HomeMy WebLinkAboutRossi Plans for ZBA 2_9_2021 meeting - Plans - 303 CHESTNUT STREET 2/11/2020 0
a-- -
FT
,?'w ARI
�� �31,196 SF- � gas
.n /� aurue�exFn ' P 21 \Ix M'S
PROPOSED
—�—81 —� FO wN aAsmaurd mP¢rN— a s.
NORTH ANDOVER, MA FITU
HILLSIDE ROAD m� m AI2YEY,R�NC.m
❑C❑0
03
E o
Y
FRONT ELEVATION
a
w
Q� _
0
Qo
Q�E E
w G o m E
®®®® ®®®® ®®®® m
mmmm
��BE EMBE
0000 0000
LEFTS ATiON ,.,N �- -ATiON ,..,N �—HTE ATION
A-1
0
aw
76-
19 2" 3—1/2' 26-5 1/2' j
z
2'D" 2'fi" 1D'0" 2'-6" 2'-2" 7'-4" ]'-D 1/2' 12'0" 4'0" 7'-5 1/2' 12 1
5'0" 5'D" B 0" B 0" 2'D"
SWI
———— - —————— f
30x68 3
GFIHEbFIHE�
v �
-- ----------L --_-------- zza o
I I I I
I I I I
DINING ROOM
I I I I o3
I I I I
pmpb
o
' m V11
mUL12wMNs ar-o^ovENINGPOST TH RUAM-13 ABOVEWITH COLUMN BLW M N
\J
n E
FAMILY ROOM GAS io
FP
m �
- m
-' °B__________- 4'fi" 3'-D' 3'-1D 1/2' U)
W
Q K
m m U z
Q o
z sa ❑ m¢�3
e zJ pm3
5'fi" 3'0" 5'fi" B D"ose x zose
B D" 5'6 3'D" 5'fi" ]'D" 12 D" ]'0" Q F�£o-o
W G p m E
��m
as _
2'D" 19'0" 12'0" 19'0" 26 D"
i3'-D°
DATE:
u _LARMS sETPE �RRSTROORPLA,N scaLFva•�'-o LIVING AREAz/ii/zozo
ALL SM OKE ALARMS SHALL BE TYPE PHOTOELECTRIC � 16405Q FT
A-2
0
aw
5D'-D°
9'B• ]'fi" 4'fi" 4'B• 2'D" 4'6- 5 1 4'6-
O ❑10 ---
MAIN O. L. DRY MASTER CLOSET -
BATH O O! BATH -
BED3
2'1 2'D. 4'�B• 2'-D" m
O O
m STAIRWAY 2 6'm
SsoDse
S= LL
BED2 a BED MASTER
9'-9 1/2'
mT 2fi
1DH
E
W
1636FH 0 1636FH TN 61 u'
0
5'-6 3'-D" 3'-6• 6 B-D" 5'-6- 3'-D" 16' U w
� w
1'D" 2'0" 12'D'•
5.
SVC
._P , \ s-,c==H, SECOND FLOOR PLAN scALEl/,'=l 0 LIVING AREA w G o E
ALL SMOKE ALARMS SHALL BE TYPE PHOTOELECTRIC 1491 Sq Ff
��m
as _
DATE:
2/11/2020
A-3
o_
azx qs�� vo SLOPE MINIMUM
t o M N FROM coRNERs
aw
4 CONCRETE FLOOR
ENGINEERING FOUNDATION NOTESPC CONCRETE FooWc
1) FOUNDATIONANCHORBOLTS
WITH WASHER 7'EMBED.31/2'MIN 12"MAX FROM END OF EACH PLATE 3- 1,O.C. 4"PERFORATED PIPE
OR AS SHOWN ON DRAWINGS. FILTER FABRIC
2) FOOTINGS REINFORCING
COST I NUOUS FOOTINGS 3#4 BARS 2D'LAP HORIZONTAL __VAPOR AR T OER
INDIVIDUAL FOOTINGS4#4 BARS WITH 3-COVER EACH WAY CHAS SHOWN ON DRAWINGS. DETAIL-TYPICAL FOUNDATION WALL
3) MINIMUM WALL REINFORCING HORIZONTAL
TWO"BARS TOP AND MID HEIGHT OF WALL WITH 18 In.LAP AND 18-CORNER BARS.
4)10"FOUNDATION WALLS EXCEEDING THE BELOW LISTED CRITERIA MAY REQUIRE VERTICAL
REINFORCING.CONSULT ENGINEER OF RECORD.
WALL HEIGHT UNBALANCED FILL HEIGHT
e ft ]N.
9 ft. 6 ft.
10 ft. 6 ft ]B E'
STEM WALLS 4f. 2'0• 2'6- 10 F. 2'-6- 16-61/2' 12 0" 4'-0" 26-51/2'
WALL REINFORCING GRADE 6D
SLAB REINFORCING 6.6 W2.0-WE.0
CONCRETE -
FOUNDATION WALLS AND FOOTINGS AND BASEMENT STABS-3—PSI AIR ENTRAINED
GARAGE AND EXTERIOR SLABS F'c 3500 PSI AIR ENTRAINED
BEAM POCKETS 5'-0" 5'-0" 10'CONCRETE WALL
BEAMS TO BEAR ON 1/2In.TREATED PLATE MIN 1/2In.AIR SPACE SIDES AND END OF ALL BEAMS _ 24'IS12'FOOTING
—1LEYWAY Y -
0
r T � I I
B 0— m
03
v > 2 TIP°x1r EDGE oGE"=
v v a
v r—�--1 —1_ CONCRETE FOOTING
T
i
1
L_J ------------------ J --J L---� 12�
SEAW POCI<Er SE.w�_z }} -
2-2"X10"JPF#2 4"BEAUING MIN 2-2"X10"J�F#2
- �1 A'CONCRETE FILLED
4"CONCRETE FLOOR STEEL COL"IN PLATES
MISC FDTN NOTES - 6°CO�,IPACTED STONE a TOP AND SOTTO�M
6X6#10/10,LET Y
6�,�IL VAPOR RETARDER 1-AREA OF GARAGE FLOOR SHALL BE SLOPED TO FACILITAYE THE MOVEMENT OF LIQUIDS of f m m
TOA DRAIN ORTOWARDTHE MAIN VEHICLE ENTRY DOORWAy
. f m
e'-o° s'-o• r-o° 10'-0• s'-o• s'-o• o°CONCKETE>rulP 4°CONCRETE FLoou
FOOTING IO"EDGE 6'CO�,�PACTEDSTONE
DETERMINED
By
THE
LOCAL
JU R BD CT ON AND HAVE
R SLOPE FROM FDTN WALL SEAM POCKET E 1RIN MALL RLW E 1-i POCKET 6X6 N10/10 'V�',1
2 FOUNDAT ON DEPTH SHALL SEA M N MUM OF 4'0"BELOW F N SH GRADE ORTOA DEPTH
-SEALING�,11N I\6' LADS 16"OC 1I�EnING�'!IN L—J 6,ILVAPORRETARDER
3 MINIMUM VERTICAL AND HORIZONTAL REINFORCEMENT OF FDTN WALLS SHALL eE ' J F--F
PROVIDED ACCORDING TO TABLES R404121 —PT ROTTO�,IPNTE
EDITION OF THE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. r
-- o
4-ALL WORK SHALL CONFORM TOTHE CURRENT EDITION OF IRC AND OF ALL FEDER AL, W
STATE 1 LOCAL JUIR IC ISDTIOIvaL D RING CON MANDATES THAT MAY APPLY. 4 L------------------- 0
— J 13 F N
} ' " 12 2" ¢rL
OR OTHER C.NSDE_T,NS H OULD BE SUBMTTED TO THE BUILDING OFFICIAL OF ON 2'S CON CLETE STRI P FOOTI N G 12'CONCRETE FI LLED F T IE1--1 3'-0" U w
JURISDICTION FOR REVIEW_ 12 EDGE THICICN ESS STEELCOLUMN PLATE) — 1.="X 'LVL20E 4 l _ O
SAFETY cones PERTAINING TO THIS
PROJECT_ TO ALL BUILDING AND occuaaTlomaL roP AND Sorro�a I�, -0°GONGUETE STwP
�20"X 10"EEG E CONC FOOTING 11 EDGE
2'L"X2'S"X 12'EDGE ❑
CONCRETE FOOTING TRIP FOOTING _ z
o >nE
Posr a-r x
¢ £o
w G p a
s ALL WORK BEING PERFORMED SHALL CONFORM > m
q f m
2 CON FOOT,wI
z'-1LFOOTING - ED
2'NA 2'E oo EDGE REA,11 2"X4"KEYWAY =U,
CONCRETE FOOTING 2-1T"X92"LVL20E o ¢ �
E EEL Co [kETE FI LLED \ o ¢
JTEELCOLU,IN PLATE TO P/ROTT \�_ i
`--------------------� V l v ?i
��—_--f -t---
B0' B0"
_---- ----- DATE:
1e'-o• 1z'-o° 1e'-o• 28-o• 2/11/2020
]B-E'
;-'E A\
ALL SM ONE ALARMS SHALL BE TYPE PHOTOELECTRI C FOUNDATION PLAN SCALE I/4--0
A-4
0
aw
T
2"x12"RIM BOARD
Y
a
2^112^FLooR JOlsrs-1s^oc
— -------- --------J q sT E o B M L—J POST BEAM END
o'lJ— — _ ` RIP FrNG BLw_ L__L
- — — — — — — — _________LS
BEARTOSTRIPFTNG BLw q
a-2 xs EN ¢ 3
Ou BL CK a BL K f POSTBEAM ENDS
fi'- 1/2 -------- t—fir --- — f
BO B M O BE M
13 p�. Y
- JF
2 x12 FLOOR JOISTS-1s OC
SOLID BLOCK
J I THANGERfi' T
LOY
—2 x12 RIM BOARD J� 2 x12 RIM BOARD u
c
�U w
FIRST FLOOR FRAME PLAN 0 a o 3
w W p mE
x
da _
DATE:
2/11/2020
1
A-5
15'-D- r 12'-p. - Q
E M-„
v'x,s^PLooR JOlers-1s^oc _
aw
E�RI
w LL IELC
1 ;OL2
71
3'-fi•
2 x,o PLooRJosTG s oC
o RIM BOARD J ,EJS 2 x,o RIM EOARD
OTE
ALL BEAMS s'-0'OP IN BE 26'-7"
L_FLl
HC0NTlNl CHEAP]
2-Viz o26.vL —
NOTE
- SPECIFIED FRAMING PLAN SECOND FLOOR FRAME PLAN scALEl/,'-1 o _1 ALL HEADERS EFL-TO EF °Gp
ALL HEADERS EFL—TO E7
- NG THAN 4 R INSTALL 2 JACK STUDS 1 KING
PECIEIED E
THAN4
NSTALL2HACK
MING PLAN
STUDS 1 KING
- THAN L
THAN I_ KI - POR,u E E,aL J
FAR
OR AS INDICATED ON DRAWINGS THAN R
THAN INSTALL 3 JACK STUDS 2 KING
R REFER TO IRC
TAL'
HEADER ,,
w LL z
3-2"x,o TORAPTERIlKDN Ls
\ ————————————————————————————————————
it
\
- ]s
1)!x c ,
E
w
3'- 1/
s
U
I �z
POST PGO �.,
w
'OS
D Dow
Q
w m
I I II m
-- ozpN3
E ClNO EA-s EL z i o e a
I Q
Im
EARN LL
EELO I m
=K
(ry T Q Q
`CEI
CEILING JOISTS
2"x,0",s"OC
LING JOISTS
EE DATE:
2-�s^ e s^L Lz E r
v'x,s"CEILING JOISTS s"oc 2\ I x,s cElu JOISTS "oc 2/11/2020
0 zfi'-o• s
CARACECEILINC FRAME PLAN scALEva• o
A-6
SECOND FLOORCEILINC FRAME PLAN SCaLEI/,'-1 o
0
IS
EACH RAFTER
APPLE
H-au HEADERS BELOW T eE EACHRAr2 TN'reR env z. 1r A ER-ls^ c �m
- PECIFIED z soEEiTVEN>•srRi ow
IN ERAnniNc PIaNH SPAN GREATER m
z-AIUHEnDERswT z^xvo^RAETERs eeEow�nz PTCH-vs^oc ��D7��:.� —
THAN
1 INSTALL 2 JACK STUDS 1 KING
z K +ryo D - ice.-ri
OR AS INDICATED ON DRAWINGS + - ��
EVEeeAtil eeEow z z xa
ry D
F F
v-o• a- TYPICAL AT SAVE
L L 11
BAN 1.7"x B• .o
NI
RLI)NI O PBE, LB
LB
LB
C
y
GI
o OW
EACH RVETER
t
2 VENTING BAFFLE
EACH RAFTER BA'
Qom.
03
Y:NDnp
ROOF FRAME PLAN SC-ALE va•=l,-0
KlF DNH
TIrs
- oTT��NTSTRP E
HR v u
VENT FeEe�A��
w
z�vE
Q�R
FEOODGE
AND A vAEEEv C,
swoTEMs oc Reoee ^w
L
z E
w
z£
p
ffPVC
PAC soFFT w G o m E
oFFT VENT STRIPIS
m 'g
x
� E
TYPICAL AT BEAM wn, Q a �'
FLUSH TO JOISTS `
rOC
12 EXT 8M s THING
TYPICAL AT EAVE
RAISED CEILING 2/11/2020
SC-ALE o SECTION THRU MAIN
x
A-7
0
aw
METHOD DOOR PORH LE)-[)CV
METHOD P�H WITH HOLD-DOWiVS
03
E o
Y
E
W
Q� _
�U w
Q�
� � 3
z i n
tt
w
io0^Eu
~p m E
W~m (r
��m
as _
2/11/2020
LONCITUDINALSECTION THRU xaLEI/4-1 I '� x
A-8