basement plans 0
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L '� sf of Draw '� ngse.
� Title Sheet
� EX1 Existing Floor Plan
Al Basement, & First Floor & Second Floor Plan
A-' A2 Framing Plans , Cross Section , Wall Types & Details
� A3 Power Plans
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Utility
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I-L-� Kitchen Bedroom Gross Foor Area
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LLI Lau E.-1 Basement 690 s .f . — gross floor area
L J � 1st Floor 621 s .f . — gross floor area
2nd Floor 640 s . f . — gross floor area
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Gross Floor Area 1 , 951 s . f.
Lot Area 1 , 681 s . f.
� Living Room Dining Room
Bedroom Bedroom
7� Art Studio Finished Storage
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Architect :
AESTHETIC IMAGES
Architects / Planners
7 Stimson Street Phone: (617) 323-6081
Boston, MA 02132 Fax: (617) 323-6081
hermit Document 05 / 30 / 2023
Revised 08 / 17 / 2023
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No. 8391
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0 0 0 Living Room Dining Room
Bedroom Bedroom
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Basement Floor Plan First Floor Plan Second Floor Plan v�
1 Scale: 1/4" = 1 '-0" Scale: 1 /4" = 1 '—o" Scale: 1 /4"
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date
05/30/2023
scale
1 /411= 1 '-0"
drawn
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job no.
title
Floor Plans
sheet no.
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5'-0" 5'-4 1/2"
FF General Notes :
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00 C C C C ITEMS TO BE REMOVED
W
— J pip NEW ITEMS INSTALLED
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Deck 0 EXISTING ITEMS TO REMAIN r^
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1 to
It is required that the contractor and all subs inspect
o 0 0 °
F the project and verify all existing conditions. They M M
" M ,� will be held responsible for the full extent of all
N 30 DOOR Kitchen required work prior to bid and during construction. i
T Bedroom 'L0 to
Z 2 The contractor and all the subs shall confirm and
Laundry x verify in the field all conditions, dimensions, quantities c
``' and locations prior to submitting their final bid and 0
installation of ANY items or materials, all through the
EXISTING g'-0" construction process. Failure to do so will result in �1
4 the contractor being solely responsible for the cost of
A2 making all required corrections.
c ZVI
3 The contractor and subs shall notify the owner or c
architect in writing of any and all conflicts in the T-,
field. ��'., o
Drawn information is taken from existing and random E�l �' ,En
Z 3/8" 6'-0 5/8" EXISTING MCI EXISTING EXISTING 4' field measurements and is provided only to assist the T ,od
N a, EXISTING contractor and the subs in establishing the scope ofCn
M W F work and therefore not to be relied upon. Do not
IV'I scale drawings for quantities, lengths, sizes or areas.
" 9'-9 1/2" rn
[-� �..
5 LO
The contractor and subs shall report in writing any ` U Cn rn
and all deviations in the existing conditions, 0 �
ei a, o dimensions, quantities and locations etc.. to the � Cn
" F architect/owner prior to installation of ANY items or
��N 0 Living n Room o
I- -� g Dining n I n g Room materials. Failure to do so prior to the start of
Bedroom Bedroom construction shall make the contractor solely iH c
" responsible for cost of making all required d
10-4 1/2 NOTE: corrections.
' Finished St rage
PROVIDE PERIMETER
Art Studio g DRAIN AND DRAINAGE It is NOT intended that these drawings show every cut
" SYSTEM IN EXISTING 6. and/or condition of the building system, however, the stamp
BASEMENT
o EXISTING EXISTING contractor and all the subs shall furnish a complete \S,��RE�ARcy�r
i product in accordance with the best practice of the ��G� d PFr/,A �
M 30" p00R 1 7 EXISTING trade, to the satisfaction of the architect/owner and
in strict conformance with all applicable state and � No. 8391
local building code requirements. ` BOSTON o
7. All materials and notes refer to new materials unless
13'_1" g'_1" otherwise noted or indicated existing.
8. The contractor and subs shall temporarily disconnect project
and remove all existing building services that interfere
with the proper installation of the new construction.
B a s e m e n t F l o o r P l a n F i r s t F l o o r P l a n je con d F l o o r P l a n The contractor and subs are responsible to notify the
architect/owner in writing of these services before
le: 1/41 — le: 1 /4 1 —0le: 1 /4 = 1 —0 disconnection. Reinstall and reconnect all temporary
disconnected and removed items to the satisfaction of
the architect and owner.
9. All existing areas, not to be demolished, disturbed or }
damaged as a result of the new construction are to t� }
be patched or replaced and finished to match 1� U adjacent work areas.
10. See plans, elevations, details and specifications (if
part of this project) for additional specific project U 0
requirements.
11. Verify all existing items to be removed as shown on
0
plan. (n
12. Provide required insulation as per code:
All perimeter walls of heated space R-20
All floor framing of heated space R-30 V
All roof framing of heated spaces R-45
All exterior doors R-2.5 (n
All insulated windows R-1.54 O
13. All exterior walls shall consist of 2x6 framing 16"
o.c. with 1/2" CDX plywood sheathing & painted 1/2"
GWB interior with skim coat plaster finish.
14. All roofing shall be as shown on plans with 3/4" T
& G plywood decking and 30 year fiberglass shingles.
15. All new interior ceilings & walls shall be painted 1/2" revisions
GWB with skim coat plaster.
16. All new interior doors shall be solid wood six panel
colonial doors with painted solid wood trim with plinth
blocks. At rooms base and ceiling crown molding as
per owners request.
17. All new exterior doors shall be solid painted wood
with weather stripping, painted wood thresholds and
metal full life screen doors with removable
screen/window panel. date
18. All bathrooms shall have 36" the wains coating with 08/17/2023
full file tub surround. All full bathrooms shall have
vanity base cabinets and all 1/2 baths shall have scale
pedestal sinks or as per Owner's request. 1 /4 11= 1 9_C
19. All new windows shall be solid wood windows to
match existing, style, sizes & detail. Manufacturer
shall be Anderson 400 Architectural Series or as drawn
requested by owner. Sip
20• The owner and contractor is solely responsible for the
location of the building on the site and shall hire a job no.
site engineer & surveyor to verify all zoning & site
conditions & requirements. If adjustments to the
building is required the architect shall be notified in
writing prior to construction of any building item or
foundation. Failure to do so will result in the owner
& contractor being solely & collectively responsible for title
the costs any required corrections.
Basement, First
21. All appliances and construction methods shall comply
with all Energy Star Rating requirements. & Second Floor
22• All other requirements to be verified with owner. Plan
sheet no.
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Framing Notes :
EXISTING BASEMENT SLAB — NEW BEAMS & HEADERS as notes)
— — — — NEW FRAMING MEMBERS
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O O EXISTING FOUNDATION
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#4 DOWEL 12" O.C. 2" 2"
utlllt� I o01 1. All structural work shall be performed by qualified
Deck NOTE: - ° ° ° licensed professional builder only and not by the
UNDERPIN EXISTIMG FOUNDATION WITH N •° • Owner. Any deviation from these plans shall be the
NEW WALL & FOOTING IN MAX. 48" sole responsibility of the Builder & Owner. M M
WIDE SECTIONS ° ``'
N N
° 2. All applicable building codes shall be followed and
Kitchen Z
TFCONTINUOUS #4 REBAR 12 are the responsibility of the contractor. Zo
T I I I I
O.C. BOTH DIRECTIONS a
3. All lumber for new framing shall conform to that as
IS ER NEW (21 1.7 TIISG BE 4" CONCRETE SLAB WITH 6x6 WIRE ° • • ° o required for one & two family construction. The c
W Contractor shall verifywith a structural engineer all t
MESH ON 6" CRUSHED GRAVEL & 6 ° q_ requirements and an additional re uirements and a
4x6 WOOD POST MIL POLY VAPOR BARRIER q y q
3.5 STEEL POST W shall review these drawings prior to construction.
CONTINUOUS #5 ° °
El REBAR 6" O.C. o: 4. All pre—engineered laminated beams shall be sized as
0 per manufacturers recommendation and provide the
F g ° ° a ° ° ° `` local Building Inspector with all applicable cuts and C
O 1 _———a— — ° — — — specifications for their review prior to installation. �
(2) 2X8 IS ER N W (2 .7 11.8 LV TO XISTI G BE a a ° a ° ° a W c
° ° ° ° a ° .4 ° a 5. All concrete foundations shall be 3,000 PSI concrete
4x6 WOOD POST
3.5 STEEL POST ° °a ° ° ° at 28 days 4'-0" below grade min. ,� .«
° a ° • ° • ° Cn
3
° ° ° Align and make flush height of all floor framing at aU
° ° ° ° 4, m 6' new addition with existing floor joists and align and
o ° a° ° ° °° ° make flush height of new ceiling framing. The
I FI Ished Storage -� ° ° ° ° d oo contractor shall be solely responsible for aligning and }, Cn
• ° •° It as
•° • ° ° ° • • making flush all floor finishes and ceiling/s. U b
CUT IN NEW (2) 1.75 11.8 5 LV I I CUT N NEW (2) 1.75x 11.87.1 LVL ° ° _z Misaligned floor finishes and ceiling/s WILL NOT BE .a� cn
' a ° ° ° ACCEPTABLE.
4x6 WOOD POST Living Room Dlning Room a °
3.5 STEEL POST 7. All LVL's: Fb=3100 psi. c
30-099 All framing lumber Fb=1300 psi, Fc=165O.psi
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All new floor joists shall be as shown on plans with
(2 2x10 I required bracing as per manufacturer's requirements.
U n d e r— P i n D e �c�, l All structural steel to be fy+50 kips.8. All rebar Gr6O ASTM — 60,000 PSI. stamp
Scale: 1 -1 /2" = 1 ' REDAR�y1T
9. Soil capacity assumed at 1 tons psf, verify by Owner. PfTjpA���
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10. All bearing walls 2x6 at 16" o.c. and as noted on LBos8391
3.5 SCHEDULE 40 WITH 4" O.D. framing plans & details. J
SST LCC 4.5-4 STEEL COLUMN �
4x6 WOOD POST i 11. All multiple LVL's to be bolted together as per manuf.
SISTER NEW 2x10 TO EXISTING FRAMING I I 10"x1O"x1/2" STEEL specifications.
PLATE ON 1" NON—
SHRINK GROUT 12. Contractor to provide all necessary shoring as required project
to install all new work as indicated on plans and
1 s t F l o o r F r2nd F l o o r Framing I I PATCH EXISTING CONCRETE FLOOR shall be solely responsible for it's design and
SLAB WITH 6x6 W1.4 x W1.4 implementation.
I STEEL WIRE MESH WITH 6 MIL
1 Scale: 1 /4" = 1 '-0" Scale: 1 /4" VAPOR BARRIER 13• Framing plans show only the minimal or requirements
for pricing only. All other requirements shall be • /�
° a I a ° verified by the structural engineer and shall be the V J
"A ° °q A.
.(6) #5 ANCHOR BOLTS sole responsibility of the Contractor.
° < a ° .. ;Q
° ° 6 MIL. POLY VAPOR BARRIER AT r
T p / BACKSIDE OF STUDS
. p TYPICAL 24"X24"x12" 2X6 BEARING WALL WITH STUDE,
SPREAD FOOTING, AT ALL 16" O.C. WITH (1) LAYERS 1/2" U S
N a LALLY COLUMNS GWB Q�
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�? (4) #4 REBAR -- — ---------- --------- V)
EACH WAY Y V)
2'-0" io 0
Steel Post Footin Al Basement Wall o
6 Scale: 1 -1 /2" = 1 '-0" Scale: 1 -1 /2" = 1 '-0"
t (D C)
2nd Floor PINSUX6 WOOD FRAMING 16" O.C. WITH (1) LAYERSF 1/2" GWB EACH SIDE & ACOUSTICAL
LATION
revisions
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2 Wide Interior Wall
1 st Floor Scale: 1 -1 /2" = 1 '-0" date
08/17/2023
2x4 WOOD STUDS, 16" O.C. WITH
(1) LAYERS 1/2" GWB EACH SIDE & scale
ACOUSTIC INSULATION _ 1 /4 95
/495= 1 �_O»
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//3\ Interior Partition job no.
Baseme t I Scale: 1 -1 /2" = 1 '-0"
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2x6 FRAMING 16" O.C. WITH (1) LAYERS OF title
1/2" GWB ® INTERIOR AND (1) LAYER 3/4" Framing Plans,
CDX PLYWOOD SHEATHING 0 EXTERIOR WITH
15# BUILDING PAPER & 7/16" HARDI—BOARD Cross Section,
SIDING
t.�... ,. 7; _ Wall Types &
Details
Cross Section Not Used Not Used LO
r sheet no.
Scale:
4 N R Exterior WallA 2
Scale: 1 -1 /2" = 1 '-0"
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project
Basement Power Plan 1st Floor Power Plan
1 Scale: 1/4" = 1 '-0" � Scale: 1 /4" = 1 '-0" Q
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revisions
date
08/17/2023
scale
1 /4"= 1 '-0"
drawn
Sip
job no.
title
Power Plans
sheet no.