HomeMy WebLinkAbout2019 NOID Full Dormers Delay ImposedFIRST FLOOR PLAN
DESIGNER OF ANY ERRORS OR OMISSIONS.
THESE DRAWINGS ARE SOLELY FOR THE USE
ACT OF 1990.
ARCHITECTURAL COPYRIGHT PROTECTION
THESE DRAWINGS REQUIRES THE WRITTEN
CONSENT OF THE DESIGNER UNDER THE
OF THE OWNER NOTED. ANY OTHER USE OF
COMMENCES WITHOUT NOTIFYING THE
IN THESE DRAWINGS IF CONSTRUCTION
WILL BE RESPONSIBLE FOR THE CONTENT
THESE DRAWINGS PRIOR TO START OF
ERRORS OR OMISSIONS ARE FOUND ON
THE DESIGNER SHALL BE NOTIFIED IF ANY
CONSTRUCTION. THE BUILDING CONTRACTOR
COTUIT BAY DESIGN, LLC
43 BREWSTER ROAD
MASHPEE ,MA. 02649
FAX (508) 539-9402
PH. (508) 274-1166
101 EDGEHILL ROAD HYANNISPORT, MA
KENNEDY RESIDENCE
NEW ADDITION/REMODELING PLAN FOR:
A1
DRAWING NO. :SCALE :
1/4" = 1'-0"
1/11/2019
DATE :
CONSTRUCTION TO BE REMOVED
NEW CONSTRUCTION
LEGEND:
EXISTING WALLS
LIVING
UP53'-7"28'-0"14'-5"12'-0"22'-8"4'-6"20'-6"7'-6"
DINING
KITCHEN
UP
STUDY
EXIST.
DECK
EXIST.
SECOND FLOOR PLAN
BEDROOM #153'-7"28'-0"
UP
BEDROOM #3
ASSUMED BEAM BEAM ABOVEBATH
CLOS.
DN.53'-7"HALL
BEDROOM #5
BATH #1
BEDROOM #4
ENTRY
E
N
S
W
BEDROOM #2
CARBON MONOXIDE DETECTOR
SMOKE DETECTOR
COVERED
PORCH
BATH #5
NAILING SCHEDULE
NO. OF BOX NAILS
8d1/2" & 25/32" FIBERBOARD PANELS
1/2" GYPSUM WALLBOARD
1" OR LESS THICKNESS
WOOD STRUCTURAL PANELS (PLYWOOD)
GREATER THAN 1" THICKNESS
FLOOR SHEATHING:
5d
8d
10d
110 MPH EXPOSURE B WIND ZONE
LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED)
GABLE END WALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS
GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED)
JOIST ON LEDGER TO BEAM (TOE NAILED)
RAFTERS OR TRUSSES SPACED UP TO 16" o.c.
WOOD STRUCTURAL PANELS (PLYWOOD)
BAND JOIST TO SILL OR TOP PLATE (TOE NAILED0
RAFTERS OR TRUSSES SPACED OVER 16" o.c.
BAND JOIST TO JOIST (END NAILED)
ROOF SHEATHING:
GYPSUM WALLBOARD
W/ STRUCTURAL OUTLOOKERS
CEILING SHEATHING:
STUDS SPACED UP TO 24" o.c.
WOOD STRUCTURAL PANELS (PLYWOOD)
GABLE END WALL RAKE OR RAKE TRUSS
WALL SHEATHING:
JOINT DESCRIPTION
TOP PLATES AT INTERSECTIONS (FACE NAILED)
BLOCKING TO RAFTER (TOE NAILED)
RIM BOARD TO RAFTER (END NAILED)
BLOCKING TO SILL OR TOP PLATE (TOE NAILED)
BLOCKING TO JOISTS (TOE NAILED)
HEADER TO HEADER (FACE NAILED)
STUD TO STUD (FACE NAILED)
WALL FRAMING:
FLOOR FRAMING:
ROOF FRAMING:
3-8d
5d
8d
8d
8d
8d
8d
8d
2- 16 d
3-16d
NO. OF COMMON NAILS
2-8d
3-16d
3-16d
4-8d
2- 16 d
16d
4-16d
2- 16 d
2- 8d
----3" EDGE/6" FIELD
6" EDGE/12" FIELD
6" EDGE/6" FIELD
7" EDGE/10" FIELD
10d
16d
----
PER JOIST3-10d
PER FOOT
PER JOIST
4" EDGE/4" FIELD
7" EDGE/10" FIELD
6" EDGE/6" FIELD
6" EDGE/6" FIELD
6" EDGE/6" FIELD
4" EDGE/4" FIELD
6" EDGE/12" FIELD
10d
----
10d
10d
10d
10d
10d
3- 16d
4-16d
EACH END
AT JOINTS
EACH END
EACH END
PER JOIST
EACH JOIST
NAIL SPACING
16" o.c. ALONG EDGES
EACH BLOCK
2-10d
4-16d
4-16d
4-10d
2-16d
16d
5-16d
24" o.c.
3- 16d
2- 10d
DURING FRAMING CONSTRUCTION
INSTALLER/CONTRACTOR.
TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE
FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY
EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION
13.)
12.)
11.)
110 MPH EXPOSURE B WIND ZONE
2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS,
1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS
ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015
ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS
ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,
FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF
VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE
OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING
NOTES:
FIRST FLOOR TO BE 6'-10" ABOVE SUBFLOOR
3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT
DETAILS, & FINISHES IN THE FIELD WITH OWNER
& DIMENSIONS IN THE FIELD
ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD
ALL SIMPSON COMPONENTS
TO BE 3000 PSI
8.)
9.)
10.)
5.)
6.)
7.)
4.)
ALL HEADERS TO BE 2- 2 x 6's UNLESS OTHERWISE NOTED
14.)THIS STRUCTURE IS DESIGNED TO THE AF&PA WOOD FRAME CONSTRUCTION
MANUAL FOR 110 MPH EXPOSURE "B" LOCATION PER SECTION R301.2.1.1
BASEMENT WALL
IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS
2. 15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR
OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL
3. REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION & ENERGY REQUIREMENTS
TABLE 402.1.2 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS)
CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION
NOTES:
1. R-VALUES ARE MINIMUMS & U-FACTORS ARE MAXIMUMS.
U-FACTOR
SKYLIGHTFENESTRATION
U-FACTOR
0.30 0.55
WOOD FRAMED WALLCEILING
R-VALUE
49
R-VALUE
20 or 13 + 5
R-VALUE
30
FLOOR
R-VALUE
15/19
R-VALUE
CRAWL SPACE WALLBASEMENT SLAB
10 (4 FT. DEEP)
R-VALUE
15/19
4. 13 + 5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR
& R13 CAVITY INSULATION
MASS.
AMMEND.
28'-0"
A2
A
A2
A
A2
A
A2
A
STACK W/D
10'-2"
10'-2"
CLOS.CLOS.CLOS.CLOS.15'-11"13'-2"
13'-10"14'-3"1'-0"BATH #2
BATH #3BATH #4
LIN.
CLOS.
HALL
13'-10"14'-2"
PRELIMINARY DRAWING
NOT FOR CONSTRUCTION
(VAULTED)
60"
VANITY
7'-8 1/2"7'-8 1/2"NORTH ELEVATION
WEST ELEVATION
DESIGNER OF ANY ERRORS OR OMISSIONS.
THESE DRAWINGS ARE SOLELY FOR THE USE
ACT OF 1990.
ARCHITECTURAL COPYRIGHT PROTECTION
THESE DRAWINGS REQUIRES THE WRITTEN
CONSENT OF THE DESIGNER UNDER THE
OF THE OWNER NOTED. ANY OTHER USE OF
COMMENCES WITHOUT NOTIFYING THE
IN THESE DRAWINGS IF CONSTRUCTION
WILL BE RESPONSIBLE FOR THE CONTENT
THESE DRAWINGS PRIOR TO START OF
ERRORS OR OMISSIONS ARE FOUND ON
THE DESIGNER SHALL BE NOTIFIED IF ANY
CONSTRUCTION. THE BUILDING CONTRACTOR
COTUIT BAY DESIGN, LLC
43 BREWSTER ROAD
MASHPEE ,MA. 02649
FAX (508) 539-9402
PH. (508) 274-1166
101 EDGEHILL ROAD HYANNISPORT, MA
KENNEDY RESIDENCE
NEW ADDITION/REMODELING PLAN FOR:
A2
DRAWING NO. :SCALE :
1/4" = 1'-0"
1/11/2019
DATE :
PRELIMINARY DRAWING
NOT FOR CONSTRUCTION
12
4
12
8
12
4 7'-8 1/2"7'-8 1/2"SOUTH ELEVATION
12
4
12
8
EAST ELEVATION 7'-8 1/2"7'-8 1/2"12
12