HomeMy WebLinkAbout19-E08815'-6 1.12"
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Ek'S i LNG SCRE-N PORCH
SCALE 1/4"= 1°--O" _ _.
CENTER NEW AWNING WINDOW SEE
REVISED SECT -ON
EXISTING TRIM REMOVED.
FRAMING REWORKED TO CLEAR
NEW CEILING
EX€S'TING SCREEN
PORCH REMOVE
EXISTING SLATE
OVERHANG
TRIM & FRAMING
BUTTS NEW ROOF
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FINAL LENGTH IS EXISIT,
FOR RIGID INSULATION 7
t17'-1"
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FINAL LENGTH IS EXISIT,
FOR RIGID INSULATION 7
t17'-1"
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--------------- -'
i
! fe '2)J + STUD
? .. 1 X 11 36"LVL ®16" O.C.
USE HANGERS (NOT SHOWN) 0 HEADER
3'-10 1/2* /, & 0 TAILS
_ G.C. NOTE CAN MOVE SKYLIGHT OFF CENTER
TO ALIGN WITH 16" O.C. JOIST IF CENTERING NOT
Q; E t Al-SAS'F`, ONE JOIST + ONE TAIL EACH SIDE
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Nr Vim' SUNiROOM
SCALE 1/4* = 1'--0*
F r 3 r C,46 M(iUNT IN PAIRS WITH
I ) het: N PAIRS. 12'-1 1/4" R.O. MIN
tiJ END,) VERIFY W/ WINDOWS ORDERED
CONT +;> -3. H'
NEW PAT(-'. L;a ; -NDERS!, v h
xS/6 51i,.
RSEP 11201-; .��
#,4rcMUU I n i
OLDKING'S HIGHWAY
PROVED -!I
_
SFP 1
YARMUU Tr,
OLD KING'S HIGHi'iA.','
RECEIVED
SER 12 zm
TOWN CLERK
SOUTH YARMOUTH, M
9.x10 P, r. CURB F0?
2x2 CHAMFER ALL S'.L `.-
1 -h x 11 W LVL- He
NEW PVC TRIM (3 S' _
+ PVC BED MOLDING
NEW 4'-1" x 2'-1" R.:'. .
W/ (2) 2x6 HEADER
-" STRAPPING + Y ti
UP TO SKYLIGHT. FiNlS's+
N
77 f1M\ 0
a k " i311 ioa �-
)e" 5e�o�ube
R I
E,AqED SECTION
SCALE 1/40 = V-0*
9" x 24„' R1Gh'IGiD ON EXISTING FOUNDATION
SPACE BEAM CUT 2`. TUBE 0 HOUSE AGAINST
EXISTING FO0NDA'IICN FIT RIGID
(2)J + STUD
FACE BEAM CONTINUOUS, NOTCH END 1 h”
FOR SIDE BEAM
SIDE BEAM SAME AS FACE BUT MAYBE NOTCHED 10
CLEAR EXISTING STOOP. HUNG GARAGE END W/HJC
TIMBER HANGER BOLTED TO GARAGE
"^— INFILL FLOOR PER DETAIL
NOTE EVE RETURN AND HIP
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SCALP. 1/10
WALL SECTION
SCALP.. 1/2" = 1--0"
P&M EXISTING SLAT` ALLOWED 3"
FOR FINISH + SETTING BED VERIFY
MINIMUM 5" CONCRETE IN FILL
(2) )r DOWELS INTO WALL 3". (2)
DOWELS
THRU INSULA'00'x INTO BEAM 3"
COMPACTED GRAVEL AS REQUIRED
1 34 x 11 71C LV, RAFTERS 0 '.6" O.C. F 5/e,
STRUCTURAL S,<ATI NG
FACED R39 FIBLRGLASS CATHEDRAL FiEtERGLASS
AIR S*AC'E ABOVE
KEAVN iLUM:NUM DRIP 'EDGE OVER ASPHALT.
MEVEIRANE OWF,R
TAP'ER'ED INSULATION 1 k7" --+ 0 Y;" PER 7001'
(,UP RAFTER & LYt TING FITC:H. li" ROOF PLYWOOD
FITTED TO TCP OF TKAG INSULATION:
INSULA TON ST. BOTH ENDS
SIMFSON' ' i;% k v OR - BOTH ENDS
ASPHAL7 ROCC SHINGLE: OVER ICE/SNOW
PVC PRIM TO V A TCH HOUSE, IOP TRIM WOR.CNC
lt:'I�T. VERIFY !ah,41 HEiG;Hi TG rA.TCH EXISTING
IICiI :. ADD 'JFNTiNG IF REQUIRED
;- ::x3 HEAOER, SPACE 2x3 E:e'L'' i i 16" G.C..
N!is;l ATE C@NT-'r;. IAO -c MULLICF{ ,;ACK 0 CENTER
r'Vt', FR:_E;'.L MATCH Ek1�3T;NG, 1x IRW AS REQUIRED
1 .� WINDOWS
RABBIT RI -31D BOARD OVER EXISTING SLATE
ASSUMED zt1". MINIMUM INSULA" ION SL ATE. -->BEAM '1"
CRADE BEAM 5 I'4' x 11 Y4" P.T. POWER BEAM
FLUSH WITH TOE' OF EXISTING 'rLilt?7
42" x W THREADED PO-:
3x3 WASHER/NUT BOTH ENDS
2" X 24" Rlv RIGID 3N EXiSTiNG FOUNDATION
SPACE BEAM CUT 20. TUBE 0 HOUSE AGAINST
EXISTING FOUNDATIC)N FIT RIGID
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--------------
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I
i
C
j
--------------- -'
i
! fe '2)J + STUD
? .. 1 X 11 36"LVL ®16" O.C.
USE HANGERS (NOT SHOWN) 0 HEADER
3'-10 1/2* /, & 0 TAILS
_ G.C. NOTE CAN MOVE SKYLIGHT OFF CENTER
TO ALIGN WITH 16" O.C. JOIST IF CENTERING NOT
Q; E t Al-SAS'F`, ONE JOIST + ONE TAIL EACH SIDE
JI
r
---------------r --
x
- III I �
I !
4
Nr Vim' SUNiROOM
SCALE 1/4* = 1'--0*
F r 3 r C,46 M(iUNT IN PAIRS WITH
I ) het: N PAIRS. 12'-1 1/4" R.O. MIN
tiJ END,) VERIFY W/ WINDOWS ORDERED
CONT +;> -3. H'
NEW PAT(-'. L;a ; -NDERS!, v h
xS/6 51i,.
RSEP 11201-; .��
#,4rcMUU I n i
OLDKING'S HIGHWAY
PROVED -!I
_
SFP 1
YARMUU Tr,
OLD KING'S HIGHi'iA.','
RECEIVED
SER 12 zm
TOWN CLERK
SOUTH YARMOUTH, M
9.x10 P, r. CURB F0?
2x2 CHAMFER ALL S'.L `.-
1 -h x 11 W LVL- He
NEW PVC TRIM (3 S' _
+ PVC BED MOLDING
NEW 4'-1" x 2'-1" R.:'. .
W/ (2) 2x6 HEADER
-" STRAPPING + Y ti
UP TO SKYLIGHT. FiNlS's+
N
77 f1M\ 0
a k " i311 ioa �-
)e" 5e�o�ube
R I
E,AqED SECTION
SCALE 1/40 = V-0*
9" x 24„' R1Gh'IGiD ON EXISTING FOUNDATION
SPACE BEAM CUT 2`. TUBE 0 HOUSE AGAINST
EXISTING FO0NDA'IICN FIT RIGID
(2)J + STUD
FACE BEAM CONTINUOUS, NOTCH END 1 h”
FOR SIDE BEAM
SIDE BEAM SAME AS FACE BUT MAYBE NOTCHED 10
CLEAR EXISTING STOOP. HUNG GARAGE END W/HJC
TIMBER HANGER BOLTED TO GARAGE
"^— INFILL FLOOR PER DETAIL
NOTE EVE RETURN AND HIP
z I
i I
yx
tl k
SCALP. 1/10
WALL SECTION
SCALP.. 1/2" = 1--0"
P&M EXISTING SLAT` ALLOWED 3"
FOR FINISH + SETTING BED VERIFY
MINIMUM 5" CONCRETE IN FILL
(2) )r DOWELS INTO WALL 3". (2)
DOWELS
THRU INSULA'00'x INTO BEAM 3"
COMPACTED GRAVEL AS REQUIRED
1 34 x 11 71C LV, RAFTERS 0 '.6" O.C. F 5/e,
STRUCTURAL S,<ATI NG
FACED R39 FIBLRGLASS CATHEDRAL FiEtERGLASS
AIR S*AC'E ABOVE
KEAVN iLUM:NUM DRIP 'EDGE OVER ASPHALT.
MEVEIRANE OWF,R
TAP'ER'ED INSULATION 1 k7" --+ 0 Y;" PER 7001'
(,UP RAFTER & LYt TING FITC:H. li" ROOF PLYWOOD
FITTED TO TCP OF TKAG INSULATION:
INSULA TON ST. BOTH ENDS
SIMFSON' ' i;% k v OR - BOTH ENDS
ASPHAL7 ROCC SHINGLE: OVER ICE/SNOW
PVC PRIM TO V A TCH HOUSE, IOP TRIM WOR.CNC
lt:'I�T. VERIFY !ah,41 HEiG;Hi TG rA.TCH EXISTING
IICiI :. ADD 'JFNTiNG IF REQUIRED
;- ::x3 HEAOER, SPACE 2x3 E:e'L'' i i 16" G.C..
N!is;l ATE C@NT-'r;. IAO -c MULLICF{ ,;ACK 0 CENTER
r'Vt', FR:_E;'.L MATCH Ek1�3T;NG, 1x IRW AS REQUIRED
1 .� WINDOWS
RABBIT RI -31D BOARD OVER EXISTING SLATE
ASSUMED zt1". MINIMUM INSULA" ION SL ATE. -->BEAM '1"
CRADE BEAM 5 I'4' x 11 Y4" P.T. POWER BEAM
FLUSH WITH TOE' OF EXISTING 'rLilt?7
42" x W THREADED PO-:
3x3 WASHER/NUT BOTH ENDS
2" X 24" Rlv RIGID 3N EXiSTiNG FOUNDATION
SPACE BEAM CUT 20. TUBE 0 HOUSE AGAINST
EXISTING FOUNDATIC)N FIT RIGID
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F-- :E Lo
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(<L-'
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_y T S
W 1^ Of
iOyO<
Lu
DE Z :�
:D — F
(D�-
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U<h,
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