HomeMy WebLinkAbout2014 May 06 - Sign Off Transmittal Sheet, Plans - AdditionI
3. ALL WORK SHALL CONFORM TO
THE COMMONWEALTH OF MASSACHUSETTS STA"' E BUILDINZ= BODE,
THE REQUIREMENTS OF THE TOWN OFYARMOUTH AND OTHER APPLICABLE
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1 14'
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34' CL
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DOOR SCHEDULE
NUMBER
NUMBER
LABEL QTY
FLOOR
IDESCRIPTION
CODE
D01
D03
2668
2668
6
#
1
1 _.
EXISTING
RIMOSE HALL C.�: 5� �- DOOi;
R.O. 32 1/7" X$0 1/2"
D04
2868
1
1
2-8 X 6-6 6 PANEL PINE POCKET DOOR
R.O. 61" X 83"
D05
3068
1
1
EXISTING FRONT DOOR
1
D06
5068
1
1
4-0 X 6-6 PINE LOUVER/PANEL BIFOLD
R.O. >50 1/2" X 80 1/2"
D07
5068
2
1
5-0 X 6-6 PINE LOUVER -PANEL BIFOLD
R.O 62 1/2" X 80 1/2"
D08
6068
1
1
E"'KISTING SLIDER
12846DH
1 14'
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II 3,
34' CL
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WINDOW SCHEDULE
NUMBER
I LABEL
QTY
FLOOR
DESCRIPTION CODE MANUFACTURER
WO#
12610HO
2
0
EXISTING
W02 - -
2840DH
4
1
EXISTING
W03
1601 OHO
2
0
VENT ,
W04
71046DH
1
1
EXISTING
W07
2846DH
3
1
TW2442 DH EGRESS R.0.2'-6 1 11 /8" X 4,-4 7/8" ANDERSEN 400 SERIES
W08
2824AW
3
1
CX125 AWNING R.O. 2'-8" X 2'-4 7/8" ANDERSEN 400 SERIES
W09
121068FX
10
1
SCREEN
W10
12846DH
2
1
EXISTING
1 14'
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Kog E09 K091
II 3,
34' CL
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WINDOW SCHEDULE
NUMBER LABEL IQTY IFLOOR IDESCRIPTION I
W01 26101-10 1 2 10 JEXISTING
W03 16010HO 2 0 fVENT I
— — — — — -- -- ----- ---_-
(B)>A�. -
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i NOTE. NEW 8 ,GONG. SHORT WALL FND.
FLUSH WITH TOP OFLo
EXISTING FND.
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PIN NEW SHORT. WALL TO EXISTING
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FND. WITH #5 REBAR
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SLAB TO BOTTOM OF JSTS.`. T-5"
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L V EXISTING FHA
ENT ( I
I FURNACE
I' I CRAWL SPACE -
TO CENTER QF PIERS ONLY
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00 12 B)GFOOT PIERS'co
MIN 4 BELOW GRADE
To BorroM
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EXISTING 2 X 10 JSTS. Hw I
16 OG I I
EXISTING FULL BASEMENT W
I i 2' GONG. I REMOVE EXIST. BASEMENT WND.
:
t!�om..
DUST CAP ENLARGE OPENING TO 30" WIDE X 24" HIGH I ( F- H
FOR ACCESS TO NEW CRAWL SPACE.
TO CENTER OF PIERS ONLY _ BUILD AND INSTALL HINGED PLYWOOD PANEL
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FND. WITH #5 REBAR Q I
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VENT
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30-80?
s" JOG ;
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NOTE. INSTALL EPDM RUBBER MEMBRANE ,L I
FOR EXTERIOR PERIMETER OF SHORT WALL.A__ I
FOUNDATION BELOW GRADE TO 3 . 3 ;
TOP of FOOTING.
:- FOUNDATION/PIER ,
PLAN FOR NEW ADDITION I
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i NOTE. NEW 8 ,GONG. SHORT WALL FND.
FLUSH WITH TOP OFLo
EXISTING FND.
N d-
PIN NEW SHORT. WALL TO EXISTING
hi
FND. WITH #5 REBAR
j
dwo,
,
i
SLAB TO BOTTOM OF JSTS.`. T-5"
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r — _... ...".. —. EXIST. 8 CONC: FND- WALL
L V EXISTING FHA
ENT ( I
I FURNACE
I' I CRAWL SPACE -
TO CENTER QF PIERS ONLY
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00 12 B)GFOOT PIERS'co
MIN 4 BELOW GRADE
To BorroM
I
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EXISTING 2 X 10 JSTS. Hw I
16 OG I I
EXISTING FULL BASEMENT W
I i 2' GONG. I REMOVE EXIST. BASEMENT WND.
:
t!�om..
DUST CAP ENLARGE OPENING TO 30" WIDE X 24" HIGH I ( F- H
FOR ACCESS TO NEW CRAWL SPACE.
TO CENTER OF PIERS ONLY _ BUILD AND INSTALL HINGED PLYWOOD PANEL
I IcoI
a
H I;
I I I I PIN NEW SHORT WALL TO EXISTING
FND. WITH #5 REBAR Q I
1I I
VENT
L-- —.......— ... -----' -
e
w s
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1�--
30-80?
s" JOG ;
o Co
0o
NOTE. INSTALL EPDM RUBBER MEMBRANE ,L I
FOR EXTERIOR PERIMETER OF SHORT WALL.A__ I
FOUNDATION BELOW GRADE TO 3 . 3 ;
TOP of FOOTING.
:- FOUNDATION/PIER ,
PLAN FOR NEW ADDITION I
< ry
SCALE 1/4
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-- - - - - .. — - - - - -
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T I P I ;
'NOTE. INSTALL ALL S M SON H2.5A HURRICANE <
I CLIPS ON ALL RAFT R/TOP PLATE Q� f
,
I ,
!CONNECTIONS.
SHINGLE VENT II SOLED
VINYL RIDGE VENT. ;
ASPHALT SHINGLES, STORM NAILED(S NAILS PER i
SHINGLE), 2 X 12 RIDGE
I OVER 15L6 FELT AND 1/2 OSB ZIP SYSTEM :
i
SHEATHING. O �--
ICE AND WATER MEMBRANE IN ALL VALLEYS,I
=2 X 471ES UNDER RIDGE
AND TON ENTIRE PERIMETER EDGE, AND 6' RAFTER EA HW � �
i ALONG ALL RAKE EDGES. 16" OC
G 2 X 12 RAFTERS
NOTE. BALOON FRAME GABLE WALL
0 O
! 'V
II
: GUTTERS (ALUM. MIN. ,032)
I
2xis O� N
G LER TIES
AT EACH RAFTER
14-38 WITH PROPA VENT FRAMING ABOVE FLOOR LEVEL r
Q
AT RAFTERS STREP SOFFIT VENT WITH ;
AS PER SECTION A
R-21 WITH 4 MIL WIND WASH HARRIER IN �✓ !
„ POLY VAPOR BARRIER_ -BLUE BD. AND PLASTER EACH NEW RAFTER BAY I
8 _ � f ;
WALLS AND CEILINGS
I
#1 CLEAR WC SHINGLES _� I
1
r OVER AMOWRAP OVER 1/2 OSB
FRAMEi7 WALL HT. ZIP SYSTEM SHEATHING. y
TO MATCH EXISTING 3/4" ADVANTEC T & G I I
(7 8 +) SUB FLOOR OR EQUAL. �_ 4 _ _ ... — —
(SCREWED AND ADHESIVED AS
2 X6 WALL FRAME
:PER MANUFACTURERS SPEC ,
I
#6 OC WITH DBL. PLATE '
3I2 X 10 GI JST.)
�t
2 X 10 BAND JST. ;
-
s" CONCRETE FOUNDATION WALL 6X 6 PT POSTS €
MIN. 4' TO BOTTOM OF FOOTING. WITH SIMPSON
INSTALL P T ABU66
N TALL E DM ELOS OMERIC MEMBRANE ON a
2 X6 PT „ILL 312 X 10 GIRDER R-38 POST BASE WITH
2 X 10 JSTS_ EXTERIOR FND.' WALL PERIMETER BELOW
I WITH SOLID , 1
Z'CLEAR ,, 16" OC 5/8 DIA. X 12 GRADE TO TOP OF FOOTING FOR ,
(2) #5 REBAR 2 CLEAR BLOCKING OVER
WATERPROOFING. ANCHOR BOLT w I
1 2 X 10 PT JSTS AND
; AC66 GAP
„ �,.•)
r 16 OC IN FLR. AREA AT GIRDER. i f
F�I
-�"'- OVER PIERS ONLY
W `
;
2 CONCRETE DUST CAP
a^
12 COI..,RETE BIGFO T PI
OVER VAPOP BARRIER L ERS F--i
I KEYED CONC. FOOTING ,. „ � I
INSTALL 2 X 3/4 PT STRIPS MIN 4' TO BOTTOM BELOW GRADE
CRAWL SPACE ONLY F I i•„i �
LUSH WITH BOTTOM EDGE
OF PT JSTS. INSTALL 1/2 PT PLY w
OVER SAME FROM THE TOP L".4
TIGHT TO SIDES OF JST: !
�„..{
INSTALL R-38 HIGH DENSITY IN
i S SUL
p ^ F
- I � IN EACH FLR. JST,BAY FROM TOP.:
SECTION A A SECTION S
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RTO CONFIRM ROOF PITCH
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I PROPOSED ADDITION
PROPOSED ADDITION t
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FRONT ELEVATION
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LEFT SIDE ELEVATION Z i
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REAR ELEVATION PROPOSED ADDITON
SCALE 1/8"=1' I i
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13' 7-5
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BATH DINING
EXISTING SO RM.
GARAGE
ao CLOS. CLOS.
CLOS. lT•Tx23-a" ; i Y/� I i
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BATH
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18'-S 1/2"
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EXISTING ECRM.
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SHEET
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IIb 47'-2"
$ j I
LIVING AREA
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PROPOSED ADDITION t
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FRONT ELEVATION
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SCALE 1/8"=1'
LEFT SIDE ELEVATION Z i
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SCALE 1/8"=l'
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REAR ELEVATION PROPOSED ADDITON
SCALE 1/8"=1' I i
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14 1 i
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PORCH" I y
—'J'j '
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13' 7-5
i o KITCHEN I '
BATH DINING
EXISTING SO RM.
GARAGE
ao CLOS. CLOS.
CLOS. lT•Tx23-a" ; i Y/� I i
N
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BATH
t
18'-S 1/2"
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a LIVING
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EXISTING ECRM.
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CLIDS.-
SHEET
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IIb 47'-2"
$ j I
LIVING AREA
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