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T1.0
ARCABASCIO
AS NOTED
SH
EE
T IN
DEX
AN
D V
ICIN
ITY
MAP
TITL
E S
HE
ET /
PROPOSED ADDITION & REMODEL OF:MICHAEL & JANET LEITMAN RESIDENCE
73-060 SOMERA ROADPALM DESERT, CALIFORNIA 92260
STRUCTURAL
ARCHITECTURALSHEET DESCRIPTIONSHEET
MECHANICAL
TITLE/COVER SHEET, MAP, SHEET INDEX
ABBREVIATIONS, GRAPHIC STANDARDS,
DEMOLITION SITE PLAN
SITE PLAN
DEMOLITION PLAN
FLOOR PLAN
DIMENSION PLAN
ROOF PLAN
DEMOLITION EXTERIOR ELEVATION
EXTERIOR ELEVATIONS
BUILDING SECTIONS
DOOR + WINDOW SCHEDULE
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
ELECTRICAL
TITLE 24
NORTH
ARCABASCIO STUDIOS PC
35751 GATEWAY DR. #J1011PALM DESERT, CALIFORNIA 92211
TEL: 248.320.9406
CONTACT: SEBASTIAN ARCABASCIOE-MAIL: [email protected]
B.G. STRUCTURAL ENG., INC.
43-100 COOK STREET, SUITE 203PALM DESERT, CALIFORNIA 92211
TEL: 760.568.3553FAX: 760.568.5681
CONTACT: BRIAN GOTTLIEBE-MAIL: [email protected]
MRC ENGINEERING, INC.
72-880 FRED WARING DRIVE, SUITE C-11PALM DESERT, CALIFORNIA 92260
TEL: (760) 340-9005FAX: (760) 340-9100
CONTACT: JIM O'CONNORE-MAIL: [email protected]
MRC ENGINEERING, INC.
72-880 FRED WARING DRIVE, SUITE C-11PALM DESERT, CALIFORNIA 92260
TEL: (760) 340-9005FAX: (760) 340-9100
CONTACT: VICTOR LEONE-MAIL: [email protected]
MRC ENGINEERING, INC.
72-880 FRED WARING DRIVE, SUITE C-11PALM DESERT, CALIFORNIA 92260
TEL: (760) 340-9005FAX: (760) 340-9100
CONTACT: BIBI MOSCOVICIE-MAIL: [email protected]
[E] RESIDENCE - REMODEL
R-3APN NUMBER: 630-301-008
(AS OF JANUARY 1, 2008)CALIFORNIA CODE OF REGULATIONS (C.C.R.) GOVERNING THIS PROJECT:
2007 CALIFORNIA ADMINISTRATIVE CODE, PART 12007 CALIFORNIA BUILDING CODE, PART 22007 CALIFORNIA ELECTRICAL CODE, PART 32007 CALIFORNIA MECHANICAL CODE, PART 42007 CALIFORNIA PLUMBING CODE, PART 52007 CALIFORNIA ENERGY CODE, PART 62007 CALIFORNIA FIRE CODE, PART 92007 CALIFORNIA REFERENCED STANDARDS CODE, PART 12
AMERICANS WITH DISABILITIES ACT (ADA), TITLE II
NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 1998 EDITIONNFPA 72 NATIONAL FIRE ALARM CODE 2002 EDITION
(CALIFORNIA AMENDED)NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEM 2000 EDITION
OWNER ARCHITECT STRUCTURAL MECHANICAL ELECTRICAL PLUMBINGMICHAEL + JANET
LEITMAN
73-060 SOMERA RD.PALM DESERT, CALIFORNIA 92260
TEL: 650.796.9378
CONTACT: JANET LEITMAN
VICINITY MAP PROJECT DATA APPLICABLE CODES SHEET INDEX
V-B NON-SPRINKLERED
14'-0"
EXISTING RESIDENCE:EXISTING GARAGE/MECH:
TOTAL EXISTING:
TOTAL STRUCTURE:
T1.0
A0.1
A1.0
A1.1
A2.0
A2.1
A2.2
A2.3
A3.0
A3.1
A4.0
A5.0
A6.0
A6.1
A6.2
A6.3
SHEET DESCRIPTIONSHEET
PLOT DATE:
SHEET:
PROJECT:
SCALE:
DRAWN:
TH
ES
E D
RA
WIN
GS
AR
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N IN
STR
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EN
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:
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DP
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CA
LIFO
RN
IA 9
2260
PROGRESS SET - NOT FOR CONSTRUCTION -
06/17/10
NO. REVISIONS DATE
06.17.2010
AR
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PROJECT SUMMARYPROJECT IS PROPOSED ADDITION + REMODEL OF AN EXISTING RESIDENCE WITH EXPANSION ANDASSOCIATED SITE WORK, GENERALLY DESCRIBED AS FOLLOWS:
A. REMOVE SITE WALLS, INTERIOR WALLS AND SOME EXTERIOR WALLS + HARDSCAPE.B. ADD NEW SITE WALLS, TRELLIS + HARDSCAPE.C. ADD NEW INTERIOR + EXTERIOR WALLS, FOOTINGS + SLABS.D. REPAIR, PATCH AND EXTEND NEW ROOF TO NEW EXTERIOR ENVELOPE.
SHEET DESCRIPTIONSHEETGENERAL NOTESGENERAL NOTESGENERAL NOTESFOUNDATION PLANFOUNDATION PLANFRAMING PLANFRAMING PLANSECTION VIEWSSECTION VIEWSFOUNDATION DETAILSFRAMING DETAILSFRAMING DETAILS
S-1S-1.1S-1.2S-2S-2.1S-3S-3.1S-4S-4.1S-5S-6S-6.1
SHEET DESCRIPTIONSHEET
SHEET DESCRIPTIONSHEET
GENERAL NOTES & LEGENDSSINGLE LINE DIAGRAM & SCHEDULESBUILDING 'A' - LIGHTING PLANBUILDING 'A' - POWER PLANBUILDING 'B' - LIGHTING & POWER PLAN
E1.0E1.1E2.0E2.1E2.2
GENERAL NOTES & LEGENDSSCHEDULES & DETAILSBUILDING 'A' - FLOOR PLANBUILDING 'B' - FLOOR PLAN & SECTIONBUILDING 'A' - SECTIONS
M1.0M1.1M2.0M2.1M3.0
TITLE 24 COMPLIANCE FORMSTITLE 24 COMPLIANCE FORMSTITLE 24 COMPLIANCE FORMS
T1.0T1.1T1.2
PLUMBINGSHEET DESCRIPTIONSHEETGENERAL NOTES & LEGENDSPLUMBING SCHEDULESBUILDING 'A' - FLOOR PLANBUILDING 'B' - FLOOR PLANPLUMBING DETAILS
P1.0P1.1P2.0P2.1P3.0
3,059 SQ. FT.491 SQ. FT.
3,877 SQ. FT.
4,456 SQ. FT.
A0.1
G.R.
AS NOTED
GR
AP
HIC
STA
ND
ARD
SG
EN
ER
AL
NO
TES
CB
C 2
007
CO
DE
AN
ALYS
IS
AB
BR
EV
IATI
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S
PLOT DATE:
SHEET:
PROJECT:
SCALE:
DRAWN:
TH
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:
73-0
60 S
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CA
LIFO
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IA 9
2260
PROGRESS SET - NOT FOR CONSTRUCTION -
06/17/10
NO. REVISIONS DATE
06.17.2010
AR
CH
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LAN
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GIN
TER
IOR
DE
SIG
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751
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9211
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6
A/C AIR-CONDITIONINGACC ACCESSIBLEAB ANCHOR BOLTABV ABOVEADA AMERICANS WITH DISABILITIES ACTADB AUTOMATIC DOOR BOTTOMADJ "ADJUSTABLE, ADJACENT"AFF ABOVE FINISHED FLOORAL ALUMINUMANOD ANODIZEDAPPROX APPROXIMATE(LY)ARCH ARCHITECT,(URE),(URAL)AUTO AUTOMATICBD BOARDBEL BELOWBET BETWEENBLDG BUILDINGBLKG BLOCKINGBM BEAMBTM BOTTOMBUR BUILT UP ROOFINGC CHANNELCA CALIFORNIACAB CABINETCBC CALIFORNIA BUILDING CODECCR CALIFORNIA CODE OF REGULATIONSCDE CALIFORNIA DEPARTMENT
OF EDUCATIONCEM CEMENTCFCI CONTRACTOR FURNISHED-
CONTRACTOR INSTALLEDCFOI CONTRACTOR FURNISHED-
OWNER INSTALLEDCI CAST IRONCJ CONTROL JOINTCL CENTERLINECLF CHAIN LINK FENCECLG CEILINGCLR CLEAR(ANCE)CMU CONCRETE MASONRY UNITCNT COUNTCO CASED OPENINGCOL COLUMNCOMP COMPARTMENT,COMPONENT,
COMPOSITE,COMPOSITION,COMPRESS,COMPUTER
CONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUS, CONTINUE(D)CONTR CONTRACTORCORR CORRECT, CORRESPONDING,
CORRIDORCT CERAMIC TILECTSK COUNTERSUNKDA DISABLED ACCESS,
DESIGNATED ACCESSIBLEDECR DECREASE,(D),(ING)DEPT DEPARTMENTDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDIV DIVISIONDK DARKDN DOWNDO DITTODR DOORDSA DIVISION OF THE STATE
ARCHITECTDWG DRAWINGE EAST(E) EXISTINGEG EGGSHELLEJ EXPANSION JOINTEL ELEVATIONELECT ELECTRICALELEV ELEVATOREMER EMERGENCYENC ENCLOSE(URE)EQ EQUAL, EQUIVALENTEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREXH EXHAUSTEXP EXPOSED, EXPANSIONEXS EXTRA STRONGEXG EXISTINGEXT EXTERIORFAST FASTEN, FASTENERFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH(ED) FLOORFFE FINISH FLOOR ELEVATIONFHMS FLATHEAD MACHINE SCREWFHWS FLATHEAD WOOD SCREWFIN FINISH(ED)FIXT FIXTURE(S)FLR FLOOR(ING), FLUORESCENTFO FINISH(ED) OPENING, FACE OFFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDSFS FLOOR SINKFT FEET, FOOTFTG FOOTINGFWC FABRIC WALL COVERINGGA GAGE, GAUGEGALV GALVANIZEDGA GAGE, GAUGEGALV GALVANIZEDGFRC GLASS FIBER REINFORCED CONCRETEGI GALVANIZED IRONGR GRADEGYP GYPSUMHDR HEADERHDWR HARDWAREHP HIGH POINTHOR HORIZONTALHM HOLLOW METALHR HOURHT HEIGHTHVAC HEATING/VENTILATING/ AIR-CONDITIONINGID INSIDE DIAMETERIN INCH, INCHESINT INTERIORISA INTERNATIONAL SYMBOL OF ACCESSIBILITYJT JOINTL ANGLELA LOS ANGELESLAM LAMINATE(D)LAN LOCAL AREA NETWORKLAV LAVATORYLB POUNDLBL LABELLBS POUNDSLED LIGHT EMITTING DIODELF LINEAR FOOT/FEETLH LEFT HANDLN LINELP LOW POINTLT LIGHTMATL MATERIALMAX MAXIMUMMBR MEMBERMECH MECHANIC(AL)MED MEDIUMMFR MANUFACTURE(R)MIN MINIMUM, MINUTE
MISC MISCELLANEOUSMM MILLIMETERMO MASONRY OPENINGMT MOUNTMTL METALN NORTH(N) NEWN/A NOT APPLICABLE/NOT AVAILABLE/
NOT ALLOWEDNAT NATURALNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEOC ON CENTEROCC OCCUPANT(S), OCCUPANCYOD OUTSIDE DIAMETEROFCI OWNER FURNISHED-CONTRACTOR INSTALLEDOFOI OWNER FURNISHED-OWNER INSTALLEDOPG OPENINGOPP OPPOSITEPERF PERFORATEDPL PLATE, PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTICPLF POUNDS PER LINEAR FOOTPLUMB PLUMBINGPOC POINT OF CONNECTIONPR PAIRPROP PROPERTYPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PAINTPTD PAINTEDPTN PARTITIONPVC POLY VINYL CHLORIDEPLWD PLYWOODQT QUARRY TILEQTY QUANTITYQUAL QUALITYR RISERRA RETURN AIRRAD RADIUSREF REFER, REFERENCEREFR REFRIGERATORREQ REQUIREMENTREQD REQUIREDREV REVISION(S), REVISE(D)RH RIGHT HANDRHMB ROUNDHEAD MACHINE BOLTRHMS ROUNDHEAD MACHINE SCREWRM ROOMRO ROUGH OPENINGRWD REDWOODS SOUTHS&P SHELF-POLESA SUPPLY AIRSCHD SCHEDULESEC SECOND, SECTIONSECT SECTIONSF SQUARE FOOT/FEETSG SEMI-GLOSSSHT SHEETSHTHG SHEATHINGSIM SIMILARSJ SEISMIC JOINTST STEELSTD STANDARDSTFT STOREFRONTSTR STRUCTURALSUSP SUSPENDEDSYM SYMMETRY(ICAL)T TREADT&G TONGUE AND GROOVETBD TO BE DETERMINEDTBL TABLETHK THICK(NESS)TOC TOP OF CONCRETE, TOP OF CURBTOP TOP OF PARAPETTOS TOP OF STEEL, TOP OF SHEATHINGTOW TOP OF WALLTS TUBE STEELTYP TYPICALUBC UNIFORM BUILDING CODEUNF UNFINISHEDUON UNLESS NOTED OTHERWISEVCT VINYL COMPOSITION TILEV.I.F. VERIFY IN FIELDVERT VERTICALVT VINYL TILEVWC VINYL WALL COVERINGW WEST, W SHAPEW/ WITHWC WATER CLOSETW/O WITHOUTWP WATERPROOFING
ABBREVIATIONS GENERAL NOTES1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING:
2007 CALIFORNIA ADMINISTRATIVE CODE, PART 12007 CALIFORNIA BUILDING CODE, PART 22007 CALIFORNIA ELECTRICAL CODE, PART 32007 CALIFORNIA MECHANICAL CODE, PART 42007 CALIFORNIA PLUMBING CODE, PART 52007 CALIFORNIA ENERGY CODE, PART 62007 CALIFORNIA FIRE CODE, PART 92007 CALIFORNIA REFERENCED STANDARDS CODE, PART 12
2. MECHANICAL AND ELECTRICAL DRAWINGS ARE COMPLIMENTRY TO THE ARCHITECTURALDRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THEARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH THE INSTALLATION OF STRUCTURAL,MECHANICAL, PLUMBING AND ELECTRICAL, OR FINISH WORK. SHOULD THERE BE ADISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTANT DRAWINGSTHAT COULD CAUSE AN AWKWARD INSTALLATION. IT SHALL BE BROUGHT TO THE ARCHITECTSATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORKINSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED AT THEEXPENSE OF THE CONTRACTOR AND AT NO ADDITIONAL COST TO THE OWNER OR THEARCHITECT.
3. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS ANDDIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH SUBSEQUENT WORK. THE ARCHITECTSHALL BE NOTIFIED OF ANY DISCREPANCIES IN WRITING FOR CLARIFICATION PRIOR TOPROCEEDING WITH SAID WORK.
4. SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BECONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING SYMBOLSAND ABBREVIATIONS, OR THERE EXACT MEANING, THE CONTRACTOR SHALL NOTIFY THEARCHITECT FOR CLARIFICATION.
5. THE CONTRACTOR SHALL, IN CONJUNCTION WITH OTHER TRADES, PROVIDE ALL CUTTING,PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE THE WORK ANDRESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THISCONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE ARCHITECT AND THEOWNER.
6. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTERFLASHING, EXPANSION JOINTS, SHALL BECONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF.
7. PROVIDE ELECTROLYTIC ISOLATION BETWEEN DISSIMILAR METALS.
8. PROVIDE INSPECTION AND REPAIR ACCESS FOR PLUMBING FIXTURES HAVING CONCEALEDSLIP JOINT CONNECTIONS AND SHUT OFF VALVES.
9. STEEL SHOP DRAWINGS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE ARCHITECTAND THE STRUCTURAL ENGINEER, PRIOR TO ANY FABRICATION OR INSTALLATION.
10. GENERAL CONTRACTOR SHALL COORDINATE SITE UTILITIES (PLUMBING, ELECTRICAL,TELEPHONE AND UNDERGROUND WORK..
11. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE, FACE OF MASONRY,CENTERLINE OF STEEL BEAMS OR COLUMNS, (UNLESS OTHERWISE NOTED).
12. FINISH FLOOR ELEVATIONS ARE TOP OF CONCRETE SLAB. (UNLESS OTHERWISE NOTED).
13. THE GENERAL CONTRACTOR SHALL COORDINATE FRAMING MEMBERS, THEY SHALL BE SPACEDTO PERMIT INSTALLATION OF REQUIRED PIPING / CONDUITS PER CODE. THE GENERALCONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACES AND BLOCKING ASREQUIRED FOR A COMPLETE IINSTALLATION. THIS INCLUDES ALL BACKING PLATES FORRAILINGS, CASEWORK, TOILET ROOM ACCESSORIES, MECHANICAL, PLUMBING, ELECTRICAL ORMISCELLANEOUS EQUIPMENT.
14. INSTALL METAL CORNER BEADS AT ALL EXPOSED GYP. BOARD EDGES AND OR WHEREVERPLASTER, ETC. ABUTS DISSIMILAR FINISH MATERIALS. PROVIDE A CONTINUOUS SEALANT JOINTWITH A BACKER ROD AS REQUIRED.
15. ALL EXTERIOR DOOR LANDINGS GRADE SHALL HAVE A SMOOTH TRANSITION TO ADJACENTPAVED SURFACES.
16. WITH 72 HOUR NOTIFICATION AND PRIOR TO THE POURING OF CONCRETE, THE FOUNDATIONENGINEER AND STRUCTURAL ENGINEER SHALL INSPECT AND APPROVE THE FOOTINGEXCAVATIONS.
17. THE REUSE OF ORIGINAL OR ALTERED DRAWINGS, BY THE OWNER, AGENTS FOR THE OWNER,OR OTHER PARTIES WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT IS PROHIBITED. THECONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE ARCHITECT FROMALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY FEES ARISING OUT OFTHE REUSE OF THESE DRAWINGS.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,MATERIALS, TECHNIQUES, SEQUENCES OR PROCEDURES AND THE SAFETYPRECAUTIONS/PROGRAMS IN CONNECTION WITH THE WORK. THE ARCHITECT DOES NOTGUARANTEE THE CONTRACTOR'S PERFORMANCE. IN NO CASE, DO THESE CONTRACTDOCUMENTS RELIEVE THE GENERAL CONTRACTOR FROM ANY LIABILITY DUE TO NEGLIGENCE,INCOMPETENCE OR ERRORS OF OMISSION.
19. THE ARCHITECT PREPARING THESE CONSTRUCTION DOCUMENTS WILL NOT BE RESPONSIBLEFOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO THESE DOCUMENTS. ALL CHANGES TOTHESE DOCUMENTS MUST BE SUBMITTED IN WRITING AND THE APPROPRIATE DOCUMENTS.
20. DO NOT START DEMOLITION WITHOUT OBTAINING WRITTEN NOTICE TO PROCEED FROM CITYOF PALM DESERT .
21. COORDINATE ALL BUILDING DEMOLITION WITH CITY OF PALM DESERT ; COORDINATING ALLWORK WITH THE LEAST AMOUNT OF DISTURBANCE POSSIBLE.
22. LEAVE SITE AND BUILDINGS IN A SECURED/BARRICADED CONDITION DURING OFF HOURSACCEPTABLE TO THE CITY OF PALM DESERT .
23. PROTECT EXISTING COMMON AREAS DURING CONSTRUCTION, PATCH, REPAIR AND ORREPLACE AS NECESSARY PRIOR TO COMPLETION OF WORK.
24. DISPOSE OF DEBRIS, RUBBISH, ETC., AS REQUIRED BY CODE. LEAVE THE WORK AREAS BROOMSWEPT CLEAN ON A DAILY BASIS.
25. COORDINATE TEMPORARY DUST-TIGHT PARTITIONS WITH THE CITY OF PALM DESERT , TOSEPARATE WORK FROM ON-GOING DAILY OPERATIONS.
26. ALL SUBSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE CITY OF PALM DESERT ,PRIOR TO PURCHASE, FABRICATION AND INSTALLATION OF SUCH ITEM(S).
GRAPHIC STANDARDS
CONTINUATION
SEE SHEET X-X
CENTER LINES OF COLUMNS GRIDS, FLOOR LINESIN EXTERIOR ELEVATIONS, PROJECTED LINES
PROPERTY LINEBOUNDARY LINE
BREAK LINES / MATERIAL CONTINUES
ELEVATION SHOWNELEVATION NUMBERSHEET WHERE ELEVATION IS LOCATED
SECTION IDENTIFICATIONSHEET WHERE SECTION IS LOCATED
SECTION IDENTIFICATIONSHEET WHERE SECTION IS LOCATED
SECTION IDENTIFICATIONSHEET WHERE SECTION IS LOCATED
DETAIL IDENTIFICATIONSHEET WHERE DETAIL IS LOCATED
NUMERICAL SEQUENCING [NORTH-SOUTH]ALPHABETICAL SEQUENCING [EAST-WEST]
NUMERICAL SEQUENCING [NORTH-SOUTH]ALPHABETICAL SEQUENCING [EAST-WEST]
DEMOLITION KEYNOTECONSTRUCTION KEYNOTE
ROOM NAMEROOM NUMBER
LOCATION DESCRIPTIONHEIGHT LOCATION
DELTA SYMBOLREVISION CLOUD
DOOR IDENTIFICATIONWINDOW IDENTIFICATION
EXIT LOCATION
CONCRETE MASONRY UNIT
LIGHT WEIGHT CONCRETE
CAST-IN-PLACE/ PRE-CAST CONCRETE
STONE
BLOCKING (N0N-CONTINUOUS)
ROUGH/CONTINUOUS BLOCKING
FINISH WOOD
RIGID INSULATION
BATT/LOOSE FILL INSULATION
GYPSUM WALLBOARD
STEEL/ OTHER METALS
PLYWOOD
WALL LEGEND
2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP,BOARD BOTH SIDES.
2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP,BOARD BOTH SIDES + FULL THICKSONO-BATTS INSULATION
2 X 6 STUDS AT 16" O.C. WITH 5/8" GYP,BOARD BOTH SIDES + FULL THICKSONO-BATTS INSULATION
EINTEGRAL COLOR EXT. CEMENT PLASTEROVER SELF-FURRING LATH ON 2x6 STUDSAT 16" O.C. W/ R-21 BATTS INSULATION, 5/8"GYP. BOARD AT INTERIOR FACE.
C
B
A
2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP,BOARD ONE SIDE AND TILE IN TOILETROOMS AT 48" A.F.F.
D
FEXTERIOR FINISH ON CEMENT PLASTEROVER SELF-FURRING LATH ON 8 x 8 x 16CMU WALLS PER STRUCTURAL.
119A 119B
120
WH
A1.0
SAA
AS NOTED
DE
MO
LITI
ON
SIT
E PL
AN
PLOT DATE:
SHEET:
PROJECT:
SCALE:
DRAWN:
06.1
7.20
10
TH
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RA
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STR
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:
73-0
60 S
OM
ER
A R
OA
DP
ALM
DE
SE
RT,
CA
LIFO
RN
IA 9
2260
PROGRESS SET - NOT FOR CONSTRUCTION -
06/17/10
NO. REVISIONS DATE
06.17.2010
AR
CH
ITE
CTU
RE
. P
LAN
NIN
GIN
TER
IOR
DE
SIG
N35
751
GAT
EWAY
DR
. J10
11 -
PLA
M D
ESE
RT
CA
9211
248
.320
.940
6
SCALE: 1/8" = 1'-0"
DEMO SITE PLAN NORTH
DEMOLITION NOTES1. THE GENERAL CONTRACTOR SHALL MAINTAIN ALL EXISTING EXITS, EXIT PASSAGEWAYS
AND STAIRWAYS CLEAR AT ALL TIMES.
2. MAINTAIN EXISTING CONSTRUCTION UTILITIES, INCLUDING POWER AND LIGHTING,OPERATIONAL IN REMAINING BUILDINGS. SALVAGE AND STOCKPILE UTILITY FIXTURESAND APPARATUS AS DIRECTED BY OWNER.
3. PROVIDE TEMPORARY BARRICADES AT EXPOSED CONSTRUCTION. PROVIDE BRACING,SHORING SUPPORT (BOTH TEMPORARY AND INTERIM) AND GRAPHICS WHEREREQUIRED BY CITY OF PALM DESERT .
DEMOLITION KEY NOTESREMOVE EXISTING WALL SYSTEM IDENTIFIED. NOTIFY ARCHITECT IMMEDIATELY OFANY DEMOLITION ACTIVITIES THAT IMPACT EXISTING BUILDING STRUCTURE.
REMOVE EXISTING HARDSCAPE AND PREPARE AREA FOR NEW SLAB.
REMOVE EXISTING PLANTER PAVER TO ACCOMMODATE NEW SLAB.
REMOVE EXISTING CMU SITE WALLS.
WALL LEGEND
EXISTING WALL TO REMAIN
EXISTING SITE WALL OR HARDSCAPE TO BE REMOVED
EXISTING TREE TO BE TRIMMED BACK TO ACCOMMODATE NEW ADDITION.
RELOCATE EXISTING UTILITIES TO NEW LOCATION - REFER TO MECHANICALDRAWINGS.
REMOVE EXISTING SITE GATE.
REMOVE EXISTING TREE ROOTS AND PREPARE AREA FOR NEW HARDSCAPE.
REMOVE TOP TWO COURSES OF CMU BLOCK ON RETAINING WALLS. PREPARE FORNEW HARDSCAPE.
REMOVE EXISTING CONCRETE STEPS.
DEMOLISH EXISTING PLANTS+SHURBS IDENTIFIED AND DISPOSE OF PER GENERALNOTES. CAP ANY IRRIGATION LINES DISCOVERED AND REPORT LOCATION TOARCHITECT.
WH
73-060 SOMERA ROAD
2 34 5 2
1
11
18
18
1
1
7 7
8
818
15
9
1010
2'-0" 2'-0"6'-8"
10'-7"SETBACK
12'-9"
6
5'-0"
3'-4
"
4'-0" 8"
4'-0
"
5'-4"
6'-0"
1
1'-4
"3'
-4"
2'-0
"
9'-0" 2'-8" 9'-4" 2'-8" 9'-0"
2'-0
"3'
-4"
1'-6
"
1'-1
0"
10'-4" 12'-0" 10'-4"
12
10
13
14
15
1516
17
℄
25'-0
"
14'-1
0"
20'-0
"S
ETB
AC
K
23'-4
"
PROPERTY LINE
17
10'-7"SETBACK
20'-0
"S
ETB
AC
K
20'-0
"S
ETB
AC
K
4'-5"8"
4'-0
"
1
PROPOSEDADDITION
127 SQ. FT.
PROPOSEDADDITION
162 SQ. FT.
PROPOSEDADDITION
240 SQ. FT.
PROPOSEDADDITION
141 SQ. FT.
119A 119B
120
A1.1
SAA
AS NOTED
SIT
E P
LAN
PLOT DATE:
SHEET:
PROJECT:
SCALE:
DRAWN:
06.1
7.20
10
TH
ES
E D
RA
WIN
GS
AR
E A
N IN
STR
UM
EN
T O
F S
ER
VIC
E A
ND
RE
MA
IN T
HE
PR
OP
ER
TY O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C. T
HE
Y A
RE
NO
T T
O B
E R
EP
RO
DU
CE
D, O
R A
LTE
RE
D,
DIS
CLO
SE
D O
R A
SS
IGN
ED
TO
AN
Y T
HIR
D P
AR
TY W
ITH
OU
T TH
E E
XP
RE
SS
WR
ITTE
N P
ER
MIS
SIO
N O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C.
MIC
HA
EL +
JA
NET
LEIT
MA
N R
ESID
ENC
E
PR
OP
OS
ED
AD
DIT
ION
& R
EM
OD
EL
FOR
:
73-0
60 S
OM
ER
A R
OA
DP
ALM
DE
SE
RT,
CA
LIFO
RN
IA 9
2260
PROGRESS SET - NOT FOR CONSTRUCTION -
06/17/10
NO. REVISIONS DATE
06.17.2010
AR
CH
ITE
CTU
RE
. P
LAN
NIN
GIN
TER
IOR
DE
SIG
N35
751
GAT
EWAY
DR
. J10
11 -
PLA
M D
ESE
RT
CA
9211
248
.320
.940
6
SCALE: 1/8" = 1'-0"
SITE PLAN NORTH
GENERAL NOTES
1
2
3
4
CONSTRUCTION KEY NOTES
1. CONCRETE SIDEWALKS WHERE ADJACENT TO EXISTING SIDEWALKS SHALL HAVEJOINTS AND EDGES TO MATCH EXISTING THROUGHOUT. ALL CONTROL ORCONSTRUCTION JOINTS SHALL MATCH EXISTING IN APPEARANCE AND SPACING.PROVIDE EXPANSION JOINTS EVERY 20 FEET OR AS INDICATED ON THE DRAWINGS ORDIRECTED OTHERWISE. CONCRETE FINISH SHALL HAVE A STEEL HAND TROWELSMOOTH OR BROOM FINISH TO MATCH EXISTING.
2. WRITTEN DIMENSIONS SHALL TAKE PRESIDENCE OVER SCALE. ALL DIMENSIONS SHALLBE TO THE FACE OF STUD, OR TO THE FACE OF CONCRETE, OR TO THE FACE OFMASONRY, UNLESS OTHERWISE NOTED OR DETAILED.
3. THIS CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE JOBSITECONDITIONS, ADDRESS AND REPORT ANY AND ALL DISCREPANCIES TO THEARCHITECT IN WRITING. THESE CONDITIONS SHALL BE RESOLVED PRIOR TO THESTART OF ANY WORK OR DEMOLITION. WRITTEN CLARIFICATION(S) FROM THEARCHITECT WILL BE FORWARDED TO THIS CONTRACTOR FOR FURTHER REVIEW ANDACTION.
4. PRIOR TO THE START OF DEMOLITION – THIS CONTRACTOR SHALL PROVIDE A LIST OFSALVAGEABLE ITEMS FOR THE OWNERS AND ARCHITECTS REVIEW. THE OWNER WILLREQUIRE THIS CONTRACTOR TO EXERCISE CARE DURING REMOVAL,TRANSPORTATION AND STORAGE OF SUCH ITEMS.
5
6
7
8
9
10
11
NEW 4" CONCRETE WALK W/ 2% MAX CROSS SLOPE.
NEW 36" METAL OR WOOD GATE+ FRAME TO BE SELECTED BY OWNER.
OUTDOOR PATIO WALL SYSTEM - EXTERIOR FINISH ON CEMENT PLASTER OVERSELF-FURRING LATH ON 8 x 8 x 16 CMU WALLS 5'-4" AFF W/ STONE CAP PER STRUCTURAL.
WOOD FRAMED COLUMNS NEW WITH ADHERED STONE VENEER OVER PLASTERSUBSTRATE AND STONE CAP - REFER TO ELEVATIONS FOR MORE INFORMATION.
WOOD FRAMED SUNSCREEN AND TRELLIS WITH MISTING SYSTEM - FORADDITIONAL INFORMATION REFER TO STRUCTURAL DRAWINGS.
TWO 36" - NEW PAINTED METAL GATES + FRAME TO BE SELECTED BY OWNER.
NEW 36" A.F.F. - PAINTED METAL HANDRAIL + POST TO BE SELECTED BY OWNER.
NEW CONCRETE STEPS.
EXTERIOR WALL SCONCES, SEE ELECTRICAL DRAWINGS.
EXISTING CITY UTILITIES
SITE WALL - EXTERIOR FINISH ON CEMENT PLASTER OVER SELF-FURRING LATH ON 8 x 8 x16 CMU WALLS 6'-8" A.F.F. PER STRUCTURAL.
12 EXISTING CURB + GUTTER.
13 EXISTING POOL.
14 EXISTING SPA.
15 EXISTING A/C UNITS.
16 EXISTING SITE GATE.
17 EXISTING SITE WALL.
18 SITE WALL - EXTERIOR FINISH ON CEMENT PLASTER OVER SELF-FURRING LATH ON8 x 8 x 16 CMU WALLS 2'-8" A.F.F. PER STRUCTURAL.
WH
A2.0
ARCABASCIO
AS NOTED
DE
MO
LITI
ON
FLO
OR
PLA
N
PLOT DATE:
SHEET:
PROJECT:
SCALE:
DRAWN:
06.1
7.20
10
TH
ES
E D
RA
WIN
GS
AR
E A
N IN
STR
UM
EN
T O
F S
ER
VIC
E A
ND
RE
MA
IN T
HE
PR
OP
ER
TY O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C. T
HE
Y A
RE
NO
T T
O B
E R
EP
RO
DU
CE
D, O
R A
LTE
RE
D,
DIS
CLO
SE
D O
R A
SS
IGN
ED
TO
AN
Y T
HIR
D P
AR
TY W
ITH
OU
T TH
E E
XP
RE
SS
WR
ITTE
N P
ER
MIS
SIO
N O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C.
MIC
HA
EL +
JA
NET
LEIT
MA
N R
ESID
ENC
E
PR
OP
OS
ED
AD
DIT
ION
& R
EM
OD
EL
FOR
:
73-0
60 S
OM
ER
A R
OA
DP
ALM
DE
SE
RT,
CA
LIFO
RN
IA 9
2260
PROGRESS SET - NOT FOR CONSTRUCTION -
06/17/10
NO. REVISIONS DATE
06.17.2010
AR
CH
ITE
CTU
RE
. P
LAN
NIN
GIN
TER
IOR
DE
SIG
N35
751
GAT
EWAY
DR
. J10
11 -
PLA
M D
ESE
RT
CA
9211
248
.320
.940
6
SCALE: 1/4" = 1'-0"
DEMOLITION PLAN
DEMOLITION NOTES1. THE GENERAL CONTRACTOR SHALL MAINTAIN ALL EXISTING EXITS, EXIT PASSAGEWAYS
AND STAIRWAYS CLEAR AT ALL TIMES.
2. MAINTAIN EXISTING CONSTRUCTION UTILITIES, INCLUDING POWER AND LIGHTING,OPERATIONAL IN REMAINING BUILDINGS. SALVAGE AND STOCKPILE UTILITY FIXTURESAND APPARATUS AS DIRECTED BY OWNER.
3. PROVIDE TEMPORARY BARRICADES AT EXPOSED CONSTRUCTION. PROVIDE BRACING,SHORING SUPPORT (BOTH TEMPORARY AND INTERIM) AND GRAPHICS WHEREREQUIRED BY CITY OF PALM DESERT .
DEMOLITION KEY NOTES
REMOVE EXISTING WALL AS SHOWN.
REMOVE EXISTING DOOR + FRAME AS SHOWN.
REMOVE EXISTING SLIDING DOOR + FRAME AS SHOWN.
REMOVE EXISTING WINDOWS AS SHOWN.
WALL LEGEND
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
REMOVE EXISTING SKYLIGHT - REFER TO ELECTRICAL DRAWINGS.
REMOVE EXISTING ELECTRICAL PANEL - REFER TO ELECTRICAL DRAWINGS.
REMOVE EXISTING MANSARD ROOF + ROOF TILE TO EXISTING FRAMING.
REMOVE EXISTING CEILING TO FRAMING ABOVE.
REMOVE EXISTING REFRIGERATOR AS SHOWN.
REMOVE EXISTING CASEWORK AS SHOWN.
REMOVE EXISTING SINK AS SHOWN.
REMOVE EXISTING STOVE OVEN AS SHOWN.
REMOVE EXISTING WASHER + DRYER AS SHOWN.
REMOVE EXISTING BATHTUB AS SHOWN.
REMOVE EXISTING WATER HEATER AS SHOWN.
NORTH
WH
AA4.0
AA4.0
BA4.0
BA4.0
1 11
2
3
4
5
6
7
48
9
10
3
12 4
10
4 13
11 14
1
1
1
116
A
107
108
102
115B
117
114A
114B
118
114C
100
3
115A
11 11 11
11
15
B
C C
E
D
D
F
D D DD D D
1F
1 1 1 1
16 16
1
1
222
18 17
19
20 21
23
24
25
26
1
3
21
27
16
1
AA3.1
DA3.1
BA3.1
CA3.1
CA4.0
CA4.0
28
119A 119B
120
A2.1
ARCABASCIO
AS NOTED
FLO
OR
PLA
N
PLOT DATE:
SHEET:
PROJECT:
SCALE:
DRAWN:
06.1
7.20
10
TH
ES
E D
RA
WIN
GS
AR
E A
N IN
STR
UM
EN
T O
F S
ER
VIC
E A
ND
RE
MA
IN T
HE
PR
OP
ER
TY O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C. T
HE
Y A
RE
NO
T T
O B
E R
EP
RO
DU
CE
D, O
R A
LTE
RE
D,
DIS
CLO
SE
D O
R A
SS
IGN
ED
TO
AN
Y T
HIR
D P
AR
TY W
ITH
OU
T TH
E E
XP
RE
SS
WR
ITTE
N P
ER
MIS
SIO
N O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C.
MIC
HA
EL +
JA
NET
LEIT
MA
N R
ESID
ENC
E
PR
OP
OS
ED
AD
DIT
ION
& R
EM
OD
EL
FOR
:
73-0
60 S
OM
ER
A R
OA
DP
ALM
DE
SE
RT,
CA
LIFO
RN
IA 9
2260
PROGRESS SET - NOT FOR CONSTRUCTION -
06/17/10
NO. REVISIONS DATE
06.17.2010
AR
CH
ITE
CTU
RE
. P
LAN
NIN
GIN
TER
IOR
DE
SIG
N35
751
GAT
EWAY
DR
. J10
11 -
PLA
M D
ESE
RT
CA
9211
248
.320
.940
6
SCALE: 1/4" = 1'-0"
FLOOR PLAN NORTH
CONSTRUCTION KEY NOTES GENERAL NOTES1. VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES BEFORE STARTING ANY WORK.
2. COORDINATE DETAILS AND DIMENSIONS WITH RELATED REQUIREMENTS ON ALLDRAWINGS.
3. THE GENERAL CONTRACTOR SHALL PERFORM SITE INSPECTIONS TO VERIFY EXACTEXISTING CONDITIONS.
4. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD AND FACE OF CMU TO FACEOF CMU. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO STARTOF CONSTRUCTION
5. NEW DOOR & FRAME TO BE INSTALLED AS SHOWN. REFER TO DOOR + HARDWARESCHEDULE, SEE SHEET A7.0 AND A7.1
6. WATER HEATERS STRAPPED TO WALLS.
7. = WALL TYPE PER SHEET A0.1
WALL LEGEND
EXISTING WALL TO REMAIN
NEW WALL
1
2 NEW TUB WITH SHOWER TO BE SELECTED BY OWNER.
3 NEW SKYLIGHT - DOUBLE PANED CURB MOUNTED - TO BE SELECTED BY OWNER.
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
NEW WOOD FRAMED WALLS REFER TO WALL LEGEND FOR WALL TYPES - FOR ADDITIONALINFORMATION REFER TO STRUCTURAL DRAWINGS.
NEW 18" BASE CABINETS W/ GRANITE COUNTER TOPS - TO BE SELECTED BY OWNER.
NEW 24" BASE CABINETS WITH ABOVE 12" CABINETS AND GRANITE COUNTER TOPS - TO BESELECTED BY OWNER.
NEW 2-BAY PREP SINK W/ GARBAGE DISPOSAL - TO BE SELECTED BY OWNER.
NEW 18" BASE CABINETS WITH ABOVE 12" CABINETS AND GRANITE COUNTER TOPS - TO BESELECTED BY OWNER.
NEW ISLAND WITH 12 KNEE SPACE UNDER GRANITE COUNTERTOPS - TO BE SELECTED BYOWNER.
NEW BUILT-IN RANGER WITH RANGE ABOVE OPTIONAL - TO BE SELECTED BY OWNER.
NEW REFRIGERATOR - TO BE SELECTED BY OWNER.
NEW GLASS WINDOWS - TO BE SELECTED BY OWNER, REFER TO WINDOW SCHEDULE A5.0
NEW UNDER CABINET DISHWASHER - TO BE SELECTED BY OWNER
NEW BUILT-IN DOUBLE STACK OVENS - TO BE SELECTED BY OWNER.
NEW 3-BAY KITCHEN SINK W/ GARBAGE DISPOSAL - TO BE SELECTED BY OWNER.
NEW 12" SOFFIT WITH COVE LIGHTING - REFER TO ELECTRICAL DRAWINGS.
NEW 2X FRAMED SOFFIT WITH EXTERIOR CEMENT PLASTER OVER PLYWOODSHEATHING - ON 2 X 6 STUDS AT 16" O.C., TYPICAL
PROVIDE WASTE AND WATER FOR WASHING MACHINE IN RECESSED WALL BOX -REFER TO PLUMBING DRAWINGS.
PROVIDE DRYER VENT TO OUTSIDE AIR WITH BACK DRAFT DAMPER - REFERMECHANICAL DRAWINGS.
NEW 24" BASE CABINETS WITH ABOVE 12" CABINETS AND COUNTERTOPS - TO BESELECTED BY OWNER.
NEW 24" VANITY SPACE WITH GRANITE COUNTERTOP AND MIRROR - TO BE SELECTEDBY OWNER.
NEW CABINET OR SHELVES - TO BE SELECTED BY OWNER.
NEW 24" BASE CABINETS WITH GRANITE COUNTERTOPS - TO BE SELECTED BYOWNER.
NEW FLUSH COUNTERTOP SINK - TO BE SELECTED BY OWNER.
24 NEW WATER HEATER - REFER TO PLUMBING DRAWINGS.
25NEW CERAMIC TILE SHOWER PAN AND CURB WITH CERAMIC TILE WAINSCOT 96"OVER TWO COATS OF PORTLAND CEMENT PLASTER AND FELT AT ADJACENT WALLS- TO BE SELECTED BY OWNER.
26 NEW BUILT-IN WALL SAFE - TO BE SELECTED BY OWNER.
27 NEW TOILET - TO BE SELECTED BY OWNER.
28 NEW ELECTRICAL PANEL - REFER TO ELECTRICAL DRAWINGS.
WH
31'-9"
4'-5" 3'-7"
3"3'
-0"
5'-3
"
7'-7
"2'-0" 1'-6"
3'-8
"
1'-6" 1'-6"
12" 12"
4'-11" 4'-0" 7'-4" 6'-0" 2'-9" 5'-10"
1'-6
"5'
-8"
3'-8"
12"
2'-0"
5'-8
"
10'-5
"
5'-4
"3'
-1"
10'-3"
3'-0
"
3'-8
"
R10'-0"
3'-0"1'-0"3'-3"
7'-4
"
3'-0"
13'-9"4'-11"
4'-0
"
6'-3"
5'-0
"15
'-8"
2 '-0"
3'-0"
2'-0"
5'-5
"5'
-8"
1'-6
"
1'-6
"
34'-9"
9"9"9"
9"8'
-4"
2'-8" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-8"
15'-3"
3'-1
0"3'
-0"
1'-6
" 8'-0"
1'-4
"3'
-0"
2'-0
"
6'-4
"
2'-10" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-6"
15'-4"
2'-0"
3'-3"
6'-0"
15'-8"
24'-11"
8'-5
"2'
-0"
1'-8
"4'
-0"
2'-2
"2'
-0"
1'-7
"2'
-6"
10"
5'-8"
5" 3'-0" 10'-6" 3'-0" 3"
2"3'
-0"
8'-9
"3'
-0"
8'-5"
3'-8" 5'-7" 3'-2" 6'-10"
4" 3'-0" 1'-8"
4'-3
"
2'-1
"3'
-0"
8"
3'-7"
4'-0
"
5'-0"
2'-9
"
5'-0"
3'-5"
4'-8
"3'
-0"
2'-4
"
1'-1
"
3'-1
"
2'-4
"
A2.2
ARCABASCIO
AS NOTED
DIM
EN
SIO
N F
LOO
R P
LAN
PLOT DATE:
SHEET:
PROJECT:
SCALE:
DRAWN:
06.1
7.20
10
TH
ES
E D
RA
WIN
GS
AR
E A
N IN
STR
UM
EN
T O
F S
ER
VIC
E A
ND
RE
MA
IN T
HE
PR
OP
ER
TY O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C. T
HE
Y A
RE
NO
T T
O B
E R
EP
RO
DU
CE
D, O
R A
LTE
RE
D,
DIS
CLO
SE
D O
R A
SS
IGN
ED
TO
AN
Y T
HIR
D P
AR
TY W
ITH
OU
T TH
E E
XP
RE
SS
WR
ITTE
N P
ER
MIS
SIO
N O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C.
MIC
HA
EL +
JA
NET
LEIT
MA
N R
ESID
ENC
E
PR
OP
OS
ED
AD
DIT
ION
& R
EM
OD
EL
FOR
:
73-0
60 S
OM
ER
A R
OA
DP
ALM
DE
SE
RT,
CA
LIFO
RN
IA 9
2260
PROGRESS SET - NOT FOR CONSTRUCTION -
06/17/10
NO. REVISIONS DATE
06.17.2010
AR
CH
ITE
CTU
RE
. P
LAN
NIN
GIN
TER
IOR
DE
SIG
N35
751
GAT
EWAY
DR
. J10
11 -
PLA
M D
ESE
RT
CA
9211
248
.320
.940
6
SCALE: 1/4" = 1'-0"
DIMENSION FLOOR PLAN NORTH
CONSTRUCTION KEY NOTES GENERAL NOTES1. VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES BEFORE STARTING ANY WORK.
2. COORDINATE DETAILS AND DIMENSIONS WITH RELATED REQUIREMENTS ON ALLDRAWINGS.
3. THE GENERAL CONTRACTOR SHALL PERFORM SITE INSPECTIONS TO VERIFY EXACTEXISTING CONDITIONS.
4. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD AND FACE OF CMU TO FACEOF CMU. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO STARTOF CONSTRUCTION
5. NEW DOOR & FRAME TO BE INSTALLED AS SHOWN. REFER TO DOOR + HARDWARESCHEDULE, SEE SHEET A7.0 AND A7.1
6. WATER HEATERS STRAPPED TO WALLS.
7. = WALL TYPE PER SHEET A0.1
WALL LEGEND
EXISTING WALL TO REMAIN
NEW WALL
1
2 NEW TUB WITH SHOWER TO BE SELECTED BY OWNER.
3 NEW SKYLIGHT - DOUBLE PANED CURB MOUNTED - TO BE SELECTED BY OWNER.
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
NEW WOOD FRAMED WALLS REFER TO WALL LEGEND FOR WALL TYPES - FOR ADDITIONALINFORMATION REFER TO STRUCTURAL DRAWINGS.
NEW 18" BASE CABINETS W/ GRANITE COUNTER TOPS - TO BE SELECTED BY OWNER.
NEW 24" BASE CABINETS WITH ABOVE 12" CABINETS AND GRANITE COUNTER TOPS - TO BESELECTED BY OWNER.
NEW 2-BAY PREP SINK W/ GARBAGE DISPOSAL - TO BE SELECTED BY OWNER.
NEW 18" BASE CABINETS WITH ABOVE 12" CABINETS AND GRANITE COUNTER TOPS - TO BESELECTED BY OWNER.
NEW ISLAND WITH 12 KNEE SPACE UNDER GRANITE COUNTERTOPS - TO BE SELECTED BYOWNER.
NEW BUILT-IN RANGER WITH RANGE ABOVE OPTIONAL - TO BE SELECTED BY OWNER.
NEW REFRIGERATOR - TO BE SELECTED BY OWNER.
NEW GLASS WINDOWS - TO BE SELECTED BY OWNER, REFER TO WINDOW SCHEDULE A5.0
NEW UNDER CABINET DISHWASHER - TO BE SELECTED BY OWNER
NEW BUILT-IN DOUBLE STACK OVENS - TO BE SELECTED BY OWNER.
NEW 3-BAY KITCHEN SINK W/ GARBAGE DISPOSAL - TO BE SELECTED BY OWNER.
NEW 12" SOFFIT WITH COVE LIGHTING - REFER TO ELECTRICAL DRAWINGS.
NEW 2X FRAMED SOFFIT WITH EXTERIOR CEMENT PLASTER OVER PLYWOODSHEATHING - ON 2 X 6 STUDS AT 16" O.C., TYPICAL
PROVIDE WASTE AND WATER FOR WASHING MACHINE IN RECESSED WALL BOX -REFER TO PLUMBING DRAWINGS.
PROVIDE DRYER VENT TO OUTSIDE AIR WITH BACK DRAFT DAMPER - REFERMECHANICAL DRAWINGS.
NEW 24" BASE CABINETS WITH ABOVE 12" CABINETS AND COUNTERTOPS - TO BESELECTED BY OWNER.
NEW 24" VANITY SPACE WITH GRANITE COUNTERTOP AND MIRROR - TO BE SELECTEDBY OWNER.
NEW CABINET OR SHELVES - TO BE SELECTED BY OWNER.
NEW 24" BASE CABINETS WITH GRANITE COUNTERTOPS - TO BE SELECTED BYOWNER.
NEW FLUSH COUNTERTOP SINK - TO BE SELECTED BY OWNER.
24 NEW WATER HEATER - REFER TO PLUMBING DRAWINGS.
25NEW CERAMIC TILE SHOWER PAN AND CURB WITH CERAMIC TILE WAINSCOT 96"OVER TWO COATS OF PORTLAND CEMENT PLASTER AND FELT AT ADJACENT WALLS- TO BE SELECTED BY OWNER.
26 NEW BUILT-IN WALL SAFE - TO BE SELECTED BY OWNER.
27 NEW TOILET - TO BE SELECTED BY OWNER.
28 NEW ELECTRICAL PANEL - REFER TO ELECTRICAL DRAWINGS.
1
2
2
2
2
3
3
3 4
3 6
4
5
5
5
5
66
6
6
6
6
6
6
6
6
1'-6" 6" 1'-2"6"
1'-3
"6"
1'-8
"6"
1'-5" 6"1'-5"6"
1/4"
= 1
'-0"
SLO
PE
1/4"
= 1
'-0"
SLO
PE
1/4" = 1'-0"SLOPE
7 777
7
7
A2.3
ARCABASCIO
AS NOTED
RO
OF
PLAN
PLOT DATE:
SHEET:
PROJECT:
SCALE:
DRAWN:
06.1
7.20
10
TH
ES
E D
RA
WIN
GS
AR
E A
N IN
STR
UM
EN
T O
F S
ER
VIC
E A
ND
RE
MA
IN T
HE
PR
OP
ER
TY O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C. T
HE
Y A
RE
NO
T T
O B
E R
EP
RO
DU
CE
D, O
R A
LTE
RE
D,
DIS
CLO
SE
D O
R A
SS
IGN
ED
TO
AN
Y T
HIR
D P
AR
TY W
ITH
OU
T TH
E E
XP
RE
SS
WR
ITTE
N P
ER
MIS
SIO
N O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C.
MIC
HA
EL +
JA
NET
LEIT
MA
N R
ESID
ENC
E
PR
OP
OS
ED
AD
DIT
ION
& R
EM
OD
EL
FOR
:
73-0
60 S
OM
ER
A R
OA
DP
ALM
DE
SE
RT,
CA
LIFO
RN
IA 9
2260
PROGRESS SET - NOT FOR CONSTRUCTION -
06/17/10
NO. REVISIONS DATE
06.17.2010
AR
CH
ITE
CTU
RE
. P
LAN
NIN
GIN
TER
IOR
DE
SIG
N35
751
GAT
EWAY
DR
. J10
11 -
PLA
M D
ESE
RT
CA
9211
248
.320
.940
6
SCALE: 1/4" = 1'-0"
ROOF PLAN NORTH
CONSTRUCTION KEY NOTES GENERAL NOTES
1. CONCRETE SIDEWALKS WHERE ADJACENT TO EXISTING SIDEWALKS SHALL HAVE JOINTSAND EDGES TO MATCH EXISTING THROUGHOUT. ALL CONTROL OR CONSTRUCTIONJOINTS SHALL MATCH EXISTING IN APPEARANCE AND SPACING. PROVIDE EXPANSIONJOINTS EVERY 20 FEET OR AS INDICATED ON THE DRAWINGS OR DIRECTED OTHERWISE.CONCRETE FINISH SHALL HAVE A STEEL HAND TROWEL SMOOTH OR BROOM FINISH TOMATCH EXISTING.
2. WRITTEN DIMENSIONS SHALL TAKE PRESIDENCE OVER SCALE. ALL DIMENSIONS SHALLBE TO THE FACE OF STUD, OR TO THE FACE OF CONCRETE, OR TO THE FACE OFMASONRY, UNLESS OTHERWISE NOTED OR DETAILED.
3. THIS CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE JOBSITECONDITIONS, ADDRESS AND REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECTIN WRITING. THESE CONDITIONS SHALL BE RESOLVED PRIOR TO THE START OFANY WORK OR DEMOLITION. WRITTEN CLARIFICATION(S) FROM THE ARCHITECT WILL BEFORWARDED TO THIS CONTRACTOR FOR FURTHER REVIEW AND ACTION.
4. PRIOR TO THE START OF DEMOLITION – THIS CONTRACTOR SHALL PROVIDE A LIST OFSALVAGEABLE ITEMS FOR THE OWNERS AND ARCHITECTS REVIEW. THE OWNER WILLREQUIRE THIS CONTRACTOR TO EXERCISE CARE DURING REMOVAL, TRANSPORTATIONAND STORAGE OF SUCH ITEMS.
WALL LEGEND
EXISTING WALL TO REMAIN
NEW WALL
1
2
3
4
5
6
INFILL EXISTING SKYLIGHT, PATCH + REPAIR ROOF.
NEW SKYLIGHT - DOUBLE PANED CURB MOUNTED - TO BE SELECTED BY OWNER.
BUILT-UP ASPHALT ROOF SYSTEM WITH CAP SHEET, PROVIDE CLASS "B" RATING.
EXISTING PARAPET. VERIFY CONDITION PRIOR TO NEW FLASHING ATTACHMENTS.
EXISTING ROOFING SYSTEM, PROTECT, PATCH AND REPAIR AREAS DAMAGEDBY CONSTRUCTION ACTIVITIES.
NEW 2X FRAMED WIT PLASTER PARAPET WITH COPING AND FLASHING TO EXISTINGPARAPET. VERIFY CONDITION PRIOR TO NEW FLASHING ATTACHMENTS.
7 SCUPPER THRU PARAPET.
A3.0
ARCABASCIO
AS NOTED
DE
MO
LITI
ON
EX
TER
IOR
ELE
VATI
ON
S
PLOT DATE:
SHEET:
PROJECT:
SCALE:
DRAWN:
06.1
7.20
10
TH
ES
E D
RA
WIN
GS
AR
E A
N IN
STR
UM
EN
T O
F S
ER
VIC
E A
ND
RE
MA
IN T
HE
PR
OP
ER
TY O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C. T
HE
Y A
RE
NO
T T
O B
E R
EP
RO
DU
CE
D, O
R A
LTE
RE
D,
DIS
CLO
SE
D O
R A
SS
IGN
ED
TO
AN
Y T
HIR
D P
AR
TY W
ITH
OU
T TH
E E
XP
RE
SS
WR
ITTE
N P
ER
MIS
SIO
N O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C.
MIC
HA
EL +
JA
NET
LEIT
MA
N R
ESID
ENC
E
PR
OP
OS
ED
AD
DIT
ION
& R
EM
OD
EL
FOR
:
73-0
60 S
OM
ER
A R
OA
DP
ALM
DE
SE
RT,
CA
LIFO
RN
IA 9
2260
PROGRESS SET - NOT FOR CONSTRUCTION -
06/17/10
NO. REVISIONS DATE
06.17.2010
AR
CH
ITE
CTU
RE
. P
LAN
NIN
GIN
TER
IOR
DE
SIG
N35
751
GAT
EWAY
DR
. J10
11 -
PLA
M D
ESE
RT
CA
9211
248
.320
.940
6
CSCALE: 1/4" = 1'-0"
SOUTH ELEVATION
DSCALE: 1/4" = 1'-0"
NORTH ELEVATION
A SCALE: 1/4" = 1'-0"
EAST ELEVATION
BSCALE: 1/4" = 1'-0"
WEST ELEVATION
DEMOLITION NOTES
1. THE GENERAL CONTRACTOR SHALL MAINTAIN ALL EXISTING EXITS, EXIT PASSAGEWAYSAND STAIRWAYS CLEAR AT ALL TIMES.
2. MAINTAIN EXISTING CONSTRUCTION UTILITIES, INCLUDING POWER AND LIGHTING,OPERATIONAL IN REMAINING BUILDINGS. SALVAGE AND STOCKPILE UTILITY FIXTURESAND APPARATUS AS DIRECTED BY OWNER.
3. PROVIDE TEMPORARY BARRICADES AT EXPOSED CONSTRUCTION. PROVIDE BRACING,SHORING SUPPORT (BOTH TEMPORARY AND INTERIM) AND GRAPHICS WHEREREQUIRED BY CITY OF DESERT HOT SPRINGS.
DEMOLITION KEY NOTES
REMOVE EXISTING MANSARD ROOF + ROOFING TILE TO FRAMING AS SHOWN.1
2
3
REMOVE EXISTING HARDSCAPE AS SHOWN.
4
REMOVE EXISTING WALL SYSTEM AS SHOWN.
REMOVE EXISTING WINDOWS AS SHOWN.
5 REMOVE EXISTING DOOR AS SHOWN.
6 REMOVE EXISTING CMU SITE WALL AS SHOWN.
7
8
9
10
REMOVE EXISTING METAL GATE AS SHOWN.
REMOVE EXISTING TREE ROOTS AND PREPARE FOR NEW HARDSCAPE AS SHOWN.
REMOVE EXISTING CONCRETE STEPS AS SHOWN.
REMOVE TOP TWO CMU COURSES TO ACCOMMODATE NEW HARDSCAPE AS SHOWN.
11 REMOVE EXISTING SLIDING DOOR AS SHOWN.
73-060
9
CJ
CJ
9
CJ
CJ
32
4 4
6
5
3
7 8
9 9 9
9
2 1011 11
999
2 2
1
1213
9
14 1414
3 3
17 17
171717
PROPOSED ADDITIONPROPOSED WOOD TRELLIS
+14'-0" T.O. PARAPET
+11'-0" T.O. PARAPET
+8'-6" T.O. TRELLIS
+8'-0" AT DOOR HEAD
+5'-4" T.O. MASONRY
+0'-0" FINISH FLOOR-0'-6" FINISH GRADE
+12'-9" T.O. PARAPET
+9'-2" B.O. SOFFIT
+11'-0" T.O. PARAPET
+8'-6" T.O. TRELLIS
+8'-0" AT DOOR HEAD
+9'-2" B.O. SOFFIT
+6'-8" T.O. MASONRY+6'-8" T.O. MASONRY
11
10
6
17
9
9 9 9 91
7 712
1
3 3 3 3
4
2
PROPOSED ADDITIONPROPOSED PATIO W/ TRELLIS
14 15
+14'-0" T.O. PARAPET
+11'-0" T.O. PARAPET
+8'-6" T.O. TRELLIS
+7'-2" AT DOOR HEAD
+5'-4" T.O. MASONRY
+0'-0" FINISH FLOOR
+14'-0" T.O. PARAPET
+11'-0" T.O. PARAPET
+8'-6" T.O. TRELLIS
+7'-2" AT DOOR HEAD
+5'-4" T.O. MASONRY
+0'-0" FINISH FLOOR
+12'-9" T.O. PARAPET +12'-9" T.O. PARAPET
+8'-0" B.O. SOFFIT
18 18
9
12 13 12
1
9 9 9 9 1
1
9 9 9
141615
7
15
CJCJ
CJCJ
151614
+14'-0" T.O. PARAPET
+11'-0" T.O. PARAPET
+8'-6" T.O. TRELLIS
+7'-2" AT DOOR HEAD
+6'-8" T.O. MASONRY
+0'-0" FINISH FLOOR
+12'-9" T.O. PARAPET
11
PROPOSED ADDITION PROPOSED WOOD TRELLIS PROPOSED ADDITION
3 3 3 3 3 3 3
19
18 18 18 18
10
6
4
11
9
1
CJ
9 9 9 9 9
CJ
9
2 17
+14'-0" T.O. PARAPET
+11'-0" T.O. PARAPET
+8'-6" T.O. TRELLIS
+7'-2" AT DOOR HEAD
+5'-4" T.O. MASONRY
+0'-0" FINISH FLOOR
+12'-9" T.O. PARAPET
+14'-0" T.O. PARAPET
+11'-0" T.O. PARAPET
+8'-6" T.O. TRELLIS
+7'-2" AT DOOR HEAD
+5'-4" T.O. MASONRY
+0'-0" FINISH FLOOR
+12'-9" T.O. PARAPET
17
PROPOSED ADDITION PROPOSED PATIO W/ TRELLIS
+8'-0" B.O. SOFFIT
A3.1
ARCABASCIO
AS NOTED
EX
TER
IOR
ELE
VATI
ON
S
PLOT DATE:
SHEET:
PROJECT:
SCALE:
DRAWN:
06.1
7.20
10
TH
ES
E D
RA
WIN
GS
AR
E A
N IN
STR
UM
EN
T O
F S
ER
VIC
E A
ND
RE
MA
IN T
HE
PR
OP
ER
TY O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C. T
HE
Y A
RE
NO
T T
O B
E R
EP
RO
DU
CE
D, O
R A
LTE
RE
D,
DIS
CLO
SE
D O
R A
SS
IGN
ED
TO
AN
Y T
HIR
D P
AR
TY W
ITH
OU
T TH
E E
XP
RE
SS
WR
ITTE
N P
ER
MIS
SIO
N O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C.
