37 Revell zoning garageX EXISTING
DOOR/WINDOW
#NEW DOOR OR
WINDOW
VERIFY IN FIELDVIF.
UNLESS NOTED OTHERWISEUNO
PRESSURE TREATEDP.T.
PAINTEDPTD.
WOODWD.
GENERAL CONTRACTORGC.
GYPSUM WALL BOARDGWB
TYPICALTYP.
MAPLE STREET ARCHITECTS
39 Revell Ave.
Northampton, MA 01060
p: (413) 570-3213
GARAGE
39 REVELL AVE. NORTHAMPTON, MASSACHUSETTS
architect
contractor Jeffrey Bott
32 Pine Street
Florence, MA 01062
00 TITLE SHEET
A0.1 SITE PLAN
A1.0 FOUNDATION PLAN
A1.1 FIRST FLOOR PLAN
A1.1a FIRST FLOOR FRAMING
A1.2 SECOND FLOOR PLAN
A1.2a SECOND FLOOR FRAMING PLAN
A2.0 EXISTING ELEVATION
A2.1 ELEVATIONS
A3.1 BUILDING SECTION
PROJECT LOCATION:
S o u th S tre e tRevell Ave.
21'-7"14'-0"12'-10"GARAGE
Revell Ave.29'-9"13'-9"9'-2"
14'-3"19'-2"64'-8"PROPOSEDEXPANSION8'-0"22'-0"± 1'-6"
DRIVEWAY2'-0"SITEA0.1CURRENT:ZONINGSET12.04.2019DATEREVISIONS:37-39 REVELL AVENUESETDAT
ENORTHAMPTON, MA 01060 39 REVELL AVENORTHAMPTON, MA413 570-3213MAPLE STREET ARCHITECTSGARAGECON
TRACTOR:JEFFREY BOTT32 PINE STFLORENCE, MA 01062SCALE: 1/16" = 1'-0"
32'16'8'4'2'0
TOC WALL AT +0'-6"
4" SLAB WITH 4" WWM REINF.
SLOPE ± 1/8" PER 12" TO FRONT AT 0'-0"22'-0"TOC WALL AT -1'-0"
STHD10RJ HOLD-DOWN CAST INTO
CONC. WALL, 2 PER SIDE AND
BACK WALL, LOCATE WITH GC TO
COORDINATE WITH PAIRED STUDS
IN WALL ABOVE. (6 TOTAL)
28'-0"
8" CONC WALL WITH 2-#4 TOP AND BOTTOM AND
#4@48" DOWELS INTO FOOTING.
16"X8" CONC FOOTING CENTERED ON WALL.
BOTTOM OF FOOTING 4'-0" BELOW GRADE
EXISTING EXTERIOR
GRADE AT -3'-2" ±
EXISTING EXTERIOR
GRADE AT 0'-0"
26'-8"
7 1/2" CONCRETE
WALL
1/2" WAXED OSB INSIDE
FORMWORK
24" X 24" X 12"
FOOTING,
#4 BAR 12" OC6'-5 3/4"5'-6 1/2"12 INCH DEEP THICKENED
EDGE OF SLAB AT FRONT
± 0'-2 1/2"
± 1/8" SLOPE
T.O. SLAB
0'-0"
± 1/8" SLOPE
T.O. SLAB
Foundations
Concrete
Foundations shall bear on natural soil or compacted structural fill.
The foundation design has been based on an allowable soil bearing pressure of 1500 psf.
Minimum compressive strength at 28 days: 3000 psi.
Reinforcing steel minimum yield strength: 60 ksi.
Provide two #4 continuous bars at top and bottom of foundation walls with
2” concrete cover. Provide 6” bar hooks at corners.
General Notes:
CURRENT:
ZONING
SET
12.04.2019
DATE
REVISIONS:37-39 REVELL AVENUESET DATE NORTHAMPTON, MA 0106039 REVELL AVE
NORTHAMPTON, MA
413 570-3213
MAPLE STREET
ARCHITECTS
GARAGECONTRACTOR:
JEFFREY BOTT
32 PINE ST
FLORENCE, MA 01062
A1.0FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
22'-0"28'-0"
18'-6"3'-0"
GARAGE
2
A
PROVIDE SUBPANEL
FOR OUTLETS AND
ELECTRIC CAR
CHARGER
2'-3"
A
A A
2'-0"
1 3
2'-3"
1HR RATED WALL
AT LOT EDGE
General Notes:
Wood Framing - General
Use SPF or Douglas Fir-Larch no. 2 or better for all interior framing.
LVL members shall be 1 ¾’ thick as manufactured by Trusjoist or approved alternate.
All framing hardware shall be by Simposon Strongtie or approved alternate.
Connect all members according to table R602.3(1) Fastening Schedule of the
International Residential Code unless otherwise noted.
Beams consisting of multiple plies shall be fastened through each ply with three rows
of nails at 12” on center. Column plies shall be fastened together with nails at 12” on
center staggered along each edge. Use 10d nails at 2x members and 16d nails at
LVL members.
Provide blocking below columns at each floor and sill.
Provide blocking between joists below load bearing walls.
Exterior Walls
Studs: 2x4 at 16” on center.
Provide 3 studs minimum at corners.
Provide 1 jack stud at ends of lintels up to 6” deep.
Provide 2 jack studs at ends of lintels greater than 6” deep.
Continuous top plate: 2 -2x4 members.
Sill plate: 2x6 pressure treated.
Provide sill plate anchors at 6’-0” on center and within 6” of wall ends and corners.
Sill plate anchors: ½” diameter threaded rods (ASTM A36) or ½” diameter wedge
anchors. Cast-in-place rods shall have a 3” hook. Provide 8” minimum embedment
into concrete. Provide 3/16”x2 ½”x2 ½” plate washer at all sill anchors.
Exterior Wall Sheathing
Sheathing: 15/32” exterior grade plywood.
Nails at all plywood panel edges: 8d nails at 6” on center.
Nails at interior of plywood panels: 8d nails at 12” on center at each stud.
All joints shall be blocked.
Floor and Roof Sheathing
Floor sheathing shall be 23/32” with minimum 24” floor span rating. Floor sheathing
shall be glued and nailed to supporting members.
Roof sheathing shall be 15/32” with minimum 16” roof span rating.
Long direction of panels shall be perpendicular to joists and rafters.
Nails at all panel edges: 8d nails at 6” on center. Fasten panels to blocking between
rafters with 8d at 6”.
Nails at interior of panels: 8d nails at 12" on center at each joist or rafter.
CURRENT:
ZONING
SET
12.04.2019
DATE
REVISIONS:37-39 REVELL AVENUESET DATE NORTHAMPTON, MA 0106039 REVELL AVE
NORTHAMPTON, MA
413 570-3213
MAPLE STREET
ARCHITECTS
GARAGECONTRACTOR:
JEFFREY BOTT
32 PINE ST
FLORENCE, MA 01062
A1.1LEVEL 1 PLAN
SCALE: 1/4" = 1'-0"
2 - 12" LVL
2 - 12" LVL2X10 FLOOR JOIST TYP.2X6 ROOF RAFTERS
2X10 FLOOR JOIST TYP.
2 - 12" LVL
CURRENT:
ZONING
SET
12.04.2019
DATE
REVISIONS:37-39 REVELL AVENUESET DATE NORTHAMPTON, MA 0106039 REVELL AVE
NORTHAMPTON, MA
413 570-3213
MAPLE STREET
ARCHITECTS
GARAGECONTRACTOR:
JEFFREY BOTT
32 PINE ST
FLORENCE, MA 01062
A1.1aFRAMING PLAN
SCALE: 1/4" = 1'-0"
20'-0"STORAGE
21'-0"
B
3'-0"B
B
B B B
1HR RATED WALL
AT LOT EDGE
CURRENT:
ZONING
SET
12.04.2019
DATE
REVISIONS:37-39 REVELL AVENUESET DATE NORTHAMPTON, MA 0106039 REVELL AVE
NORTHAMPTON, MA
413 570-3213
MAPLE STREET
ARCHITECTS
GARAGECONTRACTOR:
JEFFREY BOTT
32 PINE ST
FLORENCE, MA 01062
A1.2LEVEL 2 PLAN
SCALE: 1/4" = 1'-0"
9 1/2" TJI TYP.
CURRENT:
ZONING
SET
12.04.2019
DATE
REVISIONS:37-39 REVELL AVENUESET DATE NORTHAMPTON, MA 0106039 REVELL AVE
NORTHAMPTON, MA
413 570-3213
MAPLE STREET
ARCHITECTS
GARAGECONTRACTOR:
JEFFREY BOTT
32 PINE ST
FLORENCE, MA 01062
A1.2aFRAMING PLAN
SCALE: 1/4" = 1'-0"
12'-8"CURRENT:
ZONING
SET
12.04.2019
DATE
REVISIONS:37-39 REVELL AVENUESET DATE NORTHAMPTON, MA 0106039 REVELL AVE
NORTHAMPTON, MA
413 570-3213
MAPLE STREET
ARCHITECTS
GARAGECONTRACTOR:
JEFFREY BOTT
32 PINE ST
FLORENCE, MA 01062
A2.0EXISTING ELEVATION
SCALE: 1/4" = 1'-0"
7'19'-8"CURRENT:
ZONING
SET
12.04.2019
DATE
REVISIONS:37-39 REVELL AVENUESET DATE NORTHAMPTON, MA 0106039 REVELL AVE
NORTHAMPTON, MA
413 570-3213
MAPLE STREET
ARCHITECTS
GARAGECONTRACTOR:
JEFFREY BOTT
32 PINE ST
FLORENCE, MA 01062
A2.1FRONT ELEVATION
REAR ELEVATIONLOT LINE SIDE ELEVATION
YARD SIDE ELEVATION
DRIVEWAY
DRIVEWAY
SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"
1HR RATED WALL AT LOT EDGE
(DENSGLASS SHEATHING)
PLYWOOD FLOOR
5/8" GWB
CURRENT:
ZONING
SET
12.04.2019
DATE
REVISIONS:37-39 REVELL AVENUESET DATE NORTHAMPTON, MA 0106039 REVELL AVE
NORTHAMPTON, MA
413 570-3213
MAPLE STREET
ARCHITECTS
GARAGECONTRACTOR:
JEFFREY BOTT
32 PINE ST
FLORENCE, MA 01062
SCALE: 1/4" = 1'-0"
SECTION A3.1