McGavern Design
McGavern Design 21 Marlboro Street Newburyport, MA 978.914.1900
ASSOCIATE
Joseph P Fix, P.E. Fix Engineering 2 Silver Ledge Rd. Newbury, MA 01951 978-462-4331
VOLDINS RESIDENCE 15 Alba Road Wellesley, MA
Addition/Renovation
DATE 2-15-18
ISSUE FOR CONSTRUCTION
ZONING REGULATIONS DRAWING LIST A0 COVER SINGLE RESIDENCE 10,000 SF DISTRICT A1 SITE PLAN A2 EXISTING BASEMENT FLOOR PLAN/DEMOLITION PLAN LOT SIZE: 14,668 SF A3 EXISTING FIRST FLOOR PLANS/DEMOLITION PLAN A4 EXISTING SECOND FLOOR PLANS/DEMOLITION PLAN LOT COVERAGE: EXISTING ALLOWED PROPOSED A5 EXISTING EXTERIOR ELEVATIONS 8.4% 20% 14.4% A6 PROPOSED BASEMENT FLOOR PLAN 1,239 SF 2,500 SF 2,112 SF A7 PROPOSED FIRST FLOOR PLAN A8 PROPOSED SECOND FLOOR PLAN YARD REGULATIONS EXISTING ALLOWED PROPOSED A9 PROPOSED EXTERIOR ELEVATION FRONT YARD WIDTH 155.94’ MIN. 60' 36’ A10 PROPOSED EXTERIOR ELEVATION FRONT YARD DEPTH 39.5’ MIN. 30' 36’ A11 PROPOSED EXTERIOR ELEVATION SIDE YARD WIDTH 26.4’,40.6’ MIN. 20' 21.3’/38.1’ A12 PROPOSED EXTERIOR ELEVATION REAR YARD DEPTH 42’ MIN. 10’ 35.3’ A13 PROPOSED INTERIOR ELEVATIONS A14 PROPOSED INTERIOR ELEVATIONS TLAG EXISTING ALLOWED PROPOSED A15 PROPOSED INTERIOR ELEVATIONS 1,732 SF 3,600 SF 3,486 SF A16 BUILDING SECTION A17 BUILDIG SECTION S1 FRAMING PLANS S2 FRAMING PLANS S3 FRAMING PLANS S4 FRAMING PLANS S5 FRAMING PLANS S6 BUILDING/WALL SECTION A.0 McGavern Design
1 A11
McGavern Design 21 Marlboro Street
10’-0” REAR YARD Newburyport, MA 978.914.1900 SETBACK
NEW STONE STEPS & WALKWAY ASSOCIATE
DRIVEWAY STONE RETAINING WALL RE-BUILT AS REQ’D
20’-0” SIDE YARD SETBACK PROPOSED 1-STORY ADDITION
1 VOLDINS RESIDENCE A12 PROPOSED PROPOSED 15 Alba Road EXISTING Wellesley, MA 1-STORY 2-STORY 2-STORY ADDITION ADDITION HOUSE DRIVEWAY
Addition/Renovation
1 A10
DATE 2-15-18
NEW COVERED ENTRY PORCH ISSUE 20’-0” SIDE YARD SETBACK FOR CONSTRUCTION
35'-0" FRONT YARD SETBACK
SCALE 1/8” = 1’-0”
DESCRIPTION SITE PLAN
1 A9 A.1 KEY EXISTING WALL McGavern TO BE DEMOLISHED Design
3 A5
McGavern Design 21 Marlboro Street Newburyport, MA 978.914.1900
ASSOCIATE
FOUNDATION CUT FOR ENTRY IN TO NEW ADDITION EXISTING ADDITION TO BE REMOVED
EXISTING FOOTINGS TO VOLDINS RESIDENCE BE REMOVED 15 Alba Road Wellesley, MA 4 A5 UTILITY GARAGE
2 A5 Addition/Renovation
DATE 2-15-18
ISSUE PLAYROOM MECH. FOR CONSTRUCTION
SCALE 1/4” = 1’-0”
DESCRIPTION FOUNDATION CUT FOR ENTRY IN TO NEW ADDITION Existing Floor Plans
1 EXISTING FIRST FLOOR A5 1 N A.2 KEY EXISTING WALL McGavern TO BE DEMOLISHED Design
3 A5
McGavern Design 21 Marlboro Street Newburyport, MA 978.914.1900
ASSOCIATE
MUD ROOM TO BE REMOVED
BATH TO BE DEMOLISHED TO STUDS & SUB-FLOOR ADDITION TO BE REMOVED REAR WALL TO BE REMOVED. KITCHEN TO BE DEMOLISHED TO STUDS & SUB-FLOOR
COVERED PORCH MUD TO BE REMOVED
VOLDINS RESIDENCE 15 Alba Road Wellesley, MA 4 ALL FIN. FLOORING TO BE REMOVED A5 KITCHEN OFFICE
2 A5 DN Addition/Renovation CLST LIVING RM. CLST DATE ALL FIN. FLOORING 3-SEASON TO BE REMOVED 2-15-18 ALL FIN. FLOORING PORCH TO BE REMOVED ISSUE DINING RM. FOR CONSTRUCTION
UP
SCALE
WINDOW & WALL TO BE REMOVED 1/4” = 1’-0”
DESCRIPTION Existing Floor Plans
NEW OPENINGS FOR SIDELITES 1 EXISTING FIRST FLOOR A5 1 PORCH TO BE REMOVED N A.3 KEY EXISTING WALL McGavern TO BE DEMOLISHED Design
3 A5
McGavern Design 21 Marlboro Street Newburyport, MA 978.914.1900
ASSOCIATE
ALL BATHROOM FIXTURES & FINISHES TO BE REMOVED DOWN TO STUDS & SUB FLOOR BATHROOM TO BE DEMOLISHED TO STUDS & SUBFLOOR
ADDITION TO BE REMOVED
WALL TO E REMOVED FOR NEW WINDOW
ADDITION TO BE REMOVED
BATH BATH VOLDINS RESIDENCE 15 Alba Road Wellesley, MA 4 A5 BEDROOM 1
WALL & DOOR TO BE REMOVED 2 A5 Addition/Renovation
MASTER BEDROOM DATE 2-15-18
BEDROOM 2 ISSUE FOR CONSTRUCTION
WINDOW TO BE REMOVED
SCALE 1/4” = 1’-0”
DESCRIPTION Existing Floor Plans
WALL TO BE REMOVED FOR NEW WINDOWS
1 EXISTING FIRST FLOOR A5 1 N A.4 KEY EXISTING WALL McGavern TO BE DEMOLISHED Design
McGavern Design 21 Marlboro Street Newburyport, MA 978.914.1900
ASSOCIATE
EXISTING FRONT ELEVATION EXISTING SIDE ELEVATION 1 2 VOLDINS RESIDENCE 15 Alba Road Wellesley, MA
Addition/Renovation
DATE 2-15-18
ISSUE FOR CONSTRUCTION
SCALE 1/8” = 1’-0”
DESCRIPTION Existing Exterior Elevations
EXISTING REAR ELEVATION EXISTING SIDE ELEVATION 3 4 A.5 KEY NEW WALLS McGavern EXISTING WALLS Design
1 A11
1 A17 1 McGavern Design S6 21 Marlboro Street 71'-3" Newburyport, MA 978.914.1900 18'-0" 32'-3" 17'-8 3/4" 3'-3 1/4"
4'-6 3/4" 11'-6 3/4" 11'-7" 4'-6 1/2" ASSOCIATE 4'-9 1/2" 4'-4 1/2" STORAGE BATH 10'-0" (UNFINISHED) 4'-6" 4'-4 1/2"
UP
1 4'-6" VOLDINS RESIDENCE A12 1 15 Alba Road A16 Wellesley, MA 32'-4 1/4"
GARAGE 26'-6" Addition/Renovation UNFINISHED 22'-0" BASEMENT 1 13'-4 1/4"
22'-4 1/4" A10
DATE PLAY ROOM 2-15-18 ISSUE FOR CONSTRUCTION
UP MECH. 4'-6"
SCALE 1/4” = 1’-0” 2'-11"
DESCRIPTION
18'-0" 32'-3" 21'-0" Proposed Floor Plans 1'-10 1/4"
BASEMENT FLOOR PLAN 1 N
1 A9 A.6 KEY NEW WALLS McGavern EXISTING WALLS Design
1 A11
McGavern Design 21 Marlboro Street 1 1 Newburyport, MA A17 S6 71'-3" 978.914.1900
18'-0" 32'-3" 17'-8 3/4" 3'-3 1/4"
9'-0" 9'-0" 2'-6" 3'-6 1/2" 12'-7 1/2" 9'-2 1/4" 4'-4 3/4" 1'-8 1/2"6'-5 3/4" 5'-3" 4'-3 1/4" ASSOCIATE 2'-1" 4'-9 1/2" 1 BKFST A13 2 PANTRY 4'-5" A14 10'-0" NOOK 3
KITCHEN A13 9'-11 1/4" BUILT-IN SEATING BUILT-IN 4 A13 SHOWER 4'-6" 10’ x 4’ ISLAND DN 3'-11"
2 BENCH A13 BATH 3'-5" 2'-6 1/4" 3'-1/2" 9'-11 1/4" 10'-1/4" 5'-4 1/2" 6'-0" 1 VOLDINS RESIDENCE 9 1/2" A12 ALL NEW 5”W T&G OAK 4 4 15 Alba Road FLOORING A14 4 2 A14 1 WINDOW SEAT WINDOW 1 1 A13 A15 7'-3/4" A16 Wellesley, MA @ 1ST FLR A14 A14 2'-2 1/4" MUD RM. 7'-6 1/2" 3'-2 3/4" 2'-8 1/4" 2'-8 1/2" 6'-10 1/2" 3'-11" 2'-6" 3’-7 1/2" 3’-7 1/2" 1 31'-3 1/2" ALL NEW 5”W T&G A15 32'-4 1/4" CLOSET OAK FLOORING @ 1ST FLR 5'-1 1/2" 3 A14 STORAGE DN Addition/Renovation 22'-0" 1 4 16'-2 3/4" 22'-4 1/4" FAMILY ROOM A10 A13 5'-4" 36” GAS FIREPLACE DATE
3 2-15-18 4 DINING A15 A15 16'-3 1/2" OFFICE ISSUE SITTING RM. FOR CONSTRUCTION
UP 5'-7 1/4"
EXISTING CABINETRY CLST TO REMAIN WINDOW SEAT WINDOW 3'-1" WINDOW SEAT SCALE 1/4” = 1’-0” 2'-11"
1'-6" DESCRIPTION 8'-11 3/4" 9'-1/4" C C 15'-1/4" 3'-1" Proposed Floor Plans L PORCH L
1'-10 1/4" 2'-10 3/4" 18'-0" 32'-3" 21'-0" 5'-0"
FIRST FLOOR PLAN STAIN EXISTING FLOORS 1 TO MATCH NEW FLOORING N
1 7'-0" A9 2’-6” 2’-6” 12’-0” A.7 KEY NEW WALLS McGavern EXISTING WALLS Design
1 A11
McGavern Design 21 Marlboro Street 1 1 Newburyport, MA A17 S6 978.914.1900
ASSOCIATE
EXISTING FLOOR STAINED TO MATCH NEW 1ST FLOOR
21'-5 1/2"
7'-10" 9'-10" 3'-9 1/2"
W/D BATH LNDRY BATH TUB VOLDINS RESIDENCE 5'-7 1/4" CLOSET 1 15 Alba Road A16 Wellesley, MA 9'-6 1/2"
1 BEDROOM 1 10'-11" 6'-9 3/4" LINEAR A12 DRAIN 1 A10 15'-8 3/4"
HALL 3'-11 1/4" 4'-1/4"
DN Addition/Renovation 5'-8 3/4" 7'-1" 7'-8 3/4" 22'-0"
NEW 2 1/2” T&G OAK FLOOR, STAINED TO MATCH 1ST FLOOR DATE MASTER 2-15-18 BEDROOM 3 BEDROOM ISSUE BEDROOM 2 FOR CONSTRUCTION
UP 6'-3 1/4" CLOSET
CLST SCALE CLST CLST 1/4” = 1’-0” 4'-10 1/4" 10'-8 3/4" 5'-5" DESCRIPTION 21'-0" Proposed Floor Plans
EXISTING FLOOR STAINED TO MATCH NEW 1ST FLOOR EXISTING FLOOR STAINED TO MATCH NEW 1ST FLOOR SECOND FLOOR PLAN 1 N
1 A9 A.8 WINDOW SCHEDULE NO. MANUF. # R.O. (WxH) TYPE LITES MANUF. NOTES 1 3765 3’-1 3/4” x 5’-5 3/4” Wood clad double hung, Arch Series 6/6, 7/8” SDL Pella 2 3347 2’-9 3/4” x 3’-11 3/4” Wood clad double hung, Arch Series 6/6, 7/8” SDL Pella McGavern 3 3771 3’-1 3/4” x 5’-11 3/4” Wood clad double hung, Arch Series 6/6, 7/8” SDL Pella NOTES: 4 2329 1’-11 3/4” x 2’-5 3/4” Wood clad casement, Arch Series 4, 7/8” SDL Pella Design 1. ALL VINYL SIDING TO BE REMOVED 2. EXTERIOR CLADDING TO BE CEDAR CLAPBOARD 5 3529 2’-11 3/4” x 2’-5 3/4” Wood clad awning, Arch Series 6, 7/8” SDL Pella SIDING, SMOOTH, W/ 4” EXPOSURE. 6 3347 2’-9 3/4” x 3’-11 3/4” Wood clad double hung, Arch Series 6/6, 7/8” SDL Pella 3. ALL EXTERIOR CASINGS TO BE 5/4 PVC 4. NEW GUTTERS & DOWNSPOUTS TO BE COPPER 7 3353 2’-9 3/4” x 4’-5 3/4”, Wood clad double hung, Arch Series 6/6,7/8” SDL Pella
8 3765 3’-1 3/4” x 5’-5 3/4” Wood clad double hung, Arch Series 6/6, 7/8” SDL Pella
9 7296 6’-0” x 8’-0” Wood clad inswing french patio door, Arch Series 10, 7/8” SDL Pella
10 3682 3’-0 3/4” x 8’-0” Wood clad fixed french patio door, Arch Series 10, 7/8” SDL Pella
11 3482 2’-10 1/4” x 6’-10” Wood clad inswing french patio door 10, 7/8” SDL Pella WOOD SHUTTERS TO McGavern Design MATCH EXISTING 21 Marlboro Street ARCHITECTURAL ASPHALT Newburyport, MA SHINGLES TO MATCH EXISTING 978.914.1900 STANDING SEAM METAL ROOF
ASSOCIATE
ARCHITECTURAL ASPHALT FIN. TRAY SHINGLES TO MATCH EXISTING CLNG.
4 4 2 2 8’-6”
FIN. CLNG. VOLDINS RESIDENCE
FIN. FLR. 15 Alba Road FIN. CLNG. Wellesley, MA
3 3 1 1 1 1 9’-0” 7’-4” Addition/Renovation
FIN. FLR. FIN. FLR.
B.O.JOISTS B.O.JOISTS
DATE 2-15-18
8’-0” ISSUE FOR CONSTRUCTION PVC PANELING 9'-5 1/4"
12” PILASTERS, TYP. NEW ENTRY DOOR W/ PVC PANELING CONC. SLAB SIDELIGHTS
DOUBLE 12” TAPERED T.O. GARAGE SLAB SCALE SQUARE COLUMNS 1/4” = 1’-0” 10” WATER TABLE BOARD W/ DRIP CAP, TYP. DESCRIPTION 5/4 CORNER TRIM BOARDS, TYP. EXTERIOR ELEVATIONS/ STEP FOOTING STONE VENEER PORCH W/ THERMAL WINDOW SCHEDULE BLUESTONE TREADS & LANDING
FRONT ELEVATION 1 A.9 McGavern NOTES: Design 1. ALL VINYL SIDING TO BE REMOVED 2. EXTERIOR CLADDING TO BE CEDAR CLAPBOARD SIDING, SMOOTH, W/ 4” EXPOSURE. 3. ALL EXTERIOR CASINGS TO BE 5/4 PVC 4. NEW GUTTERS & DOWNSPOUTS TO BE COPPER
McGavern Design 21 Marlboro Street Newburyport, MA 978.914.1900
STANDING SEAM METAL ROOF ASSOCIATE
FIN. TRAY CLNG.
2 2 8’-6”
FIN. CLNG. KITCHEN VOLDINS RESIDENCE
FIN. FLR. 15 Alba Road FIN. CLNG. Wellesley, MA
1 1 9’-0 ” 7’-4” Addition/Renovation
FIN. FLR. FIN. FLR.
B.O. JOISTS FIN. CLNG.
DATE 2-15-18
ISSUE 9’-5” 9’-5” FOR CONSTRUCTION
T.O. GARAGE FIN. FLR. SLAB SCALE 1/4” = 1’-0”
DESCRIPTION EXTERIOR ELEVATIONS
10” WATER TABLE BOARD W/ DRIP CAP, TYP.
16’-0” x 8’-0” GARAGE DOOR SIDE ELEVATION 1 A.10 McGavern NOTES: Design 1. ALL VINYL SIDING TO BE REMOVED 2. EXTERIOR CLADDING TO BE CEDAR CLAPBOARD SIDING, SMOOTH, W/ 4” EXPOSURE. 3. ALL EXTERIOR CASINGS TO BE 5/4 PVC 4. NEW GUTTERS & DOWNSPOUTS TO BE COPPER
McGavern Design
ARCHITECTURAL ASPHALT 21 Marlboro Street SINGLES TO MATCH EXISTING Newburyport, MA 978.914.1900
ASSOCIATE
ARCHITECTURAL ASPHALT SHINGLES TO MATCH EXISTING
FIN. CLNG.
2 5 5 5 5 5 5 5 7’-4”
FIN. CLNG. FAMILY RM. & VOLDINS RESIDENCE FIN. FLR. KITCHEN FIN. CLNG. 15 Alba Road Wellesley, MA
7 7 7 7 7 6 6 8 8
10 9 10 11 7’-4” 9’-0 1/2”
Addition/Renovation
FIN. FLR. FIN. FLR. FIN. CLNG. FIN. CLNG. 5 5 5 DATE 2-15-18
8’-6” ISSUE 9’-5” FOR CONSTRUCTION
FIN. FLR.
FIN. FLR.
WINDOW WELL, TYP. SCALE 1/4” = 1’-0” STONE VENEER STEPS W/ THERMAL STONE VENEER STEPS W/ BLUESTONE BLUESTONE TREADS & LANDING STANDING SEAM METAL ROOF TREADS & LANDING DESCRIPTION EXTERIOR ELEVATIONS
STEP FOOTING
REAR ELEVATION 1 A.11 McGavern NOTES: Design 1. ALL VINYL SIDING TO BE REMOVED 2. EXTERIOR CLADDING TO BE CEDAR CLAPBOARD SIDING, SMOOTH, W/ 4” EXPOSURE. 3. ALL EXTERIOR CASINGS TO BE 5/4 PVC 4. NEW GUTTERS & DOWNSPOUTS TO BE COPPER
McGavern Design 21 Marlboro Street Newburyport, MA 978.914.1900
ASSOCIATE
ARCHITECTURAL ASPHALT SHINGLES TO MATCH EXISTING, TYP.
FIN. CLNG. 7’-4”
VOLDINS RESIDENCE FIN. FLR. 15 Alba Road FIN. CLNG. Wellesley, MA
8 8 3 3 7’-4”
Addition/Renovation
FIN. FLR.
FIN. CLNG.
DATE 2-15-18
8’-6” ISSUE WINDOW WELL FOR CONSTRUCTION
FIN. FLR.
SCALE PVC PANELING 1/4” = 1’-0” 12” SQR. PILASTERS, TYP. DESCRIPTION EXTERIOR ELEVATIONS
SIDE ELEVATION 1 A.12 COFFERED CEILING W/ CROWN MOLDING, TYP. CAESAR STONE COUNTERTOP & BACKSLASH 6" McGavern Design 9'-1/2" McGavern Design 42 FRIDGE 21 Marlboro Street Newburyport, MA 978.914.1900
36 36 36 18 12 12 3-DWR 3-DWR 3-DWR 3-DWR 3-DWR LS
ASSOCIATE 1'-4"
1 BREAKFAST NOOK, SINK DRAWERS BELOW BUILT-IN BENCH WALL PENDANT LIGHT
8” SQUARE PILASTER, TYP.
21 18 36 3-DWR
VOLDINS RESIDENCE OPEN TO FAMILY RM. 15 Alba Road
9'-1/4" Wellesley, MA
12 21 21 LS 3-DWR 36 3-DWR Addition/Renovation RANGE 1'-4"
DATE BREAKFAST NOOK RANGE WALL DRAWERS BELOW BUILD-IN BENCH 2 3 2-15-18
ISSUE FOR CONSTRUCTION
36 36 36 SCALE
OPEN TO 1/4” = 1’-0” MUD RM. SINK MICROWAVE DESCRIPTION INTERIOR ELEVATIONS 9'-1/2"
24 30 30 WINE 24 FRIDGE 3-DWR .13 PANEL WAINSCOTING PANTRY, HALLWAY, A 4 8” PILASTER, TYP. DINING ROOM EXISTING FIREPLACE ENTRY BDRM. EXIST. HALL KITCHEN
7'-4"4" BATH STORAGE CROWN MOLDING COFFERED CEILINGW/ 1 BUILDING SECTION
9'-1/2"
A McGavern
Addition/Renovation
15 AlbaRoad VOLDINS RESIDENCE Buildin DESCRIPTION
1/4” =1’-0” Wellesle
FOR CONSTRUCTION 2-15-18
SCALE ISSUE DATE ASSOCIATE 978.914.1900 Newburyport, MA 21 MarlboroStreet McGavern Design
Design g Section y , MA
.17
CAESAR STONE BACKSPLASH & COUNTER
8” SQUARE PILASTER BAR SINK McGavern Design
OPEN TO 36 36 OPEN TO DINING RM. SITTING RM. 9'-1/2"
McGavern Design 21 Marlboro Street
18 36 18 30 Newburyport, MA 3-DWR 3-DWR 3-DWR 978.914.1900
ASSOCIATE 1 KITCHEN
CARARRA MARBLE WATERFALL COFFERED CEILING, TYP. COUNTERTOP WALL-MOUNTED, RECESSED T.V 6" 6"
VOLDINS RESIDENCE 15 Alba Road 9'-1/2" Wellesley, MA
36 36 36 Addition/Renovation
36” GAS FIREPLACE W/ MANTEL 2 KITCHEN ISLAND 3 FAMILY ROOM BUILT-IN WINDOW SEAT & SHELVESW/ DATE BASE CABINET 2-15-18 DRAWERS BELOW BUILT-IN BENCH ISSUE SINGLE-GLAZED TRANSOM WINDOW (INTERIOR) FOR CONSTRUCTION
SCALE 1/4” = 1’-0” 30 30
DESCRIPTION INTERIOR ELEVATIONS
36 36 36
12”D FULL CABINET 12”D CABINETS 4 KITCHEN, MUD ROOM .14 BUILT-IN BENCH W/ DRAWERS BELOW A & PANELING ABOVE WAINSCOTING COATHANGING
McGavern Design
30 30 30 12”D 12”D 12”D
5'-6" McGavern Design 21 Marlboro Street Newburyport, MA 978.914.1900
ASSOCIATE 2 MUD ROOM 1 MUD ROOM
VOLDINS RESIDENCE 15 Alba Road Wellesley, MA
Addition/Renovation
4 SITTING ROOM 3 OFFICE BUILT-IN SHELVES W/ CABINET BELOW EXISTING CORNER CABINET WINDOW SEAT W/ DRAWER BELOW DATE WALL PANELING 2-15-18
ISSUE FOR CONSTRUCTION
SCALE 1/4” = 1’-0”
DESCRIPTION INTERIOR ELEVATIONS
A.15 McGavern Design
McGavern Design 21 Marlboro Street Newburyport, MA 978.914.1900
COFFERED CEILING W/ CROWN MOLDING,. ASSOCIATE
7'-4 1/2" MSTR. BATH BATH LNDRY CLOSET EXIST. BDRM
KITCHEN FAMILY RM. BATH 9'-1/2"
7'-4" VOLDINS RESIDENCE MUD RM. 15 Alba Road Wellesley, MA
Addition/Renovation FINISHED PLAY ROOM GARAGE BASEMENT
DATE 2-15-18
ISSUE FOR CONSTRUCTION
STEP FOOTING SCALE 1/4” = 1’-0”
DESCRIPTION Building Section
BUILDING SECTION 1 A.16 McGavern Design
BASE PLATE FOR HSS 4 X 4 X 1/4 COLUMN, MIN. 5” X 10” X 5/8” THICK, W/ (2) 5/8” 10” CONCRETE FOUNDATION ANCHOR BOLTS (ALL FOOTINGS MIN. 4’-0” BELOW GRADE, TYP.) W/ CONTINUOUS #4 REBAR AT TOP, BOTTOM AND THIRD POINTS, AND #4 REBAR @ 24” CENTERED VERTICALLY ON WALL, TYP. McGavern Design 21 Marlboro Street Newburyport, MA 978.914.1900
STEP FOOTING ASSOCIATE
Joseph P Fix, P.E. Fix Engineering 2 Silver Ledge Rd. Newbury, MA 01951 978-462-4331
12” X 24” STRIP FOOTING
VOLDINS RESIDENCE 15 Alba Road 2 S1 Wellesley, MA
Addition/Renovation BASE PLATE FOR HSS 3 X 3 X 1/4” COLUMN, MIN. 5” X 9” X 5/8” THICK W/ (2) 5/8” ANCHOR BOLTS
DATE 2-15-18
ISSUE FOR CONSTRUCTION
SCALE STEP FOOTING 1/4” = 1’-0” EXISTING W8
W10 X 49 DESCRIPTION FOUNDATION PLAN
CUT EXISTING BEAM TO INSTALL PROPOSED W10 X 49; CONNECT W8 TO W10 X 49 WITH WELDED OR BOLTED CONNECTIONS. BASEMENT FLOOR SUBMIT PROPOSED CONNECTION 1 DETAIL TO ENGINEER FOR HSS 3 X 3 X 1/4 APPROVAL.
2 PLAN DETAIL @ BEAM CONNECTION S.1 McGavern Design
BASE PLATE FOR HSS 4 X 4 X 1/4 COLUMN, MIN. 5” X 10” X 5/8” THICK, W/ (2) 5/8” FLOOR OISTS 2 X 8 1 ” O.C. ANCHOR BOLTS McGavern Design 21 Marlboro Street Newburyport, MA 978.914.1900
2 X 10 1 ” O.C.
W10 X 49 ASSOCIATE OISTS 9 1/2” A S 25 1 ” O.C. Joseph P Fix, P.E. Fix Engineering 2 Silver Ledge Rd. Newbury, MA 01951 978-462-4331
EXISTING STEEL BEAM (W8 X 13) VOLDINS RESIDENCE 15 Alba Road 2 S2 Wellesley, MA EXISTING BEAM EXISTING BEAM
Addition/Renovation
HSS 3 X 3 X 1/4” COLUMN
DATE 2-15-18 EXISTING BEAM ISSUE FOR CONSTRUCTION
SCALE 1/4” = 1’-0” EXISTING W8
W10 X 49 HEADER W10 X 33 DESCRIPTION FRAMING PLANS EXISTING 2 X 8 FRAMING, 1 ” O.C., T P. CUT EXISTING BEAM TO INSTALL PROPOSED W10 X 49; CONNECT W8 TO W10 X 49 WITH WELDED OR BOLTED CONNECTIONS. FIRST FLOOR SUBMIT PROPOSED CONNECTION 1 DETAIL TO ENGINEER FOR HSS 3 X 3 X 1/4 APPROVAL.
2 PLAN DETAIL @ BEAM CONNECTION S.2 McGavern Design
HEADER (3) 1 3/4 X 9 1/4” LVL 2 X 8 CEILING OISTS (2) 1 3/4 X 1/4” LVL McGavern Design HEADER (3) 2 X 10 21 Marlboro Street 1/4” FRAMING (TO MATCH Newburyport, MA EXISTING FLOOR THICKNESS) CEILING OISTS 2 X 8 1 ” O.C. 978.914.1900 HEADER (3) 2 X 8 HEADER (3) 2 X 8
HEADER (3) 2 X 8 BEARING WALL ABOVE ASSOCIATE
STEEL BEAM (FLUSH W/ BOTTOM OF Joseph P Fix, P.E. 2ND FLOOR) W10 X 88 Fix Engineering 2 Silver Ledge Rd. CEILING OISTS 2 X 8 1 ” O.C. Newbury, MA 01951 (3) 2 X 8 978-462-4331 HEADER (3) 2 X 10
(2) 2 X 8
COLUMN HSS 4 X 4 X 1/4 COLUMN HSS 4 X 4 X 1/4
(3) 1 3/4 X 11 /8” LVL VOLDINS RESIDENCE (FLUSH AT BOTTOM OF OISTS 15 Alba Road Wellesley, MA POST (4) 2 X POST (4) 2 X (2) 2 X 8
POST UP Addition/Renovation POST UP X (2) 2 X 8
OISTS 2 X 8 12” O.C. CEILING OISTS 2 X 10 1 ” O.C. DATE 2-15-18
ISSUE FOR CONSTRUCTION
(2) 2 X 8 SCALE 1/4” = 1’-0” (3) 2 X ACK STUDS (T P.) HEADER (3) 2 X 8 DESCRIPTION FRAMING PLANS HEADER (2) 1 3/4 X 1/4” LVL HEADER (3) 1 3/4 X 14” LVL
EXISTING 2 X 8 FRAMING HEADER (3) 2 X 8
SECOND FLR FRAMING 1 S.3 McGavern Design
McGavern Design 2 8 RAFTERS, 1 ” O.C. 21 Marlboro Street Newburyport, MA HEADER (FLUSH W/ LOWER CEILING OISTS) (2) 2 X 8 978.914.1900
UPPER CEILING OISTS 2 X 8 ASSOCIATE 2 X 8 OVERROOF RAFTERS Joseph P Fix, P.E. RAFTERS 2 X 8 1 ” O.C. Fix Engineering 2 Silver Ledge Rd. HEADER (3) 2 X 10 Newbury, MA 01951 978-462-4331 BEARING WALL
VOLDINS RESIDENCE STEEL STRAPS TO CONNECT 15 Alba Road CEILING OISTS (SIMPSON LSTA21) Wellesley, MA
Addition/Renovation
DATE 2-15-18
ISSUE FOR CONSTRUCTION
LOWER CEILING OISTS 2 X 8 1 ” O.C. (TRA CEILING W/ POCKET FOR UP SCALE LIGHTING) X PSL POST 1/4” = 1’-0”
HIP RAFTERS (2) 1 3/4 X 9 1/4” LVL DESCRIPTION FRAMING PLANS
1 CEILING & ROOF S.4 STRUCTURAL NOTES
GENERAL 1. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, NINTH ADDITION 2. CONTRACTOR SHALL NOTIF THE ARCHITECT OR ENGINEER DURING DEMOLITION TO EXAMINE EXISTING FRAMING AS NECESSAR . IF EXISTING McGavern CONDITIONS DIFFER FROM THE DRAWINGS, CONTRACTOR SHALL CONSULT WITH ARCHITECT OR ENGINEER BEFORE PROCEEDING. 3. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND ELEVATIONS SHOWN ON Design THE DRAWINGS. 4. CONTRACTOR IS SOLE RESPONSIBLE FOR OB SAFET .
FOUNDATIONS 1. FOUNDATIONS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL BACKFILL. NO FOUNDATION SHALL BE PLACED ON FRO EN SUBGRADE. 2. PRESUMED SOIL BEARING CAPACIT IS 3,000 PSF. 3. BOTTOM OF EXTERIOR FOOTINGS AND PIERS SHALL BE SET AT LEAST 4 FEET BELOW FINAL GRADE. 4. WHERE NEW FOUNDATION WALLS ABUT EXISTING FOUNDATION WALLS, DRILL AND GROUT 24 INCH LONG REBARS INTO EXISTING FOUNDATION WALL ( INCH MIN. EMBED.) AT 30 INCH VERTICAL SPACING. AFTER CONCRETE HAS CURED APPL WATERPROOF CAULKING/SEALER TO OINT BETWEEN NEW AND EXISTING FOUNDATION WALLS. McGavern Design
CONCRETE 21 Marlboro Street 1. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 Newburyport, MA PSF AT 28 DA S. CONCRETE SHALL BE AIR ENTRAINED. 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE 978.914.1900 INSTITUTE S (ACI) BUILDING CODE RE UIREMENTS FOR REINFORCED CONCRETE (ACI 301) AND RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING (ACI 30 ). 3. NO CONCRETE SHALL BE PLACED ON FRO EN SUB GRADE. 4. ANCHOR BOLTS SHALL BE 1/2 INCH DIAMETER, 12 INCHES LONG, SPACED AT 5 RAFTERS 2 X 10 S 1 ” O.C. FT. MAXIMUM AND 12 INCHES MAXIMUM FROM CORNERS AND ENDS. 5. PROVIDE DIAMETER PERFORATED PVC CONTINUOUS PERMIMETER DRAIN ASSOCIATE SURROUNDED B INCHES OF 3/4 INCH WASHED CRUSHED STONE WRAPPED B FILTER FABRIC. PITCH DRAIN TO DA LIGHT OR DR WELL. . UNLESS NOTED OTHERWISE, EXTERIOR SURFACES OF FOUNDATION WALLS SHALL BE DAMP PROOFED FROM FOOTING TO FINISH GRADE. Joseph P Fix, P.E. . DO NOT PLACE BACKFILL UNTIL FIRST FLOOR FRAMING IS IN PLACE. THE Fix Engineering BACKFILL MATERIAL SHALL BE GRANULAR SOIL, CLEAN AND FREE OF ORGANIC MATERIAL. 2 Silver Ledge Rd. 8. VERIF ALL PLUMBING, MECHANICAL AND ELECTRICAL RE UIREMENTS BEFORE POURING CONCRETE. Newbury, MA 01951 9. PROVIDE INCHES OF FREE DRAINING COMPACTED GRAVEL AND MIL POL ETH LENE VAPOR BARRIER UNDER SLABS ON GRADE. 978-462-4331 10. PROVIDE CONTROL OINTS IN SLAB TO CONTROL CRACKING.
WOOD 1. FRAMING LUMBER SHALL BE SPRUCE PINE FIR 2 OR BETTER. 2. ALL POSTS SHALL BE FULL BLOCKED BETWEEN FLOORS WITH THE GRAIN OF BLOCKING IN A VERTICAL ORIENTATION. 3. PROVIDE BLOCKING BETWEEN OISTS WHERE OISTS RUN OVER SUPPORTING BEAMS. 4. PROVIDE AN ADDITIONAL OIST UNDER ALL INTERIOR WALLS RUNNING PARALLEL TO FLOOR OISTS. PROVIDE BLOCKING BETWEEN FLOOR OISTS FOR ALL INTERIOR WALLS RUNNING PERPENDICULAR TO FLOOR OISTS. 5. PROVIDE BRIDGING AT MID SPAN OF ALL OISTS WITHOUT CEILING BELOW. . LAMINATED VENEER LUMBER BEAMS (LVL) SHALL HAVE A MODULUS OF ELASTICIT (E) OF 2,000,000 PSI AND AN ALLOWABLE BENDING STRESS (F ) OF 3000 PSI. LVL S SHALL BE INSTALLED PER MANUFACTURER S RECOMMENDATIONS. VOLDINS RESIDENCE . LVL BEAMS SHALL BE FASTENED TOGETHER AS FOLLOWS 15 Alba Road . TWO PL BEAMS LESS THAN 14 INCHES DEEP SHALL BE NAILED TOGETHER WITH THREE ROWS OF 10 NAILS AT 12 INCH SPACING (OR TWO ROWS OF 1 Wellesley, MA NAILS AT 12 INCH SPACING). . TWO PL BEAMS 14 INCHES OR DEEPER (BUT LESS THAT 24 INCHES DEEP) SHALL BE NAILED TOGETHER WITH FOUR ROWS OF 10 NAILS AT 12 INCH SPACING (OR THREE ROWS OF 1 NAILS AT 12 INCH SPACING). . TWO PL BEAMS 24 INCHES DEEP SHALL BE NAILED TOGETHER WITH FOUR ROWS OF 10 OR 1 NAILS AT 12 INCH SPACING. . THREE AND FOUR PL BEAMS SHALL BE FASTENED TOGETHER WITH TWO ROWS OF HALF INCH THROUGH BOLTS SPACED AT 1 INCHES. . TWO PL BEAMS SIDE LOADED WITH POINT LOADS (INDICATED AS SL”) SHALL HAVE ADDITIONAL CONNECTORS NEAR THE BEAM HANGER EIGHT TRUSSLOK SCREWS OR 24 10 NAILS. Addition/Renovation 8. WHERE LVL BEAMS ARE FLUSH FRAMED TO LVL BEAMS USE SIMPSON HGUS T PE BEAM HANGERS. 9. WHERE PSL COLUMNS ARE SPECIFIED USE PARALLAM PSL COLUMNS OR VERSA LAM LVL COLUMNS (OR E UIVALENT). 10. CONFORM TO MANUFACTURER S RECOMMENDATIONS WITH RESPECT TO INSTALLATION, CUTTING, NOTCHING, AND FASTENING OF ALL ENGINEERED LUMBER. 11. PROVIDE SIMPSON H2.5 HURRICANE TIES AT EVER RAFTER/ TOP PLATE DATE CONNECTION. 12. CONNECT OPPOSING RAFTERS TOGETHER WITH COLLAR TIES OR WITH STEEL 2-15-18 STRAP TIES OVER THE RIDGE (SIMPSON LSTA21). 13. THE DECK LEDGER CONNECTIONS SHALL BE IN ACCORDANCE WITH SECTION R502.2.2, INCLUDING TABLE R502.2.2.1 OF THE 2009 INTERNATIONAL RESIDENTIAL ISSUE CODE. 14. EACH DECK IS TO BE LATERALL TIED TO THE MAIN STRUCTURE IN FOR CONSTRUCTION ACCORDANCE WITH SECTIONS 502.2.2 AND R502.2.2.3 OF 2009 INTERNATIONAL RESIDENTIAL CODE. 15. DESIGN AND DETAILING OF DECK RAILING IS THE RESPONSIBILIT OF THE CONTRACTOR. REFER TO THE 2009 INTERNATIONAL RESIDENTIAL CODE AND THE PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE PUBLISHED B THE AMERICAN FOREST AND PAPER ASSOCIATION. SCALE STRUCTURAL STEEL 1/4” = 1’-0” 1. STRUCTURAL STEEL WORK SHALL CONFORM TO SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” (AISC 1989), CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES” (AISC), AND STRUCTURAL WELDING CODE” (AWS D1.1) 2. STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH DETAILING FOR DESCRIPTION STEEL CONSTRUCTION” (AISC). 3. WIDE FLANGE STEEL BEAMS SHALL CONFORM TO ASTM A5 2 (F 50 KSI). FRAMING PLANS 4. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 GRADE B (F 4 KSI). 5. PLATES AND ANGLES SHALL CONFORM TO ASTM A3 . . BEAM AND COLUMN CONNECTIONS CAN BE BOLTED OR WELDED. . HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325. MINIMUM DIAMETER SHALL BE 3/4 INCH. 8. FILLET WELDS SHALL BE 1/4 INCH MINIMUM. 9. STRUCTURAL STEEL SHALL BE PAINTED IN THE SHOP WITH ONE COAT OF PRIMER. ROOF 1 S.5 ROOF: • ARCHITECTURAL ASPHALT SHINGLES 2 x 12 RIDGE McGavern • 5/8" APA-EXT-1 PLYWOOD SHEATHING • 2 x 10 RAFTERS @ 16” O.C. Design • 2 x 8 CEILING JOISTS @ 16” O.C. 2 x 6 COLLAR TIES • 1/2 LB OPEN CELL FOAM INSULATION (R-38) • 1/2" BLUEBOARD W/ FINISH PLASTER LAP CEILING JOISTS OVER BEARING WALL
STEEL STRAPS McGavern Design BEARING WALL 21 Marlboro Street Newburyport, MA 978.914.1900
EXTERIOR WALL: ASSOCIATE • PAINTED CEDAR CLAPBOARDS • VAPOR BARRIER • 1/2" PLYWD SHEATHING • 2 x 6 STUDS WALLS • R21 BATT INSULATION MASTER BATH •1/2" BLUEBOARD W/ FINISH PLASTER BEDROOM STANDING SEAM METAL ROOF
(3) 2 x 8
STANDING SEAM METAL ROOF
2 x 8’S 12” O.C.
(3) 14” LVL FLUSH W/ BOTTOM VOLDINS RESIDENCE OF JOISTS 15 Alba Road Wellesley, MA
OFFICE MUD RM.
Addition/Renovation
P.T. MUD SILL DAMP PROOFING 1/2" J-BOLT @ 4'-0" O.C. MAX DATE BEARING WALL 2-15-18 W10 x 49
2 x 10 @ 16” O.C. ISSUE FOR CONSTRUCTION GARAGE
CONTINUOUS #4 REBAR AT TOP, BOTTOM AND THIRD POINTS, TYP.
HSS 3 x 3 x 1/4” SCALE 3/8” = 1’-0” 10” CONCRETE FOUNDATION (ALL FOOTINGS MIN. 4’-0” BELOW GRADE, TYP.) DESCRIPTION Building Section CONTINUOUS #4 REBAR AT TOP, #4 REBAR @ 24” CENTERED ON WALL, TYP. BOTTOM AND THIRD POINTS
STEPPED FOOTING STEPPED FOOTING 12” x 24” STRIP FOOTING UNDER WALL
BUILDING SECTION 1 S.6