MIC
HA
EL +
JA
NET
LEIT
MA
N R
ESID
ENC
E
PR
OP
OS
ED
AD
DIT
ION
& R
EM
OD
EL
FOR
:
73-0
60 S
OM
ER
A R
OA
DP
ALM
DE
SE
RT,
CA
LIFO
RN
IA 9
2260
PROGRESS SET - NOT FOR CONSTRUCTION -
06/17/10
NO. REVISIONS DATE
06.17.2010
AR
CH
ITE
CTU
RE
. P
LAN
NIN
GIN
TER
IOR
DE
SIG
N35
751
GAT
EWAY
DR
. J10
11 -
PLA
M D
ESE
RT
CA
9211
248
.320
.940
6
CSCALE: 1/4" = 1'-0"
SOUTH ELEVATION
DSCALE: 1/4" = 1'-0"
NORTH ELEVATION
A SCALE: 1/4" = 1'-0"
EAST ELEVATION
BSCALE: 1/4" = 1'-0"
WEST ELEVATION
CONSTRUCTION KEY NOTES
GENERAL NOTES1. VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES BEFORE STARTING ANY WORK.
2. COORDINATE DETAILS AND DIMENSIONS WITH RELATED REQUIREMENTS ON ALLDRAWINGS.
3. THE GENERAL CONTRACTOR SHALL PERFORM SITE INSPECTIONS TO VERIFY EXACTEXISTING CONDITIONS.
4. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD AND FACE OF CMU TO FACEOF CMU. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO STARTOF CONSTRUCTION
5. NEW DOOR & FRAME TO BE INSTALLED AS SHOWN. REFER TO DOOR + HARDWARESCHEDULE, SEE SHEET A5.0
1 EXTERIOR THREE COAT PLASTER FINISH SYSTEM. COORDINATE COLOR WITH OWNERAND PROVIDE SMOOTH FINISH U.N.O. INSTALL CONTINUOUS VERTICAL CONTROLJOINTS (CJ) AT ALL INSIDE CORNERS WHERE WALL PANELS CHANGE DIRECTION ANDAT HORIZONTAL LOCATIONS AS COORDINATED WITH ELEVATIONS SO THAT SURFACEAREAS DO NOT EXCEED 144 SF.”.
2
3
4
5
6
7 ALUMINUM STOREFRONT AND ENTRY DOOR SYSTEM - REFER TO DOOR + WINDOWSCHEDULE.
8 INSTALL FURRING SHEATHING & PLASTER SYSTEM AS REQUIRED TO PROVIDE NEWFINISH SURFACE AND PAINT TO BE SELECTED BY OWNER.
9 EXISTING WALL W/ INSULATION SHEATHING. ADD NEW PLASTER SYSTEM FINISH ANDPAINT TO BE SELECRTED BY OWNER.
10 EXTERIOR WALL SCONCES TO BE SELECTED BY OWNER, SEE ELECTRICAL DRAWINGS.
11
12
13
14 NEW 4" CONCRETE WALK W/ 2% MAX CROSS SLOPE.
15
ALUMINUM STOREFRONT WINDOW SYSTEM - REFER TO DOOR + WINDOW SCHEDULE.
NEW 2X FRAMED SOFFIT WITH EXTERIOR CEMENT PLASTER OVER PLYWOODSHEATHING - ON 2 X 6 STUDS AT 16" O.C., TYPICAL
WOOD FRAMED COLUMNS WITH NEW ADHERED STONE VENEER OVER PLASTERSUBSTRATE AND STONE CAP - REFER TO ELEVATIONS FOR MORE INFORMATION.
RECESSED PLASTER ADDRESS PANEL, WITH TENANT SIGNAGE. COORDINATE SIZEAND STYLE WITH OWNER.
OUTDOOR PATIO WALL SYSTEM - EXTERIOR FINISH ON CEMENT PLASTER OVERSELF-FURRING LATH ON 8 x 8 x 16 CMU WALLS 5'-4" AFF W/ STONE CAP PER STRUCTURAL.
WOOD FRAMED SUNSCREEN AND TRELLIS WITH MISTING SYSTEM - FOR ADDITIONALINFORMATION REFER TO STRUCTURAL DRAWINGS.SITE WALL - EXTERIOR FINISH ON CEMENT PLASTER OVER SELF-FURRING LATH ON 8 x8 x 16 CMU WALLS 6'-8" A.F.F. PER STRUCTURAL.
TWO 36" - NEW PAINTED METAL GATES + FRAME TO BE SELECTED BY OWNER.
SITE WALL - EXTERIOR FINISH ON CEMENT PLASTER OVER SELF-FURRING LATH ON 8 x8 x 16 CMU WALLS 2'-8" A.F.F. PER STRUCTURAL.
16 NEW CONCRETE STEPS.
17 24 GAUGE PAINTED METAL REGLET FLASHING AND BELLOWS STYLE FLASHING WITHCOUNTER FLASHING TO EXISTING PARAPET FLASHING AS REQUIRED
18 NEW SCUPPER THROUGH PARAPET.
19 NEW 36" A.F.F. - PAINTED METAL HANDRAIL + POST TO BE SELECTED BY OWNER.
1
2
1
+14'-0" T.O. PARAPET
+11'-0" T.O. PARAPET
+7'-2" AT DOOR HEAD
+0'-0" FINISH FLOOR
+12'-9" T.O. PARAPET
+8'-0" FINISH CLG.
3
4 5
6
9 8
7
10
11
12 13
1
14
1
20
+14'-0" T.O. PARAPET
+11'-0" T.O. PARAPET
+7'-2" AT DOOR HEAD
+0'-0" FINISH FLOOR
+12'-9" T.O. PARAPET
+8'-0" B.O. SOFFIT
+9'-2" B.O. SOFFIT
15
16
7
17
17
4
18
PROPOSED ADDITION
17
19
20
+14'-0" T.O. PARAPET
+11'-0" T.O. PARAPET
+7'-2" AT DOOR HEAD
+0'-0" FINISH FLOOR
+12'-9" T.O. PARAPET
+8'-0" B.O. SOFFIT
+9'-2" B.O. SOFFIT
1645
2
1
+14'-0" T.O. PARAPET
+11'-0" T.O. PARAPET
+7'-2" AT DOOR HEAD
+0'-0" FINISH FLOOR
+12'-9" T.O. PARAPET
+8'-0" FINISH CLG.
3
4
5
8
7
11
12 13
PROPOSED ADDITION
6
9
12
17
15
16
1
2
1
+14'-0" T.O. PARAPET
+11'-0" T.O. PARAPET
+7'-2" AT DOOR HEAD
+0'-0" FINISH FLOOR
+12'-9" T.O. PARAPET
+8'-0" FINISH CLG.
3
98
7
11
1213
PROPOSED ADDITION
177
PROPOSED PATIO WITH TRELLIS PROPOSED PATIO WITH TRELLIS
15
165 5
6
+14'-0" T.O. PARAPET
+11'-0" T.O. PARAPET
+7'-2" AT DOOR HEAD
+0'-0" FINISH FLOOR
+12'-9" T.O. PARAPET
+8'-0" FINISH CLG.
A4.0
ARCABASCIO
AS NOTED
BU
ILD
ING
SEC
TIO
NS
06.1
7.20
10M
ICH
AEL
+ J
AN
ETLE
ITM
AN
RES
IDEN
CE
PR
OP
OS
ED
AD
DIT
ION
& R
EM
OD
EL
FOR
:
73-0
60 S
OM
ER
A R
OA
DP
ALM
DE
SE
RT,
CA
LIFO
RN
IA 9
2260
PROGRESS SET - NOT FOR CONSTRUCTION - 06.17.2010
AR
CH
ITE
CTU
RE
. P
LAN
NIN
GIN
TER
IOR
DE
SIG
N35
751
GAT
EWAY
DR
. J10
11 -
PLA
M D
ESE
RT
CA
9211
248
.320
.940
6
B SCALE: 3/8" = 1'-0"
BUILDING SECTION
SCALE: 3/8" = 1'-0"
BUILDING SECTION
CONSTRUCTION KEY NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
EXTERIOR CEMENT PLASTER OVER PLYWOOD SHEATHING - ON 2 X 6 STUDS AT 16" O.C.,TYPICAL
CLASS B - BUILT-UP ROOF OVER PLYWOOD SHEATHING - REFER TOSPECIFICATIONS,TYPICAL.
24 GAUGE PAINTED METAL REGLET FLASHING WITH BELLOWS STYLE AND COUNTERFLASHING TO EXISTING PARAPET FLASHING AS REQUIRED.
REMOVE EXISTING BUILDING PROJECTIONS IDENTIFIED AS REQUIRED TO CONSTRUCTNEW WALL FINISH. SEE DEMOLITION NOTES ON DEMOLITION PLANS AND ELEVATIONS.
CONT. PRE-MANUFACTURED FLASHING AND COUNTERFLASHING - REFER TOSPECIFICATIONS, TYPICAL.
REMOVE EXISTING WALL IDENTIFIED AS REQUIRED TO CONSTRUCT NEW WALL. SEEDEMOLITION NOTES ON DEMOLITION PLANS AND ELEVATIONS.
R-21 FRICTION FIT BATTS INSULATION, TYPICAL
4" CONCRETE WALK W/ 2% MAX CROSS SLOPE.
CONCRETE SLAB + FOOTING - REFER TO STRUCTURAL DRAWINGS FOR SIZE ANDLOCATION, TYPICAL.
2 X 4 STUDS AT 16" O.C., WITH 5/8" GYP. BOARD - REFER TO WALL LEGEND FOR SIZE,TYPICAL.
ROOF FRAMING - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND LOCATION,TYPICAL.
GYP. BOARD CEILING OR SOFFIT, TYPICAL.
R-38 BATTS INSULATION, TYPICAL.
ALUMINUM STOREFRONT WINDOW SYSTEM - REFER TO DOOR + WINDOW SCHEDULE.
EXISTING CONCRETE SLAB + FOOTING, TYPICAL.
EXISTING ROOF + FRAMING, TYPICAL.
5/8" GYPSUM BOARD - REFER TO WALL LEGEND FOR SIZE, TYPICAL.
EXISTING INTERIOR WALL, TYPICAL.
EXISTING GARAGE DOOR, TYPICAL.
NEW 2X FRAMED SOFFIT WITH EXTERIOR CEMENT PLASTER OVER PLYWOODSHEATHING - ON 2 X 6 STUDS AT 16" O.C., TYPICAL
C SCALE: 3/8" = 1'-0"
BUILDING SECTION
A5.0
ARCABASCIO
AS NOTED
AN
D M
ISC
ELL
AN
EO
US
DET
AILS
DO
OR
SC
HE
DU
LE A
ND
TYP
ES,
WIN
DO
W S
CH
ED
ULE
/ W
IND
OW
TYP
ES
DOOR SCHEDULE
12"MIN.
18" MIN. CLRAT INTERIORDOORS
60"
MIN
.48
" M
IN.
24" MIN. CLRAT EXTERIORDOORS
DOOR NOTES
DOOR TYPES
102 3'-0" 7'-0" 1-3/4" C WD AL FF AL FF 14-
14-
9- - - -
-
PROVIDE THISADDITIONAL SPACEIF DOORS ISEQUIPPED WITHBOTH A LATCH ANDA CLOSER
PULL SIDE
PUSH SIDE
WINDOW TYPES
WINDOW SCHEDULE
AL ALUMINUM(E) EXIST. TO REMAINFF FACTORY FINISHGL GLASS (TEMPERED)HM HOLLOW METALP PAINTPL PLASTIC LAMINATEPM PRESSED METALSC SOLID CORESG STAIN GRADEWD WOODTKD TIMLEY KNOCK DOWNINSC INSULATED CORECL CHAIN LINK
A 4'-0' 3'-4" AL GL FF AL FF 7-
7-
7- 0.67 SLIDING WINDOW - TO BE SELECTED BY OWNER
-
+0'-0" FIN. FLR.
A B
A
PLOT DATE:
SHEET:
PROJECT:
SCALE:
DRAWN:
TH
ES
E D
RA
WIN
GS
AR
E A
N IN
STR
UM
EN
T O
F S
ER
VIC
E A
ND
RE
MA
IN T
HE
PR
OP
ER
TY O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C. T
HE
Y A
RE
NO
T T
O B
E R
EP
RO
DU
CE
D, O
R A
LTE
RE
D,
DIS
CLO
SE
D O
R A
SS
IGN
ED
TO
AN
Y T
HIR
D P
AR
TY W
ITH
OU
T TH
E E
XP
RE
SS
WR
ITTE
N P
ER
MIS
SIO
N O
F P
EA
RS
ON
AR
CH
ITE
CTS
, IN
C.
MIC
HA
EL +
JA
NET
LEIT
MA
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PROGRESS SET - NOT FOR CONSTRUCTION -
06/17/10
NO. REVISIONS DATE
06.17.2010
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REMARKSHDWARE
TYPENUMBER
FIRERATINGDIMENSION
DOOR
W H THK.TYPE CORE MAT'L FINISH MAT'L FINISH
DOOR DETAILS
HEAD JAMB SILL
FRAMEDOOR
NO.
1008.1.2 DOOR SWINGDOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 ORMORE PERSONS OR A GROUP H OCCUPANCY. THE OPENING FORCE FOR INTERIOR SIDE-SWINGING DOORSWITHOUT CLOSERS SHALL NOT EXCEED A 5-POUND (22 N) FORCE. FOR OTHER SIDE-SWINGING, SLIDING ANDFOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15-POUND (67 N) FORCE. THEDOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-POUND (133 N) FORCE. THE DOOR SHALL SWING TOA FULL-OPEN POSITION WHEN SUBJECTED TO A 15-POUND (67 N) FORCE. FORCES SHALL BE APPLIED TO THELATCH SIDE.
1008.1.4 FLOOR ELEVATIONTHERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. SUCH FLOOR OR LANDING SHALLBE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOREXTERIOR LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 0.25 UNIT VERTICALIN 12 UNITS HORIZONTAL (2-PERCENT SLOPE).
1008.1.6 THRESHOLDSTHRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCH (19.1 MM) IN HEIGHT FOR SLIDING DOORSSERVING DWELLING UNITS OR 0.5 INCH (12.7 MM) FOR OTHER DOORS. RAISED THRESHOLDS ANDFLOOR LEVEL CHANGES GREATER THAN 0.25 INCH (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH ASLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENT SLOPE).
1008.1.8 DOOR OPERATIONSEXCEPT AS SPECIFICALLY PERMITTED BY THIS SECTION EGRESS DOORS SHALL BE READILYOPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OREFFORT.
1008.1.8.1 HARDWAREDOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TOBE ACCESSIBLE BY CHAPTER 11A OR CHAPTER 11B SHALL NOT REQUIRE TIGHT GRASPING, TIGHTPINCHING OR TWISTING OF THE WRIST TO OPERATE.
1008.1.8.2 HARDWARE HEIGHTDOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34INCHES (864 MM) MINIMUM AND 48 INCHES (1219 MM) MAXIMUM ABOVE THE FINISHED FLOOR. LOCKSUSED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED ATANY HEIGHT.
1008.1.8.3 LOCKS AND LATCHESIN BUILDINGS - OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F, N,AND S OCCUPANCIES AND IN PLACES OF WORSHIP, THE MAIN EXTERIOR DOOR OR DOORS AREPERMITTED TO BE EQUIPPED WITH KEY-OPERATED LOCKING DEVICE FROM THE EGRESS SIDEPROVIDED:1. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS BEING LOCKED.2. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE OR ADJACENT TO THE DOOR
STATING: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" . THE SIGN SHALL BE INLETTERS 1 INCH (25MM) HIGH ON A CONTRASTING BACKGROUND.
3. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BEPERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE- MOUNTED HARDWARE.
4. THE FLOOR OR LANDING SHALL EXTEND A MINIMUM OF 18" (457MM) PAST THE STRIKE EDGE OFINTERIOR DOORS OR 24" (610MM) PAST THE STRIKE EDGE OF EXTERIOR DOORS. FIGURE 11B-26ABELOW.
HOLLOW METALDOOR W/ VENTED
LOUVERS
MDF - PAINTEDWOOD DOOR WITHHONEYCOMB CORE
REMARKSS.H.G.C.
SILLJAMBHEAD
DETAILS
FRAME
FINISHMAT'LFINISHMAT'LTYPE
WINDOW
DIMENSIONS
HW
WINDOWNUMBER
ABBREVIATIONS
115A 3'-0" 7'-0" 1-3/4" A WD WD PT WD PT 10-
10-
17- - - -
-
115B 3'-0" 7'-0" 1-3/4" E WD AL FF AL FF 14-
14-
9- - - -
-
117 3'-0" 7'-0" 1-3/4" A WD WD PT WD PT 10-
10-
17- - - -
-
114A 3'-0" 7'-0" 1-3/4" A WD WD PT WD PT 10-
10-
17- - - -
-
114B 3'-0" 7'-0" 1-3/4" A WD WD PT WD PT 10-
10-
17- - - -
-
114C 3'-0" 7'-0" 1-3/4" - GL GL GL PM PM --
--
-- - - GLASS DOOR - SELECTED BY OWNER
-
100 2'-6" 7'-0" 1-3/4" B SC HM PT PM FF 6-
2-
9- - - -
-
118 3'-0" 7'-0" 1-3/4" A WD WD PT WD PT 10-
10-
17- - - -
-
108 3'-6" 7'-0" 1-3/4" D WD AL FF AL FF 14-
14-
9- - - -
-
116 3'-0" 7'-0" 1-3/4" A WD WD PT WD PT 10-
10-
17- - - -
-
C
FRENCH DOORS
E
FRENCH DOORS
D
FRENCH DOORS
F
METAL GATE
+5'-4" A.F.F.
+6'-8" A.F.F.
+7-2" A.F.F.
G
METAL GATE
107 3'-0" 7'-0" 1-3/4" A WD WD PT WD PT 10-
10-
17- - - -
-
119A 3'-0" 5'-0" 1-3/4" F PM WD WD PM FF --
--
-- - - ANCHOR STL POST TO CMU WALL
-
119B 3'-0" 5'-0" 1-3/4" F PM WD WD PM FF --
--
-- - - ANCHOR STL POST TO CMU WALL
-
120 [2]-3'-0" 6'-0" 1-3/4" G PM WD WD PM FF --
--
-- - - ANCHOR STL POST TO CMU WALL
-
B C
+0'-0" FIN. FLR.
+3'-4" A.F.F.
+2'-4" A.F.F.
+6'-8" A.F.F.+7'-2" A.F.F.
D E F
+7'-9" A.F.F.
B 6'-0" 4'-4" AL GL FF AL FF 7-
7-
7- 0.67 WINDOW - TO BE SELECTED BY OWNER
-
C 6'-6" 4'-4" AL GL FF AL FF 7-
7-
7- 0.67 WINDOW - TO BE SELECTED BY OWNER
-
D 0'-7" 2'-0" AL GL FF AL FF 7-
7-
7- 0.67 WINDOW - TO BE SELECTED BY OWNER
-
E 0'-7" 4'-0" AL GL FF AL FF 7-
7-
7- 0.67 WINDOW - TO BE SELECTED BY OWNER
-
F 3'-0" 4'-4" AL GL FF AL FF 7-
7-
7- 0.67 WINDOW - TO BE SELECTED BY OWNER
-
A6.0
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PROGRESS SET - NOT FOR CONSTRUCTION -
06/17/10
NO. REVISIONS DATE
06.17.2010
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2. Building in of precast external wall caps. 3. Free-standing masonry walls (garden walls, site walls, etc.) and retaining walls.
B. Provide all reinforcing bar, anchor bolts directly tied to masonry walls to receive other trades' work such as carpentry, cast-in-placeconcrete, or pre-cast concrete.
1.2 SUBMITTALS:
Submittals: Submit for approval samples, product data, mock-ups, test reports.
1.3 QUALITY ASSURANCE:
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers that have been in satisfactory use in similarservice for at least three (3) years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer'sinstructions.
PART 2 - PRODUCTS
2.1 MATERIALS:
A. Concrete Block: Lightweight, ASTM C-145 and C-90 Type 1, Grade N; face size 7-5/8" x 15-5/8" and 11-5/8" x 15-5/8". Use open endblocks. Exterior exposed block to be "Shot Blast" textured block by ORCO Block Company, (800) 473-6726. Colors as noted on plans.Interior face to be precision finished. All interior block to be "Precision" textured both sides.
B. Pre-cast concrete wall caps: 4000 PSI; light sand-blast finish. See Landscape Drawings for configuration.
C. Mortar: See Structural Drawings.
D. Grout: See Structural Drawings.
E. Reinforcing: See Structural Drawings.
PART 3 - EXECUTION
3.1 INSTALLATION:
A. Comply with PCA "Recommended Practices for Laying Concrete Block".
B. Weather Protection - Cold weather; heat mortar water and sand, enclose walls and provide temporary heat. Hot weather; use mortarwithin 1-1/2 hours after mixing for ambient temperature of 80 degrees and above.
C. Tolerances - From dimensions and locations noted in Contract Documents for plumb, level and alignment, plus 1/8" in 20'.
D. Fire-Rating - Where indicated, provide assemblies identical to tested assemblies and accepted by authorities having jurisdiction.
E. Bond - Lay exposed face of CMU in running bond.
F. Joints - Maintain uniform 3/8" width; tool as indicated on plans. Provide full bed, head and collar joints except at weep-holes; keepcavity clean at cavity walls. All joints shall be free of voids. Walls and footings shall be kept clean in order to receive paint andwaterproofing.
G. Provide reinforced masonry lintels where indicated (See Structural Drawings).
H. Coordinate installation of flashings; prepare masonry surfaces smooth and bed flashings in mortar.
I. Ties and Horizontal Reinforcing - Comply with codes; refer to Structural Drawings.
J. Provide vertical expansion joints no greater than 30 ft. o.c. at Architect approved locations.
K. Remove and replace damaged units. Enlarge holes in mortar and replace. Prepare joints to receive sealant. Clean concrete masonry bydry brushing; comply with all current technical NCMA bulletins.
PART 1 - GENERAL
1.1 SUMMARY:
A. Provide miscellaneous metal items fabricated from heavy gage ferrous metals and not provided with structural steel system:
1. Counter and equipment supports. 2. Miscellaneous framing and supports.
1.2 SUBMITTALS:
A. Submit for approval shop drawings, product data, test reports. Submit shop drawings to Architect for review in accordance with Section01300. Show all shop and erection details including cuts, copes, connections, holes, threaded fasteners, rivets, and welds. Show all welds,both shop and field, by the currently recommended symbols of the American Welding Society.
1.3 QUALITY ASSURANCE:
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers that have been in satisfactory use in similarservice for at least three (3) years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer'sinstructions.
PART 2 - PRODUCTS
2.1 MATERIALS:
A. Material Standards:
1. Steel plates, shapes, and bars - ASTM A36. 2. Steel bar grating - ASTM A569. 3. Steel pipe - ASTM A53, schedule 40. 4. Bolts - ASTM A325. 5. Fasteners - Zinc coated fasteners designed for commercial loading use. 6. Grout - Non-shrink non-metallic grout. 7. Concrete inserts - Galvanized ferrous castings.
B. Galvanized ferrous metal items - at exterior walls and where exposed to weather; 1 coat primer (shop applied).
1. Galvanizing - ASTM A525. 2. Primer - PPG Inhibitive Metal Primer, Rustoleum Metal Primer, or approved equal. Galvanizing repair paint, zinc rich primer; Tnemec, PPG, or approved equals.
PART 3 - EXECUTION
3.1 INSTALLATION:
A. Take field measurements prior to preparation of shop drawings and fabrication. Do not delay job; allow for cutting and fitting in field ifmeasurement not practical.
B. Form work true to line with sharp angles and edges. Weld continuously, grind finish flush and make smooth on exposed surfaces.
C. Install work plumb and level with hairline joints and ground flush welds.
D. Railings: Provide sizes, profiles and dimensions as indicated on the drawings. Provide mitered joints at 90 degree turns and smoothsweep at bends. Provide wall returns, end caps, brackets, fittings, and toe boards.
E. Touch-up damaged coatings with shop primer and galvanized repair paint.
F. Paint items scheduled in accordance with painting section.
2.1 MATERIALS:
A. Lumber - Herein referred to shall conform to the "Standard Grading and Dressing Rules for the West Coast Lumber" No. 17, or latestedition. Grades shall conform to the grading rules of the Manufacturers Association under whose rules the lumber is produced. Plywoodshall conform to the product standard PS 1-83 of the US Department of Commerce.
B. Grade Marking - Each piece of structural lumber, timber and plywood shall be legibly identified as to type, grade and species by a grademark of the West Coast Lumber Association, California Redwood Association, of the Douglas Fir Plywood Association.
C. Species and Grades - Use grade and species shall be not less than the following:
Beams DF No. 1 or better Joists DF No. 1 or better Nailers/Blocking DF Construction Grade
D. Pressure Treated Lumber - All lumber in contact with masonry or concrete, or in contact with the ground will be pressure treated DF.Pressure-treated with waterborne preservatives, to comply with AWPB LP-2 or LP-22, as applicable. Kiln dry to 15% max. moisturecontent. Treat all wood exposed to deterioration by moisture, such as items in contact with roofing, flashing, waterproofing and subject toinsect attack.
E. Maximum Moisture Content - Framing Lumber 19% at the time of installation.
F. Stucco Wrap Paper - Dupont Tyvek Stucco Wrap, or approved equal.
G. Nails - Common wire nails, meeting Fed Spec FF-N- I 06100 - I
H. Air Infiltration Barrier - DuPont Tyvek Stucco Wrap, or approved equal.
I. Plywood Sheathing (APA rated for use): 1. Wall Sheathing: APA sheathing, C-D plugged, Exterior. 2. Roof Sheathing: APA sheathing, Exterior. 3. Backing Panels: APA C-D plugged interior with exterior glue. 4. Underlayment:
PART 3 - EXECUTION
3.1 INSTALLATION:
A. Provide nailers, blocking and grounds where required. Set work plumb, level and accurately cut.
B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems inproper relation to adjacent construction. Coordinate with work of other sections.
C. Comply with manufacturer's requirements for cutting, handling, fastening and working with treated materials.
D. Restore damaged components. Protect work from damage.
E. Holes for bolts shall be bored 1/32" to 1/16" larger than the nominal bolt diameter.
F. All bolts shall be retightened prior to application of plywood, plaster, etc.
G. Structural members shall not be cut for pipes, penetrations, etc., unless specifically noted.
H. Two inch solid blocking shall be placed between joists or rafters at all supports.
I. All bolts bearing on wood shall have standard cut washers under head and nut U.O.N.
J. Joist hangers and other connectors shall be Simpson or an approved equal. Fully nail all hangers and connectors per manufacturer'sspecifications. See Structural Drawings for additional notes and requirements.
PART 1 - GENERAL
1.1 SUMMARY:
A. Provide finish carpentry for woodwork items exposed to view:
B. Exterior running and standing trim.
C. Interior running and standing trim, including door and window casing.
D. Wood shelving and closet accessories.
1.2 SUBMITTALS:
A. Submit for approval samples, shop drawings, product data, mock-ups.
1.3 QUALITY ASSURANCE:
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers that have been in satisfactory use in similarservice for at least three (3) years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer'sinstructions.
PART 2 - PRODUCTS
2.1 MATERIALS:
A. Quality standard for fabrication and products: Architectural Woodwork Institute Quality Standards, Premium grade unless notedotherwise.
B. Exterior finish carpentry: Trim and boards for transparent finish use Western Red Cedar, Grade B and Better, 1 and 2 Clear, rough sawntexture 1 face. Trim boards for painted finishes use softwood suitable for exposure and loading.
C. Interior finish carpentry: Trim, boards, and plywood for stained finishes as noted on plans. Others for painted finishes use softwoodsuitable for exposure and loading.
D. Shelving: Hardwood or medium density particleboard with wood edge banding.
E. Wood treatment:
F. Preservative treatment: Pressure-treated with waterborne preservatives for items in contact with masonry, concrete or the ground.Vehicle for preservative shall be compatible with finish.
G. Fire-retardant treatment: ASTM E84, Class A, where required by code or local authorities. Vehicle for preservative shall be compatiblewith finish.
PART 3 - EXECUTION
3.1 INSTALLATION:
A. Back prime work and install plumb, level and straight with tight joints; scribe work to fit.
B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems inproper relation to adjacent construction. Coordinate with work of other sections.
C. Comply with manufacturer's requirements for cutting, handling, fastening and working with treated materials.
D. Restore damaged components. Protect work from damage.
A. Fabricator shall take and be responsible for all field measurements required for the proper installation of his work. He shall coordinatewith the General Contractor to assure all other affected trades have been coordinated with.
PART 2 - PRODUCTS
2.1 MATERIAL:
A. Plastic Laminates - Plastic laminates to be Formica, Nevamar or approved equal. High pressure laminates, premium grade complyingwith NEMA LD3. Patterns, colors and textures as shown on the drawings.
B. Edging - Plastic laminate at counter tops, low pressure overly edge banding at faces of shelving and vertical dividers.
PART 3 - EXECUTION
3.1 FABRICATION:
A. Fabricate, assemble and install woodwork to withstand high levels of wear and use.
B. Precut all openings required for hardware, fixtures and electrical connections. Provide 2 1/2" round holes with rubber grommets atcounter tops for electrical cords.
C. Fabricate to dimensions and details shown on the approved shop drawings and as required to suit field conditions.
3.2 INSTALLATION:
A. Installation shall only be started when the space is enclosed from the weather and temperature and humidity can be controlled to assurethat the moisture content of the woodwork will not change more than one percent.. Install true and plumb, scribing to floors and walls. Installto a tolerance of 1/8" in 8'. No variations will be allowed in flushness of adjoining surfaces. Seamed tops and faces shall fit perfectly flushand true.
B. Anchor woodwork to substrate. All screws shall be driven to studs or blocking. All fasteners shall be concealed.
3.3 ADJUSTMENTS AND PROTECTION:
A. Clean and adjust any hardware. Clean all surfaces of shipping materials, dirt, smudges foreign material.
B. Protect woodwork with protective covers. Covers shall be acceptable to the fabricator and installer. Do not use plastic covers.
PART 1 - GENERAL
1.1 SCOPE:
A. Furnish and install thermal and acoustical insulation as shown on the drawings and specified herein.
PART 2 - PRODUCTS
2.1 MANUFACTURER:
A. Owens-Corning, Manville, or approved equal.
2.2 MATERIALS:
A. Exterior Walls - As noted on Mechanical Drawings and or Architectural drawings.
B. Ceiling - As noted on Mechanical Drawings.
C. Acoustical Insulation - 3 1/2" thick un-faced Fiberglas batts. Owens-Corning "Sonobatts" or equal if applicable.
PART 3 - EXECUTION
3.1 INSTALLATION:
A. Install as per manufacturers written instruction..
B. Install acoustical insulation at all toilet room walls & as indicated on the drawings.
CONTINUED ON NEXT SHEET
PART 1 - GENERAL
1.1 SCOPE:
A. Furnish and install lightweight concrete one piece "S" mission tile as shown on the drawings and specified herein. All tile and accessoriesshall comply with pertinent provisions of ASTM C1167 (Grade 1) and I.C.B.O. Report No. 4202.
PART 2 -- MATERIALS
2.1 TILE AND ACCESSORIES
A. Provide tile roofing as shown on the Drawings and as specified herein.
Roofing materials shall be:
Type:
Color:
Manufacturer:
B. Accessories, fasteners, mortar, and related materials shall be as required by the tile manufacturer and governing building code. Trim forridges, hips and gables must be as approved by tile manufacturer.
PART 3 -- CONSTRUCTION AND INSTALLATION
3.1 PREPARATION:
A. Install base required for tile roofing as per building code requirements and manufacturer's instructions. Install required preparatoryflashing, and keep flashing to be installed later on hand.
3.2 INSTALLATION
A. Install roofing as per building code requirements and manufacturer's instructions.
B. Upon completion, clean the work area and remove all scrap and excess materials from the site. Allow convenient access for inspection ofwork and repair or replace defective work as directed by the Architect. Leave drains and other openings clear and clean of debris.
C. Provide walks or runways to protect roofing if there is to be continued construction work.
The requirements of the General conditions and Division 1 apply to all work hereunder.
PART 1 - GENERAL
1.1 QUALITY ASSURANCE:
A. Codes and Standards - In addition to complying with all pertinent codes and regulations, comply with all pertinent recommendations ofthe "Structural Concrete for Building" publication ACI 301 of the American Concrete Institute.
1.2 SUBMITTALS:
A. Submit concrete mix design to the Architect for review prior to placement of concrete. Transit-mix delivery slips; Keep arecord at the job site showing time and place of each concrete pour of concrete, together with the transit-mix deliver slipscertifying contents of the pour.
1.3 JOB CONDITIONS:
A. Hot weather - Concrete placed when air temperature exceeds 90 degrees Fahrenheit shall comply with ACI 305recommendations.
PART 2 - PRODUCTS
2.1 MATERIALS:
A. Formwork - Plywood or steel forms sufficient for structural and esthetic requirements. Coat form with non-staining, clear, paraffin baseform oil that will not discolor or otherwise deface the surface of the concrete.
B. Welded Wire Mesh - Welded plain cold-drawn steel wire fabric, ASTM A185.
B. Reinforcing Bars and Dowels - Deformed steel bars, ASTM 615, Grade 60 (unless otherwise shown). Cut bars true to length free fromburrs.
C. Hook Bolts - ASTM A307, Grade A bolts (unless otherwise specified in Structural Drawings), internally and externally threaded.
D. Concrete:
1. General - All concrete, unless otherwise specifically permitted by the Architect shall be transit mixed in accordance with ASTM C-94.
F. Quality - All concrete shall have the following minimum compressive strengths at 28 days and shall be proportioned within the followinglimits (unless otherwise specified by Structural Engineering Specifications):
Location of Min PSI Min. size Max slump
Footings & Beams 2500PSI 1 ½" 4"
Slab on grade 2500 PSI 1" 4"
Exterior slabs & 2500 PSI 1" 4" Site Work
G. Cement: ASTM C- 150, type I or II.
H. Admixtures (all with less than 1% chloride ions):
1. Water reducing type and super plasticizer as required for workability.2. Air-entraining type for use in exterior concrete and foundations exposed to freeze-thaw conditions.
Misc. Materials:
Vapor barrier under slab on grade: 10 mil polyethylene.Hardener: Non-metallic, quartz-silica, interior/exterior type.Grout: Non-metallic, non-shrink type.Water-stops: Dumbbell shaped, rubber or PVC water-stops.Non-slip finish: Aluminum oxide grit.
Concrete Mixes: An independent Testing Laboratory employed by the owner shall design concrete. Maximum water cement ratio shallnot exceed 0.60 by weight. Maximum aggregate size 1".
Colored Concrete: Colored concrete shall be placed per approved color sample. Curing and sealing of colored concrete shall be per therecommendations of the manufacturer.
PART 3 - EXECUTION
3.1 SCOPE OF WORK:
A. The Concrete Subcontractor shall include, but not limited to, the following items and associated processes:
Excavation of all footings, piers to receive cast-in-place concrete.Forming of all areas to retain cast-in-place concrete.Block-outs for any area, such as floor door closers.Forming of any pads to receive electrical and mechanical equipment requiring support above floor level.Foundations for all site planter walls.Furnish and place all reinforcing bar and welded wire mesh in cast-in-place concrete.Install all miscellaneous steel directly placed in cast-in-place concrete, i.e.; Hold Downs, post straps, foundation bolts, etc.Furnish samples of concrete flatwork to be approved by Architect and Landscape Architect.Dry packing of columns other than precast concrete.
3.2 INSTALLATION:
A. Comply with ACI 301, CRSI "Manual of Standard Practice", ASTM C94. Do not change mix design without approval.
B. Chamfer exposed edges/corners to provide straight lines.
C. Tolerance - Plus 1/8" in 10' for grade, alignment, and straightness.
D. Construction Joints - Use key-way, continue reinforcement through joints. Refer to structural drawings for interior slab.
E. Expansion Joints - For exterior work locate 10' o.c. at approved locations. Provide ½" diameter x 12 smooth greased dowels at 12" o.c.across joint which permit 1" horizontal movement and no vertical shear movement.
F. Isolation Joints - Provide between slabs and vertical elements such as columns and structural walls where noted.
G. Control Joints - Provide sawn or tooled joints or removable insert strips; depth equal to ¼ slab thickness.
H. Slab Finishes - Obtain sample approval before beginning work.1. Scratch - For surfaces to receive mortar setting beds or cementitious floor materials.2. Trowel - Hard, smooth, uniform surface for areas to receive resilient flooring, carpet, or other thin material.3. Broom - After trowel finishing, roughen surface by fine brooming perpendicular to traffic direction for exterior walks, steps and ramps.4. Exposed Non-slip Aggregate - Use chemical retarder and expose by brushing with water. Use where indicated on plans. Seededaggregate shall not be acceptable.
I. Curing - Wet-cure the slab. The slab shall be continuously moist-cured for at least seven days.
3.3 FIELD QUALITY CONTROL:
General - Testing Laboratory - The owner shall arrange for the service of a testing laboratory to make tests and submit reports of tests. Thecontractor shall make samples and deliver as necessary.
Extent of Tests - Take test specimens and make tests as herein after listed for each 100 cubic yards of fresh concrete or fraction thereofplaced on the project, but not less than one set of specimens for each day of concrete placement.
Concrete Compressive Strength Tests - Each set of specimens shall consist of three (3) standard 6" x 12" cylinders: one cylinder to betested at the age of 7 days, one cylinder to be tested at the age of 28 days and the third cylinder held for future testing if required. Samplesfrom which compression tests specimens are molded shall be secured in accordance with ASTM C-172. Specimens made to check theadequacy of the design for strength of concrete, or as a basis for the acceptance of the concrete, shall be made and laboratory-cured inaccordance with ASTM C-31. Additional tests of specimens cured entirely under field conditions may be utilized to check the adequacy ofcuring and the protection of the concrete as directed. Strength tests shall be in accordance with ASTM C-39.
Slump Tests - Tests for slump shall be made at the place of deposit and in accordance with ASTM C-143. Tests shall be made periodically,where cylinders are made, and as often as required when a change in consistency of the concrete mix is noted.
3.4 DEFECTIVE WORK:
A. Inspection - Immediately after the forms and curing members have been removed, inspect all concrete surfaces and patch to matchadjacent surfaces at all pour joints, voids, rock pockets, form tie holes, and other imperfections before concrete is thoroughly dry.
B. If the visual defect is considered significant by the Architect after repair work is complete, he shall be able to reject the work as defective.
The requirements of the General conditions and Division 1 apply to all work hereunder.
PART 1 - GENERAL
1.1 SUMMARY:
A. Provide unit masonry for walls and partitions as noted on the plans:
1. Concrete masonry bearing walls and non-bearing partition walls.
PART 1 - GENERAL
1.1 SUMMARY:
A. Work shall include all labor, material, equipment, etc., necessary to complete both rough and finish carpentry, Truss Joists, Gang Nailtruss, concrete form work, rough hardware, installation of all hardware, wood preservative, installation of all millwork, grounds, doors, asshown on the drawings or herein specified.
B. Protection - All lumber shall be protected and kept under cover at the job site. Materials shall not be delivered long before they arerequired for the proper execution of the work.
1.2 SUBMITTALS:
A. Submit for approval samples, product data, mock-ups, test reports.
1.3 QUALITY ASSURANCE:
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers that have been in satisfactory use in similarservice for at least three (3) years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer'sinstructions.
PART 2 - PRODUCTS
PART 1 - GENERAL
1.1 SCOPE:
A. Furnish and install all finish cabinetry and furnishings as indicated on the drawings.
1.2 STANDARDS:
A. All work shall conform to the requirements of "Architectural Woodwork Quality Standards" published by the Architectural WoodworkInstitute (AWI).
1.3 SUBMITTALS:
A. Shop Drawings - Submit shop drawings showing the location of each item dimensioned plans and elevations, and the integration intowork by others including electrical power and signal outlets.
B. Sales - No samples are needed if material specified on drawings is used.
1.4 DELIVERY, STORAGE AND HANDLING:
A. Protect during shipping and after delivery to site. Do not deliver to site until conditions allow for installation. Installation will not beallowed while painting or other wet work is in progress.
1.5 JOB CONDITIONS:
PART 1 - GENERAL
1.1 SCOPE:
A. Furnish and install all sheet metal work as shown on the drawings and as specified herein, including, but not limited to:
B. All flashings necessary to make the roofing waterproof.
C. All flashings required for window and door openings.
D. Roof gutters and down-spouts.
PART 2 - PRODUCTS
2.1 MATERIAL:
A. Galvanized Sheet Metal - Shall be cold rolled sheet steel with notless than 1.25 oz. per square foot "Commercial Glass" zinc coating prime finish,conforming to ASTM A-93. 24 Gauge galvanized iron unless otherwise noted.
B. Solder - Shall be grade 95% tin and 5% lead
C. Nails and Fasteners - Shall be the same material as that of items to be fastened, unless noted otherwise. Type, gauges, and lengths, etc. asrequired for job conditions.
PART 3 - EXECUTION
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A. Flashing - Lap all joints a minimum of six inches and fill with a non-hardening sealant material. Coordinate installation of flashingswith all trades involved. All exposed edges shall be soldered and beaded or hemmed as required for strength and appearance. The sheetmetal work shall be closely fitted neatly to the framework.
B. Shop prime uncoated ferrous metal and galvanized sheet steel where hereinafter specified for surfaces that are inaccessible afterfabrication or installation.
PART 1 - GENERAL
1.1 SCOPE:
A. Furnish an install all coatings, sealants, sealant back-up materials and mastics as shown on the drawings and specified herein.
PART 2 - PRODUCTS
2.1 MATERIALS:
A. Masonry Weatherproofing Solution - Shall be Thompson Water Seal or approved equal, guaranteed in writing by the manufacturer for aperiod of five (5) years.
B. Sealants back up Material - Formed polyurethane strip.
C. Sealants - Exterior - General; One or two part component polysulfide liquid polymer based compounds, which cure at normaltemperature to a flexible firm rubber, tack free, paintable, in gun grade consistency, conforming to ASA specification A116.1-1960, Class Aor B as required. Use "Dap Flexiseal Polysulfide Polymer Sealer", Presstite #1176 "Strucsurseal", A.C. Horn's "Hornflex LP-32" polysulfidesealant or approved equal. Color of sealants shall match color of adjacent work.
D. Interior - Butyl-based compound, smooth flowing single component architectural grade, synthetic, general purpose caulking compound,composed of 80 - 100% solids, butyl, non oily, non-hardening, curing to a tack free paintable surface in gun grade consistency. Use "DAPButyl-Flex Caulking Compound", Prestite #432 "Butyl Caulk", A.C. Horn's "Vulcatex Elastic Caulking Compound", or approved equal.Color of caulking and sealants shall match the color of adjacent surfaces.
E. Mastic - Where mastic is shown on the drawings, it shall be the general purpose butyl-based caulking compound here in before specified,except that it shall be knife or trowel consistency. Exterior applications exposed to weather shall be the polysulfide sealant here in beforespecified in knife or trowel consistency.
F. Primers - Primers shall be quick-drying, colorless, non-staining sealer of type and consistency as recommended by the manufacturer.
PART 3 - EXECUTION
3.1 PREPARATION:
A. Clean and or prime all surfaces of bonding areas to receive above specified materials according to the written directions of the applicablemanufacturers.
3.2 INSTALLATION - WATER REPELLENT COATING:
A. Material shall be designed to penetrate and react chemically with the surface to form a new surface repellent to liquid water andpermeable to water vapor. Material shall be colorless and shall not change the appearance or color of the surface to which it is applied.
3.3 INSTALLATION - SEALANTS:
A. Install back-up material in joints to be sealed, compressing it to one quarter of its original thickness. Joints shall have a depth of notmore than half of their width, but shall be not less than 1/4". Seal all perimeters between frames and adjacent construction continuously andelsewhere as indicated on the drawings. Sealant shall be applied according to the manufactures recommendations. Remove excess sealantand leave adjacent surfaces clean.
PART I - GENERAL
1.1 SHOP DRAWINGS/CERTIFICATES:
A. Properly coordinate work of this section with the supplier of the finish hardware and with the supplier of other doors to be installed inthe project. Shop drawing submittals are only required if there are changes from the material specified herein. Any changes are to be clearlynoted on the submittal.
PART 2 - PRODUCTS
2.1 MATERIALS:
A. Doors - Steelcraft L-18 flush series with an 18-ga facesheet. At doors with vision panel, use door type "N". Finish - Standard PrimePaint - G.C. to paint as shown on drawings. Provide rated doors and glass as shown on drawings. Provide metal frames for specified wooddoors (See schedule).
B. Frames - Steelcraft F-16 series, in widths to wrap around walls as shown on drawings, supplied with factory installed rubber bumpers,(3) per strike jamb and (2) per head. Frames shall be furnished with a minimum of six wall anchors and two base anchors of manufacturer'sstandard design. Conceal all fastening and anchorage unless otherwise noted. Provide factory finish.
C. Frame Anchors - Locate all other frame anchors on each jamb, 4" from top, 4" from bottom and at intermediate points not exceeding 24".Except as specified below, provide anchors not lighter than 14 ga steel, sizes and shapes as specified or indicated.
PART 3 - EXECUTION
3.1 INSTALLATION:
A. Deliver product to site, see section 06200 for installation.
A. Milcor DW Access Door or equal. Minimum size, 30" x 36". Flush panel, factory applied primer finish, insulated doors. Hinge is to bedouble acting concealed spring hinge to allow opening to 175 degrees. Panels to be removable by taking pin out of hinge attached to panel.Lock is to be flush, cylinder with two keys.
PART 3 - EXECUTION
3.1 INSTALLATION:
A. Install per manufacturer's instructions. Coordinate all work with finished openings. Doors shall open smooth and level.
The requirements of the General Conditions and Division 1 apply to all work hereunder.
PART 1 - GENERAL
1.1 SCOPE:
A. Furnish and install wood doors as shown on the drawings and as indicated herein including installation of finish hardware, Provide andinstall all wood door frames and trim.
1.2 STANDARDS:
A. All wood doors shall be manufactured in accordance with the WIC-MM Section 18 and the NWMA I.S. 1-78.
1.3 GUARANTEE:
A. All doors shall be guaranteed against: warp or twist exceeding 1/4" or more when the surface of the door exceeds 10 feet, delamination inany degree, any manufacturing defect which may impair or affect the performance of the door for the purpose for which it is intended. Anydoor found defective within the specified length of time shall be replaced without charge. Any finish stain or paint required on thereplacement door shall be covered in the guarantee.
B. Interior doors shall be guaranteed for the life of the installation.
PART 2 - PRODUCTS
2.1 MANUFACTURER:
A. All wood doors shall be of the same manufacturer, Weyerhauser Co. or equal.
2.2 INTERIOR DOORS:
A. Premium grade rotary sliced white oak face veneer for stained or painted finish with particle board core, Weyerhaeuser DPC-1 orapproved equal.
PART 3 - EXECUTION
3.1 INSTALLATION:
A. Deliver products to site. See Section 06200 for installation requirements.
The requirements of the General Conditions and Division I apply.-o all work hereunder.
PART I - GENERAL
1.1 SUBMITTALS:
A. Supply hardware installation schedule only if hardware is not to be supplied as specified herein. Clearly note on the submittal anychanges from the material specified. Submit in accordance with the requirements of Section 01300.
1.2 SCOPE:
A. Provide all finish hardware complete with suitable fasteners for all work whether listed herein or not. Items not specifically mentioned,but necessary to complete the work, shall be furnished, matching in quality, design and finish those items specified for similar locations.
B. Provide for hardware allowance. Allowance to include installation of all door hardware.
PART 2 - PRODUCTS:
2.1 MANUFACTURER:
A. Schlage Lock Company or an approved equal.
2.2 HARDWARE TYPE:
A. Schlage "D" Series Commercial Grade, interchangeable core levers, handicap acceptable Rhoades lever design in a 626 brushed aluminumfinish.
2.3 HARDWARE SCHEDULE:
A. Hardware schedule is to be provided by Hardware Contractor for approval prior to ordering materials.
PART 3 - EXECUTION
3.1 INSTALLATION:
A. Installation to be installed under sections 08100. Installed hardware shall operate smoothly with no bind or slack. Set hardware inaccordance with the manufacturer's written instructions.
PART 1 - GENERAL
1.1 SUBMITTALS:
A. Supply hardware installation schedule only if hardware is not to be supplied as specified herein. Clearly note on the submittal anychanges from the material specified. Submit in accordance with the requirements of Section 01300.
1.2 SCOPE:
A. Provide all cabinet and drawer hardware complete with suitable fasteners for all work whether listed herein or not. Provide all shelvingbrackets and shelving with suitable fasteners for all work whether listed herein or not. Items not specifically mentioned, but necessary tocomplete the work, shall be furnished, matching in quality, design and finish, those items specified for similar locations.
PART 2 - PRODUCTS
2.1 MANUFACTURERS:
A. Hinges - BLUM "Modul" concealed hinge or equal.
B. Drawer Slides - ACCURIDE #3800 full extension or equal.
C. Pulls/Knobs - To be determined by interior - designer.
D. Shelving Standards & Brackets - Provide KV87 ANO slotted standards in lengths shown on drawings. Provide KV 187LL ANO 12".extra heavy duty brackets.
E. Shelving - Provide KV 1980 white shelving. Shelving is to be solid 5/8" particle board overlaid with a melamine laminated finish withedge bands on all exposed edges.
F. Verify all hardware with interior designer. All finishes to be determined by interior designer.
PART 3 - EXECUTION
3.1 INSTALLATION:
A. Installation to be installed under sections 06400. Installed hardware shall operate smoothly with no bind or slack. Set hardware inaccordance with the manufacturers written instructions. Install shelving brackets true and level to wall studs.
PART 1 - PRODUCTS
1.1 FRAME
A. Select kiln dried Western Pine, water-repellent, preservative-treated in accordance with WDMA I.S.4.; exterior surfaces extrudedaluminum. Overall frame depth see DWG's.
1.2 SASH
A. Select kiln dried Western Pine, water-repellent, preservative-treated in accordance with WDMA I.S.4.: interior exposed surfaces clearWestern Pine. Exterior surfaces clad with roll formed aluminum. Corner joints mortised-and-tenoned. Glass shall be mounted to sash frameutilizing a silicone glazing compound and secured with profiled wood stops on the interior of the sash. Upper sash of Sector Top SingleHung units shall be fixed with lower sash operational. Sash thickness is 1- 7
16" (37 mm).
1.3 GLAZING
A. Sealed insulating glass shall be constructed of [two panes of clear float glass] Overall insulated unit width is 34" (19 mm) with a 12"(13
mm) captive air space. Glass shall be mounted to sash frame utilizing a silicone glazing compound and secured with profiled wood stops onthe interior of the sash. See T-24
1.4 EXTERIOR FINISH:
A. Exterior aluminum surfaces shall be finished with a fluoropolymer(70% Kynar 500*) multi-coat finish system, to meet or exceedstandards required by AAMA specification #2605. Color shall be selected by owner.
1.5 WEATHERSTRIPPING:
A. Concealed non-compression jamb liners shall form primary compression seal with dual durometer bulb seal weather-stripping against sashstiles. Dual durometer bulb seal compressed between the top and bottom rails of the sash and frame. Dual durometer bulb seal between thetop rail and head filler stop. Dual durometer bulb seal compressed between the meeting rails of the sash.
1.6 INSECT SCREEN:
A. Charcoal fiberglass 1816 mesh screen cloth set in painted roll formed aluminum frame fitted to outside of window with all necessary
hardware. Color shall be selected by owner.
1.7 INTERNAL GRIDS:
A. Specified insulated glazing shall include between the panes of glass 316" (5mm) by 5 8" (16mm) roll formed aluminum muntin bars
configured in divided lite patterns as shown on drawings. Internal grid finish shall be selected by owner.
1.8 INTERIOR FINISH:
A. One coat factory applied acrylic latex primer.
CONTINUED ON NEXT SHEET
The requirements of the General Conditions and Division 1 apply to all work hereunder.
PART 1 - GENERAL
1.1 SCOPE:
A. Furnish and install all lath and plaster work as shown on the drawings and as specified herein.
1.2 SAMPLES:
A. Provide a 24" x 24" sample of the proposed finish for the project.
B. Finish is to be smooth steel troweled Mission finish.
PART 2 - PRODUCTS
2.1 MATERIALS:
A. Exterior - Cement - Portland Cement, ASTM C15O Type ll, low alkali.
B. Hydrated Lime - ASTM C-206 Type S.
C. Bonding Agent - Type recommended for bonding plaster to cement conforming to ASTM C 631
D. Gauging Plaster - ASTM C-28
E. Sand - Natural or manufactured sand, clean and graded. ASTM C144-66T, in accordance with ASA Specifications A42.3 1946.
F. Water - Fresh, clean, and potable, and free from such amounts of mineral and organic substances as would adversely affect the hardeningof cement mortar.
G. Gypsum Lath - Vertical and horizontal lath to be waterproof exterior gypsum lath sheathing as indicated on the drawings.
H. Lathing Accessories - Shall be not less than 26 ga steel, zinc coated, US Gypsum, Penmetal, or approved equal. Furnish and install cornerand casing beads, corner reinforcement, stops, base screeds, expansion joints, etc., and any other accessories shown or required to completethe installation.
I. Vent Screed - Fry Reglet as shown on drawings.
J. Expansion Screed - Fry Reglet as shown on drawing
PART 3 - EXECUTION
3.1 APPLICATION OF LATH:
A. Install as per manufacturers instruction.
3.2 ACCESSORIES:
A. Install all required plaster grounds, casing beads, or stops, base screeds, corner reinforcements, special stops, and other metal accessories.Apply and shim out to required thickness. Set plumb, level and straight, free of kinks and bends. Install casing beads or stops at the end ofall plaster continuously. Provide expansion joints or control joints where shown or required.
3.3 APPLICATION OF EXTERIOR CEMENT PLASTER:
A. General Requirements - Exterior cement plaster shall be applied in a three coat process to a minimum of 3/4" thickness.
B. Scratch and brown coats of cement plaster shall consists of ingredients proportioned as follows: 1 part Portland Cement to not less than 3parts aggregate, and not more than 10 % of lime putty. Finish coal shall be mixed as recommended by the manufacturer to provide a uniformtexture matching the approved sample, Finish coat for smooth trowel finish shall consist of 1 part Portland Cement to not less than 3 partsfine aggregate and not more than 20% lime putty.
C. Scratch Coat - Shall be applied to a minimum thickness of 3/8", completely embedding lath. Before scratch coat has set, it shall be wellcross-bar scratched to provide a strong bond. Scratch coat shall be damped cured 48 hours before brown coat is applied with a frog spray.
D. Brown Coat - Shall be applied to a minimum thickness of 1/4". Scratch coat shall be dampened evenly with a fog spray to obtain uniformsuction before the brown coat is applied. Brown coat shall be applied to scratch coat with sufficient pressure to force the plaster intoscratches and shall be brought to plumb, true, and even surfaces, but left in a rough texture. When set sufficiently, brown coat shall befloated with a dry float. Fog spray for 48 hours. Intervals between application of brown coat and finish coat shall be at least 14 days of dryweather.
E. Finish Coat - Shall be laid out to permit completion of entire surface in one operation. Finish coat shall be applied to a minimum thicknessof 1/8" or in such thickness as may be necessary to insure full thickness as required for this work. Brown coat shall be dampened evenly toprovide suction before applying finish coat. Finish coat texture to be a smooth trowel finish.
PART 1 - GENERAL
1.1 SCOPE:
A. Provide all access doors as specified herein and shown on the drawings. Shop drawings are not required unless material used is otherthan specified.
PART 2 - PRODUCTS
2.1 ACCESS DOORS:
The requirements of the General Conditions and Division 1 apply to all work hereunder.
PART 1 - GENERAL
1.1 RELATED DOCUMENTS:
A. Drawings and general provision of the Contract, including General and Supplementary Conditions and Division 1 Specifications Sections,apply to this Section.
1.2 SUMMARY:
A. This Section includes the following: 1. Metal framing and furring. 2. Metal lath and accessories 3. Portland cement plaster 4. Stucco finishes.
1.3 SUBMITTALS:
A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections.
B. Product Data for each product specified.
C. Contractor to submit drawings of proposed control joint layout for architect for review prior to commencing this work.
D. Material Certificates: Submit certificate signed by the manufacturer for each kind of plaster aggregate certifying that materials complywith requirements.
1.4 QUALITY ASSURANCE:
A. Except as otherwise indicated or specified, conform to applicable requirements of the Plaster / metal Framing Systems / lath Manual aspublished by California Lathing and Plastering Contractors Association Inc., Los Angeles, California, hereinafter referred to as Ref. Spec. Incase of conflict between and code, law, ordinance, ref. Spec., and requirements, herein comply with the most restrictive requirements.
B. Mockups: Prior to installing plaster work, construct panels for each type of finish and application required to demonstrate aesthetic effectsas well as qualities of materials and execution. Build mockups to comply with the following requirements, using materials indicated for finalunit of Work.
1. Locate mockups on-site in the location as directed by the architect. 2. Erect mockups (min. 24" by 24") by full thickness in the presence of Architect using materials, including lath, support system, andcontrol joints indicated in final Work. 3. Notify Architect 7 days in advance of the dates and times when mockups will be constructed. 4. Demonstrate the proposed range of aesthetic effects and workmanship. 5. Obtain Architects approval of mockups before start of plaster Work. 6. Retain and maintain mockups during construction in an undisturbed condition as a standard for judging and completed Portland cementplaster Work.
a. When directed, remove mockups from Project site.
C. Installer is responsible for ensuring that substrate for stucco, including metal framing, is structurally sufficient for plaster installation.Metal framing and supports for stucco assemblies: Structural engineering of ceiling and soffit framing is the responsibility of the Contractor.The drawings indicate the design concept, final configuration and dimensions. The size and spacing of metal framing to structurally supportthe stucco in each application, including other applicable components such as mechanical diffusers, lighting, millwork, etc. is theresponsibility of the installer. The systems are to be designed in accordance with the Code and standard engineering practice.
D. Scaffolds and Equipment. Comply with CAC Title 8 and all applicable laws and ordinances.
1.5 DELIVERY, STORAGE, AND HANDLING:
A. Deliver cementitious materials to Project site in original packages, containers, or bundles, labeled with manufacturer's name, productbrand name, and lot number.
B. Store materials inside, under cover, and dry, protected from weather, direct sunlight, surface contamination, aging, corrosion, and damagefrUII�9QYA�³X��om construction traffic and other causes.
1.6 PROJECT CONDITIONS:
A. Environmental Requirements, General: Comply with requirements of referenced plaster application standards and recommendations ofplaster manufacturer for environmental conditions before, during, and after plaster application.
B. Cold Weather Requirements: Provide heat and protection, temporary or permanent, as required to protect each coat of plaster fromfreezing for a least 24 hours after application. Distribute heat uniformly to prevent concentration of heat on plaster near heat sources; providedeflection or protective screens.
C. Warm-Weather Requirements: Protect plaster against uneven and excessive evaporation and from strong flows of dry air, both natural andartificial. Apply and cure plaster as required by climatic and job conditions to prevent dry out during cure period. Provide suitable coverings,moist curing, barriers to deflect sunlight and wind, or combinations of these, as required.
D. Exterior Plaster Work: Do not apply plaster when ambient temperature is below 40 ° F.
E. Interior Plaster Work: Maintain at least 50 ° F temperature in areas to be plastered for at least 48 hours before, during and after application.
F. Ventilation: Provide natural or mechanical means of ventilation to properly dry interior spaces after cement plaster has cured.
G. Protect contiguous work from soiling and moisture deterioration caused by plastering. Provide temporary coverings and other provisionsnecessary to minimize harmful spattering of plaster on other work.
PART 2 - PRODUCTS
2.1 MANUFACTURERS:
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Metal Framing and Supports: a. Alabama Metal Industries Corp. ( AMICO ) b. American Studco, Inc. c. Angeles Metal Systems. d. California Expanded Metal Products Co. e. Clark Steel Framing, Inc. f. Consolidated Systems, Inc. h. Dietrich Industries, Inc. i. Marino-Ware Industries. j. National Gypsum Co. k. Unimast, Inc.
2. Expanded-Metal Lath: a. Alabama Metal Industries Corp. ( AMICO ) b. California Expanded Metal Products Co. c. Dale / Incor Industries, Inc. e. National Gypsum Co. f. United States Gypsum Co. g. Western Metal Lath Co.
3. Wire-Fabric Lath: a. Davis Wire Corporation. b. Jaeson Wire Company. c. Keystone Steel and Wire Co. d. K-Lath Building Projects.
4. Metal Accessories: a. Alabama Metal Industries Corp. ( AMICO ) b. California Expanded Metal Products Co. c. Dale//Incor Industries, Inc. d. Delta Star, Inc. e. Fry Reglet Corporation. f. Gordon, Inc. g. Metalex ( Keene Products ). i. National Gypsum, Co. j. Pittcon Industries. k. Stockton Products. l. Unimast Inc, m. United States Gypsum Co. n. Western Metal Lath Co.
5. Plastic Accessories: a. Alabama Metal Industries Corp. ( AMICO ) b. Plastic Components, Inc. c. Vinyl Corp.
6. Stucco: a. California Stucco Products Corp. b. Highland Stucco. c. United States Gypsum Co. d. La Habra.
2.2 METAL SUPPORT FOR SUSPENDED AND FURRED CEILINGS:
A. General: Size metal ceiling supports to comply with ASTM C 1063, unless otherwise indicated.ntB. Wire for Hangers and Ties: ASTM A 641 ( ASTM A 641M ), Class 1 zinc coating, soft temper.
C. Rod Hangers: Mild steel, zinc coated.
D. Flat Hangers: Mild Steel, zinc coated or protected with rust-inhibitive paint.
E. Channels: Cold-rolled steel, minimum 0.0598-inch- (1.5mm) thick base (uncoated) metal and 7/16-inch- (11.1-mm-) wide flanges, and asfollows: 1. Carrying Channels: 2-inch- (50mm) deep by 19/32-inch- (15mm) wide flanges, 590 lb/1000 feet (0.87kg/m). 2. Carrying Channels: 1-1/2 inches (38mm) deep, 475 lb/1000 feet (0.7 kg/m). 3. Furring Channels: ¾ inch (19mm) deep, 300lb/1000 feet (0.45 kg/m) 4. Finish: Rust inhibitive paint, unless otherwise indicated. 5. Finish: ASTM A 653, G60 (ASTM A 653M, Z180 ) HOT-DIP GALVANIZED COATING FOR FRAMING WHERE INDICATED.
2.3 STEEL STUDS AND RUNNERS:
A. General: Provide steel studs and runners complying with the following requirements: 1. Protective coating: Manufacturer's standard corrosion resistant coating.
B. Non-Load-Bearing Studs and Runners: ASTM C 645 and complying with the following requirements for minimum thickness at base(uncoated) metal and other characteristics: 1. Thickness: As required for given application. 2. Depth: 3-5/8 inches (92.1 mm), or as required for given application.
2.4 LATH:
A. Expanded-Metal Lath: Comply with ASTM C 847 for material, type, configuration, and other characteristics indicated below.
1. Material: Fabricate expanded-metal lath from sheet metal conforming to the following: Galvanized Steel: Structural-quality, zinc coated (galvanized) steel sheet complying with ASTM A 653, G60, (ASTM A 653M, Z180)minimum coating designation, unless otherwise indicated. 2. Diamond-Mesh lath: Comply with the following requirements: a. Configuration: Self-furring. b. Weight: 3.4 lb/sg. Yd. (1.8 kg/sq. m).
B. Paper Backing: Where paper-backed lath is indicated, provide the following material factory bonded to back of last: Comply with FSUU-B-790, Type I, grade and style as indicated below:
1. Vapor-retardant Paper: Grade B, Style 1 with flame spread rating of 25 per ASTM E 84.
2.5 ACCESSORIES:
A. General: Comply with material provision of ASTM C 1063 and the requirements indicated below; coordinate depth of accessories withthickness and number of plaster coats required. 1. Galvanized Steel Components: Fabricated from zinc-coated (galvanized) steel sheet complying with ASTM A 653, G40 (ASTM 653M,Z90) minimum coating designation.
B. Metal Corner Reinforcement: Expanded, large mesh, diamond-metal lath fabricated from zinc-alloy or wire-welded mesh fabricated from0.0475-inch-(1.2mm) diameter, zinc-coated (galvanized) wire and specially formed to reinforce external corners of portland cement plasteron exterior exposures while allowing full plaster encasement.
C. Cornerbeads: Small nose cornerbeads fabricated from the following metal, with expanded flanges of large-mesh diamond-metal lathallowing full plaster encasement. 1. Galvanized Steel: Minimum 0.0172 inch (0.44mm) thick.
D. Casing Beads: Square-edged style, with expanded flanges of the following material: 1. Galvanized Steel: Minimum 0.0172 inch (0.44mm)thick..
E. Control Joints: Prefabricated, of material and type indicated below: 1. Galvanized Steel: Minimum 0.0172 (.044mm) thick. 2. One Piece Type: Folded pair of non perforated screeds in M-shaped configuration, with expanded or perforated flanges. a. Provide removable protective tape on plaster face of control joints.
F. Foundation Sill (Weep) Screed: Manufacturer's standard profile designed for use at sill plate line to form plaster stop and prevent plasterfrom contacting damp earth, fabricated from zinc-coated (galvanized) steel sheet.
G. Lath Attachment Devices: Material and type required by ASTM C 1063 for installation indicated.
2.6 PLASTER MATERIALS:
A. Base-Coat Cements: Type as indicated below:
1. Portland cement, ASTM C 150, Type II.
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PART 1 - GENERAL
1.1 SCOPE:
A. Furnish and install tile floor, base and wall as shown on Drawings and specified herein.B. This section includes the following: 1. Ceramic mosaic tile. 2. Quarry tile. 3. Paver tile. 4. Glazed wall tile. 5. Special-purpose tile. 6. Waterproof membrane for thin set tile installations. 7. Stone thresholds installed as part of tile installation.
1.2 QUALITY ASSURANCE STANDARDS:
A. Tile Council of America (TCA) Handbook for Ceramic Tile Installation.
B. American National Standards, Inc. (ANSI).
C. Installer Qualifications: Engage an experienced installer who has completed tile installations similar in material, design, and extent tothat indicated for this project and with a record of successful in-service performance.
1.3 SUBMITTALS:
A. Product Data: For each type of tile, mortar, grout, and other products specified.
B. Samples for Verification: Of each item listed below, prepared on Samples of size and construction indicated. Where products involvenormal color and texture variations, include Sample sets showing the full range of variations expected.
1. Each type of composition of tile and for each color and texture required, as least 12 " (300mm) square, mounted on braced cementitiousbacker units, and with grouted joints using product complying with specified requirements and approved for completed work in color orcolors selected by Architect. 2. Full-size units of each type of trim and accessory for each color required. 3. Stone thresholds in 6" (150mm) lengths. 4. Metal edge strips in 6" (150mm) lengths.
C. Source Limitations for Tile: Obtain each color, grade, finish, type, composition, and variety of tile from one source with resources toprovide products from the same production run for each contiguous area of consistent quality in appearance and physical properties withoutdelaying the work.
D. Mockups: Before installing tile, construct mockups for each for of construction and finish required to verify selections made underSample submittals and to demonstrate aesthetic effects and qualities of materials and execution. Build mockups to comply with the followingrequirements, using materials indicated for completed Work.
1.4 PROJECT CONDITIONS:
A. Environmental Limitations: Do not install tile until construction in spaces is completed and ambient temperature and humidity conditionsare being maintained to comply with referenced standards and manufacturer's written instructions.
PART 2 - PRODUCTS
2.1 MANUFACTURERS:
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Tile Products: a. American Marrazzi Tile, Inc. b. American Olean Tile Company. c. Dal-Tile Corporation. 2. Tile Setting and Grouting Materials: a. American Olean Tile Company. b. Bonsal: W. R. Bonsal Company. c. C-Cure Corporation. d. Custom Building Products. e. Dal-Tile Corporation.
CONTINUED ON NEXT SHEET
SECTION 09220 - PORTLAND CEMENT PLASTER (continued)
PART 1 - GENERAL
1.1 SCOPE:
A. Furnish and install gypsum wallboard and related items as shown in the drawings and as specified herein.
PART 2 - PRODUCTS
2.1 MATERIALS:
A. Gypsum Wallboard - Manufactured by US Gypsum or approved equal. 4-foot wide and in lengths as long as practical to eliminateexcessive joints. 1. Non-rated Board. 5/8" thick with tapered edges, 2. Fire Rated Board. 5/8" Type X with tapered edges. 3. Water Resistant Board 5/8" thick with tapered edges.
B. Joint Systems - All joints systems, including tape, compound and water resistant sealant shall be as recommended by the gypsum boardmanufacturer.
C. Fasteners - 1 1/4" type W bugle head screws for use with power driven tools as manufactured by U.S. Gypsum. Fastening as pergoverning codes.
D. Exposed edges of wallboard shall be trimmed with USG #200-A metal trim.
PART 3 - EXECUTION
3.1 WALLBOARD:
A. Cut board neatly to obtain neat and uniform joints. Install wallboard to ceiling areas first. Application shall be by horizontal methodwith the ends centered on bearing surfaces. Stagger end joints of adjoining panels. Screws shall be not less than 3/8" from edges and endsand shall be spaced a maximum of 6" on center on ceilings and 7" on center on walls. Set screws slightly below surface, but do not breakpaper face.
3.2 JOINTS AND CORNERS:
A. All joints and corners to be treated in accordance with the manufacturer's recommendations. Exposed joints, screw head depressions orany defects incurred during installation of wallboard shall be finished with tape and cement. External corners shall be protected and finishedwith a metal corner bead. Internal corners shall be finished with tape and cement. Metal edge trim shall be installed at the intersection of thewallboard and dissimilar material.
3.3 FINISHES:
A. All surfaces to receive paint shall receive a smooth finish free of surface imperfections. Areas to receive wall covering shall be finishedsmooth free of surface imperfections and ready to receive wall covering.
B. Stucco Finish Coat: Manufacturer's standard factory-packaged stucco, including portland cement, aggregate, coloring agent, and otherproprietary ingredients.
C. Lime: Special hydrated lime for finishing purposes, ASTM C 206, Type S; or special hydrated lime for masonry purposes, ASTM C 207,Type S.
D. Sand Aggregate for Base Coats: ASTM C 897.
E. Aggregate for Finish Coats: ASTM C 897 system and as indicated below: 1. Manufactured or natural sand, white in color.
2.7 MISCELLANEOUS MATERIALS:
A. Fiber for Base Coat: Alkaline-resistant glass or polypropylene fibers, ½ inch (13mm) long, free of contaminates, manufactured for use inportland cement plaster.
B. Water for Mixing and Finishing Plaster: Potable.
C. Waterproofing admix in proportion recommended by manufacturer.
D. Asphalt-Saturated Felt: ASTM D 226, Type I (No. 15), non-perforated.
E. Steel drill screws complying with ASTM C 1002 for fastening metal lath to wood or steel members less then 0.033 inch (.84 mm) thick,
F. Steel drill screws complying with ASTM C 954 for fastening metal lath to steel members 0.033 to 0.112 inch (.084 to 2.84 mm) thick.
2.8 PLASTER MIXES AND COMPOSITION:
A. General: Comply with ASTM C 926 for base- and finish-coat mixes as applicable to plaster bases, materials, and other requirementsindicated.
B. Base-Coat Mixes and Compositions: Proportion materials for respective base coats in parts by volume per sum of cementitious materialsfor aggregates to comply with the following requirements for each method of application and plaster base indicated. Adjust mix proportionswithin limits specified to attain workability.
C. Fiber Content: Add fiber to following mixes after ingredients have mixed at least 2 minutes. Comply with fiber manufacturer's writteninstructions but do not exceed 1 lb/cu. Ft. (16 kg/cu. M) of cementitious materials. Reduce aggregate quantities accordingly to maintainworkability.
D. Three-Coat Work over Metal Lath: Base-coat proportions as indicated below:
1. Scratch Coat: 1 part portland cement, 0 to ¾ parts lime, 2-1/2 to 4 parts aggregate. 2. Brown Coat: 1 part portland cement , 0 to ¾ parts lime, 3-5 parts aggregate.
E. Two-Coat Work over Concrete Unit Masonry: Base-coat proportions as indicated below:
1. Base-Coat: 1 part portland cement, ¾ to 1-1/2 parts lime, 3 to 4 parts aggregate.
F. Stucco Finish Coat: Add water only, comply with Stucco manufacturer's written instructions.
2.9 MIXING:
A. Mechanically mix cementitious and aggregate materials for plasters to comply with applicable referenced application standard and withrecommendations of plaster manufacturer.
PART 3 - EXECUTION
3.1 INSTALLATION OF LATH:
A. Standards: Comply with ML/SFA 920, "Guide Specifications for Metal Lathing and Furring," and with requirements of ASTM C 1063.
B. Install supplementary framing, blocking, and bracing at terminations in work and for support of fixtures, equipment services, heavy trim,grab bars, handrails, furnishings, and similar work to comply with details indicated or, if not otherwise indicated, to comply with applicablewritten instructions of lath and furring manufacturer.
C. Isolation: Where lathing and metal support systems ubuts building structure horizontally and where partition or wall ubuts overheadstructure, sufficiently isolate from structural th Attach�movement to prevent transfer of loading from building structure. Install slip- orcushion-type joints to absorb deflections but maintain lateral support.llatio 1. Frame both sides of control joints independently and do not bridge joints with furring and lathing or accessories.
D. Install additional framing, furring, runners, lath, and beads, as required to form openings and frames for other work as indicated.Coordinate support system for proper support of framed work that is not indicated to be supported independently of metal furring and lathingsystem.
3.2 INSTALLATION OF CEILING SUSPENSION SYSTEMS:
A. Preparation and Coordination: Coordinate installation of ceiling suspension system with installation of overhead structural systems toensure inserts and other structural anchorage provisions have been installed to receive ceiling hangers in a manner that will develop their fullstrength and at spacing required to support ceilings.
B. Hanger Installation: Attach hangers to structure above ceiling to comply with ML/SFA 920, "Guide Specifications for Metal Lathing andFurring" and with referenced standards.
C. Install ceiling suspension system components of sizes and spacings indicated, but not in smaller sizes or greater spacings then thoserequired by referenced lathing and furring installation standards.
1. Wire Hangers: Space 0.16-inch- (4 mm) diameter wire hangers not over 48 inches (1219mm) o.c., parallel with and not over 36 inches(914mm) perpendicular to direction of carrying channels, unless otherwise indicated, and within 6 inches (152mm) of carrying channel ends. 2. Carrying Channels: Space carrying channels not over 36 inches (914mm) o.c. with 48 inch (1219mm) o.c. hanger spacing. 3. Furring Channels to Receive Metal Lath: Space furring channels not over 16 inches (406mm) o.c. for 3.4 lb/sq yd. (1.8 kg/sq. m)diamond-mesh lath.
3.3 LATHING:
A. Install metal lath for the following applications where plaster base coats are required. Provide appropriate type, configuration, and weightof metal lath selected from materials indicated that comply with referenced ML/SFA specifications and ASTM lathing installation standards.
1. Suspended and furred ceilings using 3.4 lb/sq. yd (1.8 kg/sq. m) minimum weight, diamond-mesh lath. 2. Vertical metal framing and furring using 3.4 lb/sq. yd (1.8kg/sq. m) minimum weight, diamond-mesh lath and cold-rolled channel studframing. 3. Exterior sheathed wall surfaces using 3.4 lb/sq. yd (1.8kg/sq. m) minimum weight, self-furring, diamond-mesh. 4. Monolithic surfaces using 3.4 lb/sq. yd. (1.8kg/sq. m) minimum weight, self furring, diamond-mesh lath or vertical metal framing andfurring as required for plaster thickness.
3.4 PREPARATIONS FOR PLASTERING:
A. Clean plaster bases and substrates for direct application of plaster, removing loose material and substances that may impair the Work.
B. Install temporary grounds and screeds to ensure accurate rodding of plaster to true surfaces; coordinate with scratch-coat work.
C. Refer to Division 6 Sections for installing permanent wood grounds, if any.
D. Flashing: Refer to Division 7 Sections for installing flashing as indicated.
3.5 INSTALLATION OF PLASTER ACCESSORIES:
A. General: Comply with referenced lathing and furring installation standards for provision and location of plaster accessories of typeindicated. Miter or cope accessories at corners; install with tight joints and in alignment. Attach accessories securely to plaster bases to holdaccessories in place and in alignment during plastering. Install accessories of type indicated at following location:
1. External Corners: Install corner reinforcement at external corners. 2. Terminations of Plaster: Install casing beads, unless otherwise indicated. 3. Control Joints: Install at location indicated, or, if not indicated, at locations complying to the following criteria and approved byArchitect:
a. Where an expansion of contraction joint occurs in a surface of construction directly behind plaster membrane. b. Distance between Control Joints: Not to exceed 18 feet (5.4 m) in either direction or a length to width ratio of 2-1/2 to 1. c. Wall Areas: Not more then 144 sq. ft. (13 sq. m). d. Horizontal Surfaces: Not more then 100 sq. ft. (9 sq. m) in area. e. Where plaster panel sizes or dimensions change, extend joints full width or height of plaster membrane.
3.6 PLASTER APPLICATION:
A. Plaster Application Standard: Apply plaster materials, composition, and mixes to comply with ASTM C 926.
B. Do not use materials that are frozen, caked, lumpy, dirty, or contaminated by foreign materials.
C. Do not use excessive water in mixing and applying plaster materials.
D. Flat Surface Tolerances: Do not deviate plus or minus 1/8 inch in 10 feet (3mm in 3 m) from a true plane in finished plaster surfaces, asmeasured by a 10 foot (3 m) straightedge placed at any location on surface.
E. Grout hollow-metal frames, bases, and similar work occurring in plastered areas, with base coat plaster material, and before lathing wherenecessary. Except where full grouting is indicated or required for fire -resistance rating, grout at least 6 inches (152mm) at each jamb anchor.
F. Sequence plaster application with installation and protection of other work so that neither will be damaged by installation of the other.
G. Plaster flush with metal frames and other built-in metal items or accessories that act as a plaster ground, unless otherwise indicated.
H. Corners: Make internal corners and angels square; finish external corners flush with cornerbeads on interior work, square and true withplaster faces on exterior work.
I. Number of Coats: Aplly plaster of composition indicated, to comply with the following requirements:
1. Three Coats: over the following plaster base: a. Metal lath. 2. Two Coats: over the following plaster bases: a. Concrete unit masonry.
J. Finish Coats: Apply finish coats to comply with the following statements:
1. Prepared Finish: Apply stucco finish coats, acrylic-based finish coats, and other factory-prepared finish coats according tomanufacturer's written instructions.
K. Moist-cure plaster base and finish coats to comply with ASTM C 926, including written instructions for time between coats and curing in"Annex A2 Design Considerations."
3.7 CUTTING AND PATCHING:
A. Cut, patch, replace, repair, and point up plaster as necessary to accommodate other work. Repair cracks and indented surfaces. Point-upfinish plaster surfaces around items that are built into or penetrate plaster surfaces. Repair of replace work to eliminate blisters, buckles,check cracking, dry outs, efflorescence, excessive pinholes, and similar effects. Repair or replace work as necessary to comply with requiredvisual effects.
3.8 CLEANING AND PROTECTING:
A. Remove temporary covering and other provisions made to minimize spattering of plaster on other work. Promptly remove plaster fromdoor frames, windows, and other surfaces not to be plastered. Repair surfaces stained, marred, or otherwise damaged during plastering work.When plastering work is completed, remove unused materials, containers, equipment, and plaster debris.
B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and installer, that ensure plaster work is withoutdamage or deterioration at the time of Substantial Completion.
SECTION 09220 - PORTLAND CEMENT PLASTER (continued)
2.2 PRODUCTS, GENERAL:
A. ANSI Ceramic Tile Standard: Provide tile that complies with ANSI A137.1, "Specification for Ceramic Tile," For types, compositions,and other characteristics indicated.
B. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI standards referenced in "Setting Materials" and"Grouting Materials" articles.
C. Mounting: Where factory mounted tile is required, provide back or edge mounted tile assemblies as standard with manufacturer, unlessanother mounting method is indicated.
D. Factory-Applied Temporary Protective Coating: Where indicated under tile type, protect exposed surfaces of tile against adherence ofmortar and grout by pre-coating them with a continuous film of petroleum paraffin wax, applied hot. Do not coat unexposed tile surfaces.
2.3 MATERIALS:
A. Tiles: Ceramic tile shall have cushioned edges and Master-Set back mounted sheets. Tile for walls shall be glazed. Tile for floors shall beunglazed.
B. Walls: Use FRP (see specification section 09986)
C. Floors: 2" x 2" x ¼" slip-resistant ceramic mosaics with cushioned edge. Color to be selected by interior designer and/or Owner.
D. Base: 6" x 6" cove base. Color to be selected by interior designer.
E. Stone Thresholds 1. General: Provide stone thresholds that are uniform in color and finish, fabricated to sizes and profiles indicated to provide transitionbetween tile surfaces and adjoining finished floor surfaces. a. Fabricate thresholds to heights indicated, but not more then ½" (12.7mm)above adjoining finished floor surfaces, with transitionedges beveled on a slop no greater then 1:2. 2. Marble Thresholds: Provide marble thresholds complying with ASTM C 503 requirements for exterior use and with a minimumabrasive hardness value of 10 per ASTM C 241. a. Provide white, honed marble complying with the Marble Institute of America's Group A requirements for soundness.
G. Setting Materials: 1. Portland Cement: ASTM C 150 Type I. 2. Sand: ASTM C 144 3. Grout: Commercial Portland cement type per ANSI A118.6. 4. Organic Adhesive: ANSIA 136.1, Type 1. 5. Backing: Water resistant gypsum board as per Specification Section 09250, "Gypsum Board."
H. Extra Stock: Deliver to Owner five square feet of each tile type and color used in project. Deliver in original boxes properly identified.
PART 3 EXECUTION
3.1 INSPECTION:
A. Examine surface that will receive setting bed, tile, and accessories. Do not proceed with work until defects or conditions, which wouldadversely affect quality, execution, and permanence of finished tile work, are corrected.
B. Maximum deviations of substrate surfaces (when a tile mortar bed is to be installed over a substrate): 1. Sub-Floor Surface: 1/8" in 10'. 2. Vertical Surfaces: ¼" in 8'. 3. Deflection shall not exceed 1/360 of the span.
C. At areas that are to have slope to floor drain, Tile contractor to provide pre-slope.
D. Assure that surfaces to receive mortar setting bed and tile are firm, dry, clean, and free of oily or waxy films and curing compounds.
E. Mortar Bed: 1. 1 part Portland cement, ½ part lime, 5 parts damp sand UP TO 1 part Portland cement, 1 part lime, and 7 parts sand by volume.
F. Bond Coat: Portland cement paste with Laticrete Additive #4237.
3.2 INSTALLATION METHOD:
A. Interior Floor: Mortar Bed.
B. TCA Handbook method F112, ANSI A108.1 and A108.10.
C. Mortar Bed (ANSI A108.1): To be a minimum thickness of ¾".
D. Interior Walls and Base: TCA Handbook method W242, ANSI 108.4 and 188.10.
E. At floor traffic areas, use 2 parts polyurethane sealant.
F. At joints between floor and walls and around metal floor frames, use silicone sealant.
3.3 FLOOR TILE INSTALLATION:
A. General: Install tile to comply with requirements in the Ceramic Tile Floor Installation Schedule, including those referencing TCAinstallation methods and ANSI A108 series of tile installation standards.
B. Joint Widths: Install tile on floors with the following joint widths: 1. Ceramic Mosaic Tile: 1/16" (1.6mm) 2. Quarry Tile: ¼" (6.35mm) 3. Paver Tile: ¼" (6.35mm)
C. Stone Thresholds: Install stone thresholds at location indicated; set in same type of setting bed as abutting field tile, unless otherwiseindicated.Set thresholds in latex-Portland cement mortar for locations where mortar bed would be otherwise exposed above adjacent non-tile floorfinish.
D. Metal Edge Strips: Install at locations indicated or where exposed edge of tile flooring meets carpet, wood, or other flooring that finishesflush with top of tile.
3.4 WALL TILE INSTALLATION:
A. See specification section 09986
3.5 WORKMANSHIP:
A. Determine locations of all joints prior to start of work.
B. Layout all work so as to minimize cuts less then 1/2 in size and as shown on Drawings. Locate cuts in floors and walls so as to be leastconspicuous.
C. Align all joints to give a straight, uniform grout line. Clean all cut edges prior to installation. Fit tile neatly against finished surfaces andtrims.insta
3.6 CURING:
A. Damp cure all tile installations including Portland cement grouts for 72 hours minimum.
3.7 SEALANTS:
A. Traffic Areas: Polyurethane sealant with Shore A hardness of 35 or greater. Edge primer as recommended by sealant manufacturer.
PART 1 - GENERAL
1.1 SCOPE:
A. Provide all carpeting and accessories complete, in place, as shown on the drawings and as specified herein, and as required for acomplete and proper installation.
1.2 SUBMITTALS:
A. Sample submittals are required only if the material to be supplied is other than that specified. If submittals are required, submit two setsof samples showing complete color range available
1.3 JOB CONDITIONS:
A. Store material under cover in a well ventilated area and protect from damage, dirt, stains and moisture.
PART 2 - PRODUCTS
2.1 CARPET:
A. Carpeting shall be as specified by interior designer and approved by owner and/or architect.
2.2 ACCESSORIES:
A. Carpet Edging - Extruded vinyl, Mercer Plastic Company, or approved equal to suit conditions. Colors to match carpeting.
B. Carpet Adhesive - As recommended by the carpet manufacturer. Seam Adhesive - As recommended by the carpet manufacturer.
PART 3 - EXECUTION
3.1 INSTALLATION:
A. Preparation for Laying - Vacuum underlayment immediately prior to carpet installation, and remove all deleterious substances whichwould interfere with the installation or be harmful to the work. Repair minor irregularities in floor slabs.
B. Carpet-Pad Method - Cut, fit closely, evenly at walls and under thresholds. Make cutouts for all items passing through carpet in neatestpossible way. Coordinate work with other subcontractors. All seams and cross seams to be selvage edge trim - taped, and fitted. Run carpetin same direction throughout the job. Hold cross seams to a minimum. Match carpet lines and patterns at seams in both width and length.
3.2 CLEANING:
A. After installation is complete, clean adhesive, din and debris from carpet surfaces. Clean spots with approved spot remover. Removeloose threads with sharp scissors and vacuum clean. Leave entire surface clean, free from ripples, scallops, and puckers. Install paperrunners to protect carpeted areas.
SECTION 09680 - CARPETING (continued)
PART 1 - GENERAL
1.1 SCOPE:
A. The work of this section shall include all labor, material, equipment, scaffolding, and other equipment as required for the cleaning andsurface preparation to receive sealer and for all sealing as herein specified.
PART 2 - PRODUCTS
2.1 SEALER:
A. Sealer shall be "Thoroshield" as manufactured by Thoro System Products 800/327-1570.
PART 3 - EXECUTION
3.1 APPLICATION:
A. Apply sealer in strict accordance with the manufacturer's recommendations. Floor to be cleaned of all material prior to sealing. Use aminimum of two coats to achieve a smooth uniform finish.
3.2 CLEAN-UP:
A. Remove all sealer from other finished surfaces, glass, adjacent flooring, etc., upon completion of the sealing. Remove all waste andempty containers.
PART 1 - GENERAL
1.1 SCOPE:
A. The work of this section shall include all labor, material, equipment, scaffolding, and other equipment as required for the cleaning andsurface preparation to receive painting and for all finish Painting as herein specified.
1.2 SUMMARY:
A. This section includes surface preparation, painting and finishing of exposed interior and exterior items and surfaces. 1. Surface preparation, priming, and finish coats specified in this Section are in addition to shop-priming and surface treatment specifiedunder other Sections.
B. Paint exposed surfaces whether or not colors are designated in schedules, except where a surface or material is specifically indicated notto be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials orsurfaces. If color or finish is not designated, the Architect will select from standard colors or finishes available.
C. Painting is not required on prefinished items, finished metal surfaces, concealed surfaces, operating parts, and labels. 1. Prefinished items not to be painted include the following factory-finished components: a. Acoustic materials. b. Architectual woodwork and casework. c. Finished mechanical and electrical equipment. d. Light fixtures. e. Distribution cabinets. 2. Concealed surfaces not to be painted include wall or ceiling surfaces in the following generally inaccessible areas: a. Foundation spaces. b. Furred areas. c. Utility tunnels. d. Pipe spaces. e. Duct shafts. 3. Finished metal surfaces not to be painted include: a. Anodized aluminum. b. Stainless steel. c. Chromium plate. d. Copper. e. Brass. 4. Operating parts not be painted include moving parts of operating equipment, such as the following: a. Valve and damper operators. b. Linkages. c. Sensing devices. d. Motor and fan shafts. 5. Labels: Do not paint over Underwriters Laboratories, Factory Mutual or other code-required labels or equipment name, identification,performance rating, or nomenclature plates.
D. Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 5 Section "Structural Steel" for shop-priming structural steel. 2. Division 5 Section "Metal Fabrications" for shop-priming ferrous metal. 3. Division 6 Section "Interior Architectural Woodwork" for shop-priming interior architectural woodwork. 4. Division 8 Section "Steel Doors and Frames" for shop-priming steel doors and frames.
1.3 SUBMITTALS:
A. General: Submit the following according to Condition of the Contract and Division 1 Specification Sections.
B. Product data for each paint system specified, including block fillers and primers. 1. Provide the manufacturer's technical information including label analysis and instructions for handling, storage, and application of eachmaterial proposed for use. 2. List each material and cross-reference the specific coating, finish system, and application. Identify each material by the manufacturer'scatalog number and general classification. 3. Certification by the manufacturer that products supplied complies with local regulations controlling the use of volatile organiccompounds (VOC's).
C. Samples for initial color selection in the form of the manufacturer's color charts.After color selection, the Architect will furnish color chips for surfaces to be coated.
D. Samples for verification purposes: Provide samples of each color and material to be applied., with texture to simulate actual conditions,on representative samples of the actual substrate. 1. Provide 12" x 12" stepped samples, defining each separate coat, including block fillers and primers. Use representative colors whenpreparing samples for review. Resubmit until required sheen, color, and texture are achieved. 2. Provide a list of material and application for each coat of each sample. Label each sample as to location and application. 3. Architect may re-select level of sheen specified based on review of finish sample. Provide, if required samples of some paint quality indiffering sheen (including flat, satin, semi-gloss, and gloss).
1.4 QUALITY ASSURANCE:
A. Applicator Qualifications: Engage an experienced applicator who has completed painting system application similar in matationscoKerial and extent to those indicated for the Project that have resulted in a construction record of successful in-service performance.
B. Single-Source Responsibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats.
C. Field Samples: On wall surfaces and other exterior and interior components, duplicate finishes of prepared samples. Provide full-coatfinish samples on at least 100 sq. ft. (9 sq. m.) of surface until required sheen, color, and texture are obtained; simulate finished lightingconditions for review of in-place work. 1. Final acceptance of colors will be from job applied samples. 2. The Architect will select one room or surface to represent surfaces and conditions for each type of coating and substrate to be painted.Apply coatings in this room or surface according to the schedule or as specified. a. After finishes are accepted, this room or surface will be used to evaluate coating systems of a similar nature.
D. Provide paint in the wet mil. Thickness specified by the manufacturer's data sheet for each type of paint. Conduct wet film gaugethickness readings for times, for each area of a different type paint, over 1,000 sq. ft. Conduct reading with the architect and representative ofthe general contractor present. Log the reading in the event paint thickness and / or coverage questioned. Provide, upon request, purchaseorders showing the amount of paint purchased specifically for this project and so paint coverage can be verified.
1.5 JOB CONDITIONS:
A. Apply water-based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 °F(10°C) and 90°F (32°C).
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CONTINUED ON NEXT SHEET
Enamel
(color per Architect/Owner)Interior Wood Stain
Plaster
Galvanized Metal
Concrete or Block
Flat Epoxy
Satin
Gloss
FlatLatex
Enamel
Metal Doors
Ferrous Metal
Drywall
SURFACEAll Interior Wood
Semi gloss Enamel
Semi gloss Latex
Gloss
SHEEN
EnamelSemi gloss
MATERIAL
1 coat primer
1 coat primer
1 coat primer
1 coat primer
1 coat primer
1 coat primer
1 coat primer
2 coat finish
1 coat finish
2 coat finish1 coat stain
2 coat finish
1 coat finish
Acrylic
Alkyd
Acrylic
2 coat finish
1 coat finish
1 coat finish
Alkyd
Acrylic
Alkyd
TYPEAlkyd
PART 1 - GENERAL
1.1 DESCRIPTION OF WORK
Furnish all products, materials, accessories, and labor necessary to provide a complete installation of the factory built fireplaces within thespecifications, drawings and other guidelines set forth for this project. All work shall also be performed within the scope of themanufacturer's warranty.
1.2 RELATED SECTIONS
Division 15 MechanicalDivision 16 Electrical
1.3 DELIVERY, STORAGE, AND HANDLING OF MATERIALS
Delivery of all products shall be scheduled so as to allow for prompt installation immediately following delivery. All materials shall be fullyprotected from damage from other trades as well as damage from inclement weather and other unforeseen job site hazards.
1.4 QUALITY ASSURANCE
Any variations from the manufacturer's installation instructions must be approved by the manufacturer's technical support department inwriting and submitted to the architect prior to submitting a bid. In addition, each bidder shall submit a copy of the most recent installationinstructions and product literature for the required products. All accessories required shall be fully described and noted in the bid.
PART 2 PRODUCTS
2.2 MANUFACTURER
All fireplaces and required accessories shall be manufactured and approved by
2.1 DIRECT VENT GAS FIREPLACES
Model #_____ with all indicated and required accessories as stated within the drawings and specifications. The framing dimensions for thisunit are as follows: width 57 1/2", height 47 5/8", and depth 23 5/8". This unit is rated for 29,000 N and P Btu. Termination: rear panel mustbe at temperature of less than 150 degrees. Fiberglass rope gasket required on sealed glass door.
2.2 PRODUCT APPROVALS
Fireplace products shall comply with all local building codes and regulations. In addition, products must have the following approvals andmeet the following specifications:
ANSI Z21.88 CSA 2.33-M99 standardsWHI J20006711
2.3 OTHER MATERIALS
Other materials not specifically described but required for a complete and proper installation shall be new, best quality of their respectivekinds, as selected by the contractor subject to the approval of the architect.
PART 3 EXECUTION
3.1 INSTALLATION
Install in accordance with the manufacturer's recommendations as approved by the architect and with the requirements of authorities havingjurisdiction, anchoring all components firmly into position for long life under hard use.
Upon completion of this installation, visually inspect all exposed surfaces. Touch up scratches and abrasions with touch up paintrecommended by the manufacturer, making imperfection invisible to the unaided eye from a distance of five feet.
3.2 ADJUST AND CLEAN
Adjust and clean for proper operation.
B. Apply solvent-thinned paints only when the temperature of surfaces to be painted and the surrounding are temperatures are between45°F (7°C) and 95°F (35°C).
C. Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85%; or at temperature less then 5 °F (3°C) abovethe dew point; or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limitsspecified by the manufacturer during the application and drying periods.
PART 2 - PRODUCTS
2.1 MANUFACTURERS:
A. Smooth Paint Materials: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Workinclude:ICI. 1. Benjamin Moore and Co. (Moore). 2. PPG Industries, Pittsburgh Paints (PPG). 3. Pratt and Lamber (P & L). 4. The Sherwin-Williams Company (S-W). 5. Frazee Paint. 6. Coronado Paint Co.
2.2 PAINT MATERIALS, GENERAL:
A. Materials Compatibility: Provide block fillers, primers, finish coat materials, and related materials that are compatible with one anotherand the substrate indicated under conditions of service and application, as demonstrated by the manufacturer based on testing and fieldexperience.
B. Material Quality: Provide the manufacturer's best-quality trade sale paint material of the various coating types specified. Paint materialcontainers not displaying the manufacturer's product identification will not be acceptable.Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials in sot intended to imply that productsnamed are required to be used to the exclusion of equivalent products of other manufacturers. Furnish the manufacturer's material data andcertificates of performance for proposed substitutions.
C. Colors: Provide color selections made by the Architect from the manufacturer's full range of standard colors, or mix a custom color tomatcations coKh color selected from other manufacturer's color range.
D. Paint Materials: Provide the manufacturer's recommended factory-formulated primers, undercoats, interior and exterior finish coatmaterials compatible with the substrate and other coats required.
PART 3 - EXECUTION
3.1 EXAMINATION:
A. Examine substrates and conditions under which painting will be performed for compliance with paint application requirements. Surfacesreceiving paint must be thoroughly dry before paint is applied. 1. Do not begin to apply paint until unsatisfactory conditions have been corrected. 2. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area.
B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for varioussubstrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers.Notify the Architect about anticipated problems using the materials specified over substrates primed by others.
3.2 PREPARATION:
A. General: Remove hardware and hardware accessories , plates, machined surfaces, lighting fixtures, and similar items already installedthat are not to be painted, or provides surface applied protection prior to surface preparation and painting. Remove these items, if necessary,to completely paint the items and adjacent surfaces. Following completion of painting operations in each space or area, have items reinstalledby workers skilled in the trades involved.
B. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of variouscoatings. Remove oil and grease prior to cleaning. Schedule cleaning and painting so dust and other contaminates from the cleaning processwill not fall on wet, newly painted surfaces.
C. Surface Preparation: Clean and prepare surfaces to be painted according to the manufacturer's instruction for each particular substratecondition as specified. 1. Provide barrier coats over incompatible primers or remove and re-prime. Notify Architect in writing about anticipated problems usingthe specified finish-coat material with substrates primed by others. 2. Cementitious Materials: Prepare concrete, concrete masonry block, cement plaster and mineral-fiber-reinforced cement panel surfacesto be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen, as required, to remove glaze. If hardeners orsealers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast-cleaning methods if recommended by the paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to causethe finish paint to blister and burn, correct this condition before application. Do not paint surfaces where moisture content exceeds thatpermitted in manufacturer's printed directions. 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfacesexposed to view smooth and dust off. a. Scrape and clean small, dry seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applyingprimer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately upon delivery. Prime edges, ends, faces, undersides, and backsides of wood,including cabinets, counters, cases, and paneling. c. When transparent finish is required, back-prime with spar varnish. d. Back-prime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on backside. e. Seal tops, bottoms, and cutouts of non-primed wood doors with a heavy coat of varnish or sealer immediately upon delivery.
4. Ferrous Metals: Clean non-galvanized ferrous metal surfaces that have not been shop-coated; remove oil, grease, dirt, loose mill scale,and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel StructuresPainting Council (SSPC).
a. Blast steel surfaces clean as recommended by the paint system manufacturer and according to requirements of the SSPCspecification SSPC-SP 10. b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. c. Touch of bare areas and shop-applied prime coats that have been damaged . Wire brush, clean with solvents recommended by thepaint manufacturer, and touch up with the same primer as the shop coat. 5. Galvanized Surfaces: Clean galvanized surfaces with a nonpetroleum-based solvent so that the surface is free of oil and surfacecontaminates. Remove pretreatment from galvanized sheet metal fabricated from coil stock mechanical methods.
3.2 APPLICATION:
A. Apply all products in strict accordance with the manufacturers recommendations Size all surfaces to kill stains, burns, or to overcomeexcessive suction and otherwise provide a suitable foundation for finish work. All metal to be shop primed and retouched in the field afterinstallation. Prepare shop primed materials for a smooth even finish coat, free of imperfections. Make allowances for multiple coats toprovide a smooth uniform color appearance coats.
B. Paint Interior surfaces of ducts, where visible through registers or grilles, with a flat, non-specular black paint.
C. Paint back sides of access panels and removable or hinged covers to match exposed surfaces.
D. Finish exterior doors on tops, bottoms, and side edges same as exterior faces.
E. Sand lightly between each succeeding enamel or varnish coat.
3.3 CLEAN-UP:
A. Remove all paint and stains from all other finished surfaces, glass, floors, etc., upon completion of the painting. Remove all waste andempty containers from the building.
3.4 PAINT SCHEDULE:
SECTION 09900 - PAINTING (continued)
