HomeMy WebLinkAbout0061 OLD STAGE ROAD rMp [41`r A y`y1S�rt-i tyY .f+y.��'. 13ra��,{' �1 �{(,',rr�fI'J .bFr''M
,qS ti r 7 J'g v:. �t r'pllJ
.11
L?n y o,i�` rfST%`+y `Tu��V' 'j1 t t HR�I tsU.I r'C#,s 6' I
'+d
4 YF f �: ,,:rt` .. Y t%„{A ... :+� °wry s:4`. udii tJ�k :d , �.y �a r' ��Yr s= � , o: ,�1'"� �� ,0,A i `
�( a R'.I1 t ! -1. W1 a.i6. v WSS4.. !YJ Eyc. A..r4 ,+g 6,�� �, � �tA� l:
o t ry�qa. lr
r �' x #SSAf ��rrlf
E riF. j f. ` 3 ',AA ey t, rd:. ,.l K,l.' � a a
4 l W i \ F :R, .f ,a ! " a* i
1 J rii\- t �,/yL � �4 aria „.
{ F,S , -,t gyp, y /`!. .fr, R
fj' _ r` 7kf�
t �W.
Yi +
G
B}' j:
,,
t' .,, y...I ,'�, r
1, i°
, , ,�
;.' t,,i :4t:t 't ri C
3: :e',: i',.. 7 i
`r
r ct s :p t ,;r#
s ,r .,, :. ,. 'r. /
i:h f Y! r t I + ,
4`
£,
7' t
'C
4
O F 1
t. 1
yy
4 4"' 4
h r
f. o 1 i .
t
s,
f
l i !Y,
.A A 1,
-i
S+ i
, ,
p
1,
sr..
a, u
t
d,
1.
d-.
'; t J 14, t A, r
e), I
l, •3 1,; b i ,:h:t: G
t` Y', 4s
f
P
2
f
I
r
,
' :r ., ,,t, t .,c :... ,e. .:. :: ,.rig. n', }
t. 5 ,3: f Wr 4 '111 A.., 7.
l
',
,
A' i,
,y v, t
f
r .r f:. ,. :., .,.>..,.. ,,. ,.... i .r..., ,.,. '... _.5...,r :. ,... t';.r.. ::.! 0bt J ..1!. r :£{ , b..
o,, ,.., , ,' c (, t,,
.,, :. ;, ,.., r. ,,.::r a ..,..c ,,,....x...: ,. <,:,,,.1 ,, f. _ F ;4> n{.�.I ,\� 1 :rls4 r f {,.:
,..,..r.:.. ,.... ,, , :., ... .,., , 1..,, f.=x
:,: . ..ir. .I r ,„ cl,'t... ,. :, ...-<,' r[ .l:.d 'f l�: �}k 2[:'., d f
e: .. a-,a ,:.n .. , r , ,•., ,o 9 v::r. 4. ,3. ,!{e 1 ,1 ,.i 11 4 99 ,ly.,
., , ,.': t...,. .. a .. .1 ... , i„:: e , rs x .t::.x.. .,9, ., ,A, � �i".c tf, F,S`'' r d.;:., li,
,, a „f. R yr A
+:. ,. ! { r , .:..... ,, , I .. ;t,,.i .r f.:. ,1 1, 4i, 1 f S, s } f.'Y:
.y,r_,. v: ,r i S t n,t,
rt t. s;' t J t e t 4 i.}
,x,., 1
9
t
j-
x t'c:, a k t d ,x! d t,
1 t-'. Y ^
t ,
f t 4
Y
t- �v 1
F ��' '1 6
d
f', r✓
{ r5 #1, +
s�
t•^ tr
{:
S l II o
„- ,` 3
'. i'' s r
,
4:
i w
,.,.. .,, .._-.+: t.. P:,a ,. ,, r J { ,.I. ,...:, a .•, .<.. .m ,,.., .b '1 t :'s r' mot• } ,' 11
:a,.
°,. ... ,. ,,,.... - • ,,:,7 F,.:,;, r ,. ,t.., ,t..,.. ..,..M f r:'e.-,r 7,..t ,.) ':t}, t ,b' F R: A l.r.
o r. < ..,.., ., e. t.. -.,d. :,f, a ,...,il ;d t s 3I f, n j�jt
.. _. .;. ,.,: ... :a",., ,. t3 -, :. .. St. a e ,.. 4:,.. i .:. .: ,.,1#,.. .,. , "' ,. t`.: 1! ,xr• `.,j,..
r ::.. 6x .4, _. ,f..r. ,. '1 . i, .. A ., k. h. r I t... ,. - 1 i. ".4 ;;.$
,.. , -: L.. ,. .. (, ..: '. :: , r, ,. ... ..: ,,,r,. ,,}�.ts �v b: ," vb.. '. er:+.. 1 't': .5, t"
I .,.. r , .., J. :.a,xx , :... .,._, 1 .., d.,. .. ',..- ,. -....,,,. r .:: , 5:..,. t.,..... ,.. ,. ,!r "'tit; !r
..{.. s. ...tl r.,. k .: : :x % }.: :::,.. d ':, r- I , d ,:, - (. f• §$::,.,,.. d� P 14' 1 t":. II
i ;:r F. ... - .:.1. „ ¢ .f..r... ,. ,,: e,�. e,. 1 ,. ,,. r +.4, { r "� ' ft,r f f x'7
,.. : ..:�:, t n n ., _,,. ..t, .. .Y ,.;' T ,,. .. l ., ,, ., ,:. �' i- ,,,. .,, ,,•,,< ,?x.-..-:1 , -.1 t rI ,l�3'�£Y { .t,.
> s.. 1 ,,.: it- .....:,r. a.,. ..., ,.,r, Ir.+..,., °.:.. >. r f. rt ), ! 1 # nR
., S ..r Yt, ., ,..:.. I._ t .A , -,,t i ,..:,.e.. , »•_ r s... '4 t S 1 r
x. e ..- e. 4 ...,,, -.+ .r.. y :a ..yt ., , ., .. :,.,r.. .. , ',. ... r., ..a ., , ..f. „ ',f .i.: .4 ,I
,..,. s l r. ,. :,t, , ,. ,... .. .. 1 ..,. .1. ._. 1 ... t...,,,. _,..,,�S.t. ��., _ ... ..r. .Y. ^•' w2. t x... S _.t _L, 1:. a-., ..:t,a, .I, ..S. .r: ., ,.t_.a _,. ,.. .P,., F ..A {.a `L ?`:e @ ne
-!.^,, , .d..,., I..a a ., ,.., Y S: .. .: v, t r /.� .,. „-v�r ,.., ,. ..>f_:.9 ,,"P:. ,.t... 5, i,.t. > '.t` '4 ri`
. .. b(. -< 4 ,_....., ... . .-. ,,_ .. ,:r .. ,, t { } R 4 -.rr. s. i t. e`5-n, ,.,
f 2. ,.d r {_ 1.. .. .,,. ,v. i ,... , f. -..%, .>, 1. .a P.sa,t Z>.r. t �'i'= t t ,'1.
S . t. ., ar. 4 + w l s d 3
° ,.., }. :,,, a e.. ,... �:. :.,,-,� _.,,. , r 1._ .a _-4v � ,.. .-, :. .,... .,, !... „h `1 , � { +, x r P t...
:.} ,.a > ,.a-tix r. .t ,. ,.....t .xe i. t,^.i„ ,,., nruf:... r .9 .,4 oY ,1. \,;c,, ,e,:,;{, .,., !, -.r ,,a :,.,.:., ?, ;a },- 1 ,,:, , r. ... z... 1.. .d. ,......,,.. J , ar ,a 3.. s,:. e :''f .�
_3 ...I r , ...,:.dn. :. ..I i.,.. ,r .,� +.. J,.r. ,t, h- >ti„:: ,el, •.kk
,. ,.A .,x r ,'.._, ,r._:. .. ,. , -.1:,,. ,. ,. ,.,.,.ak:....4...,t. „ ,r.',t -h ut :�
{ ., rr m , J t: F x, t !
,,, ,. , , t,;., •, r. 1 r F
„ ', 1;`
., t:.: f. „ ..> s....n. r d: .. ... r ,, ,.i 1 .1.. , :., i.. ,k, ti 5:'. ,q4 rt- f
, ,.r.-r... ,,.. ,..,i }'. ¢ b a,_. , -i t !� -:iu .1>.,r �i I•r 'tA'. l�,r�ri f.
_r,.., ,,;,r, ,< i.i. .. _:. -:..r. ,.... " A4'r. ,C:� -,1': 'rft. ,• '. a, Jr:
s ,... _ 3,t4 i
:hi- r -..a a' ,- -, {. r 4.. ,.. ,. , - t • .,,:t `+'' f .iA 5: , { :t,i {: .: ilS ,Ic
IlJ -.5, ,,.. -e.-v.. , ,• 4 S.. , , _.:. ':;fr 7 %:?Y a I •�l-, k. y
_., - , r.. e.. ,...,., r ..r .e.... 5. .,.. rs .... ..........}.r A.. ,;.'..j ,h .,,.r„ a f:' t 'i r:.
.; i1.
, ;. .,.:Na ,x aJ , <+ :..3.,.. ,,.. J x. , r .,.J t r 4, 9 - ?t r- ;�_:
. ,, ,.... f '.. t. , , ,. +t. t, :�:...,, , a ,1, ts': " ,h f .4r t. Ti` y l, !:'_i,.
t_ r; -.. ,tt.,.: 4:.,sa. t ..... ,sr :_ .:.r, .r ,....- _,,,_, ,ty , .,,... -., ., ,;. ( :<, x,. .xr t 1 ta- -1-; 4 'lA. 7"y
Y- , j.'4. ., , .,...r:. .jY , .. 1- .., ,> a-. , t. , .. -., 1 ..f.` �:.t. �11 F�
i,. ,: ..,. v ,>,. .:: r r. _, r ... .:rid F = a it'I 1
.: ..., ::.. ; ., ,.. r ^.::.. ? ,. ., .,:: . > 3 r �,:.,, .r. r.,.. .iA, -,r.Y ,1 1,. ` 'Y d/.. r`, t. A 1.._..r, t
.,,, r.4 d.: ., r.a ,...d. ,,,,- ,e L,.. : i t ,li ,y, :'i3. 1 - �d t�
.a. ,.xt..,i. a. i ?£ t- rr t 'fit d C'_ �r.. ,4:
i..'. .. .. t ... ,,.t 4. V i:.n... - ...,... , , 7,.,..,,.r,., r ',:. a ii' {{ Ct
r._,. ,s. ,'a. Y.,. ,. ,:r , r ,r .4 1. t 3;w AP- ,r
�. .... a rY. _.., :. r_, ,,;s. r�.. .., ... ,,:. .�,. --.x.l.' <- .,. ,..x, .: ,. ,.t e n fl '' `.-'i �:1 7 r :'�
.r._, .. ,: .. _:�s. :' -r ... ..A ... ,.._. .....,, k....,.,t . ..;._r .1 ..}A f.- ,.. C .. •,. `:; 5 .e.'1, i1x t. .t e:�". {I'" 4d ,r,� .t.•.:i,
r r ,r:: ,., , ,.4.., <--... ,... .;..t, ,:,,; ..,,, n. c, -r. t S.�7. f.y'`,
x, r...,4 t r. ., ,..... f. .-. ..,., :I.,.. irl , n .'.:, i.,,,.:i r.4>. A i. i Dr ir. ,t I -
.....-.t,, ...,. r5 r , ,>. r Y•. .4. ?< ._.:,, r3 .r e .. , S, st .t, ^'.a r11: a'
5r. '�. ,.., ,. .... ,... 4.' ,.,r...k..,. .. _,... ,�. -r.¢1.i-, „ :. .r ` :.:.:..v:.Y r r ., , ! 7-.. 1 r'k 13;4i; S 1 (,.5.,.:�4 A 3 M1 (y..,,n
.. ,.. ..+r .. ,-...,t. ..r r, r , :. .. .,,. :, 1.,.r..,.tD� ♦. ,.:,` .. ,: r :,4 ..:. ,,.,r,:A. -,I... ,. f. j ? i Il�.
z..r ... .t ., ... a ,. ..- ,. ,.... ; ., ..:.:,..,.. „ ,. 4r. ,.,. tl a.. ,,,:. n ... �,a. .:,': ... .. -.$. , E,..: , i- ''.a'- ( �,'1�': 6:.
r .. .. ,<.. ,.. ,,. ..., , ..,.. . ,,.,:k , ,.,.�, ,. t- ,, ,,., ,.. r4,$f a:1' ,....;� „"• h t f, ter{ S. A r:,
.h t r r„ .#.,. , ,:" s ,. .P ., , ,. as::: r.r ,..r., r ;,4, i'r ai, ..f. #. e at
.t 5 �. , ,::;., .: � ., ,.s u ,,r y�, , >r: {, r � +i a i k r!r H. ,,,,..
17 ...t r.. ,r Sl . . _. °.r r, -d.. , ,,,'k+ J d i .b{:..i
6 "
is .. f... ,.. r.... e ,',;- ,.S.. ..r:.:,.,, _ .;a. }: r}: .. t ,: ,t t .. 't?' A ,'.,: ,;,z
_., _ .s... „ ..rr: .,,,. .. .. ...r%, „..: _ .. '.. a ,:. ,. .., ,...d_.,'F ..d:. Ir: ..,:: �p ,;i a,r° S ,t °Idr
k1 4 i
,,:< rir
,._. i .a. , , ,r h _ Y A ?�,¢t,:S. ., ..r 4.. a s. ,x .z. .r. , s.,Il , .. 1 t.,.., , •<.•' ,.,y: .,. i m .F S.4h 91lt, ;s. t 'F3kt
%
3.10A.. .,l.... ;e. 9 .,. ,. ,d .. ., 1.. ,, f, r , .,.a r, t... .;', .r,a r. 1� a. } ..r., iti�,i: i 7r::: d A
x ,..:t•,..t r, .,., r .r. ., „ r,,: r, e '.5....F,t.,� ,,... p {:. ,l, k ? ,.n
�' ,. .� 7. ..... t .,,.-. :... 4....,)„ ,:„. ,_., r. , � t,`, : , e- -•.., ,. ::.,,. .. .., 4 .,t .mt 7 '1 '�<`�f i{ V
..z,,. .,.t. .,r„ .., ,, , .,. k_-- .: ,s .,. .. t - I, /„ 4a,., „t., r ,1': , s rr r`
pf.., t t z• F r f +
,.. ,.^:.r.. , ::.: ,r
,_, ., !. h
i_-,e„ -...: r. -.,.e. ., t ,{.. „,r ... ',,. .r,... ,.r; A 9'- i, ar ,.a.l. ,; 4. 4 I r:r.
pp ,
t,.. J rf..r,.^ '# ., ,t,..e. ., :...s }, ,..r. r l j 4 Crl 3 •=1
q .,x. I 1 ,,.I"i :. , ,, ! .t
4
3.
A'• 4
, v l
>. ,. - ,. -t !Wit:".- C ethr f.
, ::..-.. 5: :. ... r ,,.,-'... :1� , , is Y f'. ! i«':£ ( k Pu ".l, t { , ;�
_ � Jf 1 (� _ „`A.l
i.,, .,1;. ,, ,:. -....re r < ...:. r r..;. R. t'4- ,k1 ri:• !I> f
q
„..: i.. .,,. .::1�1 ,,. . . .:., , 4 6
�. n ,• ,r r. ty, 4
A r ,
,
;a,. ,.:� .-: .., :.,..,1 ,. t it=. ,t ,.4..
it ,.,, 4,. .,.'1. ,.. r,.,:, , .d ,..,,.,.:t ./ 1 , . ,;:, , _:`# P it ,i k .1..
r.a :., ,. r ?. .r, 1,: , .,-., ,:.., .. :;.:. r ..:. .: : , B .'? 1, 1I ,G' it i :n...,i t e..... , ::: R ,.c: .- 4''.,f S`f, ,.f', d, f, is ,! .rt-„
. e:,. t.... - , ... ..:, 4 ,.:,.. < .r. ...,, :.:.r, ,J+; IGr, { fr ! f rC
F ,.{ 4 , s .-.. r-.. - ,;. , t.. r .... :. A! .rs, a« t .r, S a , : -n..
.. �...o,. .. ,..., „ ,�.,. ., r f- , ,r ..,: :;, r... .. ,. , ,,. .:,:. ., ., .. ,a... :. i iYi` r �. ,14 x r ;,¢,
r ,5 ,. , 4 .,. .., ..'r . ,7 " r.., , ,!?'.A: r 1 } ,S f
.,--: f,$. r- F•"., 4 .r<-.,,,. ,,..- r _...:.. a ... s. L, _ ,..,. .., ;,7 :. >tu r + ,r ('' �F
S , ,A..,1, ,... r. .. , , >.,., ,< 1r , r ,.r , c. 4, ,., r;-. ,I 'ti t f: "f.
r. ., 4., ..r. x 1! , ,- a ,'.r. :. ,,, ...a _- .m...x,. ..�: .'! ?.:n.i.t ".:4 6 +.:{
.rr ,::,..s,{ .71.-. r .r:,,. { kl
. ..e.4.r ,;_.»,-S. t. w ,..,. 'a:, .,. a. ,. ,5 r f t -'r lo,.
."', a .,:.. , .,C ...+:, .Fir: ,,t.: t,,. „ , t. ::,, A.. , .rr..,, ., i r<. :Y ',!. ,4
1.,;! :.. ,...,.. it % :.: .,.. ., t, .. ,! f ,'' ,,..,,,., .,,.... .'�! .07 t �fi ,•}
4V,11 <. y.. IQ _. v a t: a
�:_ , i'
.i, ,. ,... +, .\: 5 .� ,, , ..,.,r .r,. !4 sS .rik"j
11.,: ,, r ,- 4 .. a,r ...r:-,, <;. ,.. .... V..v i4. {. 1 E t r JI...
b r't
F
t'. I ..r
5 f
t
f, t
U
F-
t' /
j 1
,
3
s, d ,yq' 1. '!
r r s
a. k t s
„>
}r
a.
k, {
r as 3:.f`
r a < ''J
r
J_r G ",, 'r, ,'i'i d'
<. r k I .,-. ;'t +..E,,.4:v r. o -,: ,. I -: a.. ¢r l .i r}.t
..:,..,rll I'll ...F...... , , ,,. .,. k .f,. r e. , ,. r:..., ,.. ,., .. :.P , E. s, ri:R ), +:,
5
.,..l.. ,f , t.,. ,�, l ..xr x. r.. ,. r ,. • t F...,,. ;:.,i ! X t ,4 'B:
. ,-- .•. �J:', ,,,, _ r,.S .:.,:,. , ..._ ,i ::' , .::., , :.r, -a. ,,..,,;,, r ut'e k. d ii,'1 ''0 11.5..
n , .. . Z
e r 4
x d c i...r., , b s. '. �tt1 d rd
,, ,,.. „7 1,, r. a a,r „t
d,.r: r ,. , 4 r ,n > 3 I
2.f,_.x.r , , . .. r ,, :. 1 n 3 1
...:... . ...... r ,. , ... s.... _. ,. r. .- {, fr r-.rf... , ,: , ,,r �s a. - 1 c 9. P., A w:. 1
MPI
A 1, „r! ,. , , .,,.. , , . :. , ,..-,: 4 sti.:n.. } +,. ;: ,.... i , .A _,r.,. ,,.,.., ;#` r to-, 1 .1 & ;'I
.,�.L...> r ( , ,:.a> ...,r t,,; j r , ,,< „. a,. : e..r,., t. •r t ss , .yc...
.t :.-:i .,..,,, 5:.. , ,.�:,,,. , ,,:., ;, r a:: , y .fi; 5 -:t f,;rt •pert
a, rS. ,.,. ::.,. :? .< ..,.., , [. ,r.: hr T b b''t' k'1r, t., n
S -1.1 , 5 t t... t. .,2 , . „ ,s-„a. ,:., , t .11 / ,1 .1i+ J
,. , °f.f. , }r .,.:.: .. ,:. ,' , ,;,; r. f,r• .A ' 7f• t '�N3 hr
r x ,-,- ,,., r ,.:- , i:,. a ,., Ar n e a: Orr: sl 't ,t
1r `4
i.
J F:: {7 ,f. Ir1. s .I r
pp / tt Qt.�,
1.
`i.
t a '? ,d t. 1,.. yr 4... :. ' `„
f. a
r d ,'.8 .:', s'a
1'.t al.S Yu t £��.
- , 11.a... ,o.-,. > , , r .t, a
.5., ,t.;0. ..:. .. .fir. .,:< , ,.. b .ire r i'.
, 2 , e
A.. , .. ,, , n., i r ....+..,, , , , , .. ,a. -?:,,- , x k.... r- r' 9 r 'p•4 Yy
t .. .. .', ,.4 ,.t..... , ,,._ ,.... ,,.,.., _4. r , .,<,�"... .: .r3 X +< 7• •Aft' f {
.,.t , .r, -_.,c,. ,t. ,,. ,. _.. ,J..'ta .... <, .r ,:..« 9 , :,. ,..r..r, ,,. ,. ., t tF, 'S. :..!',:, 'Sk' t
,,...,,. ,,rr ,..L.,x r ,. ,r,: <,.,, t ., S.. , ,,,. +.. .,..,,.,., +} s_r„ ,t. ,.fa 3 ,_. + 1
l :W., ad, iq 4 J A J>
w't• rr ,ra. r..
nr' d, d ,a k,-
,,,, x r f.. , , s ..,: t
rrr _ .. ; ', t .,.r'. ,•a ,,,... „ ,,:.r, aa:. ., r ,t ,r S:r i, ar ,r. ,.;[
Y
5
w
P
<Sl 11
l j 11 „I _
4
3 r. Yi '+ } �J t
>}, 4 t -J 4
f ;s
1".
9 14
7.
w:
,1 "7: � 1 S A''d�• f,lr,: '!4 i f 1 i�
`«_ , , ::: r:,,, ..;. 1 ., , -, ,.,, ,:. ^"1 ,i. .ra.r (ir u x :p't ,°r ,, ,f`
I.... r. l,... , :. ,:,. ,:-. :., .r 1...< I. ,';:.r u+. a n, „ , ,., , , } :#:,:. r -,r ..5 S', „{, .,:?,t .t»,, .r, trc4 R,k,a 15lPd::{+%;.;,1 .t lPij
_. ,, r :,_ : ,,.'... ,. t ri:�-+e,e is e : ,.to .,," •x.., .. r - - - � tt � ".!4 r
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
�1C�
Map A P'J'l?� Parcel Application ® lD
Health Division Date Issued 7i
Conservation Division - ; Application Fe
Planning Dept. Permit Fee -2 Z (S
Date Definitive Plan Approved by Planning Board oK 212h0J1
Historic - OKH _ Preservation/Hyannis
Project Street Address �61 to S�QG� l7
Village L.L.
Owner .5_0 0 l U 8 X H 4 V Address
Telephone 5-0r- 721 L179
Permit Request eei w e
Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new
Zoning District Flood Plain Groundwater Overlay
Project Valuation 14f ,06 Construction Type swOR`P
Lot Size Grandfathered: ❑Yes Z No If yes, attach supporting documentation.
Dwelling Type: Single Family 0' Two Family ❑ Multi-Family (# units)
Age of Existing Structure . D4 Historic House: ❑Yes C�No On Old King's Highway: ❑Yes ❑ No
Basement Type: ❑ Full Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) J A Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing / new Half: existing / new
Number of Bedrooms: ,7 existing _new
Total Room Count (not including baths): existing new First Floor Room Count
Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes ®'No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No
Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals Authorization ❑ _Appeal # Recorded ❑
Commercial ❑Yes ❑ No If yes, site plan review#
Current Use Proposed Use
NO
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER) _
Name A ll4 ��, 0,4U- Ye,,t1 Telephone Number co�.��
►v r 7
Address '( "�cT�� 1�.�vas License #
Home Improvement Contractor# ///(0
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �ti
Z4&-5- W_W - Pc S J&S,4
D
SIGNATURE ;/O� '_7K-- — DATE
FOR OFFICIAL USE ONLY
APPLICATION#
}
DATE ISSUED
MAP/PARCEL NO.
5)
4} ADDRESS VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION��� �`� So,NoS
x
FRAME (-QR 511-fhd
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING ghsll3 L1 2
DATE CLOSED OUT
ASSOCIATION PLAN NO.
�4
The Commonwealth of Massachusetts
Department of Industrial Accidents
l ' Office of Investigations
Y -J 600 Washington Street
Boston, MA 02111
� yy www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business,Organizationllndividual): Vk, �. > U'� '✓1�
Address:
City/State/Zip: ,G"it✓t.5- Phone #:
Are you an employer? Check the appropriate box: Type of project(required):
1.❑ I am a employer with 4. ❑ I am a general contractor and I .
r ployees (full and/or part-time).
* have hued the sub-contractors 6 ❑ New construction
2. I am a sole proprietor or partner- listed on the attached sheet. 7. remodeling
ship and have no employees These sub-contractors have g, Q Demolition
employees and have workers
capacity. Buildin addition
'n for me in an9.
working Y ❑ g
[No workers' comp. insurance comp. insurance.$
required.]
5. ❑ We are a corporation and its 10.0 Electrical repairs or addition
3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or addition
myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs
insurance required.] t c. 152, §1(4), and we have no
employees. [No workers'. 13.❑ Other
comp.insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
=Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp,policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins, Lic.#: Expiration Date:
Job Site Address:' City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fit
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certify tinder thepains and penalties of perjury that the information provided above is trice and correct
Date:
Signature: �tT
Phone# 56_ A PO 3 E6 ?__1
Official use only. Do not write in this area, to be completed by city or town official
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector
6. Other.
Contact Person: Phone#:
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.
Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire,
express or implied, oral or written."
An employer is defined as"an individual,partners p, association, corporation or other legal entity, or any two or more
of the foregoing engaged in a joint enterprise, and cluding the legal representatives of a deceased employer, or the
receiver or trustee of an individual,partnership, a ociation or other legal entity, employing employees. However the
owner of a dwelling,house having not more than ee apartments and who resides therein, or the occupant of the
dwelling house of another.who employs persons do maintenance, construction or repair work on such dwelling house
or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer."
MGL chapter 152, §25C(6)Nalso states that"eve state or local licensing agency shall withhold the issuance or
renewal of a license or permit to operate a bu iness or to construct buildings in the commonwealth for any
s
applicant who has not produ� d acceptable a idence of compliance with the insurance coverage required." ..
Additionally,MGL chapter 15225C(7) states `Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for the ppi-f(strmarice of blic work until acceptable evidence of compliance with the insurance
requirements of this chapter have be n present d to the contracting authority."
Applicants
Please fill out the workers' compensation a avit completely,by checking the boxes that apply to your situation and, if
necessary, supply sub-contractors)name(s), dress(es)and phone number(s) along with their certificate(s)of
insurance. Limited Liability Companies (LL )� Limited Liability Partnerships (LLP)with no employees other than the
members or partners, are not required to car wor ers' compensation insurance. If an LLC or LLP does have
employees,a-policy is required. Be advised - at this ffidavit may be submitted to the Department of Industrial
Accidents for confirmation of insurance cov rage. Als- be sure to sign and date the affidavit.. The affidavit should
be returned to the city or town that the appli ation for the rmit or license is being requested,not the Department of
Industrial Accidents. 'Should you have any questions regards 4 the law or if you are required to obtain a workers'
compensation policy,please call the Departi ient at the number ' ted below. Self-insured companies should enter their
self-insurance license number on the approp ate line.
City or Town Officials
Please be sure that the affidavit is complete d printed legibly. The Depar ent has provided a space at the bottom
of the affidavit for you to fill out in the event he Office of Investigations has t ontact you regarding the applicant.
Please be sure to fill in the permit/license nu ber which will be used as a referen . number. In addition, an applicant
that must submit multiple permit/license appli ations in any given year, need only su it one affidavit indicating current
policy information(if necessary)and under"J b Site Address"the applicant should wri "all locations in (city or
town)."A copy of the affidavit that has been o icially stamped or marked by the city or to may be provided to the
applicant as proof that a valid affidavit is on fil for future permits or licenses. A new affidavi ust be filled out each
year. Where a home owner or citizen is obtaini a license or permit not related to any business o commercial venture
(i.e. a dog license or permit to burn leaves etc.) aid person is NOT required to complete this affida
The Office of Investigations would like to thank ou in advance for your cooperation and should you ha any questions,
please do not hesitate to give us a call.
The Department's address, telephone and fax numb :
The Commo wealth of Massachusetts
Department Industrial Accidents
Office of estigations
600 Washington Street
Boston, MA 02111
Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE
Revised 4-24-07 Fax # 617-727-7749
www.mass.gov/dia
ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR
ONE; AND TWO-FAMTIr'Y DETACEED RESID ENTLkL*CONSTRUCTION (780 CMR 6t.00)
Applicant Name: �� .� �`� Site Address;
P nr
Town:
Applicant Phone:
Applicant Signature: � � � � Date of Application: / , / /D .
NEW CONSTRUCTION: choose ONE of the followin tWD'D Lions
780 CMR TABLE 6107.1
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR
NEW ONE- AND TWO-FAAMY BUILDINGS
MA�QMUM MR QvlUM-
Ceiling or Slab
QOption 1: Basement
Fenestration exposed Wall Floor. Perimeter AFUR
U-factor floors R Value R-Value wall R Value HSPF S
R-Value R Value and Depth
National Appliance-Encrgy
.35 R-3 8 �� i R-10 R-10, Consc"A n Act(NAECA
4 ft.• 1997 as amcndcd,minimur
rAtrr ass licablc
Note: This form is not required if you choose either of the two versions of REScheck as listed below.
❑ Option 2: RES check Version 4.1.2 or later variant software analysis must be completed
780 CMR 6107.3.2
REScheck—Web which can be accessed at http://www.f,-ni,-rgyrDdts.gDv/resr-ht--rk/
:ADDI•`X'�O1VS:OR:A:LT�RATXOIYS.TO EXIS'I`ING BTTLT.,D�IGS.O;V�R.5 XE.AR;7.OLD* . :
*buildings under 5 years old must use option#1 or#2 in New Construction section above.
Complete the following formula to determine the %° of glazing:
(a) Gross Wall & Ceiling Area equals Formula: (100 x b - a)
SF
100 x — _ % of glazing
(b) Glazing area equals SF b a
If glazing the chart below. If glazing is> 40 % rgcee:d.to "SLNROOM" section
780 CMR TABLE 6101.3
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING.
LOW-RISE RESIDENTIAL BUILDINGS
M NmoviUM
Ceiling and Slab Perime
❑ Fenestration Mall Floor Basement Wall U-factor
Exposed floors
R-value R-Value R_Value
R-value R-Value and De $
39 R-3 7 a R-13 • R-19 R-l 0 R-10, 4 fe
a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling
area(i.e.not compressed over exterior walls, and including any access o enin s .
SUNROOM—An addition or alteration to an existing building/dwelling unit where the total
glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the
additiou.
Note: Owner to fill out Consurner In ormation Form found in Appendix 120.P
ATVC Guide to E'Vood Corlstrlletion ill Hlr.1I1 )-ViUd Areas: 1X0 rllph Wh-id Lone
Massachusetts Checklist fox- Compliance (780 C,n-la 5301.2.1.1)'
Check
Compliance
1.1 SCOPE
WindSpeed (3-sec. gust)................................ ....................... ................................................ 110 mph
WindExposure.Category.....................................°........................................ .............................................................B
Wind Exposure Category................Engineering Required For Entire Project .......................................0
1.2 APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) / stories 5 2 stories
12
Roof Pitch :. .......................(Fig 2) ...........................................Cv.'/� ft 1233
Mean Roof Height .................................................... (Fig 2).................................................4 ft _< '
33
BuildingWidth,W ......................:........................................(Fig 3)............................I...................- -s 5 8.
BuildingLength, L ........................................................:.....(Fig 3)...............................................?�-ft 5 80'
4 3:1
Building Aspect Ratio(UW) ......................(Fig )..................... .. -Vol
Nominal Height of Tallest Opening2 ...............
(Fig 4)....................:..................................................... 5 618"
1.3 FRAMING CONNECTIONS
General compliance with framing connections.....................(Table 2)...............................................................
2.1 FOUNDATION,
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete..°............°......I. ........................................................................................
Concrete Masonry.......................................................:............. ...............................................:......I........
,:.
2.2 ANCHORAGE 7o FOUNDATION�.3 y�fC t?��>� 494� p6sr ldjlc' w�l�Ir4��OA f
518"Anchor Bolts=imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing-general ........................::(Table 4)....°.................................... ... .
Bolt Spacing from endrjoint of plate ................:............(Fig 5)..................: ... .............. in. <-6"-12"
Bolt Embedment-concrete.......................................°.(Fig 5).....................................:........... in.?7„
Bolt Embedment 7 masonry............................°............(Fig 5).....:......i............................... in.> 15"
Plate Washer.................... ......:........(Fig 5)..............................................>3"x 3.x
3.1 FLOORS
Floor-framing member spans checked .......................:.......(per 780 CMR Chapter 55) .....�� ... ............
.
Maximum Floor Opening Qimension........................°..........(Fig 6)............ ................. .................. ft<_12
Full freight Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)..*....... .............................r
Maximum Floor Joist Setbacks
Supporting Loadbearing.Wail's or Shearwall................(Fig 7)...................................................._VA ft s d
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls'or Sheanaall................(Fig 8)..................................°.........ffi /l ft 5
6........ a .. ...
Floor.Bracing at Endwalls....................................................(Fig 9)...................:...... ���1�6 �1.....2��
Floor Sheathing Type ........................................................(per 780 CMR Chapter 5).....:y.....:.............
Floor Sheathing Thickness ...........................................:.....(per 780 CMR Chapter.55).j..,...:............. in.
Floor Sheathing g Fastenin .................. ........................(Table 2)... a' d nails at (a in edge/fi eld
4.1 WALLS
Wall Height "
Loadbearing walls..........:.............°.....................`........(Fig 10 and Table 5)...°.......................—ft <-10'
Non-Loadbearing walls...... .....'......°.............................(Fig 10 and Table 5)...........................—ft s 20'
Wall Stud Spacing ............ ...........................................(Fig 10 and Table 5)...................—in.-<24"o.c.
Wall Story Offsets ............................:..(Figs 7.&8)................°........................... ft s d,
ry —
4.2 EXTERIOR WALLS'
Wood Studs
....................t (Table 2x ft in.
Loadbearing walls......................... ...........( ble 5):............................. — — ��--
Non-Loadbearing walls..................................... ..........(Table 5)..............................2x—-_ft_in.
Gable End Wall Bracing' !
1 '
Full Height Endwall Studs............................................(Fig 10)....................:................:...........:... ........
WSP-Attic Floor Length.................................:................(Fig 11)-.........................................._ft>_W/3
Gypsum Ceiling Length if WSP not used ....:............:.(Fig 11 ft>_0.9W ,
and 2 x4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig I)................°............................................
or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays
Double Top Plate
AWC Ccride to Hlood Corrstrrr Clio rr in.. High Pflircd Areas: I10 irtpir Wind Zone
Massachusetts Checklist for Compliance (7s0 CiA'IR5301.2.1.1)'
Loadbearing Wall Connections
Lateral (no.of,)6d common nails)................................(Tables 7)......................................:...............
Non-Loadbearing Wa'11 Connections
Lateral (no.of 16q common nails)................................(Table 8).......................................................
Load Bearing Wall Ope'n�,ings (record largest opening but c eck all openings for compliance to Table 9)
HeaderSpans .... ................................:................. (Table 9).................................. ft_in. <_ 11' .
Sill Plate Spans :�............................................... .(Table 9)..:..............................._ft_m. 11
Non-Load Beat St Wall o. 8 studs)................................. ..(Table 9).......................................................
Full Height Studs no. o
nin�gs (record largest openin but check all openings for compliance to Table 9)
HeaderSpans.................. .................................:.... ..:(Table 9).................................._ft_in. -< 12'
SillPlate Spans.... ............. ..:............................... ...(Table 9).................................._ft_in.5 12"
Full Height Studs (no. of studs)............................... ....(Table 9).......................................................
Exterior Wall Sheathing to Resist Uplift and Shear Sim taneously4
Minimum Building Dimension, .
Nominal Height of Tallest OpeningZ ..... .........................................................................
SheathingType.................. .................... ......(note 4)......................................................
Edge Nail Spacing...... ....... .................. ......(Table 10 or note 4 if less).....................:.. in.
Field Nail Spacing.................. .............. .......(Table 10)................................................. in.
Shear Connection (no. of 16d mmon ails)(Table 10)......................................................._
Percent Full-Height Sheathing... ......... ........(Table 10)...................................................._%
5%Additional Sheathing or ll with Opening > 6'8"(Design Concepts)....................
Maximum Building Dimension, L . •
Nominal Height of Tallest Opening2..
SheathingType................................... .........(note 4)............................................................................
Edge Nail Spacing..................:.......... . .......(Table 11 or note 4 if less)........................ -
Field Nail Spacing............:................. .... ..:..(Table 11)................................................. in.i
Shear Connection(no. of 16d Comm na s)(Table 11)........................................................
Percent Full-Height Sheathing...... ... .........:(Table 11)...................................................._
5%Additional Sheathing for Wall •Opening> 6'8"(Design Concepts)..........., .
wi• ..
Wall Cladding
Ratedfor Wind Speed?................................... ................ ........ ...............................................................
5.1 ROOFS
Roof framing member spans checked?............ .....:....(For R ers use AWC Span Tool, see BBRS Website)
Roof Overhang ........................................ .........(Figure 9) ............. ft 5 smaller of 2'or V3
Truss or Rafter Connections at Loadbearing W-Ils
Proprietary Connectors
Uplift....................................I.........(Table 12)...... ...............................::...U= plf
Lateral.................................. .........(Table 12)......... ..................................L= plf
.If
Shear..................................... .........(Table.l2).............. ..............................S= •P
Ridge Strap Connections, if collar ties not used er page 21... (Table 13).. ...
Gable Rake Outlooker................................. ........(Figure 20) ............. ft smaller of 2 or L/2 '
Truss or Rafter Connections at Non-Loadbearin Walls
Proprietary Connectors
Uplift....................................... ........(Table 14)............................ ..............U= lb.
Lateral (no. of 16d common na s)...(Table 14)........................... ..........L= . lb.
Roof Sheathing Type................:.... (per 780 CMR Chapters 58 and ) .............
Roof Sheathing Thickness i Z 7/16'WSP
Roof Sheathing Fastening..................................... ......(Table 2)...I.........................:.............. ...I.......
Notes:
1. This checklist shall be met in its entirety, excluding the pecific exception noted in 2, to comply with a requirements of
780 CMR•5301.2.1.1 Item 1. If the checklist is met in it entirety then the following metal straps and ho downs are.not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17
e. Comer Stud Hold Downs per Figure 18a and Fi ure 18b
2. ' Exception:Opening heights of up to 8 ft. shall be permitt d when 5% is added to the percent full-height sheathing
'requirer6ents shown in Tables 10 and 11.
3. The bottom Of plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade.
{ sr o Town of Barn-stable
` Regulatory Services
suwsr�st.E.
9 MA & $ Thomas F.Geiler,Director
16 '%.Building Division
Tom Perry,Building Commissioner
200 Main Street,Hyannis,MA 02601
www.town.b arnstab l e.ma.us
Office: 508-862-403 8 Fax: 508-790-6230
t
Property Owner Must
Complete and Sign This Section
If Using A Builder
f
t ec bj as Owner of the suproperty
J ,
hereby authorize ;Y/A �': (IxUrff�.r/ to act on my behalf,
in all matters relative to work authorized by this building permit application for.
(Address o Job)
61'r zv��_
Signature of Owner Date
f
Print Name
f
If Property Owner is applying for permit please complete the
Homeowners License Exemption Form on the reverse side.
n.rnn r n.ncr nrcn nan i rrnnrn�.,
Town of Barnstable
Regulatory Services
- Thomas F. Geiler,Director :.
EARrrsrwsr e.
Building Divisi
rFD Tom Perry,Building Com 'ssioner
.... .... -_ .... ..200-Maii.Street,—Hyannis; -02601
www.town.barnsta le-ma.us
Office: 508-962-403 8 Fax: 508-790-6230
HOA\WNER LI E EXEMPTION
ease P int
DATE:
JOB LOCATION:
number s c village
"HOMEOWNER!"
name ho p ne# work phone#
CURRENT MAILING ADDRESS:
city/town states zip code
The current exemption for"homeowners"was extetdo include owne _occupied dwellings of six units or less and
to allow homeowners to engage an individual for hio does not posse °a license,provided that the owner acts as
supervisor.
DEFINTTOF HOMEON'PNER
Persons)who owns a parcel of land onwhich he/shdes or intends to resid on which there is, oris intended to-
be, none or two-family dwelling, attached or detachuctures accessory to sue use and/or farm structures. A
person who constructs more than one home in a twoperiod shall not be consid a homeowner. Such
"homeowner"shall submit to the Building Official orm acceptable to the Buildin Official,that he/she shall be
res onsible for all such work erformed under the b ermit. (Section 109.1.1)
The undersigned"homeowner"assumes responsibili y for compliance with the State Btiildin ode and other
applicable codes,bylaws,rules and regulations.
The undersigned."homeownee'.certifies that-he/she i derstands the Town of Barnstable,Buildiag D arhnent
minimum inspection procedures and requirements that he/she will comply with said procedures an
requirements.
Signature of Homeowner
Approval of Building Official
Note: Three-family dwellings containing 35,0 0 cubic feet or larger will be required to comply with the
State Building Code Section 127.0 Construction Control
HOMEOWNE 'S EXEMPTION
The Code states that "Any homeowner performing work fo which a building pernvt is required shall be exempt from the provisions
of this section(Section 109.].)-Licensing of eanstructiom Supervisors); rovidcd that if the homeowner engages a person(s)for hire to do such
work,that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that th are as
the responsibilities of a supervisor(sec Appendix Q,
Rules&Regulations for Licensing Construction Supervisors,Section 2.15) is lack of awareness often results in serious problems,particularly
when the homeowner hires unlicensed persons. In this case,our Board cannot occed against the unlicensed person as it would with a licensed
Supervisor. The homeowner acting as Supervisor is ultimately responsible.
To ensure that the homeowner is fully aware of his/her msponrsrbilities, y communities require,as part of the permit application,
that the homeowner certify that he/she understands the responsibilities of a Superviso On the last page of this issue is a farm currently used by
several towns. You may care t amrnd and adopt such a fomn/certification.for use in your community.
Q:forms:homerxempt
/ee�oma�nanu�a a a�./aaet¢cju�ae4a
Board of Building Regniadons and Standards. V.
HOME IMPRQVEMENTCONTRACTOR
r Registration: 116609
Expiration 9/2010 Tr# 268043
`'Type:,'Indpidual
BILLY E CAUTHEN -
BILLY CAUTHEN
86$ETH LANE `
'HYANNIS,.MA 02601 l Adaiinistrator
Massachusetts-pe
Boars!of Pantitent of Publie Safeh
Building Regulations a.
Construction Supervisor St:tiiilards
License: CS L Icense
Restrict 9975
ed.,to: ,00.
86 ETH At,
UTHEN
HYANNIS," 026U1 :.
f"' nissioner Expiration; 8/1
�011'
Tr#; 2156.
r.'
r'
i
._-,...r.._ 1.
< �rrwrr�wr wrw�
x �
W Y
l
\ f�
v2,
`..........
, ? �,
y�N
cK
Op
j
t.O,
�. ;; 1;k.,., ?y �S1,..tom S ,• ,_ $
- y
_ ¢ �..� .� r� � .G,•3,"-^r °�' t..\�*-s7.� } �t' �`Tti �`'K tr va,�>c� i': ;,p x-0�*t r ,
* s r
Parcel 13? Permit# '
� 41� 4th floor 8:30- 9:30/1:00- 2:00 ,�1 ( ) ( . ) Date Issued
d Board of Health(3rd floor)(8:15 -9:30/1:00-4:45) i " S—("2Fee
Engineering Dept.(3rd floor) House#
HE
r�-Oow
4DP
ST BE
19 SEPTIC
INSTALLLIANCE
TOWN OF BARNSTABLE ' WITH TITLE 5
Bui ding Permit Application
, ENVIRONMENTAL CODE AND
' T011M REGULATIONS
Project Stre Address ezi
Village
Owner 9L gecc Address 'J '
�JTelepho
Permit Request
First Floor square feet '
Second Floor square feet
Estimated Project Cost $ Q-7lD . d?)
Zoning District Flood Plain Water Protection
Lot Size Grandfathered ?
Zoning Board of Appeals Authorization Recorded
Current Use Proposed Use
Construction Type
Commercial Residential
Dwelling Type: Single Fa ly , Two Family Multi-Family
Age of Existing Structure Basement Type: Finished
Historic House Unfinished
Old King's Highway
Number of Baths �?�— No.of Bedrooms
Total Room Count(not including baths) First Floor
Heat Type and Fuel Central Air Fireplaces
Garage: Detached ✓ -Other Detached Structures: Pool
Attached Barn
None Sheds
Other
Builder Information
Name �_U Telephone Number
Address License#
Home Improvement Contractor#
Worker's Compensation#
NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS
PROPOSED STRUCTURES ON THE LOT.
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE S�. — 7 _ l°� o� �,, DATE "�, _ !S , l`�C�
BUILDING PERMIT DENIED FOR THE FOLL®®OWING RE SS)
} - FOR OFFICIAL USE ONLY
_ A PERM NO.
DA SUED - M
MAP/PARCEL NO.
DRESS 1 VILLAGE
OWNER
DATE OF INSPECTION:
, + 1 � i ar•
FOUNDATION
FRAME
INSULATION
FIREPLACE+ 1
ELECTRICAL: 4 ROUGH !, FINAL t F
PLUMBING: ROUGH FINAL
t _ i
C 1
GAS. ROU,�HI� FINAL
'. FINAL BUILDING 1t
fri
rn
DATE CLOSED OUT w it qy it 1 s i t ; • 4
ASSOCIATION PLAN NO •a ® t y t i
hl o kt E,4-r
/QV C RLLL.� IN WrNDor.Jf 'p2 -Do0(Z dx8 (?T-• Lc'D&E2 .
W IrJDowy 9=!„" H 1&4 bL- GL I n£- THEr�M0,-PANE e- /a''oc . �y� r3oL•T
I 5T•tP- Dow
O
' PORGhI /2FNLODE� ` —
Ex,yrr"vv Rooms t SE,ta Eo/ERD GCG. STA-y A� /S Z v
EXI-5T1 rJG 60"T'IA)OU5 a -a.xg HEAZ>Ere� S7A
ALL NEW 1`�ECK r K rI2T -h �j
/t(L-. /V,cw MAP-Vey U/rVL/L 6t-lT,711./G LU/n.)r-)o f � C ?
NEW 3D xb8 J=Ut.L. T" oor- W/ /y" FULL t.."r"31D£f �} .
^ �Yxb POg i j GONT/ -TWkU F&0-i T-oOnr�G To
--3�Y TtG ycoo /ALG uruaER.kD2f x
------------
ax 8-../RIM.._-
9'z" 5�' h 3 y I5'a" 5 a" ter, 3 S��` S Via' IS 'S 9��' S'�" S' a' SI'a 3 5'
3 Y--(o"
I_ r
�CQ02 s?l�4�-- �CC.4LE %y"c ! -Y''' Fnr�n/DgT7l�il r E K/ I Y A& P05r At,i- ATDP
5on111'ya oto w/ i3lr, FOo%. FTGf.
�- YPsT GP,ADE
r o
5C4L� /r!' r -0 " CO NC, ,` +-rTAcP /NTv
` GONT/ UVU5 CO/UNtC 7 25
T-RDrvl Foe?-1AJ 5 •Ta 'Ex(S�.uG
Ex,sr. /ZooF g I S Id EZI S-T
EwST• lica FAA--IA fSoGF/T Aj /S
ExTRA F01Z REPAr(2 02
+8eD MO L-(VIPJC-T t D .urOoa �h s brrpL -
KEVSE Ex(5T. GVTr6ozf t SPOUT$ ay b
EXI T 5�c 1
� S)D/,vG- MATCH Ft.4/.i2 ,/a"cDx PLy txT• gN�.F'r7nIU
5 aX8 enl>Tr/ v /rTA_yf Ag /g`ovER 9 VIE-K
ND2 W1n1Dow sJ END $ Ty
4x6 P05T5 NEW UNDE& W/NDocuf,
C L_AP 150AQ-D 4'`T.T.W.-r-
GONTIn10uS �20M o CE7mENT t50AOLD
TOOT/"uG Tb
> xI,5T-rNG //E:4Dc2 1 E�'sT•
Xff LEa6tR
TR/M T3£TWEE.N W/NDOW/j
.¢ROUND P1AN£ - PRIMeD OF.DEK WrtirDOwS ON SITE - mu5 FIT
oZ P•T; S
W W EXACTLY /7ETJE /U
x* \ W� THRUM dOa1.UC �i"x y%a�' S I+ARV E T1I ERMO- N 0 GRILLS 5 5
R/kI LL/n165- 3D A•(/n1 ALL, PT, aaA 0 ' „ W(,u DOW t DoOR cFFEOu(-E -
axv TDP -I' l�TM. RAIL I 'aW � ff NVM,F--- --- RO . _�
4x4 00- !s °o x= Vo 3/YTrG. Fro021.�6 A GLID�nf_._ � — ----- ---�- L1lE
dx a S LA-r
$TRr2f P.T. //"rR£gDS� axs Bo ax8 SD(ST�y /(o"DC C
3%e-
20u1j OF- 51,1 /V"SrDf' LTf UC
01 -r I J/ T 21F y
SW/vG cU CL/ENT
' D l�I,rDC.ef — — —
i E
conic. PI}D 7)05T CAP
50—AS x!
la" Wl r316 FOOF FTGf.�/7 '
N' MIo1 . $£I-prJ &RAVE I aXY 7-W * C37-M AA /Lj!
r /xY ATOP- PINE
ME�7 NEW . C 0 Q 0 CONT/"O-f - L� PRImleD
Con�UEGTU2f A5 RrQ. FRAM I A rRnc/S ti�C 7-1l�nl
CiC,—/ICE 7�rf�-��•.
PAv- a 0f
, i t
i
l
I
k
Ia
Ll [!H
� i II Ili II it I I Ii �
fR/7nJT tLE v.13 rnOti.l - A e A e E,Ay p -
�1u
--
(_�
Rl &tFT 4-y!�,- 7nnl
�QRcr� 2�rvlo.7-E - 3 SE�4 SOLI_
SCALE: , APPROV ED BY:
O � DRAWN BY
_ DATE:�a.9.O REVISED
�Y SNA20/J (nnLON�- JI7NNfDN- 777y
DRAWING NUMBER
J ohm