HomeMy WebLinkAboutBLD-20-1767P
IF (IIIIL_QREN 1 BAIN
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BED (—�— Q
1 Bca FLOOR LAYOUT
� AREA
aR+ RwJ-) uv RY I
BED
PORCH _ — _ FAY RX
L___
IST
FLOOR LAYOUT
EX15T. LEACHING
(5EE NOTE 9)
U
�roH1
S8A)H
Permit
valid for REPAIR SEPTIC .'id.TR M
ONLY, due to State and Lecat wptk
Board of Health review end al is . ed Aw
A fStUre to
weraile Irl
and/or striMoresIdwelling.
varinouth Hiftifth flepartmat
APPROVED
14 1
us"
AL
AL
E3
L
6.
PARCEL ID:
BENCHMARK:
17/70.?
SPINDLE ON HYD.
W a / W
ELEV-9.22(NGVD)
�
` (per Brad Holl)
EXIST. "A ,0006
SEPTIC TANK
(to be removed)
T'
�roH1
S8A)H
Permit
valid for REPAIR SEPTIC .'id.TR M
ONLY, due to State and Lecat wptk
Board of Health review end al is . ed Aw
A fStUre to
weraile Irl
and/or striMoresIdwelling.
varinouth Hiftifth flepartmat
APPROVED
14 1
us"
AL
AL
E3
;TUb2
PARCEL ID:
17/72
kT WORK MUST
TOWN sYvLM
1
1'
L
6.
THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
EGOE OF B. V. W
BOARD OF HEALTH AND THE DESIGN ENGINEER,
W a / W
_ -- 1 `
f
�
` (per Brad Holl)
A ojc
PAVED
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
7.
WATER SUPPLY PROVIDED BY TOWN WATER MAIN.
LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
,DRIVE
—310 CMR 15.405(1)(6&F):
B.
THERE ARE NO PRIVATE WELLS WITHIN 100' OF THE PROPOSED S.A.S.
1) A 27' VARIANCE, LEACHING TO BORDERING VEGETATIVE WETLAND FOR A 73' SETBACK
9.
EXISTING SEPTIC TANK & LEACHING TO BE PUMPED & FILLED
2) A 6' VARIANCE, LEACHING TO BE 14' FROM DWELLING VS REQ'D 20 FT. (LINER PROVIDED)
10,
IT SHALL BE THE RESPONS161LI7Y OF THE CONTRACTOR TO VERIFY THE
3) A VARIANCE TO ALLOW A 1 FT SOIL REMOVAL VS REQUIRED 5 FT.
#130 y
i
TREES
CONSTRUCTION,
3.
TOF 14_
11.
WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
IN THE AREA BENEATH (TO EL. 4.1) AND FOR 1 FT. ON ALL SIDES OF THE SA.S,
DESIGN ENGINEER.
AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
4,
ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
OR REMOVED AS APPROPRIATE
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE Cb
12.
ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT. (UNESS SPEC.)
\y
CONTINUES.
,`
S.
,
,
port
S,
1'
\ PARCEL ID:
\!
TIMBER RETAINING
�`, 1771
AREA=22,7661
iT
v/ALL (5EE PAGE 3)
S.F.
o
/t
------------
;TUb2
PARCEL ID:
17/72
kT WORK MUST
TOWN sYvLM
1
1'
ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
6.
THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
BOARD OF HEALTH AND THE DESIGN ENGINEER,
THE CONTRACTOR OR OWNER TO NOTFY THE LOCAL BOARD OF
2.
ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
7.
WATER SUPPLY PROVIDED BY TOWN WATER MAIN.
LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
—310 CMR 15.405(1)(6&F):
B.
THERE ARE NO PRIVATE WELLS WITHIN 100' OF THE PROPOSED S.A.S.
1) A 27' VARIANCE, LEACHING TO BORDERING VEGETATIVE WETLAND FOR A 73' SETBACK
9.
EXISTING SEPTIC TANK & LEACHING TO BE PUMPED & FILLED
2) A 6' VARIANCE, LEACHING TO BE 14' FROM DWELLING VS REQ'D 20 FT. (LINER PROVIDED)
10,
IT SHALL BE THE RESPONS161LI7Y OF THE CONTRACTOR TO VERIFY THE
3) A VARIANCE TO ALLOW A 1 FT SOIL REMOVAL VS REQUIRED 5 FT.
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION,
3.
THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
11.
WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
IN THE AREA BENEATH (TO EL. 4.1) AND FOR 1 FT. ON ALL SIDES OF THE SA.S,
DESIGN ENGINEER.
AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
4,
ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
OR REMOVED AS APPROPRIATE
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE Cb
12.
ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT. (UNESS SPEC.)
CONTINUES.
S.
ALL ELEVATIONS BAScD ON NGVD DATUM,
TO ALL
vin',`
HEALTHI',v `.
WEST YARMOUTH
---- ROUTE
GAG
y
LOCUS �Z LEWIS
LEWIS POND
BAY
LOCUS MAP
LOCUS INFORMATION
PLAN REF: 56/9
TITLE REF: 21t70/313
PARCEL ID: MAP 17 PAR, 71
FLOOD ZONE: "A-12"
COMMUNITY PANEL: 250015-0005—D DATED:07/02/92
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
130 CROWELL ROAD
WEST YARMOUTH, MA.
PREPARED FOR
JERILYN DICOSTANZO
SCALE: 1"=30'
AUGUST 28, 2010
revised 11/02/10: highlight historic right of way
A.
OF
No. 1140
ITAR
DARREN M. MEYER, R.S.
P.O. BOX 981
EAST SANDWICH, MA. 02537
(508)362-2922
SHEET 1 OF 3 , fill 954
N
r
ceilling jsts.
a)
C
X
N
second fir
plate ht.
c
X
N
first fir — —
outdoor shower
(beyond)
ceiling jsts.
exist. wdw hdr ht.
N
second fir
plate ht.
+�
existing clapbd. siding
Q) (typical all sides)
CIOfirst fir — —
exist. In
1�-jam
PROPOSED
FRONT
1/4" = 1'-0"
12'—G"
proposed tower
12
�12
12
�a 5 1/ (+/-) (roof beyond)
prop. plate ht. @ tower
prop. wdw hdr cl'g. jsts.
--- ® _
w.c. shingles @ 5" exposure (+/-) ± rn
woven corners @ tower N N
W2445_ 8
,
-- second fir
wdw hdr plate ht.
existing clapbd. sidingD To N ±
Lj
TW2452 W2452- t` X
N N
_ - first fir
I iI II H
i I I vertical board, spaced siding
II
existing house & porch I I I
i I
exist. 10" tube T I j j j — exist. 10" tube —�
verify footing, & add o
F_ r—--I`I� footing if needed I E
L_ —J L— —�
ELEVATION L--
new ftg. &tube
architectural shingles
12
Q 10 (+/-) w.c. shingles @ 5" exposure
woven corners @ tower
prop. plate ht. @ tower
shed roof plate
± V
N H �
<
-. (D
O
C:
second fir "
existing plate ht.
andersen 400 series frenchwood door
FV G 60 68fl
existing covered porch, & ramp
first fir —
ramp
It do
existing house j prop. 2nd fir. tower
existing basement slab l (beyond)
PROPOSED
LEFT SIDE ELEVATION
1/4" = 1'-0"
W
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IOU � ®� W
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TOWN OF YARMOUTH LU W
ANCE REVIEWED FOR BUILDING AND ZONING CODE COMPLI. ® W W
APPLICANT FROMRHEIMiSSIONS RESPONSIB LITY OFNOT EAS BUILT J
COMPLIANCE.
DATE:z
UILOING L G O
J W
J
FILE COPY W 0
U)
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L c 0
0
iu
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING VS
PROPOSED CONDITIONS PRIOR TO, AND DURING
CONSTRUCTION AND MAKE MODIFICATIONS AS
NECESSARY TO PROVIDE COMPLIANCE WITH
DESIGN PARAMETERS AS ILLUSTRATED.
a F=
DATE: 08 / 307 2019
SCALE: 11/4"=V-0"
DRAWING #:
NOTE: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE '
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TOWN OF YARMOUTH LU W
ANCE REVIEWED FOR BUILDING AND ZONING CODE COMPLI. ® W W
APPLICANT FROMRHEIMiSSIONS RESPONSIB LITY OFNOT EAS BUILT J
COMPLIANCE.
DATE:z
UILOING L G O
J W
J
FILE COPY W 0
U)
v a
L c 0
0
iu
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING VS
PROPOSED CONDITIONS PRIOR TO, AND DURING
CONSTRUCTION AND MAKE MODIFICATIONS AS
NECESSARY TO PROVIDE COMPLIANCE WITH
DESIGN PARAMETERS AS ILLUSTRATED.
a F=
DATE: 08 / 307 2019
SCALE: 11/4"=V-0"
DRAWING #:
NOTE: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE '
CO
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0
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ra G ® }
TOWN OF YARMOUTH LU W
ANCE REVIEWED FOR BUILDING AND ZONING CODE COMPLI. ® W W
APPLICANT FROMRHEIMiSSIONS RESPONSIB LITY OFNOT EAS BUILT J
COMPLIANCE.
DATE:z
UILOING L G O
J W
J
FILE COPY W 0
U)
v a
L c 0
0
iu
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING VS
PROPOSED CONDITIONS PRIOR TO, AND DURING
CONSTRUCTION AND MAKE MODIFICATIONS AS
NECESSARY TO PROVIDE COMPLIANCE WITH
DESIGN PARAMETERS AS ILLUSTRATED.
a F=
DATE: 08 / 307 2019
SCALE: 11/4"=V-0"
DRAWING #:
NOTE: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE '
architectural shingles
top plate @ tower
w.c. shingles @ 5" exposure
to match exist.
second flr
(align to exist.)
existing clapbd. siding
first flr — —
vertical board, spaced siding
existing 10" tube
verify footing, & add o c I I
footing if needed 'E I I
L --J
nrnn ')nrl flnnr+rnAicr nnr+ hn+h nnHl
plate ht. @
w.c. shingles @ 5" exposu
to match exist.
existing hip roof
exist. sec
first flr
(align to ex
r 2'_6
proposed tower (beyond)
12
1251 �
12
�\ architectural shingles
12
_ existing clapbd. siding
(open)
I I exist. shwr
I I
F
existing house
L -J
PROPOSED
exist. prop. addition REAR E L E V A T
log (to replace porch)
114" = 1'-0"
_ exist. ceiling jsts.
--- __ (& gable roof plate)
N
second flr
plate ht.
N
first fir
I I
I I existing basement slab
existing L I I I
L 1 10" tubes
F
, new 10" tube, with footing
PROPOSED
RIGHT SIDE ELEVATION
-eiling jsts.
hdr ht.
— ±
rn
_
C
i
\
second flr
-eiling jsts.
hdr ht.
— ±
rn
_
C
�
axi
second flr
plate ht.
N
C
J
first flr
W
1/4"= 1'-0" NOTE: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE
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DATE: 08 / 30 / 2019
SCALE: 1/4"=1'-0"
DRAWING #:
P% Elm
n
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DATE: 08 / 30 / 2019
SCALE: 1/4"=1'-0"
DRAWING #:
P% Elm
ELECTRIC
PROPOSED
FIRST F LOOR
1/4" = V-0"
PLAN
3 1/2" DIA. STD. LALLY
TO FOUNDATION
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING VS
PROPOSED CONDITIONS PRIOR TO, AND DURING
CONSTRUCTION AND MAKE MODIFICATIONS AS
NECESSARY TO PROVIDE COMPLIANCE WITH
DESIGN PARAMETERS AS ILLUSTRATED.
NOTE: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/ 140 MPH WIND ZONE
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DATE:
08/30/2019
SCALE:
11/4"=V-0"
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PROPOSED
SECOND F LOOR PLAN
1/4" = 1'-0"
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING VS
PROPOSED CONDITIONS PKIOKTO, AND DURING
CONSTRUCTION AND MAKE MODIFICATIONS AS
NECESSARY TO PROVIDE COMPLIANCE WITH
DESIGN PARAMETERS AS ILLUSTRATED.
NOTE: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE
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DATE:
08 / 30 / 2019
SCALE:
1/4"=l' -O"
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DATE:
08 / 30 / 2019
SCALE:
1/4"=l' -O"
(PROPOS TOWER) RIDGE BLOCK
(2) 13/4" X 11 7/8" LVL (HIP RAFTERS)
(SEE ROOF FRAMING PLAN)
(2) 1 3/4" X 91/4" LVL
(TIES @ FRAME)
" 12 2X 10 RAFTERS @ I G" O.C.
W/ 1/2" CDX PLYWOOD SHEATHING
12 ARCHITECTURAL SHINGLES OVER 15# FELT
i
R38 INSULATION H2.5 CLIPS @ EA. RAFTER
r� SOFFIT DETAILS
TO MATCH EXISTING
�X8 CEI NG J5T5.
I @ 1° o c plate ht. @ tower
existing plate ht.
I (SHED ROOF BEYOND TO ALIGN)
PROPI05ED 2XG EXTERIOR WALL
❑ SITTING RM ± W.. S CDX SHTH'G.
W.C. SHINGLESES OVER
n TYVEK HOUSE WRAP
Lj12'-6" R21 INSULATION _
I ED2X RAFTERS
I _ (ALIGN TO EXIST. POO BEYOND)
W1OX26i W1�X26-- second flr
I I I il-
2X8 FLOOR JOISTS plate ht
�I 3113 I I o �1Ip PROPOSED
EXISTING m z
PORCH (n SII FAMILY RM EXISTING EXTERIOR WALL
of oll� I
0-I X11
EXIST. EXIST.1 ill EXIST.
DECK I I I 2X 10 FLR J575 s first floor
h �, , „r (ALIGN TO EXISTING)
R38 INSULATION
1 EXIST.
LVL BM.
I I
new ftg.I& tube I I -- exist. 10" tube �-
1 J verify footing, & add I b
r r — — --1 footing if needed v
L_—� L-----)
r- -j L�
L ---J
S3 CROSS SECTION
A 5 14" =1,-0„
ceiling ht.
second fir
first fir
2X 10 RAFTERS W/
(1) 13/4" X 117/8" LVL
VALLEY RAFTER (BEYOND)
(SEE ROOF FRAMING PLAN)
12 \
IST11 G FTE (B ON ) I \
I \
2CI-G. JOISTS \
P38 INSULATION
I J
EXISTING PROP.
BEDROOM #1 I Z STORAGE
W1 OX26
EXIST. IfLOORJO(5T5 I EXIST. FLR. JOISTS I
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TING RM
SITRE
0.'
411N
FAMILY RM
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12'-G"
a
SOLID BLOCKING
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PROP. TOWER ABOVE
J
W
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2X 10 FLOOR JOISTS
LL I o
first fir
EXISTING FLOOR JOISTS
O
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51MF50N 13C52 -3/G
EXISTING
F-
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P05T CAP
BASEMENT
LINE OF PROP. TOWER (BEHIND)
V I
GXG POSTS
N
— 2X10 RAFTERS @ IG" O.C.
J
V
R
W/ 1/2" CDX PLYWD SHEATHING,
J�
-4-3
N
ARCHITECTURAL SHINGLES
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OVER 15# FELT
U
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L
co
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— 112.5 CLIPS @ EA. RAFTER
s
N
— SOFFIT DETAILS
L.Y
(�
TO MATCH EXISTING
Q
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—
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plate ht.
2XG EXTER. WALLS +
z
W/ 1/2" CDX PLWD. 5HTH'G.
W.C. SHINGLES OVER IN
�
Q
TYVEK HOUSE WRAP
O
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~
2X8 RAFTERS 1
Z
(ALIGN TO EXIST.
Q
}
ROOF BEYOND)
m
second fir ilk
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plate ht.
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TING RM
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12'-G"
a
SOLID BLOCKING
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PROP. TOWER ABOVE
J
W
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2X 10 FLOOR JOISTS
LL I o
first fir
EXISTING FLOOR JOISTS
O
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R38 BATT INSULATION
M
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51MF50N 13C52 -3/G
EXISTING
F-
U
W
'3
P05T CAP
BASEMENT
GXG POSTS
TO 12" 50NOTUBES
W/ "BIGPOOT" FOOTINGS
- I I SIMPSON ABUGG POST BASE
L--� II II ° Z
existing house 3'-0"
(4) #5 BARS EACH WAY
(2) #5 BARS, VERTICAL
S2 CROSS SECTION
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A 5 14" = F-0°
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DATE:
SCALE: 1/i
DRAWING #.
NOTE: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE
(3) 2X 12 HEADER
51MPSON 13C52 -3/G
P05T CAP
6XG P.T. P05T
51MP50N ABU66
POST BASE
-1111—II�� I��I III II
1
u
12" DIAMETER II II -
II II
SONO TUBES ON
"BIGFOOT" FT'G5,
BOTTOM TO 4' BELOW
GRADE - TYPICAL it II
II II
II II
II II
u u
TYPICAL SIMPSON POST ANCHORS
K—A�\&POST CAPS @ BEAM SUPPORTS
NOT TO SCALE
m
PLAN VIEW
(4) #5 BARS EACH WAY
1 2" 50NOTUBE
W/ (2) #5 BARS, VERTICALLY
F9
— — — — — — — — — — — — --
EXISTING
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1 1 1
EXISTING 50NOTU15E
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X X
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12" DEEP FOOTING
(3) 2X8'S OR 36" 1 1 I
(2) 1 3/4" X71/4" LVLS
(AtovE) i I I i
-J L. -J 1
(LINE OF TOWER ABOVE)
I EMS ING 5ONOTUBE
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(EXI5TING)
I
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1 i 0
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I I I \ I I Z
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EX15TING 1
50NOTUBEL-------------------- - -- (--------I -------- -
— i------- f 136
I EXISTING RAMP 1 6X6 P05T ON 12" 50NOTU5E5 12'-0 6X6 POST ON 12w 50NOTUBE5
I I 1ON (VARIED WIDTHS) X 12" DEEP FOOTING
1 (LINE OF TOWER ABOVE) (BOTTOM TO BELOW FROST LINE)
I ---------------------I------
EXISTING
FOUNDATION PLAN
1/4!'= 1'-0"
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING VS
PROPOSED CONDITIONS PRIOR TO, AND DURING
CONSTRUCTION AND MAKE MODIFICATIONS AS
NECESSARY TO PROVIDE COMPLIANCE WITH
DE51GN PARAMETERS A5 ILLUSTRATED.
NOTE: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE
NUMBER OF
NUMBER OF
NAIL SPACING
JOINT DESCRIPTION
COMMON NAILS
BOXNAIL5
O
ROOF FRAMING
BLOCKING TO RAFTER (TOE NAILED) - - -
2-5d
2- i Od
EACH END
RIM BAOPD TO RAFTER (END NAILED)
2- I Gd
3-1 Gd
EACH END
WALL FRAMING
TOP PLATE5 AT INTER5ECTION5 (FACE NAILED) - -
4-1 Gd
5-1 Gd
-AT JOINTS
STUD TO STUD (FACE NAILED)
2-1 Gd
2-1 Gd
24" O.C. -
HEADERTO HEADER (FACE NAILED)
I Gd
I Gd
24" O.C. ALONG EDGES
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) -
4-8d
4-1 Od
PER JOIST
BLOCKING TO J015T (TOE NAILED) -
2-8d
2-1 Od
EACH END
BLOCKING TO SILL OR TOP PLATE (TOE NAILED)
3-1 Gd
4-1 Gd
EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER (TOE NAILED)
3-1 Gd
4-1 Gd
EACH J015T
J015T ON LEDGER TO BEAM (TOE NAILED)
3-8d
3-1 Od
PER J015T
BAND J015T TO J015T (END NAILED) -
3-16d -
4-1 Gd -
PER J015T
BAND J015T TO SILL OR TOP PLATE (TOE NAILED)
2-1 Gd - -
3-1 Gd
PER FOOT
ROOF SHEATHING
WOOD STRUCTURAL PANELS
T
a' M
W
RAFTERS OR TRUSSES 5PACED UP TO I G" O.C.
8d
I Od
G" EDGE / G" FIELD
RAFTERS OR TRU55E5 5PACED 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
G" EDGE / G" FIELD
GABLE ENDWALL RAKE OR RAKE TRU55 w/ STRUCTURAL OUTLOOKER5
Bd
I Od
G" EDGE / G" FIELD
GABLE ENDWALL RAKE OR RAKE TRU55 w/ LOOKOUT BLOCKS
8d
I Od
4" EDGE / 4" FIELD
CEILING SHEATHING
GYPSUM WALLBOARD
- 5d COOLERS
-
7- EDGE/ 10" FIELD
WALL 5HEATHING
WOOD STRUCTURAL PANELS
-
STUDS SPACED UP TO 24" O.C. - -
8d
I Od
- 6" EDGE/ 12" FIELD
112" AND 25/32" FIBERBOARD PANELS - -
8d -
- -
3" EDGE / G" FIELD
1/2" GYPSUM WALLBOARD
5d COOLERS
7" EDGE/ 10" FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
I " OR LE55
8d
(Od
G" EDGE / I "FIELD
GREATER THAN I"
I Od
I Gd
G. EDGE / G" FIELD
(3) 2X 12 HEADER
51MPSON 13C52 -3/G
P05T CAP
6XG P.T. P05T
51MP50N ABU66
POST BASE
-1111—II�� I��I III II
1
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12" DIAMETER II II -
II II
SONO TUBES ON
"BIGFOOT" FT'G5,
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GRADE - TYPICAL it II
II II
II II
II II
u u
TYPICAL SIMPSON POST ANCHORS
K—A�\&POST CAPS @ BEAM SUPPORTS
NOT TO SCALE
m
PLAN VIEW
(4) #5 BARS EACH WAY
1 2" 50NOTUBE
W/ (2) #5 BARS, VERTICALLY
F9
— — — — — — — — — — — — --
EXISTING
i
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1 1 1
EXISTING 50NOTU15E
- - I
I
UNFINISHED w ,
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X X
N N
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36" _
DN 8 1/2" 36"F I
2X 10'5 @ I G" O.C. / 2X 105 @ 16" 0.C. / 2X 105 @ I G" O.G. 11f 36" 12" SONOTUBE ON
12" DEEP FOOTING
(3) 2X8'S OR 36" 1 1 I
(2) 1 3/4" X71/4" LVLS
(AtovE) i I I i
-J L. -J 1
(LINE OF TOWER ABOVE)
I EMS ING 5ONOTUBE
2X 105 @ I G" O. CC/
(EXI5TING)
I
I ,I
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1 i 0
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I
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I ' 1
I /r—L
EX15TING 1
50NOTUBEL-------------------- - -- (--------I -------- -
— i------- f 136
I EXISTING RAMP 1 6X6 P05T ON 12" 50NOTU5E5 12'-0 6X6 POST ON 12w 50NOTUBE5
I I 1ON (VARIED WIDTHS) X 12" DEEP FOOTING
1 (LINE OF TOWER ABOVE) (BOTTOM TO BELOW FROST LINE)
I ---------------------I------
EXISTING
FOUNDATION PLAN
1/4!'= 1'-0"
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING VS
PROPOSED CONDITIONS PRIOR TO, AND DURING
CONSTRUCTION AND MAKE MODIFICATIONS AS
NECESSARY TO PROVIDE COMPLIANCE WITH
DE51GN PARAMETERS A5 ILLUSTRATED.
NOTE: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE
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SCALE: 1/4"=V-0"
DRAWING #:
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2x6 DBL TOP PLATE
�SIMPSON SP6/SP4 (20 GA.)
HEADER
FULL HGT. STUD
SIMPSON HDR UPLIFT STRAP
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WINDOW SILL
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A STUDS & HEADERS
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SCALE: N.T.S.
@ EA. RAFTER
1 2'-6"
(LINE OF TOWER WALLS)
2X10 RAFTERS
@ 16" O.C.
ROOF FRAMING PLAN
1/4" = V-0"
TER @ 16" O.C.
21"
END
DISTAI
i @ EA. RAFTER
TOP PLATE
C RAFTER TO PLATE CONNECTION
SCALE: N.T.S.
BEAM &STRAP
-A ® EA. RAFTER
.2C
RIDGE STRAPS ARE NOT REQUIRED
WHEN COLLAR TIES OF NOMINAL 1x6
OR 2x4 LUMBER ARE LOCATED IN THE
UPPER THIRD OF THE ATTIC SPACE
AND ATTACHED TO RAFTERS USING
5)10d NAILS EACH END
D RIDGE BAND STRAP
SCALE: N.T.S.
RIDGE BEAM
1 2'-6"
(LINE OF TOWER ABOVE)
SECOND FLOOR FRAMING
114" = 1'-011
3 1/2" DIA. STD. LALLY
TO FOUNDATION
2X8 SOLID BLOCKING
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-®
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5
2X8 SOLID BLOCKING
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2"
MW*01
UI D-4" 2 ROWS OF 1/2" DIAM BOLTS @ 12" O.C.
z.
TYPICAL LVL BOLTING/NAILING
@ MULTI 1 3/4" BEAMS
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING V5
PROPOSED CONDITIONS PRIOR TO, AND DURING
CONSTRUCTION AND MAKE MODIFICATION5 A5
NECESSARY TO PROVIDE COMPLIANCE WITH
DE5IGN PARAMETERS A5 ILLUSTRATED.
NOTE: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE
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DATE: 08 / 30 / 2019
SCALE: 1/4"=11-011
DRAWING #: