HomeMy WebLinkAbout2020 Sign Off Transmittal - New 4 Bdr Home• •
19'-0"
k
E
6'-2"
32-0"
10'-6"
0
9'-4"
07 07
SCALE: 114" = 1'-0"
1,522 SQ. FT. - 8' CEILING 4 3 2
A7 A7 A7
#
INTERIOR STAIR NOTES
00 8'-3" L
FL I(N
BATH
� r
❑ 0 ❑ O 4
3'-10"
CLEAR SPAN
• MAXIMUM 81/4" RISERS
• MINIMUM 9" TREAD DEPTH
• MIN. 34" & MAX. 38" HIGH HANDRAILS
• MAXIMUM 4" BALLAST SPACING
CONSTRUCTION
ENGINEERED SIZE
12'-0"
11'-9"
01L
_
o
cv
TO INTERIOR/EXTERIOR HEADER SPAN CHARTS.
DROP
-- -
• CLOSET SHELVES AND POLES BY G.0
r
BED #20
12'-0"
IJED #3
(
16'- "
• 2X6 EXTERIOR CONSTRUCTION.
-----___----
FLUSH TO BOTTOM
FLUSH TO BOTTOM
-- ----
------
GHT
ALL
11
8'-8" 3'
4___1
ARE NOT LIABLE FOR STRUCTURES BUILT FROM
14'-0"
PORCH
THESE PLANS.
2
5
O
Oj
N
I
4"
_LG
r
CODES, LAWS AND REGULATIONS
11
I
I
• ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.
LOAD BEA
WALL
F.C.H. — _
I
I
5' KNEE- I
WALL I
T
(
I
I
I
F.0 H. F.C.H.
I i7p I I
I I I
L — — — I I 5' KNEE
5'KNEEWALL WALL
SAVE
ACCESS
PANEL
CN335
r
PERMISSION FROM CME ARCHITECTS, INC., AND/OR
N
N
o
r
G.C. TO VERIFY R.O.s WITH MANUFACTURER
o
DOUBLE HUNG
2846
• ALL ON SITE WORK TO BE OVERSEEN BY A
2'-10 %8' x 4' 8 �/8"
SCALE: 114" = 1'-0"
1,522 SQ. FT. - 8' CEILING 4 3 2
A7 A7 A7
09•
k
23'-6"
4'-0" 19'-6"
Yj6" PLYWOOD 8D @ 4"/12"
0 ANCHORS @ 24" O.C. W/ 3" x 3" x 1/4" R WASHERS
AND W/ IN 12" EACH WAY AT
CORNERS
0
o P.T. WOOD PLATFORM
ON AND STEPS TO GRADE
A BY G.C.
BEAM #1
2 -CAR GARAGE
-SLOPE GARAGE FLOOR SLAB TO
OVERHEAD DOORS AS REQUIRED
-MINIMUM ONE LAYER OF FIRE RATED
GYP. TO ENVELOPE ENTIRE GARAGE
o
w PORTAL FRAME W/
r HOLD DOWNS.
SEE DETAIL SHEET 1/A4
BEAM SCHEDULE
#
INTERIOR STAIR NOTES
BEAM LENGTH
CLEAR SPAN
• MAXIMUM 81/4" RISERS
• MINIMUM 9" TREAD DEPTH
• MIN. 34" & MAX. 38" HIGH HANDRAILS
• MAXIMUM 4" BALLAST SPACING
CONSTRUCTION
ENGINEERED SIZE
09•
k
23'-6"
4'-0" 19'-6"
Yj6" PLYWOOD 8D @ 4"/12"
0 ANCHORS @ 24" O.C. W/ 3" x 3" x 1/4" R WASHERS
AND W/ IN 12" EACH WAY AT
CORNERS
0
o P.T. WOOD PLATFORM
ON AND STEPS TO GRADE
A BY G.C.
BEAM #1
2 -CAR GARAGE
-SLOPE GARAGE FLOOR SLAB TO
OVERHEAD DOORS AS REQUIRED
-MINIMUM ONE LAYER OF FIRE RATED
GYP. TO ENVELOPE ENTIRE GARAGE
o
w PORTAL FRAME W/
r HOLD DOWNS.
SEE DETAIL SHEET 1/A4
BEAM SCHEDULE
#
FLOOR PLAN NOTES
BEAM LENGTH
CLEAR SPAN
• (3)2x10 HEADERS ABOVE ALL EXTERIOR ROUGH
CONSTRUCTION
ENGINEERED SIZE
OPENINGS UNLESS NOTED OTHERWISE. REFER
23'-8"
23'-0"
TO INTERIOR/EXTERIOR HEADER SPAN CHARTS.
DROP
-- -
• CLOSET SHELVES AND POLES BY G.0
1
19'-4"
• 2X6 EXTERIOR CONSTRUCTION.
-----___----
FLUSH TO BOTTOM
FLUSH TO BOTTOM
-- ----
------
• ALL LUMBER SPF#2 OR BETTER.
RBON MONOXIDE
IECTOR
4___1
09•
k
23'-6"
4'-0" 19'-6"
Yj6" PLYWOOD 8D @ 4"/12"
0 ANCHORS @ 24" O.C. W/ 3" x 3" x 1/4" R WASHERS
AND W/ IN 12" EACH WAY AT
CORNERS
0
o P.T. WOOD PLATFORM
ON AND STEPS TO GRADE
A BY G.C.
BEAM #1
2 -CAR GARAGE
-SLOPE GARAGE FLOOR SLAB TO
OVERHEAD DOORS AS REQUIRED
-MINIMUM ONE LAYER OF FIRE RATED
GYP. TO ENVELOPE ENTIRE GARAGE
o
w PORTAL FRAME W/
r HOLD DOWNS.
SEE DETAIL SHEET 1/A4
BEAM SCHEDULE
#
GENERAL NOTES
BEAM LENGTH
CLEAR SPAN
• OWNERS AND GENERAL CONTRACTOR SHALL
CONSTRUCTION
ENGINEERED SIZE
REVIEW ALL PLANS, NOTES AND SPECIFICATIONS
23'-8"
23'-0"
PRIOR TO CONSTRUCTION.
DROP
-- -
• ANY ALTERATIONS TO PLANS MUST BE TAKEN
1
19'-4"
UNDER THE ADVISEMENT OF CME ARCHITECTS, INC.
-----___----
FLUSH TO BOTTOM
FLUSH TO BOTTOM
-- ----
------
• CME ARCHITECTS, INC., AND/OR CRAIG C. MITCHELL
RBON MONOXIDE
IECTOR
4___1
ARE NOT LIABLE FOR STRUCTURES BUILT FROM
14'-0"
PORCH
THESE PLANS.
2
5
• G.C. MUST COMPLY TO ALL STATE AND LOCAL
VARIES
PORCH
CODES, LAWS AND REGULATIONS
WALL PARTITION
11
• ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.
LOAD BEA
WALL
• G.C. TO VERIFY ALL EXISTING SITE CONDITIONS
IING
• ANY REPRODUCTION OF PLANS WITHOUT WRITTEN
CN335
1
PERMISSION FROM CME ARCHITECTS, INC., AND/OR
4'-8'/$'
G.C. TO VERIFY R.O.s WITH MANUFACTURER
CRAIG C. MITCHELL IS PROHIBITED.
DOUBLE HUNG
2846
• ALL ON SITE WORK TO BE OVERSEEN BY A
2'-10 %8' x 4' 8 �/8"
LICENSED CONTRACTOR.
G
DOUBLE HUNG
• ELECTRICAL, HVAC, AND PLUMBING PLANS TO BE
3
5'-7 3/$' x 4-8 �/$"
PROVIDED BY LICENSED CONSULTANTS.
H
• ALL PAINTS AND FINISHES PROVIDED BY OTHERS.
2-2846
1
• ALL SPECIFICATIONS TO BE VERIFIED BY OWNER
AND CONTRACTOR.
• EXTERIOR WINDOW CASINGS TO BE PROVIDED BY
DESIGNATED LUMBER YARD.
• FIRE STOPPING REQUIRED: SHALL CUT OFF ALL
CONCEALED OPENINGS, MINIMUM 2" NOMINAL
LUMBER REQUIRED.
09•
k
23'-6"
4'-0" 19'-6"
Yj6" PLYWOOD 8D @ 4"/12"
0 ANCHORS @ 24" O.C. W/ 3" x 3" x 1/4" R WASHERS
AND W/ IN 12" EACH WAY AT
CORNERS
0
o P.T. WOOD PLATFORM
ON AND STEPS TO GRADE
A BY G.C.
BEAM #1
2 -CAR GARAGE
-SLOPE GARAGE FLOOR SLAB TO
OVERHEAD DOORS AS REQUIRED
-MINIMUM ONE LAYER OF FIRE RATED
GYP. TO ENVELOPE ENTIRE GARAGE
o
w PORTAL FRAME W/
r HOLD DOWNS.
SEE DETAIL SHEET 1/A4
BEAM SCHEDULE
#
#
BEAM LENGTH
CLEAR SPAN
LOCATION
CONSTRUCTION
ENGINEERED SIZE
1
23'-8"
23'-0"
GARAGE
DROP
-- -
(2) 3-0" x 6-8" EXTERIOR FRENCH
1
19'-4"
~MUD
LIVING
-----___----
FLUSH TO BOTTOM
FLUSH TO BOTTOM
-- ----
------
O COMBINATION C
AND SMOKE DE
RBON MONOXIDE
IECTOR
4___1
4'-8"
14'-0"
PORCH
DROP
2
5
32'-0"
VARIES
PORCH
DROP
WALL PARTITION
re:
STEPS TO GRADE
BY G.C.
DECK
DOOR SCHEDULE
#
MODEL
SYMBOLS LEGE
D:
3-0" x 6'-8" 6 LITE
1
2
❑# DOOR TAG (SEECHEDULE)
1
3
3'-0" x 6-8" 9 LITE
WINDOW TAG {S
IE SCHEDULE)
(2) 3-0" x 6-8" EXTERIOR FRENCH
1
O PHOTOSENSITIVSMOKE
DETECTOR
3
6
O COMBINATION C
AND SMOKE DE
RBON MONOXIDE
IECTOR
7
- - (2) 2'-6" x 6-8" PANEL
yas^ 1350 HEAT DETE70R
O
8
3'-0" x 6'-8" POCKET
2
FL FAN/ LIGHT
- - - — -- ---
x 6'-8" BARN DOOR
----
1
CONSTRUCTION GUIDE (BASED ON THE
® NEW 2x6/ 44
WALL PARTITION
11
(2) 2'-0" _x_6 ' --8" PANEL
LOAD BEA
WALL
IING
re:
STEPS TO GRADE
BY G.C.
DECK
DOOR SCHEDULE
#
MODEL
QUAN
1
3-0" x 6'-8" 6 LITE
1
2
3'-0" x 61-81' 1 HR. FIRE RATED
1
3
3'-0" x 6-8" 9 LITE
3
4
(2) 3-0" x 6-8" EXTERIOR FRENCH
1
5
3'-0" x U-8" 6 PANEL
3
6
2'-6" x 6-8" POCKET
1
7
- - (2) 2'-6" x 6-8" PANEL
1
8
3'-0" x 6'-8" POCKET
2
--
9
- - - — -- ---
x 6'-8" BARN DOOR
----
1
CONSTRUCTION GUIDE (BASED ON THE
x 6' 8" PANEL
3
11
(2) 2'-0" _x_6 ' --8" PANEL
2
01111
Date
WINDOW SCHEDULE
1
2020-07-
#
TYPE
MODEL
QUAN
ROUGH OPENING
CALCULATIONS PROVIDED BY
A
DOUBLE HUNG
2852
11
2`-101Jg"x 5'-4 Ys'
SPANS SHOWN TO BE VERIFIED.
B
DOUBLE HUNG
2-2032
1
4-3 3/8' x 3'-4'/8'
m
IN HIGH WIND AREAS FOR ONE AND TWO
C
AWNING.
A21
2
2'-0 5/8' x 2'-0 5/8'
CONSTRUCTION GUIDE (BASED ON THE
0
D
DOUBLE HUNG
3-2852
1
8'-5 3/4' x 5'-4 Y8'
E
CASEMENT
CN335
1
6'-0 3/$' x 3'-5 3/8'
4'-8'/$'
G.C. TO VERIFY R.O.s WITH MANUFACTURER
F
DOUBLE HUNG
2846
6
2'-10 %8' x 4' 8 �/8"
G
DOUBLE HUNG
2-2846
3
5'-7 3/$' x 4-8 �/$"
H
DOUBLE HUNG
2-2846
1
2-10 %$'x
01111
Date
Revisions
1
2020-07-
EMOVE STUDY WALL
.Checked By:
CM
CENSED STRUCTURAL ENGINEER.
19263A
CALCULATIONS PROVIDED BY
a
THE INTERNATIONAL RESIDENTIAL CODE.
SAME. SUGGESTED SIZES AND
WFCM: WOOD FRAME CONSTRUCTION
3
SPANS SHOWN TO BE VERIFIED.
DWELLINGS. 2001 EDITION.
4.
WFCM: WOOD FRAME CONSTRUCTION
MANUAL: GUIDE TO WOOD CONSTRUCTION
m
IN HIGH WIND AREAS FOR ONE AND TWO
o
FAMILY DWELLINGS. 110 MPH
= 5.
PRESCRIPTIVE RESIDENTIAL WOOD DECK
�
CONSTRUCTION GUIDE (BASED ON THE
0
2015 INTERNATIONAL RESIDENTIAL CODE)
m
4'-8'/$'
G.C. TO VERIFY R.O.s WITH MANUFACTURER
86-0 BULKHEAD BELOW _ 2 r
j 0 aj,
0
14'-6.1 32'-0" T-
16'-0" 16'-0"
10'-2" 2'-2" 2`-2" 8'-2" 10'-7" 5'-3" 5'-3" 2
-9"
0
� o
4 '
NOTE: ALL ENGINEERED FRAMING
MEMBERS SIZED BY SUPPLIER OR
LI
T-10"
1
O
1=
o
UP 15R I KITCHEN c00
o
0 o EATING C
INWOOD RAIL BY G.C.
- 14'-9" � Fr 31'-6.. r _ 16-3.1
r -
f
o MASTER
� El— MUD � I IU 10 10 [VAULTED]
cv BEAM #2 8 E9111
'ARCHITECTS,INC.
6 WILKINS DRIVE: SUITE 21 ❑
PLAINVILLE, MA 02762 508-80
9-359
6
a ALL CONSTRUCTION SHALL
COMPLY WITH THE FOLLOWING:
1 . 2015 INTERNATIONAL RESIDENTIAL CODE
o FOR ONE AND TWO FAMILY DWELLINGS.
s 2. 780 CMR 51.00
Date
Revisions
1
2020-07-
EMOVE STUDY WALL
.Checked By:
CM
CENSED STRUCTURAL ENGINEER.
19263A
CALCULATIONS PROVIDED BY
a
THE INTERNATIONAL RESIDENTIAL CODE.
SAME. SUGGESTED SIZES AND
WFCM: WOOD FRAME CONSTRUCTION
3
SPANS SHOWN TO BE VERIFIED.
DWELLINGS. 2001 EDITION.
T-10"
1
O
1=
o
UP 15R I KITCHEN c00
o
0 o EATING C
INWOOD RAIL BY G.C.
- 14'-9" � Fr 31'-6.. r _ 16-3.1
r -
f
o MASTER
� El— MUD � I IU 10 10 [VAULTED]
cv BEAM #2 8 E9111
'ARCHITECTS,INC.
6 WILKINS DRIVE: SUITE 21 ❑
PLAINVILLE, MA 02762 508-80
9-359
6
a ALL CONSTRUCTION SHALL
COMPLY WITH THE FOLLOWING:
1 . 2015 INTERNATIONAL RESIDENTIAL CODE
o FOR ONE AND TWO FAMILY DWELLINGS.
s 2. 780 CMR 51.00
■161I
6'-10" 7-11 " h 6'-5„ 11JI11 11-1 5'-4" 3-10" d
LOT #5
OLD HYANNIS RD,
YARMOUTHPORT, MA
RUHAN GENERAL
CONTRACTING, LLC
FLOOR PLANS
'�Illf OIL wlH'IM
15'-11
ZERO CLEARANCE
0
LAV. a III -_
� F.P. VENTED TO I I � r
El Q_ EXTERIOR BY G.C. I I �i iL F L OW
A PORCH o �° W.I.C. %I
o STUDY LIVING I
00 ZI I M
BEAM #4 if `
1 00 o I I '
(0 _ _ 0 12'-0" 20'-0° I I N BATH �
STEPS TO 00 cc�
GRADE LVL HEADER Q
BY G.C. O ABOVE `r 10
O o
N
9'x 8' O.H. DOOR W/ 9'x 8'0.H.
DOOR W/
CONTINUOUS HEADER ABOVE CONTINUOUS HEADER ABOVE100
01 6-6" 11'-0"
24'-0"
FIRST FLOOR PLAN
SCALE: 1/4" = �-EILI�NG
1,541 SQ. FT. d
6'-6" 3'-6" 6
-6" 4'-0" 6'-6" 8'-0" 6'-6" 5'-6" 3'-6"
14'-0" 32'-0"
� 62'-0°
PORCH BEAM #5
STEPS TO GRADE
3 � BY G.C. 2
A7 A7
A7
3'-6"
Q
Date
Revisions
1
2020-07-
EMOVE STUDY WALL
.Checked By:
CM
Job Number.
19263A
-MASS. AMENDMENTS TO
a
THE INTERNATIONAL RESIDENTIAL CODE.
s 3.
WFCM: WOOD FRAME CONSTRUCTION
3
MANUAL FOR ONE AND TWO FAMILY
DWELLINGS. 2001 EDITION.
4.
WFCM: WOOD FRAME CONSTRUCTION
MANUAL: GUIDE TO WOOD CONSTRUCTION
m
IN HIGH WIND AREAS FOR ONE AND TWO
o
FAMILY DWELLINGS. 110 MPH
= 5.
PRESCRIPTIVE RESIDENTIAL WOOD DECK
�
CONSTRUCTION GUIDE (BASED ON THE
0
2015 INTERNATIONAL RESIDENTIAL CODE)
m
■161I
6'-10" 7-11 " h 6'-5„ 11JI11 11-1 5'-4" 3-10" d
LOT #5
OLD HYANNIS RD,
YARMOUTHPORT, MA
RUHAN GENERAL
CONTRACTING, LLC
FLOOR PLANS
'�Illf OIL wlH'IM
15'-11
ZERO CLEARANCE
0
LAV. a III -_
� F.P. VENTED TO I I � r
El Q_ EXTERIOR BY G.C. I I �i iL F L OW
A PORCH o �° W.I.C. %I
o STUDY LIVING I
00 ZI I M
BEAM #4 if `
1 00 o I I '
(0 _ _ 0 12'-0" 20'-0° I I N BATH �
STEPS TO 00 cc�
GRADE LVL HEADER Q
BY G.C. O ABOVE `r 10
O o
N
9'x 8' O.H. DOOR W/ 9'x 8'0.H.
DOOR W/
CONTINUOUS HEADER ABOVE CONTINUOUS HEADER ABOVE100
01 6-6" 11'-0"
24'-0"
FIRST FLOOR PLAN
SCALE: 1/4" = �-EILI�NG
1,541 SQ. FT. d
6'-6" 3'-6" 6
-6" 4'-0" 6'-6" 8'-0" 6'-6" 5'-6" 3'-6"
14'-0" 32'-0"
� 62'-0°
PORCH BEAM #5
STEPS TO GRADE
3 � BY G.C. 2
A7 A7
A7
3'-6"
Q
Date
Revisions
1
2020-07-
EMOVE STUDY WALL
.Checked By:
CM
Job Number.
19263A
FINAL SET
Scale: 1/4"
3
= 1'-0"
Date:
2019-11-27
Drawn By:
JS
.Checked By:
CM
Job Number.
19263A
Drawing: