HomeMy WebLinkAbout8 SHADBUSH WAYMAIPROJECT ADDRESS:
8 5HADBU5H WAY
SOUTH WIND50R, CT 00074
IE31 APPLICABLE CODE: I
CONNECTICUT STATE BUILDING CODE5 APPLIED:
2018 CONNECTICUT STATE BUILDING CODE
INCLUDING ALL AMENDMENTS A5 OF THE DRAWING
DATE.
I C I STATEMENT OF WORK: I
THI5 DRAWING PACKAGE INCLUDES ARCHITECTURAL
AND STRUCTURAL SPECIFICATIONS FOR AN ADDITION
TO AN EXISTING HOME.
DI
DESIGN CRITERIA:
MATERIAL SPECIFICATIONS:
FRAMING LUMBER:
DOUGLAS FIR #2
TREATED LUMBER:
SYP ## I P.T.
ENGINEERED LUMBER:
VERSA -LAM 3 100
Fb=3100, E=2. 1
STEEL BEAM:
A992-50
STEEL PLATE:
A3G MIN
CONCRETE FOOTINGS:
f'c=3500 P51 MIN
DE51GN LOADING:
GROUND SNOW LOAD:
30 P5F
FLOOR LOAD (LIVE):
40 P5F
ULTIMATE WIND SPEED:
125 MPH
ASSUMED SOIL
BEARING CAPACITY:
2000 PSF
I E I LOCUS PLAN: I
REAR OF HOME
NEW DECK
\ \ as \
as a ♦\ a
aaa as as aaa as as aaa as as aaa as a
a
�` .,' ,. r' % ��;'�•;/a as aaa as NEW SECONDa as
EXISTING HOUSE a as a FLOOR ADDITION as
AND REMODEL AREA as a
a a a
a a a a a a a \
FRONT OF HOME
GENERAL NOTES:
! . CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
EXISTING CONDITIONS. ANY CONFLICT BETWEEN THESE
DRAWINGS AND THE EXISTING CONDITIONS MUST BE
REVIEWED BY THE CLIENT AND BY DI15ATT15TO ASSOCIATES,
LLC.
2. ALL WORK SHALL BE IN ACCORDANCE WITH BEST
TRADE PRACTICES AND ALL STATE OF CONNECTICUT
BUILDING CODES.
3. ANY ADDITIONAL REQUIREMENTS RELATIVE TO THE
SPECIFICATIONS BUT NOT EXPLICITLY STATED ON DRAWINGS
ARE THE RESPONSIBILITY OF THE BUILDER AND/OR OWNER.
4. MODIFICATIONS TO DIMENSIONS OR SPECIFICATIONS
SHALL NOT BE MADE WITHOUT PRIOR APPROVAL FROM
DIBATT15TO ASSOCIATE5, LLC (EXCEPT FOR MINOR
MODIFICATIONS), DO NOT SCALE DRAWINGS.
O WALL FOR NEW
SET DOOR
KING,
FLOOR PLANS
O WALL,
FLOOR PLANS
OVE DOOR AND
.L W/ 51MILAR
5TRUCTION
ERIAL5
SECOND FLOOR DEMOLITION PLAN
DEMOLITION 1 /4" = I '-0"
EXISTING 5ECOND FLOOR AREA
- --7 .. _7 _--7 . -.
DECK POSTS LOCATION PLAN
SCALE: I /4" = I '-0"
14'-0"
DECK
2'-0 5'-011 9'4/2"
G" 5TEP
1 I a
BEDROOM #2 6068
O
CLOSET SPIRAL STAIRCASE
1 u I I SIZE TO BE
i
-I 12 i CONFIRMED BY
OTHERS
1 1-811 <2>
6'-3"
I
2GG8
2 2GG87
3'-7" 2 I'-II�°
RELOCATE
EXISTING DOOR 13'-0"
TO THIS LOCATION C� 5'-��„
2GG8
3'-0"
BATHROOM
TO REMAIN
1N11. 1. SHALL MATCH
THI5 WINDOW SIZE
5'-G"
5'-9J/2" PRIMARY BEDROOM
BATH ROOM 5D
0 12'-33/4'
T Va
E i 3 OFFICE
2'- I (i/ ,O G'-2 /4'
4 LU
4'-43/" f O 0 0
4 ' 0� q I
i
5'-103/4" 4'-4%" 2'-3" 4'-3%" 7'_0" 4'- " —
12'-6/"
SECOND FLOOR PLAN -1 NEW WALL
SCALE: 114" = I '-0"
WINDOW SCHEDULE - HARVEY WINDOWS
ROUGH
MEETS
ID
—
QTY
TYPE
MANUFACTURER
MODEL
OPENING
EGRESS
REMARKS
A
I
3-WIDE
HARVEY
2442-3
7'-2-3/4" X
NO
NEW CONSTRUCTION WINDOW
DOUBLE HUNG
4'-5-I/2
B
2
DOUBLE HUNG
HARVEY
2432
2-6 X
3'-5-1/2"
NO
NEW CONSTRUCTION WINDOW
C
2
DOUBLE HUNG
HARVEY
2442
X
4'-5-1/2"
NO
NEW CONSTRUCTION WINDOW
CIRCLE
3'-0" DIA.
NEW CONSTRUCTION WINDOW,
D
2
WINDOW
HARVEY OR EQUIV.
TBD
CIRCLE
NO
3'-0" DIA. CIRCLE WINDOW TBD
WINDOW
MATCH EXISTING SECOND
E
I
DOUBLE HUNG
HARVEY OR EQUIV,
TBD
TBD
NO
FLOOR WINDOW IN FRONT
BATHROOM, SEE ELEVATIONS
AND FLOOR PLANS
NOTE: WINDOWS MARKED W/ T> ARE TO BE SAFETY GLAZED
DOOR SCHEDULE - HARVEY OR EQUIV.
ITEM
QTY
TYPE
MANUFACTURER
MODEL
DOOR SIZE
—
ROUGH
REMARKS
—
OPENING
FULL GLA55
I
I
SLIDING DOOR
HARVEY OR EQUIV.
TBD
G'-0" X G1-8"
TBD
SLIDING DOOR,
SEE ELEVATION
VIEW
15'-G"
I
wl
4'_41 '
IN
3/4"
i
i
(lu
Iz
D
O
'o
!o
LL
0
jN
I
f
a,
THIRD FLOOR LEVEL
SCALE: 1 /4" = I '-0"
0-312"
G'-8Y2"
(2) 2 X G D.F. #2 TOP PLATES
2 X G D.F.#2 WALL STUDS @ I G" O.C.
-IT
(2) 2 X 4 D.F. #2 TOP PLATES
(2) 2 X 6 D.F. #2 TOP PLATES
(I) 2 X 6 P.T. BOTTOM PLATE
2 X 4 D.F.#2 WALL STUDS @ I G" O.C.
2 X G D.F.#2 WALL STUDS @ I G" O.C.
(1) 2 X G D.F. #2 BOTTOM PLATE OVER
X 4 D.P. #2 BOTTOM PLATE
2 X G D.F. #2 BOTTOM PLATE
P.T. PLATE OPTIONAL2
I/2" GYP BD. 4 FT WIDE, ATTACHED TO WOOD
I/2" GYP BD. (BOTH SIDES) 4 FT WIDE,
I/2" GYP BD. (BOTH 51DE5) 4 FT WIDE,
STUDS, TYPE W G X I .25" STEEL SCREW
ATTACHED TO WOOD STUDS, TYPE W 6 X I .25"
ATTACHED TO WOOD STUDS, TYPE W 6 X I .25"
SPACED 7" O.C. ALONG EDGES OF BOARD # 7"
STEEL SCREW SPACED 7" O.C. ALONG EDGE5
STEEL SCREW SPACED 7" O.C. ALONG EDGES
O.C. IN THE FIELD OF THE BOARD.
OF BOARD * 7" O.C. IN THE FIELD OF THE
OF BOARD * 7" O.C. IN THE FIELD OF THE
BOARD. JOINTS ORIENTED VERTICALLY AND
BOARD. JOINTS ORIENTED VERTICALLY AND
7/I G" WOOD PLYWOOD OR 055SHEATHING
STAGGERED ON OPPOSITE SIDE5 OF THE
STAGGERED ON OPPOSITE SIDES OF THE
ASS EM BLY.
ASSEMBLY.
R-20 BATT INSULATION WITH VAPOR BARRIER
BATHROOM SIDE:
SIDING TO MATCH EX15TING
BATHROOM SIDE:
MOISTURE RESISTANT GYPSUM BOARD
MOISTURE RESISTANT GYPSUM BOARD AS
REQUIRED
TYP. 0 EXTERIOR WALL
2 TYP. 4" INTERIOR WALL
<3>IYP. G" INTERIOR WALL
LEGEND
5MOKE AND CO
DETECTOR
COMBINTATION
SMOKE DETECTOR 5D
Revisions:
V
a
W
o M
M
p
U
[r�
i�
PROrE5510N( STAMP"
Project: DA22-05G
Prepared By: RJ5
Reviewed By: LAD
Date: July 22, 2022
Architectural plan
Demolition Plan and
Floor Plans
Al' .0
TOP PLATE HEIGHT
(MATCH EXISTING)
WINDOW HEADER HEIGHT
(MATCH EXI5TING)
SECOND FLOOR LEVEL
(MATCH EXI5TING)
GARAGE TOP PLATE
(TO REMAIN)
a'- f 62
GARAGE 5LAE, LEVEL
1=R0NT ELEVATION VIEW
SCALE: I /4" = I '-0"
NEW WINDOW EYEBROW DETAI
TO MATCH EXI5TIN(
5HINGLE
RETURN
NEW 5ECOND FLOOR ADDITION
ALL 51DING AND TRIM
TO MATCH EXI5TING
4
_sa._,_. ._L._ ..__� I . Lf_..L _ �._..L� . ! , TOP PLATE HEIGHT
(MATCH EXI5TING)
WINDOW HE DER IEIGI-IT
(MATCH EXI5TING)I
_.
__.__. _ ._._._ __. __ , ,t
Li
" \UVINDOW "E" SHALL/
MATCH TH15 SECOND FLOOR LEVEL
WINDOW 517_E -(MATCH EXISTING)
-GARAGE TOP PLATE
TO REMAIN
® ® _
- GARAGE SLAB LEVEL
RIDGE VENT
"ALL 51DING AND TRIM
SIDE ELEVATION VIEW TO MATCH EXI5TING
SCALE: 1 /4" = I '-0"
�J
LJ
REAR ELEVATION VIEW
SCALE: 1 /4" = 1 '-0"
ALL 51DING AND TRIM
TO MATCH EX15TING
I n � LLm_ I Im 0
ReV151on :
U
r�
E—+
N
P
W�
a�
E~
Q
00
H
H
t�
u ....vr���;
T b,
530
f��r�t:ttutts++++
Project: DA22-05G
Prepared By: RJB
Reviewed By: LAD
Date: July 22, 2022
Architectural Plan
Elevation Vim
A2.0
In
1 h'-0°
SEE DECK POSTS LOCATION PLAN 0
PAGE Al ,O FOR ALL GUARD P05T
LOCATIONS=64
BEAM I C 7TC
11
4
N
�j U A
OHO
�o� 1
O_- 1
OJx@V
lL N
1'-Gil
7 V 9
NOTE:
ALL 51MP50N PRODUCTS AND ALL NAILS OR
8 A SCREWS IN CONTACT WITH P.T. MEMBERS OR
PERMANENTLY EXPOSED TO OUTSIDE WEATHER
TYP SHALL BE HOT DIP GALVANIZED OR Z MAX.
I I
1
_,--1
INSTALL TREX KAINESCAPE OR
OTHER EQUIVALENT DRAINAGE -
SYSTEM TO SHIELD AREA
BELOW DECK FROM WATER,
7-0"
INSTALL PER MANUFACTURER'S
11-011
I
SPECIFICATIONS
COLUMN @ MIDDLE
BEAM 1 A
j
OF CONCRETE i
FOUNDATION WALL --------
-------------—
j5
5 IA
I
5
lA SI.O
��I II5IUII ii
51V
II II �Iv II I
I O
O
ciNmU A
H
aONOmU A
0
Om2O 1
VA
om2
i
0LbQ I
O " 0 1 I --
--,o= 1 1
^-- --
- X � N 1 -;
OinQ I I
ot�11- wUaV II
1 i
II o�W@v ill
>
o°`�
0 @ V I
I
> I
I
LL
L7--
LIL ;
BEAM 1 B r2
SI.O
BEAM 1 B
2
SI.O
5'-0" - 1 .75" X 0.25"
12'-1034 - 2 X 10 D.F. #2
VERSA -LAM 3 100 FLOOR
FLOOR JOISTS @ I G" O.C.
JOISTS @ 12" O.C.
SECOND FLOOR
FRAMING PLAN
SCALE: 114" =
1 '-0"
ATE RIPPED FLUSH TO OUTSIDE
5 OF FLANGES, COUNTERSINK 5/8"
iTEEL THRU-BOLTS INTO PLATE @
.C. IN STAGGERED ROWS
A- W 10 X 45 STEEL BEAM
?-50) W/ 2X BLOCKING RIPPED
1 TO OUTSIDE EDGE OF FLANGE
D D.F. #2 FLOOR JOISTS @ I G" O.C.
VIP50N L521 OAZ HANGERS @ EVERY
TO BEAM CONNECTION,
1 45" X I -1 /2" NAILS TO 2X PLATE
148" X 1 -1 /2" NAILS TO JOIST
RSIDE OF JOISTS AND BEAM
WRAPPED IN 5/8" GYPSUM BOARD TYPE X
BEAM FRAMING DETAIL (2X JOISTS)
sl.o SCALE: N.T.S.
Tp"c�SES BY OTHERS
D" O.C.
NG CEILING AND
`.R5 TO REMAIN
2A:
75" X 9.5"
4-LAM 3100
5ON HTU25 TRUSS HANGERS,
I GD NAILS TO BEAM 2A
(2 G) O.) 48" X 1- 1 /2" NAILS TO TRU55
TRUSS HANGER DETAIL
SI.o SCALE: N.T.S.
13-03�8'
13'-03/g
COLUMN @ MIDDLE
OF CONCRETE
FOUNDATION WALL
OUTLINE OF WALLS
ABOVE CARRYING THE
ROOF AND THIRD
FLOOR LOAD
5'-0" - 1 .75" X 0.25"
VERSA -LAM 3100 FLOOR
JOISTS @ 1 2" O.C.
ROOF FRAMING PLAN
SCALE: 114" = I '-0"
CAUTION NOTE:
DIMENSION FROM EXISTING GARAGE TOP
PLATE TO EXISTING SECOND FLOOR LEVEL
TBD IN FIELD AND VERIFIED W/ DI5ATTI5TO
ASSOCIATES, LLC PRIOR TO CONSTRUCTION
ATE RIPPED FLUSH TO OUTSIDE
5 OF FLANGES, COUNTERSINK 5/8"
STEEL THRU-BOLTS INTO PLATE @
C. IN 5TAGGERED ROWS
A- W 10 X 45 STEEL BEAM
?-50) W/ 2X BLOCKING RIPPED
I TO OUTSIDE EDGE OF FLANGE
X 0.25" VERSA -LAM 3100
5@ 12"O.C.W/
501-1 BA 1.5 1 /9.25 HANGER,
). 148" X 1 -1 /2" NAILS TO 2X PLATE
1 45" X 1 -1 /2" NAILS TO JOIST
RSIDE OF JOISTS AND BEAM
WRAPPED IN 5/8" GYPSUM BOARD TYPE X
A BEAM FRAMING DETAIL (LVL JOISTS)
S 1.o SCALE: N.T.5.
TENSION TIES TO BE INSTALLED ON
JOISTS MARKED (> (4) TOTAL
LASHING
ECKING TBD BY HOMEOWNER
2 X 8 P.T. JOISTS @ I G" O.C,
G" 5TEP 2 X 8 P.T. LEDGER BOARD
(2) ROWS 3-5/5" LEDGERLOK
SCREWS @ I G" O.C. TOP AND
BOTTOM ROWS STAGGERED
SIMPSON LU5287 J015T HANGER
ON EVERY JOIST.
(G) I OD NAIL5 TO LEDGER
(4) 1 OD NAIL5 TO J015T
SIMPSON DTTIZ TENSION TIE
WHERE SPECIFIED (4 TOTAL),
(G) 0. 148" X 1-1 /2" FASTENERS TO JOIST,
STRONG -DRIVE 5DWH TIMBER -HEX HDG
SCREW W/ MIN 3" PENETRATION AS SHOWN
LEDGER BOARD DETAIL
s 1.o SCALE: N.T.S.
c-A.
ENGINEERED WOOD BEAMS
(2) PLY BEAMS:
(2) ROWS OF 3-3/8" FASTEN MASTER FLATLOK
FASTENERS @ 1 G" O.C. STAGGERED.
(3) PLY BEAMS:
(2) ROWS OF 5" FA5TENMASTER FLATLOK
FASTENERS @ I G" O.C. STAGGERED.
WOOD BEAMS FASTENING
SCALE: N.T.5.
PLATE RIPPED FLUSH TO OUTSIDE
GE5 OF FLANGES, COUIITER51HK 5/5"
N. STEEL THRU-BOLTS INTO PLATE @
O.C. IN STAGGERED ROWS
AM A- W 10 X 45 STEEL BEAM
392-50) W/ 2X BLOCKING RIPPED
J5H TO OUTSIDE EDGE OF FLANGE
X 8" X 3/4" THICK STEEL CAP PLATE,
1 3/4" A325 THRU-BOLTS
1 /2" STD. PIPE COLUMN,
`.RIFY LENGTH IN FIELD
X 8" X 1 /2" STEEL SQUARE_ PLATE,
1 1 /2" DIA. EXFANSION ANCHORS TO
)UNDATION WALL
STEEL BEAM TO P05T DETAIL
sl.o SCALE: N.T.S.
ROOF TRUSS @ 24" O.C:
DESIGNED BY OTHERS
51MP50N H2.5T HURRICANE -
TIE FASTENERS:
TRUSS 5-8D
PLATES 5-81)
(2) 2 X G TOP
WOOD BEAMS (D.P. #2)
2' OR 3 PLY:
MINIMUM OF 2 ROWS I OD
(3.2511) NAILS AT 1211 O.C.
EACH 51DE STAGGERED
2"
HURRICANE TIE DETAIL - EVERY TRU55
s1.o SCALE: N.T.S.
BEAM SCHEDULE - ALL LENGTHS FOR PLANNING AND PRICING ONLY (VERIFY IN FIELD)
BEAM
LENGTH
BEAM
POST
FASTENING
HARDWARE
COMMENTS
DESCRIPTION
BEAM IA
22'-3"
W 10 X 45 STEEL BEAM
3-1/2" STD. PIPE
5/51 .o
N/A
SUPPORTS SECOND
(A992-50)
COLUMN
FLOOR LOAD
BEAM 15
1 O'-O"
(2) 1 .75" X 1 1 .875"
(4) 2 X 4 WALL
2/51 .0
N/A
GARAGE DOOR HEADER
VERSA -LAM 3100
STUDS
BEAM I C
1 4'-0"
(3) 2 X 10 P.T.
