HomeMy WebLinkAbout40 Mayflower Ter plan 71 X3 TRI
1 X8 TRI
1 X8 FA`.
SEAMLE
GUTTER
1X8 SO
1 X5,1 X6
W.C. SH
ALL NE)
TYPICAL EAVE
SCALE 1-1/2" = 1'-0"
AT FIRST INTERIOR BAY,
PROVIDE 2X BLOCKING AT
GUARD POSTS; TOE NAIL
WITH 10D COMMON NAILS
TOP & BOTTOM, EACH SIDE
SEE FIGURE 24 FOR
GUARD POST ATTACHMENT
REQUIREMENTS
GUARD POST
CROSS BLOCKED &
THROUGH BOLTED
ASPHALT RIDGE CAP
ROLL VENT
RIDGE BOARD
(STRUCTURAL SI2
MAY VARY)
ASPHALT ROOF
15# FELT PAPER
5/8" CDX PLYWC
RAFTER VENT
2x10 RAFTERS —
RIDGE VENT DETAIL
SCALE 1-1/2" = 1'-0"
2X6 RAIL CAP
4X4 PT POST W/
FIBERGLASS SLEEV
PROVIDE ADJUSTMEI
TURNBUCKLES @ CORNER
CABLES RUN THROU
INTERMEDIATE POST
(2) 1 /2" DIAM. THRU-BOLTS
OUTSIDE JOIST I OPENINGS ASSAGE 0� A� ,
DIAMETER SPHERE
GUARD POST TO JOIST DETAIL
/7 DECK RAILING DETAIL
NOT TO SCALE
Mim
10a
WECOND FLOOR _ —
PROVIDE 2X10 PT LEDGER FASTENED TO
- H GU SI= W/- 2-R8WS-OF- 5/8" -THR-U -BOLTS
0 16" O.C.
METAL FRAMING HANGERS
NEW DECK FRAMING 2X10 PT ® 12" O.C.-
AZEK COASTLINE DECKING
CABLE RAIL
FIRST FLOORfill
13
1A.4
a.4
BASEMENT SLAB — rLy— 11
1.
12"D SONO TUBE W/
28" BIGFOOT FOOTING, TYP
TYPICAL GUARD RAIL DETAIL
PROVIDE RIDGE STRAPS @ EVERY RAFTER
12 16� O C ,y BLOCK FIRST 2 BAYS
3.5 FRS ® T -- T,------------------------------, @ 4'-0" O.0 MAX, TYP.
_ 2X8 CEILING , S ® 16" O.C. ` DORMER BEYOND/BEHIND
c�
w
a
ASPHALT ROOF SHINGLES
15# FELT PAPER
5/8" CDX PLYWOOD
2x10 RAFTERS
SIMPSON H2.5
RAFTER TIE®16"O.C.
1X8 FASC
1 X8 SOFFIT
W/ VENT
1 X1 O FRIEZE BRD.
1 X STRAPPING Cs 16"O.C—
1 /2" GWP. BOARD CEILING
WALL NOTES
R-38 FBGLS INSULATION -
ALL NEW TRIM TO MATCH EXISTING.
(:SHED ROOF
4) SCALE 1-1/2" = 1'-0"
12'-6"
2'-0"
12
3.51
X�
2X8 CEIUNO J71ST5 ® 1
12
—_I---
2X8@16"O.C. CEILING JOISTS
2X10 RAFTER TIES ® 16" O.C., TYP.
ASPI
1X4
1X10
BLOC
111102A
TYP. RAKE DETAIL
(: 1 SCALE 1-1/2" = 1'-0"
t
I t
I t
1
1
li I
SIDING (SEE ELVS.)
1
"TYVEK" HOUSEWRAP
II t
1/2" CDX PLYWOOD
t
2X6 ® 16" O.C.
IIj
R-21 FBGLS INSUL. t
t
t
2 MIL. POLY VAPOR RETARDER t
I 1
� 1
1 /2" GYP. BOARD
t
t
1
I t
!I ILL
2 TYP. EXTERIOR WALL
SCALE 1-1/2" = 1'-0"
y-----------
S EXPANDED ,2
® T2
EXPANDED 0
0, �G-11.2 12 6
3 BEDROOM BEDROOM
o� A. 3 CUT
A- 3 Use every other nail hole °
in a row to provide the °
LENGTH
s s d o.
— + _ — — code-reuire minimum — — — — — — — — SECOND FLOOR m mum
— — — �' END
-- - ---+ ---- --- --
EXI TNG 2X1 F OR A NG �� E*ISITNG 2X10 FLOOR FRAMNG_ '� ;- center -to -center
o.
—LENGTH
i
— — — — — — -- -- — — — — — — — — — — — — — — — — — — — — - - _ - — — _� .— — — — — — — — -r — — — — '
i SISTER fiIEYW '2X6 STUDS TO EXISTING ��,! , ' spacing for nails °•
SISTER NEW 2X6 STUDS TO EXISTING
;. STUDS ALONG ENTIRE BACK WALL. PROVIDE PLATE UPLIFT STRAPS STUDS ALONG ENTIRE BACK WALL. °
INSTALL NEW 3®1 3/4"X11 7/8" LVL - & HEADER UPLIFT STRAPS INSTALL NEW 301 3/4"X11 7 8" LVL o•
HEADER OVER ALL DOORS & WINDOWS N AROUND NEW WINDOW OPENINGS-HEADE'F OVER ALL DOORS & 'WINDOWS
IN BACK WALL, TYP. AS REQUIRED, TYP. IN BACK WALL, TYP.
KITCHEN LIVING LIVING
ALL NEW WALLS SHALL BE SHEATHED� KITCHEN
AREA W/ 4'X8 SHEETS OF 1 /2 PLYWOOD AREA
I ORIENTED VERTICALLY.CLEAR
SPAN
_ _FIRST FLOOR
E
_ EXISITNG FLOOR FRAMING
XISITNG FLOOR FRAMING .
NEW STEEL BEAM j IiE'MM' STEEL. BE WM
NEW SUSPENDED CEILING NEW SUSPENDED CEILING
01 UTILITY °' TV ROOM END
Do STORAGE °° 7"
Provide minimum $ LENGTH
0.
POUR NEW FLOOR "OUR 'N!EW 1 .:,,OR j end distance
BASEMENT SLAB 0.
Equal number of0.
— — — — — — — — - ---- - -- - ---- — — — — — — specified nails
------------- - in each end Simpson Strong -Tie
20'-0" 4'-0"
CS Coiled Strap
24'-0"
25'-10 ----- ._._
25'-0" _ _ -----
3 TYP FLOOR TO FLOOR TIE
BUILDING SECTION
BUIL!DIt%,,J G SE TIOIN
® 24' GABLE ®�
rr
'f%�cts
architects interior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
tel (508) 362 - 8883
(508)760 - 2800
fax (508) 760 - 5800
WWW.ERTARCHITECTS.COM
THE
LE
RESIDENCE
40
MAYFLOWER
TERRACE
SOUTH
YAR M OU TH ,
MA
PROJECT # 410920
2020 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
THESE PLANS ARE NOT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET' OR "CONSTRUCTION SET".
REGISTRATION
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
SCALE: 1 /4"=V-0"
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
A*3
TOTAL NUMBER OF SHEETS
IN SET:
8
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS