HomeMy WebLinkAbout20250121 NOI Architectural Plans 64 Greenwood AveJOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
12" = 1'-0"
64GR-HY-24
1.0 COVER SHEETNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision1SHEET LIST
# SHEET NAME
1.0 COVER SHEET
1.1 GENERAL NOTES
1.2 EXISTING BASEMENT
1.3 PROPOSED BASEMENT
1.4 EXISTING 1ST FLOOR
1.5 PROPOSED DEMOLITION - 1ST FLOOR
1.6 PROPOSED 1ST FLOOR
1.7 POOL AREA - 1ST FLOOR
1.8 PROPOSED 2ND FLOOR
64 GREENWOOD AVE, HYANNIS - MASSACHUSSETS - 02601
SCHEMATIC DESIGN SET - DECEMBER 6th, 2024
PROJECT SCOPE:1.0 HOME RENOVATION
SITE CONTEXT:
1- ALL WORK SHALL COMPLY WITH STATE AND LOCAL BUILDING CODES AND REGULATIONS
2- CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND
PROCEDURES.
3- CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS DURING BUILDING CONSTRUCTION AND SHALL
PROVIDE ADEQUATE SHORING AND BRACING TO ENSURE SUCH SAFETY.
4- ALL DIMENSIONS AND SITE CONDITIONS SHALL BE FIELD VERIFIED AND SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR. NOTIFY THE OWNER OR DESIGNER OF ANY DISCREPANCY PRIOR TO COMMENCEMENT OF
WORK.
5- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, AND TO
PROTECT THEM FROM DAMAGE.
6- ALL DETAILS, SECTIONS, NOTES, OR REFERENCE TO OTHER DRAWINGS ARE INTENDED TO BE TYPICAL.
7- DURING CONSTRUCTION, AND PRIOR TO THE INCORPORATION OF ANY CHANGES, REVISIONS, MODIFICATIONS
OR DEVIATION FROM THE CONSTRUCTION DOCUMENT, CONTRACTOR SHALL BRING TO THE ATTENTION OF THE
OWNER OR DESIGNER AND OBTAIN APPROVAL FROM THE BUILDING INSPECTOR BEFORE PROCEEDING WITH THE
WORK.
8- SPECIFIC NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND
TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE
PROJECT.
9- GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION.
10-CONTRACTOR SHALL PERFORM ALL WORKS IN COMPLIANCE:
A- Building: INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 WITH ALL MA AMENDMENTS. Any reference in 780
CMR to the International Residential Code shall be considered reference to 780 CMR 51.00 through 120.00.
B- Architectural Access:MASSACHUSETTS ARCHITECTURAL ACCESS BOARD 521-CMR AND THE AMERICANS WITH
DISABILITIES ACT (ADAAG), WHERE REQUIRED.
C- Mechanical:INTERNATIONAL MECHANICAL CODE (IMC) 2015 WITH 780 CMR - MA MECHANICAL AMENDMENTS.
D- Electrical:
527 CMR 12.00 (2015 NATIONAL ELECTRICAL CODE) Any reference in 780 CMR to the International Electrical Code
shall be considered reference to 527 CMR 12.00: Massachusetts Electrical Code (Amendments).
E- Plumbing: 248 CMR MASSACHUSETTS PLUMBING REGULATIONS Reference to the International Plumbing Code
shall be considered reference to 248 CMR: Board of State Examiners of Plumbers and Gas Fitters.
F- Fire Prevention: INTERNATIONAL FIRE CODE (IFC) AND INTERNATIONAL
MECHANICAL CODE (IMC) 2015 WITH 527 CMR REGULATIONS
AND 780 CMR MA CODE AMENDMENTS
G-Energy: 2018 IECC with MA AMENDMENTS."
GENERAL NOTES:
PROPOSED PROJECT:
SHEET LIST
# SHEET NAME
1.9 EXISTING ROOF AND PROPOSED DEMOLITION
1.10 PROPOSED ROOF PLAN
1.11 EXISTING AND PROPOSED FRONT ELEVATION
1.12 EXISTING AND PROPOSED LEFT ELEVATION
1.13 EXISTING AND PROPOSED RIGHT ELEVATION
1.14 EXISTING AND PROPOSED REAR ELEVATION
1.15 DOORS AND WINDOWS TAG
1.16 FIRE ALARM
A.GENERAL NOTES
1. All work and materials shall conform with state and local codes and regulations, and shall be in accordance with good construction standards;
2. All dimensions to face of stud unless otherwise noted;
3. Verify all dimensions prior to ordering materials and/ or fabrication. Do not scale off drawings. Notify architect of any discrepancies in the plans prior to constructing areas in question.
B.SITE WORKS
1. Excavation & Grading: Excavate for new foundation. Remove all excess soil. Grade surface to direct water away from house. Final finish grading, screened loam and seed, retaining walls, walkways, paving, gravel driveway, and finish landscaping shall be
under separete contract.
C.FLOOR CONSTRUCTION
1. Joists:As noted on framing plan. Galvanized joist and beam hangers for flush framing. Bridging or solid blocking rows between joists every 6 ft.(maximum). (Refer to Table R602,3(1)Fastener Schedule for Structural Members) Joists and hangers
designed by others;
2. Decking: 3/4" T&G CDX plywood or "Advantek" decking glued and nailed to framing. Use 1/2" underlayment board under thin-set tile and VCT. Glue and nail underlayment to subfloor;
3. Insulate: Floors above unconditioned space to min R-30 using closed cell spray foam or per HERS RATER specifications;
4. Finish flooring: As per plan or Owner's selection.
D.WALL CONSTRUCTION
1. Studs: No.2 2x6 KD spruce (SPF) studs @ 16" on center for all exterior wall construction. Interior partitions to be framed with 2x4 studs @ 16" on center, except where indicated, - Refer to Table R602,3(1) Fastener Schedule for Structural Members;
2. Top Plates: Cap walls with double top plate overlapped at corners and intersection with bearing partitions;
3. Sheathing: Install 1/2" exterior grade CDX plywood sheathing, nailed according to requirements of Table R602,3(2) Fastener Schedule for Structural Members. Apply building wrap ("Typar" or "Tyvek") on all exterior wall. Tape seams and apply double
coverage at all corners. Alternatively, use "zip wall" sheathing and joint tape system;
4. Siding: Remove all existing siding on entire home. Prepare for new siding to replace existing. New siding per Owner's selection;
5. Trimboards, casing, and soffits: Per Owner's selection;
6. Thermal barrier: Insulate exterior walls with closed cell spray foam to min. R-30. Insulate interior walls around bathrooms, and all unheated spaces with fiberglass acoustical batts. Insulate all box headers and corner stud framing;
7. Finish: Install 1/2" Blueboard & plaster, prep, primed and painted with 2 finish coats (Colors selected by Owner).
E. ROOF CONSTRUCTION:
1. Framing: See roof framing plans;
2. Ties: Install hurricane ties on each truss and rafter tall and each ridge seat with min. 365# uplift capacity (Simpson' 18 ga. H2.5 hurricane ties, or equal);
3. Sheathing: 5/8" exterior grade plywood sheathing nailed per Table R602,3(1) Fastener Schedule for Structural Members. Nail edges at 6" o.c. along gable ends. Alternatively use zip roof sheathing and joint tape system;
4. Roof Shingles: Install lifetime "Architectural" asphalt, 3 tab roof shingles over 30# felt paper. Verify manufacture's warranty-color to match existing roof;
5. Ice & Water Shield in valleys, over lower 3'-0" of roof edge over all slops with a pitch of less than 4 in 12 and minimum 12" up face of cheek wall;
6. Trim: Match existing. Verify with Owner;
7. Soffits and Porch ceiling: Composite trim boards, panels or beadboard per Owner's selection;
8. Insulation: Insulate roof to min R-60 using closed cell spray foam insulation or per HERS RATER specifications;
9. Finish: Install 1x3 strapping @ 16" on center and 4 mill poly vapor barrier. Install 1/2" Blueboard & veneer plaster. Prep and prime. Apply 2 finish coats. (Colors selected by Owner).
F. DOORS AND WINDOWS:
1. Windows:(Refer to window schedule) Window and ext. doors shall be Energy Star rated and qualify for Federal Tax Credits. Install pre-finished aluminum cap flashing on windows and 6" wide "Vycor" membrane flashing around entire opening sealed to
nailling flange and sheathing window openings. Install bituthane membrane pan flashing at sill;
2. Door sizes: Shall be as noted on plans and be approved by Owner;
3. Wind Pressure Rating: All exterior windows and doors to have min. 30 DP rating, which meet or exceed local wind pressure exposure ratings. Selected manufacturers shall provide product test documentation verifying compliance prior to ordering
materials;
4. Exterior Doors: (see window schedule for exterior glass doors);
5. Interior Doors: Refer to plans for sizing. Owner to approve material, style, and finish.
G. INTERIOR MILLWORK:
1. Trim: Install paint grade window and door casings, and baseboard to match existing;
2. Stairs: Hardwood railing and treads, and painted risers on all finished interior stairs.
H. MECHANICAL, ELECTRICAL & FIRE PROTECTION:
1. HVAC & Plumbing: Review heating system options with owner. Provide all piping, ductwork and fittings as per code. Fixtures and faucets shall be approved by Owner;
2. Electrical: Review electrical options with Owner, install electrical, communication, outlets, switches, lighting, CAT 5 cable and TV jacks as directed by Owner;
3. Light Fixtures: Electrical contractor shall furnish all equipment and fixtures. Final locations of all fixtures to be approved by Owner;
4. Smoke, Heat and CO Detectors: Install hard wired smoke detectors, carbon monoxide and heat detectors as required by the local fire department.
OUTLINE CONSTRUCTION SPECIFICATIONS:
THE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO NOT "SCALE" DRAWINGS TO OBTAIN MISSING INFORMATION OR TO INTERPRET ANY INFORMATION NOT SPECIFICALLY DIMENSIONED FOR EXACT DETAILING, FABRICATION OR
CONSTRUCTION PURPOSES. CONTACT THE DESIGN
ENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDING DEPARTMENT PRIOR TO THE START OF WORK.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. VERIFY AND CONFIRM ALL DIMENSIONS,
ELEVATIONS AND LOCATIONS OF EXISTING BUILDINGS AND OTHER STRUCTURES PRIOR COMMENCING THE WORK. DISCREPANCIES SHALL BE REPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFORE PROCEEDING.
THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE COORDINATION OF ALL RELATED PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THE
CONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND SYSTEMS PRIOR WORK OR ORDERING ANY ITEM AND COORDINATE WITH THE ARCHITECT OR THE RELATED ENGINEER. DO NOT COMMENCE WORK UNTIL CONDITION IS RESOLVED AND
MODIFICATION IF NEEDED IS
APPROVED. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THAT MAY EXIST PRIOR TO COMMENCING THE WORK.
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED FOR PLUMPNESS, STRUCTURAL STABILITY AND
SAFETY WHENEVER REQUIRED TO SUPPORT LOADS AS MAY BE IMPOSED UPON THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETY OF ADJACENT STRUCTURES, PROPERTY, HIS WORKMEN, AND THE PUBLIC, AS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.
THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY EXPERIENCED CONTRACTOR WITH KNOWLEDGE ON THIS TYPE OF WORK. SOULVE PLUS PERSONNEL ARE AVAILABLE TO ANSWER QUESTIONS AND ASSIST THE CONTRACTOR BY EXPLAINING THE
DESIGN INTENT.
CONTRACTOR SHALL UNDERSTAND THE COMPLEXITIES OF THE PROJECT AND THE CONSTRUCTION SEQUENCE . THE CONTRACTOR ASSUMES TOTAL RESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.
KEY NOTE:
JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
1/4" = 1'-0"
64GR-HY-24
1.1 GENERAL NOTESNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision1
UP
615 SF
EXISTING ROOM #4
299 SF
EXISTING ROOM #1
67 SF
EXISTING BATHROOM
310 SF
EXISTING GARAGE
144 SF
EXISTING ROOM #2
17 SF
EX. CL #3
172 SF
EXISTING EXTERNAL ROOM #1
142 SF
EXISTING ROOM #3
JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
3/16" = 1'-0"
64GR-HY-24
1.2 EXISTING BASEMENTNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision13/16" = 1'-0"1 EXISTING BASEMENT
UP
15' - 10 1/4"20' - 2"
NEW
CRAWL SPACE5' - 4"10' - 6 1/4"5' - 6 1/2"
JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
3/16" = 1'-0"
64GR-HY-24
1.3 PROPOSED BASEMENTNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision13/16" = 1'-0"1 PROPOSED BASEMENT
EXISTING GARAGEEXISTING ROOM #3
EXISTING ROOM #2 EXISTING ROOM #1
EXISTING
BATHROOM
EXISTING ROOM #4
EXISTING EXTERNAL ROOM #1
EX.
CL. #3
EX. CL #2
EX. CL #1
DN
EXISTING
LIVING ROOM
EXISTING
KITCHEN
EXISTING
DINING
EXISTING
BEDROOM
EXISTING
BEDROOM
EXISTING
MASTER
BEDROOM
EXISTING
M. BATHROOM
EXISTING
BATHROOM
EXISTING
FAMILY ROOM
JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
1/8" = 1'-0"
64GR-HY-24
1.4 EXISTING 1ST FLOORNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision11/8" = 1'-0"1 EXISTING 1ST FLOOR
DN
EXISTING WALLS
AND DOOR TO
DEMOLISHEXISTING
WINDOW TO
DEMOLISH
EXISTING WALL
TO DEMOLISH
EXISTING WALL
TO DEMOLISH
EXISTING
RAILINGS TO
DEMOLISH
JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
1/8" = 1'-0"
64GR-HY-24
1.5PROPOSED DEMOLITION -1STFLOORNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision11/8" = 1'-0"1 PROPOSED DEMOLITION PLAN - 1ST FLOOR
DN
NEW
EAT-IN ISLAND 5' - 2 1/2"4' - 1"5' - 7"10' - 2"3' - 9"
NEW
ENTRY
DOOR
NEW
WINE AREA
14' - 11 1/4"
NEW
WINDOWS
NEW
DOOR
NEW
WINDOWS
Z1
1
Z2
1
21' - 4 1/4"2' - 0"6' - 4 1/2"13' - 0 1/2"9' - 4"2' - 1"4' - 5"4' - 2"3' - 0"
20' - 5"16' - 6"UP
4' - 0"11' - 7"NEW
DOOR PANEL
36" x 84"
337 SF
KITCHEN
150 SF
ENTRY
225 SF
DINING
209 SF
LIVING ROOM
141 SF
COFFEE AREA
233 SF
FAMILY ROOM
13 SF
COAT CL.
146 SF
EXTERIOR DECK
14' - 2 1/4"
155 SF
BEDROOM
5' - 0"6' - 0"30 SF
HALF BATH4' - 0"JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
3/16" = 1'-0"
64GR-HY-24
1.6 PROPOSED 1ST FLOORNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision13/16" = 1'-0"1 PROPOSED 1ST FLOOR
PROPOSED ROOM SCHEDULE - 1ST FLOOR
NAME AREA LEVEL
KITCHEN 337 SF EXISTING 1ST FLOOR
ENTRY 150 SF EXISTING 1ST FLOOR
DINING 225 SF EXISTING 1ST FLOOR
LIVING ROOM 209 SF EXISTING 1ST FLOOR
COFFEE AREA 141 SF EXISTING 1ST FLOOR
FAMILY ROOM 233 SF EXISTING 1ST FLOOR
COAT CL. 13 SF EXISTING 1ST FLOOR
BEDROOM 155 SF EXISTING 1ST FLOOR
NEW
EXTERIOR DECK1' - 3"21' - 0"1' - 3"11' - 6"
JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
1/4" = 1'-0"
64GR-HY-24
1.7 POOL AREA -1ST FLOORNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision11/4" = 1'-0"1 PROPOSED 1ST FLOOR - Callout 3
19' - 10"14' - 7 1/4"
DN
12' - 3"7' - 1 1/4"7' - 0"
91 SF
M. BATHROOM 114 SF
W.I.C.
284 SF
M. BEDROOM
42 SF
HALLWAY
136 SF
LIVING
10' - 4 1/2"12' - 7 1/4"9' - 4"10' - 6"3' - 0"5' - 0"3' - 8 3/4"
6' - 6"12' - 3"16' - 4"7' - 0"10' - 11 1/2"OPEN TO
BELOW
4' - 0"4' - 0"6' - 7 1/4"
JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
3/16" = 1'-0"
64GR-HY-24
1.8 PROPOSED 2ND FLOORNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision13/16" = 1'-0"1 PROPOSED 2ND FLOOR
PROPOSED ROOM SCHEDULE - 2ND FLOOR
NAME AREA LEVEL
LIVING 136 SF PROPOSED 2ND FLOOR
M. BATHROOM 91 SF PROPOSED 2ND FLOOR
W.I.C. 114 SF PROPOSED 2ND FLOOR
M. BEDROOM 284 SF PROPOSED 2ND FLOOR
HALLWAY 42 SF PROPOSED 2ND FLOOR
EXISTING ROOF
DEMOLITION
ROOF JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
1/8" = 1'-0"
64GR-HY-24
1.9EXISTING ROOF AND PROPOSEDDEMOLITIONNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision11/8" = 1'-0"1 EXISTING ROOF
1/8" = 1'-0"2 PROPOSED DEMOLITION PLAN - ROOF
EXISTING ROOF TO REMAIN
1'-0" / 1'-0"1'-0" / 1'-0"9 3/4" / 1'-0"7 1/2" / 1'-0"7 1/2" / 1'-0"8" / 1'-0"8" / 1'-0"9 3/4" / 1'-0"9 3/4" / 1'-0"
9 3/4" / 1'-0"9 3/4" / 1'-0"
3" / 1'-0"8" / 1'-0"8" / 1'-0"JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
3/16" = 1'-0"
64GR-HY-24
1.10PROPOSED ROOF PLANNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision13/16" = 1'-0"1 PROPOSED ROOF
EXISTING 1ST
FLOOR
0' -0"
EXISTING ATTIC
8' -1 1/2"
EXISTING 1ST
FLOOR
0' -0"
EXISTING ATTIC
8' -1 1/2"
EXISTING LEVEL
30
17' -4"5' - 9 1/2"9' - 2 1/2"8' - 1 1/2"23' - 1 1/2"JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
1/8" = 1'-0"
64GR-HY-24
1.11EXISTING AND PROPOSEDFRONT ELEVATIONNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision11/8" = 1'-0"1 EXISTING FRONT ELEVATION
1/8" = 1'-0"2 PROPOSED FRONT ELEVATION
EXISTING 1ST
FLOOR
0' -0"
EXISTING ATTIC
8' -1 1/2"
EXISTING 1ST
FLOOR
0' -0"
EXISTING ATTIC
8' -1 1/2"
EXISTING LEVEL
30
17' -4"8' - 1 1/2"9' - 2 1/2"5' - 9 1/2"23' - 1 1/2"JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
1/8" = 1'-0"
64GR-HY-24
1.12EXISTING AND PROPOSED LEFTELEVATIONNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision11/8" = 1'-0"1 EXISTING LEFT ELEVATION
1/8" = 1'-0"2 PROPOSED LEFT ELEVATION
EXISTING 1ST
FLOOR
0' -0"
EXISTING
BASEMENT
-8' -4"
EXISTING ATTIC
8' -1 1/2"
EXISTING 1ST
FLOOR
0' -0"
EXISTING
BASEMENT
-8' -4"
EXISTING ATTIC
8' -1 1/2"
EXISTING LEVEL
30
17' -4"8' - 4"8' - 1 1/2"9' - 2 1/2"5' - 1"22' - 5"JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
1/8" = 1'-0"
64GR-HY-24
1.13EXISTING AND PROPOSEDRIGHT ELEVATIONNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision11/8" = 1'-0"1 EXISTING RIGHT ELEVATION
1/8" = 1'-0"2 PROPOSED RIGHT ELEVATION
EXISTING 1ST
FLOOR
0' -0"
EXISTING
BASEMENT
-8' -4"
EXISTING ATTIC
8' -1 1/2"
EXISTING 1ST
FLOOR
0' -0"
EXISTING
BASEMENT
-8' -4"
EXISTING ATTIC
8' -1 1/2"
EXISTING LEVEL
30
17' -4"8' - 4"8' - 1 1/2"9' - 2 1/2"5' - 9 1/2"23' - 1 1/2"JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
1/8" = 1'-0"
64GR-HY-24
1.14EXISTING AND PROPOSED REARELEVATIONNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision11/8" = 1'-0"1 EXISTING REAR ELEVATION
1/8" = 1'-0"2 PROPOSED REAR ELEVATION
DN
A1A21-1
1-3
A3A4A5
A6
1-2
A7
A8
1-4
A9
1-5
B1B2
2-5
2-4
2-3 2-2
B20
B19B18
B3
B4
B5
B6
B7
B8
B9
B10
B11
2-6 2-7
B12
B13
B14
B15
B16
B17
2-1
JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
1" = 10'-0"
64GR-HY-24
1.15DOORS AND WINDOWS TAGNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision11" = 10'-0"1 DOORS AND WINDOWS - PROPOSED 1ST FLOOR
1" = 10'-0"2 DOORS AND WINDOWS - PROPOSED 2ND FLOOR
PROPOSED DOOR SCHEDULE
MARK WIDTH HEIGHT LEVEL
1-1 3' - 0" 6' - 8" EXISTING 1ST FLOOR
1-2 17' - 0" 6' - 8" EXISTING 1ST FLOOR
1-3 5' - 0" 6' - 8" EXISTING 1ST FLOOR
1-4 12' - 0" 7' - 0" EXISTING 1ST FLOOR
1-5 2' - 6" 6' - 8" EXISTING 1ST FLOOR
2-1 2' - 8" 6' - 8" EXISTING ATTIC
2-2 2' - 8" 6' - 8" EXISTING ATTIC
2-3 2' - 8" 6' - 8" EXISTING ATTIC
2-4 2' - 6" 6' - 8" EXISTING ATTIC
2-5 4' - 0" 6' - 8" EXISTING ATTIC
2-6 6' - 0" 6' - 8" EXISTING ATTIC
2-7 6' - 0" 6' - 8" EXISTING ATTIC
PROPOSED WINDOW SCHEDULE
MARK WIDTH HEIGHT SILL HEIGHT LEVEL
A1 2' - 6" 3' - 10" 2' - 10" EXISTING 1ST FLOOR
A2 2' - 6" 3' - 10" 2' - 10" EXISTING 1ST FLOOR
A3 2' - 6" 3' - 10" 3' - 0" EXISTING 1ST FLOOR
A4 2' - 6" 3' - 10" 3' - 0" EXISTING 1ST FLOOR
A5 2' - 6" 3' - 10" 3' - 0" EXISTING 1ST FLOOR
A6 2' - 6" 3' - 10" 3' - 0" EXISTING 1ST FLOOR
A7 2' - 6" 3' - 6" 3' - 0 1/2" EXISTING 1ST FLOOR
A8 2' - 6" 3' - 6" 3' - 0 1/2" EXISTING 1ST FLOOR
A9 2' - 6" 3' - 10" 3' - 0" EXISTING 1ST FLOOR
B1 4' - 0" 3' - 0" 3' - 8" PROPOSED 2ND FLOOR
B2 4' - 0" 3' - 0" 5' - 2" EXISTING ATTIC
B3 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B4 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B5 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
PROPOSED WINDOW SCHEDULE
MARK WIDTH HEIGHT SILL HEIGHT LEVEL
B6 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B7 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B8 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B9 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B10 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B11 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B12 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B13 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B14 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B15 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B16 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B17 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B18 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B19 2' - 6" 3' - 10" 2' - 10" EXISTING ATTIC
B20 8' - 0" 3' - 2" 4' - 4" EXISTING ATTIC
DN
SC
ALL SMOKE AND
CARBON-MONOXIDE
DETECTORS MUST
BE HARD-WIREDCARBON MONOXIDE DETECTORS
[R315 PG. 68 AMENDED]
• 1 IN EACH HABITAL STORY OF THE HOUSE
AND WITHIN 10 FT. OF ALL BEDROOMS.
COMBINATION PHOTOELECTRIC SENSITIVE
SMOKE/CARBON MONOXIDE DETECTORS
[R315.4 PG. 68 AMENDED]
• MAY BE USED WHERE SMOKE DETECTORS
ARE LOCATED PER R315,3
HEAT DETECTORS
• 1 IN EACH ATTACHED
GARAGE, NEAR CENTER.
PHOTOELECTRIC SENSITIVE SMOKE DETECTORS
[R314 PG. 67 AMENDED]
• 1 IN EACH SEPARATE BEDROOM
• 1 OUTSIDE EACH SEPARATE BEDROOM
• 1 NEAR BASE OF EACH STAIRWAY
• 1 IN EVERY BASEMENT & WALK UP ATTIC
• 1 FOR EVERY 1,000 SQ. FT.
SC
C
S H
LIFE SAFETY FIXTURES LEGEND
BATH / LIGHT COMBO
EXHAUST FAN
SC
S
S
S
SC
EGRESS
WINDOW
EGRESS
WINDOW
EGRESS
WINDOW
SC
SC
S
SC
EGRESS
WINDOW
JOHN
KARAVOLAS
CIVIL
No. 38495COMMONWEALTHOFMASSACHUSETTS
PROFESSIONALENGIN EER
Scale
Project
(978) 759-7799
contact@soulveplus.com
www.soulveplus.com
#Date:Drawn by:DESCRIPTION
As indicated
64GR-HY-24
1.16FIRE ALARMNEW CONSTRUCTION64 GREENWOOD AVE, HYANNIS -MA12/06/2024revision11/16" = 1'-0"1 PROPOSED BASEMENT - FIRE ALARM
1/16" = 1'-0"2 PROPOSED 1ST FLOOR - FIRE ALARM
1/16" = 1'-0"3 PROPOSED 2ND FLOOR - FIRE ALARM