G X G P.T. POSTS
2/51 .0
N/A
SUPPORTS EXTERIOR
DECK LOAD
BEAM 2A
1 2'-4"
(2) 1 .75" X 9.5"
(3) 2 X 4 WALL
STUDS $ 3.5" X 3.5"
2/51 .O
N/A
SUPPORTS ROOF TRUSS,
VERSA -LAM 3 100
PARALLAM POST
FLUSH W/ CEILING
BEAM 25
7'-1 "
(2) 1 .75" X 7.25"
(3) 2 X 4 WALL
2/51 .O
N/A
SUPPORTS ROOF TRUSS
VERSA -LAM 3) 00
STUDS
NOTE: (2) 2 X 10 HEADER OVER EACH WINDOW OR DOOR OPENING UNLESS OTHERWISE NOTED
OPENINGS SHALL NOT
ALLOW THE PASSAGE
OF A 4" DIA. SPHERE
POSTS, RAILINGS,
5TERS AND DECKIPIG
' HOMEOWNER
DECK RAILING DETAIL - TREX OR EQUIVALENT
SCALE: N.T.5.
KNEE BRACING DETAIL
sl.o SCALE: N.T.S.
DECKING TB BY HOMEOWN
2 X 8 P.T. DECK JOI5T5 @ I G" 0
SIMPSON h2.5AZ HURRICANE TIES
EVERY BEAM TO J015T CONNECTIC
(5) 8D NAILS @ EACH CONNECTI(
REAP
(3) 2 X 11
SIMPSON BC52-3/GZ POST
(1 2) 1 GD NAILS TO
(G) I D NAILS TO
G X G P.T. POST
SIMPSON ABAGGZ P05T BASE;
(8) 1 GD NAILS TO BEAM
5/8" DIA. ANCHOR BOLT EMBEDDED
7" IN CONCRETE MIN
10" DIA, CONCRETE PIER W/ I G"
SPREAD FOOTING
Pc = 3500 P51 MIN
3'-G" DEPTH MIN
OVER G" OF 3/4" COMPACTED
CRUSHED STONE
BEAM TO P05T CONNECTION DETAIL
sl.o SCALE: N.T.5.
G X G P.T. POST
BEAM I C - SEE PLANS
P.T. PLYWOOD TO FILL
=EN KNEE BRACING AND
2 X G P.T. KNEE BRACING ON EACH
SIDE OF BEAM AS SHOWN,
/2" HOT DIP GALVANIZED THRU-BOLT
@ CENTER OF EACH CONNECTION
NOTE: GUARD POSTS SPACED G' O.C. MAX
SEE DECK POSTS LOCATION PLAN ON PAGE
A 1 .0 FOR ALL GUARD POST LOCATIONS
2 X 8 P.T. BLOCKING
4 X 4 5YP P.T. POST
(2) 1 /2" HOT DIP
GALVANIZED LAG BOLTS
(2) 1 /2" HOT DIP
GALVANIZED LAG BOLTS
2XSP.T.
DECK JOISTS @ I G" O.C.
8 DECK RAIL P05T CONNECTION
sl.o SCALE: N.T.S.
Revisions:
ter c ua�viir,
� .••P.•tJi
��J�trfn3n;�e�t�N�
Project: DA22-05G
Prepared By: RJB
Reviewed 6y: LAD
Dale: July 22, 2022
5tructural Plan
Second Floor Framing
Plan t Roof Framing Plan
22'-Gll
DESIGN CRITERIA FOR SHEAR WALLS:
SHEAR WALLS DESIGNED U51NG WSP METHOD FOR 125 MPH
SHEAR WALL SECTIONS SHALL BE BLOCKED AT SHEATHING JOINTS
PARTIAL CREDIT FOR ALL BRACED WALL PANELS <48" PER IRC TABLE PG02. 10.5.2
SHEAR WALL SCHEDULE
Vult = 125 mph
SAVE TO
WALL
WALL
HEIGHT
REQUIRED
PROVIDED
DESCRIPTION
HOLD DOWN
RIDGE
FACTOR
FACTOR
WOOD STRUCTURAL PANELS ON ONE SIDE OF 2 X G, I G" O.C, WALL
W-A
1 . 1 5
0.00
5'-3"
8'-0"
8D COMMON NAILS @ G" O.C. EDGE AND 12" C.C. FIELD
NO
1/2" GYPSUM WALLBOARD W/ #G DRYWALL SCREWS @ 7" O.C. EDGE.
I G" O.C. FIELD
7/6' WOOD STRUCTURAL PANELS ON ONE 51DE OF 2 X G, 1 G" O.C, WALL
W-B
1 . 1 5
0.00
5'-3"
5'-3"
8D COMMON NAILS @ G" O.G. EDGE AND 12" O.C. FIELD
NO
1/2" GYPSUM WALLBOARD W/ #G DRYWALL SCREWS @ 7" O.C. EDGE,
I G" O.C. FIELD
7/6' WOOD STRUCTURAL PANELS ON ONE SIDE OF 2 X G, I G" O.C. WALL
W-C
1 1 5
0.90
5'-3"
81_01,
8D COMMON NAILS @ G" O.C. EDGE AND 12" O.C. FIELD
NO
.
1/2" GYPSUM WALLBOARD W/ #G DRYWALL SCREWS @ 7" O.C. EDGE.
I G" O.C. FIELD
ROOF FRAMING
ASPHALT SHINGLES TO MATCH EXISTING
CONTINUOUS RIDGE VENT
WITH 30# FELT PAPER
NUMBER Of FASTENERS PER
MANUFACTURERS SPECIFICATIONS
ICE AND WATER SHIELD 30" PLUS THE ROOF
OVERHANG DISTANCE FROM THE EAVE5 EDGE
METAL DRIP EDGE ON SAVE AND RAKE EDGES
5/8" 5 PLY PLYWOOD SHEATHING. TAPE ALL
PLYWOOD JOINTS OR APPLY SELF ADHERED
MEMBRANE OVER ThE ENTIRE ROOF SURFACE.
K-49 BATT INSULATION,
(FILL CAVITY) WHERE INSULATION DOES NOT FIT
OK R-40 SPRAY FOAM INSULATION
L7ll/1C Tit IGGCG /l nl fill / - mw IIT_A
I\VVI II�UJJLJ G-V V.V. Ul VII ILI�J
1/2" GYPSUM CEILING BOARD
CONTINUOUS SOFFIT VENT
WALL FRAMING -
SIDING TO MATCH EXISTING
H OUSEWRAP
7/ 1 G" PLYWOOD OR 055 SHEATHING
DOUBLE TOP PLATE, 2 X G, D.F. #2
2 X G D.P. #2 WALL STUDS, @ I G" O.C.
R-20 BATT INSULATION
1/2" GYP WALL BOARD
SEE SHEAR WALL SCHEDULE
SHIM OUT EXISTING TOP PLATE TO NEW FLOOR (VERIFY IN FIELD),
DIMENSION FROM EXISTING GARAGE TOP PLATE TO EXISTING
SECOND FLOOR LEVEL TED IN FIELD AND VERIFIED 11V/
DI13ATTI5TO ASSOCIATES, LLC PRIOR TO CONSTRUCTION
SECOND FLOOR FRAMING
TO ALIGN W/ EXISTING FLOOR LEVEL
FLOORING TO BE SELECTED BY HOMEOWNER
3/4" T+G PLYWOOD GLUED AND SCREWED
2 X 10 D.P. #2 FLOOR JOISTS @ I G" O.C. OR
I .75" X 9.25: VERSA -LAM 3 100 FLOOR JOISTS @ 12" O.C. -
SEE FRAMING PLANS
P-30 BATT INSULATION
5/8" GYPSUM BOARD TYPE X
7/ 1 G" PLYWOOD OR O5B SHEATHING
7/ 1 G" PLYWOOD OR 0515SHEATHING
CONTINUOUS 18" FROM SOLE PLATE.
18" MIN,
CONTINUOUS 18" FROM CAP PLATE.
SECURE WITH SD NAILS (SPACING AS
SECURE WITH 8D NAILS (SPACING AS
SPECIFIED IN SHEAR WALL SCHEDULE
SPECIFIED IN SHEAR WALL SCHEDULE)
BLOCK AT JOINTS.
BLOCK AT JOINTS.
1/2" GYPSUM WALLBOARD ON _
1/2" GYPSUM WALLBOARD ON
INTERIOR SIDE, FASTENED AS
INTERIOR SIDE, FASTENED AS 18" MIN,
SPECIFIED IN SHEAR WALL SCHEDULE.
SEE PLAN 7/1 6" PLYWOOD OR OSB
SPECIFIED IN SHEAR WALL SCHEDULE.
NOTE: SHEATHING MUST EXTEND TO 18" MIN.
SHEATHING CONTINUOUS FROM
NOTE: SHEATHING MUST EXTEND TO
SILL PLATE.(TWO PLATES OPTIONAL)
18" ABOVE SILL TO FULL DEPTH
OF RIM. SECURE WITH 8D NAILS
TOP OF UPPER CAP PLATE.
(SPACING AS SPECIFIED IN
SHEAR WALL SCHEDULE)
18" MIN. 1/2" GYPSUM WALLBOARD 01\1
IrTERIOR SIDE, FASTENED AS
SPECIFIED IN 5HEAP WALL
SCHEDULE.
SHEAR WALL NAILING BOTTOM PLATE
SHEAR WALL NAILING CAP PLATE TO STUD
TO STUD
@SCALE:
�s� STUD TO STUD THROUGH BAND JOIST
s2.o SCALE: N.T.S.
SCALE: N.T.S.
N.T.S.
No
RIDGE VENT
2 1
I�
12
t�/ CEILING
WINDOW :' HEIGHT
HEADER
PRIMARY BEDROOM
4'-3'1
� 3
5 1 .O
- - BEAM I B - - - � r - - - BEAM I B
A :SECTION VIEW A
2.o SCALE: 114" = 1 '-O"
FRAMING NOTES:
I . ALL FRAMING LUMBER SHALL BE SURFACE DRY.
2. FLOOR JOISTS UNDER PARALLEL DEARIING PARTITION SHALL BE DOUBLED.
DOUBLE JOISTS WHICH ARE SEPARATED TO PERMIT INSTALLATION OF PIPING
OR VENTS SHALL BE SOLID BLOCKED SPACED NOT MORE THAN 4 FT ON CENTER.
3. ALL SILL AND EXPOSED FRAMING SHALL BE PRESSURE TREATED WOOD.
4. DOUBLE HEADERS AND JACKS FOR ALL WINDOWS AND DOORS.
5. ADHERE 3/4" TONGUE AND GROOVE PLYWOOD AS SUBPLOOK TO THE FLOOR
J015T SYSTEM WITH GLUE AND NAILS OR SCREWS.
G. FIRE STOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION.
FIRE STOPPING SHALL BE PROVIDED AS FOLLOWS:
A. IN CONCEALED SPACES EVERY 10 FT. TO CUT OFF ALL CONCEALED DRAFT
OPENINGS IN BOTH VERTICAL AND HORIZONTAL TO FORM AN EFFECTIVE FIRE BARRIER
BETWEEN FLOOR LEVELS AND ROOF SPACE,
B. IN CONCEALED SPACES OF WALL. STUDS AND PARTITIONS, INCLUDING FURRED SPACES
AT THE CEILING AND FLOOR LEVEI'_;
C. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH
AS SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.
D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN
AT THE CEILING AND FLOOR LEVEL;
E. AT THE OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING
AND FLOOR LEVEL, WITH NONCOMBUSTIBLE MATERIALS.
7. JOIST BEARING REQUIREMENTS:
ON CONCRETE: 3" MIN
ON WOOD PLATES: 1 .5" MIN
LAPPED OVER. SILL: 3.5" MIN
8. FOR BCI FLOOR J015T MATERIAL: SEE: 8015E CA5CADE'5 ENGINEERED WOOD PRODUCTS
GUIDE ON BCI J015T HOLE LOCATION AND 51ZING FOR INFORMATION REGARDING DRILLING
INTO JOISTS.
9. NAILING SCHEDULE (TYPICAL):
A. JOISTS TO 51LL5 OR GIRDER: TOE NAIL WITH 3-81) NAILS.
B. SOLE PLATES, JOISTS, OR BLOCKING: FACE NAIL WITH 1 GD NAIL EVERY 1 0' O.C.
C. CEILING JOISTS TO PLATES: TOE NAIL WITH 3-8D NAILS.
D. DOUBLE STUDS: FACE NAIL WITH I OD, 24" O.C.
E. RIM J015T TO TOP PLATE: TOE NAIL WITH SD, G" O.C.
F. CONTINUOU5 HEADER: TWO PIECES WITH I GD, I G" O.C. ALONG EACH EDGE
G. BUILT UP CORNER STUDS: I GD, 24" O.C.
H. CEILING J015T TO PARALLEL RAFTERS: 3 - I OD
1. DOUBLE TOP PLATES, FACE NAIL I OD - 24" O.C,
J. BUILT UP HEADER, TWO PIECES WITH 1/2" SPACER - I GD, I G" O.C. ALONG EACH EDGE
10. DRAFT STOPPING MATERIAL: 1/2" GYPSUM BOARD OR 3/8" PLYWOOD. FOR USEABLE SPACES
BOTH ABOVE AND BELOW THE CONCEALED SPACE GREATER THAN 1000 SQUARE FEET DRAFT
STOPPING SHALL BE INSTALLED.
1 1. P05T/COLUMN5 EXPOSED TO THE ELEMENTS WHICH SUPPORT PERMANENT STRUCTURES
SHALL BE SUPPORTED BY METAL PEDESTALS PROJECTED AT LEAST 1 " ABOVE THE CONCRETE
SURFACE.
12. PROVIDE LET -IN DIAGONAL I X 4 BRACING AT ANY DEARING WALL IN EXCESS OF 1 O'-0" IN
HEIGHT.
13. ALL SHEATHING SHALL MEET APA STANDARDS:
FLOORS: 3/4" T*G UNDERLAYMENT GLUED * NAILED TO FLOOR JOIST, U.O.N.
WALLS: 1/2" APA RATED SHEATHING (EXPOSURE 1) NAILED TO STUD5, U.O,N.
ROOF: 5/8" 5 PLY APA RATED SHEATHING (EXPOSURE I) (JAILED TO RAFTERS, U.O.N.
14. CARPENTRY SHALL BE ERECTED TRUE TO LINES, LEVELS AND DIMENSIONS SHOWN
OR REQUIRED; SHALL BE SQUARED; ALIGNED AND PLUMBED; SECURELY FASTENED IN
PLACE IN AN APPROVED MANNER.
15. FOR BOLTED CONNECTIONS, DRILL HOLES I/I G" LARGER IN DIAMETER THAN THE BOLTS
BEING USED. DRILL STRAIGHT AND TRUE FROM ONE SIDE ONLY. BOLT THREADS SHALL NOT
BEAR ON WOOD. USE WASHERS UNDER ALL NUTS.
I G. PROVIDE METAL J015T HANGERS AT ALL LOCATIONS WHERE FLOOR JOISTS ARE FRAMED INTO
SUPPORT MEMBERS,
TOP PLATE HEIGHT
(MATCH EXISTING)
-$ WINDOW HEADER HEIGHT
(MATCH EXISTING)
N QI-III
NGI_�11
SECOND FLOOR LEVEL
(MATCH EXISTING)
GARAGE TOP PLATE
(TO REMAIN)
Q I
U'-1 IY 11
GARAGE SLAB LEVEL
ROOF
I . ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM NUMBER OF FASTENERS THAT ARE REQUIRED BY THE
MANUFACTURER FOR AN ULTIMATE WIND SPEED OF 125 MPH. SHINGLE CLA551FICATION F REQUIRED.
2. ROOF VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTUKER'5 INSTRUCTIONS BEFORE
APPLYING SHINGLES. FOR CLOSED VALLEYS, VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING COMPLYING
WITH A5TM DG380 AND NOT LF55 THAN 3G INCHES WIDE, SELF -ADHERING POLYMER MODIFIED BITUMEN
UNDERLAYMENT COMPLYING WITH A5TM D 1 070 SHALL BE PERMITTED IN LIEU OF THE LINING MATERIAL.
3. INSTALL RIDGE VENTS ON ALL RIDGES OVER LIVING SPACE.
4. INSTALL PROPER VENTS IN THE EAVES AND PROVIDE AIR FLOW.
5. PROVIDE ICE * WATER SHIELD AT ALL EAVE LOCATIONS (TO MINIMUM 3' UP EAVE) AS WELL AS IN ALL CRICKET AND
VALLEY LOCATIONS. ICE � WATER SHIELDS SHALL BE PROVIDED WHEREVER ROOF PITCH 15 4 IN 12 OR LESS AND
ON CURVED ROOF.
G. ALL OPEN VENT PIPES THAT EXTEND THROUGH THE ROOF SHALL BE TERMINATED AT LEAST 12 (INCHES) ABOVE
THE ROOF.
7. A DRIP EDGE SHALL BE PROVIDED AT EAVES AND RAKE EDGES OF SHINGLE ROOFS. ADJACENT EDGES OF DRIP
EDGES SHALL BE OVERLAPPED NOT LESS THAN 2". UNDERLAYMENT SHALL BE INSTALLED OVER THE DRIP EDGE
ALONG EAVES AND UNDER THE DRIP EDGE ALONG RAKE EDGES.
8. THE UNDERLAYMENT SHALL BE ATTACHED WITH CORROSION -RESISTANT FASTENERS IN A GRID PATTERN OF 12
INCHES BETWEEN SIDE LAPS WITH A G-INCH SPACING AT THE SIDE LAPS.
9. A MINIMUM 4-INCH WIDE STRIP OF SELF ADHERING POLYMER -MODIFIED BITUMEN MEMBRANE COMPLYING WITH
A5TM D 1070, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER.5 INSTRUCTIONS FOR THE DECK MATERIAL,
SHALL BE APPLIED OVER ALL JOINTS IN THE ROOF DECKING. UNDERLAYMENT SHALL BE APPLIED OVER THE ENTIRE
POOP AND OVER THE 4-INCH WIDE MEMBRANE 5TRIP5.
ReV151onS: I
PROP E5510N& ,�,T�,jMP
tti�� ff: f
,.>>``' c, CO;,t/fir •�
ft/1171111fi111�1���
Project: DA22-05G
Prepared By: RJB
Reviewed By: TAD
Date: July 22, 2022
Structural Plan
Braced Wall Plan
Section View
52.0