HomeMy WebLinkAboutG3-GENERAL-NOTES-&-SPECIFICATIONS�
DIVISION 01 - GENERAL RWUIREMENTS
GENERAL NOIES:
1. CONTRACTOR SHALL REVIEW ALL PERMITTE� DOWMENiS FOR HAN�WRITTEN COMMENTS OR
O7HER CONDIPONS OF APPROVAL NOPFY ARCHIiECT IMMEOIATELY OF ANY COMMENTS
AFFECTING RIE PLANS.
2 GC TO DEVELOP TIME AN� AC710N PLAN BASEO ON THE WALKTHROUGH WITH STORE SEIDP
AND CVS CONSTRUCPON PROJECT MANAGER.
3. GC TO SECURE CERPRCATE OF COMPLEiION VrHERE RWUIREO BY 7HE AU7HORITY HAVWG
JURISOICTION AN� FORWAR� COPY TO ARCHIIECT AND OWNER.
4. CONTRACTORS SHALL NOT SCALE 7HESE DRAWINGS FOR CONSTRUCPON PURPOSES.IN 7HE
EVENT OF OMISSION OF NECESSARY OIMENSIONS OR MFORIAAPON, CON7RACTOR SHALL
NO71FY ARCHITECT. FIGURED AN� CALCULATE� OIMENSION TAKES PRECEDENCE OVER SCALE�
MEASUREMENTS. DETAILED �RAWINGS AN� LARGER SCALE DRAWINGS TAKE PRECEOENCE
WER SMALLER SCALE ORAWINGS. ALL PLAN �ETAILS AND WALL SECPONS ARE ASSUMED TO
BE TWICAL WN�ITIONS UNLESS DETAILE� OR NOIE� OTHERWISE.
5. ALL FINISHEO FLOOR ELEVATIONS RE: TO ARCHITECTURAL �RAR7NGS ONLY. RE: CIVIL
DRAWINGS FOR RELATIONSHIP TO PROJECT BENCHMARK(5).
6. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES AT JOB 9iE. ALL CONTRACTORS SHALL
COORDINATE THEIR WORK WITH OTHER TRADES AND REPORT DISCREPANCIES, PRIOR TO iHEIR
WNSTRUCTION, i0 iHE ARCHITECT FOR REVIEW AND CLARIFlCATION OR ACTION.
7. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR IAECHANICAL AND ELECTRICAL EQUIPIAENT
AND RELAIED WORK YniH CONTRACTOR$ INVOWED AND EQUIPMENT TO BE FURNISHED. PoR
CONSTRUCPON DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR
APPROVE� SHOP �RAVANGS / �ATA SHEEiS IN ACCOR�ANCE WITH 1HE PROJECT
SPECIFICAPONS.
8. CEILING HEIGHTS SCHE�ULE� ON THE ROOM FlWSH SCHE�ULE OR REFLEC7ED CEILING PLAN
ARE TAKEN FROM THE FINISHED FLOOR ELEVAPON.
9. ALL PLAN �IMENSIONS ARE TO FACE OF FINISHED WALLS, FACE OF MASONRY, ANO
CEN7ERLME OF COWMNS, UNLESS NOIE� OTHERWISE.
10. VERIFY ALL ELEVAilONS ANO DIIAENSIONS OF STRUC7URAL ELEMENTS R77H ARCHIIECTURAL
DRAWINGS. IN CASE OF CONFLICT, NOPFY ARCHITECT. THE CON7RACTORS SHALL VERIFY ALL
DIMENSIONS AN� BE RESPONSIBLE FOR 7HEIA. ALL DIMENSIONAL �ISCREPANQES ARE TO BE
BROUGHT TO THE ATTENTION OF lHE ARCHIIECT.
11. CONTRACTOR TO CONTACT ANY AN� ALL LOCAL UiILIPES TO SUBMIT ALL APPLICABLE
PERMIT DOCUMENTS, QUALIFlCAPONS, ETC., AND BE RESPONSIBLE FOR ALL FEES
ASSOCIATE� WI7H PERMITS, UTILITY EXTENSIONS, TAP-INS, ETC. ARCHITECT TO SUBMIT
DOWMENTS FOR PERMIT PLAN REVIEW AND OWNER RENEW, 7HE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING THE PERMITS AN� ALL PERMIT AN� INSPECTION COSiS.
12 CONTRACTOR TO REVIEW AN� BECOIAE FAMILIAR W17H ALL EXISPNG CONDIPONS PRIOR TO
COMMENCING WORK. ANY CONOIPONS NOT DOCUMENTED ON THESE �RAWINGS OR OBSERVED
TO BE �IFFERENT THAN THOSE SHORM ON 7HESE DRAWINGS ARE TO BE REPORTEO TO THE
ARCHITECT AN� OWNER PRIOR TO BEGINNING CONSIRUCPON.
13. SPEQFlCATIONS ARE APPLICABLE TO ALL CONTRACTORS AND�OR SUBCONTRACiORS.
14. CHECK OTHER PLANS AND SPEqFlCAlI0N5 AND FULLY COORDINATE WITH OTHER SYSTEMS
ON GRADES.
15. ITEMS SUPPLIED BY CVS AND INSTALLED BY THE GC ARE NOT INCLUDED IN THE
SPEQFlCATIONS.
GENERAL CONDITIONS:
A. GENERAL
1. WNFORM i0 ALL GENERAL AND SPECIAL CONDIPONS OF CONTRACi AS SPEQFlED BY
ARCHITECT AND OWNER.
2. VISIi SITE, CHECK FACILITIES AND CONDIilONS, VERIFY ALL U➢LITY CONNECTIONS, AND iAKE
ALL ITEMS INTO CONSIDERATION IN BID & PRONDE WRIiIEN ACKNOWLEDGEMENT IN BID.
3. SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS, PLACED IN OPERAlION
AND PROPERLY ADJUSTED.
a EACH CONTRACTOR SHALL PROVIDE FOR HIS OWN CLEAN UP, REMOVAL AND LEGAL
DISPOSAL OF ALL RUBBISH ON A �AILY BA95.
5. EACH CONTRACTOR SHALL REMOVE ALL DEMO IAAIERIALS FR01A SITE.
6. FULLY COORDINATE ALL WORK AND COOPERATE COIAPLEIELY WITH OTHER CONTRACTORS,
SUBCONiRACTORS AND OWNER,
7. CONTRACTORS MUST WNFlRIA ALL UTILIiY CONNECTION POINTS W FlELD, PRIOR TO
STARTING WORK.
8. ARRANGE FOR AND OBTAIN OWNER'S PERMISSION FOR ANY SERVICE SHU7DOWN5 REQUIRED
UNDER THIS CONTRACT.
9. THE CON7RACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSIRUCTION MEANS, ME1H0�5,
SEQUENCES OF CONSTRUCPON, AND THE SAFETY OF WORKERS.
10. ALL WEATHER - EXPOSED SURFACES SHALL HAVE A WEA7HER RESISTI�E BARRIER TO
PROIECT THE INTERIOR WALL COVERING. E%TERIOR OPENINGS SHALL BE FLASHE� IN SUCH
A MANNER AS TO MAKE THEM WAIERPR00F.
1L THE CON7RACTOR SHALL REMOVE ALL DEBR6 AS A RESULT OF THIS PROJECT DAILY, OR AS
DIRECTED BY OWNER'S REPRESENTAIIVE, IN A LEGAL MANNER.
