br />DEMOLITION OR NEW CONSTRUCTION
<br />WOF1K .
<br />
<br />GENERAL CONTRACTOR SIIALI
<br />OVER THE PROJECT 10 lllF
<br />IN COMPLETE OPERAT ING &
<br />CLEAN CONDITION.
<br />
<br />12.
<br />TURN
<br />nWNER
<br />BROOM
<br />
<br />13. GENERAL CONTRACTOR TO BE
<br />RESPONSIBLE FOR ANY AND AI L
<br />WORK REQUIRED TO ADAPT EXISTING
<br />II.V.A.C. SYSTEM (DUCTS.
<br />GR ILL E 5 . E T C .) TO TilE
<br />CONSTRUCTION DOCUMENTS
<br />(INCLUDING SPECIFIC OR IMPLIED
<br />REVISIONS NECESSARY TO TI~
<br />FINISHED PRODUCT.)
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<br />I 14. THESE DOCUMENT 5 DO NO r
<br />INCLUDE HWAC. ELECIRICAL nNO
<br />PLUMBING DRAWINGS; GENERAL
<br />CONTRACTOR TO I NCLUDE I N Ii I S
<br />FINAL BID ~L WOR~ APPLICABLE
<br />TO THESE ITEMS PER OWNERS'
<br />~COMMENDAT IONS. ANY
<br />ADDITIONAL DRAWINGS REQUIR~D
<br />FOR BUILDING PERMI T TO BE
<br />FURNISHED 8V SUB-CONTHAcrOR llF
<br />APPLICABLE TRADES UNDER DIREcr
<br />SUPERV I 5 I ON AND RESPllNS I BI L 11 Y
<br />OF THE GENERAL CONTRACTnR.
<br />
<br />15. SOl AR I UM [,I AZ I NG UN I T TO BE
<br />0.5.0. I. GENERAL CONrRACTOR TO
<br />VERIFY DIMENSIONS AND DE1AILS
<br />.J IT H SOLAR I UM SUP.'L I ER PR I OR 10
<br />IONSTlllJLTIlJN. ?,NY ADDITIONAL
<br />DRAWINGS OR LOAD CALCULATIONS
<br />/Jr THF SIIIARIUM GLAZING IINIT
<br />RE'QUIRED POR BUILDING PER~II/
<br />WILl HE SUPPl lED BY SOLARIUM
<br />SIJPPL IER.
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<br />SCALE: 1/4": 1'-0"
<br />
<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 />
<br />J .
<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 lnto or against subgrade
<br />containing free water, frost or loose debris.
<br />
<br />5. 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. 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-494-7l. 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 />concrete shall have 5\ (! 1\) air entraining agent and shall
<br />conform to ASTM C-260.
<br />
<br />7 DetailinQ, fabrication and placement of reinforcing steel
<br />ahall conform to A.C.l. J18, lat.at 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 />d~elopment length. Provide 2 - .6 x 4'-0" corner bars (one
<br />top and one bottom) at all beam corners and intersections.
<br />
<br />8.
<br />
<br />Reinforcing steel
<br />(a) Grade' Beam's
<br />(bl Walls
<br />(cl Footings
<br />
<br />- 211
<br />- 3"
<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-6l5 GR. 60. All No. J reinforcing steel shall conform to
<br />ASTM A-6l5 Gr. 40.
<br />
<br />REVISIONS BY
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