HomeMy WebLinkAbout2of2_ZOLA NOI_91 Route 149 MMills_JUST PLANS_AS FILED 16AugMMEnvironmental
MARSH MATTERS ENVIRONMENTAL
Attachment 2
Project Site Plan (by Warwick & Associates, Inc.)
Riverfront Area Restoration Planting Plan (by MME)
Architectural Design Plan Set (by Cotuit Bay Design, LLC)
RIVERFRONT AREA RESTORATION
PLANTING PLAN
Prepared for ZOLA PROPERTY
91 ROUTE 149, MARSTONS MILLS
[MME has prepared this exhibit to supplement a NOI
project site plan prepared for by RW Survey Solutions
and Warwick & Associates, dated 9.27.2021]
GRAPHICAL SCALE (APPROX.)
PLANT QUANTITY
CALCULATION:
136 plantings
(all native woody species
selected from the Cape Cod
Cooperative Extension list) are
shown installed at
approximately FOUR (4) feet on-
center spacing (THREE feet OC-
spacing for sweet fern) covering
an approximately 1880-sf area.
Space is provided in the open
Riverfront Area between the
wooded upland and the base of
the proposed retaining wall.
PROPOSED PLANTING SCHEDULE:
highbush blueberry (Vaccinium corymbosum)
quantity = 26 (#2 cont. minimum size)
northern bayberry (Morella pensylvanica)
quantity = 40 (#2 cont. minimum size)
northern arrowwood (Viburnum dentatum)
quantity = 34 (2 gal. min. cont. size)
sweet fern (Comptonia peregrina)
quantity = 36 (1-2 gal. min. size)(3 ft OC spacing)
*Selected container size based upon review
of Sylvan Nurseries available nursery stock
retail plant list and Cape Cod Coop. Ext.
optimal size information.
*Locations of individual plants subject to
adjustments at installation time
NOTES:
1. Removal of any existing vegetation in the
planting area (Photo 3) will not be necessary.
2. Existing herbaceous vegetation in the
planting footprint will be allowed to grow
unmanaged in the revegetation planting area.
3. Any invasive or nuisance vines and/or
herbaceous plants (e.g. Oriental bittersweet,
garlic mustard) will be removed as needed
following planting.
4. Replacement of failed plantings will be done
in accordance with permit conditions and any
species exchange in accordance with CCC
Extension native plant list.
5. Temporary above / on-ground irrigation
during grow-in period may be required.
6. Viability monitoring and reporting to issuing
authority will be performed in accordance
with permit conditions.
Prepared by
Marsh Matters Environmental
ver. 8.16.2022
FIRST FLOOR PLAN
LIVING
NEW ADDITIO/REMODELING FOR:ZOLA RESIDENCE91 ROUTE 149 MARSTONS MILLS, MAFAX (508) 539-9402PH. (508) 274-1166MASHPEE ,MA. 02649 43 BREWSTER ROADCOTUIT BAY DESIGN, LLCCONSTRUCTION. THE BUILDING CONTRACTORTHE DESIGNER SHALL BE NOTIFIED IF ANYERRORS OR OMISSIONS ARE FOUND ON WILL BE RESPONSIBLE FOR THE CONTENTIN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THEOF THE OWNER NOTED. ANY OTHER USE OFCONSENT OF THE DESIGNER UNDER THETHESE DRAWINGS REQUIRES THE WRITTENARCHITECTURAL COPYRIGHT PROTECTIONTHESE DRAWINGS ARE SOLELY FOR THE USE DESIGNER OF ANY ERRORS OR OMISSIONS.ACT OF 1990.THESE DRAWINGS PRIOR TO START OFDATE :
A1
2/3/2022
DRAWING NO. :
1/4" = 1'-0"
SCALE :23'-0"20'-0"
DN.
UP
BEDROOM
EXIST.
SECOND FLOOR PLAN
BEDROOM
23'-0"20'-0"
DN.3'-4"BATH
BEDROOM
BATH
W.I.C.
AREA CALCULATIONS
EXISTING HOUSE
HOUSE FIRST FLOOR
HOUSE SECOND FLOOR
460 S.F.
831 S.F.
667 S.F.
PORCH
COVERED
DESK
UP
RELOCATED
BATH
EXIST.7'-0"11'-0"9'-0"7'-0"PATIO
NEW
DINING
KITCHEN
2'-0"DN.
ATTIC
EXIST.2'-0"TILED
SHWR.
3'-6"3'-6"3'-6"
LIN.
20'-0"
9'-6"5'-4"2'-0"9'-6"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.)
(VAULTED CEILING)
HALL
NEW
28'-0"22'-0"6'-0"CLOS.
MUDROOM
NEW
COVERED
ENTRY
13'-2"
28'-0"10'-0"7'-2"10'-0"12'-10"10'-0"14'-0"5'-6"8'-6"22'-0"6'-0"TOTAL NEW AREA 1498 S.F.6'-4"7'-8"10'-0"14'-0"14'-0"4'-6"6'-4"4'-6"12'-2"GAS FIREPLACE
W/ TV ABOVE
30'-0"12'-8"3'-6"5'-2"2
3
1
10'-0"
CLOS.
4
BATH
NEW
CLOS.
1'-6"25'-0"1'-6"3'-2 1/2"CARBON MONOXIDE DETECTOR
SMOKE DETECTOR
3'-7"12'-4 3/4"9'-0 1/4"11'-0"11'-0"7'-0"7'-0"6'-1"7'-11"
PORCH ROOF
BELOW30'-0"8'-3"2'-9"2'-9"8'-7"7'-8"ROOF
BELOW5'-2"6'-6"3'-6"7'-0"7'-0"2'-6"3'-0"2'-6"6'-0"
P.T. 4 x 4 POSTS W/ PVC
CASING & 7" HIGH BASE 5'-11"13'-6"2'-7"3'-1 1/2"3'-9"2'-7 1/2"2'-7 1/2"3'-9"6'-9 1/2"
3'0" x 6'11"
FRENCH
OUTSWING
DOOR
3'6" x 5'0" DH 3'6" x 5'0" DH 3'6" x 5'0" DH 3'6" x 5'0" DH
4'9" x 3'5"
DOUBLE
CASEMENT
1'10" x 4'5"
DH
2'6" x 2'0"
AWNING
2'6" x 2'0"
AWNING
TEMPERED
2'6" x 6'8"
FOLDING
2'6" x 6'8"3'-0"RAILING3'-6"2'6" x 6'8"3'0" x 6'8"(VERIFY KITCHEN
LAYOUT W/ OWNER)2'-8"5'-2"10'-2"4'-0"(SHED DORMER)
2'6" x 4'5" DH 2'6" x 4'5" DH
2'6" x 4'5" DH
2'6" x 4'5" DH
2'6" x 4'5" DH
2'6" x 4'5" DH
2'0" x 3'0"
2'6" x 4'5" DH
2'6" x 6'8"
PKT. DOOR
TEMPERED
2'8" x 6'8"2'6" x 6'8"1'6" x 6'8"4'-11"8'-4"6'-0 1/2"2'-6"3'-4"3'-7 1/2"4'-2"5'-4"2'-4"14'-4"2'6" x 4'5" DH
2'-7"2'-9"3'-8"
2'6" x 4'5" DH
2'6" x 2'0" AWNING
5'-0"
2'6" x 6'8"
PKT. DOOR
3' x 4'
SHWR.2'0" x 6'8"2'6" x 6'8"3'-5"2'-4"5'-0"
4'0" x 6'8"
BYPASS
NEW WINDOW
IN SAME R.O.
NEW WINDOW
IN SAME R.O.
NEW WINDOW
IN SAME R.O.
NEW WINDOW
IN SAME R.O.
OVAL
A4
B
A4
C
A4
B
A4
C
A4
A
A4
A
A4
B
A4
C
A4
B
A4
C
A4
A
A4
A
NEW WINDOW
IN SAME R.O.
TABLE
SOFA
CHAIR5'-3"1'-11"5
S.L.S.L.3'0" X 6'8"5
5
RIGHT ELEVATION
LEFT ELEVATION
(EXISTING HOUSE)NEW ADDITIO/REMODELING FOR:ZOLA RESIDENCE91 ROUTE 149 MARSTONS MILLS, MAFAX (508) 539-9402PH. (508) 274-1166MASHPEE ,MA. 02649 43 BREWSTER ROADCOTUIT BAY DESIGN, LLCCONSTRUCTION. THE BUILDING CONTRACTORTHE DESIGNER SHALL BE NOTIFIED IF ANYERRORS OR OMISSIONS ARE FOUND ON WILL BE RESPONSIBLE FOR THE CONTENTIN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THEOF THE OWNER NOTED. ANY OTHER USE OFCONSENT OF THE DESIGNER UNDER THETHESE DRAWINGS REQUIRES THE WRITTENARCHITECTURAL COPYRIGHT PROTECTIONTHESE DRAWINGS ARE SOLELY FOR THE USE DESIGNER OF ANY ERRORS OR OMISSIONS.ACT OF 1990.THESE DRAWINGS PRIOR TO START OFDATE :
A2
2/3/2022
DRAWING NO. :
1/4" = 1'-0"
SCALE :
FRONT ELEVATION
20'-0"27'-6"
(EXISTING HOUSE)
10'-0"7'-8 1/2"8'-1 1/8"REAR ELEVATION
20'-0"27'-6"
(EXISTING HOUSE)
10'-0"
12
12
12
7
30'-0"
12
12
12
7
EXTERIOR DETAILS:
CLAPBOARD SIDING
PVC TRIM
ASPHALT ROOF SHINGLES
FIBERGLAS EXTERIOR WINDOWS
WOOD OR MASONRY DOOR PLATFORMS
(NEW MUDROOM)(NEW HOUSE)
30'-0"
(NEW HOUSE)
(NEW MUDROOM)(NEW HOUSE)
1
1
4
3
TOP OF PLATE
SUBFLOOR
SECOND FLOOR
AT KNEEWALL
TOP OF PLATE
TOP OF PLATE
SUBFLOOR
FIRST FLOOR 2'-6"7'-8 1/2"8'-1 1/8"TOP OF PLATE
SUBFLOOR
SECOND FLOOR
AT KNEEWALL
TOP OF PLATE
TOP OF PLATE
SUBFLOOR
FIRST FLOOR 2'-6"7'-8 1/2"8'-1 1/8"TOP OF PLATE
SUBFLOOR
SECOND FLOOR
AT KNEEWALL
TOP OF PLATE
TOP OF PLATE
SUBFLOOR
FIRST FLOOR 2'-6"EXIST.
12
EXIST.
12
NEW WOOD FRAMED
BRICK VENEER
CHIMNEY
12
4
P.T. 4 x 4 POSTS W/ PVC
CASING & 7" HIGH BASE
12
12
5
12
5
5
FOUNDATION PLAN
NEW ADDITIO/REMODELING FOR:ZOLA RESIDENCE91 ROUTE 149 MARSTONS MILLS, MAFAX (508) 539-9402PH. (508) 274-1166MASHPEE ,MA. 02649 43 BREWSTER ROADCOTUIT BAY DESIGN, LLCCONSTRUCTION. THE BUILDING CONTRACTORTHE DESIGNER SHALL BE NOTIFIED IF ANYERRORS OR OMISSIONS ARE FOUND ON WILL BE RESPONSIBLE FOR THE CONTENTIN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THEOF THE OWNER NOTED. ANY OTHER USE OFCONSENT OF THE DESIGNER UNDER THETHESE DRAWINGS REQUIRES THE WRITTENARCHITECTURAL COPYRIGHT PROTECTIONTHESE DRAWINGS ARE SOLELY FOR THE USE DESIGNER OF ANY ERRORS OR OMISSIONS.ACT OF 1990.THESE DRAWINGS PRIOR TO START OFDATE :
A3
1/31/2022
DRAWING NO. :
1/4" = 1'-0"
SCALE :
TYP. 8" CONCRETE FOUNDATION
WALLS W/ 8" x 20" CONCRETE
FOOTINGS TO 4'0" BELOW GRADE
W/ (2) #4 HORIZONTAL BARS AT
TOP & MIDDLE OF WALL, #5 VERTICAL
TOP PLATES AT INTERSECTIONS (FACE NAILED)
BLOCKING TO RAFTER (TOE NAILED)
RIM BOARD TO RAFTER (END NAILED)
JOINT DESCRIPTION
BLOCKING TO SILL OR TOP PLATE (TOE NAILED)
JOIST ON LEDGER TO BEAM (TOE NAILED)
RAFTERS OR TRUSSES SPACED UP TO 16" o.c.
WOOD STRUCTURAL PANELS (PLYWOOD)
LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED)
BAND JOIST TO SILL OR TOP PLATE (TOE NAILED0
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED)
GABLE END WALL RAKE OR RAKE TRUSS
RAFTERS OR TRUSSES SPACED OVER 16" o.c.
BLOCKING TO JOISTS (TOE NAILED)
BAND JOIST TO JOIST (END NAILED)
HEADER TO HEADER (FACE NAILED)
STUD TO STUD (FACE NAILED)
GYPSUM WALLBOARD
1/2" GYPSUM WALLBOARD
1" OR LESS THICKNESS
WOOD STRUCTURAL PANELS (PLYWOOD)
WOOD STRUCTURAL PANELS (PLYWOOD)
GREATER THAN 1" THICKNESS
STUDS SPACED UP TO 24" o.c.
1/2" & 25/32" FIBERBOARD PANELS
W/ STRUCTURAL OUTLOOKERS
GABLE END WALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS
GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG
FLOOR SHEATHING:
CEILING SHEATHING:
WALL SHEATHING:
ROOF SHEATHING:
FLOOR FRAMING:
WALL FRAMING:
ROOF FRAMING:
NAIL SPACING
EACH END
AT JOINTS
EACH END
16" o.c. ALONG EDGES
6" EDGE/6" FIELD
6" EDGE/6" FIELD
6" EDGE/6" FIELD
4" EDGE/4" FIELD
EACH END
EACH BLOCK
PER FOOT
PER JOIST
PER JOIST
EACH JOIST
PER JOIST
24" o.c.
7" EDGE/10" FIELD
6" EDGE/12" FIELD
6" EDGE/6" FIELD
7" EDGE/10" FIELD
6" EDGE/12" FIELD
3" EDGE/6" FIELD
4" EDGE/4" FIELD
3-16d
3-16d
2- 16 d
3-16d
5d COOLERS
5d COOLERS
10d
8d
8d
8d
8d
8d
8d
8d
8d
3-8d
4-8d
2-8d
16d
10d
----
10d
----
----
10d
10d
10d
10d
10d
4-16d
4-16d
3- 16d
3-10d
4-16d
2-10d
4-10d
4-16d
2- 16 d
2- 8d
NO. OF COMMON NAILS
2- 16 d
110 MPH EXPOSURE B WIND ZONE
NAILING SCHEDULE
16d
NO. OF BOX NAILS
5-16d
2-16d
16d
2- 10d
3- 16d
LEDGER DETAIL
BETWEEN LEDGER &
RUBBER MEMBRANE
INSTALL PEEL & STICK
SHEATHING
FLOOR JOISTS
P.T. 2 x 10's @ 16" o.c.
HOUSEWRAP & DECKING
INSTALL FLASHING UNDER
DECKING
SOLID BLOCKING W/ (2) LEDGERLOK SCREWS
16" o.c. W/ ZMAX LU210 JOISTS HANGERS
P.T. 2 x 10 LEDGER BOARD SCREWED TO
INSTALL SIMPSON DTT1Z TENSION TIES
AT (4) LOCATIONS2"2"PLACE BOLTS WITHIN 6"- 15" OF EACH
CORNER AND TO A 8 " MINIMUM DEPTH
W/ SIMPSON BPS 5/8-3 BEARING PLATES
7" MIN.HOUSE ANCHOR BOLT DETAIL32" o.c.SCALE: 1/2" = 1'-0"
32" o.c.
P.T. 2 x 6 SILL W/ SEALER
INSTALL 5/8" ANCHOR BOLTS AT 32" o.c. MAX.6-12"
FROM END
OF PLATE
6-12"FROM ENDOF PLATESCALE: 1/2" = 1'-0"
DETAIL AT WALL
2 x 10 RAFTERS
1 x 3 STRAPPING W/
1/2" GYPSUM BOARD
TYP. 2 x 6 WALLS
BARRIER
WIND WASH
1 x 6 FRIEZE BOARD
3'0" WIDE ICE/WATER SHIELD
5/8" PLYWOOD SHEATHING
SIMPSON H 2.5 HURRICANE CLIPS
1 x CONT. VINYL SOFFIT VENT
1 x 8 FASCIA BOARD
ALUMINUM DRIP EDGE
1 3/4" CROWN
1 x 4 SOFFIT BOARD
1 x 3 SOFFIT BOARD
15# FELT PAPER
ROOF SHINGLES
TYPICAL ASPHALT
SECOND FLOOR FRAMING PLAN
BARS AT 36" o.c., 2 x 4 KEY
2'-0"9'-6"5'-4"13'-2"
28'-0"10'-0"10'-2"7'-0"12'-10"10'-0"14'-0"5'-6"8'-6"22'-0"6'-0"6'-4"7'-8"4'-6"5'-2"2'-0"28'-0"10'-0"10'-2"7'-0"12'-10"10'-0"14'-0"5'-6"8'-6"22'-0"6'-0"BASEMENT
4" CONCRETE SLAB
W/ 10 MIL POLY UNDER
BASEMENT
EXIST.
ACCESS INTO NEW
IN EXIST. FOUNDATION FOR
SAWCUT 3'0" OPENING
BASEMENT
IF REQUIRED).
EXISTING SUBFLOOR,(VERIFY IN FIELD
TO MATCH NEW SUBFLOOR W/ THE
NOTE: DROP TOP OF NEW FOUNDATION
BULKHEAD
BILCO 'C'
+ 18" EXT.
UP2'-0"2'-0"STEEL BEAM GIRT3- 1 3/4" x 9 1/2" LVL GIRT5'-2"BASEMENT
WINDOW
BASEMENT
WINDOW
BASEMENT
WINDOW
BEAM
PKT.
BEAM
PKT.
BEAM
PKT.
BEAM
PKT.
3'-4"3'-4"DOUBLE11 7/8" I-JOISTS @ 16" o.c.
2- P.T. 2 x 10's
2- P.T. 2 x 10's
12" DIA. CONC. SONOTUBES
TO 4'0" BELOW GRADE. USE
SIMPSON ZMAX ABU44 POST
BASE W/ 5/8" DIA. J-BOLT
SOLID BLOCKING W/ (2) LEDGERLOK SCREWS
16" o.c. W/ ZMAX LU210 JOISTS HANGERS
P.T. 2 x 10 LEDGER BOARD SCREWED TO
INSTALL SIMPSON DTT1Z TENSION TIES
AT (4) LOCATIONS
P.T. 2 x 8's @ 16" o.c.
P.T. 2 x 8's @ 16" o.c.
3'-0"4'-0"
2- P.T. 2 x 10's
P.T. 2 x 8's @ 16" o.c.
2K,2J 2J 2K,2J
3- 2 x 8 HDR.
2K,2J
2K,2J3- 2 x 8 HDR.2J
2K,2J 2J 2K,2J
3- 2 x 8 HDR.
3- 1 3/4" x 11 7/8" LVL
BEAM (FLUSH FRAMED)
POST UNDER EACH
END OF BEAM 2- 1 3/4" x 11 7/8" LVL3- 1 3/4" x 11 7/8" LVL11 7/8" I-JOISTS @ 16" o.c.
2K,2J 2K,2J3- 2 x 83'-2"POST FROM RIDGE
DOWN TO BASEMENT
A4
B
A4
C
A4
B
A4
C
A4
A
A4
A
A4
B
A4
C
A4
B
A4
C
A4
A
A4
A
FASTEN JOISTS TO BEAMS
W/ SIMPSON ZMAX H2.5A
10" DIA. CONCRETE SONOTUBES
ON 24" DIA. BIGFOOT FOOTINGS
TO 4'0" BELOW GRADE. USE
SIMPSON ZMAX ABU66 POST BASE
W/ 5/8" DIA. J-BOLT
7'-10"2'-0"5'-4"14'-8"3'-0"Typical LCE4Z Installation
(Mitered Corner)
NEW ADDITIO/REMODELING FOR:ZOLA RESIDENCE91 ROUTE 149 MARSTONS MILLS, MAFAX (508) 539-9402PH. (508) 274-1166MASHPEE ,MA. 02649 43 BREWSTER ROADCOTUIT BAY DESIGN, LLCCONSTRUCTION. THE BUILDING CONTRACTORTHE DESIGNER SHALL BE NOTIFIED IF ANYERRORS OR OMISSIONS ARE FOUND ON WILL BE RESPONSIBLE FOR THE CONTENTIN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THEOF THE OWNER NOTED. ANY OTHER USE OFCONSENT OF THE DESIGNER UNDER THETHESE DRAWINGS REQUIRES THE WRITTENARCHITECTURAL COPYRIGHT PROTECTIONTHESE DRAWINGS ARE SOLELY FOR THE USE DESIGNER OF ANY ERRORS OR OMISSIONS.ACT OF 1990.THESE DRAWINGS PRIOR TO START OFDATE :
A4
12/202/2021
DRAWING NO. :
1/4" = 1'-0"
SCALE :
2.) USE SIMPSON H2.5A HURRICANE CLIPS
1.) ALL ROOF RAFTERS TO BE 2 x 10's
3.) VERIFY GUTTER TYPE/LAYOUT
W/ OWNERS
AT ALL RAFTERS ENDS
UNLESS OTHERWISE NOTED
ROOF FRAMING PLAN
NOTES:
FULL
BUILDING SECTION @ LIVINGB
A4 7'-8 1/2"8'-1 1/8"P.T. 2 x 8's @ 16" o.c.8'-0"BASEMENT
BEDROOM
11 7/8" I-JOISTS @ 16" o.c.
LIVING
SUBFLOOR
FIRST FLOOR
TOP OF PLATE
SECOND FLOOR
SUBFLOOR
TOP OF PLATE
12
12
CONT. RIDGE VENT
(5) 10d NAILS EACH END
2 x 6's @ 16" o.c.
6
12
BATH
11 7/8" I-JOISTS @ 16" o.c.2 x 8's @ 16" o.c.
3- P.T. 2 x 10's
PORCH
3- P.T. 2 x 10's
FASTEN JOISTS TO BEAM
W/ SIMPSON ZMAX H2.5A
BEAD BOARD
CEILING23'-0"20'-0"
20'-0"
28'-0"22'-0"6'-0"10'-0"14'-0"14'-0"7'-8"6'-4"4'-6"12'-2"10'-0"
1'-6"25'-0"1'-6"3'-2"2K,2J
2K,2J
2J
2J
2 x 10 RIDGE BOARD
BUILT OVER ROOF
2 x 6's @ 16" o.c.
3- 1 3/4" x 7 1/4" LVL
3- 1 3/4" x 7 1/4" LVL
FASTEN BEAMS TO WALL
W/ SIMPSON HUCQ-210-3-SDS
CONCEALED FLANGE HANGER
MULTI LVL RIDGEBEAM
23'-10"4'-2"
POST FROM RIDGE
DOWN TO BASEMENT
2K,2J
2K,2J
POST FROM RIDGE
DOWN TO 3- 1 3/4"
x 9 1/2" LVL HDR.
POST FROM RIDGE
DOWN TO 3- 1 3/4"
x 9 1/2" LVL HDR.
(SHED DORMER)2 x 12 RIDGE BOARD2'-0"8'-0"(SHED DORMER)(SHED DORMER)(SHED DORMER)7'-2"15'-2"INSTALL BLOCKING IN THE
OUTSIDE TWO RAFTER &
CEILING JOISTS BAYS AT
48" o.c.
A4
B
A4
C
A4
B
2- 2 x 8's 2- 2 x 8's2 x 8 RAFTERS @ 16" o.c.
P.T. 4 x 4 POSTS W/ PVC
CASING. FASTEN POSTS
BEAMS W/ SIMPSON LCE4
POST CAPS PER DETAIL
BUILT OVER ROOF
2 x 6's @ 16" o.c.
A4
C
A4
A
A4
A
SOLID BLOCKING W/ (2) LEDGERLOK SCREWS
16" o.c. W/ ZMAX LU210 JOISTS HANGERS
P.T. 2 x 10 LEDGER BOARD SCREWED TO
INSTALL SIMPSON DTT1Z TENSION TIES
AT (4) LOCATIONS FROM HOUSE TO DECK
JOIST (1) EACH END 6"±PVC FASCIA
10" DIA. CONCRETE SONOTUBES
ON 24" DIA. BIGFOOT FOOTINGS
TO 4'0" BELOW GRADE. USE
SIMPSON ZMAX ABU66 POST BASE
W/ 5/8" DIA. J-BOLT 2'-6"TOP OF PLATE
AT KNEEWALL
R30 INSULATION
W/ 1/2" GYPSUM
BOARD FIRE ON
1 x 3 STRAPPING
FOR FIRE PROTECTION
P.T. 2 x 6 SILL
W/ SEALER
6
12
CONT. SOFFIT VENTS
6. TYPAR VAPOR BARRIER
5. W.C. SHINGLE SIDING
3. 6" (R=20) BATT. INSULATION
2. 1/2" PLYWOOD SHEATHING
1. 2 x 6 STUDS @ 16" o.c.
TYP.WALL CONST.
4. 1/2" GYPSUM BOARD
1/2" GYPSUM BOARD
TYP. 3/4" T & G PLYWOOD
SUBFLOOR - GLUED & NAILED
TYP. 8" CONCRETE FOUNDATION
WALLS W/ 8" x 20" CONCRETE
FOOTINGS TO 4'0" BELOW GRADE
W/ (2) #4 HORIZONTAL BARS AT
TOP & MIDDLE OF WALL, #5 VERTICAL
BARS AT 36" o.c., 2 x 4 KEY
DAMPPROOF BELOW GRADE
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
- MULTI LVL RIDGEBEAM
AT ALL RAFTER ENDS
- ICE/ WATER SHIELD AT BOTTOM
- SIMPSON H 2.5A HURRICANE CLIPS
- R49 INSULATION
- 15LB. FELT PAPER
- ALUMINUM DRIP EDGE
- CONT. RIDGEVENT
4
12
SUBFLOOR
FIRST FLOOR
TOP OF PLATE
4" CONC. SLAB W/
10 MIL POLY UNDER
P.T. 2 x 8's @ 16" o.c.
11 7/8" I-JOISTS @ 16" o.c.
HALL
2 x 8's @ 16" o.c.
3- P.T. 2 x 10's
PORCH
6"±2 x 8's @ 16" o.c.
12
12
12
7
(MATCH EXISTING)3- P.T. 2 x 10's
3- P.T. 2 x 10's
12
2
12
6
BUILDING SECTION @ HALLA
A4
FULL
BUILDING SECTION @ KITCHENC
A4 7'-8 1/2"8'-1 1/8"BASEMENT
11 7/8" I-JOISTS @ 16" o.c.
KITCHEN
SUBFLOOR
FIRST FLOOR
TOP OF PLATE
SECOND FLOOR
SUBFLOOR
TOP OF PLATE2 x 6's @ 16" o.c.
W.I.C.
11 7/8" I-JOISTS @ 16" o.c.2'-6"TOP OF PLATE
AT KNEEWALL
6
12