HomeMy WebLinkAboutBLD-19-4649FIRST FLOOR PLAN_
LEGEND:
EXISTING WALLS
- CONSTRUCTION TO BE REMOVED
L - J
NEW CONSTRUCTION j
EW LIFESPAN OR KOMA RAKE
BOARDS TO MATCH EXISTING
12
MATCH C
EXIST.
TOP OF PLATE
NEW LIFESPAN OR KOMA -
z 1 x 4 TRIM W/ 2" SILL
R NEW LIFESPAN OR KOMA
1 x 6 CORNERBOARDS
NEW W.C. SHINGLE SIDING II I III II .
2 1 TO MATCH EXISTING
S�UFL2.01R imrim-m-Fow m�mm�r�m�lnm
I
i
i I J I NEW 30" W1DE ACCESS
I I I PANEL W/ WELL
LEFT. ELEVATION_
NOTES:
CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION
A
FENESTRATION
Ll -FACTOR
SKYLIGHT
U -FACTOR
'
WOOD FRAMED WALL
R -VALUE
A
1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS
BASEMENT SLABCRAWL
R -VALUE
SPACE WAL
R -VALUE
EXIST.
& DIMENSIONS IN THE FIELD
49
Z
30
2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS,
& FINISHES IN THE FIELD WITH OWNER
I
i
15/19
DETAILS,
Q q
3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT
REMOD.
W
0 CV (o04
000
FIRST FLOOR TO BE 6-10" ABOVE SUBFLOOR
DINING
KITCHEN
W
STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015
m
tiO
F-- Lo
5.) 110 MPH EXPOSURE B WIND ZONE
U) W cv
6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,
Oo
_
j>, W �bo
_
10-00
. 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD
(VERIFY KITCHEN
100
m -r �`J
8.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY
0
-,
c) <a:<
EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION
U
LAYOUT W/ OWNER)
INSTALLER/CONTRACTOR.
9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF
ALL SIMPSON COMPONENTS
3'-2"
TO BE 3000 PSI
u
DURING FRAMING CONSTRUCTION
12.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE
------ �
13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED
TALL
PANTRY.
iv
LIVING
P
NEW
AND.
TW2442
MUDROOM
AND.
N
;—
TW2442
4" SPACE AROUND
FIREPLACE
iv
+rO }
BENCH
,o
AND.
A TW2442
Ao)
4,,4„
T -T'
2--1"
10'-0"
ol
FIRST FLOOR PLAN_
LEGEND:
EXISTING WALLS
- CONSTRUCTION TO BE REMOVED
L - J
NEW CONSTRUCTION j
EW LIFESPAN OR KOMA RAKE
BOARDS TO MATCH EXISTING
12
MATCH C
EXIST.
TOP OF PLATE
NEW LIFESPAN OR KOMA -
z 1 x 4 TRIM W/ 2" SILL
R NEW LIFESPAN OR KOMA
1 x 6 CORNERBOARDS
NEW W.C. SHINGLE SIDING II I III II .
2 1 TO MATCH EXISTING
S�UFL2.01R imrim-m-Fow m�mm�r�m�lnm
I
i
i I J I NEW 30" W1DE ACCESS
I I I PANEL W/ WELL
LEFT. ELEVATION_
NOTES:
CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION
TABLE 402.1.2 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS)
FENESTRATION
Ll -FACTOR
SKYLIGHT
U -FACTOR
CEILING
R -VALUE
WOOD FRAMED WALL
R -VALUE
FLOOR
R -VALUE
1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS
BASEMENT SLABCRAWL
R -VALUE
SPACE WAL
R -VALUE
0.30 MASS.
AMMEND.
& DIMENSIONS IN THE FIELD
49
Z
30
2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS,
& FINISHES IN THE FIELD WITH OWNER
10 (4 FT. DEEP)
15/19
DETAILS,
Q q
3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT
W
0 CV (o04
000
FIRST FLOOR TO BE 6-10" ABOVE SUBFLOOR
4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
Q
W
STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015
m
tiO
F-- Lo
5.) 110 MPH EXPOSURE B WIND ZONE
U) W cv
6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,
_
j>, W �bo
OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING
10-00
. 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD
m -r �`J
8.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY
c) <a:<
EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION
U
d' 2 5 -LL
INSTALLER/CONTRACTOR.
9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF
ALL SIMPSON COMPONENTS
10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS
TO BE 3000 PSI
11.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE
DURING FRAMING CONSTRUCTION
12.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE
13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED
IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS
CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION
TABLE 402.1.2 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS)
FENESTRATION
Ll -FACTOR
SKYLIGHT
U -FACTOR
CEILING
R -VALUE
WOOD FRAMED WALL
R -VALUE
FLOOR
R -VALUE
BASEMENT WALL
R -VALUE
BASEMENT SLABCRAWL
R -VALUE
SPACE WAL
R -VALUE
0.30 MASS.
AMMEND.
0.55
49
20 or 13 + 5
30
15119
10 (4 FT. DEEP)
15/19
NOTES:
-
1. R -VALUES ARE MINIMUMS & U -FACTORS ARE MAXIMUMS.
2.15119 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
4.13 + 5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR
& R13 CAVITY INSULATION
ry
- O
0
U. t�
TOWN OF Y;,RMLITH ._{ Q
REVIEWED FOR BUILDING AND ZONi"aG CODE COMPLI-
ANCE. ERRORS OR O iMIISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" Qw COMPLIANCE. rn
- DATE: O U �+w♦
BUILDIN OFFICIAL Z
W W
F l a Y� � Z
- NEW ASPHALT ROOF SHINGLES ` U)
TO MATCH EXISTING
—NEW LIFESPAN OR KOMA W
FASCIA, FRIEZE, & SOFFIT
BOARDS TO MATCH EXISTING m
TOP OF PLATE �' W MW
LL W
WO
W
Z Z
Lox
w MM
_ W
Q
Q O cq
NEW CLAPBOARD SIDING
TO MATCH EXISTING SCALE:
SUBFLOOR
_ 1/411 = 1 1-011
�."..'
DATE:
1/16/2019
i
DRAWING NO.:
I ILtwo%
A
O �
o EXIST.
_a BASEMENT
O
X
EXIST. GIRT
II
INSTALL 5/8" ANCHOR BOLTS AT 79'0.c. MAX-
6-17'
AX.6 12" W/ SIMPSON BPS 518-3 BEARING PLATES
FROM END PLACE BOLTS WITHIN 6"-15" OF EACH
OF PLATE CORNER AND TO A 8 " MINIMUM DEPTH
_ a
I e
-----------
I
----I
—r— Ell,
ww 70"oc
Iol
C-4 I o
u -
co u- 0 j o
I
I
I DI
I
i
NEW I P.T. 2 x 6 SILL W/ SEALER
CRAWLSPACE
2" CONC. SLAB W/ co z
10 MIL POLY UNDER '
O3'-6:: r -
o: 0 4
r
O - I
O
X_
N STONE ANCHOR BOLT DETAIL.
o.c. wi SCALE: 1/2" = 1'-0"
ID -SPAN BLOCKING
_ — - ACCESS o
PANEL N
A NEW 8" CONCRETE FOUNDATION
A WALLS W/ 8" x 20" CONCRETE
FOOTINGS TO 4'0" BELOW GRADE
W/2x4KEY
lo. -011
NEW 2 x 6's @ 16" ox
TYP. ROOF CONST.
- 2 x 8 ROOF RAFTERS @ 16" O.C.
- 5/8" CDX PLYWOOD ROOF SHEATHING
- 2 x 10 RIDGE BOARD
- ASPHALT ROOF SHINGLES
- 15LB. FELT PAPER
-11" BATT INSULATION
@ FLAT CEILINGS (R=49)
- SIMPSON H 2.5A HURRICANE CLIPS
AT ALL RAFTER ENDS
- ICE/ WATER SHIELD AT BOTTOM
3'0" OF ROOF
- PROP -A VENT BETWEEN RAFTERS
- WIND WASH BARRIERS
- ALUMINUM DRIP EDGE
12
MATCH
EXIST. V
2x6's@16"o.c. 2x6's@16" O.C.
TOP OF PLATE
L1/2" GYP. BOARD
72�1.
P.WALL CONST. ON 1 x 3 STRAPPING
x 4 STUDS @ 16" O.C. @ 16" o.c.
2.1/21, PLYWOOD SHEATHING
`Q' 3. SPRAY FOAM INSULATION R20
C , 1/2"W.SYPSUMHINGLBOARD
SIDINMUDROOM KITCHEN
5.6. TYPAR VAPOR BARRIER
3/4"T & G PLYWOOD
SUBFLOOR- GLUED & NAILED
FIRST FLOOR
SUBFLOOR2 x 8's @ 16'0_c.
27P.T. 2 x 6 SILL 2 x 8's
W/ SEALER
NEW SPRAY FOAM
INSULATION (R30)
CRAWLSPACE
BASEMENT
2" CONC. SLAB W/
NEW 8" CONCRETE FOUNDATION 10 MIL POLY UNDER
WALLS W/ 8" x 20" CONCRETE
FOOTINGS TO 4'0" BELOW GRADE
W/2x4KEY
A SECTION
MUDROOM/KITCHEN
A2
I
U
A J
A
znn
V
'
tenn
U) o
W <t
C�0o�cN0
O o Q w 2 ,- ae
O-t-Lo
N M
W
S W °°
cu-)
I-- _ L0
O m CO Q=Q
2x 10 RIDGE BO RD U aI-
0
_J _L-
A
A
w
1
MING PLAN o�
ROOF FRA O
NOTES: O2
1.) ALL ROOF RAFTERS TO BE 2 x 8's Of
OTHERWISE NOTED
U. 2.) USE SIMPSON H2.5A HURRICANE CLIPS
AT ALL RAFTERS ENDS
3.) VERIFY GUTTER TYPE/LAYOUT
W/ OWNERS
W C!�
Dow
12 z
w W
7
L.
.1
Z
O
LL W� C'n'�
LL W
_WO
W Z
Q Y . I
<.O N
SCALE:
1/411 = 11_011
DATE:
1/16/2019
DRAWING NO.: