144 Federal Garage 2018306890709070100100
UP
4'6'4'4'4'4'4'4'
3'-6"4'24'6'18'24'46'
27'-9"18'-3"
46'
18'28'
9'9'8'12'8'12'14'14'12'4'
2-1 3/4"x14" LVL BEAM
1-1 3/4"x14" LVL HEADER/RIBBON JOIST
FLOOR LOAD
STRUCTURAL RIDGE POINT LOAD
2-2X12 2X12 FLOOR JOISTS@16" OC4" POURED CONCRETE
4000 PSI
9' CEILING HEIGHT16' CATHEDRAL CEILING
5/8'' FC DRYWALL ON CEILING
CS-WSP
CS-WSP = CONT'D SHEATHING WOOD STRUCTURAL PANEL
WALL BRACING METHOD NAILED 3" OC EDGES 6" OC
INTERMEDIATE USING 8D RING SHANK COMMON NAILS
CS-WSP
CS-WSPCS-WSP
CS-WSPCS-WSPCS-WSPCS-WSPCS-WSP
4" POURED CONCRETE
4000 PSI
3-2x10 CONT'D HEADER 6X6 PT POSTS W/ POST ANCHORS 2X6 RAFTERS @ 16'' OC R-21 INSULATION
2X12 FLOOR JOISTS@16" OC7 5/8'' RISE
10'' RUN
CS-WSP REVISION TABLEFLOOR PLAN Project OverviewSCALE: 1/4"=1'0"
PLAN PREPARED FOR
ELEMENTAL CARPENTRY
AND CONSTRUCTION
&
LEWIS RESIDENCE
PLAN PROVIDED BY
LAURA'S ARCHITECTURAL
DRAFTING AND DESIGN
220 TAYLOR ST. GRANBY,
MA 01033 413-467-2899
DN
2646SC 2646SC 2646FX 2646SC 2646SC
3068
3'-6"
3'
1'-6"2'1'-6"2'22'
3'4'4'4'24'46'
28'18'
5'-9"8'-3"8'-3"5'-9"24'46'
18'28'
CATHEDRAL CEILINGCATHEDRAL CEILING
VAN BAY
9' CEILING HEIGHT9' CEILING HEIGHT
RAKE SOFFIT CS-WSP
CS-WSP
LINE OF SLOPPED CEILING CS-WSPCS-WSPSHED DORMER
3'0'' KNEE WALL
3'0'' KNEE WALL 3'0'' KNEE WALL
LINE OF SLOPPED CEILING
UNFINISHED ATTIC STORAGE UNFINISHED ATTIC STORAGE 2X12 RAFTERS @ 16'' OC2X12 CEILING JOISTS @ 16'' OC 2X12 RAFTERS @ 16'' OC2X10 COLLAR TIES @ 16'' OC CS-WSP REVISION TABLESECOND FLOOR
SCALE: 1/4"=1'0"
PLAN PREPARED FOR
ELEMENTAL CARPENTRY
AND CONSTRUCTION
&
LEWIS RESIDENCE
PLAN PROVIDED BY
LAURA'S ARCHITECTURAL
DRAFTING AND DESIGN
220 TAYLOR ST. GRANBY,
MA 01033 413-467-2899
16'24'6'18'24'46'
28'18'
46'
18'28'
9'9'8'12'8'12'12'14'14'
4'10'12'12'4'
POUR NEW 1' WALL
AND PIN TO EXISTING
THIS AREA NEW WALLS POURED
TO MATCH EXISTING FROST WALL
APPROX 1' ABOVE GRADE
PINNED TO EXISTING 8" WALL
4" 4000 PSI POURED
FLOOR OVER INSULATION
30"X30"X12" CONC. PADS
FOR VEHICLE LIFT
24X18' ADDITION24X18' ADDITIONADDITION 30"X30"X12" CONC. PAD
POUR WALL TO FILL
EXISTING DOOR CUT-OUT
EXISTING FOUNDATIONEXISTING FOUNDATION
28'0'' X 24'0'' 28'0'' X 24'0''
10'6'' MASONRY OPENING
EXISTING CUT OUT
ADDITION
8'' POURED CONCRETE FROST WALLS
W/ 18'' X 10'' CONT'D FOOTINGS
30"X30"X12" CONC. PAD REVISION TABLEFOUNDATION
SCALE: 1/4"=1'0"
PLAN PREPARED FOR
ELEMENTAL CARPENTRY
AND CONSTRUCTION
&
LEWIS RESIDENCE
PLAN PROVIDED BY
LAURA'S ARCHITECTURAL
DRAFTING AND DESIGN
220 TAYLOR ST. GRANBY,
MA 01033 413-467-2899
7'25'-11"25'-11"REVISION TABLEREAR ELEVATION 1/8"=1'0"REAR ELEVATION 1/8"=1'0"
FRONT ELEVATION 1/4"=1'0"FRONT ELEVATION 1/4"=1'0"
RIGHT ELEVATION 1/8"=1'0"RIGHT ELEVATION 1/8"=1'0"LEFT ELEVATION 1/8"=1'0"LEFT ELEVATION 1/8"=1'0"
ELEVATIONSELEVATIONS
SCALE: 1/4"=1'0"
PLAN PREPARED FOR
ELEMENTAL CARPENTRY
AND CONSTRUCTION
&
LEWIS RESIDENCE
PLAN PROVIDED BY
LAURA'S ARCHITECTURAL
DRAFTING AND DESIGN
220 TAYLOR ST. GRANBY,
MA 01033 413-467-2899
16'R-50 LOOSE BLOWN CELLULOSE INSULATION
2-16'' LVL STRUCTURAL RIDGE
(POST IN WALL BOTH SIDES)
R-19 DENSE-PACKED CELLULOSE
FRAME R.O. FOR 10' TALL/10' WIDE DOOR
PLATE HEIGHT AT 13'
2X10 COLLAR TIE @ 16'' OC
R-39 DENSE PACK CELLULOSE IN SLOPE
VINYL SIDING W/ HOUSEWRAP
36" ICE AND WATER BARRIER
CONT'D RIDGE VENT
6" FASCIA
W/ 24" VENTED SOFFIT
12
APPROX GRADE
12
2X6 EXT STUDS @ 16" OC
2-2X6 TOP PLATES
5/8" CDX SHEATHING
4" POURED CONCRETE FLOOR
18"X10" CONT'D FOOTING W/ 2X4 KEYWAY
1/2" CDX SHEATHING
ASPHALT SHINGLES
W/ 15# FELT
2X6 PT SILL
W/ SEALER
W/ 1/2" X 12"
ANCHOR BOLTS @ 6' OC
8" POURED CONCRETE FROST WALLS
1-1 3/4"x14" LVL HEADER/RIBBON JOIST
CELLULOSE DENSE
PACK R-19.25 INSULATION
2X6 RAFTERS @ 16'' OC
3-2X10 CONT'D HEADER
6X6 PT POSTS W/ POST ANCHORS
12'' X 48'' CONC. COLUMNS
W/ BIGFOOTS
APPROX GRADE
2'' DOW STYROFOAM 4'0''
2X12 RAFTERS @ 16'' OC
To the best of my knowledge these plans are drawn
to comply with owner's and/ or builder's
specifications and any changes made on them after
prints are made will be done at the owner's and / or
builder's expense and responsibility. The contractor
shall verify all dimensions and enclosed drawing.
YOUR COMPANY NAME HERE is not liable for
errors once construction has begun. While every
effort has been made in the preparation of this plan
to avoid mistakes, the maker can not guarantee
against human error. The contractor of the job must
check all dimensions and other details prior to
construction and be solely responsible thereafter.
12'9'9'3'VINYL SIDING W/ HOUSEWRAP
36" ICE AND WATER BARRIER
6" FASCIA
W/ 24" VENTED SOFFIT
12
2-2X6 TOP PLATES
CONT'D RIDGE VENT
APPROX GRADE
12
2X6 EXT STUDS @ 16" OC
5/8" CDX SHEATHING
ASPHALT SHINGLES
W/ 15# FELT
1/2" CDX SHEATHING
EXISTING 18"X10" CONT'D FOOTING W/ 2X4 KEYWAY
EXISTING 8" POURED CONCRETE FROST WALLS
2X6 PT SILL
W/ SEALER
W/ 1/2" X 12"
ANCHOR BOLTS @ 6' OC
14'' LVL RIDGE BOARD
12
5.5
1-1 3/4"x14" LVL HEADER/RIBBON JOIST
13'0'' STUD LENGTHFRAMED R.O. FOR 9'X7' DOOR
2X12 CEILING JOISTS @ 16'' OC
LAURA'S ARCH DRAFTING AND DESIGN
2X12 RAFTERS @ 16'' OC
R-50 BLOWN IN CELLULOSE
6'' FASCIA
W/ 24'' VENTED SOFFIT
THROUGH OUT
2X12 FLOOR JOISTS @ 16'' OC
3/4'' T&G ADVANTECH
3 1/2'' LALLY
COLUMNS
2-14'' LVL
CARRYING BEAM
30X30X12 CONCRETE PADS
EXISTING FLOOR
36" ICE AND WATER BARRIER
R-38 DENSE PACK INSULATION
2X8 PT LEDGER BOLTED REVISION TABLECROSS SECTIONS
SCALE: 1/4"=1'0"
PLAN PREPARED FOR
ELEMENTAL CARPENTRY
AND CONSTRUCTION
&
LEWIS RESIDENCE
PLAN PROVIDED BY
LAURA'S ARCHITECTURAL
DRAFTING AND DESIGN
220 TAYLOR ST. GRANBY,
MA 01033 413-467-2899