HomeMy WebLinkAbout40 Mayflower Ter plan 4T'-_-L--f'•1--__ J L 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 0 EXTERIOR WALLS
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 1 0-1 6d (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
Microllam LVL, Parallam PSL
-- r:..,,.,..,-,rc4--- A LSL
p flange
nger
ce mount
anger
Web stiffeners are required
if the sides of the hanger do
not laterally support the TJI
joist top flange and per current
Trus Joist MacMillan literature
TYPICAL DETAIL OF FLUSH FRAME
AT MICROLLAM
Load bearing or shear wall above
(must stack over wall below)
Blocking panel
Web stiffeners required
each side at B1 W
TYPICAL DETAIL ® LOAD
BEARING WALLS
TYPICAL LVL/GLULAM BOLTING/NAILING
MULTI 1 3/4" BEAMS
2"
2 PIECES D-4" 2 ROWS OF 16D NAILS 0 12" O.C.
2"
3 PIECES D-4" 2 ROWS OF 1/2" DIAM BOLTS ® 12" O.C.
A B
4'-6' 6 -6 1 2' 6- 6 1 2 6 -6 1 2" 6 -6 1 2 6 -6 1 2" 6 -6 1 2
.4—.— .—.—.—.
6'-0" '
3'-8" 7'-6" 12"D SONO TUBE W/
0 28" BIGFOOT FOOTING, TYP
I NEW DECK FRAMING 2X10 PT @ 12" O.C.
PROVIDE 2X10 PT LEDGER FASTENED TO
HOUSE W/'2 ROWS OF 5_/8" THRU BOLTS
B6 Q
00 EGRESS METAL FRAMING HANGERS
d AREAWAY
4X4X, 25 TS COL 4X4X.25 TS COL 4X4X.25 TS COL
4 3@ 1 3 //4"X 11 7/8" LVL 4X4 5 TS CO
HEAIJER OVER DOOR
GAS 15'-7 1 4"+ - I 2' 4"+ -
METER + CUT BACK EXI ING CMU WALL
�n
RELOCATE EXISTING '0) 17 17
SEPTIC LINE
A 5 A.5
PAD TOP OF BEAM,
1� �{�� - ~`�`,,---- ----, O UNDERSIDE
OF EXXISITNG GIRT
A.4 '
4X.25 TS COL 4X4X. T COL i� I N W W8X3 OR W1OX30 DROPPEq BEAM ;`% 4X4X.25 TS COL
1 ,
SP CE i SPLI E i 4X4k.25 TS COL
----- 0" : `. 3'-3E}"- --- RELOCATE HVAC
% -- ---'' VENTS
16'-9 1 2"+ -
I
1 ,
EW COL. & PA RELOCATE EXISTING
BELOW POST ABOVE. --- ----I I SEPTIC LINE
ELECT. FIELD DETERMINE
METER FINAL LOCATION ,------ -----
POUR NEW CONCRETE FLOOR
------ OVER EXISTING TO WHATEVER
THICKNESS COVERS EXISTING.
ADJUST STAIR RISERS
RELOCATE
t-WATER METER
RELOCATE ELECTRICAL PANEL
4X4X.25 TS COL
FOUNDATION PLAN
ALL NEW PERIMETER INTERIOR WALL SHALL BE LOCATED 1" AWAY
FROM CLOSEST CONCRETE WALL. ALLOW FOR JOGS IN WALLS
PROVIDE 3" OF CLOSED CELL SPRAY FOAM INSULATION AROUND ALL PERIMETER WALLS
ADJUST ALL DIMENSIONS AS NECESSARY.
16 COMPLETLEY WRAP ALL BEAMS
PENETRATING EXTERIOR WALL W/
A. 1 & W BARRIER. BOOT ON TO EXTERIOR WALL
6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 4'-9 1 4"
2@2X8 PT 2®2X8 PT
ill
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SECOND FLOOR FRAMING A
NOTE:
FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL A
LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE.
ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO
THE ATTENTION OF THE ARCHITECT, BECOME THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
COL
3
BASEMENT PLAN
REMOVE EXISTING INTERIOR CONCRETE WALL.
DIG OUT FILL AND POUR NEW SLAB TO MATCH EXISTING.
ALL NEW PERIMETER INTERIOR WALL SHALL BE LOCATED 1" AWAY
FROM CLOSEST CONCRETE WALL. ALLOW FOR JOGS IN WALLS 6'-0"
ADJUST ALL DIMENSIONS AS NECESSARY.
� Y
C
NEW CABLE RAIL SYSTEM, ITYP.
A 11 A"Ennr� nrn,lz
rV.rijrt,r\
A7FI< r'OACTl INF f1F(KINI:
- c
c
W6X25 OVER EACH SLIDER. W6X25 OVER EACH SLIDER.
PROVIDE 4X4X.25 TS COLUMN PDMADE AVAV.0r, TC (-OI IIAAt\l
_. .-.. ......__.. AT EACI11 END BEAR TO TVOI/'`AI -.._ AT L %'I I r'AI(\ AI'1JT/l TVI"ll /'+AI
_ VI I-uvv. r�l I V 1-7 r ll.,nL /1 r r-AVn END. BEhR I V 11 r-I FiL
11'-7 3 /4" BASE PLATE ON FDN. SEE DETAIL LASE PI ATE ON FDN, SFF DFTAII
PACK WEBS AV SOLID PACK WEBS W/ SOLID
�;4X.2 TS COL I T ^^ 2X BLOCKING, TYP, 2X BLOCKING, TYP. I
�+n�t�.�51 TS t,vL 4X4X.25 IS COL
W6X25 OVER EACH SLIDER. 4X4X.25 TS COL 4X4X.25 TS COL
PROVIDE 4X4X.25 TS COLUMN
AT EACH END, BEAR TO TYPICAL
BASE PLATE ON FDN. SEE DETAIL
PACK WEBS W_/ SOLID
2X BLOCKING, TYP. WG` SHELVES PAD WALLHEAD ORUTTO BURY
5D68 W EXISTING
`) LINEN INEEXI T LIVING
LAYOUT AREA
NEW °
2s
MASTER s$
BEDROOM 2668
-2668 \\---
BENCH
GLASS
MASTER ENCLOSURE
MASTER
'`.
r CLOSET
I BATH SHOWER
0
0
EX.
FOYER
Ift
6'-5 3/4"__�
FIRST FLOOR PLAN
REMOVE
WALLS
EXISTING NEW
DINING KITCHEN
r
arch�LMt5
q6 weff eray"wI
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
L E
RESIDENCE
40
MAYFLOWER
TERRACE
SOUTH
YAR M OU TH,
MA
PROJECT # 410920
O2020 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:
b 9
PROJECT TRUE
SCALE: 1 /4"=V-O"
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
A*O
TOTAL NUMBER OF SHEETS
IN SET`
8
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS