35-003 (3) �SEE h1OTE6 S1=CTION SEGT101�4 SEGTIC>
A>10 sW66T4 r' Ix10 SWIP LAP (SEE NOTE T) 1x10 514IP LAP (3EE Ijo-rm7)
-
$ DOUBLE I k 1./2 P.VV. 5)4%AT4 I 4 TQa.CK� I '/Z PL1/WdOD SHEATHING 2x4
STOP -
U — 7-1
Q (� 4a IIII I TIIITT I4s'�
}.�
I ' 7/ Zx
NOTE 4 r
III � q I a'
�, III III 2 9�� ELL—IPSE Axis I .. 29�.• I ��I i I III — — -----
x
Z3/4 STOCK
N I I I�) I► ——— /-���7 �I z I III �
ROLL-UP GOOKS ---
I
4 .. ��q bVE9Z LAP
PANEL- 3�g P.W.��JJJ VIII � (P.S OTH SIbES
o
--5/4 %� � C>C>I-arz)
F III III -d {2"_ I {III , III( sToP
0
I III 12 � I I z8 I x6 I
III I+ IIII %/;pw.. Z. 10 (2 X 6 AT OUT SIOES)
YI II / / I pI00iZ VtvC„E I I IIII I III / I✓l0 SHIP LAP I —
1I I I I x I I II I --- - - �I
Z_ III�O _ ? 4
STAN VAQD 2ULL-UP
_D F� I I I - I III I I I II °oor= 9'wlvE x7'wc,H I
(FLUSH WOOD-T£XTUt?L
4 1�I1 I I III =_ SUFiFACE?IJO PANELS,
I 7r11 2u G N rp 2x 1-11+11 NO LIGHTS)
—1 _ _ _ III •� L.--�
-�. v ,`,-. —-- • oa,p u SLAB a - �. d 1II
GRADE
./ HINGED DOOQ `- SLID 114rA DOO;Z• ZOLL- UP E;'00Q
n�•A
DOOR DETAILS - THFZEE TYPES SHOWN (_S_EE NOTE 9)
-3
'54 6EVEL (o�l
— '54 1 HOTZIZO/JTAL LINES
II�Zx{I�z.7%g 1�Z ONLY)
F.W.44" BEVEL LIIJE
OF 2,c a G UT
L1WM)7f2UE COW-
yz Pw. 23/° TOUiZ S;40WN)
_ 4 �j
\ TO SUIT - - _6 4 8
� SPIRE '� SCALE=I'- 1-0'
� 4
4
SCALE:%y=I-o --- - 4 I6
Iq 5
2 3/4"
6vz.
--- --- .. `� f�-COPPCR OR ALUMINUM
LO0 V812 --.._ VzxZ--
-}---- (ZEE NOTE 11) -�
--- - — 9 "
xz3i cuPaLA
DETAILS
F-0 V_ uY I - I --„�'�3�r2• �56E IJOTEIt)
SHIN4LE5
I
TJOTE5 WILL V3E
a4"plNIF FOUND Ohl SHEET 2
Z'3 FL AS"4 ELI TOWNSEND&SON,INC.
+1 t-4” P.O.BOX 351
2x8 2"8
CLINTON,CT 06413
- Iz,o4E
2-�Z DIA.TYIREADED �z'v.w. z•g DOOR GuPOLA KE N
NO
rZooS, EACH 5117E OF CU- — 17 y•. DETAILS 1°79
-- 34 -1, 6. I'/2x1'/Z a
SCALE; Y24I"�I' SHEET '7 OF "7
3gH NOTE. 4 j -ry pl O,Ai-SKYLI C�FIT FiZAMi
PLATE PL 4TE PL,ATC -zs4 3HHe"T 2 J
7 -RA FTG7>ZS 3 -REAR WALL{+LATE
_HEAD ?
4 - 0 M
N llxlo CEDAR '„) %=
Cy PSUM N 'm I O �h F d / "S
wPSU>•d 1, -�4 PINE �hli d c I I, II
1x4
Ix411.1T R. !` Ix¢INTR j --PLASH!• be
TRIM � TRiM xZ/" � W
4 0 1
....� 5/L><z EX- _ p W e p d
TGt7.I Ow- (z-zxlz) A Q:1 tJ -1
N I ly TITrIM � ' %q J N J I
� � w D W U
1 F
la I L 0 xN O Q K / / ( roll add
¢ F II �� b- zx� 0
x4 x N Z n I o 0 Ii _ J w a NOR.! F II i
4
4 4 h I < '; z e 'a rn
---
0./ _ JAMB x4 ; Z
I _
Y K
/X2'/' �? 4 BRtbG4l 0 N Ip-
/Z
0 7 STbP Ill Y I N F RlDyc I (�
OAK 2 & D DI I K
THRESHOLD yl I Q
m
9 JOISTS-I}ERO. --RAFTERS—�
77- 7 0 �LOCK41 �L�TC KMEE W6L L' LATE
11 C I
GIRnE''q END I •N
SILL
I I Y4- / LTIESAFTGR4-�
p 4 - 'C. VIE1n/
6 9A PkTR 2 xCO iLAFTEr(s CUT AV•/AY To EX- -- RAFTErss SHOW wI�
Po SE JOISTS Inl FULL
SL Ara' b ;r N. _
DooFt 00U BI_E 2i4 PICTURE —
/ HUn14 WINr7QW
CA,I- : 1°•1.O / 1 i
/ � I SEE
SSE - \
SKYLIGHT
NOTC l2
SHGG•r 2
Ii
p•H, I r PI GT�ICfi �' QAI SH GGT-3 III PIGTURG
II
SASH ►sl.l SASH
�- t4+42' DOOR it �.0'•44` � 'I DDOR � I III 49'•46'
sE�varral L� Zr" �� 3. 78 jI Z4 LT3_ 132 x78I �m I',I"�o STS- 9111 I�
ow
sHrT_g II+ 02 d I' 90
T 34' 34
• ••_--.._ ___--__I -_ 1 __ i ____
I-=-4$" ---oF
,
c z4•
., uN ER f2oCARPTd h''_Lli
N b C i+< R6A 2 C.A.L E
GIRDER POSTS - G,ROER P45T•
?x4
56c EKYLI C.IiT NoTt 11 -
-ON
3 SHT¢
_/'7,
�TADLE � I P,ATC
1,4 OTC m
AT�E
3E%t'6T
i SASH SASH oN S..CeT9
��� I Doort 132,.46 I 132.46" I '
saosT. '� � 32'78 34 00 34
I ow swseTS I .��I�- I' I
•� I I- I L.DISAPP'G
II 34'r ' ,� I II I1 1 ST41Ct UNIT
I I I I
-
~ I-� �.
---
�— _2z ——_' ELI TOWNSEND&SON,INC.
—-'-- - — - --- —- - -----I — P.O.BOX 351
u�r>Erc 264.2 `---S GALE: '/8=I•ci' CLINTON,CT 06413
Glrsbs Po STS DESIGN
SE6 SHEET 4 s=ort STRUCTURAL SIZES, PERTINENT 5TRUGTuRAL NO.
NOTE : Df1AENS10N5, AND NOTE mwsr DETAIL5 I-Tq
SCALE %1I��I� SHEET 6 OF 7
TABLE OF 171MEN51ONS 5NOWN ON SWEET 4
eull.v� -
vEtasK A B C 2-7 E F G H J K SAS H LTS. +
4',p'%6 V-3%- 6'2'%fo 12' l3W 5''27/g l'-d` 6 8' $%Z
ZO O: (4-0789.) (7.3.22x) 0.224-&)- (I? 4.74') 0%7.404) 0.Or,77') (8.7103') ��z 2' z- -316
Z-o•3=ro 6/`
Z1.4 $ 19/6 7.10"/6 Il'- 3/lb 5'-93/4 2'4`L 9' 33/a ,. Fa
18.1307') (T-S9or1') (1I.4.32S'-) 1) 168' (2.2(-77') O-Za1$') z=� 310 2=4"•3'-�� �b
ZZ'8'� B' I1 �4" 9,re`%,� io'•8Va G'-4%8' 3'•O'3/ 9'' 10V4 2'8 4'-2� 2-w^3=to
(8.9389) (9.5573') (I0.71E69') 0+.3$33') (3.01077') (9.8532')
24.0 6'-I174Z 4-0% 1o'•5%z
(9.7470')_ (11.2.239') (to.004re) (69547') (4.Oto77') (10.4246) 2.8 4.2' 2'(0"3'10
RG AR 4lRbE1Z
—Zr-
JOISTS Z-I Do U BLEB SEE NOYE4, sWJ E�"Z
&.,l O 1ST
PLAN /!EW OF' I RACr6rt5 Iesr,R wAt_L. rLAYC
LADDER C3F'TY+/EEN I _
�Tlas ' 2r8 -
7 17 V p I 1
BLOGI<G� Jo15T you OL_BR (2>8)
_PLAN VIEW OF- 1o15rs I 0 �� ! I� IL
LAVU7=-R X-r (z•al o �I E5 W
,us I I r
(2vG) I w i
7 I'
(7.942-3") �4^I` 9w. sNaAYN'C, y� 3 0 0 111
TIfS rZ•P.w. ICI p �W 0
2wa JOIST X p � W�
2r 89%Z' LL
Z s NEAb EIZ 1` J
�LI.ILAK 4- N I v l n 11
� ow cN UI r g4' w 7 %Z) 7
- -0
2>'l0 -RISAIZ GItcDpsw --� '7 I '�.I
JI %q•RE CUSS - - -- — -II �/ •�.
CII I I \ I Q N
/•:1:0.. �uPPRR ENP O
J I II T��S I
2 /60TTOw^ OP JUIST + - S
/ y ,3r Zw ` I '
+ 10
UPI-cm E.Nb wa (
Zr4 L-APS dOSST TOTAL- 2ISE<
6-747
STRIN4EK 3/- UMIT RI SF=103.25-13
= 7942-3,=71%.
InLE TO-PAL- RUN=7_O'°$4' 16 IdW '� '� I W lll lll LL lil —L
LADDI-c IZ,AT SIDE'
UZ IT Rind = $4•-12*7 �- RAFTER- of of Kw
�, SLA6 (RA�TE'RS CUT AWAY Td CXPOSE JO715 Ti)
GRADE y a > FIX<<O LADDrc t2
(SHH NC1TE IOT SHHET Z)
.�n *'AOb FIV I$NCb FLOOfZ
\� INSTAI.LILD
2,.4 I i'
_ _ _ X10TE: SEE SHEEY4 I i�
Ste SK`r C,
LINT I.1 oTi F
.IZ _ OM STRUCTURAL
C oti S�+z ET Z 3 $)ZES,DETAILS, t ��
8-11q � SHFiT¢ =0 t'u2ENCE5. I W I-` t I � I
AICTGN i TAaLE N 07 �
sTUOS '6 -
AT
� 3A9H
OODR � 3G iq4� �I DOOR CAUTION=LAODG2
92 v78 1 I� 3Z-r78 I HERE REOUIISf-�B
m 38- Is + SIV6 ARR'G'Y
S4.IOWN Yo LECT.
I
--
�'— 6'-93/q 4—i�l3-2 �-r. 9'-1••
24-0 z5-4°/�,
-
--------- .2-..T " b_rl t ¢_sA_R �IRO_�rc_PO_sr_s�rJ-`IT--1J r't--- -- -- �-
Il -`1 _ - - __ -_ _-1I__ti �___- _-r \ G ICDi R1sOST ` ��APRON
FA CIA - - -- '�-z-Q F2AF-rsFz,
/ SEE w-r z (NOTcN ouT AT TlE)
Jos �2 pw SHEGT 2 1•r
/ w2x� � %Z P.W.SNEATH4 + "f RAIF'rEI>Z (2+rG)
Z.r-r1E _ \ �-.�, Y" P.W.SPACER (AT -r1E w-AFTER ONLY)
I - -�\ - SMlN4LE5 fI IT-�jL�Ttrc(2x6) Jpts`I-
ELI TOWNSEND&SON,INC.
P.O.BOX 351
CLINTON,CT 06413
11I I IwIq CEDAfe / / 1xIo 4x10 C6rJAR DESIGN
><IZ I+ I ( P.W. / / ¢eoAFa, (5411P-LAp) STRUCTURAL No.
I+r ICI CM=1ArZ 2°
S141 P-L DETAILS
( . AP) \ / 2 1 1g
2x4 SCALE:'g�1411L,Y11=1' SHEET 5'OF'�
S i T
TA 7"1 SHEET rj,
F6R LETTERED o1M F.N 510NS
n � � SEE NOTES'1zj\
�' / 1
PLATE Q 2,--, .,b @ PLAT[
+(D (2-Zr4) i, (22r4)
V� -xCooc SN�ATN-
�� H- }6 P.W.
17£YA V
1" I�WIN�DOW ,�
>•1-O" F,3�' SEE--LEI) Y 2k4 STUDS
4 �% I sA:H-
-� i (ovE:R JotsTS)
2rCo YI E5 AT
i2" 51ZE I
13..% �' 2+'BJOISTS��_I.. T16S AT ALL.
ALL- RA FY RS _ I----__1 p.
�Ifo=O•Low G� _ {- i eU tll 'Q RAFTERS (LAP
i
(LAp JOISTS 1.5°) (� - 2,.¢ STUDS (SEE NOTE rj T I N r JOISTS 113/-
N
(56E OTES!t� 2-) �f (ovER JO15T SEE
g)� If � �N I d' I 4
G --SHAM(o.iclZ Joli!5T $Rloa'4� N a Y2•P•W ml"
1 F - 1 / IL SES t�ETAJL
SHEET
GI
on't z-z n z•2�q
- _ GIR C, R(2.2K12 WITH
W. ACER
S P )
2'.Svro'-6' I DISApys-rwllz / .
(aMw lorclo) JOIST LCNGTH-lam o
JAW OoOR I' I Gn�%4a-24 L1 y"T
d o. 2.•�1a..- - it 6 w-II�"� I�r �II� �I � ;I �.. WI ND�O W 5-�01,�••
NO(TSEizS e N�O�T-,E
F)
4" I _17 SASH
I —1
--�1 -- -
+ 4 DIA. POST %Z pIA, AtJ C!10(z /3 LILT$
I I I
SLH NoTES� I � MID SCAN I I \N ( II ON r.10MIQALLY ro GT S.
_ I 2
= 6 7 I I of gIRb�R °
16 16" ' 16" 16 SEE NOTE 4) i) M 1c;
N II
I _ ,1 II I I — 2x4 STUi7531�o O.C•
{1}�yTIL ;j 2+a6 SILL APRON (POU R
$L AB II - WITH 5lA8) GtZAL?E7
T
�aRADE I+ .I••• •TOIL OF•5=0UNDATION BA.ZTH(TAME•)Ott • I�` �'_2 T EXTENC,SIvE
F-8 SYO NC' BALLAST lO .5--1-�1 .I° - }*r A
F�D'T'� WLL
.. ,.I.n i -. 2 _O" < ' . • FOR PRO57
y' -
8•+�8 HARRtE-i[
FROST LINE •y 5-i/2 } C6NTER{af7 UNOEry 4 POST
II •1 i -- -- I�cupoLA� - ELEVAT1 ON
.�I f SCALEI4•_I�
K24 SEE irRONT
'5�4. FuRRtN4 I I i RIpGE II I I ELEVATION)
0
% ON-1z O PL ATC:2-2+
Q � 4 (IZ6Aiz II 2APTER TIES MAY ?6 1-
% PL ATP tioT SHOWN
Z N � �I � ) I I� � ��nPP,=b To >=I-rH><tz SIDE
N _/ I I I; OF' JOISTS Ate^ RAF'Y-
I* x f_
3 (V 116 ROUGH C1oENINCC FOR ;y'•
a —� OISAP-EACZINC, sTAtRS ( ZXCo RAF'T'ERS
,I %•f?y,J '-� (SECS
(-4) \6RIV GIN4 I�"p NL -2•ro TIES ZNS JOIST A'I' SIC7EjELSE-
TEi-_S, Ut.1pER 2AFT-
---- -
I NN I -Jo1ST D6LR� SoLly I�Z bLOCKy Ov ER. GIRDERS Ems
I
zr8 I P,W, 6ETWEEN ENDS OF
�� J O 1ST P _ �-�-- - . -�, +� i a - '�T _ , %L
Z-2r12 GIrZ O1S 11. I I kg• m Ij ~� RAF YPR ANb TIE (AY
•0 �_ / R I -R A.ETE-fZS SIDE ONLY-SEC SHEET rj�
. I
VI
3 X I '24" I —� C FRONT ELEVATION
N I /2 F'.WSFLEATHI%1G1 REAR
• a �xG � (S tN4LE P4N EL3) I REAR ST RUC• 1
I - wloTWS As SHOW N,
.$ILL_ I - cuT ro LLNes IuDI- STUDS TUBE
CAYEOj SEC NOT66 I I6 0.G. I
ANv sH[.EY 7_ I t
12-2.4- M � 2r4 BLOGfCIN C�
• 'I {SYUP ARR'GT AT ALL
0-O 10.0
DETAIL- A" j I 4"OIA.STE[ECLpoST UN Z-2KI II`__ FOUR CpitNEtZS
x
11' D6EZ RGA2 calKOiC 2 ¢S
(SEENOTC 7) I II• (5�E NoYC ¢) 1p II II 1 MOTES WILL �E
SC_A..{LEI�1' I" TOP Oi" F"O UN DA-TI OEJ TOP OF' 2.6 SILL I I FOUND ON SH>ZEr 2
4" 1 4
N S L A tb r�11
4t2A0E ' '. avnto '. :'tn '..>, � LL-T
FOOY4 ,-. gPit°N FD TN WALL + 1 _ ELI TOWNSEND&SON,INC.
-k9 gM$Un1bETZ P.O.BOX 351
t" t�,2 APRON oNw) 2' 1-I.I.
CLINTON,CT 06413
F CTN • . ^. RGAEat 41QbtR
51DQ ," 1 O-O" •I I
WALL •�Z' a -L'j+ < REEA3i MALL 6-' I1 �i G• B'r 12° DESIGN
4" R•°G>T'Q. z4"x Z4' STR u CT u A
.N �� '" ° ' N D ETA I L5 L 1'79
{�--H-%1 DE WALL FAT 14' ' - -_ _- I
a.m 4 ( ) SCALE I_1� SHEET q.OF "r
APRON FtJTN WALL
— - _ –
--- —rte
Is—=.1-
N N
l7
I
.II iiI it
- -
�_f-11
�I
I
_ � N
-- — --
:
I II
pOX ! i hill l
TI tj A -
j
°p
Mm-i z y v I ! ! I I
ctnF �I
m�0 I ---- -_
I i
LA�A
iL off➢ o __ �-- yy � �
TI N lilil i I p II
o ! I I N j rlr
I � I:
0n1� p
I
y _
y �U1 to )>
z
V N 1— _ I, — - z�I
--� III
>� o
C
M � � ° <m mi
m zo
M - O Q N �
� N N I -
W :, z
N
o A
These plans for the "Carriage Shed", a flexible early American design,provide details to vary the building depth from 20'to 24', at 16"in-
crements, and to vary the front arrangement as desired. We have shown five possible side and four possible front arrangements,any combi-
nation of which can be used,,thus, twenty arrangements are suggested,and an infinite number of arrangements other than those shown is pos-
Bible. The framing details for doors, windows, and basic structure can be utilized to construct any variation you may wish to employ;for
example, the side of the building opposite to that shown on Sheet 3 need not have the door and/or window arrangement shown;a shop at side
could be enlarged or made narrower than shown;the building could have 8 car bays;or 4 car bays with a shop and/or passage at side;etc. The
scale of the drawings is sufficient for clarity, ranging up to I"per foot for details. The 118"per foot scale drawings are for pictorial presenta-
tion, or for guidance in framing arrangement and the establishment of materials required. Importantly, the size of the drawing sheets accom-
modates easy reproduction by duplicating methods available almost universally today, to make up the plan sets required for construction pur-
poses;a method of reproduction should be chosen which minimally distorts the drawings. The copyright of the design is for our protection
from malicious infringement;the purchaser of our designs may feel free to make copies for his own use in his construction efforts.
L Local codes, applicable regulations, and requirements peculiar to the area of construction should be reviewed and complied with in con-
struction.
2. The foundation walls are shown as 8"thick poured concrete,alternatively, 7-518"concrete blocks can be utilized.
3. The basic foundation and framing arrangement is shown on Sheet 4 as a 20' x 20'building;the method of increasing the depth is also
shown. Constant reference to this drawing is required for all arrangements. For a building with a front dimension far greater than any
shown on the drawings, internal lateral Xbracing must be installed(perhaps in a partition wall)to the rear of the rear girder,perpen-
dicular to the rear wall, located such that no part of the building has more than approximately 30'between end walls or such lateral sup-
port(s)and an end wall.
4. The span between supports for the second floor joists(15'-0%"minus 7", or 14'-5%") is constant for all arrangements. Girder sup-
ports(comprised of two 2 x 12's)are in turn supported by exterior wall studs, steel posts(or say 5 x 5 adzed wood posts), or 4 x 4
posts in partition walls, the posts no greater than 10'apart, edge to edge, the posts requiring masonry supports with footings the loca-
tion of which should be established before foundation work commences. Any joints in the 2 x 12 girder members must be staggered,
and the joints placed over supports.
5. The second floor joists(2 x 8)must extend, or be extended, to the front and rear rafters(except as noted in 12, below). On the drawings
the joists are shown as 16'long, with a front overhang of 113/4", located in the plane of the rafters except at sides, with 2 x 6(for nailing
efficiency)tie members lapped to and extending from each joist end to the rafters. Where pocketbook permits, the joists can be one piece
from front to rear rafters(length required is the same as building depth), obviating the ties, with the joists placed on either side of the
rafters.
6. The drawings show 1/2"plywood sheathing on the building exterior. The sheathing on the front wall is specially applied, as shown on
Sheets 4 and 7, to insure lateral stiffness for that wall which has large openings.
7. Exterior wall covering is shown as 1 x 10 ship-lap cedar boards. If combined sheathing-and-exterior-surface material is used, such as
Texture One Eleven plywood, or equal, see Detail "A"on Sheet 4,liners must be placed behind the,fascia members below the lap line,
and the second floor window jambs may require width adjustment. Use white pine for window and door trim,and fascia members,all of
which are shown on Sheets 5 and 6.
8. Roof covering can be asphalt,plastic, or wood shingles.If wood shingles are used, 1 x 4 boards spaced at the shingle exposure,fastened
with galvanized nails, can be used in lieu of the 1/2"plywood roof sheathing shown on the drawings.
9. Three types of vehicle doors are shown on Sheet 7. (Note for cold climates: the sliding (by-passing) type is difficult to make
weathertight.) The ellipse over the door opening is described by drawing the point of a pencil(as at point "C')along an 8'-6"length of
wire or cord affixed to points "A"and `B"shown on the drawing.
10. A disappearing stair unit,or a fixed ladder(see Sheet 5), the choice and location determined by the limits of arrangement,can be used for
access to the second floor.loor.Possible locations of each type are shown. Safety rails must be installed at the ladder opening,and hand rail(s)
at the side(s)of the ladder.Alternatively, outside stairs with 8"step rise and 9"tread, at the building side, with a door at the second floor
level, can be installed. Cropped joists must be headered to adjacent joists.
11. The cupola can be built on the ground in two parts, the separation being at the lower end of the upper trunk. The base of the cupola, in-
cluding the upper 2 x 3, can be fastened to the roof ridge, and then the lower edges of the pine side members of the upper trunk can be
lowered around the 2 x 3 and screwed fast. If the framing around the louvers is thicker than the pine side members, the periphery of the
back of the framing should be reduced in thickness to provide a flush exterior surface of louver and trunk boards.
12. Skylights on the rear roof are suggested(with no consideration whatever for a shed dormer). Suggested size is 30" x 46"(makers'dimen-
sions vary).Locate to suit;the lower unit shown assumes the space to the rear of the rear girder is open from slab to roof, with the ties ex-
posed, and no tie under the center of the skylight. On a 20' depth building avoid placing the units in the center to avoid the cupola.
Typical roof and tie framing is shown on Sheet 6;flashing must be installed around the periphery under the shingles.
13. Depending upon the location of the building, and/or the use of space(s)within it,fire resistive inside wall and ceiling gypsum wallboard
covering may be required in at least the garage space(check local fire regulations);if installed, 1%2"thick solid blocking fire stops must exist
or be fitted in wall and roof closed framing spaces at floor and ceiling levels.
14. Wood structural material assumed in the design is No. 2 grade, or better, of Douglas Fir-Larch
(North), or No. 2 Southern Pine, or wood of comparable strength and weight characteristics.
Reference:National Forest Products Association, 1619 Massachusetts Avenue, N.W., Washington, ELI TOW P..O.O.BOX 3 SON,INC.
O 351
D.C. 20036, CLINTON,CT06413
15. A name board, 1"by 7"by suitable length, hung over the door(s), adds a nice finishing touch to the DESIGN
"Carriage Shed". NOTES t NO.
SCALE; N-A, SHEET Z OF 7
r .
� f
r- t
r,
n '
THE GApziZ1A4E SHED
CON STRUCT1OW DETAI LS
rao. KD5".1 =
� " LL _7 ELI TOWNSEND&SON,INC.
P.O.BOX 351
CLINTON,CT06413
o �3/ �� \\\ DESIGN
�
Al- PERSPEGTIVE NO.
VIEW I-T9
Q ELI TOWNSEND 8 SON 1976,`80 1 CALE N.P,. SHEET 0;r 7
Department of Environmental Management/Division of Water Resources
WATER WELL COMPLETION REPORT
WELL LOCATION /
Address '71� iriJ�� `4 'fit d t:
City/Town A 1 0-'i �'ELK 1,—�U rA
G.S.Quadrangle Map
Grid Location
Owner rl A �t,�A n
Address t A - t ,
WELL USE CONSOLIDATED WELL
Domestica-11public ❑ Industrial ❑
Other Type of Water-bearing Rock
Water-bearing Zones
Method Drilled / 11 From n To
2) From To 1�2�
Date Drilled 1 `~- ,� _ 3) From f� �, To r,7_�
4) From To
+CASING /r Depth to Bedrock
Length �� ' Diameter �jr>
Type UNCONSOLIDATED WELL
STATIC WATER LEVEL Water-bearing Materials
Feet below land surface 1 <T Sand: fine❑ medium❑ coarse❑
Date measured Zkeg — Gravel: fine❑ medium❑ coarse❑
GRAVEL PACK WELL Screen:
Yes ❑ No I. 1,,,..�" 'Slot length from to
��.•++ Split Screen(or 2nd screen)
WATER QUALITY TESTS MADE Slot# length from to
Chemical ❑ Biological ❑ Depth To Bedrock
` aj4o4-)rL., -ne—ri PUMP TEST4.
/r� y�
L%j O C
Drawdown feet after pumping days —1h rs at GPM.
i How measured Recovery feet after hours.
LOG of FORMATIONS COMMENTS: (On well or water)
Materials From To
DRILLER � , �
Firm �� e7 Y �i � + t1t! = a
Address r ►.�
r City
Pr Registration No.
4erat=,2r's ignatur Z4,
Please pant rrm y
BOARD OF HEALTH__C0P__Y-_- saM->o�as-sanot
__ _---
Water Works Laboratories, Inc.
" 60 Elm Hill Avenue • P.O.Box 687 Leominster, Massachusetts 01453 (508)534-1444 1.800•LAB-,
' an Masi.
Names 1.7e L:::and<::. Sample Locations 1..-ot 73 Turkey Hi
r"rc:dra;s g >°! Miller Avenue hdor.g..!°sampt:on Ma
City: ::c:?,...c !_:r ;.m p t:or) Sampled B y, o I...l en s h as w Well U r•i l l i.mi
State: Ma-::. Zip Codes 010 Invoice Numbers 18916--2113
t:.t.ri Date •• 01/16/89 P. D. No. .
WA..L'1::::R G?t.kA1...1.TY ..1.1..ST RESULTS
'i.f' Primary Standard
IS) Secondary Standard
TEST''..', RESULTS LIMITS
C:;o l i f o r•m Bacteria 0/10(:r 4/100 ml
Fecal Bacteria isl='.p N_L' 0/100 MI.
Standard Plate Count N-1- 200/100 0 ml
Arsenic M]- 191) 0-0.05 Mg/l
`:Sodium i;3 4 ••6() 0.....250 m(:;1/l
Copper : ; N1:) 0.....1 mc:1/1
Iron {0- 3 .0) 0....0•• 30 mg/ 1
Lead t F'. NI:) 0-0.02 mg/l
Manganese i.'c,•, O,• C—) 0-0.0 5 mg/l
Magnesium 2.2(-') 0-'-200 rrc.1/1
calcium 1.i „2() 0-200 m(:1/1
Alkalinity GS; 44 .00 ICIO L..1Ml1..
Chlorine IraD 0.....0 .05 mg/l
Chloride IS] 3.0) 0.....250 mg/l
Hardness 50.8C) 0--160 mg/1
Nitrate •;1:::•) N1:) 0-10 cng/l
Nitrite ND 0°-1 .0 mg/1
Sulfate IS: NI:) 0-._250 mg/1
Ammonia ND
pH {S.i 7 .8c'_i 6. 5•--8. 5
Conductivity 117.00 0--•:550
Color IS]. 20-1.. 0-15 CU
Potassium ND 0-•-250 mg/1
Odor IS! ND 0--3 TON
Turbidity fP; 35. 00 0-5 N-C'U
Comments
NT - Not tested
ND - Below level of detection for this parame'ter.
F or those items tested , this sample meet Reported By: Eric J . Kozlowski
1
the following EPA criteria for drinking water.
I JPr jmaar•y { Secondary C IC I Neither Date: 01/18/89
0
• �.!/E'�2af4��I"LP_/Z�i ��/ZLRU
dIIEL S. GREENBAUM
Commisswner
JOHN J.HIGGINS Qp /,
onal Environmental Engineer .{t36 �U1;Z1d G-eely YI it� UOe . fad& 07703
141.77 784-1100 -- - 7 U 7-1964
This Department is in receipt of the following application-filed in accordance with the
Wetlands Protection Act, General Laws Chapter 131, Section 40 ("The Act") .
N.�ME Peter H. Kunda
34 Miller Avenue
Southampton, MA 01073
OWNERS) OF LAND same
CITY/Tore M• Northamptmi LOCATION: 'turkey Hill Rd. Lot 3
This project has been given the following Wetlands File Number in accordance with the
P_ct, 246-208 Please refer to this file number vben making any future
comnunications with this office. -
The following information is missing and must be orwar en this office for a complete
filing in accordance with the Act and the Regulations 310 OIR 10.00, GI-2.
( ) Two .(2) copies'Zof a completed Notice of Intent (Form 3 of Sect. 10.99) or
Abbreviated Notice of Intent (Form 4 of sect 10_99) , whichever is applicable.
( ) Two (2) copies of plans, supporting calculations, and other documentation-
necessary to completely describe the proposed work and mitigating measures.
( ) Two (2) copies of plans showing compliance with Title 5 of the State Environ-
mental Code, 310 CMR 15_00, if applicable, i.e., whenever a subsurface sewage
disposal system is involved. (See part 1, Sect. 15.02 (5) of the Regulations_)
( ) Two (2) copies of an 81� x 11" section of the USGS quadrangle map of the area
containing sufficient information for the Conservation Commission and the
Department to locate the site of the work. .
( ) Plans should delineate all site areas subject to protection under 310 CMR 10.02(1)
( ) Plans and supporting documentation should indicate how the proposed work meets
the requirements under 310 CMR 10.54 -10.57 for those areas subject to
above that will be altered by the proposed work.
( ) Application has been forwarded to the Division of Waterways to determine- if a
Chapter 91 license or permit is required. A decision will be issued by the
Division of Waterways within 21 days.
( ) Application will be forwarded to the Division of Waterways when the above
required information is submitted.
cc: Northampton Con. Comm:
• SEE REVERSE SIDE
tW1.464 f A -
6
�G SHED -
Td A-le
StauE' ?-TNL'-c!•
S7roE
.�• 93. '® +1. E3 O
® M 11 ED EM ® ® m
c.a �, • l` f _ _ i' _ -`: _ — a _ may.,% '� F
STc7•uE��D /O - p`
ssrtf E'tISTi vC SL
,cxit e� w01O.r 4111L AM" GCE 1.v,Qet-p.P,0,,dAX--r wiry THE _5r47-6
Co DE - 7174,ye -T. _
�t SE /A115 kdE E
Af
'oky 7W
J7+/E G,4&0,(,,
E �C YE/J�YDTH�G7�t O E P rAV OF Nd
P/T, IYNjCH�rE� /�
ALMER HUNTLEY, JR. a ASSOCIATES , IN(
REGISTERED LANO SJRdEYORS Z CIVIL ENGINEERS .
125 PLEASANT STREET
NORTHAMPTON , MASS .
~ LEACHING PIT DESIGN
Precast Pit Used: /O ' Long x y`-- ' Wide x Z ' Effective Depth
Using of stone all around,-and -3_• of stone under pit.
SIDEWALL AREA: r
/c • Long x S ' Effective Depth x 2 Sides = 8C� SF
43 ' Wide x Effective Depth x 2 Sides = 3o SF
Total of Z !O SF (Sidevall Area) x /•ls Gal/SF = 387 Gal/Pit (Sidevall)
BOTTOM AREA:
B ' Long x /3 • Wide SF
!
7Z--2� SF (Bottoc bred) x 0' G3 Gal/SF /V7 Gal/Pit (Bottom)
t
38 7 Gal/Pit (Sides:a -1)
+ 1,17 Gal/Pit (Bottom)
TOTAL Gal/Pit (Designed)
• Without Garbage Disposal: Total Gal/Day (REQUIRED)
• With Garbage Disposal: 1.5 x .330 Gal/Day (Daily Flow) = `/9J� Gal/Pit
(REQUIRED)
Using yQJ� Gal/Day (Daily Floss) S3 Gal/Pit = / Pit(s)
ALMER HUNTLEY, JR., & ASSOCIATES, INC.
LAND SURVEYORS - PROFESSIONAL ENGINEEERS - LANDSCAPE ARCHITECTS
PROPOSED DOMESTIC SUBSURFACE DISPOSAL STSTMI DESIGN
Prepared For: 0�
Location: 411 Aae- , A47�4,w42 /
Number of Bedrooms: 2 Garbage Disposal:
LEACH AREA DESIGN
Z Bedrooms a 2 persons/bedroom = persons
y Persons x 55 gallons of wastewater/person/day Z Z-O total gallons of
wastewater/day. A /- S = 34C.
Percolation Rate: '7- O min/inch e"N "Alm Aaa.?
Gallon of wastewater/square feet of leach area for a Percolation Rate of:
g . O min/inch = /. L T Gal/SF Sidewall Area
G . 43 Gal/SF Bottom Area
* If a leach bed is to be installed, no sidecall is allowed.
* If percolation rate exceeds 20 m'"/inch, no bottom area is allowed.
SE?TIC TANK -
* WITHOUT GARBAGE DISPOSAL:
Gallons of wastewater/day x 1507. REQUIRED effective liquid
capacity of septic tank.
RECOMMED: Septic Tank
* In no case will the septic tank be less than 1,000 gallons (effective liquid capacity) .
** WITH GARBAGE DISPOSAL:
3 30 Gallons of wastewater/day x 2002 = 6-4,0 REQUIRED effective liquid
capacity of septic tank.
RECOMME;1DED: !So o Septic Tank
** In no case will the septic tank be less than 1,500 gallons (effective liquid capacity)
ALMER HUNTLEY, JR., & ASSOCIATES, INC.
Lik.ND SL:RVEYORS - PROFESSIONAL E.NGI'.%E RS - LNNDSCAPE ARCHITECTS
Al '
r^ Issued By Northampton Conservation Commission
Signature(s)
�j
� 0 . Ct2C
This Order must be signed by a majority of the Conservation Commission.
On this 29th dayof September 19 88 ,before me
personally appeared Ralph Emrick , to me known to be the
person described in and who executed the foregoing instrument and acknowledged that he/she executed
the same as his/her free act and deed.
WENDY MAZZA
rrn r n t?V AT T AIr 7T
Notary Publi My commission expires MY COMMISSION EXPIUS,
OCTOBER 24,1991
The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land upon which the proposed work is to
be done or any ten residents of the city or town in which such land is located are hereby notified of their right to request the Oepartment
of Environmental Quality Engineering to issue a Superseding Omer,providing the request is made by certified mail or hand delivery to
the Oecartment within ten days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified
mail or hand delivery to the Conservation Commission and the applicant.
Detach on dotted line and submitto the Northampton Conservation Commissio
Wior torn in mantofwork.
To Northampton Conservation Commission IssuingAuthonty
Please be advised that the Order of Conditions for the project at
A
Frle Number_2 46— � has been recorded at the Registry of and
'
has been noted in the chain of title of the affected property in accordance with General Condition 8 on 19
If recorded land,the instrument number which identifies this transaction is
If registered land, the document number which identifies this transaction is
Signature Applicant
5-4A
ATTACHMENT "A"
NOTICE
OF
POSSIBLE WETLAND RES'T'RICTIONS
UNDER M.G.L. C.131, S.40
Pt& n 1 't-'7LA , the owner of certain property
located at `o•¢��ec tf Syee%��� orthampton, Hampshire County,
Mas chusetts,b e' �ameproperty c a in a deed from
$d and recorded in the Hampshire County
dated �� f y do hereby state that
Registry of Deeds at Book 3/ Vy' , Page
said property may be subject to the provisions of the Wetlands
Protection Act , an Order of Conditions and/or a determination of
applicability from the Conservation Commission of the City of
Northampton. Any construction upon or alteration to said
property may require action by said Conservation Commission.
I hereby agree and state that any instrument conveying any
or all of my interest in said property or any portion thereof
shall contain language substantially as follows:
This property may be subject to the Wetlands
Protection Act , an Order of Conditions, and/or
a determination of applicability from the
Conservation Commission of the City of Northampton.
COMMONWEALTH OF MASSACHUSETTS
. HAMPSHIRE, ss 1988
Then appeared personally the above named
and acknowledged the foregoing to be his/her free act and deed,
before me_
r
<< Notary Public
My commission expires
.� Q
DEQE File No. 246- r 6,R
Special Conditions (continued)
8) The Applicant shall notify the Conservation Commission, in writing, as to the date that work will be
commencing on the project. Said written notification must be received by the Commission no sooner than
ten (10) days and no later than seven (7) days prior to the commencement of the approved activity.
9) (if checked) The Applicant shall complete and execute the attached ATTACHMENT "A"/NOTICE OF POSSIBLE
WETLANDS RESTRICTIONS UNDER M.G.L. C. 131, S.40 relative to this parcel
Said ATTACHMENT "A" shall be attached to, become a part of, and shall be filed with this Order Of
Conditions at the Registry of Deeds. The Applicant shall return a copy of the completed and notarized
ATTACHMENT "A" to the Conservation Commission when the bottom portion of Page 5-4A of this Order of
Conditions Of Conditions' is returned. (X) YES ( ) NO
10) Any fill used in this project shall be clean fill only, which can include earth, sand, gravel, rock, and
loam. The applicant is prohibited from using demolition materials, asphalt, large chunks of concrete,
tree stumps and limbs, and general refuse.
11) Hay bales shall be installed in accordance with ATTACHMENT "B".
12) a Certificate of Compliance or an Extension must be obtained prior to the expiration
of the three year life of this Order of Conditions.
13) The hay bale siltation barrier shall be placed 50 feet from the edge of the resource
area and shall serve as a 'non-encroachment line' whereby no work may take place
beyond this line, any closer to the resource area, without prior authorization of
the Conservation Commission.
5-3B
Plans:
Title Dated Signed and Stamped by: on File with:
Plan of Proposed Sewage Disaposal 8/24/88 John G. Raymond, P.E. DEQE, Consv. Comm.
System for a Lot on Turkey Hill
Road, Northampton, MA Prepared
for Peter Kunda
Special Conditions (Use additional pager if necessary)
I) All construction areas shall be restored to original condition or better upon completion of the project,
including vegetation;
2) No areas within the 100 year floodplain nor within 100 feet of a wetland area, as defined in Chapter 131,
Section, M.G.L., shall be permissable disposal sites, unless otherwise approved by the Conservation
Commission;
3) Excavated material and topsail stockpiles shall be located and stabilized so as to minimize washing into
wetland areas or waterways;
4) Adequate measures shall be taken to prevent erosion and siltation of all disturbed areas;
5)
This order of Conditions shall apply to any successor in interest or successor in control;
6) Members and agents of the Conservation Commission shall have the right to enter and inspect the premises
to evaluate compliance with the Conditions and to require the submittal of any data deemed necessary by
the Commission for that evaluation;
7) (if checked) Upon completion of the project, the Applicant shall submit a statement from the Project
Engineer that all work has been done in conformance with the provisions of the approved order of
Conditions.
( ) YES
...............................................................................................................
(Leave Space Blank)
5-3A
Therefore,the Conservation Commission hereby finds that the following conditions are
necessary,in accordance with the Performance Standards set forth in the regulations. to protect those inter.
ests checked above.The Conservation Commission orders that all work shall be performed
In accordance with said conditions and with the Notice of intent referenced above.To the extent that the fol-
lowing conditions modify or differ from the plans,specifications or other proposals submitted with the Notice
of Intent, the conditions shall control.
General Conditions
1. Failure to comply with ad conditions stated herein,and with ail related statutes and other regulatory meas-
ures,shall be deemed cause to revoke or modify this Order.
2. This Order does not grant any property rights or any exclusive privileges:it does not authorize any injury
to private property or invasion of private rights.
3. This Order does not relieve the permittee or any other person of the necessity of complying with ad
other applicable federal,state or local statutes,ordinances, by-laws or regulations.
4. The work authorized hereunder shad be completed within three years from the date of this Order unless
either of the following apply:
(a) the work is a maintenance dredging project as provided for in the Act.,or
(b) the time for completion has been extended to a specified date more than three years,but less than
five years.from the date of issuance and both that date and the special circumstances warranting
the extended time period are set forth in this Order.
5. This Order may be extended by the issuing authority for one or more periods of up to three years each
upon application to the issuing authority at least 30 days prior to the expiration date of the Order. E
6. Any fill used in connection with this project shall be clean fill.containing no trash,refuse,rubbish or de-
bris,including but not limited to lumber,bricks,piaster,wire,lath,paper,cardboard,pipe,tires,ashes,
refrigerators,motor vehicles or parts of any of the foregoing.
7. No work shalt be undertaken until ad administrative appeal periods from this Order have elapsed or,if
such an appeal has been filed,until ad proceedings before the Department have been completed.
8. No work shad be undertaken until the Final Order has been recorded in the Registry of Deeds or the land
Court for the district in which the land is located,within the chain of title of the affected property.In the
case of recorded land.the Final Order shad also be noted in the Registry's Grantor Index under the name
of the owner of the land upon which the proposed work is to be done.In the case of registered land,the
Final Order shall also be noted on the land Court Certificate of Title of the owner of the land upon which
the proposed work is to be done.The recording information shall be submitted to the Commission
on the form at the end of this Order prior to commencement of the work.
9. A sign shad be displayed at the site not less than two square feet or more than three square feet in size _
bearing the words, "Massachusetts Department of Environmental Quality Engineering,
Fie Number 246- �✓
10.Where the Department of Environmental Quality Engineering is requested to make a determination and
to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings
and hearings before the Department.
11. Upon completion of the work described herein,the applicant shall forthwith request in writing that a
Certificate of Compliance be issued stating that the work has been satisfactorily completed. _=
12.The work shall conform to the following plans and special conditions:
5-2
f
FOn�m S DEQEReNo. 246-
(To be provided by DEQE)
( ( Commonwealth Clty,Town Northampton
of Massachusetts Kunda
Applicant
Order of Conditions
Massachusetts Wetlands Protection Act
G.L. c. 131, §40
From Northampton Conservation Commission
To
Peter Kunda same
(Name of Applicant) (Name of property owner)
Address 34 Miller Ave. . Southnngirnn, 01n7Addre�S same
This Order is issued and delivered as follows:
Q by hand delivery to applicant or representative on (date)
U by certified mail,return receipt requested on Oct. 11. 1988 (date)
This project is located at Turkey Hill Road (Parcel 3 of Sheet 35)
The property is recorded at the Registry of Hampshire County
Book 3149 Page 0219
Certificate(if registered)
The Notice of Intent for this project was filed on 9/1/88 (date)
The public hearing was closed on 9/12 Z 88 (date)
Findings
The Northampton Conservation Commission has reviewed the above-referenced Notice of
Intent and plans and has held a public hearing on the project. Based on the information available to the
Conservation Commission at this time,the Commission has determined that
the area on which the proposed work is to be done is significant to the following interests in accordance with
the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the
Act(check as appropriate):
❑ Public water supply ® Flood control ❑ land containing shellfish
❑ Private water supply Q Storm damage prevention ❑ Fisheries
❑ Ground water supply Prrvep1tio.oaf pollution ❑ Protection of wildlife habitat
5-1 nl
Effective 11/1/87
CITY OF NORTHAMPTON, MASS.
October 7 1988
THE BOARD OF PUBLIC WORKS
The undersigned respectfully petiition your honorable body for
Permission to install driveway at Turkey Hill Road
Fifteen (15) foot maximum width at the street line. Gutter drainage not to be
disturbed. All drainage shall be directed off the driveway surface to
adjacent land and not on the existing roadway. Driveway surface to be
paved if the grade of the proposed driveway exceeds 3% or more.
By: Peter Kunda
34 Miller Ave.
Southampton, MA
Proposed Location
Inspected by:
Gravel Base Grade
Inspected by:
Final Approval:
THE BOARD OF PUBLIC WORKS
Voted that petition be granted.
Paul 0. Hadsel, Director of Public Works/
City Engineer
(SUBJECT TO ATTACHED CONDITION 1 & 2)
ZONING •
FRONT DISTRICT
.
SIDE YARD SIDE YARD
REAR YARD
LIX._SITE OR PLOT
................. _ ........................,....
Won mammon Nrnwntiiiiiii iirsiiiiiiiiiiiiiiiiiiS,�,�iisiiiiiil� rii3�lul��GiiSiiiiiiiii13�i�siiGOiiGiSiiailiiiiii i iS3i3LiiiCiii�iiiCLaa.a•H.NH■un/r•aftr•ffu
■_:=': =r::L;;$ oL�f.�fa•NH•HLNZ r.: ffnZ is�::LLiris:;LL;iiri••=i;;is;i=uiiiiS�$LLai.•fHn•a/f ■ nrHfnNH.oH■Hru■o■..uHUr.uHHO■N•
r ' :s:::::::::;■:•:L f• mum n n.■m■Nnwauwwrlglrn.n■nnO■.nH■a■Nf N.lN■a.
■a•..
so an f • sense •La N R■ t■ • • r:wn\ti•� N \a ;ival■t�f%;Lirf:�:: Hai}fffn■aHitanin ffNtar■Na■rHanr■/•Nr1
:. ■ Ia:� � �� s �I �•■s• L:.'uo.oNHnnuL■H■rennin n■■n•urHH■
•s ' rr��i iiii.ss' � ■I�nr • NNrur nnoon■unN nnruu/o uamfuau.
's N s:.:. • • .! • : :'\L wiiii.■usaals: '� if':ss•;ii •■ a• anan•arorrrunn.nrNN .RNn■N/■.u.
�Lwa:Na1H■/lw■\t\ni■nth/Nar.N•■■/r.■nrr.■rent/■
iN• • :a w/ • ■t !n•■ M was"
as • a■NO nOHa■ ni •■ ■ nNa.nnHHa/rnN
u : :: : s:• :_ ':$ :s'mss14:li .: N ■ • .r i�a•.I■�'�■Luau■Lr■aun•QNr:LuL.Lunuan.nun■■■ua
• r si: N s': :$s a sa:� as r: :: s:i:::: uiw:s; : �
$ n r.: ilii-3'iL '�f• t w:$ tL nriiiL:r ii �I:L$aoL■■:�1'narL=Sr:nn. /$f S•n•nrf$nrnaf•r•aunfutL.Sr•
• • • • s ■n . ■ u an r■w N ...NHN■.uNU ■■.■nnoanu■uN r nf.does"
:LLlL n L • ' .. i LS.�s $� ■ L!t■L'R r!a$ ;:/'r:���■ '%LL:S:1�L:::L:uy..:HLL;CLL'n'�LLCL;:;:::sM;liO:::':sL:L:;Ls;:L;L::
u n \i1n�i s::ia,"� '::' ■ .i:::'=IZ'�LL=: L�` isisLLL::::Li::iiLLL"R•r::Lai::;L:::C:a:::f�UL
i f! • • ■ s■ n ■ .■s•■■.N• ginn■nnfnwrnnn•Ma
s$::LYawSa' 1:: ' ,'�'_� '=n:St�:■R Lw: iLL.n=na:w=■naMl�nnNw n■n=r■�n•Lwt.
L ••�■• 1I ei- ■� i•rt sf nH.•nff .■�rr ■.n nnH •nM un.frruaS .r a.■ w1w
; ■ • R • ■ ;N���� w a••■t�e ■ $ N ��f Ninia•:t■/fiwnw•t••■ana•tlnra\rtl.wHtwtaH•afnlfa
IN ease • •�'; rLL■•• ■ :fa■H.L niN•LLN■■.anal■./Ninth■./■n.r•nn/.n■•
.• r w w • •• .w ; ■ . • ■ r-Giir�a:. :r : . •.•n.N■ n■B. nH::HU:u..o■nraHUUUtuuo/■
_��� s• •nth/Hnmr:HOH.:maoumHU■■.Hmauafua.ao•
.� " •s ' a n •yaiiii■ii■LLI•'L:i:. iii :iui:'s:i i'L;::'.I:L:ii::ifiii;LQ:i°;L:i'•;;LnL;'f:'t;;:i;iL•!ar ago now
allil in.�fN�1I .•wa !11■\a t\w■aaHn lH■.wNnfNNn■a/H.H■HHH■rMOrt•
' '� ' ■ n■ :a■�a!"■s:::qwi:■niN::::::: �.::::::::::::::::::::i�::i::
'I�i■ !. sii: ■ r a me M'! • • •
1—:0.1; •a ='. r:��;$ii:s;;;;:u;;�ns L:::;::;s:u::$i;::::i:::::::::::::::� ::u:;
w . :R:'1�'I::LL.Ni N "S' s: i`.��-rraLiLt un LafLa�innLn■an■a a a a=HnHUanru• . •
1 • �� iL i Hi�i r• •.iNa u'nr.LLMa• • •� ' .nwinni nNHninsin Ha UU .nt*nn N.n�■HaMo
t • N a • a • • •anon •a na■■• .■Nnnn nnn. M■.i.taa anan n■
1 n • Har•fa.N'��� Ha • H a ww niNian wNnn■n.■■iN n■■HH■■NanawH nN■w■wNN/.t•
/ :s: : • ■1�' :=i'$� ::■ Hw1��, aai1:'\iii�i:'r;ia:. r=:'s:r�i:ss: :::s:ss::s:ss:::':: r�":::::a-8:::s:i::::::L::;:::u::::si:
�_ ii.�i I ■ i�15ii.N��_= i'n'ii�_ $iiiiiL�r■f•La•■nr.■n■• a.:a/l�nnii/H.Nr.■/.wnw■:Neason H.tai■f■N•nnH•■//H.H.■r■r■•Ono�1.11, :iiS• Hill'.i1`j'�IHi \•'n.0#:'rf/irssir. ;_Zi�LLs$L$$$$�L;;_ssL:�is��$� i�$ $ �$� w°=:$ $:�r�:$ %o�:s_��$1��$$��u$'$%L;:�;;::��•• ■:::::�$• ■ • L a ■■ L �■ NN'�: •Lr::LS N :::N::NL:: i::'r�L=:L:o::::::L:■:::;%N::::L:::I C:i':::R:L;:LL:=i:;:r:\{•\w ��rL� •l:l:LLLL NNL :::::::::::::::::::L :Z:;:;;::::::::L:: s. ::::L:::L;;LL;LL:;LL;sL::ss:;;s::;::;s:L:.:::::::::3
■ • --a H■a!■H oath w!Nq tntn■1■■a•.Iufnnntu■nnnnarNLN■r■.n■t/!.■N U•!a■a■N.s�■tf
���� •: ■ t■■a . ■■ann■::waN.Ulfn•a\ ••\.\ ■ta.aNN.R■■R•Nf■Nan.■ fiatl.f.rsn.HaN■ra.■taf.a .aa
/ •_$ • • $ � �i s $::s:$s •■•s:■ :::s:Lf�'�:ii=L:::L1�'L:LL:L:::I::Q:::=:::i::$e$s:L.�=L:L:::::s::L::::::;::ia:::L:::i:
• Na • arwaN • w.NM.a■ . sea.N.aa Nn.■fw■ a■nnaaaMr ■.af■. M wa}■. ■/nN/t■f//•■..•n.n■■if nw■fw
... . w. ss Nw .. ylia=■aaaaf■a■a=a.==....a.r■a••tw n.•..f..L=.. ......Irl...t..a....\■........................�.
.. :: • u :: H. aa.!■ ■ r/anaounu :a 0 n:ur a a.rann■! ■■■•■■.uuosnun•N■ s
a ..$ : fias f:•isa■as:a.■as■..a .•.assn . .•■i■a..:...... ...•a.■ra■wawr■.ras\a! ■•!aa■.ra.■a
I. :. .i: _ : ::L8..i_ :$.:g:�:L • ::• ;_ss:::::s_:;::;:_$$::; ::�g$s:=s::::::s:L:::$:::::::�::m::-::;:�:::�:::::;HU::
�• MOB" Im a i sgila��aa=$$s s$i%oiii $ =$sluii=sss's ''af:,, 111211 � �$ _ s e
• •a
:$ usage ..f N..I ILA r:;�=11 aa;. ...�n'=�$ .�.r�'...���•$�:�$� �1 ii$=$s:s� : ann � l $
iS.i�. iL. ''•��iiiw. aNi Nai�iwwas a a mH:i• .'.tirnf•L■$i5N/NaN■nf/a.NNruN■•nnfa:a no SUS• s n •s f• •N: : :'1L�$ _=a� N $ s$a $i■;.:s: $;$ C US=�i=::::L:MLiS1�:_$$:: :$L�'�i;LL�i:;:l;: �_L:LLLri;
.1 HIM
1 • ;� � /: • aim's '■ fff .::fa■10116 w rn _ ��n!
'$_• s '• ' �.�:$s::.=• ■_$:::$s::■$:i:i::$�:a:�s:�'s;a�N' •'a a 'sus :ii:::a:Hsa ::::: f:':Seem,'
� .t •
�i iii:sii::::::fa:=Li=issr�3'ifii=iii$Lma1�:$as iwors$PiiLiiii:LiLLuii si:i:iis:Liiii:L;:i$Lsiu:
= r:r s:::UB 40 :::°::i :a ■i::N: iraias :::'s: ■a:i' ...a i
it ai!� as •�i� i�� • • a s:s : • ■:H: was"H 40UHHHn:n::a
:::s:$aii $i•ii==$r • n:i•o i�fu■:$Lii. iL=•=susa=auanuuN.NUN.�•SS
• • r a. • n ■Hsri• • u!■awu loom oath a•.so.•a.w■..!■.■o r
• • • aN • • ■aru Na a .• N oaou.......... ■as.:
. . s s- s a a s:a ................. s.N..
■ a u. ■ :si_i:ism• `s*: ::i :s ri HH :aifnHmoans n
$s$ • $:s:$ $ •s• •� :n s$$L s•s$ $�..as $. :.a..........H.�'■ssa$s•:$;
is u■:. • • u'N"aia:r:r N • . s:t " f:u: ':" a:::::u°f:::::u:::o:■ a::.
• $■: L� L: : N `
■ us�s■as w
l eve::
111111 Un:
I Flu
° • i M : ::L::s :: :i $ L
rda" Sint
se-
ni
NOTES and Data — (For department use)
��\
IV. IDENTIFICATION — To be completed by all applicants
Name Mailing address — Number, street, city, and State ZIP code Tel. No.
I. c TF_ DA GG 6,, _ - -e 616 71 5.27 3?
Owner or
Lessee
Builder's
2.
License No.
Contractor
Architect or
Engineer
I hereby certify that the proposed work is authorized by the o er o record and that I have been authorized by the owner to
make this application as his authorized agent and we agree to conform to all applicable laws of this jurisdiction.
Sig ture of applicant Address ^ Application date
DO NOT WRITE BELOW THIS LINE
V. PLAN REVIEW RECORD — For office use
Plans Review Required Check Plan Review Date Plans By Date Plans By Notes
Fee Started Approved
BUILDING $
PLUMBING $
MECHANICAL $
ELECTRICAL $
OTHER $
VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS
Permit or Approval Check Obttaiin d Number By Permit or Approval Check Obtained t Number By
BOILER PLUMBING
CURB OR SIDEWALK CUT ROOFING
ELEVATOR SEWER
ELECTRICAL SIGN OR BILLBOARD
FURNACE STREET GRADES
GRADING USE OF PUBLIC AREAS
OIL BURNER WRECKING
OTHER OTHER
VII. VALIDATION
Building FOR DEPARTMENT USE ONLY
Permit number
Building }J� t` �''f%p' Use Group
Permit issued 111t''� � � 19
Building
Fire Grading
• ! ,
�r r
Permit Fee Live Loading
Certificate of Occupancy $ Occupancy Load
Drain Tile $ Approved by: �""�"t �•�'tat .�`"`'
Plan Review Fee $
TITLE
CITY OF NORTHAMPTON
�• MASSACHUSETTS
$ e OFFICE of the INSPECTOR of BUILDINGS
Page Plot APPLICATION FOR
ZONING PERMIT AND
INSPECTOR BUILDING PERMIT
IMPO TANT G— Applicant to complete all items in sections: I, 11, 111, IV, and IX. O
ZONING
AT (LOCATION) c` 4 r G� d DIISTR CT
LOCATION (NO.) (STREET)
OF BETWEEN AND
BUILDING (CROSS STREET) (CROSS STREET) [�
LOT
SUBDIVISION LOT BLOCK _SIZE
V1
II. TYPE AND COST OF BUILDING — All applicants complete Parts A — D
A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wrecking" most recent use m
M
1 New building Residential Nonresidential
2 Addition(if residential, enter number 12,X One family 18 Amusement, recreational
of new housing units added, if any,
in Part D, 13) 13 Two or more family — Enter 19 Church, other religious
number of units— — — — 20 ( Industrial
3 � Alteration (See 2 above) _
14 n Transient hotel, motel, 21 C Parking garage
4 l� Repair, replacement or dormitory — Enter number
5 ❑ Wrecking (1l multifamily residential, of units ——————— — -- 22 r j Service station, repair garage
enter number of units in building in 15 Garage 23 Hospital, institutional
Part D, 13)
16 C Carport 24 Office, bank, professional
6 ��� Moving (relocation)
17 �� Other — Specify 25 Public utility
7 �� Foundation only
26 School, library, other educational
B. OWNERSHIP 27 f Stores, mercantile
8 Private (individual, corporation, ZB I Tanks, towers
nonprofit institution, etc.) 29 Other — .Specify
9 n Public (Federal, State, or
local government)
C. COST (Omit cents) Nonresidential — Describe in detail proposed use of buildings, e.g., food
processing plant, machine shop, laundry building at hospital, elementary
10. Cost of improvement,,,,,,,,,,,,,,,, school, secondary school, college, parochial school, parking garage for
department store, rental office building, office building at industrial plant.
To be installed but not included If use of existing building is being changed, enter proposed use.
in the above cost
a. Electrical.......................
b. Plumbing .......................
c. Heating, air conditioning..........
d. Other (elevator, etc.).............
11. TOTAL COST OF IMPROVEMENT Is
III. SELECTED CHARACTERISTICS OF BUILDING — For new buildings and additions, complete Parts E — L,
for wrecking, complete only Part J, for all others skip to IV.
E. OF SEWAGE DISPOSAL 1, DIMENSIONS
PRINCIPAL TYPE OF FRAME G. TYPE
30 Masonry (wall bearing) 40 Public or private company 48. Number of stories................
49. Total square feet of floor area,
31 Wood frame 41 Private (septic tank, etc.) all floors, based on ext ri
32 j Structural steel dimensions
33 j Reinforced concrete H. TYPE OF WATER SUPPLY arA4.41,0E
34 Other — Specify 42 j Public or private company 50. Total land area, sq. ft. ...........
43 X, Private (well, cistern) K. NUMBER OF OFF-STREET
PARKING SPACES /�
F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL 51. Enclosed ....................... I It A
35 Lj Gas Will there be cen-ral air 52. Outdoors.......................
36 X Oil conditioning?
L. RESIDENTIAL BUILDINGS ONLY
37 �_.j Electricity 44 Yes 45 X No 53. Number of bedrooms..............
38 Coal
39 Other — Specify Will there be an elevators Full..........
54. Number of
46 ( Yes 47 I No bathrooms partial........
DEPT. OF BUILDING INSPECTIONS
BUILDING Z°
212 Main Street
Northampton, MA 01060 PERMIT
35 - 3 VALIDATION
DATE January 25, 19 89 PERMIT NO. 58
APPLICANT peter Kunda ADDRESS 34 Miller Ave. . Southampton
(N0.) (STREET) (CONTR'S LICENSE)
PERMIT TO New Building (_) STORY Single family/Garage NUMBER OF +1
DWELLING UNITS
(TYPE OF IMPROVEMENT) NO. (PROPOSED USE)
AT (LOCATION) Lot ur ey 1 oa ZONING SR
DISTRICT J
(NO.) (STREET)
BETWEEN AND
(CROSS STREET) (CROSS STREET)
LOT
SUBDIVISION LOT BLOCK SIZE
BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION
TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION
(TYPE)
REMARKS, permit for the construction of a new single family dwelling/2 floors/garage
AREA OR
VOLUME 20`+0 Sq• ft• �' 110,000.00 PERMIT $ 462.00
ESTIMATED COST FEE
(CUBIC/SQUARE FEET)
OWNER Same as Applicant
ADDRESS Same as Applicant's BYILDIN PT.
r r✓
WHITE - FILE COPY . GREEN - FIELD COPY a CANARY - APPLICANT COPY • PINK - ASSESSORS COPY PAR P
0 O
ti p O C I
m
� C-)
-�
:H =
v c w to ' m
°
� � n
°
s z -ri
m 3
o g
N