HomeMy WebLinkAboutPlans175 PINE GROVE ROAD S. YARMOUTH, MA
DATE :A1
DRAWING NO. :
11/29/2022
FARRELL RESIDENCE
NEW REMODELING FOR:SCALE :
1/4" = 1'-0"
MASHPEE ,MA. 02649
43 BREWSTER ROAD
COTUIT BAY DESIGN, LLC
PH. (508) 274-1166
DESIGNER OF ANY ERRORS OR OMISSIONS.
COMMENCES WITHOUT NOTIFYING THE
IN THESE DRAWINGS IF CONSTRUCTION
WILL BE RESPONSIBLE FOR THE CONTENT
ERRORS OR OMISSIONS ARE FOUND ON
THE DESIGNER SHALL BE NOTIFIED IF ANY
ARCHITECTURAL COPYRIGHT PROTECTION
THESE DRAWINGS REQUIRES THE WRITTEN
CONSENT OF THE DESIGNER UNDER THE
OF THE OWNER NOTED. ANY OTHER USE OF
THESE DRAWINGS ARE SOLELY FOR THE USE
CONSTRUCTION. THE BUILDING CONTRACTOR
ACT OF 1990.
THESE DRAWINGS PRIOR TO START OF
FIRST FLOOR PLAN
CONSTRUCTION TO BE REMOVED
NEW CONSTRUCTION
LEGEND:
EXISTING WALLS
KITCHEN
REMOD.
RANGE
REF
SINK
DWCLOS.CLOS.
BATH
REMOD.
BEDROOM
REMOD.
SUNROOM
RE-BUILT
31'-6"9"9"8'-0"18'-0"2'-0"5'-0"11'-9"15'-3"6'-0"2'-0"3'-0"8'-0"22'-0"LIVING
REMOD.
5' TUB/
SHWR.
STACK
W/D
LIN.
DN.
4'-0"4'-0"PORCH
COVERED
DN.
(VAULTED CEILING)
BEDROOM
REMOD.
AREA CALCULATIONS:
HOUSE 672 S.F.
FRONT PORCH 76 S.F.
REAR PORCH 252 S.F.
TOTAL AREA 1000 S.F.
LOT AREA 5827.2 S.F.
COVERAGE 17.1%
CARBON MONOXIDE DETECTOR
HEAT DETECTOR
SMOKE DETECTOR
DURING FRAMING CONSTRUCTION
9.)
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
SEE CERTIFIED PLOT PLAN FOR ALL EXISTING & PROPOSED DETAILS.
FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF
VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE
NOTES:
FIRST FLOOR TO BE 6'-11" ABOVE SUBFLOOR
3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT
DETAILS, & FINISHES IN THE FIELD WITH OWNER
& DIMENSIONS IN THE FIELD
ALL SIMPSON COMPONENTS, MATERIALS TO BE ZMAX OR S.S.
6.)
7.)
8.)
5.)
4.)
INSTALLER/CONTRACTOR.
FOLLOW ALL REQUIREMENTS OF THE IECC2018 RESIDENTIAL ENERGY
EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION
VIA UNDERGROUND CONNECTIONS TO COMPLY W/ ALL LOCAL CODES
PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE12.)
11.)
10.)
ALL WINDOWS & DOORS TO HAVE SILL PANS & ICE/WATER SHIELD FLASHING
13.)THIS STRUCTURE IS DESIGNED TO THE AF&PA WOOD FRAME CONSTRUCTION
MANUAL FOR 110 MPH EXPOSURE "B" LOCATION PER SECTION R301.2.1.1
14.)
VERTICALLY OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12"
TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE, 900 PSI MIN.
TO BE 3000 PSI AT 28 DAYS
ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS
15.)
ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED
FIELD NAILING
16.)
INSTALL ALL ROOF TO WALL, CHIMNEY, & OTHER FLASHING PER
MANUFACTURER'S INSTRUCTIONS
FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF
ALL WINDOWS AND DOORS
BASEMENT WALL
IECC2018 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 2018 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.
LAUNDRY WALLS. VERIFY OTHER LOCATIONS WITH OWNERS
INSTALL ROXUL SAFE N SOUND BATT INSULATION AT ALL BATH &17.)
2'6" x 4'5"
DOUBLE 1'-10"4'-5"2'-9"2'-9"3'-3"2'-1"3'-11"3'0" x 6'8"HUNG
2'6" x 4'5"
DOUBLE
HUNG
2'6" x 4'5"
DOUBLE
HUNG
2'6" x 4'5"
DOUBLE
HUNG
2'6" x 4'5"
DOUBLE
HUNG
2'6" x 4'5"
DOUBLE
HUNG
2'6" x 4'5"
DOUBLE
HUNG
2'6" x 1'9"
AWNING
2'6" x 1'9"
AWNING
2'6" x 1'9"
AWNING 3'0" x 6'8"FRENCH3'0" x 6'8"FRENCH2'6" x 6'8"
2'6" x 6'8"2'8" x 6'8"3'0" x 6'8"
FOLDING
3'0" x 6'8"
FOLDING 1'6" x 6'8"(VERIFY KITCHEN
LAYOUT W/ OWNER)8'-10"1'-0"2'-4"7'-10"4'-0"3'-10"4'-2"3'-3"3'-4"2 x 6 WALL10'-11"
(VAULTED CEILING)4'-2"3'-10"4'-2"6'-6"6'-6"6'-6"5'-8"2'-2"4'-2"3'-10"6'0" x 5'0"
GLIDING
WINDOW
6'0" x 5'0"
GLIDING
WINDOW
6'0" x 5'0"
GLIDING
WINDOW
6'0" x 5'0"
GLIDING
WINDOW
6'0" x 5'0"
GLIDING
WINDOW
6'0" x 5'0"
GLIDING
WINDOW
P.T. 4 x 4 POSTS W/
PVC CASING
INTEX RAILINGS &
AZEK DECKING
7'-7 1/2"7'-7 1/2"
2'6" x 3'5"
DOUBLEHUNG
W/ 2'6" x 1'8"
TRANSOM
ABOVE
2'6" x 3'5"
DOUBLEHUNG
W/ 2'6" x 1'8"
TRANSOM
ABOVE 7'-7 1/2"2'-9"7'-7 1/2"A6
A
2'8" x 6'8"FLAT CEILING
FLAT CEILING
FLAT CEILING
18.)THIS PROPERTY IS IN FLOOD ZONE AE ELEV. 11.0 FEET
ABOVE THE FLOOD ELEVATION PER SECTION R322.1.6 OF THE IRC2015
ALL PLUMBING, ELECTRICAL, & HVAC EQUIPMENT TO BE PLACED19.)
EXIST. GRADE EL. 7.0'
AE FLOOD ZONE B.F.E. EL. 11.0'
DESIGN FLOOD EL. 12.0'7'-4 1/2"TOP OF PLATE
SUBFLOOR
FRONT ELEVATION
SMARTVENT
175 PINE GROVE ROAD S. YARMOUTH, MA
DATE :A2
DRAWING NO. :
11/29/2022
FARRELL RESIDENCE
NEW REMODELING FOR:SCALE :
1/4" = 1'-0"
MASHPEE ,MA. 02649
43 BREWSTER ROAD
COTUIT BAY DESIGN, LLC
PH. (508) 274-1166
DESIGNER OF ANY ERRORS OR OMISSIONS.
COMMENCES WITHOUT NOTIFYING THE
IN THESE DRAWINGS IF CONSTRUCTION
WILL BE RESPONSIBLE FOR THE CONTENT
ERRORS OR OMISSIONS ARE FOUND ON
THE DESIGNER SHALL BE NOTIFIED IF ANY
ARCHITECTURAL COPYRIGHT PROTECTION
THESE DRAWINGS REQUIRES THE WRITTEN
CONSENT OF THE DESIGNER UNDER THE
OF THE OWNER NOTED. ANY OTHER USE OF
THESE DRAWINGS ARE SOLELY FOR THE USE
CONSTRUCTION. THE BUILDING CONTRACTOR
ACT OF 1990.
THESE DRAWINGS PRIOR TO START OF
RIGHT ELEVATION
SMARTVENT
TYP. RIDGEVENT
TYP. ASPHALT ROOF SHINGLES
OR RED CEDAR
TYP. PVC 1 x 8 RAKE BOARDS
W/ 1 x 3 DRIP BOARD
TYP. PVC 1 x 8 FASCIA, FRIEZE,
& SOFFIT BOARDS
TYP. PVC 1 x 6 CORNER
BOARDS
TYP. W.C. SHINGLE SIDING
5" TO WEATHER
TYP. PVC 1 x 4 TRIM
W/ 2" SILL
TYP. PVC 5/4 x 8 WATER TABLE
W/ ANGLED CAP
TYP. RED CEDAR 1 x 8 SKIRT ON
P.T. 1 x 4 STRAPPING
TYP. INTEX RAILINGS
W/ AZEK DECKING19'-11 1/4"EXISTING HEIGHT FROM GRADE
TO RIDGE IS 14'-4"
12
EXIST.
12
4
12
4
12
EXIST.
P.T. 4 x 4 POSTS
W/ PVC CASING
EXIST. GRADE EL. 7.0'
AE FLOOD ZONE B.F.E. EL. 11.0'
DESIGN FLOOD EL. 12.0'7'-4 1/2"TOP OF PLATE
SUBFLOOR
LEFT ELEVATION
EXIST. GRADE EL. 7.0'
AE FLOOD ZONE B.F.E. EL. 11.0'
DESIGN FLOOD EL. 12.0'7'-4 1/2"TOP OF PLATE
SUBFLOOR
REAR ELEVATION
SMARTVENT
SMARTVENT SMARTVENT
175 PINE GROVE ROAD S. YARMOUTH, MA
DATE :A3
DRAWING NO. :
11/29/2022
FARRELL RESIDENCE
NEW REMODELING FOR:SCALE :
1/4" = 1'-0"
MASHPEE ,MA. 02649
43 BREWSTER ROAD
COTUIT BAY DESIGN, LLC
PH. (508) 274-1166
DESIGNER OF ANY ERRORS OR OMISSIONS.
COMMENCES WITHOUT NOTIFYING THE
IN THESE DRAWINGS IF CONSTRUCTION
WILL BE RESPONSIBLE FOR THE CONTENT
ERRORS OR OMISSIONS ARE FOUND ON
THE DESIGNER SHALL BE NOTIFIED IF ANY
ARCHITECTURAL COPYRIGHT PROTECTION
THESE DRAWINGS REQUIRES THE WRITTEN
CONSENT OF THE DESIGNER UNDER THE
OF THE OWNER NOTED. ANY OTHER USE OF
THESE DRAWINGS ARE SOLELY FOR THE USE
CONSTRUCTION. THE BUILDING CONTRACTOR
ACT OF 1990.
THESE DRAWINGS PRIOR TO START OF
TYP. PVC 1 x 8 RAKE BOARDS
W/ 1 x 3 DRIP BOARD
TYP. RIDGEVENT
TYP. ASPHALT ROOF SHINGLES
OR RED CEDAR
TYP. PVC 1 x 8 FASCIA, FRIEZE,
& SOFFIT BOARDS
TYP. PVC 1 x 6 CORNER
BOARDS
TYP. W.C. SHINGLE SIDING
5" TO WEATHER
TYP. PVC 1 x 4 TRIM
W/ 2" SILL
TYP. PVC 5/4 x 8 WATER TABLE
W/ ANGLED CAP
TYP. RED CEDAR 1 x 8 SKIRT ON
P.T. 1 x 4 STRAPPING
(2) 36" ACCESS
DOORS INTO
CRAWLSPACE
12
EXIST.
12
4
12
4
175 PINE GROVE ROAD S. YARMOUTH, MA
DATE :A6
DRAWING NO. :
7/19/2022
FARRELL RESIDENCE
NEW REMODELING FOR:SCALE :
1/4" = 1'-0"
MASHPEE ,MA. 02649
43 BREWSTER ROAD
COTUIT BAY DESIGN, LLC
PH. (508) 274-1166
DESIGNER OF ANY ERRORS OR OMISSIONS.
COMMENCES WITHOUT NOTIFYING THE
IN THESE DRAWINGS IF CONSTRUCTION
WILL BE RESPONSIBLE FOR THE CONTENT
ERRORS OR OMISSIONS ARE FOUND ON
THE DESIGNER SHALL BE NOTIFIED IF ANY
ARCHITECTURAL COPYRIGHT PROTECTION
THESE DRAWINGS REQUIRES THE WRITTEN
CONSENT OF THE DESIGNER UNDER THE
OF THE OWNER NOTED. ANY OTHER USE OF
THESE DRAWINGS ARE SOLELY FOR THE USE
CONSTRUCTION. THE BUILDING CONTRACTOR
ACT OF 1990.
THESE DRAWINGS PRIOR TO START OF
SECTION @ LIVING/BATH
BASEMENT
A6
A
FIRST FLOOR
SUBFLOOR
TOP OF PLATE
FULL
EXIST.
12
2 x 6's @ 16" o.c.
MULTI LVL RIDGEBEAM
LIVING
2 x 10's @ 16" o.c.
3'0" OF ROOF
- PROP-A VENT BETWEEN RAFTERS
- WIND WASH BARRIER BETWEEN RAFTERS
- ASPHALT ROOF SHINGLES
- 2 x 10 ROOF RAFTERS @ 16" o.c.
TYP. ROOF CONST.
- 5/8" PLYWOOD ROOF SHEATHING
- 2- 1 3/4" x 11 7/8" LVL RIDGEBEAM
AT ALL RAFTER ENDS
- ICE/ WATER SHIELD AT BOTTOM
- SIMPSON H 2.5A HURRICANE CLIPS
- R49 INSULATION
- 15LB. FELT PAPER
6. TYPAR VAPOR BARRIER
5. W.C. SHINGLE SIDING
3. R20 SPRAY FOAM INSULATION
2. 1/2" PLYWOOD SHEATHING
1. 2 x 4 STUDS @ 16" o.c.
TYP.WALL CONST.
4. 1/2" GYPSUM BOARD
- ALUMINUM DRIP EDGE
1/2" GYPSUM BOARD
TYP. 3/4" T & G PLYWOOD
SUBFLOOR - GLUED & NAILED
- CONT. RIDGEVENT
TYP. 10" CONCRETE FOUNDATION
WALLS W/ 10" X 24" CONCRETE
FOOTINGS TO 4'0" BELOW GRADE
W/ (2) #4 HORIZONTAL BARS AT
TOP & MIDDLE OF WALL, 2 x 4 KEY
2- P.T. 2 x 6 SILL
W/ SEALER
4" CONCRETE SLAB W/
10 MIL POLY UNDER
W/ RIDGEVENT
2 x 10's @ 16" o.c.2 x 10's @ 16" o.c.
STEEL BEAM GIRT
FLUSH FRAMED
STEEL BEAM GIRT
FLUSH FRAMED
R30 SPRAY FOAM
INSULATION
TOP OF FOUND. EL. 12.0'
AE FLOOD ZONE B.F.E. 11.0'
PROPOSED GRADE EL. 7.0'
SLAB EL. 7.5'4'-0"BATH
4
12
2- 1 3/4" x 7 1/4" LVL HDR.
VERIFY ACTUAL ROOF PITCH
IN THE FIELD TO MEET LOWER
RIDGE HEIGHT
HVAC
ACCESS
PANEL
(MATCH EXISTING)SUNROOM
P.T. 2 x 8's @ 16" o.c.
4
12
AZEK 1 x 4 BEAD
BOARD CEILING
3- P.T. 2 x 8 BEAM
FASTEN JOISTS TO BEAMS
W/ SIMPSON ZMAX H2.5A
PVC FASCIA
VERIFY HEIGHT IN THE FIELD
FOR NUMBER OF TREADS/RISERS
REQUIRED W/ 8.2" MAX. RISER
HEIGHT
P.T. 6 x 6 POSTS ON 10" DIA.
CONCRETE SONOTUBES W/
24" DIA. BIGFOOT FOOTINGS
TO 4'0" BELOW GRADE. USE
SIMPSON ZMAX ABU66 POST
BASE W/ 5/8" DIA. J-BOLT
FASTEN POSTS TO BEAM
W/ SIMPSON ZMAX AC6
OR ACE6 POST CAPS
2 x 6's @ 16" o.c.
TYP. RED CEDAR 1 x 8 SKIRT ON
P.T. 1 x 4 STRAPPING
2- 1 3/4" x 7 1/4" LVL