HomeMy WebLinkAboutBLD-16-4465I I �
AREA CALCULATIONS WITHIN 50' BUFFER ZONE
LOCUS
Q
\
TOTAL PRO
LEWIS BAY
0I
LOCATION MAP SCALE: 1 "=2000'
MARIA TROZZI,TRUSTEE
DB 18142 PG 69
MAP ;6 PCL. 51
GENERAL NOTES:
OWNER OF RECORD:
ALI R. & ELAINE R. BIGDELIAZARI
18 JUNIPER ROAD
T
JANET A. DURKIN, TUSTEE
MEDWAY, MA 02053
lMICHAEL J DURKIN, TRUSTEE
REFERENCES:
/
' 1 DB 27124 PG 232
DEED BOOK 28486 PAGE 345
HEDGE MAP 16 PCL. 50
LAND COURT PLAN 12442
10 1
�a
LAND COURT PLAN #18145
PLAN BOOK 60 PAGL 141
'
/ S 7g.3�
x / 1 20" E 346
1
ASSESSORS MAP 16 PARCEL 52
71,
1 x
FLOOD ZONES: AE (EL11) VE (EL13)
((� 7
VERTICAL DATUM: NAVD 1988
\
`M
ZONING DISTRICT: R-25
/ / PROPOSED DRIVEWAY
�`
/
LOT AREA: 25,000 S.F.
I / EXTENSION TO BE ,7
FRONTAGE: 150'
AREA ` / STONE OR SHELL 1 pp' BZ
i 1
SETBACKS: FRONT: 30'
_ � �I
CONSTRUCTION PROPOSED 2ND
58,072± S.F. \ / i--
SIDE: 15'
� !i
STORY DECK 11
(1.33± AC.) � -� i �I SACH
REAR: 20'
\ AREA
g, `BCH ARS
PROPOSEDPATIOSDRY
DLAID
FENCE LINE
IO TBEv
E
/ i I^' PROPOS D 5'X5' POOL (TYPICAL)
/ PROPOSEDI �, PROPOSED
/ << COVERED GARAGE MACHINERY ENCLOSURE �c
THE SEPTIC SYSTEM SHOWN ON THIS
PORCH I UNDER 2ND STORY DECK
PLAN IS AN APPROXIMATE LOCATION
i "D" BO
CONTRACTOR TO VERIFY LOCATION OF
I 10
EXISTING SEPTIC SYSTEM COMPONENTS
PROP. 5� 82
AND SEPTIC LINE AND RELOCATE AS
ADD.
\
NEEDED TO COMPLY WITH BOARD OF
24
PROPOSED 2ND N
HEALTH REGULATIONS
/ STORY DECK OVER / SEPTIC TANK
/ PROPOSED J
THE LAWN IN THE MITIGATION AREA IS
\ / 1ST FLOOR ADDITION
RUNOFF TO DRAIN POOL PROPOSED 6' STAMPED ^
TO BE SCRAPED A.ND THE AREA IS TO
i
-'-�_ INTO DRYWELL _ CONCRETE APRON
BE PLANTED WITH NEW ENGLAND COASTAL
1 PRO 1 AROUND POOL
SALT TOLERANT GRASS MIX
---__ P� PATO 24. J r BRIAN E. &JENNIFER A.
f20, a GALLAGHER
WIDE
ROOF RUNOFF TO BE DIRECTED TO
wAY'-WLR
EXISTING TRANS 3 SECTION OF CERTIFICATE #204949
DRY WELLS OR STONE TRANCHES ALONG
1 PpoEj
r DWELLING PROPOSED N 10.3' EXISTING TRANS 4 ^ MAP 16 PCL. 49
tl 1� HOUSE TO 0 10.6' }
DRIP LINE
I N 80.17'50" W FLAGPOLE #188 ADDITION
TOF=10.7't TOF=11 t N ��` BE REMOVED %
EXISTING BRICK PATIO TO BE REPAIRED
100.0c), /TRANS 1 `
TRANS 2 �— _ L . %, 1 .1� 10
}_9.6' • 9.8' I PROPOSED
_ ^°
r, Imo' 8 7.7'
BRICK PATIO ��
rn N o �_ I �(
AS NECESSARY POST CONSTRUCTION
AREA CALCULATIONS WITHIN 50' BUFFER ZONE
EXISTING DWELLING 1,945± S.F.
PROPOSED DWELLING 2,588± S.F.
EXISTING PATIO 708± S.F.
PROPOSED PATIOS POOL AREA 1,650± S.F.
TOTAL EXISTING DWELLING/PATIO 2,653± S.F.
POSED DWELLING/PATIO/POOL AREA 4,345± S.F.
FILE=15143.DWG
PLAN OF LAND IN
WEST YARMOUTH, MA
188 BERRY AVENUE
Lir PREPARED FOR:
ALI & ELAINE B I G D ELIAZAR
SCALE: 1 " 30' DECEMBER 21, 2015
GRAPHIC SCALE IN FEET
30' 15' 0' 30' 60'
DEMAREST LAND SURVEYING
338 MAYFAIR ROAD
SOUTH DENNIS, MA 02660
508-364-9049
TOTAL PRO
FILE=15143.DWG
PLAN OF LAND IN
WEST YARMOUTH, MA
188 BERRY AVENUE
Lir PREPARED FOR:
ALI & ELAINE B I G D ELIAZAR
SCALE: 1 " 30' DECEMBER 21, 2015
GRAPHIC SCALE IN FEET
30' 15' 0' 30' 60'
DEMAREST LAND SURVEYING
338 MAYFAIR ROAD
SOUTH DENNIS, MA 02660
508-364-9049
ASPHALT TIMBERLINE or EQUAL
ARCHITECTS GRADE SHINGLES
TO SELECTED COLOR (TYP.).
existing plate ht.
ALUMINUM 5EAMLE55 GUTERS
ON I x FASCIA * 50FFIT TO MATCH EXISTING
WHITE CEDAR SHINGLES —
@ 5" EXPOSURE
DOUBLE -HUNG WINDOWS -
W/ I x4 CASING
existing second floor
existing first floor
existing plate ht.
ALUMINUM SES
ON I x FASCIA
ASPH
ARCH
TO SE
existing second
CUSTOM 5TRUC
WHI_
@5
existing first floc
WIN
OMNI
MEN ONE m on on
MEN 0 011,
Joni MMI11MM111[,n1 I
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12
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TW2632 (2)TW2632F1 - - - - - -
—
--------
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I I x 10 SKIRT BOARD - TYP. TT EXIST. DOOR/5.L.
9'x 8' O.H. GARAGE DOOR 9'x 8' O.H. GARAGE DOOR 9'x 8' O.H. GARAGE DOOR i 9' x 8' O. I. GARAGE DOOR EXIST. COVERED PORCH
j I
PROPOSED ADDITION I i EXISTING HOUSE
---- — ------------------------------ —r— --- --� ��—�--------------------------------------------�
I
I I I proposed
1------------------
_____________L----------------- -
------------ NORTH ELEVATION
0
1/411 = 1'-011
existing plate ht.
— WHITE CEDAR SHINGLES
co
@ 5" EXPOSURE
existing second floor
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SHINGLE FLAIR/ BAND
I x 10 TRIM BD. ON 2x 10 BLOCK
+
ALIGN BOTTOM W/ T.O. WND. CASING
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existing first floor
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— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- _j
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proposed L--------------
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-- ------ — — WEST ELEVATION
1/411 = 1'-011
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DATE: 12 / 16 / 2015
SCALE: AS NOTED
JAN 2 2 2016
DRAWING #:
HEALTH DEPT.
A InOrom
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
existing plE
WHITE CED/
@ 5" EXPO
ALUMINUM E
AROUND DEC
existing se
4xG PO!
CASED
AND. SLI
W/ I x4 C
existing firE
L-A -) I I I \1 V I P I I V
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PROPOSED ADDITION
- - - - - - - - L -1 LT ----------------- L -I
- - - - - - - - - - - - - T -T - - - L I F- T - - - - - - - -F --I - - - --F --1 - - - - - - - - -T - - - - - - - - - - - - - - - - - - - - - -
- - - !
- - - - - - - - - - - - - - - L -----------------------1---------------- -----------
proposed
SOUTH ELEVATION
1/411 = 11-011
)r EQUAL
IINGLES
TYP.)
isting plate ht.
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I x 10 AZAr, RAKE BOARD WITH
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EXIST. WINDOWS
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EXISTING HOUSE
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existing
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SMART VENT
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SMART VENT
SMART VENT
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PROPOSED ADDITION
I PROPOSED ADDITION 1
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— — — — — — — — — — — — — — — —
�--- -- -- -- --
- - - - - - - - - - - - - - - - - - - - - - - - - --
I I I I I - - - -
7 7
I I - - - - I I I - - -
-- -- --
DATE:
12/16/2015
--------------J
proposed
SCALE:
AS NOTED
EAST ELEVATION
1/411 = 1'-0„
DRAWING
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
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FIRST FLOOR PLAN
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DATE: 12 / 16 / 2015
SCALE: AS NOTED
DRAWING #:
Au 11
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
2)16d COMMON
NAILS 6" O.C.
5/8" ANCHOR BOLTS @ MAX 3G" O.C.
* G"-1 2" FROM END OF PLATES,
BOLT EMBEDMENT MIN. 7"
USE 3"x3" x 1/4" PLATE WASHERS
TYPICAL :
2 ROWS OF SOLID BLOCKING
@ 48" O.C. AT GABLES
10" THICK POURED CONCRETE
FOUNDATION WALL ON 12"x24"
CONTINUOUS CONCRETE FOOTING
BOTTOM TO BELOW FROST LINE
PROVIDE:
CONTIN. #5 REBARS -
(2) @ TOP t BOTTOM OF FND. WALL
S2
A 8 11.71'
T.O. PROPOSED
8x 1 G FOUND. WALL
SMART
VENT — —
r —�
I
177771
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_ 0
4PSON 24 -0
T5 _ 0
EQUAL ��I� o
— Q m 117—
CORNER STUD HOLD DOWN
SCALE: N.T.S.
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— — — — — — — — — — — — — — — — — —
I
SIMPSON HOLD-DOWN -
ANCHOR @ EA. CORNER
SEE DETAIL "D"
cn 0
3'-4" MASONRY CHIMNEY (8" CMU'5) 0
ON 12" CONCRETE BASE W/ G" PROJECTION
— — ABOVE: FRAME FOR HEARTH w
+° II O
5'-10" 5'-10" 0 5'-10"
X
a' - T77
N
+ p _ j 1 3/4"x 9 1 /2'j L _
FLUSH BEA
O 3 1/2" DIA. CONC. LALLY
+ _ I io COLUMNS ON 30"x30"x 12"
THICK CONC.FOOTINGS
cn proposed WITH (3) #5 BARS
o CRAWL SPACE 0
2 CONCRETE DUST CAP
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S.V_ 5. V. _
23'-6"
14'-0" +/-
10.71'
T.O. EXIST.
FOUND. WALL
Ln
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(4) #5 DOWELS DRILL 3 GROUT
TO EXI5TING FOUNDATION
2 @ TOP t 2 @ BOTTOM - TYPICAL
_-------------------- / �� existing
/ / FULL BASEMENT
I ( I
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1 L — — — — — — — — — — — — — — — — — — — — — — — — — -- I
1) #5 DOWELS DRILL GROUT
TO EXISTING FOUNDATION
+ 2 @ TOP t 2 @ BOTTOM - TYPICAL
I O" THICK POURED CONCRETE I \
FOUNDATION WALL ON 10"x20" i
CONTINUOUS CONCRETE FOOTING I \
BOTTOM TO BELOW FROST LINE I proposed
PROVIDE: I I I
CONTIN. #5 REBARS - I I CRAWL SPACE
(2) @ TOP 4, BOTTOM AS \3
v;
OF FND. WALL 2" CONCRETE DUST CAP — \$
P
II O
I ST
24'-0" + 14'-0" I I\ o i
5/8" ANCHOR BOLTS @ MAX 3G" O.C. . I IP'T- 2x$s- �O�N
t G"-1 2" FROM END OF PLATES, A 7 2x10 FLOOR JOISTS @ 16" O.C. I C
_@ 16" O.C. I _
BOLT EMBEDMENT MIN. 7" "--"'` m
USE 3"x3" x 1/4" PLATE WASHERS 3G 3G" I I O
FS V. (W9 m
®+ v a o+ - a: ° ;v} v° .: 44 t, a- -+•? -'� - - + .° a:.v - ° Q W N
10" DIA. CONC. SONOTUBES ON a d
28" DIA. CONCRETE "BIG FOOT" FTG I o
P.T. G/4xG POSTS ABOVE I } 36 d
ATTACH POSTS TO SONOTUBES W/ IF' ✓ I
APPROVED SIMPSON POST BASE I> :4 I I I I /
✓ IN + �` / I Y D' " - CO`:C. SONOTUBES ON
28' D•A- CC`:O ` E "BIG FOOT" FTG.
13'-3" E P.T. ZxG PCS -5 ABOVE
A 7 AO"'O5"5 `O SONOTUBES W/
/ I I AF'F OV`_D `.`SON POST BASE
°
5'-4"
30"
30"I
I I
L- — I
existing
PATIO
5'-4"
10" THICK POURED CONCRETE
FOUNDATION WALL ON 12N24"
CONTINUOUS CONCRETE FOOTING
BOTTOM 4' BELOW PATIO
141-011+1-
30"
S1 F ----i F---7 r-71 _1
_ 8 30"l I
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CUT x ACCESS CUT x ACCESS 11
existing
CRAWL SPACE
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10" DIA. CONC. SONOTUBES ON
30"x30" CONCRETE FTG.
t P.T. 4xG POSTS ABOVE
ATTACH POSTS TO SONOTUBES W/
APPROVED SIMPSON POST BASE
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30"
30"I
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existing
PATIO
5'-4"
10" THICK POURED CONCRETE
FOUNDATION WALL ON 12N24"
CONTINUOUS CONCRETE FOOTING
BOTTOM 4' BELOW PATIO
141-011+1-
30"
S1 F ----i F---7 r-71 _1
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existing
CRAWL SPACE
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10" DIA. CONC. SONOTUBES ON
30"x30" CONCRETE FTG.
t P.T. 4xG POSTS ABOVE
ATTACH POSTS TO SONOTUBES W/
APPROVED SIMPSON POST BASE
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A6 11
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
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THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
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DATE:
12 116 / 2015
SCALE:
AS
NOTED
DRAWING #:
A6 11
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
NAILING SCHEDULE
FER @ I G' O.C.
P.T. 2xG STUD WALL W/
1/2" PLYWD., HOUSEWRAP t
WHITE CEDAR 5HINGLE5
3/4" TtG PLYWD. 5UBFLOOR ON
2x 10 FLOOR JOISTS @ I G" O.C.
11 71' T.O. PROPOSED
FOUND. WALL
NUMBER OF
NUMBER OF
NAIL SPACING
JOINT DE5CKIFTION
COMMON NAILS
BOX NAILS
N
ROOF FRAMING
BLOCKING TO RAFTER (TOE NAILED)
-T
2-8d
2-1 Od
EACH END
RIM BOARD TO RAFTER (END NAILED
2-1 Cd
3-1 Gd
EACH END
WALL FRAMING
TOP PLATES AT INTERSECTIONS (FACE NAILED)
4-1 Gd
5- 1 Gd
AT JOINTS
STUD TO STUD (FACE NAILED)
2-1 Gd
2-1 Gd
24" O.C.
HEADER TO HEADER (FACE NAILED)
I Gd
I Cd
24" O.C. ALONG EDGES
FLOOK FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED)
4-8d
4-1 Od
PER JOIST
BLOCKING TO J015T (TOE NAILED)
2-8d
2-10d
EACH END
BLOCKING TO SILL OR TOP PLATE(TOE NAILED)
3-1 Gd
4-1 Gd
EACH BLOCK
LEDGER 5TRIP TO BEAM OR GIRDER(FACE NAILED)
3-1 Gd
4-1 Gd
EACH J015T
J015T ON LEDGER TO BEAM(TOE NAILED)
3-8d
3- I od
PER J015T
BAND J015T TO J015T (END NAILED)
3-1 Gd
4-1 Cd
PER J015T
BAND J015T TO SILL OR TOP PLATE (TOE NAILED)
2-1 GD
3-1 Gd
PER FOOT
ROOF SHEATHING
WOOD STRUCTURAL PANELS
-
2x8 CEILING JOISTS @ I G' O.C.
RAFTERS OR TRUSSES SPACED UP TO I G" O.C.
861
I Od
G" EDGE/G" FIELD
RAFTERS OR TRUSSES SPACED OVER I G" O.C.
8d
I Od
4" EDGE/G" FIELD
GABLE ENDWALL RAKE OR RAKE TRU55 w/o GABLE OVERHANG
8d
I Od
C' EDGE/G" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL
Sd
1 Od
G" EDGE/G" FIELD
OUTLOOKER5
2x 10 FLOOR JOISTS @ I G" O.C.
GABLE ENDWALL RAKE OR RAKE TRU55 w/ LOOKOUT BLOCKS
8d
I Od
4" EDGE/4" FIELD
CEILING 5HEATHING
GYPSUM WALLBOARD
5d COOLERS
7" EDGE/ 10' FIELD
WALL 5HEATHING
WOOD STRUCTURAL PANELS
EXTER. DECK JSTS CUT TO 1 /8" SLOPE
STUDS SPACED UP TO 24" O.C.
Sd
I od
6' EDGE/ 12- FIED
Y2" AND 2V32" FIBERBOARD PANELS
81
-
3" EDGE/C" FIELD
yZ' GYPSUM WALLBOARD
5d COOLERS
-
7" EDGE/1 O' FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
I" OR LE55
8d
I od
C" EDGE/ I " FIELD
GREATER THAN I "
I Od
I Gd
C" EDGE/@" FIELD
FER @ I G' O.C.
P.T. 2xG STUD WALL W/
1/2" PLYWD., HOUSEWRAP t
WHITE CEDAR 5HINGLE5
3/4" TtG PLYWD. 5UBFLOOR ON
2x 10 FLOOR JOISTS @ I G" O.C.
11 71' T.O. PROPOSED
FOUND. WALL
CONTIN. (2)#5 REBARS •
0
2411 I, CONTIN. (3)#5 REBARS IN FOOTING
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of
FOUNDATION WALL @ FAMILY RM. DETAIL
SCALE: 112"= P-0"
2xG(4) FRAME
3/4" T*G PLYWD. SUBPLOOR ON
9 1/2" TJI'5 @ I G" O.C.
1/2" G.W.B. �—
P.T. 2x 12 LEDGER
FASTEN TO HOUSE FRAME
W/ 112" BOLT5 @ I G" O.C.
STAGGERED IN 2 ROWS
SEE DTL. 'C"
GRADE
CARRY MEMBRANE TO
BOTTOM OF DOOR, 18" UP,
WHERE NO DOOR.
Ix4 DECKING ON P.T. SLEEPERS
CUT TO REVERSE SLOPE
EPDM ADHERED ROOFING MEMBRANE
OVER 3/4" PLYWOOD --j
PROVIDE
SEE DET,
(2) 13/4"
2x 10 ROOF RAFTERS @ I G" O.0
W/ 5/8" CDX PLYWD. SHEATHING
* ASPHALT ROOF SHINGLES
SIMP50N H 2.5 HURRICANE CLIPS
EA. SIDE, SEE DETAIL ABOVE
SEE DETAIL I O
ALUM. GUTTER FASCIAD. ON 2" O.H. X 111
12'0"x@'8" SLIDING DR.
11— P.T. (2) 2x
FINISH W/
BEAD BKD. or EQ.
P.T. 2x 10 DECK JOISTS @ I G' O.C.
NOTCH / CUT TO SLOPE
1/8" per FOOT FOR R. ROOF I P.T. 4xG POSTS
METAL FRAMING HANGER
C ROOFDECK FRAMING DETAIL
SCALE: 1/2"= 1'-0"
O
•
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In
N
-
O
plate ht.
SI
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8" x I G" SMART VENT
IN
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12
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FOUNDATION WALL @ FAMILY RM. DETAIL
SCALE: 112"= P-0"
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3/4" T*G PLYWD. SUBPLOOR ON
9 1/2" TJI'5 @ I G" O.C.
1/2" G.W.B. �—
P.T. 2x 12 LEDGER
FASTEN TO HOUSE FRAME
W/ 112" BOLT5 @ I G" O.C.
STAGGERED IN 2 ROWS
SEE DTL. 'C"
GRADE
CARRY MEMBRANE TO
BOTTOM OF DOOR, 18" UP,
WHERE NO DOOR.
Ix4 DECKING ON P.T. SLEEPERS
CUT TO REVERSE SLOPE
EPDM ADHERED ROOFING MEMBRANE
OVER 3/4" PLYWOOD --j
PROVIDE
SEE DET,
(2) 13/4"
2x 10 ROOF RAFTERS @ I G" O.0
W/ 5/8" CDX PLYWD. SHEATHING
* ASPHALT ROOF SHINGLES
SIMP50N H 2.5 HURRICANE CLIPS
EA. SIDE, SEE DETAIL ABOVE
SEE DETAIL I O
ALUM. GUTTER FASCIAD. ON 2" O.H. X 111
12'0"x@'8" SLIDING DR.
11— P.T. (2) 2x
FINISH W/
BEAD BKD. or EQ.
P.T. 2x 10 DECK JOISTS @ I G' O.C.
NOTCH / CUT TO SLOPE
1/8" per FOOT FOR R. ROOF I P.T. 4xG POSTS
METAL FRAMING HANGER
C ROOFDECK FRAMING DETAIL
SCALE: 1/2"= 1'-0"
RIDGE BAND STRAPS
NIL "B"
x 14" LVL RIDGE BM. -
12
12 [77
LVLHEADER
11 \ I 2x12 I
2x8 CEILING JOI5T5/COLLAR TIES @ I G" O.C.
(2) 1 3/4" x 9 1/4" KING TRUSS w/ \
(1) 9 114" LVL Sandwiched btwn. \
SEE ROOF FRAMING PLAN FOR LOCATIONS \
FAMILY RM.
LVL HEADER
2x 10 ROOF RAFTERS @ I G" O.C.
W/ 5/8" CDX PLYWD. SHEATHING
it ASPHALT ROOF SHINGLES
12
a12 5IMP50N H 2.5 HURRICANE CLIPS
r
FOR FOUND. WALL
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SEE DETAIL "H" LEFT
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CRAWL SPACE -.T 3 1/2" DIA. CONC. LALLY "
COLUMNS ON 30"x30"x 12" THICK CONC.POOTINGS
2" CONCRETE DUST CAP WITH (3) #5 BARS N
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0
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WHITE CEDAR S`i'NGI_`5
DATE:
LAUNDRY
MUD ROOM
SCALE:
AS NOTED
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4x6 POSTS
CASED IN AZA1,
BEAM t. STRAP
3/4" Tt-G PLYWD. SUBFLOOR ON
P.T. I 10 LEDGER
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SFE DTL. 'C'
existing first floor
P.T. 2x8 DECK JO!5TS C I G' O.C.
LSTA @ EA. RAFTER
W/ Ix DFCK1111G
DISTANCE
- -
P.T. (2)2x8
proposed
—'I 0' DIA. COtiC. 501,'O`U5ES ON
°
—1111
CRAWL SPACE
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°
10" THICK POURED CONCRETE
-11
,
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i
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NOTE:
OF FND. WALL
RIDGE STRAPS ARE NOT REQUIRED WHEN
141-01131-30
COLLAR TIES OF NOMINAL I xG OR 2x4
LUMBER ARE LOCATED IN THE UPPER THIRD
'
OF THE ATTIC SPACE AND ATTACHED TO
RAFTERS USING 5) I Od NAILS EACH END
rS-3"'
SECTION through MUD RM. &
LAUNDRY
RIDGE BAND STRAP
A
8
1/4"=1"-0"
B
SCALE: N.T.S.
RIDGE BAND STRAPS
NIL "B"
x 14" LVL RIDGE BM. -
12
12 [77
LVLHEADER
11 \ I 2x12 I
2x8 CEILING JOI5T5/COLLAR TIES @ I G" O.C.
(2) 1 3/4" x 9 1/4" KING TRUSS w/ \
(1) 9 114" LVL Sandwiched btwn. \
SEE ROOF FRAMING PLAN FOR LOCATIONS \
FAMILY RM.
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a12 5IMP50N H 2.5 HURRICANE CLIPS
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Is
11.71' T.O. PROPOSE
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i MATCH ROOF PITCH TO EXISTING
1 12
i,
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II
I I 2xG STUD WALL W/
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_
t7-011 +/- -
existing second floor
III ROOF DECK FRAMING
SEE DETAIL "C"
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II
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II
II
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10.71' exist. PATIO
T.O. EXIST.
7
FOUND. WALL 10" THICK POURED CONCRETE
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A 8 1/4" = 1'-0"
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
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DATE:
12 / 21 / 2015
SCALE:
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DATE:
12 / 16 / 2015
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12 / 16 / 2015
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