HomeMy WebLinkAboutAP-2025-028 Smith - Elevations and Floor Plans11 111111111111116'-8"10"7'-9"9'-1 1/8"16'-10 3/4"5"8"PROPOSED FRONT ELEVATION
1/4" = 1'-0"01
BOARD AND BATTEN SIDING AT 12" o.c. BATTEN SPACING, TYP.
1x5 BAND
1x5 BAND
5/4 x 6 CORNER BOARD
ROOFING PER OWNER
BOT. OF TYP. WINDOW/ DOOR HDR.
FIRST FLOOR ROUGH CEILING
BOTTOM OF FOOTING
TOP OF FOOTING
HIGHEST RIDGE
TOP OF FOUNDATION - ELEV. 0'-0"TOP OF FOUNDATION - ELEV. 0'-0"
TOP OF SHELF AT SAUNA - ELEV. -0' - 8 1/2"TOP OF SHELF AT WORK SHOP - ELEV. -0' - 5"
11 11111111111111 11 11116'-8"10"7'-9"9'-1 1/8"16'-10 3/4"5"8"PROPOSED RIGHT ELEVATION
1/4" = 1'-0"02
BOARD AND BATTEN SIDING AT 12" o.c. BATTEN SPACING, TYP.
1x5 BAND
1x5 BAND
5/4 x 6 CORNER BOARD
ROOFING PER OWNER
BOT. OF TYP. WINDOW/ DOOR HDR.
FIRST FLOOR ROUGH CEILING
BOTTOM OF FOOTING
TOP OF FOOTING
HIGHEST RIDGE
TOP OF FOUNDATION - ELEV. 0'-0"TOP OF FOUNDATION - ELEV. 0'-0"
TOP OF SHELF AT SAUNA - ELEV. -0' - 8 1/2"TOP OF SHELF AT WORK SHOP - ELEV. -0' - 5"
11 1111
111111 6'-8"10"7'-9"9'-1 1/8"16'-10 3/4"5"PROPOSED LEFT ELEVATION
1/4" = 1'-0"04
BOARD AND BATTEN SIDING AT 12" o.c. BATTEN SPACING, TYP.
1x5 BAND
5/4 x 6 CORNER BOARD BOT. OF TYP. WINDOW/ DOOR HDR.
FIRST FLOOR ROUGH CEILING
BOTTOM OF FOOTING
TOP OF FOOTING
HIGHEST RIDGE
TOP OF FOUNDATION - ELEV. 0'-0"TOP OF FOUNDATION - ELEV. 0'-0"
TOP OF SHELF AT SAUNA - ELEV. -0' - 8 1/2"TOP OF SHELF AT WORK SHOP - ELEV. -0' - 5"
1111116'-8"10"7'-9"9'-1 1/8"16'-10 3/4"5"8"PROPOSED REAR ELEVATION
1/4" = 1'-0"03
BOARD AND BATTEN SIDING AT 12" o.c. BATTEN SPACING, TYP.
1x5 BAND
5/4 x 6 CORNER BOARD
ROOFING PER OWNER
BOT. OF TYP. WINDOW/ DOOR HDR.
FIRST FLOOR ROUGH CEILING
BOTTOM OF FOOTING
TOP OF FOOTING
HIGHEST RIDGE
TOP OF FOUNDATION - ELEV. 0'-0"TOP OF FOUNDATION - ELEV. 0'-0"
TOP OF SHELF AT SAUNA - ELEV. -0' - 8 1/2"TOP OF SHELF AT WORK SHOP - ELEV. -0' - 5"Revision TableNO.DateDescriptionproject:sheet number:MONDAY, SEPTEMBER 1, 2025 1:36:34 PMA-1
86-89 OLD FARM ROADCENTERVILLE, MA---NEW CONSTRUCTION WORKSHOP/ SAUNA---contractor to verify all information, schedules, and
dimensions in the field prior to start of construction and
shall notify eckstrom home designs of any
discrepancies, in writing
ETHAN ECKSTROM
ETHAN@ECKSTROMHOMEDESIGNS.COM
508.887.5257
115 MAIN STREET SUITE 2B., NORTH EASTON, MA
schematic design
design development
construction documents
permit set 9/1/2025
construction set
issue: date:
drawn & checked by:
E.T.E.
structural engineer:
client approval:
111111
11
111111
11
11
11
11
11
11
1111
A
A-3
A
A-3
B
A-3
B
A-3
4'-2 3/4"7'-3 1/4"7'-3 1/4"4'-2 3/4"2'-8 7/8"2'-11 1/2"2'-3 5/8"2'
23'10'
33'2'-8 3/8"2'-3 5/8"2'-3 5/8"2'-8 3/8"6'10'16'10'23'
33'5'-8 3/8"2'-3 5/8"2'-3 5/8"5'-8 3/8"16'EQ.EQ.2'-0"2'-0"3'-0"PROPOSED FIRST FLOOR PLAN
1/4" = 1'-0"1
WORKSHOP
22'-0" X 15'-0"
UPPER BENCH
30" ABOVE IPE DECK
LOWER
BENCH
18" ABOVE
IPE DECK
2x6 AT 16" o.c. EXTERIOR WALL CONSTRUCTION
SKYLIGHT SKYLIGHT
LUMBER LOFT
ABOVE
EXPOSED 4x8 BEAMS
ABOVE
PLYWOOD DECK OVER COLLAR TIES
IPE DECK
HEATING UNIT
TEMPERED
GLASS
TEMPERED
GLASS
TEMPERED
GLASS
TEMPEREDGLASSTEMPEREDGLASS22 11 : 1211 : 1211 : 12A
A-3
A
A-3
B
A-3
B
A-3
PROPOSED ROOF PLAN
1/4" = 1'-0"
A
A-3
A
A-3
B
A-3
B
A-3
23'-0"10'-0"
33'-0"6'-0"10'-0"16'-0"33'-0"16'-0"5 1/2"4 1/2"4 1/2"5 1/2"
PROPOSED FOUNDATION PLAN
1/4" = 1'-0"
STEP FOOTING PER
SITE CONDITIONS
SLAB ON GRADE
- 4" CONCRETE SLAB
- 6 MIL. VAPOR BARRIER
10" x 24" POURED CONC. FTG. w/ 2x4 KEY WAY
10" POURED CONC. FOUNDATION WALL x MIN. 48" FROST PROTECTION DEPTH, STEP FTG. DOWN PER SITE CONDITIONS
ANCHOR BOLTS:
- PROVIDE 1/2" DIA. ANCHOR BOLTS AT 48" o.c.
AND 12" FROM EA. CORNER, TYP.
- PROVIDE 3" SQUARE WASHER PLATES, TYP.
SLAB ON GRADE
- 4" CONCRETE SLAB
- 6 MIL. VAPOR BARRIER
STEP FOOTING PER
SITE CONDITIONS
T.O.F.0'-0"T.O. SHELF-0'-5"T.O.F.0'-0"T.O. SHELF-0'-8 1/2"
4 1/2"5 1/2"
PROPOSED WINDOW SCHEDULE
NOTES:
- G.C. IS RESPONSIBLE FOR VERIFYING ALL R.O. INFO, TEMPERED GLASS, GRIDS,
JAMBS, CASING, COLOR, ETC. WITH WINDOW & DOOR SHOP DRAWINGS PRIOR
TO FRAMING AND ORDERING WINDOWS
- BOT. OF HEADERS ON FIRST FLOOR ARE ALL AT 6'-8" A.F.F. UNLESS NOTED
OTHERWISE
GENERAL NOTES:
- ALL DIMENSIONS ARE TAKEN FROM FACE OF FRAMING, UNLESS
NOTED OTHERWISE
NUMBER FLOOR QTY WIDTH HEIGHT R/O THICKNESS COMMENTS
1 1 1 72 "80 "74"X83"1 3/4"
2 1 1 36 "80 "38"X83"1 3/4"
NUMBER FLOOR QTY WIDTH HEIGHT R/O COMMENTS TEMPERED MANUFACTURER MODEL
1 1 14 24 1/8 "48 "24 5/8"X48 1/2"CASEMENT ANDERSEN 400 SERIESAS NOTED
PROPOSED EXTERIOR DOOR SCHEDULE Revision TableNO.DateDescriptionproject:sheet number:MONDAY, SEPTEMBER 1, 2025 1:36:34 PMA-2
86-89 OLD FARM ROADCENTERVILLE, MA---NEW CONSTRUCTION WORKSHOP/ SAUNA---contractor to verify all information, schedules, and
dimensions in the field prior to start of construction and
shall notify eckstrom home designs of any
discrepancies, in writing
ETHAN ECKSTROM
ETHAN@ECKSTROMHOMEDESIGNS.COM
508.887.5257
115 MAIN STREET SUITE 2B., NORTH EASTON, MA
schematic design
design development
construction documents
permit set 9/1/2025
construction set
issue: date:
drawn & checked by:
E.T.E.
structural engineer:
client approval:
A
A-3
A
A-3
B
A-3
B
A-316'-0"10'-0"33'-0"
10'-0"3'-0"20'-0"
RIDGE BEAM PER ENG.
DBL. RAFTERS AT SKY LIGHT OPENINGS, TYP.
SKY
LIGHT
SKY
LIGHT
PROPOSED ROOF FRAMING PLAN
1/4" = 1'-0"
PROVIDE H2.5A HURRICANE CLIPS AT ALL RAFTER TO PLATE CONNECTION POINTS, TYP.
2x12 RIDGE BOARD
A
A-3
A
A-3
B
A-3
B
A-3
PROPOSED CEILING FRAMING PLAN
1/4" = 1'-0"
CLG. JOISTS CREATE
LUMBER STORAGE LOFT
LARGER, EXPOSED MEMBERS AT
32" o.c. AT OPEN COLLAR TIE AREA
6'-8"10"7'-9"9'-1 1/8"16'-10 3/4"5"5 1/2"4 1/2"
WORK SHOP
LOFT
2x8 RAFTERS AT 16" o.c.
2x10 RIDGE BOARD
PROVIDE H2.5A HURRICANE CLIPS AT
ALL RAFTER TO PLATE CONNECTION POINTS, TYP.
COLLAR TIES (VARIES) - SEE FRAMING PLANS
BOT. OF TYP. WINDOW/ DOOR HDR.
FIRST FLOOR TOP PLATE
BOTTOM OF FOOTING
TOP OF FOOTING
HIGHEST RIDGE
SECTION THRU WORK SHOP
1/4" = 1'-0"
TOP OF FOUNDATION - ELEV. 0'-0"
TOP OF SHELF AT WORK SHOP - ELEV. -0' - 5"
5" CONC. SLAB
2" RIGID INSULATION BELOW SLAB
VAULTED CLG. - SEE FLOOR PLANS
8 1/2"2'-6"6'-8"9'-1 1/8"10"7'-9"14'-1 3/4"1'-6"1"3 1/2"4"TOP OF FOUNDATION - ELEV. 0'-0"
TOP OF SHELF AT SAUNA - ELEV. -0' - 8 1/2"
2x4 P.T. FLOOR JOISTS
OMIT ANCHOR BOLTS AT DOOR LOCATIONS, TYP.
BOT. OF TYP. WINDOW/ DOOR HDR.
FIRST FLOOR ROUGH CEILING
BOTTOM OF FOOTING
TOP OF FOOTING
HIGHEST RIDGE
UPPER
BENCH LOWER
BENCH
SAUNA
WINDOWS BEYOND
ATTIC Revision TableNO.DateDescriptionproject:sheet number:MONDAY, SEPTEMBER 1, 2025 1:36:34 PMA-3
86-89 OLD FARM ROADCENTERVILLE, MA---NEW CONSTRUCTION WORKSHOP/ SAUNA---contractor to verify all information, schedules, and
dimensions in the field prior to start of construction and
shall notify eckstrom home designs of any
discrepancies, in writing
ETHAN ECKSTROM
ETHAN@ECKSTROMHOMEDESIGNS.COM
508.887.5257
115 MAIN STREET SUITE 2B., NORTH EASTON, MA
schematic design
design development
construction documents
permit set 9/1/2025
construction set
issue: date:
drawn & checked by:
E.T.E.
structural engineer:
client approval: