24 HORTON STREET - ZBA W 24'Horton St.: R .1
Kathleen'French
iJ r �A� �i � ���;tr'
/���
r, `24 Horton St; R-1 MOM"
Kathleen'French
,gQ_d.
////
No. 153L•2
HASTINGS. MN
LOS ANGELES•CHICAGO•LOGAN.ON:
MCGREGOR,TX-LOCUST GROVE.GA
U.S.A.
�� � f�itt� af. ��lrm, i��ssz�chusetts
'BnttrD of -Au
peal SEP
iJ
DECISION ON THE PETITION OF KATHLEEN FRENCH ( PETITIONER) HORTON TRUST (OWNER)
FOR A VARIANCE AT 24 HORTON STREET (R-1 )
A hearing on this petition was held August 21 , 1991 with the following Board Members
present: Richard Bencal, Chairman; Joseph Correnti, Richard Febonio, Edward Luzinsk!
Mary Jane Stirgwolt. Notice of the hearing was sent to abutters and others and
notices of the hearing were properly published in the Salem Evening News in accord-
ance with Massachusetts General Laws Chapter 40A.
Petitioner is requesting a Variance from side and front setbacks to allow con-
struction of a garage in this R-1 district.
The Variance which has been requested maY be granted may upon a finding of the
Board that:
a. Special conditions and circumstances exist which especially affect the land,
building or structure involved and which are not generally affecting other
lands, buildings or structures in the same district.
b. Literal enforcement of the provisions of the Zoning Ordinance would involve
substantial hardship, financial or otherwise to the petitioner.
c. Desirable relief may be granted without substantial detriment to the public
good and without nullifying or substantially derogating from the intent of the
district or the purpose of the Ordinance.
The Board of Appeal, after careful consideration of the evidence presented at the
hearing, and after viewing the plans, makes the following findings of fact:
1 . There was no opposition or support voiced to the plan.
2. The construction of the garage would be less of a use than the construction
of a dwelling unit.
3. The placement of the garage in the proposed location would allow the
petitioner a better and more fuller use of the property.
On the basis of the above findings of fact, and on the evidence presented at the
hearing, the Board of Appeal concludes as follows:
1 . Special conditions exist which especially affect the subject property but
not the district in general.
2. Literal enforcement of the provisions of the Zoning Ordinance would involve
substantial hardship to the petitioner.
DECISION ON THE PETITION OF KATHLEEN FRENCH ( PETITIONER) 'dORTON TRUST (OWNER)
FOR A VARIANCE AT 24 HORTON STREET, . ALEH
page two
C 3. �Ddsrraban�2 relief may be grantee without substantial 1bfrimenj ttg theppublic
u goon 4githout nullifying or substantially derogating from the int&t of
C, ; , the district or the purpose of the Ordinance.
b
,;,. . .
Therefore, the Zoning Board of Appeal voted unanimously, 5-0, to grant the
Variances requested, subject to the following conditions:
1 . Petitioner shall comply with all City and State statutes, ordinances, codes
and regulations.
2. All construction is to be done as per the plans and dimensions submitted.
3. Petitioner shall obtain a legal building permit.
4 . Exterior finishes for the new garage shall be in harmony with the finishes
of the existing dwelling.
S. A Certificate of Occupancy shall be obtained.
6. Petitioner shall comply with all requirements of the Salem Fire Department
relative to smoke and fire safety.
7• The garage shall be used for storage only.
Variance Granted
August 21 , 1991 pp��
Richard A. cal, Chairman, Board of Appeal
A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK
Ao I too o y" d=cisiem if rny, shall be made pursuant to Section 17 0
^ra Less, Chaot::r S03, and st'•c!; be filed within 20 dayi
d : iiC.n ..f t s decision in tic Gf(ice of tho C:y CIA.
. _,. r qu Laws C rao:er 50% section ti, t o variance
,'::rrt It crin'ed hereir sha! sol take effect unu a copy of the
• c, '.f itztirn of she City Clerk that 20 days ha':
na•'n{:eal has Leen iit_d. or :.r n if such aPPeal has been
't it vs been dlsmisse•A or Come c recorded in the Sou.h Essex
Registry of Deeds and indexed under rile name or the owner of record or
is recorded and noted •n the owner's Certificate of Title.
n
BOARD OF APPEAL
C�
(Elty of Irm, � �ss�clTusett
$ uttrd of eul
SEP
v S
DECISION ON THE PETITION OF KATHLEEN FRENCH ( PETT_TIONER) HORTON TRUST (OWNER)
FOR A VARIANCE AT 24 H09TON STREET (R-1 )
A hearing on this petition was held August 21 , 1991 with the following Board Members
present: Richard Bencal , Chairman; Joseph Correnti, Richard Febonio, Edward Luzinski
Mary Jane Stirgwolt. Notice of the hearing was sent to abutters and others and
notices of the hearing were properly published in the Salem Evening News in accord-
ance with Massachusetts General Laws Chapter 40A.
Petitioner is requesting a Variance from side and front setbacks to allow con-
struction of a garage in this R-1 district.
The Variance which has been requested may be granted may upon a finding of the
Board that:
a. Special conditions and circumstances exist which especially affect the land,
building or structure involved and which are not generally affecting other
lands, 'buildings or structures in the same district.
b. Literal enforcement of the provisions of the Zoning Ordinance would involve
substantial hardship, financial or otherwise to the petitioner.
c. Desirable relief may be granted without substantial detriment to the public
good and without nullifying or substantially derogating from the intent of the
district or the purpose of the Ordinance.
The Board of Appeal, after careful consideration of the evidence presented at the
hearing, and after viewing the plans, makes the following findings of fact:
1 . There was no opposition or support voiced to the plan.
2. The construction of the garage would be less of a use than the construction
of a dwelling unit.
3. The placement of the garage in the proposed location would allow the
petitioner a better and more fuller use of the property.
On the basis of the above findings of fact, and on the evidence presented at the
hearing, the Board of Appeal concludes as follows:
1 . Special conditions exist which especially affect the subject property but
not the district in general.
2. Literal enforcement of the provisions of the Zoning Ordinance would involve
substantial hardship to the petitioner.
DECISION ON THE P17717TG-9 OF K.=T2L33b] FRENCH ( F'E:'_TIONER) HORTON TRUST (OWNER)
FOR P. VARIANCE AT 24 r, RTOi9 .STREc^, S,LE11
page two
DDtlsrrinbPe' relief may be granted without substantial ,6rinen� to thef�public
good and,Bwithout nullifying or substantially derogating from the lht�tt of
the district or the purpose cf the Ordinance.
Therefore, the Zoning Board of Appeal voted unanimously, 5-0, to grant the
Variances requested, subject to the following conditions:
1 . Petitioner shall comply with all City and State statutes, ordinances, codes
and regulations.
2. All construction is to be done as per the plans and dimensions submitted.
3. Petitioner shall obtain, a legal building permit.
4. Exterior finishes for the new garage shall be in harmony with the finishes
of the existing duelling.
5. A Certificate of Occupancy shall be obtained.
6. Petitioner shall comply with all requirements of the Salem Fire Department
relative to smoke and fire safety.
7 . The garage shall be used for storage only.
Variance Granted
August 21 , 1991
Richard A. Bencal, Chairman, Board of Appeal
A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK
Aft- I !.om tl,i; decision, if r.n y, shall be made pursuant to Section 17 CR
Lav:;, C;--pl�r ,9C3, and st•:'.!1 be filedrday
ithin G0 n
d: il.:n; of thi; decision in tle office of the City Clerk.
„ .,, ;(, Charter 573, Section 11, iha Varia^ce
of take effect until a co;ry of the
a:C.ecetirn of th^. city Cork that 20 days ha'.':
..��.... . :,❑r� nn ,r.Ceal hos been fID_7. or t!,,.t, if euch appeal h[u been
fuer.r.h t it ics teen d-eml;ae or r'omea c recorded in the South Erex
Registry of Deeds and indexed under tiie name or the owner of record or
is recorded and noted m the owner's Certificate of TWO.
BOARD OF APPEAL'
(1�it ofttlem, ttssttCl�usPtfs
Poura of AFVeal
�ht<om�v4`
September 9, 1991
Notice is hereby given that as of September 4, 1991 the
decision of the--,'.Board of Appeal has been filed in the office
of the City Clerk to grant the petition of Kathleen French
for .Variances to allow construction df;.a garage at 24 Horton
Street.
BOARD OF APPEAL
Brenda M. Sumrall
Clerk of the Board
Appeal from this decision, if any,shall be made pursuant to Section I7 tR
the Mass. General Laws, Chapter 808, and shall be filed within 20 days
after the date of filing of this decision in the office of the City Clerk.
Pursuant to Mass. General Laws, Chapter 808, Section 11,.the Variance
or i0,,eciai Permit granted herein shall not take effect until a copy,of.the
decision, bearing the certification of the City Clerk that 20 days ark: -
elapsed and no appeal has been filed, or that, if such appeal has been
filed, that R has been dismissed or denied is recorded in the South Essex
Rggistry of Deeds and indexed under the name oc the owner of record.or
is recorded and noted to the owner's Certificate orf Title.
BOARD OF APPEAL
V
DATE OF HEARING a✓
PETITIONER
LOCATION ey
MOTION: TO GRANT / SECOND
TO DENY SECOND
TO RE-HEAR SECOND
LEAVE TO WITHDRAW SECOND
TO CONTINUE SECOND
ROLL CALL PRESENT GRANT DENY WITHDRAW RE-HEAR CONTINUE
RICHARD BENCAL {�
JOSEPH CORRENTI
0 RICHARD`.FEBONTO t/
EDWARD LUZINSKI
MARY JANE STTRGWOLT
ASSOCIATE MEMBERS
RPNAiD-PLANTE -
ARTHUR-C BRECQUE
CONDITIONS:
CITY OF SALEM
BOARD OF APPEAL
745-9595 Ext. 381
Will hold a public hearing for all persons inter-
ested in the petition submitted by Kathleen French
for any and all variances necessary to allow con-
struction of a garage at 24 Horton St. (R-1). Said
hearing to be held Wednesday, August 21, 1991
at 7:00 P.M., One Salem Green, 2nd Floor.
RICHARD A. BENCAL, Chairman
August 7, 14, 1991
♦ � � � � ♦ t •_R__A
� f t � f t • t ; } � R
i f ♦ 1 1 1 1 / # t f �,
CITY OF SALEM
BOARD OF APPEAL
745-9595 Ext. 381
Will hold a public hearing for all persons inter-
ested in the petition submitted by Kathleen French
for any and all variances necessary to allow con-
struction of a garage at 24 Horton St. (R-1). Said
I hearing to be held Wednesday, August 21, 1991
at 7:00 P.M., One Salem Green, 2nd Floor.
RICHARD A. BENCAL, Chairman
August 7, 14, 1991
f
f�R f R 1 R t R__R�
r
0►
k R f R R f f R f R f R
i 1 R f R f ! R t 1 R
I .
, f
CITY OF SALEM
4' BOARD OF APPEAL
745-9595 Ext. 381
Will hold a public hearing for all persons inter-
ested in the petition submitted by Kathleen French
for any and all variances necessary to allow con-!
j struction of a garage at 24 Horton St. (R-1). Said
hearing to at e
7.00 P M., One Salm Green,2nd floor., August 1991
- RICHARD A. BENCAL, Chairman
August 7, 14, 1991
► • r R R ♦ • R_R_11�R_t
• R 1 R t R R 1 R R R R
+�,I R R R f R R f R R R
CITY OF SALEM
BOARD OF APPEAL
745-9595 Ext. 381
Will hold a public hearing for all persons inter-
ested in the petition submitted by Kathleen French
for any and all variances necessary to allow con-
struction of a garage at 24 Horton St.(R-1). Said
hearing to be held Wednesday, August 21, 1991
at 7:00 P.M., One Salem Green, 2nd floor.
RICHARD A. BENCAL, Chairman
August 7, 14, 1991
} } R R } f f f_/t11�__tLC_'
1 } ! 1 f f f f R R R f f
}_; f t i f f } } f t f R
CITY OF SALEM
BOARD OF APPEAL
-z. 745-9595 Ext. 381
Will hold a public hearing for all persons inter-
ested in the petition submitted by Kathleen French
for any and all variances necessary to allow con-
struction of a garage at 24 Horton St.(R-1). Said
hearing to be held Wednesday, August 21, 1991
at 7:00 P.M., One Salem Green, 2nd floor.
RICHARD A. BENCAL, Chairman
August 7, 14, 1991
#'f f 1 f f f f_f�.1r_!f_
t'N f 1 f f f f f f f k f
t�__I fftf f wffeff
CITY OF SALEM
BOARD OF APPEAL
745-9595 Ext. 381
Will hold a public hearing for all persons inter-
ested in the petition submitted by Kathleen French
for any and all variances necessary to allow con-
struction of a garage at 24 Horton St. (R-1). Said
hearing to be held Wednesday, August 21, 1991
at 7:00 P.M., One Salem Green, 2nd Door.
RICHARD A. BENCAL, Chairman
August 7, 14, 1991
f'1 w f f 1 t f_R�.1r1�__tL
f-f f 1 f f 1 1 R R 1 f 1 f
4-I f 1 f 1 t 1 f k t 1 f f
� �'3
APPEAL CASE NO. .. .. .. . . .. .. .. .. . . . . . . .
gity, of grsi>?m, Eltts usPft$
TO THE BOARD OF APPEALS:
The Undersigned represent that he is are the owners of a certain parcel ofistrland located
oc 1 d
at NO. . . . . 2. . .>3vrton. street . . . . . . . . . . :. .
and said parcel is affected by Section(s) . . . . . . . . . . . . . . . .
of the Massachusetts State Building Code.
Plans describing the work proposed, have been submitted to the Inspector of Buildings in
accordance with Section IX A. 1 of the Zoning Ordinance.
For anv and all necessary variances to construct a garage. P6 vakiianceCD
was granted in 1983 to construct a single family dwelling.
O r U
rn
(nn C i
n m
l ,. rs W C7
to ctti ..
The Application for Permit was denied by the Inspector of Buildings for the following
reasons:
The Undersigned hereby petitions the Board of Appeals to vary the terms of the Salem
Zoning Ordinance and/or the Building Code and order the Inspector of Buildings to
approve the application fee permit to build as filed. as the enforcement of said
Zoning By-Laws and Building Code would involve practical difficulty or unnecessary
hardship to the Undersigned and relief may be granted without substantially dero-
gating from the intent and purpose of the Zoning Ordinance and Building Code for
the following reasons:
Ucu2-Q_.a.ti 0 screw
r
m o Cn
�m
> Co
rnm
cn LAD
Cn
Owner. . The JIPrtQn. T3ZVPt . . .. . . .. . . .... . . .
Addresst . ... .. . . . .. .... ..
Telephone.. . . . . . . . . .. .. . . . . . . . .... . . . . . . . . . .
Petitioner.$athleen A:. French.. . .. , . . . . .
/1Address. . . .&2. Ijorton� 5taeet. . . .. . . . .. . . . .
Date. . . . !. :.( ;,C . . . . . . Telephone. .744.2110 .. .. . . . . .. . . . .. . . . . . . . .
Three copies of the application must be filed with the Secretary of the Board of
Appeals with a check, for advertising in the amount of. .. . .. . . . . . ... . . . ...
four weeks prior to the meeting of. the Board of Appeals. Check payable to The
Evening News.
^ Z
I.
v
/1
'l.
m C L F
<_ Z C
C
T
_ r
� y
.ter
.j
c
y
NOTE.' ,
THIS PLAN IS NOT TO BE USED FOR TITLE INSURANCE
PURPOSES NOR FOR RECONSTRUCTION OF PROPERTY LINES.
d5
-. ._... }JCw: �bPoww . Co . . _ 7—,4- TMST
r
o I
doh"aa
K�TE�N A'
sf,Ee-,vc,5�
0 �
-- - - --
j
ASSESSORS ' MAP24, LOT 32
REFERENCES.'
DEED BOOK AS PAGE 36'1
I CERTIFY TO THE P 0 I i._D I NG I NSPEt-0k PLOT PLAN
THAT ME L07- SHONN HEREON /S VACANT. OF LAND IN
DONALD PREPARED
PREPARED FOR
DESMO1. JR. -
7IE //O/Q r0N 7)?U5T
No. 31722 0 KATHLEE/V A • 1"-9ENGHf ,T'KV Z0-F2F
"ic sTCRE°
i u SCALE.' I " =20 JULY 7 , 1991
O 20' 40 Sol mum
60
OA TE PROFESSIONAL LANG UR EYOR l _12 -
H,gA HANCOCK SURVEY ASSOCIA TES, IM
2 ELECTRONICS AVENUE-DANVERS, MA 0192.
CHECKED BY.' 4544
APPEAL CASE NO. . . . . . . . . . . .. . . . . . . . . . . .
II1211P12T� tI$StTtl2$P13
�. 'Paar>3 of r�}rrnl
TO THE BOARD Of APPEALS:
The Undersigned represent that he is are the owners of a certain parcel of land located
at NO. . . . . 2.4. .IjPr.tori. 5.tu.e.t . . . . . . . . . . .. . . . . . . . . . . . . . .^. . . . . . .Street; Zoning District.R-?
and said parcel is affected by Section(s) . . . . . . . . . . . . . . . .
of the Massachusetts State Building Code.
Plans describing the work proposed, have been submitted to the Inspector of Buildings in
accordance with Section IX A. 1 of the Zoning Ordinance.
For any and all necessary variances to construct a garage. A variance
was granted in 1983 to construct a single family dwelling.
' � c
b LJ1 r
�ry co _
D�Ty
mE W 7
xrn N p
3� M
The Application for Permit was denied by the Inspector of Buildings for ttre fol5wing
reasons:
The Undersigned hereby petitions the Board of Appeals to vary the terms of the Salem
Zoning Ordinance and/or the Building Code and order the Inspector of Buildings to
approve the application fee permit to build as filed, as the enforcement of said
Zoning By-Laws and Building Code would involve practical difficulty or unnecessary
hardship to the Undersigned and relief may be granted without substantially dero-
gating from the intent and purpose of the Zoning Ordinance and Building Code for
the following reasons:
for 0-41 v atl &t u 11aAt 0_,K_ lt. ajx6t.l, Ot-
g o& cue Q (lQJt.t.� 6-g-A cp_AA_,t�ct t'&
o0
!)x:
Mr y
N Cb
Owner. . The .HOX.tQP. .UVP-t . . . . . . . . . . . . . . . . .
Address?_4 XQrtQn. SA';VPt . . . . .. . . . . . . . . . . .
Telephone. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Petitioner Kathleen A:, French. . . . . . . . . . .
Address. . . . . . .
Date. . . . . . . . . . . Telephone. .744-2110 . . . . . . . . . . . . . . . . . . . . . . .
.. . . . . . . . . .
Three copies of the application must be filed with the Secretary of the Board of
Appeals with a check, for advertising in the amount of. . . . . . . . . . . . .. . . . . . . . . . . . .
four weeks prior to the meeting of the Board of Appeals. Check payable to The
Evening News.
NO....................................
PETITION 10 BOARD 01: APPEALS
LOCAI ION
.............I.................-......- .11..................
PEI I I IONFR.......... ......... ................
ADDRESS.... ..........
................................................
CONDI I IONS
.................
.......... ....................................
............ ........... -........... ........................
...............................I.......- .....................
............. ................-1-....... ....................
......................................I..........................
............ ............... .............. .....................
PETITION APPROVED....................
❑
DENIED................
...... 19
NOTE.'
THIS PLAN IS NOT TO BE USED FOR TITLE INSURANCE
PURPOSES NOR FOR RECONSTRUCTION OF PROPERTY LINES.
--�i - -- - --- lJew: q) Powcar _ Co . . .. T� �awcH TueT
d :
o
00
�(ATt1LEE/J Ar
v /-Ea-1VCff'
ti
e� 3
7 - —1--- -
i
ASSESSORS ' MAP24, LOT 32
REFERENCES.'
DEED BOOKX'..W,, PAGE.56�
I CERTIFY TO TWE 5UILDING INSPE--70 d PLOT PLAN
THAT THE L07' SHOWN HEREON /S VACANT- OF LAND IN
EALEM MA .
Doan[° `y� PREPARED FOR
7NE 1-108 rOAl T -
° UST
ENo°3n gl K aTHGEF/V A • FRCNGH ,7r V ZSTELF-
,^ C STtR,
Duo SCALE.' 1 " =20 JULY 7 , 1991
20' 40' 60�
DATE PROFESSIONAL LAND UR EYOR
HSA HANCOCK SURVEY ASSOCIA TES, INC
2 ELECTRONICS
R�O"NI�CS A VENUE-DANVERS2
, MA 019
CHECKED BY.'4"74544
DATE OF PERMIT I PERMIT No. OWNER LOCATION
Linda Baillie 124 Horton St. R-1 S
STRUCTURE MATERIAL DIMENSIONS No.OF STORIES No.OF FAMILIES I WARD COST
i
i
BUILDER
i
I
i
i
BOARD OF APPEALS: Withdrew petition for Variance from lot area, coverage, width,
setbacks, to construct 4/20/83
WITHDREW: 7/20/83 - same as above
BOARD OF APPEAL: 10/21/83 - GRANTED - Variance from lot area, coverage, width,
setbacks to construct single family dwelling_
' r
- . =APPEAL._CASE NO•
k
TO THE BOARD OF APPEALS: r
The Undersigned represent that he is are the owners of a certain parcel of land located
Street Zoning Disirict 1
at PCO. . . . . ZR .$IIFt9n. Atxeet . . . . . . . . � .
; and said parcel is affected by Section(s)
of the Massachusetts State Building Code.
Plans describing the work proposed, have been submitted to the Inspector of Buildings
accordance with Section IX A. 1 of the Zoning Ordinance. �A
r
c t V �rtq„c-a
For any and all necessary variances to construct a garage. A variance
was granted in 1983 to construct a single family dwelling. vr
C*) ` * # `
:4
-� c"IV,,
n
m „p
Nn
am ..z
m< UJ
MM N p
C3 a m
s x - v
The Application for Permit was denied by the Inspector of Buildings for tpe fot�w 91
reasons:"
The Undersigned hereby petitions the Board of Appeals to vary the terms of the Salein
Zoning Ordinance and/or the Building Code and order the Inspector of Buildings to-- z �Jw'
approve the application fee permit to build as filed, as the enforcement of said. ;;
Zoning By-Laws and Building Code would involve practical difficulty or unnecess'ar%i �&o lr
hardship to the Undersigned and relief may be granted without substantially dero. :
gating from the intent and purpose of the Zoning Ordinance and Building Code fo ,�
the following reasons: "
For OAJ y dLe vah' a.kt . d'rc c� «
moco
�I m
{
t-, y
m3.
ch
Owner. . The .HoxtQ 1. TWPt
Address 24 XQ- tQl?. S.txirPt :t
Telephone. . . . . .. . . . . . .. . . . :•
Petitioner. athleen A. French
'
Address. . . .??. HoormStaeet
rt
Date. . . 7.'.�5 .: .9�. . . . . . . . Telephone. .744 . . . . . . . .1. . ... .. .
Three copies of the application must be filed with the Secretary of the Board of
Appeals with a check, for advertising in the amount of. .. . .... . . .....
four weeks prior to the meeting of the Board of Appeals. Check payable to
r ..
Evening News. ..
__ z Wiz- ..x.•_ . -` .
.,::.:........
DATE OF PERMIT PERMIT Ne. OWNER
OW - _ LOCATION ..r
Linda Baillie -1
124 Horton St. R
I .1=
a
STRUCTURE MATERIAL DIMENSIONS No.OF STORIES INe.OF FAMILIESI WARD COST
BUILDER
x.r
BOARD OF APPEALS: Withdrew petition for Variance from lot area, coverage, width,.}
setbacks, to construct 4/20/83 _ ___
WITHDREW: 7/20/83 - same as above
BOARD OF APPEAL: 10/21/83 - GRANTED - Variance from lot area, coverage, width,
setbacks
to
construct ls1ingle family dwelling.
;a
�z g of 3ajem, fliassac4usetts
curb of 'Appeal
'83 OCT 13 P3
DECISION OF THE PETITION OF LINDA BAILLIE FOR A
VARIANCE FOR 24 HORTON STREET CITY CLEF'S OFF
SAL-:i "e""•_s.
A hearing on this petition was held on September 21 , 1983 with the following
Board Members present: James Hacker, Chairman, Messrs., Charnas, Hopper,
Luzinski, Piemonte and Associate Members Bencal and LaBrecque. Notice of said
hearing was sent to abutters and others and notices of the hearing were properly
published in the Salem Evening News in accordance with Massachusetts General
Laws Chapter 40A.
The petitioner has requested a Variance to allow construction of a single family
dwelling in this R-1 district which would not conform to zoning requirements
regarding lot area, lot coverage, lot width, rear setback and front setback.
The Variance which has been requested may be granted upon a finding of the
Board that:
a. special conditions and circumstances exist which especially affect
the land, building, or structure involved and which are not generally
affecting other lands, buildings, and structures in the same district;
b. literal enforcement of the provisions of the Zoning Ordinance would
involve substantial hardship, financial or otherwise, to the petitioner;
c. desirable-relief may be granted without substantial detriment to the
public good and without nullifying or substantially derogating from
the intent of the district or the purposes of the Ordinance.
The Board of Appeals, after considering the evidence presented at the hearing,
- and after viewing plans of the property, makes the following findings of fact:
1 . Neighborhood opposition to petitioner's plan was based on fears
concerning the efficiency of the septic system to be utilized on the
premises, the potential for increased flooding in the area caused by
the construction of the foundation for the house, and dissatisfaction
with the location of the dwelling relative to side and front lot lines;
2. The City Engineer has determined and the Board of Health finds that
the construction of the dwelling will not create or cause a flooding
problem in the area;
3. The City Health Department has approved petitioner's plans for
a septic system;
4. The land abutting the side of the proposed dwelling which is not
sufficiently distant from the lot line according to the Zoning
Ordinance, is "open space" land owned by New England Power Company;
5. The front setback of the dwelling, at the point closest to the sidewalk,
is not substantially less than other front setbacks in the neighbo hoed.-
6. The land abutting the property which is "open space" is not likely to
be sold in any part to the petitioner in order that she might augment
her lot to allow conformance with zoning requirements;
+ '.YT4'..�tc7t x
r DECISION OF PETITION OF LINDA BAILLIE
FOR A VARIANCE FOR 24 HORTON ST.
page two
7. The above described conditions which affect petitioner's lot are special
to it and do not generally affect other lots in the area, as this lot
is one of the few, if not the only, undersized lot in the area bordering
the "open space" property of New England Power;
B.. The construction of a single family home is the only financially
feasible use of the subject property.
-- On the basis of the above findings of fact and on the evidence presented at the
public hearing, the Board" of Appeal concludes as follows: "
1 . Special conditions and circumstances exist which especially affect the
the land involved and which are not generally affecting other lands
in the same district;
2. Literal enforcement. of, the provisions of the Zoning Ordinance would
involve substantial hardship to petitioner;
3. The relief requested may be granted without substantial detriment to the
public good and without nullifying or substantially derogating from the
intent of the district or the purposes of the Zoning Ordinance.
Therefore, the Board of Zoning Appeal by a vote of four (4) to one (1) voted
to grant petitioner a Variance to construct a single family dwelling as shown
on a plan dated June 10, 1983 and submitted to the Board.
� U
ba
Scott E. Charnas, Acting Secretary
LL! C3V C)
M }-
FPd: 'POCjt HiS DECGIO`I. Ir A!e"f, SHALL BE S"AOE"PURSUA"IT TO SECTION 17 OF P`.z 6'.. &
GEN_i'•L LA`dS. CHAPTER EUo, AND SdALL V FO-ED °!MIN 20 DAYS AFMR THE DX(E OF
OF THIS DECISION M THE GFF;CE OF THE CITY CLERK. -
PC^SA':T TO -r:i ACS. CEMRAL L:�t:'C. CHAPTER, S^_4, SECTION 11. THE VARIANCE OR SPECIAL PERMIT
CFi,::. H'REM, SHALL NOT L. EFFECT UNTIL A COPY OF THEJEC!$"N. BEA'!'.!:! THE C.:RT- _
CF THE CITY CLM'I T:., 2O DAYS HAVE ELA?CED A7:O IT"i A?PEAL HAS G""1i Fit.ED,
OR THAT, IF SUiH'FN APPEAL HAS BEEN FILE. THAT IT HAS BEEN OISi,ISSED OR DEiUED IS
RECORDED IN THE SOUTH ESSEX RECGTRY OF DEEDS AND INDEXED UNCER THE NAME OF THE OWNER
OF RECORD OR IS RECORDED AND NOTED ON THE OWNER'S CERTIFICATE OF TITLE
BOARD OF APPEAL "
A C'' d'T OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE "
Vi1.: i�1,-q
OTE. .
