HomeMy WebLinkAboutAP-2025-019 Barnstable Black Belt LLC - PlansLOCUS
N63°
1
0'
2
0"
E
67.01'
N63°
1
0'
2
0"
E
72.56'CENTER STREET
(1947
TOWN
L
.O
.
-
50
'
W
IDE
)WILLOW
AVE
(50
'
W
IDE
)
DYNAF
L
O
W
D
R
I
V
E
(40' W
I
D
E
)
MAP 327
LOT 65
7,530± S.F.
MAP 327
LOT 66EX.
EDGE
OF
PAVEMENTEX.
EDGE
OF
PAVEMENTS29°
02
'
10
"E33.76
'L=74.89R=1948.79U.P. #4S
U.P. #61/4
U.P. #61/3
GRAVEL PARKING AREA24"16"
EX. F
E
N
C
E SIDEWALK
TREELINE
36
36
35
3
4 3332313028
35
34
33
32
31
30
2
9
353433323130282829
30313233343536"DYNAFLOW DR /
WILLOW AVE"
S
15"
PVC
SEWER
MA
IN
(APPROX
.
LOCAT
ION
)12"
RCP
WATER
MA
IN
(APPROX
.
LOCAT
ION
)87'
36'
12'
24'80'7'
Benchmark
Nail in Tree
Elev. = 37.44'
NAVD 88
PROPOSED 2" (PE 200 PSI BLACK CTS
SDR-9 TUBING W/ 14 GAUGE WIRE)
DOMESTIC WATER SERVICE LINE
PROPOSED 4" D.I. FIRE
PROTECTION SERVICE LINE
PROPOSED
CURB STOP
PROPOSED 4" TAPPING
SLEEVE & GATE VALVE
PROPOSED 2"
CORPORATION STOP W/
STAINLESS STEEL WRAP
#79
PROPOSED
APARTMENT
BUILDING
(9 UNITS)
FFE = 37.5'
BFE = 28.83'14.2
'
7.0'14.3
'8.0
'8.0
'
19.0'9.0
'
19.0'10 SPACES
PROPOSED BIT. PARKING LOT
EX. CONC.
WALL TO BE
REMOVED
PROPOSED RETAINING
WALL & FENCE
TOP WALL = 37.0'
BOT. WALL = 32.0'3636 3433329.7'6.8
'14.9
'
25.7'
24.4'VANPROPOSED
6" PVC
SEWER LINE
PROPOSED SAMPLING
MANHOLE
RIM = 28.6'
INV. IN & OUT = 24.9'
PROPOSED SUBSURFACE
INFILTRATION SYSTEM #1
(3) SC-740 CHAMBERS
(6.3' x 23.4')373729STAI
R
S 293
1
32
33
PROPOSED HANDICAP SIGNPROPOSED 5
'
WALKWAY
PROPOSED INSPECTION
PORT (TYP)
36.3 36x9'37x4'37x4'36x9'RAMP31303'
M
IN
.
RELOCATE
GUY WIRE
(BY OTHERS)
TOP OF
SEWER PIPE
= 19.2'±
PROPOSED SUBSURFACE
INFILTRATION SYSTEM #2
(2) SC-740 CHAMBERS
(6.3' x 16.2')
PROPOSED INSPECTION
PORT (TYP)
PROPOSED SUBSURFACE
INFILTRATION SYSTEM #3
(5) SC-740 CHAMBERS
(6.3' x 37.6')
PROPOSED INSPECTION
PORT (TYP)S26° 52
'
00
"E108.50
'
PROPOSED STC 450i
STORMCEPTOR
RIM = 35.2'35x6'35x7'35x5'36x3'36x4'36x2'36x1'36x2'36x0'36x4'36x5'36x3'
PROPOSED 4'
WIDE WALKWAY
(TYP)STOOPSTOOPINDIVIDUAL
TRASH CAN
STORAGE
LOCATION 37x0'30RIDGEWOOD AVE(40' WIDE)
60'±
EX. FIRE
HYDRANT
8.0
'
16.0'COMPACTSPACEPROPOSED CAPE COD BERM
35
35x3'
35x5'INV. OUT = 25.0'
INV. IN = 24.6'
WATER LINES SET 5' BELOW GRADE
BOTTOM OF PIPE = 22.0'±
28x5'
28x4'
28x7'
28x6'
28x5'
28x4'
PITCH WALKWAY (TYP)
WATER LINES TO BE SLEEVED 10' ON
EITHER SIDE OF THE UTILITY CROSSING
IF THERE IS NOT A 12" MIN. VERTICAL
SEPARATION FROM BOTTOM OF WATER
PIPES TO TOP OF SEWER PIPE
28x5'
28x4'
LOCUS MAP
SCALE 1" = 1000'
EDWARD L. PESCE, P.E. DATE
JOB NO: 7638
FIELD:
DATE: MAY 23, 2024
DRAWN: SJI
CHECK: ELP
CALC./DESIGN: ELP
PREPARED FOR:
BARNSTABLE BLACK BELT, LLC
67 WILLOW AVE, UNIT A
HYANNIS, MA 02601
ENGINEERING BY:
SHEET 1 OF 3
ZONING SCHEDULE
DOWNTOWN MAIN STREET DISTRICT (DMS)
PROPOSED
SITE PLAN
AT
79 CENTER STREET
IN
HYANNIS,
MASSACHUSETTS
(BARNSTABLE COUNTY)
DESC.DATENo.
REVISIONS:
LAYOUT PLAN
PARKING CALCULATIONS
9 DWELLING UNITS (D.U.) X 1 SPACE / D.U. = 9 SPACES
TOTAL SPACES REQUIRED = 9 SPACES
TOTAL SPACES PROVIDED = 10 SPACES (INCLUDES 1 HANDICAP SPACE)
OWNER OF RECORD:
92 BARNSTABLE ROAD LLC
C/O RODNEY CORSON
44 QUAIL ROAD
OSTERVILLE, MA 02655
FEMA FLOOD ZONE:
X
AS SHOWN ON COMMUNITY PANEL:
#25001C0568J (dated 7-16-2014)
ASSESSOR'S MAP & LOT:
MAP 327, LOT 65
DEED REFERENCE:
L.C. CERTIFICATE #C184436
PLAN REFERENCES:
L.C. PLAN #9132-A2
L.C. PLAN #11106-B
ZONING DISTRICT:
DOWNTOWN MAIN STREET (DMS)
LAND SURVEYING BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
E. WAREHAM, MA 02538L.C. PLAN #9132-A2MIN. LOT WIDTH 30'
LOT REQUIRED
MAX. LOT COVERAGE 100%
MIN. PRIMARY FRONTAGE (CENTER ST)80%
MAX. PRIMARY FRONT SETBACK (CENTER ST)0-15'
MIN. SIDE SETBACK 0'
MIN. REAR SETBACK 0'
MAX. BUILDING WIDTH 180'
4MAX. STORIES
108.65'
PROPOSED
80.0%
80.1%
7.0'
14.3'
N/A
87.0'
3
10'MIN. GROUND STORY HEIGHT 10.0'
10'MIN. UPPER STORY HEIGHT 10.0'
60%MIN. PRIMARY GROUND STORY FENESTRATION (CENTER ST)*36.43%
15%MIN. UPPER STORY FENESTRATION (CENTER ST)19.76%
20'MAX. BLANK WALL < 20'
PRINCIPAL BUILDING SETBACKS REQUIRED PROPOSED
MAX. SECONDARY FRONT SETBACK (DYNAFLOW DRIVE)0-15'6.8'
BUILDING FORM REQUIRED PROPOSED
BUILDING FEATURES REQUIRED PROPOSED
15%MIN. SECONDARY GROUND STORY FENESTRATION (DYNAFLOW DRIVE)17.30%
MIN. SECONDARY FRONTAGE (DYNAFLOW DRIVE)40%53.7%
SITE PLAN REVIEW COMMENTS8-9-241
SITE PLAN REVIEW COMMENTS8-28-242
*RELIEF REQUESTED FROM ZONING BYLAW
FACADE BUILDOUT REQUIRED PROPOSED
HYDRANT / DRAINAGE DETAIL9-6-243
SITE PLAN REVIEW COMMENTS10-16-244
SITE PLAN REVIEW COMMENTS11-5-245
U.
P
.
#
4
S
24"
16
"
EX. FENCE
S
VANSTAIRSWillow AvenueDynaflow Drive Center StreetProposed Apartment Building18" WIDE CRUSHEDSTONE MULCH TOMEET FIRE CODE, TYP.LOAM &SEED, TYP.TRASH RECEPTACLESTORAGE (SEE ENG'S PLAN)LOAM &SEED, TYP.LOAM &SEED, TYP.Property Line,Typ.6 - RF-G4 - SS5 - IC-HO2 - SS2 - IV-RS1 - AR-A3 - IV-RS2 - CA-H1 - AR-A8 - RF-G3 - IC-HO4 - SS1 - AR-A1 - AR-A1 - TO-EG3 - IC-HO3 - VD-BM3 - VD-BM7 - IG-S2 - SS6 - PF-PB1 - UA-P11 - JH-BH5 - PV-S5 - IG-SCODEQTYBOTANICAL NAMECOMMON NAMECONTCALPLANT SIZETREESAR-A4Acer rubrum 'Armstrong'Armstrong Red MapleB & B3-3.5" CAL.UA-P1Ulmus americana 'Princeton'Princeton American ElmB & B3-3.5" CAL.SHRUBSCA-H2Clethra alnifolia 'Hummingbird'Hummingbird SummersweetCont.18-24" HT.IC-HO11Ilex crenata 'Hoogendorn'Hoogendorn Japanese HollyCont.2-2.5` SPD.IG-S12Ilex glabra 'Shamrock'Shamrock Inkberry HollyCont.2-2.5` HT.IV-RS5Ilex verticillata 'Red Sprite'Red Sprite WinterberryCont.2-2.5` HT.JH-BH11Juniperus horizontalis 'Bar Harbor'Bar Harbor Creeping JuniperCont.18-24" SPD.PF-PB6Potentilla fruticosa 'Pink Beauty'Pink Beauty Bush CinquefoilCont.15-18" HT.PV-S5Panicum virgatum 'Shenandoah'Shenandoah Switch Grass2 GALSS12Schizachyrium scopariumLittle Bluestem2 GALTO-EG1Thuja occidentalis 'Smaragd'Emerald Green ArborvitaeB & B5-6` HT.VD-BM6Viburnum dentatum 'Blue Muffin'Blue Muffin Arrowwood ViburnumB & B2-2.5` HT.PERENNIALS / GROUND COVERSRF-G14Rudbeckia fulgida sullivantii 'Goldsturm'Goldsturm Coneflower1 GAL.PLANT SCHEDULE1" = 10'-0"L1PlantingPlanSagamore, MA508-833-8800info@hawkdesigninc.comLand PlanningLandscape ArchitectureHawk Design, Inc.Drawn By:Checked By:Scale:BNLBNL9/5/24Base information provided electronically by: PesceEngineering & Associates of West Dennis, MAHAWK DESIGN, INC. 2024THIS DRAWING AND ALL INFORMATION CONTAINEDHEREON IS PROPRIETARY INFORMATION OF HAWKDESIGN, INC. AND MAY NOT BE COPIED ORREPRODUCED, EITHER IN WHOLE OR IN PART, BYANY METHOD, WITHOUT WRITTEN PERMISSION OFHAWK DESIGN, INC.Sheet:DescriptionDateNum.Revisions:Date: 79 Center Street
Hyannis, Massachusetts
Barnstable Black Belt LLC, 67 Willow Ave., Hyannis, MA Revise planting plan10/30/241.0SCALE: feet1020301" = 10'Zoning Information:DISTRICT: DOWNTOWN MAIN STREET DISTRICT (DMS)SECTION 240-24.1.6.G.1: 1 CANOPY TREE PER EVERY 30' OF FRONTAGEPRIMARY FRONTAGE (CENTER ST.): 108 L.F. / 30 L.F = 3.6 REQUIRED TREES (4 PROPOSED)SECONDARY FRONTAGE (DYNAFLOW DR.): 67 L.F. / 30' O.C. = 2.2 REQUIRED TREES (1 PROPOSED)
PROPOSED 1ST
FLOOR
1' -0"
PROPOSED 2ND
FLOOR
11' -0"
PROPOSED ATTIC
21' -0"
PROP. ROOF TOP
29' -11"
REAR ELEVATION
1ST FLOOR
ENTIRE WALL: 841,00 sf
OPENINGS: 221,59 sf
FENESTRATION: 26,34%
REAR ELEVATION
2ND FLOOR
ENTIRE WALL: 796,88 sf
OPENINGS: 147,20 sf
FENESTRATION: 18,47%
WILLOW AVE
GRADE
0' -0"
PROPOSED 1ST
FLOOR
1' -0"
PROPOSED
BASEMENT
-9' -0"
PROPOSED 2ND
FLOOR
11' -0"
PROPOSED ATTIC
21' -0"
PROP. ROOF TOP
29' -11"
FRONT ELEVATION
2ND FLOOR
ENTIRE WALL: 796,88 sf
OPENINGS: 157,48 sf
FENESTRATION: 19,76%
FRONT ELEVATION
1ST FLOOR
ENTIRE WALL: 841,00 sf
OPENINGS: 242,39 sf
FENESTRATION: 28,82%
FRONT ELEVATION
BASEMENT
ENTIRE WALL: 868,33 sf
OPENINGS: 305,84 sf
FENESTRATION: 36,43%
PROPOSED 1ST
FLOOR
1' -0"
PROPOSED
BASEMENT
-9' -0"
PROPOSED 2ND
FLOOR
11' -0"
PROPOSED ATTIC
21' -0"
PROP. ROOF TOP
29' -11"
RIGHT ELEVATION
2ND FLOOR
ENTIRE WALL: 336,89 sf
OPENINGS: 53,74 sf
FENESTRATION: 15,95%
RIGHT ELEVATION
1ST FLOOR
ENTIRE WALL: 349,61 sf
OPENINGS: 53,73 sf
FENESTRATION: 15,36%
RIGHT ELEVATION
BASEMENT
ENTIRE WALL: 348,20 sf
OPENINGS: 60,24 sf
FENESTRATION: 17,30%
PROPOSED 1ST
FLOOR
1' -0"
PROPOSED
BASEMENT
-9' -0"
PROPOSED 2ND
FLOOR
11' -0"
PROPOSED ATTIC
21' -0"
PROP. ROOF TOP
29' -11"10' - 0"10' - 0"10' - 0"8' - 11"RIGHT ELEVATION
2ND FLOOR
ENTIRE WALL: 260,42 sf
OPENINGS: 30,34 sf
FENESTRATION: 11,65%
RIGHT ELEVATION
1ST FLOOR
ENTIRE WALL: 349,61 sf
OPENINGS: 49,34 sf
FENESTRATION: 14,11%
RIGHT ELEVATION
BASEMENT
ENTIRE WALL: 348,19 sf
OPENINGS: 41,67 sf
FENESTRATION: 11,96%
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#
DATE:
DRAWN BY:
DESCRIPTION
FOR PERMIT ONLY
NOT FOR CONSTRUCTION
Lewis Colten AIA
A R C H I T E C T
9 Vernon Street,
Framingham, MA 01701
Phone: 508-596-7220
E-Mail:
Lewcoltenaia@gmail.com
As indicated
79CE-HY-24
0.1
GENERAL NOTES AND
FENESTRATION
NEW
CONSTRUCTION
79 CENTER ST,
HYANNIS -MA -
02601
01/29/2025
revision2
GENERAL MECHANICAL / HVAC NOTES
CONTRACTOR TO COORDINATE ALL MECHANICAL DUCTWORK WITH OWNER AND ARCHITECT.
PROVIDE CODE SPECIFIED FRESH AIR INTAKE PER PERSON TO ALL OCCUPIED SPACES.
SEE SPECIFICATIONS FOR ADDITIONAL MECHANICAL / HVAC REQUIREMENTS.
GENERAL PLUMBING NOTES
PROVIDE ROUGH PLUMBING, FINISH PLUMBING AND FIXTURES AS SHOWN ON DRAWINGS.
ALL PIPING SHALL BE CONCEALED IN WALLS, FLOORS, CEILINGS OR PIPE CHASES.
PROVIDE ESCUTCHEONS AT PIPING PENETRATIONS THROUGH WALLS.
PROVIDE FROST-PROOF HOSE BIBS WHERE INDICATED.
SEE SPECIFICATIONS FOR ADDITIONAL PLUMBING REQUIREMENTS.
GENERAL ELECTRICAL NOTES
PROVIDE COMPLETE ELECTRIC PANELBOARD WITH TRIM -SIZE OF PANEL BOARD AS NOTED IN
SPECIFICATIONS. CONTRACTOR TO LOCATE ELECTRICAL SERVICES AND METERS AS SHOWN ON
DRAWINGS.
REFER TO MOUNTING HEIGHT SCHEDULE FOR HEIGHTS OF ELECTRICAL COMPONENTS.
INSTALLATION OF OUTLET BOXES BACK TO BACK IS NOT PERMITTED.
ALL WIRING SHALL BE CONCEALED IN ALL FINISHED AREAS.
PROVIDE ALL GROUNDING INCLUDING GREEN EQUIPMENT.
CONTRACTOR SHALL PROVIDE ALL NECESSARY FIXTURE ACCESSORIES.
CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY PERMITS AND INSPECTIONS.
MAINTAIN CORRECT PHASING SEQUENCE OF ALL FEEDERS AND CIRCUITS BY ESTABLISHED
PHASE IDENTIFICATION AND MAINTAIN CORRECT RELATIONSHIP THROUGHOUT THE SYSTEM.
PROVIDE LINE BALANCE WITHIN 10% OF NORMAL LOADS.
SUPPORT INSULATED CONDUCTOR WIRE EVERY 4 FEET AND WITHIN 1 FOOT OF ALL BOXES.
PROVIDE OUTLET BOX SUPPORT BRACKETS, COUPLINGS AND CONNECTORS WITH STEEL SET
SCREWS -DIE CAST FITTINGS ARE NOT ACCEPTABLE.
IN ADDITION TO ALL DEDICATED CIRCUITS REQUIRED BY CODE, PROVIDE DEDICATED 20 AMP
CIRCUIT FOR REFRIGERATOR LOCATIONS AS INDICATED ON DRAWINGS.
COORDINATE POWER REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT.
ALL CABLE TELEVISION AND TELEPHONE ROUTING SHALL BE MADE WITH HOMERUNS, WIRED
(CABLED) FROM ONE CENTRAL LOCATION ON THE OUTSIDE OF THE HOME (5 FT. MAX FROM
ELECTRICAL METER PAN) TO EACH OUTLET LOCATION WITHIN THE HOME. COAXIAL CABLE SHALL
BE RG-6 QUAD SHIELD CABLE.
SEE SPECIFICATIONS FOR ADDITIONAL ELECTRICAL REQUIREMENTS.
GENERAL LIFE SAFETY NOTES
THIS BUILDING SHALL BE PROVIDED WITH SMOKE AND CARBON MONOXIDE (CO)
DETECTORS, INSTALLED IN ACCORDANCE WITH NFPA 72, AND NFPA 720, 2003 EDITION, AT
THE DIRECTION, AND TO THE SATISFACTION OF, THE LOCAL AUTHORITY HAVING
JURISDICTION (AHJ).
THE SMOKE AND CARBON MONOXIDE (CO) DETECTOR LOCATIONS SHOWN ON THE
DRAWINGS ARE DIAGRAMMATIC ONLY. FINAL LOCATIONS SHALL BE APPROVED BY THE
LOCAL AUTHORITY HAVING JURISDICTION (AHJ).
THE GENERAL CONTRACTOR SHALL FURNISH, LOCATE AND INSTALL APPROVED, CODE
COMPLIANT FIRE EXTINGUISHERS. SUCH EXTINGUISHERS SHALL BE FULLY COORDINATED
WITH AND APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION.
SEE SPECIFICATIONS FOR ADDITIONAL DETECTION AND LIFE SAFETY REQUIREMENTS.
1" = 10'-0"1 FENESTRATION -REAR ELEVATION
1" = 10'-0"2 FENESTRATION -FRONT ELEVATION
1/8" = 1'-0"4 FENESTRATION -RIGHT ELEVATION
1/8" = 1'-0"3 FENESTRATION -LEFT ELEVATION
FRONTAGE TYPE:
PER TABLE 11
GALLERY
FRONTAGE TYPE:
PER TABLE 11
ENTRY PLAZA
36' - 0"80' - 0"
87' - 0"12' - 0"24' - 0"1
A12
UNIT 01 UNIT 02 UNIT 03
SD
SD
SD
SD
ELECTRICAL /
STORAGE
SD
SD
SD SD
SD
ENTRANCE
DOOR
ENTRANCE
DOOR
ENTRANCE
DOOR
64 SF
ELECTRICAL
22 SF
STORAGE
NEW 12"
CONCRETE
FOUNDATION
NEW 2X4 TYP
INTERIOR WALL
W/ GYP BD AND
PLASTER ON
BOTH SIDES
NEW 2X6 TYP
INTERIOR WALL
W/ GYP BD AND
PLASTER ON
BOTH SIDES
NEW 2X6 TYP EXTERIOR WALL
W/ VINYL CLAPBOARD EXT
AND (UL305 FIRE RESISTANCE
1 HOUR) WITH 2 LAYERS 5/8"
TYPE X GYP BD
NEW 2X6 TYP
EXTERIOR WALL W/
VINYL SHINGLE
SIDING
NEW MATE
WALL NEW (2X4
STUD) -10 1/4''
NEW STAIR
WALL NEW
(UL U301) -6''
2 4
2 4
2 6
2 6
2 6
2 6 2 6
2 6 2 4
2 4
2 4
2 4
2 6
2 6
4 1/2''6 1/2''7"4 5/8''6''7"4 5/8''1''
10 1/4''
12''
-1/2" GYP BD.
-2X WD STUDS @ 16" O.C.
-ADD ACOUSTIC BATT
INSULATION BTWN
BEDROOMS &
BATHS/COMMON AREAS
&
ABUTTING APARTMENTS
-1/2" GYP BD.
-2X WD STUDS @ 16" O.C.
-ADD ACOUSTIC BATT
INSULATION BTWN
BEDROOMS &
BATHS/COMMON AREAS
&
ABUTTING APARTMENTS
-1/2" WD CLAPBOARD
SIDING
-7/16" ZIP SHEATHING
-2X6 WD STUDS @ 16"
O.C.
-ACOUSTIC BATT
INSULATION, MIN. R-20
VALUE
-(1) LAYER 5/8" TYPE 'X'
GYP BD.
-1/2" WD SHINGLE
SIDING
-7/16" ZIP SHEATHING
-2X6 WD STUDS @ 16"
O.C.
-ACOUSTIC BATT
INSULATION, MIN. R-20
VALUE
-(1) LAYER 5/8" TYPE 'X'
GYP BD.
-5/8" TYPE 'X' GYP BD.
-2X WD STUDS @ 16" O.C.
-ACOUSTIC BATT
INSULATION
-1/2" PLYWD SHEATHING
-1" AIR SPACE
-1/2" PLYWD SHEATHING
-2X4 WD STUDS @ 16"
O.C
-ACOUSTIC BATT
INSULATION
-5/8" TYPE 'X' GYP BD.
-(2) LAYERS 5/8" TYPE 'X'
GYP BD.
-2X4 WD STUDS @ 16"
O.C.
-ACOUSTIC BATT
INSULATION
-(2) LAYERS 5/8", IMPACT
RESISTANT, TYPE 'X' GYP
BD. ON
STAIR SIDE ONLY
-CIP CONCRETE
FOUNDATION
AS
NEEDED
TO
EQUAL
5.7
SQUARE
FEET
(5.0 for
exception
above)
20" NET CLEAR
OPENABLE WIDTH
OPENABLE
AREA
5.7 SQ. FT.
MINIMUM
AS NEEDED TO
EQUAL 5.7 SQUARE FEET
(5.0 for exception above)
OPENABLE
AREA
5.7 SQ. FT.
MINIMUM
24"
CLEAR
MIN.
FLOOR
SILL HEIGHT
44" MAXIMUM
TO CLEAR OPENING
EGRESS PATH
CEILING MOUNTED EXIT SIGN
WALL MOUNTED EXIT SIGN
CEILING MOUNTED DIRECTION EXIT SIGN
WALL MOUNTED EMERGENCY LIGHTING
EXIT
FIRE EXTINGUISHERFEC
T
FIRE ALARM PULL STATION
FIRE ALARM STROBE MOUNTED 7' A.F.F.
FIRE ALARM STROBE CEILING MOUNTED
THERMOSTAT LOCATION
P
F
F
SD
SD
SD
HARD WIRED COMBINATION OF
SMOKE DETECTOR AND CARBON
MONOXIDE DETECTOR
S SMOKE DETECTOR
LIFE SAFETY FIXTURES LEGEND
NOTE: ALL EMERGENCY LIGHT AND EXIT
LIGHT ARE ON HARD WIRED, BATTERY
BACKUP
NEW 2X4 TYP INTERIOR WALL W/ GYP BD AND PLASTER ON BOTH SIDES
NEW 2X6 TYP INTERIOR WALL W/ GYP BD AND PLASTER ON BOTH SIDES
NEW 2X6 TYP EXTERIOR WALL TANDO POLYMER COMPOSITE SHINGLE SIDING
AND (UL305 FIRE RESISTANCE 1 HOUR) WITH 2 LAYERS 5/8" TYPE X GYP BD
NEW 12" CONCRETE FOUNDATION
NEW MATE WALL NEW (2X4 STUD) (UL U407) -10 1/4''
NEW STAIR WALL NEW (UL U301) -2X4
NOTE: GWB TO BE FIRE CODE TYPE X
WALL LEGEND:
1/4" = 1'-0"1 PROPOSED BASEMENT
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#
DATE:
DRAWN BY:
DESCRIPTION
FOR PERMIT ONLY
NOT FOR CONSTRUCTION
Lewis Colten AIA
A R C H I T E C T
9 Vernon Street,
Framingham, MA 01701
Phone: 508-596-7220
E-Mail:
Lewcoltenaia@gmail.com
As indicated
79CE-HY-24
A2
PROPOSED BASEMENT
NEW
CONSTRUCTION
79 CENTER ST,
HYANNIS -MA -
02601
01/29/2025
revision2
WALL TYPES LEGEND
3" = 1'-0"
EGRESS WINDOW
APPLICABLE BUILDING CODES
THE FOLLOWING PLANS WERE PREPARED IN ACCORDANCE WITH THE FOLLOWING APPLICABLE CODES:
BUILDING CODE: 2015 INTERNATIONAL EXISTING BUILDING CODE WITH MASSACHUSETTS AMENDMENTS -9TH EDITION
PLUMGINB CODE: 248 CMR 10.00: UNIFORM STATE PLUMBING CODE
MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE WITH MASSACHUSETTS AMENDMENTS -9TH EDITION
ELECTRICAL CODE: 2023 NFPA 70 (527CMR 12.00 STATE ELECTRICAL CODE
ACCESSIBILITY CODE: 521 CMR -THE RULES AND REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD
IN ACCORDANCE WITH THE 780 CMR §916.1 EMERGENCY
RESPONDER RADIO COVERAGE IS TO BE PROVIDED
THROUGHOUT THE BUILDING
UP
DN
UP
36' - 2"ENTRANCE
UNIT 07
ENTRANCE
UNIT 08
87' - 2"12' - 2"24' - 0"1
A12
ENTRANCE
UNIT 04
ENTRANCE
UNIT 05
ENTRANCE
UNIT 06
ENTRANCE
UNIT 09
21' - 11 1/8"21' - 5 1/4"21' - 5 1/4"11' - 7 5/8"
UNIT 04 UNIT 05 UNIT 06
UNIT 09
1ST FLOOR
SD
SD
SD
SD
SDSDSD
NOTE:
STAIRS WALLS
TO BE 1-HOUR
FIRE RATED
NOTE:
STAIRS WALLS
TO BE 1-HOUR
FIRE RATED
RAILING 3'-6"RAILING 3'-6"RAILING 3'-6"RAILING 3'-6"RAILING 3'-6"
RAILING 3'-6"
SD SD SD SD SD SD
SD
AS
NEEDED
TO
EQUAL
5.7
SQUARE
FEET
(5.0 for
exception
above)
20" NET CLEAR
OPENABLE WIDTH
OPENABLE
AREA
5.7 SQ. FT.
MINIMUM
AS NEEDED TO
EQUAL 5.7 SQUARE FEET
(5.0 for exception above)
OPENABLE
AREA
5.7 SQ. FT.
MINIMUM
24"
CLEAR
MIN.
FLOOR
SILL HEIGHT
44" MAXIMUM
TO CLEAR OPENING
EGRESS PATH
CEILING MOUNTED EXIT SIGN
WALL MOUNTED EXIT SIGN
CEILING MOUNTED DIRECTION EXIT SIGN
WALL MOUNTED EMERGENCY LIGHTING
EXIT
FIRE EXTINGUISHERFEC
T
FIRE ALARM PULL STATION
FIRE ALARM STROBE MOUNTED 7' A.F.F.
FIRE ALARM STROBE CEILING MOUNTED
THERMOSTAT LOCATION
P
F
F
SD
SD
SD
HARD WIRED COMBINATION OF
SMOKE DETECTOR AND CARBON
MONOXIDE DETECTOR
S SMOKE DETECTOR
LIFE SAFETY FIXTURES LEGEND
NOTE: ALL EMERGENCY LIGHT AND EXIT
LIGHT ARE ON HARD WIRED, BATTERY
BACKUP
NEW 2X4 TYP INTERIOR WALL W/ GYP BD AND PLASTER ON BOTH SIDES
NEW 2X6 TYP INTERIOR WALL W/ GYP BD AND PLASTER ON BOTH SIDES
NEW 2X6 TYP EXTERIOR WALL TANDO POLYMER COMPOSITE SHINGLE SIDING
AND (UL305 FIRE RESISTANCE 1 HOUR) WITH 2 LAYERS 5/8" TYPE X GYP BD
NEW 12" CONCRETE FOUNDATION
NEW MATE WALL NEW (2X4 STUD) (UL U407) -10 1/4''
NEW STAIR WALL NEW (UL U301) -2X4
NOTE: GWB TO BE FIRE CODE TYPE X
WALL LEGEND:
NEW 12"
CONCRETE
FOUNDATION
NEW 2X4 TYP
INTERIOR WALL
W/ GYP BD AND
PLASTER ON
BOTH SIDES
NEW 2X6 TYP
INTERIOR WALL
W/ GYP BD AND
PLASTER ON
BOTH SIDES
NEW 2X6 TYP EXTERIOR WALL
W/ VINYL CLAPBOARD EXT
AND (UL305 FIRE RESISTANCE
1 HOUR) WITH 2 LAYERS 5/8"
TYPE X GYP BD
NEW 2X6 TYP
EXTERIOR WALL W/
VINYL SHINGLE
SIDING
NEW MATE
WALL NEW (2X4
STUD) -10 1/4''
NEW STAIR
WALL NEW
(UL U301) -6''
2 4
2 4
2 6
2 6
2 6
2 6 2 6
2 6 2 4
2 4
2 4
2 4
2 6
2 6
4 1/2''6 1/2''7"4 5/8''6''7"4 5/8''1''
10 1/4''
12''
-1/2" GYP BD.
-2X WD STUDS @ 16" O.C.
-ADD ACOUSTIC BATT
INSULATION BTWN
BEDROOMS &
BATHS/COMMON AREAS
&
ABUTTING APARTMENTS
-1/2" GYP BD.
-2X WD STUDS @ 16" O.C.
-ADD ACOUSTIC BATT
INSULATION BTWN
BEDROOMS &
BATHS/COMMON AREAS
&
ABUTTING APARTMENTS
-1/2" WD CLAPBOARD
SIDING
-7/16" ZIP SHEATHING
-2X6 WD STUDS @ 16"
O.C.
-ACOUSTIC BATT
INSULATION, MIN. R-20
VALUE
-(1) LAYER 5/8" TYPE 'X'
GYP BD.
-1/2" WD SHINGLE
SIDING
-7/16" ZIP SHEATHING
-2X6 WD STUDS @ 16"
O.C.
-ACOUSTIC BATT
INSULATION, MIN. R-20
VALUE
-(1) LAYER 5/8" TYPE 'X'
GYP BD.
-5/8" TYPE 'X' GYP BD.
-2X WD STUDS @ 16" O.C.
-ACOUSTIC BATT
INSULATION
-1/2" PLYWD SHEATHING
-1" AIR SPACE
-1/2" PLYWD SHEATHING
-2X4 WD STUDS @ 16"
O.C
-ACOUSTIC BATT
INSULATION
-5/8" TYPE 'X' GYP BD.
-(2) LAYERS 5/8" TYPE 'X'
GYP BD.
-2X4 WD STUDS @ 16"
O.C.
-ACOUSTIC BATT
INSULATION
-(2) LAYERS 5/8", IMPACT
RESISTANT, TYPE 'X' GYP
BD. ON
STAIR SIDE ONLY
-CIP CONCRETE
FOUNDATION
1/4" = 1'-0"1 PROPOSED 1ST FLOOR
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#
DATE:
DRAWN BY:
DESCRIPTION
FOR PERMIT ONLY
NOT FOR CONSTRUCTION
Lewis Colten AIA
A R C H I T E C T
9 Vernon Street,
Framingham, MA 01701
Phone: 508-596-7220
E-Mail:
Lewcoltenaia@gmail.com
As indicated
79CE-HY-24
A5
PROPOSED 1ST FLOOR
NEW
CONSTRUCTION
79 CENTER ST,
HYANNIS -MA -
02601
01/29/2025
revision2
3" = 1'-0"
EGRESS WINDOW
APPLICABLE BUILDING CODES
THE FOLLOWING PLANS WERE PREPARED IN ACCORDANCE WITH THE FOLLOWING APPLICABLE CODES:
BUILDING CODE: 2015 INTERNATIONAL EXISTING BUILDING CODE WITH MASSACHUSETTS AMENDMENTS -9TH EDITION
PLUMGINB CODE: 248 CMR 10.00: UNIFORM STATE PLUMBING CODE
MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE WITH MASSACHUSETTS AMENDMENTS -9TH EDITION
ELECTRICAL CODE: 2023 NFPA 70 (527CMR 12.00 STATE ELECTRICAL CODE
ACCESSIBILITY CODE: 521 CMR -THE RULES AND REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD
WALL TYPES LEGEND
IN ACCORDANCE WITH THE 780 CMR §916.1 EMERGENCY
RESPONDER RADIO COVERAGE IS TO BE PROVIDED
THROUGHOUT THE BUILDING
DN DN
80' - 2"
DOORS
AT 1ST FLOOR
ENTRANCE TO UNITS 07 AND 08
36' - 2"87' - 2"12' - 2"7' - 0"
1
A12
UNIT 07 UNIT 08 UNIT 09
2ND FLOOR
EXIT EXIT EXIT
SD SD SD
SD SD
SD
OPEN
TO
BELOWRAILING 3'-6"
RAILING 3'-6"
SD
SD
SD SD
SD
NEW 12"
CONCRETE
FOUNDATION
NEW 2X4 TYP
INTERIOR WALL
W/ GYP BD AND
PLASTER ON
BOTH SIDES
NEW 2X6 TYP
INTERIOR WALL
W/ GYP BD AND
PLASTER ON
BOTH SIDES
NEW 2X6 TYP EXTERIOR WALL
W/ VINYL CLAPBOARD EXT
AND (UL305 FIRE RESISTANCE
1 HOUR) WITH 2 LAYERS 5/8"
TYPE X GYP BD
NEW 2X6 TYP
EXTERIOR WALL W/
VINYL SHINGLE
SIDING
NEW MATE
WALL NEW (2X4
STUD) -10 1/4''
NEW STAIR
WALL NEW
(UL U301) -6''
2 4
2 4
2 6
2 6
2 6
2 6 2 6
2 6 2 4
2 4
2 4
2 4
2 6
2 6
4 1/2''6 1/2''7"4 5/8''6''7"4 5/8''1''
10 1/4''
12''
-1/2" GYP BD.
-2X WD STUDS @ 16" O.C.
-ADD ACOUSTIC BATT
INSULATION BTWN
BEDROOMS &
BATHS/COMMON AREAS
&
ABUTTING APARTMENTS
-1/2" GYP BD.
-2X WD STUDS @ 16" O.C.
-ADD ACOUSTIC BATT
INSULATION BTWN
BEDROOMS &
BATHS/COMMON AREAS
&
ABUTTING APARTMENTS
-1/2" WD CLAPBOARD
SIDING
-7/16" ZIP SHEATHING
-2X6 WD STUDS @ 16"
O.C.
-ACOUSTIC BATT
INSULATION, MIN. R-20
VALUE
-(1) LAYER 5/8" TYPE 'X'
GYP BD.
-1/2" WD SHINGLE
SIDING
-7/16" ZIP SHEATHING
-2X6 WD STUDS @ 16"
O.C.
-ACOUSTIC BATT
INSULATION, MIN. R-20
VALUE
-(1) LAYER 5/8" TYPE 'X'
GYP BD.
-5/8" TYPE 'X' GYP BD.
-2X WD STUDS @ 16" O.C.
-ACOUSTIC BATT
INSULATION
-1/2" PLYWD SHEATHING
-1" AIR SPACE
-1/2" PLYWD SHEATHING
-2X4 WD STUDS @ 16"
O.C
-ACOUSTIC BATT
INSULATION
-5/8" TYPE 'X' GYP BD.
-(2) LAYERS 5/8" TYPE 'X'
GYP BD.
-2X4 WD STUDS @ 16"
O.C.
-ACOUSTIC BATT
INSULATION
-(2) LAYERS 5/8", IMPACT
RESISTANT, TYPE 'X' GYP
BD. ON
STAIR SIDE ONLY
-CIP CONCRETE
FOUNDATION
AS
NEEDED
TO
EQUAL
5.7
SQUARE
FEET
(5.0 for
exception
above)
20" NET CLEAR
OPENABLE WIDTH
OPENABLE
AREA
5.7 SQ. FT.
MINIMUM
AS NEEDED TO
EQUAL 5.7 SQUARE FEET
(5.0 for exception above)
OPENABLE
AREA
5.7 SQ. FT.
MINIMUM
24"
CLEAR
MIN.
FLOOR
SILL HEIGHT
44" MAXIMUM
TO CLEAR OPENING
EGRESS PATH
CEILING MOUNTED EXIT SIGN
WALL MOUNTED EXIT SIGN
CEILING MOUNTED DIRECTION EXIT SIGN
WALL MOUNTED EMERGENCY LIGHTING
EXIT
FIRE EXTINGUISHERFEC
T
FIRE ALARM PULL STATION
FIRE ALARM STROBE MOUNTED 7' A.F.F.
FIRE ALARM STROBE CEILING MOUNTED
THERMOSTAT LOCATION
P
F
F
SD
SD
SD
HARD WIRED COMBINATION OF
SMOKE DETECTOR AND CARBON
MONOXIDE DETECTOR
S SMOKE DETECTOR
LIFE SAFETY FIXTURES LEGEND
NOTE: ALL EMERGENCY LIGHT AND EXIT
LIGHT ARE ON HARD WIRED, BATTERY
BACKUP
NEW 2X4 TYP INTERIOR WALL W/ GYP BD AND PLASTER ON BOTH SIDES
NEW 2X6 TYP INTERIOR WALL W/ GYP BD AND PLASTER ON BOTH SIDES
NEW 2X6 TYP EXTERIOR WALL TANDO POLYMER COMPOSITE SHINGLE SIDING
AND (UL305 FIRE RESISTANCE 1 HOUR) WITH 2 LAYERS 5/8" TYPE X GYP BD
NEW 12" CONCRETE FOUNDATION
NEW MATE WALL NEW (2X4 STUD) (UL U407) -10 1/4''
NEW STAIR WALL NEW (UL U301) -2X4
NOTE: GWB TO BE FIRE CODE TYPE X
WALL LEGEND:
1/4" = 1'-0"1 PROPOSED 2ND FLOOR
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#
DATE:
DRAWN BY:
DESCRIPTION
FOR PERMIT ONLY
NOT FOR CONSTRUCTION
Lewis Colten AIA
A R C H I T E C T
9 Vernon Street,
Framingham, MA 01701
Phone: 508-596-7220
E-Mail:
Lewcoltenaia@gmail.com
As indicated
79CE-HY-24
A8
PROPOSED 2ND
FLOOR
NEW
CONSTRUCTION
79 CENTER ST,
HYANNIS -MA -
02601
01/29/2025
revision2
WALL TYPES LEGEND
3" = 1'-0"
EGRESS WINDOW
APPLICABLE BUILDING CODES
THE FOLLOWING PLANS WERE PREPARED IN ACCORDANCE WITH THE FOLLOWING APPLICABLE CODES:
BUILDING CODE: 2015 INTERNATIONAL EXISTING BUILDING CODE WITH MASSACHUSETTS AMENDMENTS -9TH EDITION
PLUMGINB CODE: 248 CMR 10.00: UNIFORM STATE PLUMBING CODE
MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE WITH MASSACHUSETTS AMENDMENTS -9TH EDITION
ELECTRICAL CODE: 2023 NFPA 70 (527CMR 12.00 STATE ELECTRICAL CODE
ACCESSIBILITY CODE: 521 CMR -THE RULES AND REGULATIONS OF THE ARCHITECTURAL ACCESS BOARD
IN ACCORDANCE WITH THE 780 CMR §916.1 EMERGENCY
RESPONDER RADIO COVERAGE IS TO BE PROVIDED
THROUGHOUT THE BUILDING