locus map project...project number date drawn by checked by scale architect 17 ivaloo street suite...
TRANSCRIPT
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2018THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
2/12
/201
8 6:
04:5
9 PM
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rvt
A-000Cover Sheet
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
Drawing List
Sheet Number Sheet NameSheet Issue
Date
1-CIVILC-1 Site Plan of Land 03/08/172-ARCHITECTURALA-000 Cover Sheet 02/12/2018A-001 General Notes & Abreviations 02/12/2018D-100 Demolition Plans and Elevations 02/12/2018A-010 Code Review & Egress Calculations 02/12/2018A-020 Architectural Site Plan 02/12/2018A-101 Basement, 1st & 2nd Floor Plans 02/12/2018A-102 3rd & Roof Floor Plans 02/12/2018A-300 Elevations 02/12/2018A-400 Building Section 02/12/2018A-440 Roof Details 02/12/2018A-710 Stair and Door Details 02/12/2018A-800 Partition Types 02/12/2018A-900 Door & Window Schedules 02/12/20183-STRUCTURALS-101 First & Second Floor Plans 02/12/2018S-102 Third & Roof Floor Plans 02/12/20184-FIRE PROTECTIONFA 1 Fire Alarm Permit Drawing 02/06/18FP 1 Spinkler System Permit Set 02/06/18
ARCHITECTKHALSA DESIGN INC.
ADDRESS:17 IVALOO STREET, SUITE 400
SOMERVILLE, MA 02143
PROJECT:17-19 WALK-HILL STREET
17-19 WALK HILL STREET JAMAICA PLAIN, MASSACHUSETTS
CLIENTCRM
ADDRESS:320 WASHINGTON ST, 3RD FL
BROOKLINE, MA 02445
CD SET 02/12/2018
LOCUS MAP
FIRE PROTECTIONJFP SOLUTIONS, INC.
ADDRESS:P.O. BOX 1234
LYNNFIELD, MA 01940
CIVILBOSTON SURVEY, INC.
ADDRESS:UNIT C-4 SHIPWAYS PLACECHARLESTOWN, MA 02129
STRUCTURALDAVIDSON ENGINEERING
ASSOCIATESADDRESS:
137 CLARK STREETWALTHAM, MA 02453
No. Description Date
SD SMOKE DAMPERPEDPCD PAPER CUP DISPENSER
PEDESTALLT LIGHTEP EXPLOSION PROOFDBA BUILDING ACCESSORY
DEPTH OR DEEPDEMOLITION
DRINKING FOUNTAIN
DISTRIBUTION
DUMMY JOINT
DEMOUNTABLE PARTITIONDATA PROCESSING
DOWNSPOUTDUMBWAITER
ELECTRIC CABINETEXHAUST FANEXTERIOR INSULATION AND FINISH SYSTEM
DEPRESSIONDEPARTMENT
DDEMO
BCBDBFE
BBD BULLETIN BOARDBRICK COURSESBOARDBOTTOM FOOTING ELEVATION
DETDEPT
DFDIADIAGDIFFDIMDISPDISTDIV
DWLS
DN
DRDSDWDWG
DPDP
DJT
E
EEXISTECEFEIFS
BITBKTBLDGBLKG
BMBO
BLW
BOFBOT
BLT
BRLBRG
BSMTBTWNBUR
BR
CC DISPCAB
CHCJTCCTV
CG
C
SYMBOLS
TELEVISION
BITUMINOUSBRACKETBUILDINGBLOCKINGBORROWED LIGHTBELOWBEAMBY OWNERBY OWNER FUTUREBOTTOMBRICKBEARINGBRICK LEDGEBASEMENTBETWEENBUILT-UP ROOFING
CHANNELCUP DISPENSERCABINETCORNER GUARDCOAT HOOKCONTROL JOINTCLOSED CIRCUIT
EXISTING
DETAIL/S
DOWELS
DIAMETERDIAGONALDIFFUSERDIMENSIONDISPENSER
DIVISION
DOWN
DOOR
DRAWING
EXISTING
BG BUMPER GUARD DEPR
LTGLVRLWC
LIGHTINGLOUVERLINEAR WOOD CEILING
M
MANMATLMAXMBD
M
MET
MCUMECHMEMB
MFRMHMHCMIN
MEZZ
MC
METAL
MODULAR COOLING UNITMECHANICALMEMBRANE
MEZZANINEMANUFACTURERMANHOLE
MINIMUM
MIDDLEMANUALMATERIALMAXIMUMMARKER BOARDMEDICINE CABINET
MISCMOMONOMPCMPU
MULLMTRMTD
MULLION
MISCELLANEOUSMASONRY OPENINGMONOLITHICMETAL PAN CEILINGMULTI-PURPOSE UNITMOUNTEDMOTOR
MIR MIRROR
MATERIAL HANDLING CONVEYOR
HIGHH
HEQUALEQEQUIPESEWC
EQUIPMENTEND SECTIONELECTRIC WATER COOLER
HAND DRYERHANDICAPHEADERHARDWAREHOLLOW METALHORIZONTALHIGHPOINTHANDRAILHEIGHTHEATER
HOT WATERHARDWOOD
I
HDHDCPHDRHDWHMHORIZHPTHRHTHTRHVAC
HWHWD
INCHINSIDE DIAMETER
INSULATIONINTERIORISOLATION
IDININSULINTISO
IC INTERCOM
EXISTINGEXPANSIONEXTERIOR
EXCEXHEXISTEXPEXT
FIRE ALARM
FIRE HOSE
FAFBFD
FEFGSFHFHP
FDNFDV
F
FINISHFIXTUREFLOORFLOW LINE
FLEXIBLEFLANGE
FLASHING
FINFIXTFLFL
FLEXFLGFLUORFP
FLASH
FHV
EXCAVATE/-ED/-IONEXHAUST HOOD
FIRE BLANKETFLOOR DRAINFOUNDATIONFIRE DEPARTMENT VALVEFIRE EXTINGUISHERFOAM GASKET SEAL
FULL HEIGHT PARTITIONFIRE HOSE VALVE
FLUORESCENTFIRE PROOFING
EXA EXHAUST AIR HOSE BIBHB
INDICATION OF MATERIALS
HEATING, VENTILATING,AIR CONDITIONING
ALL WALLS AND CEILINGS TO BE 5/8in FIRE CODE OR 1/2in GYPSUM BOARD, 5/8in MOISTURE RESISTANTTYPE X OR 5/8in CEMENT BOARD. FINISH AND TEXTURE TO BE SELECTED BY OWNER. MATERIAL ASMANUFACTURED BY U.S. GYPSUM OR EQUAL FINISH (CEMENT ACCESSORIES AND TAPE OR SKIM COAT). ALL JOINTS AND NAIL HEADS READY FOR PAINT, TILE, WOOD TRIM, VWC, OR PANELING.
STORAGE : THE CONTRACTOR SHALL PROVIDE ON SITE WEATHER PROTECTED STORAGE SPACE, I.E.:TRAILER. STORAGE OF CONSTRUCTION MATERIALS IN THE EXISTING BUILDING WILL NOT BE PERMITTED.
PROTECTION : THE CONTRACTOR SHALL PROTECT ALL PUBLIC AND ADJACENT AREAS FROM DAMAGEDURING CONSTRUCTION.
TEMPORARY SERVICES : THE CONTRACTOR WILL PAY FOR EXISTING SERVICES (WATER, TELEPHONE ANDELECTRICITY) AND WILL TURN OVER THESE SERVICES TO THE OWNER UPON FINAL ACCEPTANCE OF THISPROJECT.
THE CONTRACTOR SHALL VERIFY LOCATION AND ACTUAL DEPTH OF ALL EXISTING SANITARY PIPING,STORM DRAINS, GAS AND WATER MAINS, ELECTRIC LINES AND PIPES. HE IS ALSO ADVISED TOVERIFY ACTUAL INVERTS OF SANITARY AND STORM LINES BY HAND DUG TEST PITS WELL IN ADVANCEOF TRENCHING AND CONSTRUCTION. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONSSHALL BE REPORTED TO THE ARCHITECT. ALL NECESSARY PERMITS AND APPROVALS MUST BEOBTAINED FROM PROPER AUTHORITIES.
ARCHITECTURAL, MECHANICAL, ELECTRICAL, ELEVATOR, & SPRINKLER : EACH CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.
ALL WORK IS NEW UNLESS OTHERWISE NOTED.
DAMAGE : THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING BUILDING,WALLS, CEILINGS, FLOORS, FURNITURE AND FURNISHINGS. DAMAGED SURFACES DUE TOCONSTRUCTION TO BE PATCHED, REPAIRED AND/OR REPLACED AS REQUIRED AND BLEND TO MATCHEXISTING ADJACENT SURFACES AT NO ADDITIONAL COST TO OWNER.
CARPET AND/OR TILE : CARPET AND/OR TILE AS SELECTED AS PER DRAWINGS.
HANDICAPPED REQUIREMENTS : THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WITH THEARCHITECTURAL ACCESS BOARD (AAB) CODE FOR THE STATE OF MASSACHUSETTS AND THE ADA(AMERICANS WITH DISABILITIES ACT) TO ENSURE THAT THIS FACILITY WILL BE ACCESSIBLE.
SPRINKLER HEAD LOCATION : REFER TO N.F.P.A. STANDARDS. SPRINKLER HEADS TO BE LOCATEDPER CODE. SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED TO THE CONTRACTOR FOR APPROVALPRIOR TO INSTALLATION.
THE GENERAL CONTRACTOR SHALL COORDINATE THE LOCATION AND SIZE OF OPENINGS FOR VENTS,PIPES, INSERTS, BOXES, HANGERS, ETC.
ALL INTERIOR FINISHES AND FURNISHINGS FOR CEILINGS, WALL AND FLOORS SHALL BE CLASS 1inWITH A FLAME SPREAD RATING OF 0 TO .25.
SUBMIT SAMPLES OF ALL PAINTS AND STAINS FOR APPROVAL PRIOR TO APPLICATION.
BEFORE COMMENCING WORK, THE GENERAL CONTRACTOR WILL MEET WITH THE APPOINTED COMPANYREPRESENTATIVE TO OUTLINE PHASING OF CONSTRUCTION AND DISPOSITION OF EXISTINGCONSTRUCTION MATERIALS AND/OR EQUIPMENT.
ALL WOODS BLOCKING TO BE PRESSURE TREATED, FIRE RETARDANT.
THE GENERAL CONTRACTOR SHALL PREPARE A BOOKLET CONTAINING : LIST OF SUBCONTRACTORS USED ON THIS JOB WITH NAMES, ADDRESSES AND TELEPHONE NUMBERS. ALL WARRANTIES ANDINSTRUCTION MANUALS FOR EQUIPMENT AND MATERIALS INSTALLED WILL BE ISSUED TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF BUILDING, AND PRESENT BOOKLET TO OWNER PRIOR TOFINAL ACCEPTANCE OF OWNER.
SDISPSECTSECYSF
SOAP DISPENSERSECTIONSECRETARYSTORE FRONT
PLPLPLAM
PLATEPROPERTY LINEPLASTIC LAMINATE
UUCUFDUG
UNFINUNOUSUTIL
UH
URINALUNDERCUT
UTILITY
UNIT HEATERUNFINISHED
VESTIBULEVERTICALVENTILATION
V
VESTVERTVENTVC VALVE CABINET
UNDER FLOOR DUCTUNDERGROUND
UNLESS NOTED OTHERWISEUTILITY SHELF
VTR VENT THROUGH ROOFVR VAPOR RETARDER
SHSHDSHTSHTGSIMSLSLNTSLVSM
SNDSOGSPSPECSPRSQSQ YDSRSSSST
SNC
STAINLESS STEEL
SHOWERSHOWER HEADSHEETSHEATHINGSIMILARSEALERSEALANTSLEEVESURFACE MOUNTEDSANITARY NAPKIN CABINET
SLAB ON GRADESTANDPIPESPECIFICATIONSSINGLE PLY ROOFSQUARESQUARE YARDSERVICE RECEPTORSERVICE SINK
SANITARY NAPKIN DISPOSER
STCSTDSTLSTNSTNLSTORSTRUCT
ST STONE TILESOUND TRANSMISSIONSTANDARDSTEELSTONESTONE LEDGESTORAGESTRUCTURAL
STREETST
20.
19.
18.
17.
23.
25.
24.
22.
21.
PLSPLWPNLPR
PRIMPROJPRV
PRESS
PRELIMPRES
PTCPTRPVC
Q
PT
PLASTERPLYWOODPANELPAIRPRELIMINARYPLASTIC RESINPRESSUREPRIMARYPROJECTIONPOWER ROOF VENTILATORPAINTPAPER TOWEL CABINETPRINTERPOLYVINYL CHLORIDE
QUARRY TILEQT
1.
3.
2.
4.
6.
5.
7.
8.
GENERAL NOTES
GENERAL CONDITIONS : THE GENERAL CONDITIONS FOR THIS CONTRACT SHALL BE AIA DOCUMENTA201 (1987 EDITION) EXCEPT AS HEREIN AMENDED.
SCOPE : WORK TO INCLUDE DEMOLITION AND CONSTRUCTION AS INDICATED ON THE DRAWINGSNECESSARY FOR A COMPLETE INSTALLATION. EACH CONTRACTOR SHALL RESPECT THE WORK OFOTHER CONTRACTORS AND ARE RESPONSIBLE FOR AND LIABLE TO REPAIR OR REPLACE ANYDAMAGE CAUSED BY THEIR WORK.
CODES : ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL AND STATECODES AND REGULATIONS HAVING JURISDICTION. THE CONTRACTOR SHALL PROTECT ANDINDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM ANYSUCH CODE OR REGULATION.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, INSPECTIONS ANDAPPROVALS.
QUALITY : WORKMANSHIP SHALL BE OF THE HIGHEST TYPE, AND MATERIALS USED OR SPECIFIED OFTHE BEST QUALITY THAT THE MARKET AFFORDS. ALL INSTALLATIONS AND APPLICATIONS SHALLCONFORM TO THE MANUFACTURERS SPECIFICATIONS.
COORDINATION OF THE WORK : THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK CONTRACTFROM THE CONTRACTOR OR THE OWNER. THE CONTRACTORS INSTRUCTIONS SHALL BE FOLLOWED BYALL TRADES.
MECHANICAL TRADES : THE MECHANICAL AND ELECTRICAL TRADES SHALL INSTALL THEIR WORK ASRAPIDLY AS THE OTHER WORK PERMITS AND SHALL COMPLETE THIS WORK BY THE TIME THE OTHERTRADES HAVE FINISHED.
UPLBG PLUMBING SF SQUARE FOOT
30.
29.
28.
27.
26.
33.
32.
31.
9.
10.
13.
12.
11.
14.
15.
16.
SEPARATE CONTRACTS : THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS IN CONNECTIONWITH THE WORK. THE GENERAL CONTRACTOR SHALL AFFORD OTHER CONTRACTORS REASONABLEOPPORTUNITY FOR THE EXECUTION OF THEIR WORK AND SHALL PROPERLY CONNECT AND COORDINATEHIS WORK WITH THEIRS.
GUARANTEE : ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEARFROM THE DATE OF FINAL ACCEPTANCE UNLESS SPECIFIED OTHERWISE FOR A LONGER PERIODOF TIME ON CERTAIN ITEMS.
TRASH REMOVAL : PRIOR TO STARTING WORK, THE GENERAL CONTRACTOR SHALL PROVIDEA CONSTRUCTION DUMPSTER AND PICKUP SERVICE FOR ALL CONSTRUCTION DEBRIS(DUMPSTER LOCATION TO BE COORDINATED WITH THE OWNER). AT THE END OF EACH DAY,THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE AND OR WITHIN THE BUILDING. IF TRASH AND DEBRIS ARE NOT REMOVED, THE OWNERMAY (AT HIS OPTION) PAY FOR THE REMOVAL AND BACK CHARGE THE CONTRACTOR.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANYDISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC. SHOWN AND/OR NOTED ON ANY PLAN OR SECTION SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS OTHERWISE NOTED.
THE GENERAL CONTRACTOR SHALL SAFELY SHORE, BRACE, OR SUPPORT ALL WORK AS REQUIRED.THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTION,OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL RELIEVE THE CONTRACTOROF THIS RESPONSIBILITY.
IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW NOR INDICATE ANY OR ALL FASTENING ORFRAMING TECHNIQUES /DEVICES, NOR BE ABLE TO SHOW ALL CONDITIONS PRESENT.
ALL WORK IS NEW UNLESS OTHERWISE NOTED.
EXAMINATION OF THE SITE AND DOCUMENTS : THE CONTRACTOR, BEFORE SUBMITTING HIS PROPOSAL,SHALL VISIT THE SITE AND EXAMINE FOR HIMSELF ALL CONDITIONS AND LIMITATIONS WHICH EFFECTTHE CONTRACT. THE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CONTRACT DOCUMENTS. TITLESAND SUBDIVISIONS IN THESE DOCUMENTS ARE FOR CONVENIENCE, AND NO REAL OR ALLEGED ERRORSIN ARRANGEMENT OF MATTER SHALL BE REASON FOR OMISSION OR DUPLICATION BY ANY CONTRACTOR.
COILING DOORCOILING GRILLECENTER LINE
CONSTRUCTION MANAGERCONCRETE MASONRY UNIT
CASED OPENING
COMBINATION/-ED
CONFERENCECONNECT/-ED,/-IONCONSTRUCTIONCONTINUE/OUSCONTRACT/ORCOORDINATE
CERAMIC TILE
COUNTERSUNKCABINET UNIT HEATERCURTAIN WALLCOLD WATER
ARCHITECTURAL ABBREVIATIONS
C
CDCGCLCLCLG
CMCMUCOCOCOLCOMBCONCCONFCONNCONST
CLR
CONTRCOORDCORRCPTCTCTRCTSKCUHCW
CYLCW
CONT
&
ABACFL
A
ACTAD
ADJ
ADDADDL
AFF
ALT
ADMIN
AHU
ADJ
ACOUS
APANUN
APC
ARCHAUTOAWT
APROX
B
ALUM
CONCRETE
ACCESS FLOORACOUSTICALACOUSTICAL CEILING TILEAREA DRAINADDENDUMADDITIONALADJUST/ABLEADJACENTADMINISTRATIONABOVE FINISH FLOORAIR HANDLING UNITALTERNATEALUMINUMANNUNCIATORACCESS PANELARCHITECTURAL PRECAST
APPROXIMATEARCHITECTURALAUTOMATICACOUSTICAL WALL TREATMENT
AND
ANCHOR BOLT CLASSCEILINGCLEAR
CLEANOUT
COLUMN
CONCRETE
CORRIDORCARPET
CENTER
CYLINDER
JANITOR
JOISTJOINT
JUNCTION BOX
KNOCK OUT
J
JAN
JTJSTJB
K
KO
LLLAV
LFLCD
LINLKR
LB
LMCLOCLPTLS
LLHLLV
ANGLELAVATORYLAVATORYPOUNDLINEAR CEILING DIFFUSERLINE FIGUREDLINEARLOCKERLONG LEG HORIZONTALLONG LEG VERTICALLINEAR METAL CEILINGLOCATION OR LOCATELOW POINTLAWN SPRINKLING
L
FRAMINGFULL SIZEFLOOR SINKFIRESTOPPINGFOOT/FEETFOOTING
FURRINGFUTURE
GAUGE
F
G
FRMGFSFS
FTGFTRFURRFUT
FSTOPFT
GA
GALVINIZEDGRAB BARGRADE BEAM
GENERATORGENERALGLASS
GRADEGYPSUM BOARD
GALVGBGBGCGENGENGLGMUGRGWBGWB/SK
GYP SHGT
GAL GALLONS
ELEVATOR
ELEVATION
E
EJT
ELECELEVEMERGENCL
EL
EQUAL
EOEPEQEQUIP
EWCEXAEXCEXH
ES
ENTR ENTRANCE
EXPANSIONEXTERIOREXISTING
ELEVATION
EXPEXTEEC
EJTEL
EFEIFS
ELEVATOR
ENTRANCE
EMERGENCLENTREO
ELECELEV
EXIST EXISTING
ELECTRICAL OUTLETEXPLOSION PROOF
EQUIPMENTEND SECTIONELECTRIC WATER COOLEREXHAUST AIREXCAVATE/-ED/-IONEXHAUST HOOD
ELECTRIC CABINETEXHAUST FAN
EXPANSION JOINT
ELECTRICAL
EMERGENCYENCLOSURE
EXTERIOR INSULATION AND FINISH SYSTEM
ELECTRICAL OUTLET
EXPANSION JOINT
ELECTRICAL
EMERGENCYENCLOSURE
FIN TUBE RADIATION
GENERAL CONTRACTOR
GLASS MASONRY UNIT
GYPSUM BLUE BOARD W/PLASTER SKIM COAT
GYPSUM SHEATHING
W
W
W
S
SUPVSUSPSWSW
STSSUPERVISORSUSPENDED
SWITCH
TOPTANGENTTACKBOARD
SYM
TTANTBD
T
SWD SOFTWOOD
STEEL STRUCTURE
STEEL WINDOWS
SYMMETRICAL
TELEPHONE
TERRAZZO
THRESHOLD
TCABTDISPTDRTEL
TERTGTHRESTPG
TEMP
TREAD
TELEVISIONTYPICAL
TRTRANSFTSTVTYP
TPH
TOWEL CABINETTISSUE DISPENSERTRENCH DRAIN
TEMPERATURE
TONGUE & GROOVE
TOILET PAPER HOLDER
TRANSFORMERTUBE SECTION
TEMPERED PLATE GLASS
TC TIME CLOCK
R
RRRARADRBRD
RECREFREFRREGREINFREMREQDRETREV
RE
RADIUSRISERRETURN AIRRADIATIONRESILIENT BASEROOF DRAINRELOCATE EXISTINGRECESSEDREFERENCEREFRIGERATORREGISTERREINFORCE/-ED/-INGREMOVEREQUIREDRETAININGREVERSE
RFRHRMRORSRWC
SINKSSCHEDSD
S
RESILIENT FLOORROOF HATCHROOMROUGH OPENINGROUGH SLABRAIN WATER CONDUCTOR
SCHEDULESHOWER DRAIN
REV REVISE
NA
NONOMNRC
NIC
N
NTS
OCODOFF
O
NT COEFFICIENT
NOT IN CONTRACTNUMBERNOMINALNOISE REDUCTION
NOTENOT TO SCALE
ON CENTEROUTSIDE DIAMETEROFFICE
NOT APPLICABLE
OP
OPP
OPEROPNG
ORD
PARTPBPC
P
OPERABLE PARTITIONOPERATOROPENINGOPPOSITEOVERFLOW ROOF DRAIN
PARTITIONPUSH BUTTONPRECAST CONCRETE
OH OVERHEAD
WWFWWWTWTWSCTWSWRWPWHTRWHCHWHWGWDWWDWCWCW/OW/ WITH
WIDTH/WIDE
WALL COVERINGWATER CLOSETWITHOUT
WIDE FLANGE
WAINSCOTWEATHERSTRIP
WATERPROOFWATER HEATERWHEELCHAIRWALL HYDRANTWALL GUARDWINDOWWOOD
WINDOW TREATMENT
WASTE RECEPTACLE
WOOD WINDOWWELDED WIRE FABRIC
WEIGHT
EARTH/COMPACT FILL
CONCRETE
BRICK
RUBBLE
STEEL/IRON
WOOD SHIM
PLYWOOD
GLASS
BATT/LOOSE FILL
FIRESAFING
GYPSUMWALL BOARD
EARTH
CONCRETE
MASONRY
STONE
METAL
WOOD
GLASS
INSULATION
FINISHES
POROUS FILL/GRAVEL
SANDMORTAR
CONCRETEMASONRY UNIT
MARBLE
ALUMINUM
CONTINUOUSBLOCKING
FINISH
GLASS BLOCK
RIGID
ACOUSTICALTILE
LEVEL LINE, CONTROL
OR DATUM ELEVATION
REVISION NUMBER
PARTITION TYPE
CASEWORK TYPE
INTERIOR WINDOW TYPE
WINDOW TYPE
COLUMN REFERENCE GRID
BUILDING SECTION
REFERENCE DRAWING
NUMBER
WALL SECTION
REFERENCE DRAWING
NUMBER
SECTION DETAIL
REFERENCE DRAWING
NUMBER
DETAIL REFERENCE
DRAWING NUMBER
EXTERIOR ELEVATION
NUMBER
INTERIOR ELEVATION KEY
ROOM/SPACE NUMBER
DOOR NUMBER
SEALANT AND
BACKER ROD JOINT
DASH AND DOT
CENTER LINE
DASH AND DOUBLE DOT
LINES
PROPERTY LINES, BOUNDARY
LINES
DOTTED LINE
HIDDEN OR CONSTRUCTION
ABOVE, BEYOND
BREAK LINE
TO BREAK OFF PARTS OF A
DRAWING
DIMENSION LINE
A
1 1/2"
AX.X
1
2
3
4
W
A
XAX.X
S
111B
141
6
C
W
XAX.X
XAX.X
XAX.X
XAX.X
XAX.X
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2018THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
2/12
/201
8 6:
05:0
2 PM
1 : 1
\\TKG
-Ser
ver\D
ata\
17\1
7008
_CR
M_1
7-19
Wal
k H
ill St
JP\
03 D
raw
ings
\01_
ARC
H_C
D\1
7-19
Wal
k H
ill St
_Pro
pose
d C
D 2
0171
229.
rvt
A-001
General Notes &Abreviations
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
No. Description Date
UP
UP
DN
UP
DN
UPDN
DN
UP
DNUP
DN
DN
COMMON
56'-3" (SEE 1STFLOOR FOR TOTALDISTANCE)
EXIT
UNIT 1
63'-10"FURTHEST TRAVEL1STFLOOR
EXIT
71'-0" (56'-3" + 13'-9")FURTHEST TRAVELFROM BASEMENT
13'-9"
EXIT
EXIT
EXIT
UNIT 2
53'-11"FURTHEST TRAVEL2ND FLOOR
44'-6" + 12'-3"= 56'-9"FURTHEST TRAVEL DISTANCEFROM THE 3RD FLOOR
UNIT 3
12'-3"
EXIT
UNIT 344'-6" (SEE 2ND FLOORFOR TOTAL DISTANCE)
EXIT
BUILDING "R2" RESIDENTIAL AREA = 4,019 S.F. TOTAL BUILDING "A" AREA = 5,147 S.F.
ALLOWED
MASSACHUSETTS STATE BUILDING CODE - 9TH EDITION
1
SECOND
THIRD
2
3 "R2" RESIDENTIAL,MULTIFAMILY
COMBUSTIBLEUNPROTECTED
FLOOR
FIRST
USE GROUP - R-2
NO
TABLE 504.3, 504.4 & 506.2:
TYPE OF CONSTRUCTION
BUILDING CODE REVIEW
USE GROUP
COMBUSTIBLEUNPROTECTED
HEIGHT
STORIES/AREA
S.F.
ALLOWED
AREA
S.F.
STORIES
INCREASE
SEE NOTE #1,2,3,4,5,6 BELOWFOR INCREASE INFORMATION
REMARKS
SEE NOTE #1,2,3,4,5,6 BELOWFOR INCREASE INFORMATION
STORIES/
HEIGHT
PROVIDED
AREA
S.F.
TOTAL
1
1
BUILDING A
1 S/8'
NOT USED
NOT USED
"R2"MULTIFAMILYRESIDENTIAL, COMBUSTIBLE
UNPROTECTEDSEE NOTE #1,2,3,4,5,6 BELOWFOR INCREASE INFORMATION
1 S/10'1NOT USED
1 S/10'"R2" MULTIFAMILYRESIDENTIAL,
1,363
1,460
1,196
"VA"
"VA"
"VA"
7,000
7,000
7,000
2
2
2
7,000
7,000
7,000
FIRE RESISTANCE OF STRUCTURAL ELEMENTS:
TYPE OF CONSTRUCTION
TABLE 601:
STRUCTURAL ELEMENTS
INCLUDING COLUMNS, GIRDERS, TRUSSES
6. ROOF CONSTRUCTION:
5. FLOOR CONSTRUCTION
3. NONBEARING WALLS AND PARTITIONS:
2. BEARING WALLS
1. EXTERIOR FRAME:
FIRE RATING FILE #
EXTERIORINTERIOR
EXTERIOR
4. NONBEARING WALLS AND PARTITIONS: INTERIOR
INCLUDING SUPPORTING BEAMS AND JOISTS
INCLUDING SUPPORTING BEAMS AND JOISTS
( table 602)
0 HR
0 HR
0 HR
0 HR
VB
0 HR
0 HR
0 HR
Fire Separation Distance = X (feet)
x < 5 (c)
5 ≤ x <10)
10 ≤ x <30
x ≥ 30
Fire Resistance Rating Requirements for Exterior WallsTABLE 602:
NOT USED Occupancy R, S-2 & U Type VA,B
1
1
0
0
EGRESS CALCULATIONS:
EXTERIOR EGRESS DOOR
2.5"
WIDTH IN INCHES 0.2/OCCUPANT
STAIRS 0.3/PERSON WIDTH IN INCHES
TOTAL # 1,2,3
FLOOR
TABLE 1004.1.2:
THIRD/ R2
SECOND/ R2
RESIDENTIAL 1/200 SF GROSS
3
2
# USE GROUP AREA/200
#
24
CORRIDORCORRIDOR
1
OCCUPANT/FLOOR
EGRESS WIDTH (OTHER THAN STAIRS)
DOOR
STAIR #1
STAIR#
1
STAIR WIDTHSECTION 1005.3.1 & 1005.3.2
WIDTH PROVDED
WIDTH PROVDED
ALLOWED
5"
0.2 * OCCUPANTS
32"
32" 32"
44" 34"
WIDTH IN INCH
ALLOWED
WIDTH IN INCH
EGRESS CAPACITY
EGRESS CAPACITY
0.3 * OCCUPANTS
8" 36" 36"
56"
Dwelling units must be separated from each other (horizontally and vertically) and the rest of the building by construction that provides at least aone half (1/2) hour FRR (780 CMR Sections 709.3 & 712.3). Corridors in Use Group R-2 are required to provide a 30 minute FRR per Table 1018.1.
71,460/ 200
Fire-blocking and draft-stopping shall be installed in combustible concealed locations in accordance with 780 CMR 717.0
Dwelling Unit Separations
Concealed Spaces
61,196/ 2005"
FIRST/ R21 71,363/ 200
TYPE OF CONSTRUCTION
VB
VB
VB
VB
0 BASEMENT COMBUSTIBLEUNPROTECTED
SEE NOTE #1,2,3,4,5,6 BELOWFOR INCREASE INFORMATION1NOT USED 0 S/8'"S2" C STORAGE
LOW HAZARD1,128"VA" 13,500 2 7,000
3 S/36'-0"5,147TOTAL
BASEMENT /S20 41,128/ 300
RESIDENTIAL,
STAIR #22 8"
2.5"CORRIDOR2 32" 44" 34" 56"5"
36" 36"
EXIT PATH
FIRE PROTECTION LEGEND
1HR FIRE RATEDWALL/ PARTITION
1HR FIRE RATEDFLOOR CEILINGASSEMBLY (BELOW)
EXIT EXIT
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2018THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
2/12
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As indicated
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rvt
A-010
Code Review &Egress
Calculations
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
1/8" = 1'-0"2 Basement Level Egress Plan 1/8" = 1'-0"3 1st Floor Egress Plan
1/8" = 1'-0"4 2nd Floor Egress Plan
1/8" = 1'-0"5 3rd Floor Egress Plan
No. Description Date
DN
73.4274.1974.4174.7875.4375.77
76.36
76.27
75.61 75.57
74.49
75.59
74.98
73.98
74.81
74.13
76.44
76.19
76.13
76.29
74.7375.78
75.32
74.20
73.42
11.7'
11.2'
10.1'
10.2'
RK AVE.
G &-FUNG153
No 168 HYDE PARK AVE
90.00'
60.71M 69.47R 69.30
50.00
LOT 34,340 s.f +/-
DRIVEWAY
CHAINLINK FENCE
CHAINLINK FENCE
WOOD FENCE
UP
DN
UP
DN
ZONING CHARTZONE - 3F-5,000 (DETACHED) REQUIRED EXISTING PROPOSED
LOT AREA, MIN. S.F. FOR DWELL.UNIT(S) SPECIFIED
3,000 SF/ 1 DU + 2,000 SFEACH ADDITIONAL DU=7,000 SF FOR 3 DU
FAR 0.6/ 2,604 S.F.
MAX HEIGHT 35'-0" / 3 ST
FRONT SETBACK 15' OR STREET AVERAGE
LEFT SIDE SETBACK 7' FROM SIDE LOT LINE & 10'FROM EXISTING STRUCTUREON ABUTTING LOT, NO LESSTHEN 17' COMBINEDRIGHT SIDE SETBACK
REAR SETBACK 20'
USEABLE OPEN SPACE 750 SF FOR 1 DU+ 500 SF FOREACH ADDITIONAL DU= 1,750 SF
LOT WIDTH (MIN.)
1.1 / 4,761 S.F.1.17 / 5,092 SF
40'
REMARKS
DOES NOT COMPLY
COMPLIES
DOES NOT COMPLY
DOES NOT COMPLY
COMPLIES
COMPLIES
DOES NOT COMPLY
COMPLIES
LOT FRONTAGE (MIN.) 40' COMPLIES
REAR YARD MAX. OCC. BYACCESSORY BUILDING
25% / 1,085 SF 0 %
PARKING 1/ DU = 3 Spaces Required(50% COMPACT ALLOWED)
1
37' - 5"
11.2'
11.7'
10.1'
10.2'
0%
1
50' - 0"
DOES NOT COMPLY
4,340 SF TOTAL3 DU= 1,446 SF/ DU
50' - 0"
COMPLIES
37' - 5"
11.2'
11.7'
10.1'
10.2'
50' - 0"
50' - 0"
DOES NOT COMPLY
1,905 SF635 SF/ DU
FOOTNOTE 66. Seven (7) feet from a side lot line and ten (10) feet from an existing structure on an abutting lot, provided that: (a) the aggregate width of two side yardsshall be not less than seventeen (17) feet, and (b) the width of any side yard in which there is a driveway providing access to off-street parking spaces oroff-street loading facilities required by this Article shall be not less than ten (10) feet.
3. The minimum usable open space requirement is applicable only to Residential Uses and Dormitory/Fraternity Uses.For any lot that exceeds the minimum lot area specified in this Table E, the required number of square feet of usable open space per dwelling unit shall becalculated by adding: (a) the minimum usable open space per dwelling unit specified in this Table E, and (b) twenty-five percent (25%) of the lot area inexcess of the required minimum lot area specified in this Table E for the lot.
All ground level open space used to satisfy the minimum usable open space requirements specified in this Table E must have an unobstructed length of notless than ten (10) feet and an unobstructed width of not less than ten (10) feet, except that, for yards used to meet the open space requirements of thisTable E, shorter or narrower dimensions are allowed where specifically permitted by the provisions of Section 55-41 (Application of DimensionalRequirements).
In the 3F Subdistricts and the MFR Subdistricts, up to twenty-five percent (25%) of the usable open space requirement may be met by unenclosed porches(with or without roofs) or by suitably designed and accessible space on balconies of Main Buildings or on the roofs of wings of Main Buildings or on the roofsof Accessory Buildings, provided that any such space on a porch, balcony, or roof has an unobstructed length of not less than six (6) feet and anunobstructed width of not less than six (6) feet.
4,340 SF TOTAL3 DU= 1,446 SF/ DU
1,905 SF635 SF/ DU
No. 17-193 Story 3 Family
1,487 SF
EXISTING PORCH TOREMAIN, REPAIR ASNECESSARY
OPEN SPACE1,905 SF+/-
50.00'
M 6
9.47
'R
69.
30'
90.0
0'
SIDE YARD
10' - 0"
SIDE YARD
7' - 0"
REA
R Y
ARD
20' -
0"
15'-0"FRONT YARD
4' -
7 3/
4"
11' - 8 1/2"
EXISTINGPARKING SPACE
FROM EXISTING BUILDING
10' - 0" MIN.
EXISTING PORCH TO REMAIN,REPAIR AS NECESSARY
NEW STAIR,POSTS, &RAILINGS
NSETBACK
LEGEND
EXISTING BUILDING
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2018THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
2/12
/201
8 6:
05:0
3 PM
As indicated
\\TKG
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A-020
Architectural SitePlan
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
1/4" = 1'-0"1 Proposed Architectural Site Plan
No. Description Date
UP
DN
W/D
UP
DN
UP
DN
W/D
DN
UP
DNUP
UNIT 1
ALIGN
7' - 3 1/2"
16' -
5 1
/4"
7' -
4 1/
2"
7
ALIGN
2' -
0"2'
- 0"
7
7
7
MECH /SPRINKLER
CORRIDOR
STORAGE
STORAGE
UNIT 2
UNIT 3
CM SD
NEW COLUMN ANDFOOTING, REFERTO STRUCTURALDRAWINGS
NEW COLUMN ANDFOOTING, REFERTO STRUCTURALDRAWINGS
NEW COLUMN ANDFOOTING, REFERTO STRUCTURALDRAWINGS
K
K
K
K
L
L
L
1A-400
11' - 0 3/4"
14' -
4 3
/4"
7' - 3 1/2"
NEW COLUMN ANDFOOTING, REFERTO STRUCTURALDRAWINGS
2A-410
1
3
EXISTING DOOR TOREMAIN
NEW 12" DIA. SONOTUBEFOOTINGS, REFER TOSTRUCTURAL
STORAGE/MECHANICAL
3' -
0"4'
- 5"
3' -
10"
3' - 8"
7
4' -
6"
7
3
3
2
3
2
2
2
3' -
6"
3
EQ EQ
EQ EQ
3' - 0"
4T @ 11"
3' - 8" 3' - 0"
3' -
0"
7T @
11"
6' -
5"3'
- 0"
5' -
0"
UNIT 1
NEW WINDOW
15' - 3"
3' - 8 1/2"
3' -
10"
1,197 SF
EXISTING DECK,REPAIR AS NECESSARY
14' - 4 1/4"10' - 11 1/2"
9' -
7"
10' - 11 1/2"
9' -
4 1/
2"
11' -
1"
3' - 4"
4' -
1"
2' - 0"
NEW STAIRUP & DN
6' - 1 1/4"
9' - 5 1/2"
3' - 6"
3' -
3 1/
4"
NEW WOOD STAIR &RAILINGS
NEW STAIRS
CL
KITCHEN
LIVING/DINING
COAT
W/D
M. BATH
ENTRY
CL
BEDROOM
BATH HALLWAY
BEDROOM
UNIT 2
ENTRY
2' - 0"
3' -
4"3'
- 1
1/4"
1' - 10"
2' - 0"
EQEQ
EQ EQ
5' - 11 1/4"
2' -
0"
3' - 6"
6' -
3 3/
4"
9
4
1
1
1
4
5
1
6
3
2
6
6
9' - 1 3/4"
CM SD
CM SD
SD
SD
3
3
2
2' -
2 1/
2"
COORDINATE NUMBEROF RISERS WITHPROPOSED GRADING
0' -
9 1/
2"
9' -
1"
6' - 5 3/4"6' - 5 3/4"
0' -
9"6'
- 7
1/2"
1A-400
E
A
D
A
F
F
F
M
A
F
F
E
G
2' - 7"
2' - 5 1/2"
2' - 9 1/4"
3' - 5"
2' - 0"
2' -
8"
1' - 10"
3' -
4 1/
2"
1A-410
2
3
0' - 5 1/2"5' - 5 3/4"
1B
NEW POST, REFER TOSTRUCTURAL DRAWINGS0' - 7"
3' - 0"
13T @ 11"
11' - 11" 4' - 10"
6T @ 11"
5' - 6"
0' -
7"
3' -
3"1T
0' -
11"
3' -
3"
3' - 0"1T
0' - 11"
20' - 4"
8' -
0"
3' -
0"1'
- 5"
3' -
0"
3' -
2"
2
3' - 0"
W.I.C.
3 3' -
0"2
3' -
0"
6T @
11"
6' -
5"
3' - 0"
1T0' - 11"
3' - 0"
3
3' - 0"
3' -
0"6'
- 5"
3' -
0"
3
Master Bedroom
11' - 11 1/2"
10' -
3"
8' - 0"
5' -
0"
DW
EXISTING DECK,MODIFY & REPAIR TO ADD NEW STAIR
21' -
3 1
/2"
11' -
4"
11' -
0"
14' -
4 1
/2"
1,367 SF
UNIT 2
NEW STAIRUP & DN
14' - 4 1/4"
2' -
0"
13' - 4 1/4"
13' - 4 1/4"
10' -
1 3
/4"
4' -
0"
5' - 0"4' - 7 3/4"
NEW WOOD STAIRS & RAILINGS
W.I.C M. BATH
CL
AHU
M. BEDROOM
COAT CL
HALLWAY BATH
BEDROOMBEDROOM
KITCHEN
LIVING/DINING
CL
CL
3' - 5"
4' - 5"
4' -
3"
3' -
2 1/
2"
EQ EQ
1' -
10"
1' -
10"
2' - 0"
2' - 0"
2' -
9 3/
4"
2' -
6 1/
2"
1' - 10"
1' -
5"
2' - 6"
2' -
10 1
/4"
2' -
6"
9
10
11
3
3
1
3
5
5
3
77
5
HALL
1' - 5 1/2" 1' - 5 3/4" 2' -
4"
1' -
5 1/
4"
CM SD
SD
SD
SD
SD
3
3
3
22
2
2
2
1A-400
A
F F F F
F
F
F
H
I
C
A
A
1' - 10"
9' - 2 1/4"
6' -
0 1/
2"
1A-410
2A-410
2
WH
CM SD
NEW POSTS, REFER TOSTRUCTURAL DRAWINGS
0' -
7"3'
- 3"
1T
0' -
11"
3' -
3"
3' -
0"1'
- 5"
3' -
0"
0' - 7" 3' - 0"
13T @ 11"
11' - 11" 4' - 10"
6' - 8"
NEW P.T. WOOD POST, REFER TOSTRUCTURAL DRAWINGS
4' - 0 1/4"
0' - 5 1/2"
1B3
3' -
0"
8T @
10"
6' -
5"
6T @
11"
6' -
5"
3' - 0"
7T @ 11"
5' - 10"
3
33
3
3
EQEQ
LEGEND
EXISTING WALL TO REMAIN
NEW WALL
X WALL TYPE
FLOOR MOUNTED SUPPLY GRILLE
FD FLOOR DRAIN
GENERAL FLOOR PLAN NOTES
1. FINAL KITCHEN LAYOUT TO BE DETERMINED BY OWNER.
2. UNLESS OTHERWISE NOTED ALL NEW EXTERIOR WALLS ARE TYPE "X1"
3. ALL INTERIOR FINISHES TO BE DETERMINED BY OWNER.
4. UNLESS OTHERWISE NOTED ALL INTERIOR WALL SHALL BE TYPE "1"
5. SEE A-800 FOR PARTITION TYPES.
6. MOISTURE RESISTANT GWB. BOARD TO BE USED IN ALL BATHROOMS ANDKITCHENS
7. SEE EXTERIOR ELEVATIONS FOR WINDOW TYPES & CLADDING MATERIALS
8. SEE A-710 FOR DOOR DETAILS & A-900 FOR WINDOW DETAILS
9. ALL INTERIOR DIMENSIONS ARE FROM FACE OF GWB TO FACE GWB
10. ALL EXTERIOR DIMENSIONS ARE FROM EXTERIOR FACE OF PLYWOODSHEATHING, TYP., U.N.O.
SMOKE DETECTOR
CO DETECTOR
POST UP, REFER TO STRUCTURAL DRAWINGS
POST UP, REFER TO STRUCTURAL DRAWINGS
11. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES
12. ELECTRICAL OUTLETS ON OPPOSITE SIDE OF WALL SHOULD BE INSTALLED ATLEAST 2'-0" FROM EACH OTHER.
13. CONTRACTOR TO VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TODEMOLITION & CONSTRUCTION.
14. SEE HVAC DRAWINGS FOR ADDITIONAL INFORMATION.
15. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
16. BUILDING TO BE FULLY SPRINKLERED.
17. REFER TO ELEVATIONS 5 THROUGH 12 ON SHEET A-200 FOR TYPICAL BATHROOMINFORMATION. INSTANCES OF BATHROOMS ON SECOND AND THIRD FLOOR UNITSMAY BE MIRRORED OR ROTATED IMAGES OF REFERENCED ELEVATIONS.
18. REFER TO SHEETS A-430 AND A-431 FOR ROOF DETAILS.
19. ALL WINDOWS IN EXISTING BUILDING ARE NEW, REPLACE IN EXISTINGOPENINGS, U.O.N.
CM
SD
INFILL AREA TO MATCH SURROUNDING,REFER TO STRUCTURAL DRAWINGS
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2018THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
2/12
/201
8 6:
05:0
7 PM
1/4" = 1'-0"
\\TKG
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ings
\01_
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rvt
A-101
Basement, 1st &2nd Floor Plans
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
1/4" = 1'-0"1 Basement Floor Plan 1/4" = 1'-0"2 1st Floor Plan
1/4" = 1'-0"3 2nd Floor Plan
No. Description Date
W/D
DN
DN
15' - 3"
5' -
11 3
/4"
12' -
8 1
/2"
3' - 0"
7T @ 10"
5' - 10"
1,189 SF
UNIT 3
8' -
0"
7' - 0"
10' -
0"
DW
25' -
4 3
/4" REF HALF WALL, 3'-6" HEIGHT
2' -
9 1/
4"2'
- 9"
11' - 7"
13' -
10
1/2"
3' - 4" 10' - 2"
NEW DECK
10' - 0" 3' - 4" 5' - 0"
3' -
3"
2' - 10"
2' - 10"
4' - 1 3/4" 2' - 6"
NEW WOODSTAIRS & RAILINGS
NEW GLASSDOOR ANDWINDOW
4' - 4 3/4" 7' - 9"
9
3 66
1
28
2
1 2
3
1
4
11' -
6"
2' -
0"
2' - 0"
1' -
7 3/
4"
1' -
4 3/
4"
1' -
7"
7' -
4"
2' - 8"
1' -
9"1' -
4 3/
4"
1' -
4 3/
4"
1' -
10 1
/4"
1' - 6"
3' -
0"
2' - 0"
BEDROOMHALLWAY
BATH
CL
AHUCL
LIVING/DININGKITCHEN
BEDROOM
CL
CLHALL
BATH
BEDROOM
CL
CM
SD
SD
SD
SD
SD
2
2
2
2
11' -
8 1
/4"
11' -
8 3
/4"
25' -
3"
1A-400
E
B
B
B
B
J J
E
E
E
E
E
4' -
7 1/
4"3'
- 0"
3' -
0"4'
- 5
1/2"
2' -
6 1/
2"1' - 10 1/4"1' - 10 1/2"
3' - 0"
2' -
6"5'
- 10
"
1A-410
2A-410
WH2
1B
1B
E
5
A-400
NEW P.T. WOOD POST,REFER TO STRUCTURALDRAWINGS, TYP.
3' - 7" 0' - 11" 9' - 2" 6' - 8"0' -
7"
3' -
3"
0' -
11"
3' -
3"
3' -
0"3'
- 0"
3' -
7"
7T @
10"
5' -
10"
NEW DORMER NEW DORMER
4" / 12"
EXISTING ROOF TO REMAIN,REPAIR OR REPLACESHINGLES.TBD BY OWNER
EXISTING ROOF TO REMAIN,REPAIR OR REPLACESHINGLES.TBD BY OWNER
1A-400
NEW
ASP
HA L
T SH
ING
LE R
OO
FIN
G S
YSTE
M W
ITH
GU
TTER
AN
D D
OW
NSP
OU
TS
26' -
3"
NEW
ASP
HA L
T SH
ING
LE R
OO
FIN
G S
YSTE
M W
ITH
GU
TTER
AN
D D
OW
NSP
OU
TS
26' -
3"
4" / 12"
2A-410
LEGEND
EXISTING WALL TO REMAIN
NEW WALL
X WALL TYPE
FLOOR MOUNTED SUPPLY GRILLE
FD FLOOR DRAIN
GENERAL FLOOR PLAN NOTES
1. FINAL KITCHEN LAYOUT TO BE DETERMINED BY OWNER.
2. UNLESS OTHERWISE NOTED ALL NEW EXTERIOR WALLS ARE TYPE "X1"
3. ALL INTERIOR FINISHES TO BE DETERMINED BY OWNER.
4. UNLESS OTHERWISE NOTED ALL INTERIOR WALL SHALL BE TYPE "1"
5. SEE A-800 FOR PARTITION TYPES.
6. MOISTURE RESISTANT GWB. BOARD TO BE USED IN ALL BATHROOMS ANDKITCHENS
7. SEE EXTERIOR ELEVATIONS FOR WINDOW TYPES & CLADDING MATERIALS
8. SEE A-710 FOR DOOR DETAILS & A-900 FOR WINDOW DETAILS
9. ALL INTERIOR DIMENSIONS ARE FROM FACE OF GWB TO FACE GWB
10. ALL EXTERIOR DIMENSIONS ARE FROM EXTERIOR FACE OF PLYWOODSHEATHING, TYP., U.N.O.
SMOKE DETECTOR
CO DETECTOR
POST UP, REFER TO STRUCTURAL DRAWINGS
POST UP, REFER TO STRUCTURAL DRAWINGS
11. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES
12. ELECTRICAL OUTLETS ON OPPOSITE SIDE OF WALL SHOULD BE INSTALLED ATLEAST 2'-0" FROM EACH OTHER.
13. CONTRACTOR TO VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TODEMOLITION & CONSTRUCTION.
14. SEE HVAC DRAWINGS FOR ADDITIONAL INFORMATION.
15. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
16. BUILDING TO BE FULLY SPRINKLERED.
17. REFER TO ELEVATIONS 5 THROUGH 12 ON SHEET A-200 FOR TYPICAL BATHROOMINFORMATION. INSTANCES OF BATHROOMS ON SECOND AND THIRD FLOOR UNITSMAY BE MIRRORED OR ROTATED IMAGES OF REFERENCED ELEVATIONS.
18. REFER TO SHEETS A-430 AND A-431 FOR ROOF DETAILS.
19. ALL WINDOWS IN EXISTING BUILDING ARE NEW, REPLACE IN EXISTINGOPENINGS, U.O.N.
CM
SD
INFILL AREA TO MATCH SURROUNDING,REFER TO STRUCTURAL DRAWINGS
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2018THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
2/12
/201
8 6:
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1/4" = 1'-0"
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A-102
3rd & Roof FloorPlans
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
1/4" = 1'-0"1 3rd Floor Plan 1/4" = 1'-0"2 Roof Plan
No. Description Date
0 Basement Level-8' - 2 1/4"
1st Floor Level0' - 0"
2nd Floor Level10' - 0"
3rd Floor Level20' - 0"
Roof Level34' - 7 15/16"
RESTORE EXISTINGDECORATIVECOLUMNS, TYPICAL
EJ J
F F F F
F F F
KK
5/4 X 10" PVCCORNER TRIM,PAINTED, COLOR TBD
FIBER CEMENT SIDING
5/4 X 12" PVCFASCIA, PAINTED,COLOR TBD
FIBER CEMENTSHAKES
NEW ALUM. GUTTERSAND DOWNSPOUTS ATALL EAVES, TYPICAL
FIBER CEMENTSHAKES
RESTORE DENTILMOLDING
NEW 1X PVC FASCIABOARD
NEW ROOF SHINGLES
0 Basement Level-8' - 2 1/4"
1st Floor Level0' - 0"
2nd Floor Level10' - 0"
3rd Floor Level20' - 0"
Roof Level34' - 7 15/16"
B B B B
C A A
D
A A
A
K K K
NEW STAIRS
NEW POST
5/4 X 10" PVCCORNER TRIM,PAINTED, COLOR TBD
FIBER CEMENT SIDING
5/4 X 12" PVCFASCIA, PAINTED,COLOR TBD
5/4 X 10" PVCSKIRTBOARD, PAINTED,COLOR TBD
EXISTING BRICKWALL, REPAIR ASREQUIRED
NEW DORMER
3' -
6"
2' -
0 3/
4"
0 Basement Level-8' - 2 1/4"
1st Floor Level0' - 0"
2nd Floor Level10' - 0"
3rd Floor Level20' - 0"
Roof Level34' - 7 15/16"
NEW STAIRS
NEW P.T.POST, TYP.
E
I
E
KK
5/4 X 10" PVCCORNER TRIM,PAINTED, COLOR TBD
FIBER CEMENT SIDING
5/4 X 12" PVCFASCIA, PAINTED,COLOR TBD
NEW ALUM. GUTTERSAND DOWNSPOUTS ATALL EAVES, TYPICAL
5/4 X 10" PVCSKIRTBOARD,PAINTED, COLORTBD
EXISTING BRICKWALL, REPAIR ASREQUIRED
NEW DECK, RAILINGS,AND POSTS
WINDOW (BEYOND)
3' -
4 3/
4"
0 Basement Level-8' - 2 1/4"
1st Floor Level0' - 0"
2nd Floor Level10' - 0"
3rd Floor Level20' - 0"
Roof Level34' - 7 15/16"
E E E E E
FF F
H
GEFFA
L L K
NEW STAIRS
NEW POST
5/4 X 10" PVCCORNER TRIM,PAINTED, COLOR TBD
FIBER CEMENT SIDING
5/4 X 12" PVCFASCIA, PAINTED,COLOR TBD
5/4 X 10" PVCSKIRTBOARD, PAINTED,COLOR TBD
EXISTING BRICKWALL, REPAIR ASREQUIRED
NEW DORMER
M
1' -
4 1/
4"
2' -
11 1
/4"
GENERAL ELEVATION NOTES:
1. AREAS SHOWN THUS TO BEINFILLED. MATCH AND PATCH EXISTINGWALL AND EXTERIOR / INTERIORFINISHES.
2. ELEVATIONS TO RECEIVE NEWFIBER CEMENT SIDING. PROVIDE LAPSIDING WITH 8" EXPOSURE. COLORAND STYLE TBD.
3. ALL ELEVATIONS TO RECEIVE NEWPVC CORNER AND HORIZONTAL TRIM.REFER TO ELEVATIONS FOR SIZES.PAINTED, COLOR TBD.
4. PROVIDE NEW PVC TRIM AROUNDALL EXTERIOR DOORS AND WINDOWS.
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2018THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
2/12
/201
8 6:
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1 PM
1/4" = 1'-0"
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A-300Elevations
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
1/4" = 1'-0"1 Proposed South Elevation
1/4" = 1'-0"2 Proposed West Elevation
1/4" = 1'-0"3 Proposed North Elevation 1/4" = 1'-0"4 Proposed East Elevation
No. Description Date
0 Basement Level-8' - 2 1/4"
1st Floor Level0' - 0"
2nd Floor Level10' - 0"
3rd Floor Level20' - 0"
Roof Level34' - 7 15/16"
KITCHEN LIVING/DINING
LIVING/DININGM. BEDROOM
LIVING/DININGCLBEDROOM
MECH /SPRINKLER
STORAGE
CONTINUOUS SOFFIT VENT
PROPER VENT CONTINUE TO RIDGE
RIDGE VENT
PROVIDE CONTINUOUS METALFLASHING, TYPICAL ALONG EDGE OFNEW TO EXISTING CONSTRUCTION,6" MIN EACH DIRECTION
PROVIDE CONTINUOUS METALFLASHING, TYPICAL ALONG EDGE OFNEW TO EXISTING CONSTRUCTION,6" MIN EACH DIRECTION
TYPICAL EXTERIOR WALL ASSEMBLY@ EXISTING CONSTRUCTION-PATCH AND MATCH EXISTING INTERIORFINISH AS REQUIRED-EXISTING WALL STRUCTURE TO REMAIN,REFER TO STRUCTURAL DRAWINGS-BATT INSULATION, R-21 MIN.-VERIFY EXISTING EXTERIOR SHEATHING,PATCH AND MATCH AS REQUIRED-HENRY AIR-BLOC, CONT. AIR BARRIER-SIDING, SEE ELEVATIONS FOR TYPE
ROOF ASSEMBLY @ EXISTING CONSTRUCTION-ASPHALT SHINGLES-ROOFING UNDERLAYMENT-1/2" EXTERIOR GRADE PLYWOOD SHEATHINGEXISTING SUBSTRUCTURE TO REMAIN, PATCH AND MATCHAS REQUIRED-SPRAY FOAM CLOSED CELL INSULATION, R-38 MIN.
1 HOUR FLOOR/CEILING ASSEMBLY,U.L. DESIGN NO. L569, STC RATING OF 60AND ICC RATING OF 55-3/4" ENGINEERED HARDWOOD OR TILE FINISHFLOOR OR AS SELECTED BY OWNER-1" THK., LEVELROCK UNDERLAYMENTCOMPRESSIVE STRENGTH 2500 PSI-3/8" THK. SOUNDMAT-3/4" T & G PLYWOOD SUBFLOOR-EXISTING WOOD JOIST SISTERED W/ 2X10'S@ 16" O.C. (MINIMUM), REFER TOSTRUCTURAL DRAWINGS-5 1/2" THK. MINERAL WOOL BATT INSULATION-1/2" RESILIENT CHANEL (RC-1) @ 16" O.C.-(1) LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD,2 COATES COMPOUND SANDED, PRIME, 2COATS OF PAINT
TYPICAL EXTERIOR WALLASSEMBLY@ NEW CONSTRUCTION-5/8" GWB, 2 COATS COMPOUNDSANDED, PRIME, 2 COATS OF PAINT-CONTINUOUS VAPOR BARRIER-2X6 WOOD STUDS @ 16" O.C.-BATT INSULATION, R-21 MIN.-1/2" EXTERIOR GRADE PLYWOOD-HENRY AIR-BLOC, CONT. AIR BARRIER-SIDING, SEE ELEVATIONS FOR TYPE
NEW STRUCTURAL RIDGE, REFERTO STRUCTURAL DRAWINGS
ROOF ASSEMBLY @ NEW CONSTRUCTION-ASPHALT SHINGLES-ROOFING UNDERLAYMENT-CONTINUOUS ICE AND WATER SHIELD-1/2" EXTERIOR GRADE PLYWOOD SHEATHING-2X10 @ 16" O.C. ROOF JOISTS, SEE STRUCTURALDRAWINGS-SPRAY FOAM CLOSED CELL INSULATION, R-38 MIN.-1X3 WOOD STRAPPING @ 16” O.C.-1 LAYER 5/8” GYPSUM WALLBOARD
3' -
6"
4" / 12" 4" / 12"
UNIT 3
UNIT 2
UNIT 1
COMMON
FILL ENTIRE CAVITY OF BASEMENTCEILING W/ BATT INSULATION
1" TREX COMPOSITE DECKING
1X PVC TRIMBOARD
METAL JOIST HANGER,SEE STRUCTURALDRAWINGS
2X8 P.T. WOODJOISTS @ 16" O.C.,SEE STRUCTURALDRAWINGS, TYP.
DRAINAGE GAP AS RECOMMENDED BY MFR
NEW DOOR, SEE DOORSCHEDULE
P.T. SHIM
DECK TIEBACKS, SEESTRUCTURAL DWGS.
SELF-HEALING FLEXIBLE FLASHING WITHDRIP EDGE, WRAP OVER LEDGER & INTOSILL & JAMBS FOR PAN FLASHING,UPTURN AT EDGES 6" MIN.
PAN FLASHING, SEE NOTEBELOW
HENRY AIR-BLOC CONT. AIR BARRIER
1/2" EXTERIOR GRADE PLYWOOD SHEATHING
CONT. VAPOR BARRIER
5/8" G.W.B.
FOR FLOOR/ CEILINGASSEMBLY, SEEBUILDING SECTIONS
SPRAY FOAM INSULATION, R-21MIN.
2X6 WOOD STUDS @ 16" O.C.
INTERIOR
EXTERIOR
0' -
5"
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2018THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
2/12
/201
8 6:
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5 PM
As indicated
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A-400Building Section
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
3/8" = 1'-0"1 Building Section @ New Dormers
1 1/2" = 1'-0"5 Section Detail @ Deck/Wall
No. Description Date
1st Floor Level0' - 0"
2nd Floor Level10' - 0"
3rd Floor Level20' - 0"
3' -
4 3/
4"
18 R
@ 6
3/4
"
10' -
0"
18 R
@ 6
3/4
"
10' -
0"
0 Basement Level-8' - 2 1/4"
1st Floor Level0' - 0"
2nd Floor Level10' - 0"
3rd Floor Level20' - 0"
Roof Level34' - 7 15/16"
15 R
ISER
S @
6 3
/4" E
ACH
8' -
2 1/
4"
18 R
ISER
S @
6 3
/4" E
ACH
10' -
0"
16 R
ISER
S @
7 1
/2" E
ACH
10' -
0"
UNIT 1
UNIT 2
UNIT 3
2 LAYERS 5/8" GWB ON 1/2" RESILENTRC-1 CHANNELS @ 16" O.C. FOR 1 HOURFIRE RATING UNDER UNIT 3 STAIR
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2018THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
2/12
/201
8 6:
05:1
7 PM
3/8" = 1'-0"
\\TKG
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A-410Sections
1700802-12-2018
CMHKDI
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
No. Description Date
3/8" = 1'-0"1 Section @ New Porch Stair
3/8" = 1'-0"2 Section @ Entry Stairs
72"
EACH SIDE
PLAINCORRUGATED
BRACKET HANGER
PLAIN
RECTANGULAR RECTANGULAR
CORRUGATED
SPIKE AND FERRULE
SECTION A-A CROSS SECTION
ICE & WATER SHIELDOF FLASHING
A
OF FLASHING
VALLEY
FLASHINGA
ROOFPITCH OF
DRIVE HANGER
COMBINATION HANGER
DRIVE WITH
DOWNSPOUT
INTERMEDIATE
LEADER ORCONDUCTOR
DOWNSPOUT,
DOWNSPOUT
ROUND
PLUS ONE AT ANYTOP AND BOTTOM,PROVIDE ONE AT
ELBOW OR SHOE
HANGER
JOINT
HANGER.
ROUND
IS OVER
ONE IFDOWNSPOUT
40' LONG
GUTTER OREAVES TROUGH
CAP
GUTTERHANGER
PROVIDEHEAD.LEADER
SCREEN
OUTLETGUTTER
ELBOWS
FASCIANAIL TO
STRAINERBASKET
NAILS MITER
UTILITY SHANK
STRAP HANGERS
VARIOUS SHANKS
NAIL TOSHEATHING
NAIL TO
RAFTERSIDE OF
STYLE "K"
FASCIANAIL TO
BOARDS
WIRE CLIP
BEVELEDRECTANGULAR OGEE OROR HALF-ROUNDSEMICIRCULAR
72" MIN.SHINGLES
FLASHING W/ ICE & WATER SHIELD 72" EACH SIDE
RIDGE
CONTINUOUS HOLD
8"
CLINCH STRIP
ROOF EDGE
MIN.
DOWN STRIP
SHINGLES TO METALC
NAILS
SHINGLES
DOWN STRIPCONTINUOUS HOLD
SHINGLES TO EPDMD
SHINGLES
CAP FLASHING
6" MIN.
SHINGLES
ROOF
4" MIN.METAL
6" MIN.
CAP FLASHING6" MIN.
OF STRIP
6" MIN.
72" ICE & WATER SHIELD EACH SIDE
BEYOND CENTER OFTEND AT LEAST 12"EACH STRIP TO EX-
EXTRA NAIL IN ENDUNDERLAY-MENT
WOODDECK
VALLEY
5" EXPOS
URE
5 1/2"
1"
NAILING
4" TOP
LAPALONG RAKE
SHINGLES INVERTED
WITH FULL STRIPSTART FIRST COURSE
WITH FULL STRIPMINUS FIRST TAB
START THIRD COURSECOURSE WITH FULLSTRIP MINUS 1/2 TAB
START SECOND
NAILING
1" 5 5/8"
OR COURSE OF9" STARTER STRIP
DRIP6" METAL
UNDERLAYM'T30 LB ASPHFELT
(VARIES)DECKWOOD
2" TOP LAP
OVER ICE & WATER SHIELDEDGE APP'DMET. DRIP
STRIP 72" MIN.ICE & WATER SHIELD
NOT USEDScale:N.T.S
14A-440
NOT USEDScale:N.T.S
15A-440
NOT USEDScale:N.T.S
13A_520
CONCEALED RIDGE FLASHINGScale:N.T.S
6A-440
VALLEY FLASHINGScale:N.T.S
4A-440
TYPICAL ROOF LAYOUTScale:N.T.S
5A-440
GENERIC DRIP EDGEScale:N.T.S
7A-440
CLOSED VALLEYScale:N.T.S
8A-440
GUTTER & DOWN SPOUTScale:N.T.S
11A-440
HIP AND RIDGEScale:N.T.S
10A-440
Scale:N.T.S9
A-440
NOT USEDScale:N.T.S
3A-440
EAVE DETAIL W/ J-CLIPScale:N.T.S
2A-440
PANEL OVERVIEWScale:N.T.S
1A-440Scale:N.T.S
12A-440
Y
1 3/8"
1 1/16"
F
F
ROOFING SYSTEMDETAILS BASED ON "CARLISLE"
MEMBRANE ROOFINGNOTE:
OPTIONAL VINYLWEATHERSEALU.S. PATENT NO.
PATENTED
CONTINUOUS CEE RIBOR CEE CLIP
CEE-LOCK PANELEN L EMBLASSPA
1/2"
1/2"
VINYL WEATHERSEALPATENTED OPTIONAL
16 1/2"
CEE-LOCK PANEL
4,641,475U.S. PATENT NO.
CEE RIB ORCONTINUOUS
CEE CLIP
3/4"
1 7/16"
1 1/2"
1 3/8"
SEAM SECTION
4,641,475
3/4"
1 1/2"
CONTINUOUS CEE RIBOR CEE CLIP SECTION
FASTENERS, 20" O.C. MAX
20" O.C. W/ 2 CLIPSAT EAVE OR CONTINUOUS
BERRIDGE CEE-LOCK PANEL
CEE-LOCK CLIP
36" O.C.
(NOT RECOMMENDED INHEAVY SNOW AREAS)
4" END LAPS WITH
J-CLIP - BUTT END JOINTS
EAVE FLASHING,
CEE-RIB W/ 2 FASTENERS
30# FELT UNDERLAYMENT
FIELD NOTCH PANEL SEAM
SOLID SHEATHING
F= FINISH SIDE
3" MIN.
J-CLIP
AT LAPS
NOTE: PLACE A SMALL AMOUNT OF CAULK ATJ-CLIP FASTENER LOCATION. DRIVE FASTENERTHROUGH CAULK. THEN CAULK FASTENER HEAD.
1/2"
1/8"
EAVE FLASHING
1/2"
1 AS ROOF PANELS ARE INSTALLED, NOTCH PANEL SEAM AT EAVE.
2 THIS DETAIL NOT RECOMMENDED FOR AREAS WITH HEAVY SNOW LOADS, SEE DETAIL CL-11.
3 IF SOLID SHEATHING (BY OTHERS) IS USED, SHEATHING MUST BE MINIMUM 5/8" T&G OSB OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS.
4 ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT.
SOLID SUBSTRATEEAVE DETAIL W/ J-CLIP
CONTINUOUS CAULK
NOT USED NOT USED
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2018THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
2/12
/201
8 6:
05:1
9 PM
1" = 1'-0"
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A-440Roof Details
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
No. Description Date
TYPICAL WALL RAIL
SCALE: 3" = 1'-0"
3A-710SCALE: 1" = 1'-0"
6A-710
SCALE: 1" = 1'-0"
1A-710
WOODGUARD RAILING
1 1/2" DIAMETERWOOD HANDRAIL
1" X 1"WOOD BALUSTER
3 1/2" X 3 1/2"WOOD POST
WOOD STAIR DETAIL
SCALE: 1" = 1'-0"
4A-710
WALL HANDRAIL BRACKET MOUNTING DETAIL
SCALE: 3/4" = 1'-0"
2A-710
TYPICAL STAIR SECTION
SCALE: 3" = 1'-0"
5A-710
FLOOR LANDINGWORK LINE
FLOOR LANDINGWORK LINE
WOOD
WOOD FRAMING
5/8" GWB FIRECODE "C"ON 1X3 WOOD STRAPPING
WOOD STAIR STRINGER
WOOD FRAMING
WOOD
PICKET RAIL INTERMEDIATE POST
ELEVATION
PICKET RAIL TRANS. BETWEEN LANDINGS
3 1/2" X 3 1/2"WOOD POST
WOOD GUARD RAILING
1 1/2" DIAMETERWOOD HANDRAIL
WOOD STAIR STRINGER
4" O.C MAX
SEE TREADDETAIL 5/A-710
3' -
6"
2' -
10"
2' -
10"
3 1/2" X 3 1/2"WOOD POST
MAX.
0' - 4"
SPACER
STRINGER
5/8" GWB FIRECODE "C"ON 1X3 WOOD STRAPPING
WOOD
RUN
RIS
E
PROJECTION PER STANDARD BRACKETS2 1/2" BRACKETS = 3 1/4" PROJECTION3" BRACKETS = 3 3/4" PROJECTION
STUDWALL / DRYWALL PARTITIONWALL CONSTRUCTION
CONTINUOUS 14 GA X 8" WIDESTEEL SHEET BACKING MATERIALFURNISHED AND INSTALLED BY OTHERS
CLEARANCE PER STANDARD BRACKETS2 1/2" BRACKETS = 1 3/4" CLEARANCE3" BRACKETS = 2 1/4" CLEARANCE1 1/2"
3 1/2" MAX.3"
1 1/2" DIAMETERWOOD HANDRAIL
STANDARD PRESSEDSTEEL WALL BRACKETS
3/8" DIAMETER HEX HEAD LAG SCREWS2" LONG FOR ONE LAYER OF DRYWALL3" LONG FOR TWO LAYERS OF DRYWALL
.1/8 3/4
WOOD HANDRAIL
WALL MOUNTED BRACKETATTACHMENT VARIES
WITH WALL CONSTRUCTION
INSIDE FACEOF STAIR CORE WALL
3/A-710
A-A1' - 0"
TYPI
CAL
2' -
10"
NOTE:CONTRACTOR/INSTALLER TO COORDINATEHANDRAIL ATTACHMENT & BLOCKING WITHRESILENT CHANNELS ON DEMISING WALL
1' - 0"
0' - 11"
A-710
8A-710
7A-710
9Scale: 3"=1'-0"
Scale: 3"=1'-0"
Scale: 3"=1'-0"
INTERIOR WOOD FRAME- DOOR HEAD DETAIL
WOOD DOOR FRAME.
1/4" REVEALTYPICAL
SHIMS AS REQUIRED
3/4" x 3 1/2" PROFILESTANDARD FROM DOORMANUFACTUREROR AS SELECTED BY OWNER
1/4"
WOOD DOOR FRAME.
SHIMS AS REQUIRED
3/4" x 3 1/2" PROFILESTANDARD FROM DOOR MANUFACTUREROR AS SELECTED BY OWNER
INTERIOR WOOD FRAME- DOOR JAMB DETIAL
3/4" x 2 1/2" COLONIAL PROFILESTANDARD FROM DOORMANIFACTUREROR AS SELECTED BY OWNER
DOOR, SEE SCHEDULE
INTERIOR WOOD FRAME- DOOR THRESHOLD DETAIL
GWB
DOOR, SEE SCHEDULE
GWB
1/4" REVEAL, TYPICAL
3/4" x 3 1/2" PROFILESTANDARD FROM DOORMANUFACTUREROR AS SELECTED BY OWNER
INTERIOR INTERIOR
GWB
3/4" x 3 1/2" PROFILESTANDARD FROM DOOR MANUFACTUREROR AS SELECTED BY OWNER
GWB 1/4" REVEAL TYP.
3/4" FLOOR FINISH,TBD BY OWNER
3/4' FLOOR FINISH TBD BY OWNER
3/4" GYPCRETE FLOOR TOPPING
3/4" T&G PLYWOOD SUBFLOOR
MARBLE THRESHOLD
3/4" T&G PLYWD. SUBFLR.
GYPCRETE TOPPING.
FINISH FLOOR DETAILS
CARPETHDWD. FIN. FLR.CARPET REDUCER
CARPET OR HDWD. FLR.TRANSISTION STRIP
TILE
3/4" T&G PLYWD. SUBFLR.
GYPCRETE TOPPING.
10A-710 Scale: 3"=1'-0"
0' - 0 1/4"
A-710
12
13A-710
A-71011
Scale: 3"=1'-0"
Scale: 3"=1'-0"
Scale: 3"=1'-0"
INTERIOR METAL FRAME- DOOR JAMB DETAIL
INTERIOR METAL FRAME- DOOR THRESHOLD DETAIL
INTERIOR METAL FRAME- DOOR HEAD DETAIL
FLOOR FINISH TBDBY OWNER
FINISH TBD BY OWNER
3/4" GYPCRETE FLOOR TOPPING
3/4" T&G PLYWOOD SUBFLOOR
FLAT STOCK TRIMOR AS SELECTED BY OWNER
FLAT STOCK TRIMOR AS SELECTED BY OWNER
FLAT STOCK TRIMOR AS SELECTED BYOWNER
DOOR, SEE SCHEDULE
CORRIDORUNIT
CORRIDOR INTERIOR
DOOR, SEE SCHEDULE
WOOD TRIM
CAULKING @ JOINTS ALLEDGES
FOAM FILL ALL GAPSBETWEEN ALL DOORS &FRAMING.ALL LOCATIONS.
INTERIOR
CORRIDOR
HOLLOW METAL DOORFRAME
DOOR FRAME ANCHOR
CAULKING@ JOINTS ALL EDGES
DOOR, SEE SCHEDULE
WOOD TRIM
SEE PARTITION TYPES FOR WALLCONSTRUCTUION
CAULKING @ JOINTS ALL EDGES
5/8" GWB TAPE, 2 COATS JOINTCOMPOUND, PRIMER, 2 COATSFIN. PAINT (TYP.).
FOAM FILL ALL GAPSBETWEEN ALL DOORS &FRAMING.ALL LOCATIONS.
HOLLOW METAL DOOR FRAME
DOOR FRAME ANCHOR
CAULKING@ JOINTS ALL EDGES
THRESHOLD
SC
HE
D.
SEE
SEE PARTITION TYPES FORWALL CONSTRUCTUION
1/4" SOUND MAT
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2015THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
CIVIL ENGINEERDESIGN CONSULTANTS, INC.
LANDSCAPE ARCHITECTBLAIR HINES DESIGN ASSOCIATES
STRUCTURAL ENGINEERWEBB STRUCTURAL SERVICES
MECHANIAL, ELECTRICAL,PLUMBING AND FIRE
PROTECTION ENGINEERSALLIED CONSULTING
ENGINEERING SERVICES, INC.
120 MIDDLESEX AVENUE, SUITE 20SOMERVILLE, MA 02145
T:(617)-776-3350
670 MAIN STREET, READING, MASOMERVILLE, MA 02145
T:(781)-779-1330
318 HARVARD STREET, SUITE 25BROOKLINE, MA 02446
T:(617)-735-1180
215 BOSTON POST ROADSUDBURY, MA 01776
T:(978)-443-7888
2/12
/201
8 6:
05:2
0 PM
As indicated
\\TKG
-Ser
ver\D
ata\
17\1
7008
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M_1
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ings
\01_
ARC
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_Pro
pose
d C
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229.
rvt
A-710
Stair and DoorDetails
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
No. Description Date
5/8" TYPE X GWB BOTH SIDESPAPERLESS AT BATHROOMS1 SIDE @ TYPE 1A2X4" WOOD STUD FRAMING AT 16" O.C3 1/2" BATT INSULATION ATBATHROOMS, KITCHENS & BEDROOMS.
PARTITION TYPE 1 - INTERIOR WALL
BASE
PLAN
CEI
LIN
GH
EAD
CEILING RUNNER/DEFLECTIONASSEMBLY
UNDERSIDE OF STRUCTURE
JOINT SEALER AND BACKING EACHSIDE, FIRESTOPPING AND MINERALWOOL BACKER AT RATED PARTITIONS
JOINT SEALER AND BACKING EACH SIDEFLOOR RUNNER
TOP OF STRUCTURE
SCHEDULED BASE
CEILING AS REQUIRED
(2) LAYERS 5/8" TYPE X GWB, PAPERLESSAT BATHROOMS, KITCHENS &BEDROOMS.
2X6 WOOD STUD FRAMINGAT 16" O.C
BASE
PLAN
CEI
LIN
GH
EAD
CEILING RUNNER/DEFLECTIONASSEMBLY
DEFLECTION ALLOWANCE
UNDERSIDE OF STRUCTURE
JOINT SEALER AND BACKING EACHSIDE, FIRESTOPPING AND MINERALWOOL BACKER AT RATED PARTITIONS
JOINT SEALER AND BACKING EACH SIDE
FLOOR RUNNER
TOP OF STRUCTURE
SCHEDULED BASE
CEILING AS REQUIRED1/2" RESILIENT CHANNEL
51/2" BATT INSULATION ATBATHROOMS, KITCHENS, CORRIDORS& BEDROOMS.
SILL SEALER, TYP.
(1) LAYER 5/8" TYPE X GWB
CONT.AIR BARRIER (TYP)1/2" PLYWOOD SHEATHINGREFER TO STRUCTURAL DWG'S
5/8"GYPSUM WALLBOARDTYPE "X". PROVIDE 3 COATSTAPE AND COMPOUND WITH ONE COATPRIMER AND TWO COATS PAINT
2 X 6 WOOD STUDS@ 16" O.C.
6 MIL VAPOR BARRIER(TYP. ON ALL EXTERIOR WALLS)
R-21 FIBERGLASSBATT INSULATION (TYP.), USE SPRAY FOAMINSULATION AT EXISTING 2X4 EXTERIOR WALLS
BASE
PLAN
HEA
D
CEILING RUNNER/DEFLECTIONASSEMBLY
DEFLECTION ALLOWANCE
JOINT SEALER AND BACKING EACHSIDE, FIRESTOPPING AND MINERALWOOL BACKER AT RATED PARTITIONS
JOINT SEALER AND BACKING EACH SIDE
FLOOR RUNNER
TOP OF STRUCTURE
SCHEDULED BASE
SILL SEALER, TYP.
SEE ELEVATION FOR EXTERIOR SIDING
4 3/4"
3/4" 3 1/2" 3/4"
1
PART
ITIO
NTY
PE
2X4
STU
D T
YPE
SHEA
THIN
GTY
PE
ACTU
AL
WID
TH
FILL
FIRE
TEST
(UL
#)
FIRE
RESIS
TANTN
CE
1 5/8"GWB
4 3/4" 3 1/2"BATT
-
STC
RATI
NG
IIC RATI
NG
LIM
ITIN
GHEI
GHT
OTH
ERRE
QUIR
EMEN
TS
- - 16'-4"
SCALE: 1 1/2" = 1'-0"
MR GWB @BATH AND KITCHEN SIDE
1B 2X4 5/8"GWB
4 1/8" 3 1/2"BATT
- 16'-4"UL# U305DELETE GWB AT INSIDE FACE OF STUD. MRGWB @ BATH AND KITCHEN SIDE.DEFLECTION L/3605/8" GWB TYPE X, STC 50+ AND PT WOODFRAMING @ CMU WALLS
- -
PARTITION TYPE 2 - BEARING WALL2
PART
ITIO
NTY
PE
2X6
STU
D T
YPE
SHEA
THIN
GTY
PE
ACTU
AL
WID
TH
FILL
FIRE
TEST
(UL
#)
FIRE
RESIS
TANTN
CE
2 7 7/8" 3 1/2"BATT
1 HR
STC
RATI
NG
IIC RATI
NG
LIM
ITIN
GHEI
GHT
OTH
ERRE
QUIR
EMEN
TS
STC 50-54 - 16'-4"
SCALE: 1 1/2" = 1'-0"
MR GWB @BATH AND KITCHEN SIDE
5/8"TYPE "X"
GWB
UL# U334SIM.
UL# U305
EXTERIOR WALLX1
PART
ITIO
NTY
PE
2X6
STU
D T
YPE
SHEA
THIN
GTY
PE
ACTU
AL
WID
TH
FILL
FIRE
TEST
(UL
#)
FIRE
RESIS
TANTN
CE
X1 6 5/8"5 1/2"
BATT OR4" SPARY FOAM
STC
RATI
NG
IIC RATI
NG
LIM
ITIN
GHEI
GHT
OTH
ERRE
QUIR
EMEN
TS
16'-4"
SCALE: 1 1/2" = 1'-0"
HORIZONTAL LAP SIDING 6"SEE ELEVATION DWG'S.
5/8"TYPE "X"
GWB
6 3/4"
- - -
CEI
LIN
G
REFER TO STRUCTURALDRAWINGS FOR ADDITIONALSHEAR WALL INFORMATION
(2) LAYERS 5/8" TYPE X GWB, PAPERLESSAT BATHROOMS, KITCHENS &BEDROOMS.2X4 OR (2X6) WOOD STUD FRAMINGAT 16" O.C
BASE
PLAN
CEI
LIN
GH
EAD
CEILING RUNNER/DEFLECTIONASSEMBLYDEFLECTION ALLOWANCE
UNDERSIDE OF STRUCTURE
JOINT SEALER AND BACKING EACHSIDE, FIRESTOPPING AND MINERALWOOL BACKER AT RATED PARTITIONS
JOINT SEALER AND BACKING EACH SIDE
FLOOR RUNNER
TOP OF STRUCTURE
SCHEDULED BASE
CEILING AS REQUIRED1/2" RESILIENT CHANNEL
51/2" BATT INSULATION ATBATHROOMS, KITCHENS, CORRIDORS& BEDROOMS.
SILL SEALER, TYP.
(1) LAYER 5/8" TYPE X GWB
6"
PARTITION TYPE 4 - DEMISING WALL3
PART
ITIO
NTY
PE
2X4
STU
D T
YPE
SHEA
THIN
GTY
PE
ACTU
AL
WID
TH
FILL
FIRE
TEST
(UL
#)
FIRE
RESIS
TANTN
CE
3
3A
5 7/8" 3 1/2"BATT
1 HR
STC
RATI
NG
IIC RATI
NG
LIM
ITIN
GHEI
GHT
OTH
ERRE
QUIR
EMEN
TS
STC 50-54 - 16'-4"
2X6 5/8"TYPE "X"
GWB
7 7/8" 3 1/2"BATT
- 16'-4"
SCALE: 1 1/2" = 1'-0"
2 HRUL# U334SIM.
STC 50-54
MR GWB @BATH AND KITCHEN SIDE
MR GWB @BATH AND KITCHEN SIDE
5/8"TYPE "X"
GWB
UL# U311SIM.
(1) LAYER 5/8" TYPE 'X' GYPSUMWALLBOARD, 2 COATESCOMPOUND SANDED, PRIME, 2COATS OF PAINT
1/2" RESILIENT CHANEL (RC-1) @16" O.C.
3/4" T & G PLYWOOD SUBFLOOR
3/4" ENGINEERED HARDWOOD OR TILE FINISHFLOOR OR AS SELECTED BY OWNER
5 1/2" THK. MINERAL WOOL BATTINSULATION
0' -
0 5/
8"
0' -
0 1/
2"
0' -
9 1/
4"0'
- 0
3/4"
0' -
0 3/
8"
0' -
1"0'
- 0
3/4"
1- HR FIRE RATED FLOOR/CEILING ASSEMBLY4 SCALE: 1 1/2" = 1'-0"
EXISTING WOOD JOIST SISTERED W/2X10'S @ 16" O.C. (MINIMUM), REFERTO STRUCTURAL DRAWINGS
CONT.AIR BARRIER (TYP)
1/2" EXISTING OR NEW PLYWOODSHEATHING REFER TO STRUCT. DWG'S
5/8"GYPSUM WALLBOARDTYPE "X". PROVIDE 3 COATSTAPE AND COMPOUND WITH ONE COATPRIMER AND TWO COATS PAINT
EXISTING OR NEW (@ NEW WALL) 2X4WOOD STUDS @ 16" O.C., V.I.F.
6 MIL VAPOR BARRIER(TYP. ON ALL EXTERIOR WALLS)
SPRAY FOAM CLOSED CELL INSULATION,R-21 MIN.(TYP.)
EXTERIOR WALL, EXISITING WALL / NEW WALL
BASE
PLAN
HEA
D
DEFLECTION ALLOWANCE
JOINT SEALER AND BACKING EACHSIDE, FIRESTOPPING AND MINERALWOOL BACKER AT RATED PARTITIONS
JOINT SEALER AND BACKING EACH SIDE
FLOOR RUNNER
TOP OF STRUCTURE
SCHEDULED BASE
SILL SEALER, TYP.
SEE ELEVATION FOR EXTERIOR CLADDING
NOTE: PROVIDE NEW GWBFINISH ON ALL EXISTING WALLS
5 SCALE: 1 1/2" = 1'-0"
UL L569, 1 HOUR FIRE RATED FLOOR/ CEILING ASSMEBLYSTC RATING:60ICC RATING: 55
3/8" THK. SOUNDMAT
1" THK., LEVELROCK UNDERLAYMENTCOMPRESSIVE STRENGTH 2500 PSI
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2015THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
CIVIL ENGINEERDESIGN CONSULTANTS, INC.
LANDSCAPE ARCHITECTBLAIR HINES DESIGN ASSOCIATES
STRUCTURAL ENGINEERWEBB STRUCTURAL SERVICES
MECHANIAL, ELECTRICAL,PLUMBING AND FIRE
PROTECTION ENGINEERSALLIED CONSULTING
ENGINEERING SERVICES, INC.
120 MIDDLESEX AVENUE, SUITE 20SOMERVILLE, MA 02145
T:(617)-776-3350
670 MAIN STREET, READING, MASOMERVILLE, MA 02145
T:(781)-779-1330
318 HARVARD STREET, SUITE 25BROOKLINE, MA 02446
T:(617)-735-1180
215 BOSTON POST ROADSUDBURY, MA 01776
T:(978)-443-7888
2/12
/201
8 6:
05:2
0 PM
1 1/2" = 1'-0"
\\TKG
-Ser
ver\D
ata\
17\1
7008
_CR
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7-19
Wal
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JP\
03 D
raw
ings
\01_
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_Pro
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229.
rvt
A-800Partition Types
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
No. Description Date
Scale: 3"=1'-0"A-900WINDOW JAMB DETAIL- NEW WALL
WINDOW INCL. INSULATED GLAZING& THERMAL BREAK @ FRAME (TYP.)
HENRY AIR-BLOC CONT.AIR BARRIER, WRAPAROUND WINDOW HEAD,JAMB & SILL (TYP.)
CAULKING W/ BACKER ROD@ JOINTS (TYP. AS SHOWN)
CAULKING W/ BACKER ROD@ JOINTS (TYP. AS SHOWN)
BITUM. SELF ADHERING FLASHINGAT ALL WINDOW JAMBS (TYP.)
5/8" GWB TAPE, 2 COATS JOINTCOMPOUND, PRIMER, 2 COATSFIN. PAINT (TYP.).
6 MIL. VAPOR RETARDER(TYP. ON ALL EXT. WALLS) 6 MIL. VAPOR RETARDER
(TYP. ON ALL EXT. WALLS)
2
WINDOW HEAD DETAIL- NEW WALL1Scale: 3"=1'-0"A-900
WINDOW SILL DETAIL- NEW WALLScale: 3"=1'-0"A-900
3
1/2" EXTERIORPLYWOOD
REFER TO ELEV. FORSIDING MATERIAL
1X4 PVC TRIM
WOOD TRIM TYPICAL@ WINDOW & DOOR AS SELECTED BYOWNER
1X WOOD TRIM
PVC WINDOW TRIM
BACKER ROD & SEALANTAROUND ALL WINDOWS, TYP.
PEEL & STICK FLEXIBLE PANFLASHING, WRAP INTOSILL & JAMB, UPTURN 6"MIN. AT ALL EDGES
3/4" WOOD STOOL CAP
5/8" GWB. TAPE;2 COATS JOINT COMPOUND;SAND, PRIME, 2 COATS FIN.PAINT (TYP.).
6 MIL.POLY VAPORBARRIER, TYP.
2X6 WOOD SILL
CAULKING AT ALL EDGES
WRAP AIR BARRIER INTO SILL &JAMB, TYP.
SHIM AS NECESSARY
0' -
1 1/
2"0'
- 4"
WOOD APRON, PROFILESELECTED BY OWNER
UNFACED BATTINSULATION, R-21 MIN.
HENRY AIR-BLOC CONT. AIRBARRIER, WRAP AROUND SILL& JAMB, TYP.
CEMENTITIOUS PLANKS, 6"EXPOSURE
1/2" EXTERIOR GRADEPLYWOOD
2X6 WOOD STUDS @ 16" O.C.
WINDOW INCL. INSULATED GLAZING &THERMAL BREAK @ FRAME (TYP.)
METAL FLASHING W/DRIP EDGE
PROVIDE CHEMICALLYWELDED SEAM AT ALLHORIZ. JOINTS, TYP.
1" X 4" PVC TRIM
HENRY AIR-BLOC CONT.AIR BARRIER
METAL FLASHING WITHDRIP EDGE
BACKER ROD & SEALANTAROUND ALL WINDOW EDGES,TYP.
HEADER, SEESTRUCTURAL
1" RIGID INSULATION
6 MIL. POLY VAPORBARRIER
5/8" GWB TAPE, 2COATS JOINTCOMPOUND, PRIMER, 2COATS FIN. PAINT (TYP.)
2X6 @ 16" O.C.
UNFACED BATTINSULATION, R-21 MIN.
WOOD CASING, STYLETO BE SELECTED BYOWNER
3/4" WOOD TRIM
1/2" EXTERIOR PLYWOOD
BITUM. SELF ADHERING FLASHINGAT ALL WINDOW HEADS (TYP.)
CEMENTITIOUS PLANK
LAP AIR BARRIEROVER FLASHING
FOAM FILL ALL GAPS,TYP.
WINDOW INCL. INSULATEDGLAZING & THERMAL BREAK @FRAME (TYP.)
Scale: 3"=1'-0"A-900WINDOW JAMB DETAIL- EXISTING WALL
WINDOW INCL. INSULATED GLAZING& THERMAL BREAK @ FRAME (TYP.)
HENRY AIR-BLOC CONT.AIR BARRIER, WRAPAROUND WINDOW HEAD,JAMB & SILL (TYP.)
CAULKING W/ BACKER ROD@ JOINTS (TYP. AS SHOWN)
CAULKING W/ BACKER ROD@ JOINTS (TYP. AS SHOWN)
BITUM. SELF ADHERING FLASHINGAT ALL WINDOW JAMBS (TYP.)
CAULKING W/ BACKER ROD@ JOINTS ALL EDGES
5/8" GWB TAPE, 2 COATS JOINTCOMPOUND, PRIMER, 2 COATSFIN. PAINT (TYP.).
6 MIL. VAPOR RETARDER(TYP. ON ALL EXT. WALLS) 6 MIL. VAPOR RETARDER
(TYP. ON ALL EXT. WALLS)
FOAM FILL ALL GAPSBETWEEN ALL WINDOWS & FRAMING.ALL LOCATIONS.
5
WINDOW HEAD DETAIL- EXISTING WALL4Scale: 3"=1'-0"A-900
WINDOW SILL DETAIL- EXISTING WALLScale: 3"=1'-0"A-900
6
1/2" EXISTINGEXTERIOR PLYWOOD
REFER TO ELEV. FORSIDING MATERIAL
1X4 PVC TRIM
WOOD TRIM TYPICAL@ WINDOW & DOOR AS SELECTED BYOWNER
1X WOOD TRIM
1" X 4" PVC TRIM
HENRY AIR-BLOC CONT.AIR BARRIER
METAL FLASHING WITHDRIP EDGE
BACKER ROD & SEALANTAROUND ALL WINDOW EDGES,TYP.
EXISTING OR NEWHEADER, SEESTRUCTURAL
6 MIL. POLY VAPORBARRIER
5/8" GWB TAPE, 2COATS JOINTCOMPOUND, PRIMER, 2COATS FIN. PAINT (TYP.)
EXISTING 2X4 WOODSTUD WALLCONSTRUCTION
SPRAY FOAM CLOSEDCELL ICYNENE INSULATION,R-21 MIN.
WOOD CASING, STYLETO BE SELECTED BYOWNER
3/4" WOOD TRIM
EXISTING 1/2" EXTERIORPLYWOOD
BITUM. SELF ADHERING FLASHINGAT ALL WINDOW HEADS (TYP.)
CEMENTITIOUS PLANK
LAP AIR BARRIEROVER FLASHING
FOAM FILL ALL GAPS,TYP.
WINDOW INCL. INSULATEDGLAZING & THERMAL BREAK @FRAME (TYP.) IN EXISTING OR NEWOPENING
PVC WINDOW TRIM
BACKER ROD & SEALANTAROUND ALL WINDOWS, TYP.
PEEL & STICK FLEXIBLE PANFLASHING, WRAP INTOSILL & JAMB, UPTURN 6"MIN. AT ALL EDGES
3/4" WOOD STOOL CAP
5/8" GWB. TAPE;2 COATS JOINT COMPOUND;SAND, PRIME, 2 COATS FIN.PAINT (TYP.).
6 MIL.POLY VAPORBARRIER, TYP.
EXISTING 2X4 WOOD SILL
CAULKING AT ALL EDGES
WRAP AIR BARRIER INTO SILL &JAMB, TYP.
SHIM AS NECESSARY
0' -
1 1/
2"0'
- 4"
WOOD APRON, PROFILESELECTED BY OWNER
SPRAY FOAM CLOSEDCELL ICYNENEINSULATION, R-21 MIN.
HENRY AIR-BLOC CONT. AIRBARRIER, WRAP AROUND SILL& JAMB, TYP.
CEMENTITIOUS PLANKS, 6"EXPOSURE
EXISTING 1/2" EXTERIORGRADE PLYWOOD
EXISTING 2X4 WOOD WALLCONSTRUCTION
WINDOW INCL. INSULATED GLAZING& THERMAL BREAK @ FRAME (TYP.)IN EXISTING OR NEW OPENING
METAL FLASHING W/DRIP EDGE
PROVIDE CHEMICALLYWELDED SEAM AT ALLHORIZ. JOINTS, TYP.
SPRAY FOAM CLOSEDCELL ICYNENEINSULATION, R-21 MIN.
1 2 3 4 5
6 7 8
DOOR LEGEND
9
GLASS
2' - 6"
6' -
8"
2' - 10"
6' -
8"
2' - 6"
6' -
8"
5' - 0"
6' -
8"
4' - 0"
6' -
8"
3' - 0"
6' -
8"
6' -
8"
3' - 0"2' - 8"
6' -
8"
2' - 8"
6' -
8"
10
2' - 4"
6' -
8"
A
WINDOW NOTES:1.) CONTRACTOR TO VERIFY SIZES OF EXISTING WINDOW OPENINGS TO REMAIN, PRIOR TO ORDERING OFWINDOWS2.) ALL WINDOWS TO BE PELLA 450 SERIES WOOD AND ALUMINUM CLAD EXTERIOR WINDOWS.3.) BEDROOM WINDOWS TO COMPLY WITH EMERGENCY ESCAPE AND RESCUE MINIMUM OPENING AREA, HEIGHT &WIDTH AS REQUIRED BY THE IBC 2015, CONTRACTOR TO VERIFY PRIOR TO ORDERING WITH SELECTEDMANUFACTURER.
WINDOW LEGEND
B C D
2' - 0"
4' -
10"
E
3' - 0"
5' -
0"
F G H
I J K L
3' - 0"
5' -
2"
2' - 6"
4' -
0"
3' - 4"
5' -
6"
5' -
4"
3' - 4" 2' - 4"
5' -
0"
3' - 0"
3' -
6"
2' - 6"
3' -
6"
2' - 0"
2' -
4"
2' - 8"
1' -
6"
1' -
6"
1' - 8"
M
3' - 0"
5' -
0"
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2018THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
2/12
/201
8 6:
05:2
1 PM
As indicated
\\TKG
-Ser
ver\D
ata\
17\1
7008
_CR
M_1
7-19
Wal
k H
ill St
JP\
03 D
raw
ings
\01_
ARC
H_C
D\1
7-19
Wal
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ill St
_Pro
pose
d C
D 2
0171
229.
rvt
A-900
Door & WindowSchedules
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
Door Schedule
Door Number Style Width Height Frame Material Door Material. Fire RatingDetails
CommentsHead Jamb Sill
1 HINGED-SINGLE 30" x 80" 2' - 6" 6' - 8" WD S.C. WD 9/A-710 8/A-710 7/A-7102 HINGED-SINGLE 28" x 80" 2' - 4" 6' - 8" WD S.C. WD 9/A-710 8/A-710 7/A-7103 2' - 8" 6' - 8" WD S.C. WD 9/A-710 8/A-710 7/A-7104 HINGED-DOUBLE 60" x 80" 5' - 0" 6' - 8" WD S.C. WD 9/A-710 8/A-710 7/A-7105 HINGED-DOUBLE 48" x 80" 4' - 0" 6' - 8" WD S.C. WD 9/A-710 8/A-710 7/A-7106 HINGED-SINGLE 36" x 80" EXT 3' - 0" 6' - 8" CLAD GLASS/CLAD 9/A-710 8/A-710 7/A-7107 HINGED-SINGLE 36" x 80" 3' - 0" 6' - 8" WD S.C. WD 20 MINS 9/A-710 8/A-710 7/A-7108 DOUBLE-HINGED 32" x 80" 2' - 8" 6' - 8" WD S.C. WD 9/A-710 8/A-710 7/A-7109 HINGED-SINGLE 32" x 80" EXT 2' - 8" 6' - 8" CLAD GLASS/CLAD 9/A-710 8/A-710 7/A-71010 HINGED-SINGLE 28" x 80" 2' - 4" 6' - 8" WD S.C. WD 9/A-710 8/A-710 7/A-710
Window Schedule
Window Mark Type DescriptionRough Opening
MaterialDetail
CommentsWidth Height Head Jamb Sill
A 36 x 62" Double Hung 3' - 0" 5' - 2" Clad 4/A-900 5/A-900 6/A-900B 30 x 48 Double Hung 2' - 6" 4' - 0" Clad 4/A-900 5/A-900 6/A-900C 24 x 58 Double Hung 2' - 0" 4' - 10" Clad 4/A-900 5/A-900 6/A-900D 24 x 48 Double Hung 2' - 0" 4' - 0" Clad 4/A-900 5/A-900 6/A-900E 36" x 60" Double Hung 3' - 0" 5' - 0" Clad 4/A-900 5/A-900 6/A-900F 40" x 64" Double Hung 3' - 4" 5' - 4" Clad 4/A-900 5/A-900 6/A-900G 28 x 58 Double Hung 2' - 4" 4' - 10" Clad 4/A-900 5/A-900 6/A-900H 36 x 42 Double Hung 3' - 0" 3' - 6" Clad 4/A-900 5/A-900 6/A-900I 30 x 42 Hopper 2' - 6" 3' - 6" Clad 4/A-900 5/A-900 6/A-900J 24" x 28" Hopper 2' - 0" 2' - 4" Clad 4/A-900 5/A-900 6/A-900K 32" x 18" Hopper 2' - 8" 1' - 6" Clad 4/A-900 5/A-900 6/A-900
No. Description Date
WH WH
UP
UP
UP
UP
DN
REMOVE SLAB ANDEXCAVATE FOR NEWFOOTING
REMOVE SLAB ANDEXCAVATE FOR NEWFOOTING
0 Basement Level-8' - 2 1/4"
1st Floor Level0' - 0"
2nd Floor Level10' - 0"
3rd Floor Level20' - 0"
Roof Level34' - 7 15/16"
0 Basement Level-8' - 2 1/4"
1st Floor Level0' - 0"
2nd Floor Level10' - 0"
3rd Floor Level20' - 0"
Roof Level34' - 7 15/16"
0 Basement Level-8' - 2 1/4"
1st Floor Level0' - 0"
2nd Floor Level10' - 0"
3rd Floor Level20' - 0"
Roof Level34' - 7 15/16"
0 Basement Level-8' - 2 1/4"
1st Floor Level0' - 0"
2nd Floor Level10' - 0"
3rd Floor Level20' - 0"
Roof Level34' - 7 15/16"
DEMOLITION NOTES1. ALL EXTERIOR WALLS & ROOF TO REMAIN U.O.N.
2. ALL EXTERIOR DOORS & WINDOWS TO BE REPLACED INEXISTING OPENINGS U.O.N.
3. CONTRACTOR TO VERIFY EXISTING CONDITIONS IN FIELDPRIOR TO DEMOLITION & CONSTRUCTION
4. DISCONECT ALL UTILITIES INCLUDED IN SCOPE AREAPRIOR TO WORK START.
5. G.C. TO COORDINATE IN FIELD PORTION OF UTILITIESTHAT NEEDS TO BE FUNCTIONAL DURING CONSTRUCTIONFOR OPERATION OF EXISTING BUILDING.
6. CREATE ENLARGED DOOR/WINDOW OPENINGS ASREQUIRED FOR NEW WORK. COORDINATE OPENINGSw/SCHEDULES.
7. REMOVE & DISPOSE OF ALL EXISTING PLUMBING, GASAND ELECTRICAL FIXTURES AND PIPING UNLESS NOTEDOTHERWISE.
8. DEMO ALL AREAS AS INDICATED ON THE DRAWINGS ANDFILL ANY VOIDS AS INDICATED. REQUIRED AS PREPARATIONFOR NEW WORK ALL MATERIALS / STRUCTURES DEMOLISHEDSHALL BE THE PROPERTY OF THE GC. GC SHALL DISPOSE OFALL MATERIALS IN A LEGAL MANNER.
9. REMOVE EXISTING WINDOWS, DOORS AS REQUIREDFOR NEW WORK.
10. GC SHALL PROVIDE ALL TEMPORARY SHORING ANDBRACING AS REQUIRED TO MAINTAIN STRUCTURES INTACTAND TO MAINTAIN SAFE WORKING CONDITIONS.
11. ALL STRUCTURES, FINISHES, AND EQUIPMENTSCHEDULED TO REMAIN THAT ARE DAMAGED DURING THEDEMOLITION PROCESS SHALL BE PATCHED, REPAIRED, OR REPLACED IN KIND AS DIRECTED BY THEARCHITECT.
12. GC. TO PROTECT AS REQUIRED DURING CONSTRUCTIONALL AREAS DESIGNATED TO REMAIN.
13. CAP EXISTING PLUMBING PIPING AS REQUIRED BYCODE BELOW EXISTING FINISH SURFACES TO BE PATCHED,SCHEDULED NEW FINISH SURFACES AND AS OTHERWISEREQUIRED TO NOT CONFLICT WITH THE INSTALLATION OFFUTURE CONSTRUCTION.
14. THE SUBSTRATE OR PERIMETER SURFACES THATREMAIN AFTER THE DEMOLITION OF INTERIORCONSTRUCTION SHALL BE PREPARED STRAIGHT, PLUMB ANDTRUE AND OTHERWISE SUITABLE TO RECEIVE THE NEWCONSTRUCTION WITHOUT ADDITIONAL DEMOLITION.
EXISTING TO REMAIN
DEMOLITION PLAN LEGEND
EXISTING TO BE DEMOLISHED
NOTES:- CONTRACTOR TO VERIFY EXISTING CONDITIONS IN THE FIELD PRIORTO DEMOLITION & CONSTRUCTION.
EXISTING DOORS TO BE DEMOLISHED
DEMOLITION ELEVATION LEGEND AND NOTES
EXISTING AREAS TO BE DEMOLISHED
EXISTING ELEMENTS TO BEDEMOLISHED
1. DEMOLISH EXISTING SIDING TO EXISTING EXTERIORSHEATHING AT ALL EXTERIOR WALLS, U.O.N.
2. DEMOLISH EXISTING TRIM AROUND EXISTING WINDOWSAND DOORS TO REMAIN.
EXISTING AREAS TO BE DEMOLISHED
Project number
DateDrawn byChecked byScale
ARCHITECT
17 IVALOO STREET SUITE 400SOMERVILLE, MA 02143
TELEPHONE: 617-591-8682 FAX: 617-591-2086
CLIENT
PROJECT NAME
PROJECT ADDRESS
REVISIONS
REGISTRATION
CONSULTANTS:
COPYRIGHT KDI © 2018THESE DRAWINGS ARE NOW AND DOREMAIN THE SOLE PROPERTY OF KHALSADESIGN INC. USE OF THESE PLANS OR ANYFORM OF REPRODUCTION OF THIS DESIGNIN WHOLE OR IN PART WITHOUT EXPRESSWRITTEN CONSENT IS PROHIBITED ANDSHALL RESULT IN THE FULLEST EXTENT OFPROSECUTION UNDER LAW
2/12
/201
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Demolition Plansand Elevations
1700802-12-2018
AS/TMCJSK
17-19 Walk Hill Residences
17-19 Walk HillResidences
CRM
17-19 Walk Hill St. JP,Boston
1/8" = 1'-0"1 Basement Demolition Plan 1/8" = 1'-0"2 1st Floor Demolition Plan
1/8" = 1'-0"3 2nd Floor Demolition Plan 1/8" = 1'-0"4 3rd Floor Demolition Plan
1/8" = 1'-0"5 Roof Demolition Plan
1/8" = 1'-0"6 Demolition East Elevation 1/8" = 1'-0"7 Demolition South Elevation
1/8" = 1'-0"8 Demolition West Elevation 1/8" = 1'-0"9 Demolition North Elevation
No. Description Date