12 EACH SUBCONTRACTOR IS RESPONSIBLE TO COORDINAIE AND SCHE�ULE HIS WORK WITH iHE
GENERAL CONTRACTOR AND ALL OTHER CONTRACTORS WHOSE WORK SHALL BE AFFECTE�.
13. PARKING AT THE SIIE BY ALL CONSTRUCTION STAFF SHALL BE LIMITE� TO ONLY THE AREAS
DE9GNATEO BY 7HE OWNER.
14. THE AREA OF WORK SHALL MAINTAIN A WEATHER 71GHT AND SECURED CONDIPON AT ALL
TIMES. THE CONTRACTOR SHALL TAKE ALL PRECAl1TI0N5 NECESSARY TO SECURE THE AREA
OF WORK.
15. GC TO COORDINAIE WITH CVS CONS7RUCTION PROJECT MANAGER IF WORK BE COMPLETED
DURING BUSINESS HOURS OR OVERNIGHT.
1fi. CONSTRUCPON SHALL TAKE PLACE IN A LNE ENVIRONIAENT AN� AT NO 71ME SHALL 7HE
CVS CUSTOMERS BE ROUIED OVER CONSTRUCPON RELATED MAIERIALS. ALL WORK OURING
BUSMESS HOURS SHALL BE PROPERLY BARRICADE� OFF FOR CUSTOMER PROTECPON AND
CUSTOMER'S ROUTE SHALL BE 0.EARLY ESTABLISHED.
17. ONE iORET ROOIA SHALL REMAIN IN OPERATION Ai ALL TIMES OF CONSTRUCiION AND BE
DESIGNATED AS UWSEX GC TO PHASE CONSTRUCTION ACCOR�INGLY. COORDINATE WITH CVS
CONSTRUCTION PROJECT MANAGER.
16. GC TO SEAL ANY PENETRATIONS THROUGH ENISTWG WALLS, FLOORS, CEILWG, EiC TO
ACCOIAMODATE INSTALLATION OF NEW UiILITIES. NOTIFY ARCHITECT IMMEDIATELY IF ANY
WNDITIONS IN THE FlELD DO NOT MATCH iHE PLANS.
B. CODES SiANDARDS AND REGULATIONS
1. CONFORM TO ALL APPLICABLE CODES AND GOVERNMENT REGULA7ION5.
2. OBTAIN PERMITS AND PAY ALL FEES. ARRANGE FOR ALL REQUIRED INSPEC710N5 AND
APPROVALS.
3. REVIEW FOR THE GENERAL BWLDING PERMIT WILL BE OBTAWED BY THE ARCHIIECT. PERMIT
FEE IS 8Y THE CONiRACTOR.
C, BASE E�UIPMENT IAAIERIALS AND SUBSTIiUTI0N5
RELEA5E0 FOR CONSTRIlCTION sHn�� ee aseESTos raee.
Su6ject�ocompliancewithallregula�ions UNLE55 OTHERWISE NOiED. NEW MATERIALS
of S�a�e antl Local Codes
City of Carmel �qPACITY OF EQUIPMENT ARE LISTE� ON
�un��\i lo•rvalM.��
DATE: 06�QZ�2O
THE �RAWINGS OR IN THIS SPEQRCATION. ANY OTHER MANUFACNRER IS CONSIDERE� A
SUBSTITUTION.
4. SUBSTITUTIONS ARE SUBJECT TO 7HE APPROVAL OF 7HE OWNER. IF A Sl1BSTITUiION IS
SUBMITfE�, INCLU�E COMPLEIE PERFORMANCE FACTS FOR EVAWA710N.
5. IF SUBS7IMIONS ARE APPROVE�, NOPFY ALL O1HER CONTRACTORS, SUBCONTRACTORS OF
TRA�ES AFFECTEO BY SUBS71ID110N AN� FULLY COOR�INATE. ANY COSTS RESULTWG FROM
SUBSTITUTION, WHERIER BY CON7RACTORS OR ORIERS, SHALL BE RESPONSIBILITY OF AN�
PAID FOR BY SUBS117UTWG CONTRACTOR. �.
6.
1.
2.
3.
ALL EQUIPMENT SHALL BE INSTALLED W FULL ACCORDANCE INTH THE MANUFACTURER'S
DATA AND INSTALLATION INSiRUCiIONS. IT IS THE CONiRACTOR'S RESPONSIBILItt TO
CHECK AND CONFORM TO THESE REOUIREMENTS PRIOR TO STARTING WORK.
D. CUTTING PATCHING AND DRILLING
ALL CUTTING AND CHASING OF THE BUILDING CONSTRUC➢ON AS REQUIRED SHALL BE IN A
NEAT AND PROFESSIONAL MANNER.
NEATLY SAW CUT ALL RECTANGULAR OPENINGS, SET SLEEVE THROUGH OPENING, AND FINISH
PATCH OR PROVIDE TRIM FLANGE AROUND OPENING.
CORE DPoLL AND SLEEVE ALL ROUND OPENINGS.
4. DO NOT CUT ANY STRUCTURAL COMPONEN7S WITHOUT ARCHITECT'S APPROVAL.
5. PATCH AND FIWSH TO MATCH ADJACENT AREAS 7HAT HAVE BEEN CUT, DAMAGED OR
MODIREO AS A RESULT OF THE INSTALLA710NS OF 7HE MECHANICAL OR ELEC7RICAL
EOUIPMENT. FIRE STOP ALL PENETRATIONS OF FIRE RATED CONSiRUCTION IN A CODE
APPROVE� MANNER.
E WARRANTY
1. PROVI�E FULL WARRANTY ON ALL MATERIALS, EQUIPIAENT AND WORKMANSHIP PoR ONE (1)
YEAR FROM DATE OF ACCEPTANCE, UNLESS NOTED OTHERWISE.
2. E%TEND ALL 1AANUFACNRER'S WARRANTIES TO OWNER,INCLUDING FIVE (5) YEAR HEAT
E%CHANGER E%TENDED WARRANTY ON HVAC EQUIPAIENT.
3. REPAIR OR REPLACE WIhiOUT CHARGE i0 THE OWNER ALL ITEMS FOUND DEFECTNE DURING
THE WARRANTY PERIOD.
ALTERA710N PROCEDURES
01.10.00 - AL7ERATION PROCEDURES
A. ALTERA710N SCOPE: PERFORM ALL AL7ERATION AND REMOVAL WORK, INCLUDING THE
ALTERAiION AND REMOVAL WORK INCIDENTAL TO hiAT SHOWN OR SPECIFIED, TO COMPLETE
THE AL7ERATION AN� REMOVAL WORK AS SHOWN ON THE DRAWINGS, AS SPEpFIED, OR TO
COMPLEIE CONTRACNAL REOUIREMENTS.
B. COORDINAlION: WORK IN CLOSE COORDINATION Wlhi hiE OTHER CONiRACTORS ON iHE
PROJECT TO ACCOMPLISH THE AL7ERATIONS FOR iHE WHOLE PROJECT.
C, ADDITIONAL WORK: IN ADDITION TO WORK SHOWN:
1. MO�IFY E%ISTING CONSTRUC110N 7HAT INIERFERES W17H NEW CONSTRUCTION, TO 1HE
EkTENT OF THE INTERFERENCE.
2. CUT AND LATER PATCH ALL HOLES AND OPENINGS IN E%ISTING CONSTRUC➢ON NECESSARY
FOR CONNECTION OF BUILDING WORK; FOR iHE PASSAGE OR CONNECTION OF STRUCNRAL
MEMBERS; AN� FOR THE BUILDING ALTERAPONS IN CONNECTION W1TH MECHANICAL AND
ELECTRICAL WORK,
3. PROPERLY REPAIR ALL SURFACES LEFT IN PLACE AND SCHEDULED TO BE EXPOSED, ALL
SURFACES DAMAGED DUE TO AL7ERAilONS, AND ALL DAMAGED SURFACES PREVIOUSLY
CONCEALED THAT WILL BE LEFT EXPOSED �UE TO ALTERA710NS, EVEN 7HOUGH SUCH
DAMAGE WAS NOT CAUSED BY WORK OF THIS CONTRACT.
4. BE RESPONSIBLE FOR A COMPLETE JOB, WHE7HER DONE AS WORK UNDER THIS SECPON OR
ASSIGNED TO THE PARTICULAR 7RADES INVOLVED.
D, OWNER OCCUPANCY: 7HE OWNER WILL OCCUPY AND USE THE FAGLIPES ADJACENT TO THE
AREAS OF WORK DURING iHE ENTIRE CONS7RUCTION PERIOD. PLAN AND COORDINATE
ACTIVIPES W17H 7HE OWNER OR PROJECT SITE REPRESENTATIVE IN ORDER TO PROVIDE ALL
NECESSARY CONTROLS FOR THE ABATEMENT OF DUST, NOISE, AND WCONVENIENCE TO
OWNER'S PERSONNEL OURING ALL PHASES OF 1HE WORK.
1. DO NOT SHUT �OWN ANY SERVICES OR BLOCK OFF ANY AREAS WITHOUT PRIOR APPROVAL
OF THE OWNER OR PROJECT SITE REPRESENTAIIVE.
2 THE OVrNER VALL VACAIE RIE EXISPNG AREAS REQUIRING IMMEOIAiE WORK OR TO CONFORM
WIIH THE SCHEDULE OF WORK ANO SWUENCE OF CONS7RUCTION, AN� WILL REMOOE ALL
PORTABLE ITEMS OF FURNIIDRE, EQUIPMENT ANDFlX7URES PRIOR TO 7HE START OF THE
WORK.
E WORK SCHE�ULING: THE WORK SHALL BE MUTUALLY SCHEDULED BY THE ARCHIIECTURAL,
MECHANICAL AN� ELEC7RICAL CONTRACTORS, AN� THE OWNER TO COOR�INAIE THE WORK
OF THE SEPARATE CONTRACTS AN� OF THE OWNER'S OPERATIONS, AND ID FACILITATE
COMPLEiION OF THE WORN.
1. THE WORK IAAY BE SCHEDULED DURING 1HE ENTIRE 24 HOURS OF ANY WEEKDAY, PRONDED
NO LAWS ARE VIOLAiED AND THAT THE OPERATIONS ARE 50 CONDUCiED AS NOi i0
CREATE A PUBLIC NUISANCE OR TO DISTURB THE PEACE IF THE WORK IS STOPPED BY
PUBLIC AUTHORITY DUE TO SUCH NUISANCE, DISNRBANCE OR LAW VIOLA➢ON, CONTRACTOR
SHALL PERFORIA WORK NECESSARY TO A�AINiAIN THE OVERALL SCHEDULE.
2 WORK THAT WILL INTERFERE WITH iHE OWNER'S OPERATIONS OR USE OF 7HE FACIIJTIES,
WCLUDING THE SHUTTING DOWN OF MECHANICAL AND ELECTRICAL SERVICES, SHALL BE
SCHEDULED, W1TH THE APPROVAL OF iHE OWNER, SO AS TO CAUSE A MINIMUM AMOUNT OF
INTERRUPPON. 7HE SCHEDULING SHALL CONSI�ER BO7H 1HE iIMES, THE TYPES, AND THE
AREAS OR PLACES OF SUCH INIERFERENCES, AND SHALL INCLUDE ROUTES AND TIMES OF
INGRESS AND EGRESS OF PEOPLE AND MATERIALS.
3. WHEN E%ISTING BUILDING IS OCCUPIED, MAINTAIN FREE, CLEAR, UNOBSiRUCTED, SAFE
EGRESS 7HROUGH E%ISTING EXITS AND THROUGH AN� SAFELY BEYOND NEW CONS7RUCTION
AS REQUIRED BY STAIE AND LOCAL FIRE SAFETY CODES.
4. PROVIDE ADEQUAIE AND PROPER PROTEC710N, INCLUDING HEAT, TO hiE E%ISTING BWLDINGS
AND PREMISES OCCUPIE� BY hiE OWNER DURING THE E%ECUPON AND COMPLETION OF THE
WORK M SUCH MANNER THAT 7HE OWNER'S OPERAPONS MAY BE CARRIED ON WITHOUT
INTERFERENCE,INTERRUPTION OR INCONVENIENCE AT ALL 71MES DURING 7HE PROJECT
scHEou�.
5. ALL WORN MUST BE SCHEDULED. NOTIFY 7HE OWNER OR PROJECT SIiE REPRESENTATNE 72
HOURS IN ADVANCE OF ANY CONSTRUCPON OPERATIONS AREA THAT IS IN USE BY THE
OWNER SO THE OWNER CAN VACATE THE AREA AN� REMOVE ANY PORTABLE EOUIPMENT,
MAiERIAL AN� FURNITURE.
F. PHASING: BECAUSE OF 7HE PROBLEMS INHERENT IN REMO�ELING 1HE BWL�ING UNDER
CON�ITIONS OF FULL OPERAPON, 1HERE MUST BE A HIGH �ECREE OF COOPERATION
BEiWEEN ALL PARPES INVOLVED IN THE PLANNING AND CONSiRUCTION PROCESS.
CONSEOUEN7LY, THE WORK - ALTERAPON, REMOVAL AN� NEW CONSiRUCTION - MUST BE
PLANNED AN� EHECUiED CAREFULLY. TO FACILITAIE THESE REQUIREMENTS, A GENERALIZE�
PHASING SEQUENCE SHOULO BE ESTABLISHE�.
1. EACH PHASE� WORK AREA SHALL BE COMPLEIE ANO CLEANED BEFORE ADVANQNG TO 7HE
NEHT PHASING AREA.
2 CONSULT AN� COORDINATE 7HE WORK WI7H 7HE O7HER CON7RACTORS AN� W17H 7HE
PHASING PLAN. A SCHE�ULE OF 7HE WORK SHALL BE PRESENiED TO 7HE OWNER FOR
REVIEW BEFORE STAR7ING 7HE WORK. 7HE WORK SCHEDULE SHALL BE PRESEN7ED IN
BAR-CHART FORM, OR OTHER APPROVE� METHOD.
3. THE CONIRACT WORK SCHEDOLE SHALL BE BASE� ON A NORIAAL WORK WEEK. SHOUL�
THE coNmacT woRK Fni� To PRocREss accoRoiNc To THE scHEou�E nNo iF, iN n�E
OPINION OF THE ARCHITECT-ENGMEER THE WORK CANNOT BE COMPLETE� WITHIN 7HE
COMRACT TIME, OR SUCH EXTENSIONS THEREOF AS IAAY HAVE BEEN GRANTE�, WORK
SUCH A��ITIONAL TIME OVER THE NORMAL WORN WEEK,INCLU�ING SATURDAYS, SUN�AYS,
AN� HOLI�AYS AS REQOIRE� TO MEET THE SCHE�ULE� TIME FOR WMPLEPON, R77HOUT
nooinoNn� cosr ro ME owNER.
4. OWNER'S OPERAiION$ OVi51DE OF SPEpRC PHASED AREAS IN WHICH WORK IS BEING
PERFORMED, MUSi BE IAAINTAMED TO INSURE NORMAL OPERATIONS IN SUCH MAJOR PHASED
AREAS. IF CERTAIN WORK I$ REQUIRED &1THIN A WORK AREA, AND CANNOi BE
ACCOMPLISHED 50 AS TO MAINTAIN THE FUNCTION OF OPERATIONS OUTSIDE SUCH AREA,
SUCH WORK WHEN DIRECTED BY THE OWNER OR PROJECT SIiE REPRESENTAiIVE SHALL BE
PERFORMED ON A PREIAIUM TIME BASIS AFTER HOURS OF NORMAL USE BY SUCH NORIAAL
OPERATION. PREMIUM TIME WORK WILL BE CONSIDERED AS CHANGES IN THE WORK AND
WILL BE PAID FOR PER iHE CONTRACT DOCUMENTS.
5. 0.EAN AREAS TO BE PUT BACK INTO SERVICE DURING THE PHASING SEOUENCES.
2.
3.
4.
5.
1.
2.
,.
2.
3.
1.
2.
3.
1.
2.
3.
a.
5.
6.
1.
2.
3.
4.
5.
6.
G. SURVEY/TIE-INS: PRIOR TO SUBMIT➢NG SHOP DRAWINGS OR BEGINNING SHOP FABRICATION
R FI N TR TI N F W RK IN NN TI N WITH TH A T RATI N RV Y XI TIN
0 ELD W 5 UC 0 0 0 CO EC 0 E L E 0 5 SU E E S G
CONSTRUCTION WCLUDING STRUCTURE RNISH AND E UIPA�ENi ADJACENT TO CONSTRUCTION
Q
T R M NTRA T R HA R P N I F R TH A URAT TI -W F TH
0 BE E OVED. CO C 0 5 LL BE ES 0 SBLE 0 E CC E E 0 E
NEW WORK TO THE E%ISiING CONSTRUCTION.
H. CONDUCT OF OPERATIONS: CONDUCi OPERATIONS IN SUCH MANNER AS TO CREATE A
MINIIAUTA OF NOISE DUST, AND OiHER DISIDRBANCE.
DO NOi ALLOW REMWED MATERIALS, RUBBISH AND DEBRIS TO ACCUMULAIE. KEEP hiE
CONSTRUCTION AREAS AND ALL PUBLIC AND PRIVATE PROPERN USED M CONNECTION Wlhi
THE WORK IN A NEAT ORDERLY CONDITION.
PLAN AND COOR�INATE ACiIVITIES W1TH THE OWNER IN ORDER i0 PROVIDE ALL NECESSARY
CONTROLS FOR THE ABATEMENT OF DUST, NOISE, AND INCONVENIENCE TO OWNER'S
PERSONNEL AND OPERATIONS DURING ALL PHASES OF hiE WORK. DO NOT SHUT DOWN OR
BLOCK OFF ANY AREAS W17HOUT PRIOR APPROVAL OF hiE OWNER.
DO NOT INTERRUPT E%IS71NG UTILITIES E%CEPT AS SPECIFlED OR WHEN APPROVED IN
WRITING BY THE OWNER, AND hiEN ONLY AFTER IEMPORARY UTILITY SERVICES HAVE BEEN
PRONDED BY THE CONiRACTOR AND APPROVED BY iHE OWNER OR PROJECT SITE
REPRESENTA7IVE.
CONDUCT ALTERAPONS AND DEBRIS REMOVAL M SUCH A MANNER AS TO INSURE
MINIMUM INTERFERENCE W17H S7REET5, WALKS, PASSAGEWAYS AND OTHER FACILITIES
OCCUPIED BY THE OVrNER; SUCH FAQLITIES SHALL NOT BE CLOSED OFF TO TRAFFIC OR IN
ANY WAY OBSTRUCTED WITHOUT PRIOR NRITTEN PERMISSION.
AT THE COMPLE7ION OF THE WORK, REMOVE ALL IEMPORARY ENCLOSURES AND PROTEC➢VE
DEVICES AND LEAVE THE PREMISES CLEAN.
L SAFETY: METHODS SHALL BE SUCH AS TO ASSURE SAFE WORKING CONDITIONS IN
ACCORDANCE W17H APPLICABLE SAFETY LAWS; TO PREVENT COLLAPSE OF ANY SECTION;AND
TO PREVENT DAMAGE TO FAGLI7IES INDICAIED TO REMAIN IN PLACE AND TO NEW
CONSTRUCPON.
d FIRE PROTECTION�, PERFORM THERMAL AND FLAME-CUfiNG OPERATIONS PER 7HE HAZARD
PRECAUTION REOUIREMENTS OF 7HE OWNER'S SAFETY REQUIREMENTS OR THAT REOUIRE� BY
LAW.
IF CUT7ING TORCHES ARE USEO, TANE ALL PRECAUTIONS NECESSARY TO PREVENT SETTING
OF FIRES, INCLU�ING USE OF FIREPROOF TARPAULINS AN� IAAIN7ENANCE OF FIRE
EXTINGUISHING APPARAIDS A�JACENT TO CUT7ING AREA.
OBTAIN A DAILY PERMIT FROM OWNER'S PLANT PROTECiION DEPARTMENT FOR USING
CUTTWG TORCHES, PRIOR TO THEIR USE.
K. REMOVED IAAiERIALS REIAOVED IAAiERIALS NOT INDICATE� PoR TURNWG OVER TO
THE OWNER OR INDICATED FOR REUSE, AS P+ELL AS RUBBLE AND �EBRIS RESULTING FROM
SUCH OPERA➢ONS, SHALL BECOME THE PROPERiY OF iHE CONTRACTOR AND SHALL BE
REMOVED DAILY FROM THE PROJECT SIIE AND LEGALLY DISPOSED OF OFF THE PROJECi
SITE.
IN REIAOVING SALVAGEABLE ITEIAS THAT ARE SCHEDULED OR SPEQFlED FOR REUSE OR THAT
ARE TO BE TURNED OVER TO THE OWNER, EXERCISE CARE IN REA�ONNG SUCH ITEMS SO AS
NOT TO �AMAGE THEA�.
IF iHE CONSTRUCiION SCHEDULE DOES NOT ALLOW IMA�EDIATE REINSTALLATION OF REMOVED
ITEMS TO BE REUSED, PROVIDE ADEOl1ATE STORAGE FACILI11E5 FOR SUCH ITEMS IN STORAGE
AREA DESIGNATED BY OWNER, TRANSPORT SUCH ITEIAS TO THE STORAGE AREA, STORE
THEM, AND PROTECT THEM FROM DAMAGE DORING STORAGE.
WHEN iHE CONSTRUCiION SCHEDULE CALLS FOR INSTALLATION OF STORED ITEMS TO BE
REUSED, REMOVE SUCH ITEMS FROM STORAGE, TRANSPORT THEM TO LOCAPON(S) OF
INSTALLATION,INSTALI hiEM, AND CLEAN UP STORAGE AREA,
L WPPORT OF E%IS11NG STRUCTURf. PRIOR TO REMOVING E%ISTING CONSTRUC7ION, PROVIDE
TEMPORARY SHEETING, UNDERPINNING, SHORING AND BRACING TO CARRY THE LOADS AND
STRESSES WITHSTOOD IN PLACE BY 7HE ITEMS TO BE REMOVE�.
WCH TEMPORARY CONSTRUC➢ON SHALL BE PLACED SO AS NOT TO BLOCK FIRE EXITWAYS
OF THE EXISPNG BUIL�ING, SO AS NOT TO IN7ERFERE W17H OWNER'S OPERATIONS, AND 50
AS TO ALLOW SPACE FOR PERFORMING 7HE REQUIRE� AL7ERATIONS.
BE RESPONSIBLE FOR 7HE ADEQUACY OF TEMPORARY SUPPORT OF S7RUCTURE, AS VvELL AS
FOR �AMAGE TO 7HE EXISTING BUILOING AND WN7ENT5 7HERWF RESUL➢NG FROM
INA�E�UAIE SHEATHING, UN�ERPINNINQ SHORING AN� BRACING.
AFTER MAIERIALS AN� EOUIPMENT ARE REMOVE�, MSPECT 7HE STRUCTURE AN� EOUIPMENT
TO REMAIN IN PLACE AN� NOTIFY THE ARCHITECT-ENGMEER OF �EFECTS 11NCOVERE� AND
NOT PREVIOUSLY IDEN7IFlE� BY THE CONiRACT DOCUMENTS. REPAIR OF SUCH �EFEC7S
AND O7HER AO�ITIONAL WORN REQUIRE� BY hiE ARCHITECT-ENGINEER WILL BE
COMPENSAIE� BY CON7RACT ADJOSiMENT PER THE CONTRACT �OCUMENTS.
M. TEMPORARY PARTIilONS ANO CLOSURES: PROVI�E WEA7HERTIGHT PARTI710NS OR CLOSURES
AT EXTERIOR OPENINGS TO ISOLAIE 7HE AREAS FROM 7HE REST OF 7HE BUIL�ING AN�
TO PROiECT THE BUIL�ING FROM THE ELEMENiS WHERE ALTERAPON OPERATIONS WOUL�
EHPOSE THE M7ERIOR TO THE ELEMENTS. PROVIDE DUST-TIGHT PARTITIONS AROUN�
INTERIOR AREAS TO ISOLAiE THE AREAS FROM 7HE REST OF 7HE BUIL�ING WHERE
ALTERATION OPERA➢ONS WOUL� CREATE �UST CONDIPONS, INCLU�ING DUST-PGHT
CLOSURES BELOW SUPPORTE� FLOOR SLABS WHEN MAKING NEW OPENINGS THEREIN AN�
WEAiHERPGHT CLOSURES OVER ROOF �ECKS WHEN MAKING NEW OPENINGS THEREIN.
PROVIDE WEATHERPROOF PARTITIONS OF WOOD FRAA�ING AND PLYWOOD SHEATHWG (TAPE
JOINTS AND PAINT WOOD WITH EXTERIOR TME PAINT) WHERE SHOWN OR DIREC7ED,
ACCEPTABLE TO THE OWNER OR PROJECT S17E REPRESENTATNE; PROVIDE ACCE55 DOORS
AS REQUIRED, COMPLETE W1TH HAR�WARE, AND LOCKABLE WHERE REQUIRED FOR OWNER�S
SECURITY.
E%ISTING EXTERIOR WALLS i0 BE REMOVED MAY BE LEFT IN PLACE (WHERE NOTED
APPROVED) i0 SERVE AS SEPARAiION WALLS DURING CONSiRUCT10N, AND THEN BE
REMOVED WHEN APPROVED OR DIRECTED BY THE OWNER OR PROJECT SITE REPRESENiAiIVE.
WHERE OIHNER'S OPERATIONS, PERSONNEL AND E�UIPMENT ARE SUBJECT TO FLYING DUST,
DEBRIS, ETC. FROM REMOVAL OR CONSTRUCPON OPERATIONS, PROVI�E HEAVY DUTY VINYL
SHEET SECURED TO CEILING AND FLOOR CONSTRUC710N IN MANNER ACCEPTABLE TO 7HE
OWNER OR PROJECT SITE REPRESENTATIVE�, WHERE REOUIRE� TO PERMIT PASSAGE OF
MATERIALS AND PERSONNEL, SHEETS SHALL BE OVERLAPPED AND SECURED.
PLACE IEMPORARY PARPPONS SO AS TO PROVI�E A�EQUAIE SPACE TO CARRY ON 7HE
ALTERA710N OPERATIONS BUT SO AS NOT TO INTERFERE W1TH OWNER'S OPERA710NS, AN�
SO AS NOT TO ENCROACH ON FlRE EXIT WAYS OF 7HE EXIS7ING BUIIDING. PLACE
PARPPONS WHERE SHOWN ON DRAYANGS AND,IF NOT SHOWN, WHERE APPROVE� BY 7HE
OWNER OR PROJECT SITE REPRESENTATIVE.
TEMPORARY PARTITIONS SHALL BE OF FLAME-RESISTANT CONSTRUC➢ON. SUBIAIT PROPOSED
METHOD OF PAR7IPON CONSTRUC710N FOR APPROVAL.
OPENINGS IAA�E M EXTERIOR WALLS ANO RWF SHALL BE CLOSED THE SAME DAY 7HAT
THEY ARE OPENED, EI7HER BY PERMANENT CONS7RUCTION OR lM7H VANOALPROOF,
WEATHERPROOF, �UST-TIGHT IEIAPORARY CLOSURES. NO OPENINGS IN EXTERIOR WALLS OR
ROOF SHALL BE ALLOIHE� TO REMAIN OPEN; SECURITY OF THE BOIL�WG MUST BE
MAINTAWED AT ALL TIMES.
N. PERSONNEL AN� BUIL�ING PROTECTIONS: PROVIDE, AN� LATER REMOVE, IEMPORARY
BARRIERS, WARNWG SIGNS, BLINNER LIGHTS, AND OIHER SAFETY MEASURES, AS REQUIRED
FOR hiE PROiECTION OF PERSONNEL, BOTH OWNER'S AND CONTRACTOR'S, AND THE PUBLIC
PER hiE CONTRACi DOCUMENiS.
ADJACENT STRUCTURESr DURING THE ALTERATION OPERATIONS, PROTECT FROM DAMAGE,
ADJACENT BUILDINGS, PAVEMENTS AND SURFACES WHICH ARE i0 REMAW.IF ADJACENT
STRUCTURES ARE DAMAGED, REPAIR SUCH SiRUCTURES Ai NO COST TO THE OWNER.
ROOF: PRIOR TO STARTING WORK OR ALLOWING TRAFFlC ON THE EXISTING ROOF, PROVIDE
APPROVED TEMPORARY J/4 INCH THICK PLYWOOD PROTECPON ON THE EXISTING BUILT-UP
ROOFING SYS7EM �URING OPERATIONS ON THE ROOF. BE RESPONSIBLE FOR REPAIRING
DAMAGE THAT OCCURS TO THE E%ISTING BUILT-UP ROOFING SYSTEM DUE TO CON7RACT
OPERATIONS.
FACE OF BUILDING: ME7H0�5 FOR TRANSPORPNG MAIERIALS BETWEEN GROUND AND ROOF
AND FOR REMOVING 7RASH, RUBBISH AND DEBRIS SHALL BE SAFE ME7H0�5 WHICH WILL
NOT DAMAGE EX7ERIOR FACE OF BUILDING, ENDANGER PERSONS OR DAMAGE PROPERTY.
U7ILIPES: PROTECT EXISTING UiILITIES AND SERVICES, AS WELL AS OWNER'S SERVICE
SYS7EMS, lM7HIN AN� ADJACENT TO THE ALiERATION OPERATION$ FROM �AMAGE ON
ACWUNT OF SUCH OPERATIONS. IF UTILITIES OR SERVICES ARE UNCOVERE� hiAT ARE NOT
SHOWN ON THE DRAWINGS, ADVISE THE OWNER OR PROJECT SITE REPRESENTATIVE AND �0
NOT WORK W THE IMMEDIATE AREAS UMIL INSTRUCiE� TO �0 50. �ISCONNECT, CAP AN�
ABAN�ON EXISTINC 11TILITIES AN� SERVICES EXPOSE� AS A RESULT OF THE ALTERATION
OPERATIONS THAT ARE NOT REOUIRED TO REMAIN IN USE; REMOVE EXISTING SERVICES AS
PART OF THE �EMOLITION WHERE SO IN�ICATED OR REQUIRED; RELOCATE EXISTWG SERNCES
WHERE 50 INDICATED OR REQUIRE�.
FLOORS: PROTECT THE FINISHED FLOORS WHICH ARE TO REMAIN, AND AREAS OVER WHICH
MATERIALS OR E�UIPMENT SHALL BE MOVED, TO PRESERVE THE CONDI710N OF THE EXIS7ING
FLOOR. 115E NOT LE55 THAN 1/4 WCH THICK PLYWOOD OR FLAKEBOARD LAID OVER HEAVY
DUTY KRAFT OR RED ROSIN PAPER WITH JOINT$ LAPPED.
LIFTING PRECAUilONS' WHENE�ER A�ATERIALS OR EOUIPMENT NEED TO BE LIFTED OVER OR
NEAR AN E%ISPNG, OCCUPIED BUILDING, GIVE ADVANCE NOTICE AND ARRANGE WITH THE
OWNER OR PROJECT SITE REPRESENTATIVE TO HAVE ANY POiENTIALLY ENDANGERED SPACES
VACATE�. NO SUCH LIFPNG SHALL BE DONE WITHOUT iHE PERMISSION OF THE OIHNER OR
PROJECT SIIE REPRESENTA7IVE.
0. WORKMANSHIP: MAKE PROPER AN� APPROVE� CONNEClIONS OF NEW WORK TO EXISPNG
CONSTRUCPON AND ALL NECESSARY A�JUSIMENTS OF EITHER OR BO7H AS REOUIRE� TO
PRODUCE A COMPLEIE AND RNISHEO JOB. PATCHING AN� NEW WORK SHALL MATCH
EHISIING WNSTRUCPON, UNLESS OTHERWISE SHOWN OR SPECIFIE�, AN� SHALL COMPLY
WIIH THE APPLICABLE REOUIREMENTS OF 7HE INOIVIOUAL iECHNICAL SECTIONS OF iHE
SPEQFlCAPONS.
P. ALTERA710NS: CUT, PATCH, REPAIR, AN� PERFORIA O7HER AL7ERATIONS USING MECHANICS
SKILLE� IN 7HE PARPCULAR TRA�E OF WORK REQUIRED. WHERE REOUIRE� TO PATCH OR
EHTENO EXISTING CONSTRUCPON, OR BOTH, MATCH lHE EXISiING EXPOSE� SURFACE
MAiERIALS M RNISH, WLOR, TEXTURE, AN� PATTERNS.
Q. CLEANING: CLEAN THE EXISPNG SURFACES THAT ARE TO REMAIN IN THE AREAS OF WORK
OF iH15 CON7RACT. CLEAN PARPTIONS AF7ER ALL WORK IS DONE IN THE AREA.
R. REPAIRING: REPAIR ALL DAMAGE CAUSE� BY WORN OF THIS CON7RACT, AT NO A�DIPONAL
COST TO 1HE OWNER.
�IVISION 02 - EXISTWG CON�IiIONS - REFER TO QNL SHEETS IF APPLICABLE
DIVISION 03 - CONCRETE - REFER TO CIVIL SHEETS IF APPLICABLE
oiwsioN aa - MasoNRr - Nor usEo
DIVISION OS - METALS
SECPON 05.40.0� - COL� FORME� METAL FRAMWG
1. PROVI�E AND INSTALL PRIIAARY AND SECON�ARY FRAMWG MEIABERS, BRI�GWG, BRAQNG,
PLAIES, GUSSETS, CLIPS, FlTPNGS, REMFORCEMENT, AN� FAS7ENINGS AS REOUIRE� TO
PROVIDE A COMPLEIE FRAMING SYS7EM.
�IVISION O6 - WOOD. PLASTICS. AN� COIAP09iES
SECPON Ofi.10A� - ROUGH CARPEN7RY
1. PROWDE AND INSTALL ALL WORK NECESSARY FOR ROUGH CARPENTRY INCLl1�ING:
A. G00� GROUNDS, NAILERS, AN� BLOCKING.
B. WOOD FURRING & FRAMING.
C. ROOF PLATES ANO CANTS.
2 ALL WOOD BLOCNING, NAILERS, PLAIES AND PLYWOOD SHALL BE EHTERIOR GRAOE,
CHEMICALLY FlRE RETARDANT TREAIED.
3. ALL W00� IN CONTACT W17H MASONRY OR CONCRETE SHALL COMPLY W17H APPLICABLE
STANDARDS FOR PRESERVATNE iREAT1AENT LUMBER. (LUMBER AWPA C2).
SECTION 06.16.00 - SHEATHING
1. PROVIDE AND INSTALL 1/d' HARDIEBACKER CEMENT BOARD 8Y JAMES HARDIE BUILDING
PRO�UCTS INC AS SPECIFlED.
2 T1PE AN� THICKNESS: 1/4" 7HICK UNLESS OTHERWISE IN�ICAIED ON DRAWINGS.
3. CEMENT BOARD MSTALLAPON SHALL BE ON 20 GAOGE EOUIVALENT OR HEAVIER METAL
STUDS OR FURRING � 16" ON CENTER PoR EXISTING 24" O,C. MEiAL SiUDS - PROVIDE
HORIZONTAL BRAGNG AT 5'-0" AFF.
4. FAS7ENER SIZE: MINIMUM I-1/4". MAXIMUM FAS7ENER SPACING: 8 INCH ON CENTER FOR
WOOD/ S1EEL FRAIAING.
5. KEEP FASIENERS 3/8° FROM BOARD EDGES AND 2" FROM SHEET CORNERS FASTENERS TO
BE FLUSH WITH SURFACE WITHOUT OVER�RIVING.
5. INSTALL BOAR�S 1/4" ABOVE FLOOR ANO CAULK ACCOR�INGLY.
6. ALL JOINTS TO BE FlLLED YA7H IAORTAR AN� EIABEO 7' VADE HIGH-STRENGTH
ALNALI-RESISTANT GLASS FlBER TAPE IN THE MORTAR AN� LEVEL.
MORTAR TO BE: LATE% OR ACRYLIC MO�IRE� 7HMSET COMPLYWG WI1H AN51 A118.4 AN�
TYPE 1 IAAS➢C COIAPLYING YATH AN51 A736.1 (INiERIOR USE ONLY).
SECTION 06.20.00 - FlNISH CARPENTRY
1. PROVIDE ALL LABOR, MAIERIALS, SERNCE AND EOUIPMENT NECESSARY FOR ALL FlMSH
CARPENiRY WORK, INCLUDING, BUi NOT LIMIiED T0:
A. WSTALLATION OF DOORS AND HARDWARE.
B, WSTALLATION OF CABMETRY AS PROVIDED BY iHE TENANT,
G WSTALLATION OF PREFlNISHED PANELWG.
D, WSTALLATION OF PLASTIC AND LOW PRESSURE LAMINATES AS SCHEDULED.
IVI N 7 TH R A AN I R PR TI N N
�IVISION 08 - DOORS AND WINDOWS
SECTION 08.11.iJ - HOLLOW METAL DOORS AND FRAMES
1. PROVIDE ALL LABOR AND MAiERIALS, SERVICES AND EQUIPMENi NECESSARY TO COMPLETE
ALL WORK ASSOCIATED WITH STEEL DOORS AND FRAIAES.
2. HINGE� DOOR AND FRAMES DESCRIBED HEREIN ARE FOR A MA%. OF 4 FT. W1DE AND 8 FT.
HIGH �OORS, WMPLI1NG WITH STEEL DOOR INSIIME (S�I) RECOMMEN�E� SPECIFICATIONS.
3. WHERE flRE RATED DOOR ASSEMBLIES ARE INDICATED OR REQUIRED PROVI�E DOOR AND
FRAME ASSEMBLIES THAT COMPLY WI7H NFPA B0.
4. PROVI�E METAL FRAME FOR DOORS, FABRICATE� W1lH MIIERED CORNERS. FORM EXTERIOR
FRAMES OF 16 GAUGE FOR 1-3/4" �OORS, FWSH �OUBLE RABBEIE� TYPE WIiH 5/8"
�EEP STOPS W 2' FACE CORNERS TO 6E WELDE�. ER7ERIOR FRAMES SHALL BE
GALVANRED. MTERIOR FRAMES SHALL BE 18 GAUGE W1TH KNOCK - DOWN CONSTRUCTION.
5. FURNISH JAMB ANCHORS NOi LE55 THAN J PER JAIAB, AS REOUIRED TO SECURE FRAAIES
TO ADJACENi CONSTRUCiION. FORMED OF NOi LE55 THAN 18 GAUGE GALVANIZED SiEEL.
6. ExCEPi ON WEATHER-STRIPPED FRAMES, DRILL STOPS TO RECEIVE 3 SILENCERS ON JAMB
STRIXES OF FRAIAES PoR SINGLE DOORS, 2 SILENCERS ON HEADS OF FRAMES FOR PAIR OF
�OORS. PROVIDE GLYNN-JOHNSON GJ-64 SILENCERS FOR FlELD APPLICAiION AFTER
PAINTING.
7. APPLY 3 IAIL THICK BITUMINOUS COA➢NG INSIDE OF BOTH MTERIOR AND ENTERIOR DOOR
FRAMES WHICH WILL BE RLLED W1TH MORTAR.
B. WSTALL FlNISH HARDWARE AS SPEQFlED HEREIN.
9. HOLLOW AIETAL DOORS SHALL BE 18 GAUGE EATERIOR DOORS SHALL BE GALVANIZED
FLUSH TYPE WITH INSULAiION,
SEC➢ON 08.14.ifi - FWSH WOOD DOORS
1. PROVI�E ALL LABOR AND IAATERIALS, SERVICES AND EQUIPA�ENT NECESSARY TO COMPLETE
ALL WORK ASSOCIATED WITH MTERIOR WOOD DOORS.
2 CVS/PHARMACY HAS EN7ERED INTO A NA710NAL ACCOUNT AGREEMENT W17H DH PACE FOR
FURNISHING THE WOOD �OORS PACKAGE AS SPECIFIED IN hilS SECTION. COMPLEIE
WSTALLATION SHALL BE BY 7HE CONTRACTOR. FOR PRICING �UOTA710N5, PLACING ORDERS,
AND FUR7HER MFORMAPON, PLEASE CALL DH PACE AT (417) 873-1878.
3. INTERIOR FWSH WOOD �OORS:
A. REFER TO �RAR7NGS FOR LOCATIONS AN� AD�ITIONAL RE�l11REMENTS.
B. QUALITY STANDAR�: COSTOM GRADE, HEAVY �UTY PERFORMANCE, IN ACWRDANCE lM7H
AWI/AWMAC/WI (AWS).
C. NON-RAiED SOLID CORE: TWE PARTICLEBOARD CORE (PC).
D, WOOD VENEER FACING FOR 7RANSPARENT FIMSH: 5-PLY OR 7-PLY, NATURAL BIRCH,
VENEER GRADE, ROTARY WT, WI7H BOOK MATCH BETWEEN LEAVES OF VENEER.
E. CORE CONS7RUCTE� WITH STILES AND RAILS: PRONDE SOLID BLOCKS AT LOCK EDGE AND
TOP OF DOOR FOR CLOSER FOR HAR�WARE REWFORCEMENT AND FOR O7HER
THROUGHBOLTED HAR�WARE.
E FACTORY MACHINE DOORS FOR HARDWARE O7HER THAN SURFACE-MOUNTED HARDWARE,IN
ACCORDANCE W17H HARDWARE REOUIREMENTS AND DIMENSIONS.
G. FACTORY FIT DOORS FOR FRAME OPENING DIMENSIONS, WITH E�GE CLEARANCES IN
ACCORDANCE W17H SPEGFIED QUALITY STANDARD.
H. PROVIDE EDGE CLEARANCES IN ACCORDANCE WITH THE QUALITY STANDARD SPEqFIED.
L FlELD APPLIED 7RANSPARENT FINISH: AS IN�ICAIED ON DRAWING.
4. VERIFY EXISTING CON�ITIONS OPENING SIZES AN� TOLERANCES ARE ACCEPTABLE BEFORE
STARTWG WORN.
5. DO NOT INSTALL OOORS W FRAME OPENINGS THAT ARE NOT PWMB OR ARE
OUT-0E-TOLERANCE FOR SIZE OR ALIGNMENT.
6. INSTALL DOORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCilONS AND SPECIFlED
QUALIiY STANDARD.
7. USE IAACHWE TOOLS TO CUT OR DRILL FOR HARDWARE.
B. WORDINATE INSTALLATION OF DOORS YATH INSTALLATION OF FRAMES AND HARDWARE.
9. ADJUST DOORS FOR SMOOTH AND BALANCED DOOR MOVEMENT.
10. ADJUST CLOSERS FOR NLL CLOSURE.
SECTION �8.3�.00 - SPECIAL �OORS & WIN�OWS
1. PROVIDE ALL LABOR AND IAATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE
ALL WORK ASSOCIATED WITH SPECIAL DOORS AND WINDOWS.
2. ALUMINUTA SECURITY ROLL �OWN GRILLES SHALL BE IAOTORRED OR MANUAL OPERATION.
PROVIDE TRACK, HOUSING ETG FOR A COM1IPLETE WSTALLATION PER MANUFACTURERS
REQUIREIAENTS.
SECTION 08.56.59 - DRNE THRU WINDOW
1. CVS/PHARMACY HAS EN7ERED INTO A NAPONAL ACCOUNT AGREEMENT W17H DIEBOLD, INC.
FOR FURN6HING 7HE �RIVE-7HRU WINOOW SPECIFIED IN THIS SECPON. COMPLETE
INSTALLATION SHALL BE BY THE CONIRACTOR. FOR PRICING �UOTATIONS, PLACING ORDERS,
AND FUR7HER MFORMATION, CALL �IEBOLO, INC. AT (508) 480-6400.
2 PROVIDE ALL LABOR AND MAIERIALS, SERVICES AN� EQUIPMENT NECESSARY TO COMPLETE
ALL WORK ASSOCIATE� WITH THE �RIVE THRU WINDOW.
3. AS IN�ICAIE� ON �RAIHNGS, PRON�E SLIDING W1N�OW UNIT WITH LEVEL 1, BULLET
RESISTANT GLAZING AS MANl1FACTURE� BY DIEBOL�, INC.
4. CHECN ACTUAL W1N�OW OPENWGS BY ACCURAIE REL� MEASUREMENT BEFORE FABRICAiION.
SHOW RECOR�E� MEASl1REMENTS ON SHOP �RAWINGS. WORDINATE FABRICATION SCHEDOLE
WI7H CONS7RUCilON PROGRESS TO AV01� OELAY OF THE WORK.
5. PROVIDE A COMPLEIE WINOOW ASSEMBLY, INCLU�ING GLAZWG, W17H �EAL DRAWER AN� AN
AU�IO PACKAGE WI7H TWO (2) COMMASTER AUDIO CONSOLES, ONE (1) PRIVACY HAN�SET,
AND ONE (1) CHIME INTERFACE OPTION.
SECTION 08.71.00 - DOOR HARDWARE
1. PROVIDE LABOR, MAIERIALS, SERVICES AND EQUIPMENT NECESSARY FOR COMPLEIE
INSTALLATION OF FlNISH HARDWARE.
2 HINGES: 3-1/Y x 3-1/7' INCHES FOR 1-3/8" DOORS AND 1/2" x 5° FOR 1-3/4"
DOORS FURNISH NON REMOVABLE PINS (NRP) FOR HINGES ON EXiERIOR OUTSWWGING
�OORS. (ONE PER OPENWG).
3. LOCK SEiS AND LATCH $ETS:
(STANDARD DUTY CYLINDRICAL): SERIES AND FUNCTION DESIGNATIONS ARE SCHLAGE.
FURNISH LATCHBOLT ASSEMBLIES WITH PREPARATION DIMENSIONS IDENPCAL TO HEAVY DUTY
CYLIN�RICAL, ANSI A15fi2 SERIES 4�00, GRA�E 1. ALL HAR�WARE TO MEET A.D.A.
REQUIREMENTS. - PROWDE LEVER HAN�LE DESIGN. PRIVACY LOCK SET AT TOILETS.
(PASSAGE LATCH SET AT STOCK ROOM DOORS. EXIT LOCAIE� AT REAR AN� SI�E
E%TERIOR DOOR.
4. DOOR CLOSER:
FURNISH SURFACE MOUNIED TYPE WITH PARALLEL ARM - �ORMA 861fi, NO SUBS7IMIONS.
5. WEATHER-S7RIPPWG
PROVIDE WEATHER-S7RIPPWG, 7HRESHOLD AN� �OOR SWEEP AT ALL EXTERIOR DOORS.
6. REFER TO 7HE �RAWINGS FOR A��ITIONAL ITEMS. HAR�WARE FINISH TO BE US 26D.
SECPON �8.8�.00 - GLAZING
1. PROVIDE ALL LABOR AND MAIERIALS, SERVICES AND EQUIPIAENT NECESSARY TO COMPLETE
ALL WORN ASSOCIATE� WITH GLA➢NG PER ASTM 1172 FOR LAMINATE� GLASS AN� ASTM E
2190 FOR INSULATWG GLASS.
2 PROVI�E 1" WSULATED GLASS AS INDICATED ON iHESE DRAWINGS W1TH DUAL SEALS AND
MANUFACTURER'S STANDARD SPACER MAiERIAL AND CONSiRUCTION.
3. PROVIDE 1/4" LAMINATED GLASS AS INOICATE� ON THESE DRAWINGS W17H POLYVINYL
BUTYRAL INTERLAYER TO COMPLY WITH IN7ERLAYER MANOFACTURER'S WRIT7EN
INSTRUC710NS.
DIVISION 09 - FlNISHES
SECTION �429.00 - GYPSUM BOARD
1. PROVI�E AND MSTALL GIPSUTA �RYWALL AS INDICATE� ON THESE DRAWINGS, AND PER
ASTA1 C11 OR GA-505 BY THE GIPSUTA ASSOQATION.
2. PROVI�E 5�8° GIPSUM BOARD AS IN�ICATE� ON THESE DRAWINGS, AS MANUFACNRE� BY
DOMTAR GYPSUM AMERICA,INC., GOLD BOND BLDG. PRODUCTS, AND US GYPSUM C0.
3. GIPSUM BOAR� INSTALLA710N WILL BE ON METAL SID�S OR FURRING � 16" ON CENTER
UNLESS O7HERWISE NOIE�. ADJUST GAUGE AS REQUIRED FOR UNSUPPOR7E� LENGTH PER 5
PSF. FOR LOA�ING REFER TO 7HE DRAWINGS FOR MINIMUM GAUGE.
4. INSTALL WAIER RESISTANT GWSUM BOAR�, PER ASiM C30 AT TOILETS, SERVICE SINN, ALL
SINNS AN� ROOR DRAIN AREAS.
5. PROVIDE MANUFACTURER'S STANDARD 7RIM ACCESSORIES, WCLUDING BUT NOT LIMIIED TO
WRNER BEA�, L TYPE E�GES, 7RIM BEDS, U TYPE EDGE TRIIA 6EA�, SPECIAL L CURVED
TYPE E�GE iRIM BEAD AND ONE PIECE CONTROL JOINT 6EAD.
6. PROVI�E CONTROL JOINTS IN WALLS AT NOT MORE THAN 30' SPACING AND IN SOFFITS NOT
E%CEEOING 50� SPACING, OR AS INDICAIE� ON 7HE �RAWINGS.
7. APPLY TREA7MENT AT GYPSUM BOAR� JOINTS, INCLUOING JOINT TAPE AT ALL JOIN75
BE7l4EEN GYPSUM BOARDS AN� MIR 2 COATS GYPSOM JOINT COMPOUND (OMIT 7HIRD COAT
AND SANDING ON CONCEALED DRYWALL WORK)
8. EkTERIOR GYPSUM SHEAhiING - 5/8" DENS-GLA55 GOLD PER ASTM, C79.
9. USE METAL CORNER BEADS ON ALL GIPSUM BOARD E%TERIOR CORNERS.
10. INSTALL METAL TRIM ON ALL GMSUM BOARD EDGES ABUTTING O7HER MATERIALS OR
STOPPING SHORT OF O7HER MATERIALS TO FORM A REVEAL OR RECESS.
DIVISION 09 - FINISHES (CON71NUE5 ON NEkT PAGE)
r4���
n
harmac
p y
HUB/SSSI
s7oRe MI�eER� 08674
1421 RANGELME ROAD
CARMEL, IN 46032
CAPCADE: (90/88)
CS PROJECT NUMBER 138374 I
ARCHITECT OF RECORD�
\ J
CONSULTANT ENGINEER�
CONSULTANT�
SEAL�
REVISIONS:
03-09-2020 PERMIT SET
DRAWING BY: JN
CVS PROJECT MANAGEk E ROSARIO
DATE: 03-09-2020
JOB NUMBER: JCDT19.0401.00
TITLE:
GENERALNOTES
& SPECIFICATIONS
SHEET NUMBER:
G3
COMMENTS: