HomeMy WebLinkAboutDecision 3856 - Second Floor Plan and Framing PlansHEAD OFF
t CREATE
EXI5TIN
ROOF FRAMING
ALL POSTS IN EXTERIOR WALLS SHALL BE
SOLID 4X9 UNLESS OTHERWISE NOTED.
ALL POSTS IN INTERIOR WALLS SHALL BE
SOLID 4X4 UNLESS OTHERWISE NOTED.
ALL EXTERIOR DOOR t WINDOW HEADERS SHALL
BE 282X10 W/ 1/2' CDX FLITCH PLATE UNLESS
OTHERWISE NOTED.
TYPICAL LVL/GLULAM BOLTING/NAILING
MULTI 1 3/4" BEAMS
2'
2 PIECES 0-4' 2 ROWS OF ILD NAILS • 12' O.C.
-- -- 2.
3 PIECES
2 PIECES
2 ROWS OF 1/2' DIAM BOLTS • 12' O.C.
MULTI 3 1/2" BEAMS
'4' 2 ROWS OF 1/2' CAM BOLTS • 12' O.C.
_SL RIM BOARD
For information on lateral
load capacities refer to
current TimberStrand LSL
rim board literature
13/4" Microllam LVL may also
be used as rim board
TYPICAL DETAIL ® EXTERIOR WAIi-S
'OOP WILL BE
2 AND LAYED ON
W/ 1X8 NAILER.
W ROOF FRAME
OPENING FOR
CHIMNEYS.
R RAFTERS ON
EXISTING ROOF
ER WALL, FAKE
2 EXISTING ROOF
0
EXISTING BRICK WALL
TO BE USED FOR
BEARING
N
I
M
a
I
r
9 i/�! LVL S}-� 11
DORMER THROUGH
X III \ p
ON AREA
SECOND FLOOR FRAMING
Load bearing or shear wall above
(must stack over wall below)
king panel
Web stiffeners required
each side at B1 W
TYPICAL DETAIL ® LOAD
BEARING WALLS
"
Microllam LVL, Pcrcticm PSL
LSL
ricnge
er
mount
er
Web stiffeners are required
if the sides of the hanger do
not laterally support the TJ'
joist top flange and per current
Trus Joist MacMillcn lite-cture
TYPICAL DETAIL OF FLUSH FRAME
AT MICROLLAM
`v -
M
m
I
�n
b
i
2042
-----------
°v
OUTLINE
WALL BE
FAKE DORMER OVER
EXISTING ROOF
BEDROOM #3
N
v
v
N
V ADJUST WALL L<
AS NECESSARY Tf
C4 CLEARANCES TO
ENSURE 4'-8"
MIN. FINISH H.H -
° BOT OF STAIR
v ALIGN WALL W/
v WALL BELOW
OPEN RAIL —
HALL
N
CHASE FOR
EXSITING CHIMNEY
N
v
v �
� T
ADJUST WALL
AS NECE55ARY
L^ CLEARANCES
-1
J
0
FAKE DORMER OVER
- EXISTING ROOF
HIM
J
i N
I
I
n
I v
i ry
3" BEDROOM #,q
I
' N
n PAD WALL TO GET
I 2'-2' INSIDE FRAME-
DIMENSION
RAME-DIMENSION INSIDE
O CLOSET
I i
Backer block: Install tight to top flange (tight
to bottom flange with face mount hangers). Attach
with 10-10d (3') box nails, clinched when possible.
Filler block: Nail with 10-10d (3")
box nails, clinched when possible.
Use 10-16d (3 1/2") box nails from
each side with TJI Pro 550 joists.
With top flange hangers, backer
block required only when hanger
load exceeds 250 pounds
TYPICAL DETAIL ® INTERSECTION OF
DOUBLE MEMBERS
SEAT
2042
20A2
m m
I ,
3'-1 1/2" 3'-4 I/2" 3'-4 1/2' 3'-1 1/2'
V-5 1/4"
O
iv
NOTES:
ALL WALLS SHALL BE 2X4
• IL' O.C. UNLESS OTHERWISE NOTED,
CONTRACTOR SHALL REUSE EXISTING WINDOWS SCHEDULED
TO BE REMOVED WHENEVER POSSIBLE.
CONTRACTOR SHALL ENSURE T -O' MINIMUM HEAD HEIGHT FOR
FULL WIDTH OF HALL BELOW STAIR,
UCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION
N FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
WALL PLASTER BOARD/FINISH.
CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL
EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION
AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
NECESSARY TO INSURE SUCH PROTECTION.
CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER
OF ANY OESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/
SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL
INTEGRITY OF EXISTING HOUSE.
CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS
WORK PROGRESSES.
HATCHED AREAS INDICATE EXISTING CONDITIONS.
DASHED LINES INDICATED EXISTING CONDITIONS TO BE REMOVED/ALTERED.
E R TARCHITECTS, INC.
PO BOX 343
YARMOUTHPORT, MA 02675
MOAX (508) 582-8885
ADDITIONS & RENOVATIONS FOR -
MR. &MRS TIM O'SHEA
#46 OFF RIVER STREET
SOUTH YARMOUTH, MA
THESE PLANS SHALL NOT BE USED FOR PEBMfMG
OR CONSTRUCTION PURPOSES UNLESS STAWED
& SIGNED 111tH ORIGINAL ARCRITfx4S SfANP
& SIGNATORB
DATE ISSUED:
REVISIONS:
PERMIT SET
PROGRESS SET
PRICING SET
PROGRESS SET
REGISTRATION
SCALE: 1/4 -1'-0'
0 1 2 4 8
SHEET NO.
ARCHITECTURAL
A-3.0
SECOND FLOOR PLAN &
FRAMING PLANS
TOTAL NUMBER OF SHEETS
IN SET.
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS