Plans (10) CI rif OF 'TIGARD site plan legend
---\
Approved 7 Plenning 1 KAREN LINDER
P/L PROPERTY LINE
Date: ..CD/e-Z- . ....
''''''1 ,,___,/,...) TREE/
Initials' Kil-
<3 SW DURHAM RD I> DESIGNER:
4 .
Karen Linder
CONCRETE
'> 11870 SW Wildwoce St
,, 1 Portland,OR 97224
., .
(503)515-4745
1 Ccc0B,,N_TRACTOR(S):
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0 I I I-
'
I I I- I I I- ,
„
,_
I I I- I / L. __, T- •'''
200 FT ABOVE , , L. I / I_ ,,,
I / i- I / I- , .L.
., ,, , GRASS/SOD
SEA LAND C'
200 FT ABOVE ' EiVL.1
Approved plans SEA LAND
*.l.
chaq be on lot s!„..-.-?, F-- r'r.- JUL 1 3 2012
1-
CITY OF TiGiki3L ..E.
CL PUILDING DiVISIM a)
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JIM- ICE COPY -CD
(13
7 VALIDITY OF P '0 MIT _c
c.)
cr, ,, THE ISSUANCE OF A -ERMIT
-_, CITY OF TIGARD .
clIZEVIEWED FO5CODE COMPLIANCE _
- BASEDD DOCUMENTS fiAs ON X t.CT CSNOTS AND PR VENT
l 1 ER°N zl-ur. .1,,,,,
THE CODE OFFICIAL FROM ,i.,
c.
Approved: r A REQUIRING THE COR'ECTIOliu Cl)`-',.
OTC: [ I - Y
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Permit #: ' flit\SeT7A)V7, ,—0O2i_21 .4. OF ERRORS.ORSC 105.4 =02 :k-
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ddress; _7,,,l' Av.e.._ a
Fr) z
CV
°Suite #: a HOUSE :
By:
Prillt. Date:66 n
CO LIABILITY ; DATE: 6/29/2022
.., The LIABILITY
of Tigard and its
—
32-6
— — responsible for discrepancie4REV:
l—1 0'—
•••••• which may appear herein.
cL I •
. al c REV:
, I
GARAGE I
V
15'-7" 1 r7 - ..---------
,-,
7 ' • N1107.4 Solar interconnection pathway.A square metal j SMYYt. ING:
,,, .
less than 4 inches by 4 inches with a metal box cover shall•-provided
- —J _ __Li IS .,
,' '
within 24 inches horizontally or vertically of the main elect ical panel. A
minimum%Tnch rigid metal raceway shalt extend from the junctiontAxer
L i ,,, • _ 7 . a capped roof termination or to accessible location in the a ic withra I
, ,, r s— DRIVEWAY 2>
.(.? r,
. .
, ' vertical clearance of not less than-46 inches.
ED 7 ' C,
.>
7"' .>
Where the raceway terminates in the attic,the terrninatio shallybphitedA
seoilul;tion.The end of th race s
F-• , he
otml eassowt hdaans 6.RinEcshEeRsv N
0 r/L P/[ r/L 0.0. -
, , .',
I I I.- I / I- I I I- :-:. Exceptionl In lieu of 3:Eibn:crvheOrriltg'id metal raceway,a minimu 910 copper 3-
1 / I- I I I- ,
1 / L_ Wirt MC cable installed from the junction box to the tenth .tion point
200 FT ABOVE SEA LAND including 5 inches additional wire Is permitted.
200 FT ABOVE SEA LAND SHEET #
,7------„, SITE PLAN
, - ---- , A02
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site plan legend
CITY OF TIGARD ,. KAREN LINDER
Inlrrior Iigoa
P/ PROPERTY LINE "'�" t>¢
Approved by PIa ning
Date: l r7/2io7 .- SHRUBBERY DESIGNER:
Initials: .- 1`' r 4 SW DURHAM RD D Karen Linder
11870 SW Wddwoad St
CONCRETE Portland OR 97224
(503)515-4745
7 ° p p CONTRACTOR(S):
n v J p J - '- p P , w ,
V 1 I L I I L I I L. 1 I L 1 / L 1 / L. I l I- 1 / I_ 1 I L L w w w
GRASS/SOD GCB S-
200 FT ABOVE phone
SEA LAND 200 FT ABOVE RECEIVE"
SEA LAND
JUL 1 3 2022
a'
CITY OF TiaLr "b 0
jUILMIG DIV 'c I a.)
as
ce N
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a c Lu 2 rn
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C N
HOUSE rn
a c DATE: 6/29/2022
u
I-- -Ed
6,1 REV:
i 10'
a I REV:
GARAGE —I of
I �- DRAWING:
15'-TI I
SITE
L_ _I J P p p J DRIVEWAY PLAN
p
c? J ° P p
O ff p p VC, 9 L V
r/L P/ ! r/L I I L. I / L e l L. 1 I L I I I. I I L
SHEET #
200 FT ABOVE SEA LAND 200 FT ABOVE SEA LAND
( SITE PLAN 1 � A02
SCALE: 1"= 10'-0"
r
Address shall be posted
MOONEY & GENT RESIDENCE /,
-and visible from street.
,. *Note: reference attached drawings for all interior"AREN""DER
16025 SW 92nd Ave Tigard,OR 97224DeJgn,
`, structural engineering, notes&details. ��
„ BUILDING CONTRACTORMOME OWNER CONTRACTOR SHALL VERIFY ALL DESIGNER:
/ ,�'�` To REVIEW AND VERIFY AU_DIMENSIONS, CONDITIONS AND DIMENSIONS AT THE Karen Linder
4 , • C• „, SPECS,MID CONNECTIONS BEFORE JOB SITE AND NOTIFY THE DESIGNER OF 1lyren Linder
Project Description: / � � / `', CONSTRUCTION BEGINS. ANY DIMENSIONAL ERRORS,OMISSIONS 0 SW Wildwroxl St
MW.oABIYM
/ / / 1 OR DISCREPANCIES BEFORE BEGINNING IQOR s'wns
/ �/ I c \' ELECTRICAL SYSTEM CODE:SEC.Z/01 OR FABRICATING ANY WORK.
CONVERT GARAGE TO ADU/ /�., \ MECHANICAL SYSTEM CODE:SEG2901
MOTHER-IN-LAW SUITE \ //, , _\ _ PLUMBING SYSTEM CODE: SEC.2901 CONTRACTOR(S):
�' , GENERAL NOTES
Property Information: \ 1 MATERIALS AND WORKMANSHIP TO CONFORM TO THE CURRENT EDITION OF THE OREGON
COUNTY:TIGARD I WASHINGTON16'. r.• 1 STRUCTURAL SPECIALTY BUILDING CODE AND THE REQUIREMENTS OF THE CONTRACT
��� �� \_.. - / A DOCUMENTS,
PROPERTY ID W247025 �/// // %, Z* + �" I 2.REFERENCE TO CODES,RULES.REGULATIONS STANDARDS.MANUFACTURERS RECEIVED
,,,{{r I INSTRUCTIONS OR REQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST PRINTED
STYLE SINGLE FAMILY RESIDENTIAL / _\/�` ��� �j �� EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT -
/ B/,� �I �R, /
� '/// / 1 DATE IS SHOWN. I (` ,{ .
YEAR BUILT:1950 c 1// / ��� /// // /�/ ��� / / 9.DRAWINGS INDICATE GEIERAL AND TYPICAL DETAILS CONSTRUCTION.WHERE TV 4 2022
AR
y jd/ / ,� / / / / / / CONDITIONS ARE NOT SPECIFICALLY INWGTED BUT ARE OF SIMILAR CHARACTER TO
Table N1101.3: ♦ � �
T` C H DETAILS SHOWN,USE SIMILAR DETAILS OF CONSTRUCTION,SUBJECT TO REVIEW BY THE
(J/Table ",, // �/ '/ :_ /! OWNERS REPRESENTATIVE CITY OF TIGARD
HR REPLACE ALL EXISTING SN4GlE?ANE ��7--YYS��,��� 1�_ -/ / % �; / ///�/ //®1 /� 4,THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES BUILDING DIVISION
WOODORALUMINUM WWDDWSTO THE \`T1 ^C] ' \\/� �( / r ANDFORCHECKINGOIMENSIONSNOTIFYTHEOWNER'REPRESENTATIVE OF ANY
} U-FACTOR AS SPECIFIED IN TABLE ' ' �� %// �/ / , / DISCREPANGES AND RESOLVE BEFORE PROCEEDING WITH THE WORK.
1( Nt 1012 ��( � / // / 5 DRAWINGS TO SCALE ON 18224 PAPER. C
'*s % % 8,PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
�/ 'Rs �� BP 'I CONSTRUCTION.SUCH MEASURES INCLUDE,BUT MAY NOT BE SITELIMITED TO,BRACING MID
'Lm r / , SHORING FOR LOADS DURING CONSTRUCTION.VISITS TO THE SITE BY THE DESIGNER/ENGINEER N
WIU. CO
. / "I/'/'//
/ /////T // NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS. C
/ �, 7.INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS i
� M / / // / / REPRESENTS THE PRESENT KNOWLEDGE,BUT WITHOUT GUARANTEE OF ACCURACY. <N
� '`' ✓+ � / / // REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE DESIGNER OR W OD .oN
H' / /�/ � C ENGINEER DO NDT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN T C N
`+y 1 / 'N--, DIRECTION FROM THE DESIGNER. j C Ch Cn
4. "y ~ /�j 8.COORDINATE THE SIZE AND LOCATION OF FLOOR,ROOF,AND/OR WALL OPENINGS >p g O
\ / ASSOCIATED WITH,BUT NOT LIMITED TO,ELECTRICAL,MECHANICAL AND PLUMBING TRADES. TD
drawing index * A ., w inE
9 THE DRAWINGS INDICATE THE STRUCTURE LP)ITS FINAL CONDITION.THE CONTRACTOR IS 2 co N
AOi Cover Sheet ''"+t, RESPONSIBLE FOR ALL BRACING,SHORING,AND SEQUENCING TO MAINTAIN STABILITY 0 C o a
A02 Site Plan 2 F f-
A03 As-Built&(N)Floor Plans ''--. { ^� 10.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK
AND MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS EXECUTE WORK TO
— - — - ENSURE THE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY FALLING
A04 Exterior ElevationsDEBRIS AND OTHER HAZARDS IN CONNECTION WITH THIS WORK.
A05 Interior Elevations IV \ II.ASSUMPTIONS HAVE BEEN MADE CONCERNING THE SOUNDNESS OF EXISTING
\..\� STRUCTURAL COMPONENTS TO REMAIN WITHIN THE BUILDING TT IS FURTHER ASSUMED
,.. THAT THESE EXISTING STRUCTURAL COMPONENTS WERE ORIGINALLY DESIGNED AND DATE: 8/3/2022
\ CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE AT THAT TIME.THE
\„\, CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS CONCERNING THE PRESERVATION OF
\ A� THE EXISTING STRUCTURAL COMPONENTS TO REMAIN,UNO.
V wood: REV:
LUMBER GRADES SHALL BE AS FOLLOWS,EXCEPT AS NOTED ON DRAWINGS:
JOIST,RAFTERS&4 INCH NOMINAL BEAMS #2 GRADE DOUGLAS FIR REV:
POSTS&6 INCH NOMINAL BEAMS #1 GRADE DPP AS FIR
2X4 FRAMING&STUDS STUD GRADE Doi C4 Ac FIR
2X6 FRAMING&IARGER STUDS #2 GRADE COUP AR FIR
W IrYs,BLOCKING&BRIDGING *3 GRADE WI 4155 FIR
PLATES&SILLS ON CONCRETE PR.TR.DOUGLAS FIR
SW DURHAM RD 2X6 DECKING COMM.GRADE D.F.OR HEM-FIR
PROVIDE SOLID BLOCKING FOR/0151S AND RAFTERS AT ALL BEARING WALLS MID BEAMS. PROVIDE
BRIDGING AND FIRE STOPPING AS REQUIRED BY CODE.
.�` ROOF,WALL AND FLOOR SHEATHING SHALL BE PPA RATED SHEATHING FOR EXPOSURE OR CDX OR
EQUIVALENT ORIENTED STRAND BOARD WITH EXTERIOR GLUE, SHEAR WALL SHEATHING SHALL BE
INSTALLED WITH JOINTS BLOCKED UNLESS NOTED OTHERWISE. USE EXTERIOR TYPE PLYWOOD FOR
EXPOSED LOCATIONS SUCH PS SOFFITS.
NAIL ALL MEMBERS WITH MINIMUM NAILING TO CONFORM TO TABLE 23-1143-1 OF THE IBC AND INCREASE
I, WHERE INDICATED.FASTENERS AND HANGERS NOTED ON THE DRAWINGS ARE MODEL NUMBERS OF
"SIMPSON STRONG-TIE COMPANY,INC.'AND MAY BE REPLACED WJRI EQUIVALENT MODELS.INSTALL ALL DRAWING:
CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WITH NAILING IN ALL
• AVAI AWFHOLES.
16025 CO
CURING OR NOTCHING OF BEAMS,HOISTS,RAFTERS,MID COLUMNS NOT ALLOWED WITHOUT PRIOR
N APPROVAL.JOISTS AND RAFTERS MAY HAVE A CIRCULAR HOLE NOT EXCEEDING 15%OF DEPTH DRILLED
Z AT CENTER OF MEMBER, STUDS IN BEARING WALLS MAY BE NOTCHED NOT EXCEEDING 25%OF DEPTH AT
0 TOP AND BOTTOM VS OF HEIGHT OR MAY HAVE A CIRCULAR HOLE NOT EXCEEDING V3 OF MEMBER COVER
/C R ,
y DEPTH DRILLED AT CENTER AT ANY HEIGHT V V L Tl
I. m SHEET
Homeowner will take necessary precautions to remove or relocate items of value to
; 16075
6C S7$ be reused and/or saved,or in any danger of being damaged due to construction
-.-- -_---- --- ----- process.These drawings are the proprietary work product of Karen Linder Interior
Design.Use of these drawings and concepts contained herein without permission of
Karen Linder Interior Design is prohibited.To the best of my knowledge these plans
are drawn to comply with owners and/or builder's specifications and any changes y`
made on them after prints are made will be done at the owner's and/or builder's SHEET#
expense and responsibirdy.The contractor shall verify all dimensions and enclosed
drawings.Karen Linder Interior Design is not liable for errors once construction has
begun.While every effort has been made in the preparation of this plan to avoid A01
mistakes,the maker can not guarantee against human error.The contractor of the
16055 job must check all dimensions and other details prior to construction and be solely
responsible thereafter,
cite nlen legend
KAREN LINDER
Inrerlor Pe.iyna
— P/l — PROPERTY LINE
0 TREE,
SHRUBBERY '' DESIGNER:
Karen Linder
CONCRETE '� 11971)swy w ,jst
POYre.Ofl e7YF
. .. GRASS/SODCONTRACTOR(S):
coe.-
F
4 SW DURHAM RD D
0
. ram rr� ° . ram . ram 'J
200 FT ABOVE ° o ° I
/ 200 FTABOVE cti
c d
og 30
a / lU 2 N
/ ` 2 co 'AN
v 2 h .—F
H2O °
If
V /
/ DATE: 8/3/2022
/
Q REV:
O
/ in" N REV:
--SEWER `- l HOUSE 6'
—�- ?>
—` am
r—r-1 J- -I. G7T T T1
__, 32'-6"
10'—
o
r,
GARAGE
DRAWING:
L D P G]
1_1JLI_LLL111 , ° « DRIVEWAY D SITE PLAN
Zid
p D p
° ` °
IriL r/L I Pa . r4
200 FT ABOVE SEA LAND 200 FT ABOVE SEA LAND
SHEET#
OSITE PLAN NIA02
SCALE:1/8"=1a-0"
� `�,� ,, / CONTRACTOR
�v vC7�� �� (�/� �Jr�l �V TO CONFIRM
P� rn k.l4..r L'It— •, Co-f1 EXTERIOR 1X
�'(� Yr �jl general notes.
HORIZONTAL
yY U S."-
_ Or 1 �,� �•S. �� e e SHEATHING GENERAL: !, KAREN UNDER
1 t 1 � J r• r• -CONTRACTOR TO VERIFY .-:->' LI
(MINIMUM) EXISTING LOCATIONS OF ALL
T-9" Lu-Iv - UTILITIES WHETHER SHOWN
FOUNDATION curse Is FOUNDATION CURS IS HEREIN OR NOT AND PROTECT
APPROXIMATELY]•]• APPRO%MATEIY R'.d'
DEE=0 TPEi GYeu leslasC 6'3' DEEP INTO TIE rm.cc THEM FROM DAMAGE. DESIGNER:
EN2,as 1 6'-3" / ANOa.swNecNT -CONTRACTOR IS SOLELY
/ RESPONSIBLE FOR ALL MEANS Karen Under
I ,I • r BWL1.1 \ b I . I AND METHODS AND SHALL oT OR $
I — I 7 I CONTRACTOR INTEGRITY OF gNMAINTAIN THE RUCTURAL tsus)s,saTss
Ir 4— f— — ' ® -. ❑ ALL
Y
ELECTRICAL INSALL 1/2"GYPSUM n ; c —I J L TO CONFIRM CONSTRUCTIONFINAL LATERAL UNTILATICAL ( )'
PANEL I R e I BATH EXISTING 1/2" LOAD CARRYING SYSTEMS ARE CONTRACTOR(S):
II Osal BOARD ON INTERIOR OF 11 AnE �,a ADs COMPLETED. ccez-
PLYWOOD CONTRACTOR SHALL KEEP THE
STUDS. FASTEN TO 8
Ems ' CONSTRUCTION SITE IN A
STUDS W/5D COOL R IDD SHEATHING BROOM CLEAN CONDITION AT
J _36'
-t 60" FASTENED TO ALL TIMES DURING THE
NAILS 4"O.C. PROJECT
CLOSET b rn®DEwDae a FRAMING W/
GARAGE ANCHOR WALL TO L� -- `q► ' 80 NAILD 6" DIMENSIONS ARE FINISH TO
FOUNDATION W/2X URFP L2E" FINISH UN();CONTRACTOR IS
—— —— i FOUNDATION PLATES � ro '� ❑ O.C. EDGES, RESPONSIBLE FOR
9 VERIFICATION AND IS TO
LOCATED 2'(+/-)AWAY U 12"O.C. FIELD REPORT ANY DISCREPANCIES
FROM CORNER OF WALL. ADU TO DESIGNER BEFORE
wu.,1 RAW',AMR BARRIER RAWL PROCEEDING.
INSTALL PLATES PRIOR ERPLACED BETWEEN
CONCRETE FLOOR AND TIE
TO GYPSUM BOARD T N PREPARED SUBDRADE
Cl 01 0 INSTALLATION 4D _
MINI SPLIT e C
i76
j% BWL1.2 G ,-- 05
L J aoxLs 18'-11" W °'p Q N
e c•-)
`r /v'6 \•`�rye J- W (o
Main Floor As-Built �. ^y ew Main Floor Plan ^D� -Iry kcT\g �•.\}•15-� ��I o c_ 0 a
SCALE:1/4"=1'-0" 4/ ` 1 "ALE:1/4"=1'-D" m _ ~ ~
. 1 m CONTRACTOR '31`k .'- a'l 3 l(—{ t 3. 1 .
TO CONFIRM
EXTERIOR 1X DATE: 7/20/2022
(2)Bae OF¢ HORIZONTAL lighting legend
r-- — — — ----� --4'-e" t1 SHEATHING -4'-0va
lL I Y I 1'-6" (MINIMUM) walisconce REV:
4 s, C 7�., �I„ --- I II R lotus LED light
—I ' I_ 'I I ( I _ w �i� es-lir=•I ELECTRICAL wall legend: cvu ,•o• irr( REV:
I Jl I I �i' PANEL
UIR^e Dr aa—iL ^7'I(� ❑ AIN: C /� _ _... I puck light I I(E)2x8 EXTERIOR
— //'(f'I m `' ,---zl•- (a—la•-..zl yn'- ��IW zm OF•' rLY9i I '^ PAL fP. ceiling mount (E)zu INTERIOOR
R
ADD IINI BOX L'ENS TOIE)ROOF Ni \ OF[
I
.I I I
II` i j TANKLESS E� \ '� exhaust fan with light ' (E)ua INTERIOR
L 1 I I WATER i -r' )�j ®(N)WALL
ABOVE _ wall switch WALL TO DEMO
——I——±——t——I——I——1——±— --- 11y'� Cl —....... —• 1 /}{ - wall switch with timer ®PARTUL HEIGHT Ma
11 i yy I-,"-..y...r r:+.�:•:IcONtltETE WALL
/ ' 3 way switch I l(N)CONCRETE WALL
P(R BOX ROOF VENTS TO(E)RODE DRAWING:
r'0 garbage disposal plan legend
I switch 0` AS Built&
A w[NOow;•(e)windows to be
�--��� 110vduplexoudet r#pIWEew/(D)wwDwssnB,B�e (N) Floor
. N I wo o =ODOR
,{}},, MINI SPLIT TT,� 220+v duplex outlet % REFERENCE Plans
W Q{ Q-( Q " hood vent outlet STRUCTURALELEVATION
/� ¢Evnnon HT
rw jj=ELEAvaoN/SECTION
'I L 1 1 1 J b�' " "�' ELEVATION
refrigerator outlet
12)SIEGE A2 IE)RDOP STANDWD GABLE TRUSSFRWWD®N-D.C. O =INSULATION
smoke and carbon
Roof Plan ��k New Mechincal, Electrical & Plumbing monoxide detector A REFERENCE SHEET#
EP electrical panel
SCALE: 1/4"=1'-0" SCALE:1/4"=1'-0"
wall register AO 3
led garage light N
CONTRACTOR general notee KAREN LINDEN
r TO CONFIRM GENERAL:
R
HORIZONTALSMATN -CONTRACTOR TO VERIFY (Oier3o•o"•ir"'
Si EXISTING LOCATIONS OF ALL
UTILITIES WHETHER SHOWN
10'-10
FOUND/COON CINR6
" FowmATRM CORMS
VO' _, APPROXIMATELY G'T HEREIN OR NOT AND PROTECT
r rsMLGxWATELv1•a DEEP mmOTTEGARAGE THEM FROM DAMAGE DESIGNER:
I F 6'-3' D�"NTOTNE Luau ,el+osc 8'3" AND NNFiGNr
♦ ] `/71 wma•-s•iNNawrt lr ,.4- RESPONSIBLE OR ALLAL MEANSAND METHODS AND SHALL are nL ser
• I i• y 4 V te r- ~-V� eooeies-.
N I ® • !w^ � C o,ae` ) INTEGRITY OF ANY
UCTURAL
— - - '� I �_Y ❑ CONSTRUCTION UNTIL ALL
L — — — ( �r' ;yam,= CONTRACTOR(S):
ELECTRICAL O \=/ ® L >sNFwnuNc �•
PANEL a BATH LOAD LATERAL AND VERTICAL -
/� B r To t, LOAD CARRYING SYSTEMS VERTICAL
ARE
Y f3t AL6 Iw"al a ® ® ®TMRn®e• COMPLETED. ....
ri--)181
6 R �)OZ.EDGES, CONTRACTOR SHALL KEEP THE ccer
o� `+rOZ.PwD CONSTRUCTION SITE IN A p°"1C-
1 3G 80" BROOM CLEAN CONDITION AT
iv n r ALL TIMES DURING THE
u CLOSET `p� u,EewFw000am PROJECT
,—• • - DIMENSIONS ARE FINISH TO
GARAGE zsa 6• _ ❑ FINISH UNO;CONTRACTOR IS
-- —— � _ n µ1 NM-wAu t u RESPONSIBLE OR
I-- `�� A xo.,G G" " VERIFICATION AND IS TO
e 'arT+i Euwn of ® N_��,f�_, REPORT ANY DISCREPANCIES
stws.MRENTO j ADU TO DESIGNER BEFORE
stws weo.c. Ex Iot..A,ml l NAIL VAPOR SORRIER SHALL 1 PROCEEDING.
NNCHORaWALLTO < A0.5 ffPIM EOSETVFEN
Fuuro.•T(N WI IX Iwp, CONCRETE FLOOR AND TIE •
( FDuwnnaavuTes PREPARE°�°fF VI
LOCATEL2(,4)ANMY ) 0 ' N,
rROIAll REaor W.L.L. # JV Ju
INSTALL PLATS PRIOR ,
I TO GYPSUM BONO N A
MINI SPLIT ( wsTALIATGn ) ®' of
70
<` 1 1
L_ J w 18'71" Y W */ a N
18'-71" �EroxreR "mR,A'x ` LJ Z iV N
rNJr o8 0o
W
Main Floor As-Built New Main Floor Plan ro d 144,'� i i= CO
8
SCALE:1/4=I-0" O SCALE:1/4"=1'-0" N��s ' 'I• 3'
�(�J
,` G J` A, c.A.t ,
aer cL>o( %(�A DATE: 8/3/2022
(1)aeOFn lighting Bend
— — — ———— — ————11— _-- 1' 3-8 314" 4'-0 114" C wall sconce
4 REV:
�$.
malminimmemomil
_. ' I � i. 'i,I'� � r J ,MIAOW ELECTRICAL LOWS LED light wall legend: (pri..r-o"=II I
-�^ I
�� --- !�I���Y �I��II , ` PANEL REV:
ID rA��
R)ffiEFQ �� O plili(IIgM I I(E)am EXTERIOR
I1I I7IR
III I I II I ( I �.�^-ti I " \� I 1 F g I +(E)34 Ex1ERi0R
LTiT>»i Lc,(Ella Y
26•—,--.za•-.,.ze as°� IF Nxtilin mount
AOO1(M BOX VENT To(EI ROOF I L 'e ,..4611
I 1(E)DI6INTERIOa
•
1 . I I I I I TAN aEss b® exhaust fan w th l ght I(E)zxL INTERIOR
HEATER . rr �.i b,.....�.'.��..,��1(xl WALL
j NEATER W
� , Es wall switch WALL TO DEMO
+ �--1 �� 1 I I I I I I IJ PARTIAL NELGI WALL
—t— 1 —— —— —— — — 1 — — - 0 uwn Ea` wall switch with timer .
k v-:i{colNraETE wnu
I ( I I 7 ' �,' 3 way switch I (N)CONCRETE WALL
1W BOX aoN>FVENraro(E)ROOP �"^ DRAWING:
E� t»m garbage disposal an l nd As-Built
I I I I I I I I ,�`
MINI SPLIT I ewifl'h. (p,= �W;.(e)wlMmvsm be (N)
\\ /^ /J7 — _Thar...„
v,•/'—� ' 110Y duplex 0udet �--' ,wlw/(N wvaaW same sae
Floor
AL C =DOOR
Plans
WO 220+v duplex outlet /')=REFERENCE
JSTRUCTURAL
=ELEVATION MT
LJ — —
W i'�I I�I 1�vJ I
■
=E N/SECTION
•• SU1OLS ELEVATION� refrigerator erator outlet
ROOF STANDARD CABLE MISS FRAMING Y-•oc. -lNwunGN
ll)ys OFq (E) O
smoke and carbon
��
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