4453 WEST HENRIETTA ROAD ROCHESTER, NY · PDF filea‐103 roof plan a‐109 basementbrz ... fwc fabric wall covering ga gage gal gallon galv galvanized ... 4453 west henrietta road
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DRAWING INDEX
GENERALG‐000 TITLE SHEET AND PROJECT DATAG‐001 CODE ANALYSIS & PROJECT DATA
CIVILC1.0 PROJECT NOTES, INFORMATION AND SPECIFICATIONSC2.0 LAYOUT AND UTILITY PLANC2.1 OFFSITE SANITARY SEWER PLANC3.0 GRADING AND EROSION CONTROL PLANC4.0 LIGHTING PLANC5.0 MAINTENANCE AND PROTECTION OF TRAFFIC PLANC6.0 CONSTRUCTION DETAILSC6.1 CONSTRUCTION DETAILSC6.2 CONSTRUCTION DETAILSC6.3 CONSTRUCTION DETAILSC6.4 CONSTRUCTION DETAILSC6.5 CONSTRUCTION DETAILS
LANDSCAPEL‐101 PLANTING PLAN AND DETAILS
ARCHITECTURALA‐100 BASEMENT FLOOR PLANA‐101 FIRST FLOOR PLANA‐102 SECOND FLOOR PLANA‐103 ROOF PLANA‐109 BASEMENT FLOOR PLAN ‐ NORTHA‐110 FIRST FLOOR PLAN ‐ NORTHA‐111 FIRST FLOOR PLAN ‐ SOUTHA‐112 SECOND FLOOR PLAN ‐ NORTHA‐113 SECOND FLOOR PLAN ‐ SOUTHA‐201 EXTERIOR ELEVATIONSA‐202 EXTERIOR ELEVATIONSA‐301 BUILDING SECTIONSA‐310 WALL SECTIONS / ENLARGED UNIT PLANS
387 East Main StreetRochester, NY 14604-2107Voice: 585.232.8300Fax: 585.232.9221w w w . s w b r . c o m
FILE
PAT
H:
ROCHESTER, N E W Y O R K
PROJECT:
CLIENT:
DRAWING TITLE
proj. no.
checked
proj. mgr.
drawn by
STATUS:
DRAWING NO.
ISSUE DATE:
HCR SHARS NO.:
10/2
2/20
12 1
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DEPAUL
ROCHESTER VIEWAPARTMENTS
1931 BUFFALO RDROCHESTER, NY 14624
12250
DG
TITLE SHEET/ PROJECTDATA
JG
SDP
G-000
SCHEMATIC DESIGN
4453 WEST HENRIETTA RDROCHESTER, NY 14467
C12 AC12A-XXX
1
4
3
2
X SCALE: X"=1'-0"TITLE
1
12
B
A
1
8'-0" AFF
1
BATT INSULATION
RIGID INSULATION
WOOD BLOCKING(INTERMITTENT)STONE
GRAVEL OR CRUSHED STONE
WOOD FRAMING (CONTINUOUS)
FINISH WOOD
STEEL-LARGE-SCALE
STEEL-SMALL-SCALE
PLYWOOD
CONCRETE
CONCRETE MASONRY UNIT
BRICK
(Other metals as noted)
VIEW TITLE
BUILDING/WALL SECTION CUT
DETAIL-BLOW UP
EXTERIOR ELEVATION
INTERIOR ELEVATIONS
101
1
PARTITION TYPE
ROOM NUMBER
DOOR NUMBERS
WINDOW TYPES
REVISION
OR
OR
UNDISTURBED EARTH
001 100A
001
STRUCTURALGRID
VIEWINGDIRECTION
DETAIL NO.
DRAWING NO.
DETAIL NO.
DRAWING NO.
DRAWING NO.
ELEVATIONNO.
PLAN KEY NOTE
DEMOLITION KEY NOTE
CEILING TYPE AND HEIGHT
DRAWING SYMBOLS
MATERIAL SYMBOLS(Other metals as noted)
A-XXX
X
A-XXX
X
GYPSUM, SAND, MORTAR
A-XXX
X
DRAWING NO.
ELEVATION NO.
DETAIL NO.
DETAIL SECTION CUTDETAIL NO.
DRAWING NO.A-XXX
X
VIEWINGDIRECTION
LIST OF ARCHITECTURAL/STRUCTURAL ABBREVIATIONSAB ANCHOR BOLTA/C AIR CONDITION(ING) (ED)ACC ACCESSIBLEACCU AIR COOLED CONDENSING UNITACI AMERICAN CONCRETE INSTITUTEACT ACOUSTICAL CEILING TILEACM ASBESTOS CONTAINING MATERIALACOUS PNL ACOUSTICAL PANELACS PNL ACCESS PANELADDL ADDITIONALADJ ADJUSTABLE, ADJACENTADH ADHESIVEAFF ABOVE FINISHED FLOORAGGR AGGREGATEAHU AIR HANDLING UNITAISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTIONAISI AMERICAN IRON AND STEEL
INSTITUTEALT ALTERNATEALUM ALUMINUMANOD ANODIZEDAPPROX APPROXIMATEARCH ARCHITECT(URAL)ARD AUXILLARY ROOF DRAINASD ALLOWABLE STRESS DESIGNASTM AMERICAN SOCIETY FOR TESTING
AND MATERIALSAWP ACOUSTICAL WALL PANELAWS AMERICAN WELDING SOCIETYBAT BATTENB/B BACK TO BACKB BD BASE BOARDBCNYS BUILDING CODE OF NEW YORK
STATEBITUM BITUMINOUSBD BOARDBLDG BUILDINGBLKG BLOCKINGBM BEAM, BENCHMARKBOT BOTTOMBR BEDROOMBRG BEARINGBRZ BRONZEBSMT BASEMENTBTWN BETWEENBUR BUILT UP ROOFINGBW BOTH WAYSCCTV CLOSED CIRCUIT TELEVISIONCAB CABINETCB CATCH BASIN, CORNER BEADCH BD CHALKBOARDCEM CEMENTCF CONTRACTOR FURNISHEDCFMF COLD-FORMED METAL FRAMINGCF/CI CONTRACTOR FURNISHED/
CONTRACTOR INSTALLEDCF/OI CONTRACTOR FURNISHED/
OWNER INSTALLEDCG CORNER GUARDCH COAT HOOKCI CAST IRONCIP CAST IN PLACE, CAST IRON PIPECJ CONTROL JOINTCL CENTERLINECLG CEILINGCLO CLOSET
ENCL ENCLOSUREENGR ENGINEEREOS EDGE OF SLABEP ELECTRIC PANELEQ EQUALEQUIP EQUIPMENTES EMERGENCY SHOWERETC ET CETERAETR EXISTING TO REMAINEW EACH WAYEWC ELECTRIC WATER COOLEREXIST EXISTINGEXC EXCAVATION, EXCAVATEEXP EXPAND, EXPANSIONEXT EXTERIOR, EXTERNAL,
EXTINGUISHERF/F FACE TO FACEFAAP FIRE ALARM ANNUNCIATOR
PANELFACP FIRE ALARM CONTROL PANELFD FLOOR DRAINFDTN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFIN FINISH(ED)FIXT FIXTUREFLASH FLASHINGFLEX FLEXIBLEFLOUR FLUORESCENTFLG FLOORING, FLANGEFO FINISHED OPENINGFP FIRE PROTECTION, FIREPROOFFRTW FIRE RETARDANT TREATED
HSS HOLLOW STRUCTURAL SECTIONHT HEIGHTHTG HEATINGHTR HEATERHVAC HEATING, VENTILATING AND AIR
CONDITIONINGHW HOT WATERHYD HYDRANTID INSIDE DIAMETERIN INCHESINCL INCLUDEDINCAND INCANDESCENTINFO INFORMATIONINSUL INSULATIONINTERM INTERMEDIATEINT INTERIORJAN JANITORJST JOISTJT JOINTKIP 1000 POUNDSKIT KITCHENKO KNOCKOUTKPL KICK PLATEL LITER, ANGLELAM LAMINATE(D)LAU LAUNDRYLAV LAVATORYLB POUNDLBL LABELLD LOADLF LINEAR FEET (FOOT)LH LEFT HAND, LATENT HEATLIN LINEARLKR LOCKERLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOC LOCATIONLRFD LOAD & RESISTANCE FACTOR
DESIGNLT LIGHTLTG LIGHTINGLWC LIGHT-WEIGHT CONCRETEMACH MACHINEMAINT MAINTENANCEMAS MASONRYMATL MATERIALMAX MAXIMUMMC MECHANICAL CONTRACTORMCB METAL CORNER BEADMDO MEDIUM DENSITY OVERLAYMDF MEDIUM DENSITY FIBERBOARDMECH MECHANICALMEP MECHANICAL, ELECTRICAL,
MRK BD MARKER BOARDMTD MOUNTEDMTL METALMULL MULLIONN NORTHNAT NATURALNCOMBL NONCOMBUSTIBLENIC NOT IN CONTRACTNO OR # NUMBERNOM NOMINALNORM NORMALNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALENWC NORMAL WEIGHT CONCRETEO/O OUT TO OUTOA OVERALL, OUTSIDE AIROC ON CENTEROD OUTSIDE DIAMETEROF/CI OWNER FURNISHED, CONTACTOR
INSTALLEDOF/OI OWNER FURNISHED, OWNER
INSTALLEDOFD OVERFLOW DRAINOFF OFFICEOH OPPOSITE HANDOH DR OVERHEAD (COILING) DOOROPNG OPENINGOPP OPPOSITEOPT OPTIONAL, OPTIMUMOZ OUNCEPA PUBLIC ADDRESSPBD PARTICLEBOARDPC PLUMBING CONTRACTOR,
T&B TOP AND BOTTOMT&G TONGUE AND GROOVETEL TELEPHONETHRES THRESHOLDTEMP TEMPORARYTER TERRAZZOTHK THICK(NESS)TK BD TACK BOARDTMPD TEMPEREDTOC TOP OF CONCRETETOM TOP OF MASONRYTOPO TOPOGRAPHY, TOPOGRAPHICTOS TOP OF STEELTOW TOP OF WALLTPD TOILET PAPER DISPENSERTSTAT THERMOSTATTV TELEVISIONTYP TYPICALU HEAT TRANSFER COEFFICIENTUC UNDERCUTUCL UNDER CABINET LIGHTINGUGND UNDERGROUNDUH UNIT HEATERUL UNDERWRITER'S
EXTERIOR BUILDING ENTRANCEDOORS, EXTERIOR EXIT DISCHARGEDOORS, AND EXTERIOR ROOFACCESS DOORS TO A STAIRWAY
ATTACHED TO THE DOOR, OR ATTACHED TO ASIDELIGHT OR FACE OF THE BUILDING, NOTMORE THAN 12 INCHES (305MM) HORIZONTALLYFROM THE LATCH SIDE OF THE DOOR JAMB,AND NOT LESS THAN 42 INCHES (1067MM) NOTMORE THAN 60 INCHES (1524MM) ABOVE THEADJOINING WALKING SURFACE
MULTIPLE CONTIGUOUS EXTERIORBUILDING ENTRANCE OR EXITDISCHARGE DOORS
ATTACHED TO EACH END OF THE ROW OFDOORS AND AT A MAXIMUM HORIZONTALDISTANCE OF 12 FEET (3.65M) BETWEENSSIGNS, AND NOT LESS THAN 42 INCHES(1067MM) NOT MORE THAN 60 INCHES (1524MM)ABOVE THE ADJOINING WALKING SURFACE
FIRE DEPARTMENT HOSECONNECTIONS
ATTACHED TO THE FACE OF THE BUILDING,NOT MORE THAN 12 INCHES (305MM)HORIZONTALLY FROM THE CENTER LINE OFTHE FIRE DEPARTMENT HOSE CONNECTION,AND NOT LESS THAN 42 INCHES (1067MM) NOTMORE THAN 60 INCHES (1524MM) ABOVE THEADJOINING WALKING SURFACE
6
1
GYPSUM BOARD / METAL STUD SERIES PARTITIONS
2" METAL Z-FURRING AT 24" O.C. WITH 2" RIGID INSULATION.(1) LAYER 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.
1 1/2" METAL Z-FURRING AT 24" O.C. WITH 1 1/2" RIGID INSULATION.(1) LAYER 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.
7/8" METAL FURRING CHANNELS AT 16" O.C.(1) LAYER 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.
(1) LAYER 5/8" GYPSUM BOARD LAMINATED TO SUBSTRATE INDICATED.
1/2" RESILIANT FURRING CHANNELS AT 16" O.C.(1) LAYER 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.
6" METAL STUDS AT 16" O.C.(2) LAYERS 5/8" GYPSUM BOARD ROOM SIDE.(1) LAYER 5/8" GYPSUM BOARD OPPOSITE SIDE.
3 5/8" METAL STUDS AT 16" O.C.(2) LAYERS 5/8" GYPSUM BOARD ROOM SIDE.(1) LAYER 5/8" GYPSUM BOARD OPPOSITE SIDE.
2 1/2" METAL STUDS AT 16" O.C.(2) LAYERS 5/8" GYPSUM BOARD ROOM SIDE.(1) LAYER 5/8" GYPSUM BOARD OPPOSITE SIDE.
6" METAL STUDS AT 16" O.C.(2) LAYERS 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.
6" METAL STUDS AT 16" O.C.(1) LAYER 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.
3 5/8" METAL STUDS AT 16" O.C.(2) LAYERS 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.
3 5/8" METAL STUDS AT 16" O.C.(1) LAYER 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.
2 1/2" METAL STUDS AT 16" O.C.(2) LAYERS 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.
2 1/2" METAL STUDS AT 16" O.C.(1) LAYER 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.
3 3/4" 2 1/2" METAL STUDS AT 16" O.C.(1) LAYER 5/8" GYPSUM BOARD EACH SIDE.
2-HOUR RATED SHAFT WALL.4" METAL C-H STUDS AT 24" O.C.(1) LAYER 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.(1) LAYER 1" TYPE "X" GYPSUM LINER PANELS AT SHAFT SIDE.FULL HEIGHT PARTITION TO UNDERSIDE OF DECK.2-HOUR RATED PER ASSEMBLY U.L. #U492/GA-WP-7053.
1-HOUR RATED SHAFT WALL.4" METAL C-H STUDS AT 24" O.C.(1) LAYER 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.(1) LAYER 1" TYPE "X" GYPSUM LINER PANELS AT SHAFT SIDE.FULL HEIGHT PARTITION TO UNDERSIDE OF DECK.1-HOUR RATED PER ASSEMBLY U.L. #U469/GA-WP-7008.
2-HOUR RATED SHAFT WALL.2 1/2" METAL C-H STUDS AT 24" O.C.(1) LAYER 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.(1) LAYER 1" TYPE "X" GYPSUM LINER PANELS AT SHAFT SIDE.FULL HEIGHT PARTITION TO UNDERSIDE OF DECK.2-HOUR RATED PER ASSEMBLY U.L. #U492/GA-WP-7053.
1-HOUR RATED SHAFT WALL.2 1/2" METAL C-H STUDS AT 24" O.C.(1) LAYER 5/8" GYPSUM BOARD AT ROOM SIDE ONLY.(1) LAYER 1" TYPE "X" GYPSUM LINER PANELS AT SHAFT SIDE.FULL HEIGHT PARTITION TO UNDERSIDE OF DECK.1-HOUR RATED PER ASSEMBLY U.L. #U469/GA-WP-7008.
10" CMU WITH HORIZONTAL REINFORCING AT 16" O.C. (VERT.)
8" CMU WITH HORIZONTAL REINFORCING AT 16" O.C. (VERT.)
12" CMU WITH HORIZONTAL REINFORCING AT 16" O.C. (VERT.)
6" CMU WITH HORIZONTAL REINFORCING AT 16" O.C. (VERT.)
4" CMU WITH HORIZONTAL REINFORCING AT 16" O.C. (VERT.)
X'-X" WHERE HEIGHT IS NOTED,CONSTRUCT WALL TO THATHEIGHT INCLUDING TOP OFWALL CAP
4 7/8" 3 5/8" METAL STUDS AT 16" O.C.(1) LAYER 5/8 " GYPSUM BOARD EACH SIDE.1 HOUR FIRE RESISTANT RATED WHEN INDICATED(WITH OR WITHOUT INSULATION) PER UL U465
A3
7 1/4" 6" METAL STUDS AT 16" O.C.(1) LAYER 5/8" GYPSUM BOARD EACH SIDE.
A6
5" 2 1/2" METAL STUDS AT 16" O.C.(2) LAYERS 5/8" GYPSUM BOARD EACH SIDE.2 HOUR FIRE RESISTANT RATED WHEN INDICATED(WITH OR WITHOUT INSULATION) PRE UL U411
B2
6 1/8" 3 5/8" METAL STUDS AT 16" O.C.(2) LAYERS 5/8" GYPSUM BOARD EACH SIDE.2 HOUR FIRE RESISTANT RATED WHEN INDICATED(WITH OR WITHOUT INSULATION) PER UL U411
B3
8 1/2" 6" METAL STUDS AT 16" O.C.(2) LAYERS 5/8" GYPSUM BOARD EACH SIDE.B6
2 1/4" 2 x 2 WOOD FURRING STRIPS AT 16" O.C.(1) LAYER 5/8" GYPSUM BOARD ROOM SIDE.
W2
3 5/8" 2 x 3 WOOD FURRING STRIPS AT 16" O.C.(1) LAYER 5/8" GYPSUM BOARD ROOM SIDE.
W3
4 3/4" 2 x 4 WOOD STUDS AT 16" O.C.(1) LAYER 5/8" GYPSUM BOARD ROOM SIDE.1 HOUR FIRE RESISTANT RATED WHEN INDICATED(WITH OR WITHOUT BATT INSULATION) PER UL U305.MAXIMUM STUD SPACING IS LIMITED TO 16" O.C.
W4
6" 2 x 4 WOOD STUDS AT 16" O.C.(2) LAYERS 5/8" GYPSUM BOARD EACH SIDE.2 HOUR FIRE RESISTANT RATED WHEN INDICATEDPER UL U301. WHEN INSULATION IS INDICATED,PROVIDE MINERAL FIBER SAFING BATTS PERUL U308.
W5
6 3/4" 2 x 6 WOOD STUDS AT 16" O.C.(1) LAYER 5/8" GYPSUM BOARD EACH SIDE.1 HOUR FIRE RESISTANT RATED WHEN INDICATED(WITH OR WITHOUT BATT INSULATION) PER UL U305.MAXIMUM STUD SPACING IS LIMITED TO 16" O.C.
W6
8" 2 x 6 WOOD STUDS AT 16" O.C.(2) LAYERS 5/8" GYPSUM BOARD EACH SIDE.2 HOUR FIRE RESISTANT RATED WHEN INDICATEDPER UL U301. WHEN INSULATION IS INDICATED,PROVIDE MINERAL FIBER SAFING BATTS PERGA WP #4230.
W7
UNBALANCED SERIES PARTITIONS
5/8"U1
1 1/8"U2
1 1/2"U3
SHAFT WALL SERIES PARTITIONS
3 1/8"S1
3 1/8"S2
4 5/8"S3
4 5/8"S4
2 1/8"U4
2 5/8"U5
3 3/8"U6
3 3/4"U7
4 1/4"U8
4 7/8"U9
6 5/8"U10
7 1/4"U11
4 3/8"U12
5 1/2"U13
7 7/8"U14
CMU SERIES PARTITIONS
3 5/8"C4
5 5/8"C6
7 5/8"C8
9 5/8"C10
11 5/8"C12
XXXXXXXXXXXXXXX
JOB SPECIFIC PARTITIONS
X 1/2"J1
XX*
*
A3
#
INDICATES PARTITION TYPE
INDICATES ADDITIONAL SOUND ATTENUATIONBLANKETS FOR ACOUSTICAL PURPOSES(REFER TO GENERAL PARTITION NOTES)
5 1/4" (1) LAYER 5/8" TYPE "C" GYPSUM BOARD2 x 4 WOOD STUDS @ 16" O.C. 1/2" RESILIENT FURRINGCHANNELS @ 24" O.C. (1) LAYER 5/8" TYPE "C" GYPSUMBOARD. 3" MINERAL FIBER SAFING BATT INSULATION1 HOUR FIRE RESISTANT RATED PER UL U311FSTC 50 PER GA WP #3240
W8
7 1/4" SAME AS W8 EXCEPT 2 x 6 WOOD STUDSIN LIEU OF 2 x 4 WOOD STUDS.
W9
WALL
INDICATES PARTITION TYPE
INDICATES FIRE RATED WALL & RATINGOF WALL CONSTRUCTION IN HOURSSEE KEY BELOW
A
# # #
KEY1
1FP
2
S
SP
2F
1 HOUR FIRE-RESISTANT FIRE BARRIER
1 HOUR FIRE-RESISTANT FIRE PARTITION
2 HOUR FIRE-RESISTANT FIRE BARRIER
1 HOUR FIRE-RESISTANT SMOKE BARRIER
SMOKE PARTITION
2 HOUR FIRE-RESISTANT FIREWALL
MISCELLANEOUS KEY NOTES
APPLICATION: DESCRIPTION:LONG CORRIDOR WALLSOF CMU WITH THIN-SETCERAMIC TILE FINISH
ALL CMU CORRIDOR PARTITIONS SCHEDULED TO RECIEVETHIN-SET CERAMIC (OR PORCELAIN) TILE SHALL BE LAIDFROM THE CORRIDOR SIDE FOR A MORE UNIFORMSUBSTRATE. PRIOR TO THE INSTALLATION OF CERAMIC TILE,THE CONTRACTOR SHALL PROVIDE AMPLE TEMPORARYLIGHTING WHICH MIMICS THE FINAL LIGHTING SYSTEMAFFECTS. A MOCK-UP PANEL SHOWING THE QUALITY OF THEWORK SHALL BE APPROVED BY THE ARCHITECT.
LOAD-BEARING INTERIORWALLS REQUIRED TO BEFIRE-RESISTIVE RATED BYTHE CONSTRUCTION TYPECLASSIFICATION OF THEBUILDING
INTERIOR LOAD-BEARING PARTITIONS SHALL BE BUILT WITHMATERIALS AND CONSTRUCTION IDENTICAL TO THOSEASSEMBLIES WITH A ___ HOUR FIRE-RESISTIVE RATING (I.E.BOARD TYPE & FASTENER SPACING). OPENING PROTECTION(FIRE DOORS & DAMPERS) AND THROUGH PENETRATIONFIRESTOP SYSTEMS ARE NOT REQUIRED UNLESSSPECIFICALLY INDICATED OTHERWISE.
ALL STUD PARTITIONS NOT INDICATED WITH APARTITION TYPE SHALL BE TYPE A3.
ALL MASONRY PARTITIONS NOT INDICATED WITH APARTITION TYPE SHALL BE TYPE C8.
PARTITIONS WITH SOUND ATTENUATION BLANKETS:
GYPSUM BOARD TO BE "TYPE X" UNLESS OTHERWISE NOTED
ALL PARTITIONS ARE TO BE TO THE UNDERSIDE OF DECK UNLESS OTHERWISE NOTED
DIMENSIONS SHOWN FOR EACH PARTITION DESCRIPTION INDICATE FACE-TO-FACETHICKNESS OF MATERIALS LISTED FOR THAT PARTITION
PROVIDE LISTED U.L. FIRE-RESISTANT JOINT ASSEMBLIES @ TOP OFALL WALLS INDICATED TO BE FIRE-RESISTANT RATED
THE TOP OF ALL PARTITIONS FRAMED AGAINST THE UNDERSIDE OFSTRUCTURES SHALL HAVE PROVISIONS FOR DEFLECTION & RESTRAINT
PROVIDE BULLNOSE BLOCK AT ALL EXPOSED OUTSIDE CORNERS OF CMU PARTITIONS
ALL METAL STUD PARTITIONS TO RECIEVE CERAMIC TILE SHALL BECONSTRUCTED USING 20 GUAGE METAL STUDS @ 16" O.C.
SEE STRUCTURAL DRAWINGS FOR RESTRAINT DETAILS AT THE TOP OF NON-LOAD BEARINGCMU WALLS
SEE STRUCTURAL DRAWINGS FOR VERTICAL REINFORCEMENT IN CMU WALLS
PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS & CEILINGS.CONTROL JOINTS SHALL BE INSTALLED IN CEILINGS EXCEEDING 30 LF.PROVIDE JOINT WHERE CEILING FRAMING OR FURRING CHANGESDIRECTION AND WHERE CONTROL JOINTS OCCUR IN EXTERIOR WALL
FOR STUD CONSTRUCTION NO EXTENDING TO THE STRUCTURE, PROVIDEDIAGONAL BRACING FROM TOP OF WALL TO STRUCTURE ABOVE. INSTALLAT 12'-0" MAX SPACING AND @ EACH DOOR JAMB
MOISTURE RESISTANT GYPSUM BOARD TO BE USED IN ALL TOILET, SHOWER ANDBATHROOMS. SUBSTITUTE CEMENT BACKING BOARD FOR GYPSUM BOARDDIRECTLY BEHIND ALL WALLS/SURFACES TO RECEIVE CERAMIC TILE
PROVIDE CONTROL JOINTS IN INTERIOR MASONRY WALLS AT A SPACINGNOT TO EXCEED 25 FT AND WHERE WALL THICKNESS OR HEIGHTS CHANGE.PROVIDE CONTROL JOINTS FOR FINISHES (TILE OR GYPSUM BOARD) THATBRIDGE THESE JOINTS. CONTRACTOR TO SUBMIT DRAWING FOR APPROVAL
FOR CMU WALLS INDICATED TO BE FIRE-RESISTANT RATED, PROVIDE UNITS MEETINGTHE FIRE RATING DURATION INDICATED BASE ON TEH EQUIVALENT THICKNESS OF THEMASONRY AND TYPE OF AGGREGATE USED
GENERAL PARTITION NOTES:A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
O.
P.
GENERAL NOTES:ALL GENERAL NOTES PERTAIN TO ALL ARCHITECTURAL (A-SERIES) DRAWINGS IN THIS SET
GENERAL CONTRACTOR TO PROVIDE ALL INTERIOR LINTELS AT ALLMASONRY OPENINGS EXCEEDING 16" WIDE INCLUDING, BUT NOTLIMITED TO: DOORS, WINDOWS, F.E.C.S., DUCTS, ETC. SEESTRUCTURAL DRAWINGS FOR LINTEL SCHEDULE. LINTEL LOCATIONSFOR PLUMBING, ELECTRICAL AND MECHANICAL WORK ARE NOT SHOWNON THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL COORDINATE WITHRESPECTIVE DRAWINGS.
WHERE VINYL COMPOSITION TILE BUTTS UP TO VARIOUS TYPES ANDTHICKNESSES OF CERAMIC TILE, FLASH PATCH AS NEEDED TOTAPER THE VCT TO MEET THE TOP OF THE TILE
PROVIDE CONCEALED STEEL STUD BLOCKING OR 2" x 18 GA CONTINUOUS STEEL STRAPPINGATTACHED TO FACE OF STUDS BEHIND ALL WALL MOUNTED ITEMS SUCH AS: WALL CABINETS,SHELVING, COAT RODS, GRAB BARS, HANDRAILS, TOILET ACCESSORIES, ETC.SEE INTERIOR ELEVATIONS & FURNITURE PLANS FOR ADDITIONAL INFORMATION AND SCOPE
EXTERIOR PERIMETER OF ALL WINDOWS, DOORS, CURTAINWALL, STOREFRONT, LOUVERS,OR OTHER ITEMS INSERTED IN OR PENETRATING AN EXTERIOR WALL SHALL BE SEALED WITHBACKER ROD AND SEALANT WHETHER INDICATED ON DRAWINGS OR NOT
FLOOR FINISH TRANSITIONS/CHANGES SHALL OCCUR BELOW THE DOOR
DIMENSIONS LOCATING INTERIOR PARTITIONS ARE TO THE FACE OF WALL (EXCLUDING FINISHMATERIALS SUCH AS - BUT NOT LIMITED TO: CERMIC TILE, AND WOOD PANELING) UNLESS NOTEDOTHERWISE. SEE PARTITION SCHEDULE FOR WALL THICKNESS
ALL EXISTING DIMENSIONS ARE APPROXIMATE AND FOR CONTRACTORS VERIFICATIONS. IFDESCREPANCIES ARISE, NOTIFY THE ARCHITECT (AND/OR CONSTRUCTION MANAGER) PRIORTO PROCEEDING WITH THE WORK THAT MAY BE EFFECTED BY THE DIMENSION CHANGE
EVERY ATTEMPT HAS BEEN MADE TO INDICATE PERTINENT EXISTING UTILITIES AND CONDITIONSAS ACCURATELY AS POSSIBLE FROM EXISTING SURVEYS, DRAWINGS AND OTHER DATA. PRIORTO THE BID OPENING, CONTRACTORS SHALL WALK THE JOB SITE AND SATISFY THEMSELVESTO EXISTING CONDITIONS. THE ARCHITECT SHALL BE CONSULTED WHEN ANY QUESTIONARISES RELATIVE TO MATERIALS NOT SPECIFICALLY SHOWN OR SPECIFIED
ALL EXISTING WORK (CEILINGS, FLOORS, WALLS, PARTITIONS, FINISHES, ETC.) DISTURBED BYNEW CONSTRUCTION, INCLUDING MECHANICAL, PLUMBING, AND ELECTRICAL, SHALL BEPATCHED AND REPAIRED TO RESTORE SURFACES TO THE ORIGINAL CONDITION AFTERINSTALLATION OF OTHER WORK
PENETRATIONS THROUGH FIRE-RESISTANT CONSTRUCTION SHALL BE BUILT IN ACCORDANCEWITH U.L. LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS. SEE CODE COMPLIANCE PLANFOR PARTITION LOCATIONS. PENETRATIONS THROUGH NON FIRE-RESISTANT RATEDHORIZONTAL ASSEMBLIES, NOT PROTECTED BY A SHAFT ENCLOSURE, SHALL HAVE ITSANNULAR SPACE FILLED WITH NON-COMBUSTABLE MATERIAL TO PREVENT THE PASSAGE OFFLAME, SMOKE FUMES, AND HOT GASES. NON-COMBUSTABLE PENETRATING ITEMS SHALL NOTPENETRATE MORE THAN 3 FLOOR ASSEMBLIES. COMBUSTABLE PENETRATING ITEMS SHALL NOTPENETRATE MOR THAN 1 FLOOR ASSEMBLY
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
PROVIDE SOUND ATTENUATION BLANKETS IN ALL CAVITY SPACES IN WALL FULLHEIGHT
THICKNESS OF BLANKETS IN STUD WALLS SHALL BE EQUAL TO THICKNESS OFCAVITY TO NEAREST 1/2", UNLESS INDICATED OTHERWISE
PARTITIONS TO BE SEALED @ THE PERIMETER, BEHIND CONTROL JOINTS,AROUND OPENINGS AND AT ALL PENETRATIONS WITH EACH LAYER OF BOARD TORECIEVE A BEAD OF SEALANT
SEE WALL TYPE DESCRIPTIONS FOR CONDITIONS REQUIRING MINERAL FIBERSAFING INSULATION BATTS
1.
2.
3.
4.
STUD SPACING PER PARTITION TYPES BELOW UON ON STRUCTURAL DRAWINGS.
5" ALUMINUM "K" GUTTER W/HIDDEN HANGER BRACKETSW/ SCREW ATTACHEMNT @24" OC - BACK OF GUTTER ATTOP MUST BE INSTALLEDBEHIND THE DRIP EDGE.PROVIDE STRIP FLASHINGTO BRIDGE THE GAPBETWEEN THE DRIP EDGEAND BACK OF GUTTER
CONC FOOTING - SEE STRUCTURALDRAWINGS FOR DIMENSIONS ANDREINFORCING
UNDISTURBED SOIL
7' -
2" H
EAD
HEI
GH
T7'
- 2"
HEA
D H
EIG
HT
GENERAL NOTE:ALL DIMENSIONS, MATERIALINDICATIONS, AND NOTES SHOWN ONONE WALL SECTION OR DETAIL SHALLAPPLY TO ALL WALL SECTIONS ANDDETAILS UNLESS OTHERWISE NOTED.