THIS PLAN IS NOT TO BE USED FOR TITLE INSURANCE` x
PURPOSES NOR FOR RECONSTRUCTION OF PROPERTY LINES.
,
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ASSESSORS' MAP24, LOT-n
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REFERENCES.
OEEO BOOKAro! 1, PAGE
-y
I CERTIFY TO TRE 5UILDING /NSPF:r7FR PLOT PLAN
THAT THE Lor SHOWN HEREON /S VACANT. OF LAND IN
�
DONALD
yPREPARED FOR j
S DESMOND, JR. °^ TIDE H09 roN 72U5T
NO. 31772 m KATHLEEN A • FRC-/VC.Hosi ,'�'KvaT"FF•
/f 1 t SCALE.' I " =20 JULY 7 ._-1991
74-11 ,{ l 0 ad 40' Gd
TATE PROFESSIONAL LANG UR EMR
/�/� HANCOCK SURMEY ASSOCIATES, IM
/y c ELECTRONICS AVENUE-DANVERS, MA 0192.
CHECKED BY.' 4344
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NOTE ,
THIS PLAN IS NOT TO BE USED FOR TITLE INSURANCE
PURPOSES NOR FOR RECONSTRUCTION OF PROPERTY LINES. r
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3
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ASSESSORSMAP,24, LOT32
REFERENCES.'
DEED BOOKA�, PAGE 366
THAT THE F Lor a SHOWN HE EONN VACANT. PLOT PLAN
OF LAND IN
Of
DONALD- PREPARED FOR
DESMONO, JR. '^
1. SNE /�oeTolV T2UST
No. 31722 /<a7-;q4E6'/V Ai , FRENGH ,77KV Z�T62
- 'AtC$TORE
it SCALE.' 1 " =20, JULY 7 , 1991
20' 40 ' (00
DATE PROFESSIONAL LAND SUrYOR
HOg HANCOCK SURMEY ASSOCIATES, INC.
2 ELECTRONICS A VENUE-DANVERS, MA 01923
CHECKED BY.'
BOARD OF ASSESSORS
CITY HALL PAGE,,, /V
DATE '.- 9,7730/9 2,1`
0 3
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WDEG*I5ION
0N THE PETIT10N 0F
FOR A VARIANCE AT
A HEARING ON THIS PETITION WAS HELD ON
WITH THE FOLLOWING BOARD MEMBERS PRESENT: RICHARD A. BENCAL,
CHAIRMAN: EDWARD LUZINSI.-:11 , VIPE CHAIRMAN: JOSEPH CORRENTI ,
SECRETARY; RICHARD FEBONlOf"MARY JANE STIRGWOLT -&W
NOTICE OF THE HEARING WAS SENT TO ABUTTERS AND OTHERS, AND
NOTICES WERE PROPERLY PUBLISHED IN THE SALEM EVENING NEWS IN
ACCORDANCE WITH MASSACHUSETTS GENERAL LAWS CHAPTER 40A.
PETITIONER IS REQUESTING A VARIANCE FROM/0t�
IN ORDER TO etO-&t� 0
IN THIS te-1 ZONE.
THE VARIANCE WHICH HAS BEEN REQUESTED MAY BE GRANTED UPON A
FINDING BY THIS BOARD THAT:
1 . SPECIAL CONDITIONS AND CIRCUMSTANCES EXIST WHICH
ESPECIALLY AFFECT THE: LAND, BUILDING OR STRUCTURE
INVOLVED AND WHICH ARE NOT GENERALLY AFFECTING
OTHER LAND, BUILDINGS OR STRUCTURES IN THE DISTRICT:
2. LITERAL ENFORCEMENT OF THE PROVISIONS OF THE ZONING
ORDINANCE WOULD INVOLVE SUBSTANTIAL HARDSHIP, FINANCIAL._
OR OTHERWISE TO THE PETITIONER;
3. DESIRABLE RELIEF MAY BE GRANTED WITHOUT SUBSTANTIAL
DETRIMENT TO THE PUBLIC GOOD AND WITHOUT NULLIFYING OR
SUBSTANTIALLY DEROGATING FROM THE INTENT OF THE DISTRICT
OR THE PURPOSE OF THE ORDINANCE.
THE BOARD OF APPEAL, AFTER CAREFUL CONSIDERATION OF THE
EVIDENCE PRESENTED AT THE HEARING MAKES THE FOLLOWING
FINDINGS OF FACT:
�D
ON THE BASIS OF THE ABOVE FINDINGS OF FACT AND ON THE
EVIDENCE PRESENTED AT THE HEARING, THE BOARD OF APPEAL
CONCLUDES AS FOLLOWS:
1 . SPECIAL CONDITIONS EXIST WHICH ESPECIALLY AFFECT THE
SUBJECT PROPERTY BUT NOT THE DISTRICT IN GENERAL.
2. LITERAL ENFORCEMENT OF THE PROVISIONS OF THE ZONING
ORDINANCE WOULD INVOLVE SUBSTANTIAL HARDSHIP TO THE
PETITIONER;
3. DESIRABLE RELIEF MAY BE GRANTED WITHOUT SUBSTANTIAL
DETRIMENT 'TO THE PUBLIC GOOD AND WITHOUT NULLIFYING
OR SUBSTANTIALLY DEROGATING FROM THE INTENT OF THE
DISTRICT OR THE PURPOSE OF THE ORDINANCE.
THEREFORE, THE ZONING BOARD OF APPEALS VOTED �� TOB
THE VARIANCE REQUESTED SUBJECT TO THE FOLLOWING CONDITI NS:
All lumber listed, shM n shaded, may be either Redwood or'Pressure
Treated in accordance with gaver:uwrt standard specifications.
California Redwood: 'use constructicn heart or construction common.
Pressure Treated: use Douglas�-Fir t2 or equivalent.
Instructs ys: P thoroughly. yrequirements2 C A R GARAGE LUMBERy& MILLWORK LIST
1. Stud the Ian thorou hl Be sure to check our local codeQuantic Size Description Board Feet
and if required obtain a building permit. Omit steps 2 through 9 if skit
is poured by contractor. 1 Pc. 2x4 - 14' Treated Wall Plate 9
2. WITH LOFT 5 PCs. 2x4 - 12' Treated Wall Plate 40
Locate the garage on your lot to conform to local code requirements.
Such as side and rear lot set backs. Allow enough room for easy entratce, 1 Pc. 2x4 - 8' Treated Wall Plate 416
exit or tum around. 7g PCs. 2x4 - 8' Precut Studs 47
3. Stake out the foundation carefully be sure all corners are square, diagonal 5 PCs. 2x4 - 14' Studs, Gable
measurement should be equal. Remember that the dimensions on the plan 7 pcs, 2x4 - 14' Wall Plates 65
are to outside of concrete and face of studs. 7 PCs" 2x4 - 12' Wall Plates 56
4. Dig trench for foundation wall and footing. Bottom of trench to extent 1 PC. 2x4 - 8' Wall Plates 5
6" below local frost line. Call Building Inspector to check location
and trenches before pouring concrete. N lA 6 PCs. 2x4 - 14' Cripple Studs 56
5. Pour concrete footing at bottom of trence 8" high. Provide key in fooing �`�a Il t I 4 PCs. 2x12- 10' Header over Door 80
by inserting 2"x4" in center of footing for lerght of trench. Remove1, �� 2 PCs. 2x4 - 8' Header 11
2"x4" after concrete is set. 4 PCs. 2x4 - 10' Blocking over Garage Door 27
6. Form both sides of concrete foundation wall from top of footing to a t 8 PCs. 1x4 - 12' Corner Braces 24
height 8" above established grade. Call Building Inspector to check ' 11 6 PCs. 2x6 - 10' Garage Door Hardware Surround 60
wall forms before pouring concrete. 8 PCs. 2x12- 12' Girder 192
�) 2x6 - 12' Girder Plate 24
Have local electrical contractor install conduit for electrical service, 1� 2 PCs. 320
before concrete is poured. s ,y '{:1n 20 PCs. 2x8 - 12' Floor Joists
h Y�' 4 PCs. 2x8 - 10' Floor Joists & Header 53
After forms are in place and securely braced, pour reodymix concrete `7 � <` f N`\ '"N'. It 2 PCs. 2x8 - 14' Box Sill 37
wy t 2 PCs. 2x8 - 12' Box Sill 32
to the to of forms. Spacing to insure total compaction ,� i
P p g portion and that all �s++t 10 PCs. 4'x8'-3/4" T&G Plywood Floor 320 Sq. Ft.
S lJ
voids ore filled. ..tom.. 84
7. Set anchor bolts in concrete located a ,F shown on foundation plans 6 PCs. 2x6 - 14' Rafter Tie 112
1 3/4" in from edge of concrete and extending at least 2 1/2" above rop, I _ `V 12 PCs" 2x4 - 14' Loft Wall Plates
1 of concrete. Space two bolts per plate minimum. 6 PCs. 2x4 - 12' Loft Wall Plates 48\ �
8. Remove forms after concrete has set. Backfill around exterior of walls c 12 pcs, 2x4 - 12' Loft Studs 96 with soil. Interior of foundation should be backfilled with gravel to within 24 PCs. 2x4 - 8' Loft Studs 128
12" from top of foundation wall. ® ®
12 PCs. 2x4 - 14' Loft Gable Studs (cut) 112
9. Use 4"gravel fill over entire floor area and tamp to within 6" of top - , S.�"?i, 1 2 PCs. 2x6 - 14' Rafter Ledger 28
of rem foundation wall and 8"of top at front to provide 2" putch for '� ser - j� 2 PCs. 2x6 - 16' Clerestory Header 32
If desired use 6"x6" 10 welded wire fabric reinforcing m the floor slab. - - - r--�.T.-,�-.- ,. 42 PCs. 2x6 - 16' oder 8
floor slab. Pour concrete floor slab to thickness as shown on drawing. _ /
ss --,- ^I 1 Pc. 2x6 - 8' Stair He
�� - Rafters 672
10. Place 2'x4" treated bottom plate on top of bolts with edge of 2"x4" s 30 Pcs. 4'x8 -1'2 CDX 24/0 .'Ir. x. `,00t Sneatmre a60 Sc. .
flush with outside face of concrete and tap with a hammer over each Ili Q 148 L.F. Gable Shingle Mold -
bolt to locate position of bolt holes. Drill 3/4"dia. holes in bottom � ��� 148 L.F. Ix8 Fascia & Rake 99
plate. Check by placing 2x4 over bolts and be sure that edge of 2x4 h�, Soffit 19
is flush with face of concrete. �� I�� �� �� �,.� 28 L.F. ix8 Sof �t
�� 8 Pqs. 6"x96 3 8 ' Exterior Plywood Soffit 32 Sq. Ft.
NOTE: Note that the walls are toyed out in at least two panels each. I I �I I,I I'I 7 PCs, :6"x963/8" Exterior Plywood Soffit 75 Sq.. FT.
This has been done for ease of handling the pre-assembled walls. 11 � 32 PCs. 4'x9'-5/8" Plywood Panel Siding with
Vertical Grooves 4" o.c 11,52 Sq. Ft,
Begin construction b assembling wall awls A, B, C and D, on the '� - A,M I Ir, 3 Rol'; -6" -ide Aluminum Foil Kraft Paper -
9 Y 9 P 1 � � (�- �1�I� Ila a ll Ilii
concrete garage sl abe. Assemble all four panels before tilting them up r\{{I- -VII\ VAI I jl l VIJ��I �y�I tsps �ll i j' ' �� - 74 L.F. "Z" Fleshing -
into position. A �I lj� ��I 3llll �Q�llLy�lti�IIII 'V��l4 )A�(�f�Il: j� n�1.11 l��b�,� is 1 �I T I�) 41 3 Rolls 15# Roofing Felt -
11. Lay the predrilled 2"x4" bottom plate and one 2"x4" top plate for � 111 11\` `\I "1 \ l 1 / q k pShingles -
panel "A" side by side and mark position of 2"x4" studs 16" on center \aI "\II�"\ill I°f\ �\ \���`' \1 �l 1� '` "y� 9 2 3 S s. 235 Asphalt
a
`ll 1 20'x72" Glass Casement Sash Window Unit
as shown on panel elevation drawing (note that first stud space on \ I '°'� - � ''r
each end of panels is measured from the outside face of stud to the \�1' �\,I�� \I ,` . � 5 26 1/2"07 1/2" Awning Sash Window Unit
center line of the next stud). Assemble wall section"'A" using pre-cut " ' \ 1 'e 2 9/0x7/0 Sectional Up & Over Garage
2"x4" studs T-8 5/8" long. Nail through top and bottom plates into �l /� _ Door with track and all necessary
studs using two 16 Penney nails at each connection. ardware
12. Let-in bracing. Check panels for squareness. Lay the 1"x4"corner brace I 2j$x6.F8-1-3/8" Garage Service Door Flush
on panel outer corner at top panel down to bottom plate at a 45 degree 64 L.F. 7x4 Door iambs 27
angle. Mark 1"x4" position on each stud. With your circular power ':,64 L.F. Brick Mold Casing
saw cut into stud 3/4" at each mark. Using a chisel and hammer knock 64 L,F, Door Stop '
out the piece of wood leaving a 3/4" recess into which you place the - 54 L.P.. . 1x6 . . 'Nindaw Trim 28
1"x4" corner brace and nail with two 8 penny nails at each stud and 32 L.F. ixtl Nindow, Trm 11
top and bottom plate.
48 C.F. 1x4. Comer Board 16
Repeat steps 10 and 1I for panels "B", "C" and "D"• 23. Nail and glue 3/4" plywood floor to 2"x8" joists. Stagger joints of 56 l. 1x3 Corner Board & Trim 14
.F.
13. Now that you have the first four wall panels assembled you can start so that joints on adjoining sheets do not occur on the same 2 PCs. 2x 72- 1 4' Mair ;trigger 70
the erection of the walls. Tilt u panel "A" and lace it in position plywood I I e GENERAL NOTES 3 PCs. 2x ID- i4' Stair Treads 7.7
P P P P� joists. Nail 8 penny nails b"on center on panel edges and 10" on center
over the anchor bolts. Brace panel securely with 2"x4" brace to at intermediate joists. 1. Design live loads: 1 Pe.. 2..x4 - 18' Stair Post .cu:) 12
ground stake. Place washer and not on anchor bolts and tighten down 24. Now that your deck is in place you have a good working surface on Roof .........................So P.S.F. 3 Pcs. .2x4 - 14' Mair Railing &. Stocking 28
panel. Follow same procedure for panels "B", "C" and "D". which to work. It is suggested that you build the two gable panels and Ceiling ..................... 20 P.S.F. 104 L.F. 1.x4 Loft Railing 35,
14. Add four 2"x4" studs for beam support tight to the end of panel"D", four loft panels on the deck. Raise them into plumb position and brace. Living Area Floor .............40 P.S.F.
Repeat instructions numbers 10, 11, 12 for the assembly and erection Sleeping Area Floor............30 P.S.F. NAILS
of panels E and F. Add two 2"x6" header above stair and 2"x4" studs above stair opening. 2. Soil bearing capacity is assumed to be
Pe n9 3 lbs. 20d Common Nails Coated
15. As panels are erected you can add the 2"x4" tie plate. Lap at corners Nail 2"x6" continuous rafter ledger in lace for support of lower roof All
co Prete
as shown on wall framing elevations. Nail with 16 penny nails 24" rafters. g P PPa 3. All concrete used is to develops minimum 19 lbs. 16d Common Nails Coated
on center. 25. Cutting rafters is simplified by using the diagram provided on the plan. compressive strength in 26 Boys as follows: 3 lbs. 1Ed Common Nails Coated
16. Assemble and erect front wall panels G, H and J. Following instructions Footings and Walls -3000 P.S.I. 6 lbs. 8d Common Nails Coated
Layout and cut a rafter to size and check for accuracy. (Be sure to use Basement Slab - 2500 P.S.I.
numbers 10, 11, 12. 14 lbs. 8d Galvanized Siding Nails
the same rafter as a pattern to make all additional rafters). Garage Floor and Stoops -4000 P.S.I.
17. Assemble garage door header using two 2"x12" cut to 9'-4 1/2" long. 26. Erect and nail the lower roof rafters in place. Be sure rafters are plumb. Using a minimum 5 bag mix per cubic yard. 24 lbs. 1 Ed F nishGlaN i is Roofing Nails
Nailed together with 20 penny nails. Following the same procedure cut and erect the upper roof rafters. 4. All 2"x6" and larger framing lumber spans 4 lbs. 8d Finish Nails
18. Nail 2x4 cripple each side of door opening. 27. Add 2"x4"gable studs as shown on framing elevations to lower roof ore based on the use of No. 2 Spruce-Pine- I Pr. 3 1/2"x3 1/2" Door Butts
19. Lift assembled header into position and rest on cripples and nail to gables. Add 2"x6" blocking for gable end overhang. Fir or equal having a modulus of elasticity I Key In Knob Cylinder Lockset
panel studs using 16 penny nails. 28. Apply aluminum coated Kraft paper over outside stud wall if desired. of 1,300,000 and a normal duration design 22 1/2" dia. x 12" Anchor Bolts with Nuts and
20. Add 2"x4"tie plate to top of remaining wall panels. Nail 2"x6" garage Start siding about 1/2" below top of foundation. Top edge can be nailed value of(f=1200) with a moisture content Washers
door hardware surround to inside face of cripples. into 2x4 at top. Nail siding with 8 penny non corrosive siding or casing not to exceed 19 percent. 624 S.F. 6"x6"-H10 Wire Mesh
21, Make certain that all Girder posts and girder columns are in position. nails space 6" on center at panel edges and 12"on center at intermediate 5. Double floor joists under all parallel partitions. CONCRETE FOUNDATION
"x
Assemble girder using four 212", joints of woad girder members studs. Add any other framing necessary as shown on plan. Add "Z" flashing 6. Use 2-2x12 headers over all exterior load ,-
should be over column supports with splice plates about 2'-0" long where indicated. bearing openings - Unless otherwise noted. (Wall Height Figured at 3 4" High)
nailed to each side. Nail girder together with two 20 penney nails at 29. Apply 1/2" plywood sheathing over roof rafters starting at the bottom of 7. Determine the exact cabinet size on the job 3 i/2 Cu. Yds. Concrete for Footing
each end. Stagger nail 20 penny nails 32"on center along top and the rafter. Stagger joints of roof sheathing so that joints on adjoining after the wall finish has been applied. 8 Cu. Yds. Concrete for Walls
bottom of header on both sides. Raise assembled girder into position over sheets do not occur on the some rafter. Check plan carefully to find 8. Exterior wall dimensions are to outside of 7 Cu. Yds, Concrete for Floor
posts. After girder is in position and level fasten to column plate out how far roof sheathing should extend out at gable ends. sheathing. Interior dimensions do not include
with lag screws. Nail 2"x6" plate to top of girder, drywall
22. Lay 2"x8" loft floor joists 16" on center spanning from rear wall across Apply 1"x8" fascia and 3/8" plywood soffit. 9. Conform to all.dimensions indicated in
center girder. The joist end should be set back 1 1/2"from outside face 30. Apply roof shingles (over felt if desired). Follow manufacturer's preference to scaled dimensions from the
of rear wall to allow for the box sill. Note that the first joist space is instructions in bundle. Extend shingles 3/4" beyond face of trim board, blueprint. NATIONAL PLAN SERVICE, INC.
measured from the outside face of joist to the center line of the next and excess of shingles should be cut from inside only in order to maintain 10, While every attempt has been made in the
joist. Nail joists with 16 penny nails to top plate and girder. Double joists. a trim appearing edge. preparation of this plan to avoid mistakes,
at stair opening. Add 2"x8" box sill, along rear wall. 31 . Trim out door opening with jambs and casing. Build stair as detailed the maker cannot guarantee against human
on plan. Install windows with bottom sill resting on 2"x4" sill plate. error. The contractor on the job must check This plan has been prepared to meet pro- SHEET NO. I
Place 2"x6" rafter ties 48" on center spanning from front wall to girder. 32. Trim eaves and corners. Install doors. all dimensions and details and must be fessional standards of construction. A
Rafter ties and floor joists should la each other b a minimum of 4". Toe 33. Install garage overhead door following the manufacturer's instructions responsible for same.
1 P y g g I1. Provide ground fault circuit protection for all careful study of plan instructions and TOTAL
nail rafter ties to wall and girder, and side nail to floor joists. Add 2"x8" included with the door package. bathroom end exterior electrical outlets. dimensions is advised before starting work
solid blocking between floor joists under center partition. 34. Paint or stain siding and trim as desired.
PROJECT ,PLAN NO. 661 P - 2024
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RIGHT SIDE ELEVATION REAR ELEVATION LEFT SIDE ELEVATION
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WALL FRAMING
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LEFT SIDE ELEVATI N P"NE� 'GII FRONT ELEVATION 66 ( P - 2024 SHEET 3
TOTAL 5
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BUILDING SECTION " 5A
1661 P - 224 SHEET 5
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tl&71 Co -79 TOTAL 5
---------------------------
- _ - -.- --- -- -------------------------------
All lumber listed, shcnm shade-, ray be either 12edwood or'Pressure
Treated in accordance with gcsvernrent standard specifications:,
California Redwood: use construction heart or construction cotzsron. .
Pressure Treated: use Dougias-Ei.r t2 or equivalent..
Instructions: LUMBER & MILLV C)kK LIST
1. Study the plan thoroughly. Be sure to check your local code requirements 2 CAR GARAGE Quantity Size Description Board Feet
and if required obtain a building permit. Omit steps 2 through 9 if slab
is poured by contractor. 1 Pc. 2x4 - 14' Treated Wall Plate 9
2. Locate the garage rear
your lot to conform to local code requirements. WITH LOFT I PCs. 2x4 - 12' Treated Wall Plate 40
Such as side and rear lot set backs. Allow enough room for easy entrance, 1 Pc. 2x4 - 8' Treated Wall Plate 5
exit or tum around. 78 PCs. 2x4 - 8' Precut Studs 416
3. Stake out the foundation carefully be sure all corners are square, diagonal 5 PCs. 2x4 - 14' Studs, Gable 47
measurement should be equal. Remember that the dimensions on the plan 7 PCs. 2x4 - 14' Wall Plates 65
are to outside of concrete and face of studs. 7 PCs, 2x4 - 12' Wall Plates 56
4. Dig trench for foundation wall and footing. Bottom of trench to extend
6" below local frost line. Call Building Inspector to check location 1 Pc. 2x4 - 8' Wall Plates 5
and trenches before pouring concrete. - 6 PCs. 2x4 - 14' Cripple Studs 56
5. Pour concrete footing at bottom of trence 8" high. Provide key in footing J'a �� �'} 4 PCs. 2x12- 10' Header over Door 80
by inserting 2"x4" in center of footing for lenght of trench. Removeafter concrete is set. 2 PCs. 2x4 - 8' Header 11
2"x4" Sy 4 PCs. 2x4 - 10' Blocking over Garage Door 27
6. Form both sides of concrete foundation wall from top of footing to aft 8 PCs. 1x4 - 12' Corner Braces 24
height 8" above established grade. Call Building Inspector to check ' t 6 PCs. 2x6 - 10' Garage Door Hardware Surround 60
wall forms before pouring concrete. ' � h 8 PCs. 2x12- 12' Girder 192
n 2 PCs. 2x6 - 12' Girder Plate 24
Have local electrical contractor install conduit for electrical service, I� � _�� �
before concrete is poured. "1l � -�� 20 PCs. 2x8 - 12' Floor Joists 320
_ ,,`` * 7 4 PCs. 2x8 - 10' Floor Joists & Header 37
7
After forms are in place and securely braced, pour readymix concrete f �i \ '-'Vs. Ppm\ 2 PCs. 2x8 - 14' Box Sill
to the top of forms. Spading to insure total compaction and that all „u} 2 PCs. 2x8 - 12' Box Sill 32
voids are filled. 10 pas. 4'x8'-3/4" T&G Plywood Floor 320 Sq. Ft.
7. Set anchor bolts in concrete located as shown on foundation plansI „� w 6 PCs. 2x6 - 14' Rafter Tie 84
1 3/4" in from edge of concrete and extending at least 2 1/2" above top. ! ` - U 12 PCs. 2x4 - 14' Loft Wall Plates 112
of concrete. Space two bolts per plate minimum. / ' 6 PCs. 2x4 - 12' Loft Wall Plates
8. Remove forms after concrete has set. Backfill around exterior of walls 96
t -- ,p 48
12 PCs. 2x4 - 12' Loft Studs
with soil. Interior of foundation should be backfilled with gravel to within I V x _M 24 PCs. 2x4 - 8' Loft Studs 128
12" from top of foundation wall. !i
� � 12 PCs. 2x4 - 14' Loft Gable Studs (cut) 112
9. Use 4"gravel fill over entire floor area and tamp to within 6" of top _ -- --- - Jy. 2 PCs. 2x6 - 14' Rafter Ledger 28
of rear foundation wall and 8' of top at front to provide 2" patch for +e1 - - I 2 PCs. 2x6 - 16' Clerestory Header 32
floor slab. Pour concrete flowslab to thickness as shown on drawingT - -�'. 1 Pc. 2x6 - 8' Stair Header 8
If desired use 6"x6" #10 welded wire fabric reinforcingin the floor slab. �� -��i-- ,�-__ 42 PCs. 2x6 - 16' Rafters 672
10. Place 2 'x4' treated bottom plate on top of bolts with edge of 2"x4 - 30 Pcs. 4'x8'-1!2" CDX 74/0 Plywood Roof Sheathing 960 Sq. Ft.
flush with outside face of concrete and tap with a hammer over each I I I Q `)q8 L.P. Gable $11:ingle Mold ' -
bolt to locate position of bolt holes. Drill 3/4"dia. holes in bottom
plate. Check by placing 2x4 over bolts and be sure that edge of 2x4 I I. I Ili I III III �� ~F= T28 L.F. 1x8 Fascia �, Rake 19 ..,
is flush with face of concrete. .��.�+ I�� i �� �I I r 2$ L.P. 1x8 Soffit 14
���� � .6 'x96'-3r 8" Exterior Plywaad Soffit 32Sa. Pt.
NOTE: Note that the walls are layed out in at least two panels each. �� ^' 7P'Cs, 16'x96 -3/8` Exterior Plywood Soffit 7„ Sq_ Ft.
This has been done for ease of handling the pre-assembled walls. 32 PCs, 4'x91-.5/8" Plywood Panel Siding with
k
Vertical Grooves 4" o:a. 1152 Sq. Ft
Begin construction by assembling wall panels A, B, C and D, on the . 1 `j I 3 Rolls 36' Wide Aluminum Foil Kraft Paper -
concrete garage slabe. Assemble all four panels before tilting them up I r\ 1 I�rVA j \ I �1 'hV I� V,I 1 I �' 74 L.F. 7" Flashing -
into position. A ',k j� VA )��1� 'il;l ill) 11 '�YI1Pl''���IC� ����e))1 ni� ��'I I � �t I li #
\vII AV � t1A I� )' , I 3 Rolls 15 Roofing Felt
11. La the predrilled 2"x4" bottom late and one 2'x4" to late for �� I 1� \ 1 �� I L�
Y � P P P �� „ I�Ir 'yl \\ �`:j \11� 1 i " � I � •// 9 2/3 Sqs. 235# Asphalt Shingles
panel "A"side by side and mark position of 2"x4' studs 16" on center �+�' 11 \ 1`�( I _
as shown on panel elevation drawing (note that the first stud space on �) l p II _ Is 1' 20"x72" Glass Casement Sash Window Unit
each end of panels is measured from the outside face of stud to the j �1� 1\III \� I'i } 1. ,` r' S 26 1/2"x17 1/2" Awning Sash Window Unit
` 2 9/0x7/0 Sectional track
& Over Garage
center line of the next stud). Assemble wall section' A" using pre-cut � \�
2"x4" studs T-8 5/8" long. Nail through top and bottom plates into jl / Door with track and all necessary
studs using two 16 Penney nails at each connection. hardware
12. Let-in bracing. Check panels for squareness. Lay the 1"x4" corner brace 1 2,/8x6/8-1-3/8' Garoge"Service_ Door Flush
on panel outer corner at top panel down to bottom plate at a 45 degree 64 L.F. .1x4 Door Jambs 21.
angle. Mark 1"x4" position on each stud. With your circular power 64 LF;. Brick Mold Casing -
saw cut into stud 3/4" at each mark. Using a chisel and hammer knock 64 L.F, Door.Stop
out the piece of wood leaving a 3/4" recess into which you place the 54 L.F. 1x6. Window Trim 28.
1"x4"corner brace and nail with two 8 penny nails at each stud and 32 L.F. 1x4 Window Trim 1.1
top and bottom plate.
48 L.F. 1x4 Coiner Board 16
Repeat steps 10 and 11 far awls "B", "C" and "D". 56 L.F. 1x3 Corner Board & Trim 14
P Ps P 23. Nail and glue 3/4" plywood floor to 2"x8" joists. Stagger joints of 2 PCs. 2x 12- 14' Stair Stringer 56
13. Now that you have the first four wall panels assembled you can start plywood so that joints on adjoining sheets do not occur on the same GENERAL NOTE$
the erection of the walls. Tilt up panel "A" and place it in position joists. Nail 8 penny nails 6"on center on panel edges and 10" on center 3 PCs, 2x10^ 14' Stair Treads 7 0
over the anchor bolts. Brace panel secure) with 2"x4" brace to I. Design live loads: I Pc. 2x4 - 18' Stair Post ;cut) 12
Pa Y at intermediate joists. , r
ground stake. Place washer and not on anchor bolts and tighten down 24. Now that your deck is in place you have a good working surface on Roof .........................So P.S.F. 3 PCS. 2x4 - 14 Stair R6i.ing & Blocking 28
panel. Follow same procedure for panels "B", "C" and "D". which to work. It is suggested that you build the two gable panels and Ceiling ..................... 20 P.S.F. 104 L F, 1x4 Loft Railing 35,.
14. Add four 2"1 studs for beam support tight to the end of panel"D^ four loft panels on the deck. Raise them into plumb position and brace. Living Area Floor .............40 P.S.F.
Repeat instructions numbers 10, I1, 12 for the assembly and erection Sleeping Area Floor............ 30 P.S.F. NAILS
of panels E and F. Add two 2"x6" header above stair and 2"1 studs above stair opening. 2. Soil bearing capacity is assumed to be 3 lbs. 20d Common Nails Coated
15. As panels are erected you can add the 2"x4" tie plate. Lap at corners Nail 2"1 continuous rafter ledger in lace for support of lower roof 2500 P.S.F.
as shown on wall framingelevations. Nail with 16 nn nails 24" g P PP 19 Ibs. 16d Common Nails Coated
penny rafters. 3. All concrete used is to develops minimum
on center. 25. Cutting rafters is simplified by using the diagram provided on the plan. compressive strength in 28 days as follows: 3 lbs. 1Ed Common Nails Coated
16. Assemble and erect front wall panels G, H and J. Following instructions Footings and Walls - 3000 1P.S.I. 6 lbs. 8d Common Nails Coated
Layout and cut a rafter to size and check for accuracy. (Be sure to use Basement Slab - 2500 P.S.I. 14 lbs. 8d Galvanized Siding Nails
numbers 10, 11, 12. 9
the same rafter as a pattern to make all additional rafters). Garage Floor and Stoops -4000 P.S.I. 24 lbs. 1 1/41, Glavanized Roofing Nails
17. Assemble garage door header using two 2"x12" cut to 9'-4 1/2" long. 26. Erect and nail the lower roof rafters in place. Be sure rafters are plumb. Using a minimum 5 bag mix per cubic yard.
Nailed together with 20 penny nails. Following the some procedure cut and erect the upper roof rafters. 4. All 2"x6" and larger framing lumber spans 4 lbs. 8d Finish Nails
18. Nail 2x4 cripple each side of door opening. 27. Add 2"x4"gable studs as shown on framing elevations to lower roof are based on the use of No. 2 Spruce-Pine- 1 Pr. 3 1/2"1 1/2' Door Butts
19. Lift assembled header into position and rest on cripples and nail to gables. Add 2"x6" blocking for gable end overhang. Fir or equal having a modulus of elasticity 1 Key In Knob Cylinder Lockset
panel studs using 16 penny nails. 28. Apply aluminum coated Kraft paper over outside stud wall if desired. of 1,300,000 and a normal duration design 22 1/2" dia. x 12" Anchor Bolts with Nuts and
20. Add 2"x4" tie plate to top of remaining wall panels. Nail 2"x6" garage Start siding about 1/2" below top of foundation. Top edge can be nailed value of(f=1200) with a moisture content Washers
door hardware surround to inside face of cripples. into 2x4 at top. Nail siding with 8 penny non corrosive siding or casing not to exceed 19 percent. 624 S.F. 6"x6"-#10 Wire Mesh
21. Make certain that all Girder posts and girder columns are in position. nails space 6" on center at panel edges and 12" on center at intermediate 5. Double floor joists under all parallel partitions. CONCRETE FOUNDATION
Assemble girder using four 2"x12", joints of wood girder members studs. Add any other framing necessary as shown on plan. Add "I flashing 6. Use 2-2x12 headers over all exterior load
should be over column supports with splice plates about T-0" long where indicated. bearing openings -Unless otherwise noted. (Wall Height Figured at 3'-4" High)
nailed to each side. Nail girder together with two 20 Penney nails at 29. Apply 1/2" plywood sheathing over roof rafters starting at the bottom of 7. Determine the exact cabinet size on the job 3 1/2 Cu. Yds. Concrete for Footing
each end. Stagger nail 20 penny nails 32"on center along top and the rafter. Stagger joints of roof sheathing so that joints on adjoining after the wall finish has been applied. 8 Cu. Yds. Concrete for Walls
bottom of header on both sides. Raise assembled girder into position over sheets do not occur on the some rafter. Check plan carefully to find 8. Exterior wall dimensions are to outside of 7 Cu. Yds. Concrete for Floor
posts. After girder is in position and level fasten to column plate out how for roof sheathing should extend out at gable ends. sheathing. Interior dimensions do not include
with lag screws. Nail 2"x6" plate to top of girder, drywall.
22. Lay 2"x8" loft floor joists 16" on center spanning from rear wall across Apply 1"x8" fascia and 3/8" plywood soffit. 9. Conform to all.dimensions indicated in
center girder. The joist end should be set back 1 1/2" from outside face 30. Apply roof shingles (over felt if desired). Follow manufacturer's preference to scaled dimensions from the
of rear wall to allow fa the box sill. Note that the first joist space is instructions in bundle. Extend shingles 3/4" beyond face of trim board, blueprint. NATIONAL PLAN SERVICE, INC.
measured from the outside face of joist to the center line of the next and excess of shingles should be cut from inside only in order to maintain 10, While every attempt has been mode in the
joist. Nail joists with 16 penny nails to top plate and girder. Double joists. a trim appearing edge. preparation of this plan to avoid mistakes,
at stair opening. Add 2"x8" box sill, along rear wall. 31 . Trim out door opening with jambs and casing. Build stair as detailed the maker cannot guarantee against human
on plan. Install windows with bottom sill resting on 2"1 sill plate. error. The contractor on the job must check This plan has been prepared to meet pro- SHEET NO. I
Place 2"x6" rafter ties 48" on center spanning from front wall to girder. 32. Trim eaves and corners. Install doors. all dimensions and details and must be fessional standards of construction. A
Rafter ties and floor i
josts should lop each other b . . arae overhead door followin the manufacturers instructions responsible for same.
P y a minimum of 4" Toe 33Install g g g ' 11. Provide ground fault circuit protection for all careful study of plan instructions and TOTAL 5
nail rafter ties a wall and girder, and side nail to floc joists. Add 2"x8" Paint or with the door package. bathroom and exterior electrical outlets. dimensions is advised before starting work(
solid blocking between floor joists under center partition. 34. Paint or stain siding and trim as desired.
PROJECT ,PLAN NO. 6 61 P - 2024
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o �
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T cr�t.�c, sLAa u p,Y 4 1, <I-FF T sw,
EL.-
d 0 N 7i
CJ I ��o" TFIM BP6,
ANGNow BOLTS 1A S.M.k'LA,-sIii l t
Li
� u
= IL
2ss'�SELF•tEa.L
as LT
O 5 1NlLeS
LA iA
F 3/=" TL coL, Q SNI11(�LE +Md�LD
O — + I I I J I 1 1
J L — 'J moo. x 1511 coNc.
tt r^Tcl.- rzclee IF I°x3' � I"x4°
1� r SOIL NPITIohK Go�iJER �IzDS
J ?eQ1.1 i�E � v/g° FI.YrJGob G/o x 1/0 ovEk'+•Ie/aD
� �� SIDI, 1.1C� lel/ SEc'rIo1�L Cxz�R i '
O
rQ L1q�XG�.v�TeD
V 4" coF1c,
r Q J r hl, Hl,r. ovEl2 4° C pw/t L EASE
I o
SLAG ji� pt, o N
N 0'-4" Ln
ry = I.IOTr-H FodNbA.710 l 011 ~W
Dcole wore
o = ++ IIID I + II + +
0 2'-51 lou 9
1-2u q, lo, ql Zn 21, Id1
FRONT ELEVATION
SC OLE /4 'I
FOUNDATION PLAN
Sc&L e 1/4 11
a
ANc.l+o Iz ALT ti
8'i Go�lc, bar. w4L L
to K
10
12
FLasHING ' -- IIZII FLaSHINc�
Q9 A
2/e [./e �
� � r
9W WINoo a'' �Nc,
—
ID
I
RIGHT SIDE ELEVATION _ REAR ELEVATION LEFT SIDE ELEVATION
ScAaLE S.-A.LE /g ' = I _o 11 Sc o.L E %8 i1
F
661 P — 2024 TOTAL 2
'(Y�IcaL !ZOo� Gca4.cTkzLlcTlorJ ZJill
I LAl
2'�xL° G1A�LE �4.Ib 17A�Tt=tZ Ca�IS?U� o�1J
sralNr�L� trouLb ��
I
(uxB° �hzclR+ �HINc�L�
2° X roi �LpcklrJ cl ;/�r Mou LIZ) �olbtl.ICl —
aw Im v,c, u
~�/ell pLYlloob so�FlT S+�I1agLE MoL►Lp Fascla rbb. `�;
2 tia} CIA3L� E✓JD I°s P� �' Fes�Sclo �D, it u it „ / _,
sT b Is; o,c Z- 2 X4 Pl-aT�S 3/8'I L`( aob��i�� - - �T /�. b• r l-�.tz - :7
SID{i.l Sc I 2uxG,i15UR�!ll-�l� � � o
f'LY�Ioob �IT 2 • Z " � � i d1 v
-rAIL_ � ' -
�-�"X V" Hie _ 1�� 4 "J,�+�a � � ►-
ScA.L ° = I '-o Mll N Do W �Co W D. STOP m a °
/ lII� F-
Yd/gIC�Qoo�S Ia°°` - °c 2"K (o'I IAF?ERN Gn k2
2"x 4" SILL a �
71
r ?
5•M, pL,&&H I1J� i _ %z'I PL Nooa ?I� 5�11k��oUl �b
� S+�Es►T�IItJfi 2 • � �x 4"
►�-
'c n d U � � 2'x'}" TIE f4-• Ip x 4°JA1�B — °
u ? x4 STUD I� O,c, i Q S4tIrI �LE MouL�
Wt)- o
ST t)'
_ 2"x41,Top FLI'
= r"' B ° FACS CIA. ACL
I°x4" �Ls Lc I'-o"oc, 2"x4" 57uD -
� Lo�ic� 14'h 'I 5° FIT
Po41-4>0 - Ili rll�e I I5�.b A bCZ�
2 x A fZA E R - N U�
aR N
I II
T"1
rk J 3 - a v E Iola 5
UJ /L s YrJkJoo DFo00E
v 7
(�.Y1,It.�D 'S�!E,d7rilWci 2Nx(oN f?lsF1-Ee TIE 211c i .IoiSTS 2dx4+
4S" Coco - Iz'-4" Lalt) ito Coco - 12-o Lain Z K'} I� I .,
n
St�i�GLE -- - 2 x e 2"x4"G F.d 2"K 8" BoxcILL Zli FL,�nF11H
MOL ly t3LO l q-�"xga ,1
1",t 91I Z"xfi" �7E i Y°x 4" 71 2 x 4 lop ty- ,
4-z"x IZ" t=_� 2°K4 1,P fIL• niau pL 1Ja�D ZI' 4 l.l d
uPL7WooD "xfi° MY "o F =1 SIbI�Yc 'W/ a �+ v° Coco m
SopF�T I(o"!~ll, I
70 P, F�� i rt6,a�c 4 ac, �r _
{ F= � u
14hNAI�II T �z I �� 2"x IZ" S'(kINC�E2 Z ?IX gu — 1 ="
��4�" i �I�ICk M'Lb, q m S
?"x 4" 57 LID 2a''x lo" / _ v, O 4" o
I�"o,c• i 3h"
'CTL, coL. _ 91 �KIo" b,�p- IIIr411
Lol49 IKIb. 51oP o 0
n/s'' PLYr�oaD F- t-
51 Dii4 hl/ 11 tr
/
Qr Alf
1
I
+" 71ze6?CD I F . 4acoNc, sLaR yy� PL&7� �I?Ic2'"AUG4oe BOLTS - 2"K4° GL7 �oLT6b r(, X1J.ht. �ATo 4 _ ItJISNED G �c'taDE tp 11 To c s � �� 10
11151 tED clta��E \. t 7d a e $ a o$b e b 8: .P cb o S S q� of b
a 4"GIRL BasE 81Dco WA-L - ~
� , Ca+Jc, pTci•
r
Izocow-, " m SCALL I '/2I' = !' -DN
"KB" to a
ell
1^
cl ' Fr. C1,
r �
C pA W N by �E D n o - -
CN CkEb P.12• BUILDING SECTION 5A SHEET 5
F661
P - 2024
T 5
kh�7EL> "A."
151- 3 1�41i izaFTEQ all .231411
D P
O
8 ) T
0 cin 13io -
�'A , 3 Iti �R N
CD'.
o
��
r�
ROOF RAFTER DIMENSION DIAGRAM
Sca.L E I�aL � SIZE
2�1-bll Z (so 1- 011
C
Z 3fz" II '- 8!'2° L 1-3 '- 6 Y-2 3/z'I
n' NE L pjb,NEL M m 1.IE B' 1.1E c l
� 11 p 11 p
v ky-- _
_ v 3
,C J �9 llf 7
►n " F "Il p s O J
X, a a J w4-� 4 z"K 41' Fob >u
Id '1 " — N d - - - m c r �I enbe R su pPo -T
— d
-„ = a
Q >L
3h 1 4STL. GoL,
_ III ull 11 1111 u 1 11 11 1 11 — - - - - - —�-� - - __ - - - - - - - - J
It
n 11 C�^ 3'-Sit xlo F�EACEPIZANEL "pZl ' '1 Ph5i-lE_Lq,"/P4
m Vh i- qI j
3h
3'I IY:z3-oY4 nr
—
N
Ag�, J
N
� ¢ q'-o" x 1'-011 OVEkNEAD — to
N i ? gf` r SL•G�'IoV laL W_olZ bl/ 4 2'K Iz°
Z".L'Si1kRoLIt�Q HG.e Zae6 o,�Lk2
t )
1 1 % - i p " "
3h 'S Sis °I 4Vt 1� &OMIZ Lela;HT 14 9 4.2 geoose LEN NT I �Y3 ZIr
�tJEI ° Fib- L 'N ' paa ltL '.1
1
LOFT FLOOR PLAN SFiRST FLOOR /4 PLAN 1661 P - 2024 ]SHEET
TOTAL D5
i
2'm Q" R*.F7ERS L 16'IO,C�
I
1
�"x41 TIE �Ir.TE 4 LL u \ II
F2 -
2"x 41
2"x4" ST1L D �E, lb"O.G,
r
N 1'x411 LET-Irl MAZInICI ' m
"z
d 211'"4" SDTTo'Nf
P{L+t,W.TE
L
ep
6., Ib" Iv" Ib" m_"T
to _ Ito' 601) IN' Ib Ib ID"
MINN. Im1Idpo" oN 'U'slta1F
Fk cLUcD
70 2'x 8" Flc
t IZ'- OI L Jo5T5 .� (o' o,C, 14 0 ' 1 121-,o "
3i5. I - o 3'/z'I 211x41 TIE PLaTE
- 4 2''1 a 12 ZF-ol 2',,4' -To P PLATE
G- "x 4 Fl,
3EA, M V 2"><4'5TUv (P I
m
N 1"x4" LE1-1� o
w
2' 2" w
_ N 2°x41 iL boTToM ATE 'I =jiy/
2Y41 ;13 Io" Iv" I,l"- Ito"11 Iv" l la, I(o" to° Ib'' IL° I✓' Ito' Ilo" Iv" Iv" I/v" 4'h." Ib'' IV' l(0u bo" Im" 6" lb, 16` Iro'' bo" Im" 1m` Ido" 1(��Im" Ido' Vol 1m" 12`
'f1Z Fi. EL F (oI II'-�" NEL p" 131_B'h" �+�E II. Nil "G a II' 8'h" �<►NEL " g II -
---- ------- o ------ —
RIGHT SIDE _ELEVATION REAR ELEVATION
WALL FRAMING
kzsFTEe " a" ELEVATIONS
2'x4°TIE PLc.Te —� r
141- 0 ' L
2"x4' Top- PV,TE - - - -
'il'h" 2'-8yP" 1'h' 21-e'�eV1" 2�8'/0 lilt, .2-P'/8" N
7E� ,ilk II 217`x4" MEsDER
s- 3 3h Loi,lc�
1
0
1� J n III l'1
N � In
1
Z"x4"pc'1'Tot„t PIATa N�
'/z" lmlmlvybi d%6° of I o" e° �'' o" o'' 1 IL"1 o' LI c'' 111/4 l loll I bn l l ion 1 I(,
1I 1 �— 1—
/4i1 L a1i 5s " 5'-`113/411
12'-0" 1"x 4" 11E paTE FRONT WALL UPPER LEVEL
I
141.011 �� 12 . 0,1 Iq _on
a
2'x.4"-t pLA'TE 2 • 21'x IZ'
211x411
6 I",c 41 114 t3ksc l It i
N 211x4" ckIpPLE
y _
— e u
go
(L "Aco
J
21x4' Wr7DYI plats
1m" Itd' I(o" bo" Ito" Io" ko" lv" to" Ib° Im" Ib" IV Id 116p' 2'-1011 1511" 2;/41 lh' Ib" 110" 1-4'�rt1E�k �TfiT it 1 411 9'-4VI LIEAQrxQ LEtJ SIT
121-01 Pb eL 11,6.1 12'- 011l r4aL1' G' 31_ glhaIt4"
LEFT SIDE ELEVATI N FiLwa G11 66l P - 2024 SHEET 3
FRONT ELEVATION TOTAL 5