HomeMy WebLinkAboutBLD2020-01069 SFR - BLD Application - 7/24/2020 MASON COUNTY COMMUNITY SERVICES Permit No: L� 5ieM20 .6 t6tA
PERMIT ASSISTANCE CENTER:
•BUILDING•PLANNING •PUBLIC HEALTH•FIRE MARSHAL
615 W.Alder Street,Shelton,WA 98584 RECEIVED
Phone Shelto 6 27-9670 ext. 352•Fax:(360)427-7798 Phone
8X 5-4467•Phone Elma:(360)482-5269 JUL 2 4 2020
O BUILDING PERMIT APPLICATION 615 W. Alder Sheet
PR0PERTYqnA&N INFORMATION: CONTRACTOR INFORMATION:
NAME..GREGO &VALOREE CARPENTER NAME:
MAILING ADDRESS:3181 OLD BELFAIR HWY MAILING ADDRESS:
CITY. BELFAIR STATE:WA ZIP:98528 CITY: STATE: ZIP:
PHONE#1:(360)509-3164 VALOREE PHONE: CELL:
PHONE 42: EMAIL :
EMAIL:VALCARPENT@AOL.COM,TAHUYAGREG@AOL.COM L&I REG# EXP.
PRIMARY CONTACT: OWNER ® CONTRACTOR ❑ OTHER❑
NAME EMAIL
MAILING ADDRESS CITY STATE ZIP
PHONE CELL
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number) 12309-42-00091 ZONING RR5
LEGAL DESCRIPTION(Abbreviated) TR9-A OF W 1/2 SE FIRE DISTRICT
SITE ADDRESS 3181 OLD BELFAIR HWY CITY BELFAIR,WA 98528
DIRECTIONS TO SITE ADDRESS TAKE HWY 3 NORTH,L ON NE OLD BELFAIR HWY
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO ❑X
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply):
SALTWATER ❑ LAKE ❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑
TYPE OF WORK: NEW ❑ ADDITION ❑ ALTERATION X❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE (Residence,Garage,Commercial Bldg,Etc.)SFR
IS USE: PRIMARY X❑ SEASONAL ❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 2
HEATED STRUCTURE? YES (Whole Bldg) ❑X YES (Part[s]of Bldg) ❑ NO ❑
DESCRIBE WORK ALTERATION TO EXISTING SFR
SQUARE FOOTAGE: (proposed)
1ST FLOOR 1491 sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq. ft. BASEMENT sq. ft.
DECK sq.ft. COVERED DECK sq. ft. STORAGE sq.ft. OTHER sq. ft.
GARAGE sq. ft. Attached❑ Detached❑ CARPORT sq. ft. Attached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
ENVIRONMENTAL HEALTH:
SEWAGE/SEWER SOURCE: SEPTIC X❑ SEWER❑ / NEW ❑ EXISTING XD
PLUMBING IN STRUCTURE? YES ❑X NO ❑ If yes, attach completed Water Adequacy Form
PERIMETER/FOUNDATION DRAINS PROPOSED? YES ❑ NO[] EXISTING SQ.FT. 1500
EXISTING BEDROOMS 3 PROPOSED BEDROOMS 3 TOTAL BEDROOMS 3 NO CHANGE
OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by
signature below. I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed. I have
obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or legal
representative, represents that the information provided is accurate and grants employees of Mason County access to the above described property
and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180
days or if construction work is suspended for a period of 180 days.
PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON
COUNTY CODE 14.08.42)
X 7/24/2020
Signature of OWNER(Must be signed by the OWNER) Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
qoe COU�rA MASON COUNTY PERMIT NO. , Q Q'Ir
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING•PLANNING.FIRE MARSHAL
WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.35522
Mason County Bldg. III,426 West Cedar Street (360)275-4467 Bert„ I V E D
tss� PO Box 279, Shelton,WA 98584 (360)482-5269 EI t
hV*Q G & MECHANICAL PERMIT APPLICATIORL 2 4 2020
OWNE ION: CONTRACTOR INFORM�WQ111/ti Alder Street
NAME:Jftj!tY&VALOREE CARPENTER NAME:
MAILIN ADDRESS: 3181 OLD BELFAIR HWY MAILING ADDRESS:
CITY: BELFAIR STATE: WA ZIP: 98528 CITY: STATE: ZIP:
PHONE: CELL:(360)509-3164 VALOREE PHONE: CELL:
EMAIL:VALCARPENT@40L.COM,TAHUYAGREG@AOL.COM EMAIL :
L&I REG# EXP.
PARCEL INFORMATION:
PARCEL NUMBER(12 DIGIT NUMBER):12309-42-00091
LEGAL DES CRIPTION(ABBRE VIA TED):TR9-A OF W 1/2 SE
SITE ADDRESS: 3181 OLD BELFAIR HWY CITY: BELFAIR,WA 98528
DIRECTIONS TO SITE ADDRESS:TAKE HWY 3 NORTH, L ON NE OLD BELFAIR HWY
TYPE OF JOB
NEW ADD ALT x REPAIR OTHER USE OF BUILDING
LOCATION OF FIXTURES/UNITS—1sT FLOOR x 2ND FLOOR BASEMENT GARAGE OTHER
PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS
Type of Fixture No.of Fixtures Fees Fuel Type:Electric LPG Natural Gas Heat Pump x
Toilets 2 Type of Unit No.of Units Fees
Bathroom Sink _a- Furnace
Bath Tubs 2 Heatpump 4 MINI SPLIT
Showers 1 Spot Vent Fan 3
Water Heater 2 Propane Tank
Clothes Washer 1 Gas Outlets
Kitchen Sinks 1 Wood/Gas/Pellet Stove
Dishwasher 1 Kitchen Exhaust Hood 1
Hosebibs Dryer Vent 1
Other 1 UTILITY SINK Other
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor. I further declare
that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties,including
any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is
accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This
permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is
suspended for a period of 180 days.PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.INACTIVITY OF THIS
PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
X Z7/24/2020
Sig(ature/dt Applicant
, Date
Gl X l�h !/l/ '�Y Owner wners Representative Contractor
Print Name one)
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS.
BUILDING DEPARTMENT J -2(-
PLANNING DEPARTMENT
FIRE MARSHAL
r General Notes Symbols
THESE DRAWINGS ARE GENERAL AND ALL NOTES MAY NOT APPLY TO THIS PROJECT. SEE
DRAWINGS FOR SPECIFIC REQUIREMENTS. 0 VENTED WINDOWS
1. These notes are WINDOW SIZE IN FEET AND INCHES
general in nature and do not set out aN code requirements.It is the responsibility of the I— VIDE x 5'- HIGH)
contractor to be familiar with Me requirements of the modes.
S.H. SINGLE HUNG/VERTICAL SLIDING WINDOW
2. All new construction to conform to the 2012 International Residential Code(IRC),local codes,state codes and H.S. HORIZONTAL SLIDING WINDOW
the 2015 Washington State Energy Code.
3. Unless otherwise noted,the following grades of frartvng lumber shall be used for new training: D.H. DOUBLE HUNG WINDOW training: L
-4 x beams shall be No.2 or better Douglas fir-larch CSMNT. CASEMENT WINDOW
-6 x beams shall be No.1 grade Douglas fir-larch AWN. AWNING WINDOW fvRG H I TI
GIWam beams shall be combination 24f,V4 grade(24f,V8 grade N cantilevered) B.V. BOTTOM VENT-FIXED TOP PANE W/HORIZONTAL
-Floor and roof joist and rafters shall be No.2 grade hem-fir or Douglas fir-larch unless otherwise noted �j v 601 W.RAIL
-Studs in shear walls and studs connected to holdbwms shall be No.2 Douglas fir4arch SLIDER AT BOTTOM P K O C D P.O.BC
-Studs shall be stud grade or No.2 hern-fir,Douglas fir-larch.or SPF FXD. FIXEDIPICTURE WINDOW
C SHELTON,'
WIN
4. Unless otherwise shown,new headers over exterior openings and over openings in interior bearing walls shall DOOR SIZE IN FEET AND INCHES PH:(360)
be 4x10 No.2 or befter Douglas fir-larch. (2-6"WIDE) S E P 18 2020
6. All new metal connectors shown on the drawings and as required shall be Simpson Strong-tie Connectors, 26 1X DUPLEX 110V OUTLET
unless otherwise noted.Use only approved connectors for treated materials. 33E# 220V OUTLET MASON COUNTY E N V1 R ON Y E NTAL HEALTH
5. All new plywood and oriented stand board(OSB)and application to be in accordance with American Plywood 1 - QUAD.OUTLET
Association standards and the moment International Residential Code. 13E HALF SWITCHED OUTLET PROJECT NI
7. All new electrical work shall conform to the National Electrical Code,State of Washington Electrical Code and ® SPECIAL HARDIMRED CONNECTION R E T 2019r
local codes.
I=r-- FLOOR OUTLET _ _ _ _ _ _ _ PROJECT TI
8. Owner or contractor shall supply bathroom tan sizes,manufacturer and model number ]:I-p WATERPROOF ELEC.OUTLET
to the Building Department
CEILING MOUNTED LIGHT FIXTURE
9. All new plumbing work shall conform to the International Plumbing Code,most recent edition,State of Washington,
and local codes. WALL MOUNTED LIGHT FIXTURE
Design Criteria: ® RECESSED CAN LIGHT FIXTURE
1. Sol = 1500 PSF,Assumed Bearing Capacity ® CEILING MOUNTED FAN
= 38 PCF,Assumed Active Fluid Pressure ® THROUGH WALL FAN
= 350 PCF,Assumed Passive Fluid Pressure CEILING MOUNTED FAN AND LIGHT
- 0.45.Assumed Coefficient of Friction WALL SWITCH
= 110 PCF,Assumed Sol Density -dt 3-WAY WALL SWITCH EXISTING GARAGE I LU
NI
Concrete&Reinforcing Steel: 4-WAY WALL STCH
1. All concrete work shall be per the 2012 IBC Chapter 19.Tolerances shall be per --Q TELEPHONE OUTLET I I Z
IBC Chapter 19,Section 07.Mixing,placement and inspection shall be per
Sections 03,04,05,and O6- TELEVISION/CABLE Ol1TlET I I W
ad CENTRAL VACUUM OUTLET w
n 2. All reinforcing shall be ASTM A615 Grade 60 except as show on the plans. �r THERMOSTAT I ii
SMOKE DETECTOR
3. Concrete shall be in accordance with the ASTM 150.
fc-2500 PSI @ 28 days CARBON MONOXIDE DETECTOR
slump=4"maximum,6%Air entrained.
CAUTION: CONTRACTOR TO FIELD VERIFY ALL CONDITIONS. i I UJ
UA
Common Abbreviations EA Each RLAM Plastic Laminate I I I W
AB Anchor Bolt ELEC Electrical PERP Perpendicular I i EXISTING CARPORT
AC Air Conditioning ELEV Elevation PL Plate �O
ACOUST Acoustical ENG Engineer PLYWD Plywood I 011
ADDL Additional EQ Equal PREFAB Prefabricated
ADJ Adjus4 Adjustable EQUIP Equipment PWR PoEW Each WaY werAFF Above Finished Floor R Radius I I, W
I 0
ALT Altemate EXIST Existing R&S Rod&Shelf I I Z
ALUM Aluminum FDN Foundation REFR Refrigerator ExIaTMG rd7�TO STRUCTUREM I I I I G
ARCH Approximate REINF Reinforcement,or Reinforce
ARCH Architect Architectural FF Finished Floor - L _ ____ _- -
ASPH Asphalt FIN Finish,Finished REQ Require,Required NO Cx4NGE TO DCISTMG SEPTIC -�----P- —T- - --{ W
AVG Avers FIXT Fixture RM Room -NO CHAN.E T I W Q
FLR Floor RO Rough Opening
BDRM Bedroom FLUOR Fluorescent — — — — — — — — — — — — — — — — — — — — — — — — — — J r _i PIONS EXI5TMG LANOIW, r I-
BETW Between FND Foundation
BL Building SD Smoke Detector 1
FT Foot,Feet SECT Section I _ - - - - - __ I Z
BLKGG Blocking FIG Footing SF Square Foot _ _ _ O
FURN Furnace SHT Sheet
BM Beam
Sheathing I r _ _ Q
BRG Bearing SHWR Shower " 'I 1 r q (� 0
GALV Galvanized SIM SimWr
BSMT Basement I " d I r I u
GL Glass
GL BILK Glass Block STD Standard 11 II r BATH cAe Cabin II BEDROOM 1 I o
CF Cubic Feet GYP BD Gypsum Board STOR Storage I ' 10 I I I I n - r
CLG Ceiling
GWB Gypsum Wallboard STRUCT Structural II I I I I u
BEDROOM „ LAUNDRY -
CM Clear HB Hose Bibb T&G Tongue&Groove Ir I'
CM carbon Monoxide Detector BEDROOM I ELEC
HDR Header TEMP Temporary,Tempered I I „
CO Cleanoul Ex15TMG(PF2EVIOUS)
COL Column HGR Hanger TNYP Television n I LL _ ,�.x `� _ _ _ _ _ _ _ „ �`PANEL PANEL -`; I 4eg7
_ ROOM FTAICTIONS TTP.
COMP Composition HORIZ Horizontal YP I c _ _ _ _ _ _ _ _ 11 _ _ _ _ _ _ _ _
CONC Concrete F=-_
CONN Connection IN Inch UNFIN Unfinished d s 11 t 1 COVE EXIST.MT.FINISHES
INSUL Insulation UON Unless Otherwise Noted t ______ �L _ _ _ _ _ , I u:wum e
CONT Continuous,Continue UNO Unless Noted Otherwise _ Sr4TE OF
CS MT Casement INT Interior rE _ - _ - - - J d 1 EXISTING CON-.SLAB
CU FT Cubic Feet V VON - -n _ r - - I1 1 I REMAINS
CU FT Cubic Yard .-BOX Junction Box VAC Vacuum I _ , I1
JST Joist VERT Vertical I _ _ J - - - ` u - u REVISIONS
F�novE EXIST. - STORAGE I
DEL Doublef _e W10 Without I Ir WOOD BOX PANTRY B I, EXISTING TO BE REMOVED TTP.
DEMO Demolition LAM Lartrinate,Laminated i r-1 r-1 n I
LAV Lavatory WH Water Heater I I I I I r II I I
DEPT Department UN Linen WIN Window _ '
DIET Detail WP Waterproof.Weatherproof L I I I��_ ,--1 - J Lt_ - _
DH Double Hung LL Live Load �O I I I I I EXIST. ' r� -
r � I
slcwa LI___ - • FAMILY
DIAG Diagonal MAX Maximum YD Yard I I I I TO REMAIN - - - - - - 1 1 ,�� ;1 1 s
DIA Diameter I L_ I LIVING L_J (7)
DIM Dimension MFR Manufacturer L _ _J- L J- L
DL Dead Load MIN Minimum
I I SHEET COI
MISC Miscellaneous
ON Down ExISTMG CEILING VAULTED
EXISTING ulALL9 TO REHAM Tl'P.
Ds Downspout NATL Natural I THIS AREA DINING KITCHEN
DWG Drawing
OBSC Obscure I EXIST,FIREPLACE 7 _ _ _ _ _ _ n
OC On Center TO FREMAM r- - r
OHO Overhead Door
OPG Opening _ =JL ,, _ - -- - - -- - _
OPP Opposite I - - - - - � - - � � - � - --- • '-
I
I
r - � � _ _ DATE
—
4 EXISTING ILINE TTP. DRAWN BY
REMOVE EXIST. - - - - J EM.FINISHES TO F£HAIN 1:
PORCH TYP.-PATCH AS REQ'D
TO HATC ADJOMMG FMISFE9 CHECKED
H
EXISTING WMDOUJ5 TO BE REPLACED L
NOTE:PROVIDE TEHPORART SUPPORT FOR SHEET NUI
EXISTING CEILW.MDOF FRAMING AS
REOJIRED UHEN REMOVING EXISTING
INTERIOR WALLS.NOTIFY AFICHITECT PARCEL: 123OS-42-00091
OF ANY UM UAL EXISTW.FRAMING
CONDITIONS DISCOVERED. LEGAL DESCRIPTION: TR9-A OF W 1/2 5E
DEMOLITION PLAN ADDRE55: 3161 NE OLD BELFAIR HWT
5CALE. '/4" = I'-0" BELFAIR,WA 98525 OF
RFPPODXTION
DRAWINGS WN
P8i1158 OFilt:l
r
1
w
PT 2)2.i4 2 APPROVED 7177H17
PT 2x4 LEDGER I I I 601 w RAI
-SEE DETAIL V 1M P.O.BAU 6
PT 2.4 4F • aL. SHELTON
SEP 18 2020
PH:(360;
MASON COUNTY ENVIRONMENTAL HEALTH
rrmm
I I I I I I I I I RET
PT2.&W� 16 oc. SEE DET`AVAU PROJECT I
201'.
4 PROJECTI
L-T-i 1 1 4 1 1 1 F- — — — — — — — — — — — — — — — — — --
U'1"xIB'xB'
-
W/PT 4x4
POST TYP.
SOUTH DECK FRAMING NORTH DECK FRAMINGul
I I
I OG
s DECK FRAMING I I III—
SCALE: 1/4" I'-0" Z
LU
9L
EXISTING GARAGE i a
EXT.WALL
w'-1• T-3 V2' 9'-3• 1 2T•-10 L12'
SPACED DECKING
NIASIDPY•
FLOOR JOISTS I 1 I I
2 �ygLV.J6• Fan Schedule W
FL NG 3' BEHIND SIDPKovne ent I 1 I I 19
1 100 M.BATH WALL I 1 ''3 87ASQ9 EXISTING CARPORT � I Q
SIMPSGN LUS26 JOIST HANGERS 7 Ice UTILITY WALL I
LL124•SIM 3 I� RANGE WALL 1'-0' '-0' 6'-3 VY I'- 1'-0• I I 146 a
DECK JOIST I I W
DECK SM.SEE PLAN I I I Z
Floor Area Table Renovation 1 1
W ga4.4 POST W/PC44 GAP Flo— 7--mi ( a' 1 0
^ T&WI Renovated Area WIN W z
Q'xQ•PRE-CAST CONK.PER WIDA9E LEVEL OF CARPORT
NEW 4•CONK.SLAB T
:. LEDGER TO MATCH DECK JETS.W/ 6 J o
` L..-x�J (3 LEDGER-;OCK — Ng— — — — — — — — —SCREWS- —� ETKBT. (7 R•Yii MAX a Y I- ~
R (2Q•PER SCREW) 20 20 40 30 I T•Q• NEW WOOD FRAME L NG/STEPS M♦)
RIM BOARD I BUILT ovER NEW SLAB ZC
ft-ra•DECK I 1------- r D L.� EXIST.DOOR TO I a O
SM"a 1 SPA TUB 1 n REMAIN 9 •�
COW-.Rm.IwL I �w� I ?v� srx I W vW
1 9 I SHOWN 212 $g I ONam
LL SEFORE SPECFlCAMATERIALS.TIOw OR GENERAL NOTES I i M CLOSET i O M BATH O HWI UTILITY
IT
2.SM ELEVATIONS AND FRAIL DETAILS �E HE T MASTER BEDROOM S m BEDROOM W
FOR RAILINGS. PUMP•EA ' I I F■n 1 3'-3•X Fan 2 ElEG.
BEDROOM a LIYPYs RMI n I +Ip�-4'
® '- • WW1 ® PANEL WILL FRAMING.16.OL 'M'YERF7 LOC.UN DECK POST SL LEDGER CONNECTION DETAIL °°a�R I TILED RELOCATE EIIST. iOLL EX SED E VITT.IE UV TYP.ASS. ELEC.PANEL FILL EXP06ED CAVITIES W/2'-T 4'-6 V4• 4'-6V4' F LL DEPTH INSULATION
�..�E:S.�• ■ I'-0e _ 26CPl&LATE I®'7APDER OF EXIST.ROOF a CEILING STRUCTURE TO REMA,N TYP. TILED FREESTANDING IE STALE O
s� 312 2x4 WALL + O TAR
ATTIC a ORNER'6 OPTION
U41R-3■15ATT ATTACH NEW CEILING JOISTS TO UR LN GLOAT CLOW Y
OR BLORN P 8ULATIOH EXIST.WALL FRAMING■/OA60 ply
NAILS EA JOIST NEW(2)2x6 HF•J HDR. _ 2hREVISION
- PROVIDE(2)2x BRG.I--1EXIST SKYLIGHTS BEYOND- I I -FROVIDE Q'xQ'ri'FTfL I I M1 L2Q7 EATE CAMWELL •NEW�•1T'-1 VI'-VERIF7 S'-T' 4'-0 U2•
IONS
NEW 2x6 DF 4 CLG.JSTS..24.O.G. I I I I I NEW 2x4.R6.OL.PIT.WALLS TYP.
I I I LIVING 1 1 a•-m•-VERIFY '-m•2'-0• 3'-0• s'-b• 6'-
Q NEW R-38C BATT INSULATION•NEW CLG.JST. L-J VAULTED LT J _
—lEXIST.i4 I FXIIREPL EXIST.SKYLIGHTS J TO7HER8 Y I _■' ISLAPD 1 BEDROOM SHEET CC
TO RB'7AN P781Y. EXISTING WALLS To REMAIN TYP,
11AN'COG.JOT.LLV NEW LU826 TYP.
MAIN FL
NEW 2X6 LEDGER Rv(2)Lid NAILS EA STUD I DINING _ i n KITCHHENN N1oao FAN 3 QO I BUILDIN
DECK F
CEILING BREAK LINE b0 DETAIL
WAY'GYP.BD.•24•FRN'IPG TYP. I I I ( rs - DW
EXIST.STRUCTURE TO REMAIN TYP. 1
-STRUCTURE CONSISTS OF EXT.WALLS,FCNDATION,I 6m,0 FXD. 26 30 EGRESS
W/f2)20 40 CSMT."Ir- 24•BENCH 9EATNG 46 40
LIVING FLooR BTRUCTIARE.ROOF STRICTURE, CONPIR-I s�2P w/ouNER "S "S DATE
W a NT.WALL9 AS SHOSN N MAN FLOOR PLAN
NEW OPCa� ^ —
TO BEYOND p {5'GYP.8D.•16'FRAMING URERE IREOD.
A 9 WILLOPE.EXIST.
T. INDCWSHOWN EXISTING ROOF LINE TO REMAIN 1, DRAWN
AI.I - - - - - - - - - -
WILL EXPOSED CAV'RES a FULL DEPTH NStL. O (PARTIAL)
-SISTER 2x6 FRAMING•—WALLS(OR 2'FURRING) NEW WOOD FRAME PO Z"TEP9
.OUPER'S OPTION a WILL CAVITIES NEW WPDOWB N EXISTING OP9UIW P.UND. CHECKED
EXISTING UY R-21 GATT INSULATION
CRAULSPACE DIN TO GRADE L
(3)R -212- SHEET Nl
Nam:VERIFY ALL WINDOW 61=6
PARTIAL SECTION A NEW WINDOWS AMINTENDED s� SEE rof-CI-I MAIN FLOOR PLAN A
TO MATCH EXIST.OPEN UNO. 1�1 FRAHM PLAN
SCALE: 1j4" I'-0" INGS SCALE: Ira" I'-0"
t I'-®• 4'-6' 10'-®•
14'-S W' 11'-6• OF 2
R3 ROOIICID
DRAVDIM V
xsl flan
RECEIVED
ENVIRONMENTAL JUL 24 2020
HEALTH 615 W. Alder Street