HomeMy WebLinkAboutBLD2023-00909 SFR - BLD Application - 8/2/2023 Permit No: F2111 '; C -0011iolll
MASON COUNTY
RECEIVED
COMMUNITY DEVELOPMENT
Permit Assistance Center, Building,Planning AUG 0 2 2023
BUILDING PERMIT APPLICATION 615 W. Alder Street
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME:The Harstine Roost NAME:David Wayne Canfield
MAILING ADDRESS:6104 Capitol Blvd.SE MAILING ADDRESS;3569 Lorne St SE
CITY:Olympia STATE:WA ZIP:98501 CITY:Tumwater STATE:WA ZIP:98501
PHONE#1:360-1151-7903 PHONE:360-791-7305 ` CELL:
PHONE#2:360-870-6280 EMAIL : �1
EMAIL:tessa@artisansgroup.com,roussa@artisansgroup.com L&I REG#CONSTL'802RN EXP. 07/D7dFmm
PRIMARY CONTACT: OWNER❑ CONTRACTOR ❑ OTHER❑✓
NAME Jason T8Bfflo°° EMAIL lasonQartisansgroup.00m
MAILING ADDRESS 6504 Capitol Blvd.SE CITY Tamvrater STATE WA ZIP 98501
PHONE 206639-7098 CELL n'e
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number) 121195300126 ZONING RI
LEGAL DESCRIPTION(Abbreviated) LOT 126.ADDITION#4 HARTSTENE POINTE FIRE DISTRICT
SITE ADDRESS 600 E Polntes Dr.W CITY Shelton
DIRECTIONS TO SITE ADDRESS US-101 N and WA-3 N to E Pickering Rd.in Mason County,continue on E Pickering Rd.Take E North Island or to E Pointes or W
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES E] NO 0 SNOW LOAD:25 psf
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 f] ALTERATION ❑ REPAIR❑ OTHER E]
USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.)Residence
IS USE: PRIMARY ❑ SEASONAL n NUMBER OF BEDROOMS 4 NUMBER OF BATHROOMS 3
HEATED STRUCTURE? YES(Whole Bldg) ❑ YES (Part[s]of Bldg) NO ❑
DESCRIBE WORK New detached single-family residence.
SOUARE FOOTAGE: (proposed)
1ST FLOOR"112 sq. ft. 2ND FLOOR 1898 sq. ft. 3RD FLOOR sq.ft. BASEMENT sq. ft.
DECK 6e8 sq. ft. COVERED DECK sq.ft. STORAGE 297 sq. ft. OTHER sq. ft.
GARAGE 640 sq. ft. Attached E] 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 ❑ SEWER / NEW ❑✓ EXISTING ❑
PLUMBING IN STRUCTURE? YES E] NO [I If yes, attach completed Water Adequacy Form
PERIMETER/FOUNDATION DRAINS PROPOSED? YES ❑ NOE] EXISTING SQ.FT.
EXISTING BEDROOMS 0 PROPOSED BEDROOMS 4 TOTAL BEDROOMS 4
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 APfL1CATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON
COUNTY CODE 14.08.42)
x A
3
Signa X?ture of O NER Must be signed b the OWNER)J __t/I. Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT EG 9-7-23
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
Permit No: le/i
MASON COUNTY
COMMUNITY DEVELOPMENT
Permit Assistance Center, Building,Planning
PLUMBING & MECHANICAL PERMIT APPLICATION
OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME:"rv'r� N NAME:-0AL-3.o (2-A0P6f�) �.
MAILING ADDRESS: G-50y r-%ro\'S� SG, MAIL>ADDRESS: 15iL! L a21iG ST
CITY.'` „x1ra Sr—
STATE: ZIP: -19,C0 c CITY: lL*tf,ATiR STATE: I,JA ZIP: 9$5-
I"PHONE: ,a:;Q5. 05L 2(- Cwr. L PHONE: 3LV5. l%. 56S CELL:
2°d PHONE: Z4f 6. f,39. SQ59 S EMAIL :
EMAIL: A 9V4-%0 L&I REG# c-nNsm..*4 a0e.RN EXP.�:;lgl,toz y
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number):121195300126 Zoning: Z�
LEGAL DESCRIPTION(Abbreviated): L.d(' %Zf_ 6,9��T�oIIJ*wq �AAVrf,TCA.5E f0iA-f,-gS 1
SITE ADDRESS:6-EAST POINTES DR W. CITY:
DIRECTIONS TO SITE ADDRESS: LQS i,- u 6- L3A-3 N c C. P6K6RiA 1ZD 7 Co,u� o u E.
r 1�K�a��, �0 7 TA,cGi E. 2TN �5h1►vD �L 7 �. �. <S G-)
TYPE OF JOB:
NEW ✓=ADD=ALT=REPAIR=OTHER=USE OF BUILDING
LOCATION OF FIXTURES/UNITS—1 sT FLOOR=2No FLOOR=BASEMENT=GARAGE=OTHER=✓
PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNIT Type of Fixture No. of Fixtures Fees Fuel Type:Electric�PG��atural Ga uctles
Toilets Tyne of Unit No. of Units Fees
Bathroom Sink zj Furnace
Bath Tubs 4- Z Heat Pump L
Showers -t- 3 Spot Vent Fan S
Water Heater L Propane Tank
Clothes Washer l Pas Qutlets _
Kitchen Sinks l �Woadd)'Gas/Pellet Stove
Dishwasher l KiTchen Exhaust Hood
Hose bibs Z Dryer Vent
Other W WSW Z Solar Panel
Other
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
OWNER acknowledge 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS
WILL I V DATE THE LICATI N.
X
Signature of Owner Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT l7�L 9-7-23
PLANNING DEPARTMENT
FIRE MARSHAL
O- IF
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VICINITY MAP p
DN(E'O� ,; w o »exec 441
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•
•�I + —_ i SITE DATA
v-- SITE PROPOSED AREAS_.___ _
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TREE LEGEND w S at
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PLN Approved PLANNING SETBACKS:
5'All Directions
08 ^� nov
s /22/2023
all setbacks are measured form
Mason County Community Uevekipment
Gavin Scouten the furthest projection of the building
All Changes Subject to Approval 'subject to EH setbacks
EH APPROVED
D.Anderson 08/30t2O23
' ,� ww iwar KwWco,we�n°�a. n.
�,� ,' soesurrverwo u,e SITE PLAN
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SITE PLAN AO 1 O
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NameVL2� I Vl Parcel# \2 <<�1 SLQ�� ( Z �� BLD# 2—OZ-5— 6076 1
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 2 of 2)
Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity.
Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater
Management in this jurisdiction. A complete copy of the ordinance can be found on the Mason County website:
http//www.co.mason.wa—us/code/commissioners/index.htm
Please follow the links to "Title 14,Chapter 14.48 Stormwater Management".
Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan
(Mason County Code Title 14 Chapter 14.48 section 14.48.70). You will receive a copy of the Public Works document
entitled "Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan". This document will assist
you in preparing the necessary information and plans for Public Works to review and approve. Per Department of
Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in
their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health
information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval.
A design by a registered professional may be required for more complex sites.
*These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan
on the pages that begin with"Handout"
PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE
A) 'J The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed
in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel.
B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the
system will be located as not to adversely affect any septic systems on this,or any other,parcel.
If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works
Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at:
Phone: (360)-427-9670 EXT. 450
Mail: P 0 Box 1850, Shelton WA 98584
Physical: 415 N 6th St, Shelton WA 98584
If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or
any other,parcel.You may also wish to consult with the septic design professional involved with the project. Mason
County Division of Environmental Health can be reached at:
Phone: (360)-427-9670 EXT. 352
Mail: P 0 Box 1666, Shelton WA 98584
Physical: 426 W Cedar St, Shelton WA 98584
A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met
prior to a request for final inspection of the building permit.
Owner/Builder/Agent 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,owner's legal representative,or the contractor.I
fiuther acknowledge that the inf ation provided is accurate and employees of Mason County are granted access to the above-
describe roperty fo ew d inspection as may be required.
X 1A Owne gent/ ontractor(circle one)DateA . 0./ ZO 3__
P/ge2of2
Name Jason Taellious Parcel# 121195300126 BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 1 of 2)
Per Mason County Code, Title 14, Chapter 14.48 a stormwater site plan is required whenever a building application is
made for residential development, or redevelopment', with more than 2,000 square feet of impervious surface'.
'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development
including construction, installation or expansion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment.
'Common impervious surfaces include,but are not limited to,rooftops, walkways,patios,driveways,parking lots or storage areas,
concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces.
To Calculate Impervious Surfaces Please Complete This Table
Surface Type Length X Width = Area * All dimensions in feet
Buildings X =
1 X = 2,776 Measurements for buildings are taken at the
X _ perimeter of the farthest projections (example:
eaves/gutters)
X =
Driveways X =
X = 1,098 Length of drive begins at the right of way
X =
Parkinq Areas X =
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X
X = 393 Any paved, gravel or packed area per definition
above table
X =
Others X =
X If the total impervious area of the proposed site
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area (sum of all areas) 4,267
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, p ase read,acknowledge and sign below.
Based Upon the information you have provided a Stormwater Site Plan IS NOT re fired for this development activity.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a st work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner,owner's legal repres tative,or the contractor. I
further acknowledge that the ' formation provided is accurate and employees of Mason County are gra ted access to the above-
described operty for r and inspection as may be required.
X Owner ge YContractor(circle one)Date: (25 t, CZ
If t e Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read,ackno dge and sign
the information provided on page 2 of 2.
Page 1 of 2 d vk
E¢
Z §
VICINITY MAP Z
/— SEWER LIVE N <
O/� Z C
/ EG�PEVIEW OP RD L.L, G 51
ULVERT
/ 1pf"' 0ir v 1'
i/ ) E=83.9
PROJECT LOCATION Lu
CULVERT
Q Iy
tiMP� �80 RISER/PEDESTAL � �
�£r85.3/�
j/PROPOSED CONSTRUCTION /` ( WALKER
CULVERT r - ENTRANCE.. EbyG70RCH OUTFALL� LANDING v' W $f
"CMP ULVERT 1 / J{... 1�pV 8 .
IE7 17 Y:y.,�,t `�'L /j0 PUGET SOUND
CMP j/ :: EXISTING DRCH LOCATED IN VEGETATED AREA N U
IE=840 /� // •S = CONTRACTOR SHALL FIELD ADJUST THE 1.1 Ll
/ '• :: I INTERCEPT LOCATION OF THIS DITCH TO O�
CULVERT / .! // —— '.�.'C' . • MAINTAIN 0.5%M.N.SLOPE IN THE DRAINAGE SFENCER LAKE
L�
17 GRADE DRIVEWAY TO DRAIN,2% { TIGMTUNE.E 0.5%SLOPE CAN BE MAINTAINED �l
GIP '!MIN.SLOPE(7YP.) •— • • UPSTREAM OF THE EXISTING DITCH OUTFACE h T.
Er88.3 /-/ THEN THIS RUN OF PIPE CAN BE SHORTENED ti o
PROPOSED SILT FENCE,CONTRACTOR SHALL ATM O €
;FIELD ADJUSTAS NECESSARY TO PUCE ON THE /�V///�/ 2R AR�DE
\ DOWNHILL SIDE OF THE SITE. PHILLIPS LAKE "88 Z CLEARING LIMITS x GRAHAM w
RRA POINT 0
EX EL:H-85.81 CONTRACTOR 87 ,/
SHALL FIELD ADJUST TO PLACE r r —l L.�L ?
/., PIPE IN THE LOW SPOT._ B6 a (L• b (N-)1'EXISTING— - — I
86 TALL FENCE
PROTECT E%IS
87TING TREE PROPOSED T DRAINAGE TIGHTUNE AT 0.5%MIN.
SLOPE(TYP.)IT IS RECOMMENDED THAT THE DRAINAGE NOTES
—� — CONTRACTOR INSTALL ASTM D3034 SDR 35 PVC
DURING CONSTRUCTION PROPOSED FFE.iF 88 / DRAM PIPE FOR STRAIG 7, ROOF DRAINAGE SHALL BE TIOHTUNED SEPARATELY FROM FOUNDATION
HT RUNS AND FLEXIBLE
" CONTRACTOR SHALL (L ADS N-12 HOPE PIPE FOR CURVED SECTIONS. DRAINS.
BJa. FIELD VERIFY ELEVATION 86 COORDINATE PIPING WITH ENGINEER IN THE
PRIOR TO CONSTRUCTION 01 ELD. I 2. ALL DISTURBED AREAS SHALL BE COVERED WITH MULCH(STRAW 8 CHIPPED
AND ADJUST TO PROVIDE '/ SITE VEGETATION)WHEN NOT BEING WORKED.
U
`\ \ •EX EL.O.M.35 CONTRACTOR \ - pOSITNE DRAINAGE AWAv // 3. ALL DISTURBED AREAS SHALL BE REPLANTED WITH NATIVE VEGETATION.
SHALL FIELD ADJUST TO PLACE,' FROM BUILDING AT 5%MIN.
�\ •. PIPEINTHELOWSPOT \ SLOPE 88
® SITE PROPOSED AREAS
IG PROTECT EXISTING TREES DURING TOTAL BUILDING\® NEW
ROOF AREA)=COVERAGE 2,776
B 6 SF
CONSTRUCTION
\N PROTECT EXISTING TREE NEW TOTAL IMPERVIOUS COVERAGE=3,112 SF
DURING CONSTRUCTION._ \ LOT 12fi./ /�� I COVERED PATIO=383 BE
COVERED GRAVEL=273 SF
-RESIDENCE(ROOF AREA)=2,T76 SF
SITE DATA
EX EL H-08.5 ® /
CONTTRACTOR SHALL ® I PARCEL:121795300126
/ FIELD ADJUST TO PLACE /"� ADDRESS:SIX EAST POINTES DR W. O
S PROPERTY SETBACK
PIPE IN THE LOW SPOT / � ZONINGSHELTO I S
— — — 88518 m m
\y PROPERTY LINE APPROX 28Y8' \ i LOT SIZE:8.5315E(0.15 ACRE) •m d !
LOT 127
TREE LEGEND Q
U — �T
■ SIGNIFICANT TREES TO REMAIN Lu m
z
n DRAINAGE PLAN w
■ SIGNIFICANT TREES SLATED FOR REMOVAL ~
(n
Clot 7 =2(Y4r
® < o
CONIFER TREE = O1y m m
RANIX)1 U"i KA NDO(TT'E
MI.T FTJICE DBTNAATION AND IN MAN:N'XT-. MT FF" IUNDOIJI'9 C O j'�'
-_. :iA6Wlf�CON51aUC110H E'i•AHLL __ <
DECIDUOUS TREE Q c U
C a
r�l��bl�•/•�[vO1Tfp�.•pM'1 Q O
arrir r.rrs�rw.4��r.rrrrw�r MAY ��rlwto�wMOflr�!'4.1
DRAINAGE PLAN LEGEND
rrrr.rVrti,. ��••1Wl / —gnetl BY:RC,TB
�_ bprlrV raYrT/.MrrMerrs 1�1ML'il•b�•.�••M•aedti• SILT FENCE a
r•.•�yp r'_'ti.•r,...nre,•.f,..r�b.u.v wr w�.0 e�.�w.tlnw.er� �� •�T�BY: JC,YC
cr,r Mar YM rbr•�re.rrrrrr
Issue Deb: 08/01/2023
Rev5i
r_jm �kaY�aC•r®N/A.Rarr on5:
` ....��rr�rrll.�A �n..
B gm•nyrrY•rr.•rrpr IIIII J CLEARING LIMITS
r�.rtd aT s..rru� ,,rr�• / Rev/ DeunpEon D.I.
•. '''rs• BfaTwev✓!r a fl.sr•r•Aq � / r10 DRAINPIPE
••rrrr o—
.� ... � CONSTRUCTION ENTRANCE
u>•A>a //_ PERMIT REVIEW SET,NOT
.. �` ttr♦. rlwrrrr.rrsrrr r. —�'I�o"^r FOR CONSTRUCTION
J
• Mr.•�Iya.zorr(rr�grsWlr vers111 \-A•6lr�Fr
• Mw1�m A�0a..rr r.N r'Arrvrf l•1r fy.prr .•rfj�Ar
Orvr�Aarre�
..w.w.a...>or
DRAINAGE PLAN
C101
d. Z
VICINITY MAP _ O z
CULVERT ,/ 88 i � ' `\ J
/ // S0�• �i i ,� EG
CMP
ARE=85.3,/ / /i' �' N�� \ 5•X5'WOOD POST WITH EDESTAL e� --cVEW LOOP RO
66� s QO\\" i i� ADDRESS(H')7 TALL
/ w E
PROJECT LOCATION m p�
U _a
CULVERT /W v I LU o
WALKER
E=63.9 ® \ / LANDING = 3€
PUGETSOUND E
�� it 72• _ : 1 • ; , SPENCERLAKE
CULVERT yj/ j' �P �.@@, / 1
12, POWER
//\ E=84.0 ( • 'eb / / \ �) _J �S 2 (w,�1//' a
IE 857 ���' \ / VAULT/MANHOLE
/,�// //�//\ .-�/ / • • / \ n // 2� HARSTINE g _
/ //�,/ /=/ �' ` • / ® / \\ PHILLIPS LAKE GRAHAM ISLAND
// ,/// / ` �' ` 7 • ® \ �U �` POINT o
¢
/
(2j /I �� IE(YSTER®
9'X20'ALLOCATED
URIED CABLE LINE /PARKING SPACES / \
TESSA MYEBINGTY
EXTERIOR LIGHT I SITE DATA SATEOF WA
SI,INGTON
FIXTURE TYP.B I / `\
Ot-
PARCEL 121195300126
/ I ADDRESS:600 EAST POINTES DR W.
/ / I SHELTON,WA,98548
ZONING:IS
® \ —� / ,fie (H•)W EXISTING I LOT SIZE:6.361.84 SF(0.15 ACRE)
G
TALL FENCE i I LOT 125 MAXIMUM BUILDIN COVERAGE:
MAXIMUM IMPERVIOUS COVERAGE:
• ® \) / \( ,DS.TYP' `\\ ,' -' I SITE PROPOSED AREAS
1 /
NEW TOTAL BUILDING COVERAGE= SF
• � ' \�' � /�i \ -RESIDENCE(ROOF AREA)=2.776 SF SF
NEW TOTAL IMPERVIOUS COVERAGE=3,442 SF 3
-COVERED 393 A GRAVE C
\ / \ I -COVERED GRAVEL=273 SF �m
I 1 I -RESIDENCE(ROOF AREA)=2,776 SF rm w
m / I I 6i z? f
qVol z d 3 z
O W
—CEDAR
SCREEN
\ / WOOD STOVE PIPE, TREE LEGEND I I , \ 1
\ / PAINT BLACK TYP. W
I
LLl
\ \\ \\ LANDSCAPING )�16 —II-- -- ■ SIGNIFICANT TREES TO REMAIN LU
\ \ GROUND LIGHTS, \ // / / I
\\ \\ \\ ( \ \. e e \ // 5;0, l / ■ SIGNIFICANTTREESSLATED-Ft REMOVAL Q o m
\ _
CONIFER TREE Q o: g w a
LOT 126 / // Y\ / ® 0
/ /•� Q o �n
\ DECIDUOUS TREE
Designed BY RC,TB
/ 1 i D_By. IC,YC
Issue Date: 08/01/2023
Rev'MS:
Rev# Dea-pt- Date
` I
\ / VL • / 5PROPERTY SETBACK \ LOT 124
\ / i PROPERTY LW E I APPROX.287-9•
PERMIT REVIEW SET,NOT
/ / FOR CONSTRUCTION
LOT 127 I ® // �/ NOTE:INFORMATION SHOWN PUBLIC
SET ROES.SITE
GATHERED FROM A COMBINATION.A PUBLIC SOURCES,SITE
OBSERVATIONS,AND 3RD PITIES.ALL INFORMATION NOTED IS
SUBJECT TO VERIFICATION.ARTISANS GROUP ARCHITECTURE AND
/ ® NNINI,ASSUMES NO RESPONSIBILITY FOR SURVEYING SfTE
STRUCTURES,BUILDING ORIENTATION,AND/OR SIZE OF FEATURES
NOTED ON PLANS.PROPERTY LINES,FEATURES,AND STRUCTURES SITE PLAN
` SITE PLAN TO BE FIELD VERIFIED BY SURVEYOR OR GENERAL CONTRACTOR.
qA6,9 ,- -0" ol A010
a
IL 0
O z
LD
STRUCTURAL NOTES 41' `» _
j
h rel Nn.e. the L�<
The e
se structural rotes-pp-- dr-P.Any die-'ncy found artarg to " = • W
drawmgs these notes.and the a4e wrrdkorw shall W reported b the Errgneer,who - r _ 1 s'�, - U n C
atoll conaci suds d'screpanry b wriorg.Airy woM1 done by the Contractor efler • -- N
esnwery a a�rn dLsc.eParhty alai ee eaw at aw ca,radora ask.The ednmeaa - `i r t+ .` r y' t* _ a
she.
weHry ills co«ernm law aarh.nabrts smaq ill anwfng•Mar m c~ ;1 �. •` 2 jp
proceeding with any work a febni,xtlon.T oara Fs Cdor sspo ransiole for all
V;1Ij) _
nrednq end cnmrg aurmq constnKbm - ` F "i •r r s"e j
r.,} [
All wnatru -shall comonn b the"I'Licaltile Portions of 1.latest edfion of Um
,r
lmemacona Boeing Cale-ept whore noted. t . ! +$�•! � , `� _ ' :._- _ - �y ¢ _ Q Q y i
De. G n ti _ a t G tat ..c'- -- '�- f0•� d i
t. LNe Load 25 PSF(Brow) ..A.�-
40 PSF
(a0 PSF Deck) �{ r • 7J i" 1 .�J r r�•± 'g
2. Dead Load 15 PSF(Root snit Floor)
150 PCF(Cachet.)
3.Wind = XH8IBC Exposure C @ 100 mph(LRFDI 80. MPH '
(ASDI.3 semnd go. f __
r.
4.Eannquake = 201810C -/
-
Ss 1 522 Site Glass D f - _
SL 0547 '� �� I 11152
E 1.0 - ( ' ' REGISTERED
5 D6W Category 0 AACHITECi
SDL=1.21 F - ��- l AAyy
Light Frwne Wood shemwelis 7 TEBSA RAPE BRgOIEY
R•6.5
=13 Nth-Ren.wem Srru�cture y: f STATE OF WASHINGTON
C.-SOS VIR
YpCaW
V=0.2uW for Load Factor Dssgn ---
ta•SDS V(1 AR) �.
V=0Cs W
s.$ol • 1300 PSF,Auurrwd Searing Capacity
25 PCF.Arava ve P-s
0,3 PCF,Paean Pt'-
o.3s ca.Md.nt or Fri-leas
Ccio rem It Reinkrrin Saisid
1. All concreM work shelf be per the 2018 IBC Chapter 19 and ACI
31 SA4.Concrete%is*,mrsirg and Placement shall nil
per ACI 318-14.Mvirg and pta-slant shall be per ACI TYPICAL SHEAR WALL NOTES
318.14 and msoacbPh i snag be per 2018 IBC,Chapter 19,sechons 03
and 04. Use lrZ dia.by 10'Anchor Bons AS'a)with single plates or 1/2•dia,by 1T AB's with 3X or double plates spaced as shown on the tlewings.
2. All reinforong shall be ASTM A615 Grade 60 except as shown on the AB's shall have 7'of embedmenl into footing,shall be centered in the stud wall,and shall project through the bottom plate of the wall.All anchor 3
plans. plats shall a placed within 7Y from rollers,and 12'from the ends of pac plates H splices a,su All anchor bons shall have a e square,um thick PERMIT REVIEW SET- NOT FOR CONSTRUCTION
3. Concrete shall n m accordant won ASTM 750. m
plate washers between Unstop of the sill plate and the rat(#using Simpson Tnen HD as substitutes la archer bons,embed a minimum a m
fc•p-4 PSI 28 day 3-1/2'into corhcrele.) H rn W
slump=4"maximum,6%A.eraainea m
Al wall sheathing shall be 1/2-CDX plywood with ededor exposure glue and span reled'SR 24/16-or bettor.All free sheathing edges shall be N 'A< j
blocked with 2x4 or 2x6 Sat blocking except where noted on Me drawings or below. z o H Z
1. All steel shaft be ASTM Alb except as noted. All nails shall be Bd or 10Q common(8d common nails must n 0.131 inch diameter,fence KC27 Nails are equivalent t 1 Dd common nails are A G A P H A R S T I N E CABIN m w° w
2. All bolls shall be ASTM A325,except as rated. called for the diameter must be 0.148 inches,San-MD23 Nails are equivalent when used with%-plywood).Nail size and spacing at all Q O
3. Anchor bons shall be ASTM F1554 G,36, sheaW thing eoges shall be m required below or as m the drawings.Nail spacings shall be 12'o.c.for all field nailing except as noted. sill u heir 6 x
4. Welding shah nil by AWS cerefied welders will,11 elecrod.I, U
accordance wrth AM D1_1-75, Hold downs are Simpson*Strong Tie and shall the installed per the manufacture's recommendation.Equivalent holEpwns by United Steel W
5. Tuna columns shah be of eve as sham and per ASTM A�W,Gr.C Products Company-Kant-Sag-that have ICC approval can be substituted in place of Simpson Ialdo ms.
6. AnW Sections tobe ASTM A-992 Th.rmiling of the il.plate to the floor shall be 16d coxmincin mils to match the spacing of this shear wal edge ailing PROJECT DESCRIPTION SHEET INDEX BUILDING SQUARE FOOTAGE W
THE PROJECT IS A SINGLE FAMILY RESIDENCE DESIGNED AS SHEET NO. SHEET TITLE -
Wag framing shall be#2 Doug-Fir or betler.3X.4X or 6X studs can be made from multple 2X studs glued and nailed together with(2)rows of A SHARED VACATION HOME FOR ARTISANS GROUP BURT AREA(ext.of framing) 3,878 SF
�� 10ds at 8'on center each row. ARCHITECTURE AND PLANNING.THE HOME WILL BE USED AS GD00 COVER PAGE MAIN FLOOR 1,849 SF
G0o1 GENERAL NOTES SECOND FLOOR 2,029 SF
1. Structural flaming"I shall D#2 Douglas Fir. A SHARED SPACE FOR EMPLOYEES AS WELL AS THEIR m
3x sill plates can be a combination of 1 pressure treated 2%sill directly p A010C101 DRAINAGE P
LAN
2. 6%columns xhai be#1 Fe unless noted otherwls.. () Y m contact with concrete and another non-treatetl 2X sill late nailed to FRIENDS AND FAMILY.THE UPPER FLOOR CONSISTS OF o
Douglas the lower plate with(2)rows of 10d common nails at 6'on center each row. BEDROOMS,SHARED OFFICE SPACES,AND SMALLER 1 SITE CONDITIONED AREA(nL d framing) 3,070 SF a
3. 2X joists rafters chap nil kilo died and stored in a dry area poor to PRIVATE KITCHENS.THE MAIN FLOOR IS A COMMUNAL SPACE A100 FOUNDATION PLAN MAIN FLOOR 1,112 SF Q se m w
lnstallallon. Alf fasteners In pressure treated wood shelf be hot dipped galvanized or stainless steel.Anchor bolts are required b be galvanized. WHERE A SHARED COURTYARD SPACE SEPARATES THE A107 MAIN LEVEL FLOOR PLAN SECOND FLOOR 1,698 SF = p ry
d, Floor trusses shall be, Tres-Joist or other approved manufacturer.Root GARAGE AND FUTURE SHOP FROM THE MAIN LIVING
AREA A102 UPPER LEVEL FLOOR PLAN o i trusses shall be by a preapproved mamdaclurer and censwaed ROOF DIAPHRAGM TWO UPPER LEVEL DECKS CELEBRATE THE VIEWS AND A150 MAIN FLOOR REFLECTED CEILING PLAN ATTACHED GARAGE 640 SF S z n
according to the specife:ations of the Truss Plate Instnum. DENSELY FORESTED ENVIRONMENT OF HARTSTENE ISLAND. OUTDOOR AREAS-COVERED PATIO 393 SF Q K s w a
'h'plywood or 7/16'OSB,s A190 ROOF PLAN OUTDOOR AREAS-UNCOVERED COURTYARD 270 SF
pan Hated 24/16 or Defter,nail with 8d common nails at 6'on center edges and 12'on center field.Sheathing shall V
Truss mar ufwb N are responsible for all bracing of the trusses lay perpendicular to framing. A202 EXTERIOR ELEVATKNS C e
including end wall bracing and all other bracing between the building and A202 EXTERIOR ELEVATIONS
the trusses unless apecifically shown otherwise on the drawing,. FLOOR DIAPHRAGM DESIGN TEAM A301 BUILDING SECTIONS ENERGY NOTES
5. Glue laminated beams shall be 24f-V4 unless noted otherwise. A302 BUILDING SECTIONS
(Flo- 2.400 PSI) 3 4'tongue and groo,e plywood or OSB sheathing span rated 4824 or better.Glue and nail with 10d commons at 6•on center edges,and 12' PROPERTY OWNER AS00 DOOR SCHEDULE Designed By:TB,RC
ASW 2018 WASHINGTON STATE ENERGY CODE Drawn B(Fv= 285 PSI) on center field.Sheathing shall lay perpendicular to framing. ARTISANS GROUP ARCHITECTURE PLANNING UL IN A )• JC,YC
BUILDING DETAILS
(E =1,806500 PSI) TUM CAPITOL BLVD SEPROPOSED EFFICIENCY SPECIFICATIONS: ENERGY CREDOS:6.0 CREDITS RED.
(FcL= 850 PSI)
TUMWATER WA 98501 A510 WINDOW SCHEDULE ROOF =R-49 (TYPE 2 FUEL NORMALIZATION =1.0 Issue Date: 08/01/2023
6. Laminated Veneer LurrlDer Beams(LVL)shall have the following CONTACT:ROUSSA CASSEL =R-78 C 1.3(HIGHER R-VALUES) a 0.5 Revisions:
properties. PHONE:360-951-7903 WALL =R-21 INT 2.1(AIR SEALING) =0.5
(Flo• 2600 PSI) SHEAR WALL SCHEDULE EMAIL ROUSSA@ARTISANSGROUP.COM FLOOR =R-10(SLAB ON GRADE) 3.6(HEAT SOURCE) =2.0 Rev# Description Date
(Fv: 285 PSI)) CONTACT:TESSA BRADLEY FENESTRATION =U-0.21 5.4(WATER HEATING) =1.5
t. sheathi .led with Bds at 6'on center all edges.(Capacity-260 ptt) PHONE:360-8746280 AIR SEALING =3.0 ACH 50 PA 7.1 APPLIANCE PACKAGE =0.5
(E =1,900.1100 PSI) n9 oar lag
(FcL= 750 PSp EMAIL:TESSAM-ARTISANSGROUP.COM D f VENTILATION =LUNOS HRV
r 7. Plywood shell be naffed 6'o.c.edges and 12'field with Bd's unless ®sheathing nailed will,8ds at 4-on center ail edges with 3X cr 4X studs at adjoining panel edges.(Capacity--380 pit) Qt
WATER HEATER =NEEA TIER 1 ELECTRICTOTAL CREDITS =6.0
otherwise rbte0 on Ole drawklgs. ARCHITECT HEAT PUMP WH
sheathing nailed with 8ds at 3'on center all edges wrth 3X or 4X studs at adjoining panel edge.(Capacity-490plf) ARTISANS GROUP ARCHITECTURE+PLANNING,PS HEAT SOURCE =HEAT PUMP
)jgrdwere. 6504 CAPITOL BLVDSEsheathing nailed with 1od's at 3'on center all edges with 3Xor4X studs at adjoining panel edges. (Capacity=600plf) TUMWATER,WA 98501BUILDING PERMIT INFORMATION
All conrhectlon hardware shall be Simpson'SDorg Tie',unless noted othervdce. sheathi nailed with 10ds at 2'on center an ed CONTACT:ROUSSA CPSSEL,AIA® rg gee with 3X a 4X studs at adjoining panel edges. (Capacity-770plf) PHONE:T:RO 1SSA C Connection hardware ez0osed to weatlher a in comae wth the EMAIL:ROUSSA@ARTISANSGROUP.COM PROJECT DESCRIPTION: NEW CABIN ON UNDEVELOPED LAND
ground or pressure HOLDOWN SCHEDULE NUMBER OF STORIES: 2 STDRIES ABOVE GRADE
treated wood shall be galvanized Per ASTM A-123 wrth 1,25 oz.of zjnc speller per STRUCTURALBUILDING HEIGHT:
23'-0'
square foot of contact area. HDQ8 ROOS attaches to foundation with 718'diameter anchor bat with 18"minimum embedment into 8'concrete stem wall for cast in MC SQUARED INC 08/02/23 OCCUPANCY TYPE: RESIDENTIAL
place construction.SETS 28 can be used as an anemative to anchor bat.HDO8 attaches to 4X studs minimum with(20)Simpson SDS1/4X3 1235 4TH AVE STE101 BUILDING AREA 3.309 SO.FEET
CAUTION somes.(Cap=7630) OLYMPIA,WA 98506 PERMIT REVIEW SET,NOT
PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS.BRACE PER CONTACT:RYAN EGOLF,PE STRUCTURAL•FOUNDATION•MARINE SITE ADDRESS: 600 FAST POINTES DR W,SHELTON,WA 98548 FOR CONSTRUCTION
RECOMMENDATIONS. HHDQt1 HHDQ77 atlaches to fpuMatbn with 1'diameter anchor bon with 2a'minimum embedment into B'concrete stem wall for net b PHONE:3600-754-9339 L TAX PARCEL NUMBER(S): 7 21195300 7 28
plan constructor.HHD071 attaches to 6X stud minimum with(24)Simpson SOS1/4X3 screws.(Cap=11810) EMAIL RVANE@MC2•INC.COM = = = 1235 EAST 4"AVE. LEGAL DESCRIPTON: LOT 126,ADDITION#4 HARTTENE POINT
CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS, SUITE 101 LOT AREA: O.tS ACRES,Sly CIRCULAR LOT
HDU2 HDU2 attaches to foundation with a 5/8'diameter anchor bat with 14"minimum embedment for cast in place construction.Use 5/8' TRUSS ENGINEER MC SQU OLYMPIA.WA,98506
diameter threaded rod in cleaned 3/4'diameter hole 7'deep and epoxy wltlh Simpson SET-3G t installed after concrete has been cast HDU2 LOU WS TRUSS INC. (360)756.9339 ZONING: IRS(RURAL RESIDENTIAL 5 ACRES)
attaches to double studs w,in(6)Simpson SOSIAX3 sons-(Cap=3075) PO BOX 3168 rereow rower FIRE DISTRICT: 5 COVER PAGE
FERNDALE.WA 98248 JURISDICTION: MASON COUNTY
HDU4 HDU4 attaches to foundation writ a 5/8'dameter anchor bat with 14'minimum embedment for cast in place construction.Use 5/8' CONTACT:CHAD WALKER PHONE: 360-427-9670 X 352
diameter threaded rod in cleaned 3/4'diameter hole 9'deep and epoxy with Simpson SET-3G If installed after concrete has been cast.HDU4 PHONE:360-384-9000 EMAIL: X
attaches to double studs with(10)Simpson SDS1/4X3 screws.(Cap=4565) EMAIL:CWALKER@LOUWSTRUSS COM
0000
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G) Zm oP o W � ARTISANS GROUP
0 Z < .. OWNER ADDRESS: SITE ADDRESS:
o- m n 6504 CAPITOL BLVD SSE 600 EAST POINTES DR W, Q'
O m"' x'f SHELTON,WA 98548 ARCHITECTURE + PLANNING
N N PARCEL NUMBER: PROJECT NUMBER: "�8
0 11'JY 6501 Gapi.,.10 SE Tumwalar.WA 98501 I-5�006M 1P)360.5]0.0]]]fl I�^+�'+'-aN�sansgrouv com
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a• LD B"
PLAN NOTES ^ z
1. SEE SHEET G000 AND G001 FOR GENERAL PROJECT NOTES,SYMBOL J Z Y
LEGEND AND ABBREVIATION INFORMATION O = g
2. ALL DIMENSIONS TO FACE OF STUD OR ROUGH OPENING AS SHOWN. _
3. ALL INTERIOR WALLS TO BE 2X4 U.N.O SEE DETAILS FOR ASSEMBLY �y Q
NOTES. LL J
4. SEE SCHEDULES FOR W NDOW INFORMATION AND DOOR TYPES n Z
S. SEE ELEVATIONS FOR SPECIFIC DIRECTION OF OPERATION AND d
LOCATION OF WINDOWS o
6. ALL STAIRS AND RAILINGS TO COMPLY WITH IRC AND TO BE EQUAL •F
SPACING '^ E
7. SWING DOORS TO BE 3'FROM ADJACENT PERPENDICULAR WALL v! Lu a 5
U.N.O.
8. ALL SMOKE DETECTORS AND CARBON MONOXIDE ALARMS PER Z o
REFLECTED CEILING PLANS = 5
9. SEE SECTIONS FOR HANDRAIL AND STAIR NOTES €
C B D 10.ALL INTERIOR DOORS TO BE SOLID CORE SLAB DOORS U.N.O.
6 BASIS OF DESIGN: y• Eu
1. FLOORS
A TBD ~ °�
65-0' 2. WALLS 3
A. TBD =
2Z-V 27-0' 3. PLUMBING N }°
A. WATER CLOSETS SHALL USE NO MORE THAN 1.6 GAL PER FLUSH
t'-8' Iw-V t'-0' 4. FIREPLACE
A. WOODSTOVE:STUV 16-M CUBE 33'WX 193/4'DX30 t2'H
SIMPSON HDO8 SIMPSON HDU4
4'-41,2' I I
B - '----��,--- - -- -- --- ---- -------- - - STEEL RBOLTSTOBE AT DV,C UN ()WITH
S R WALL THICK
I I
PLATE WASHER
MIN(2)PER WALL TRUCTURAL NOTES
THIS WALL LINE
ANCHOR BOLTS TO BE 7/2'DV,X 1 3'SQR X 1/4'
W STEMWALL STRUCTURAL STEEL POSTS I — ALL HOLDOWNS IN(2)STUDS TO FOUNDATION UNLESS NOTED
I
SIMPSON OTHERWISE.HDU2 •' N I PER PLAN,TVP. I
16'X 8'FOOTING I32'O.O. I I I I SIMPSON HDU4
A ALL DIMENSIONS TO EDGE OF CONCRETE(SLAB/RETAINING WALL).ALL B AT C. I I I GRID DIMENSIONS TO CENTER OF COLUMN,FRAMING U.N.O ���
' 1'3 t2' SHOWER DRAIN, THISS WALL
).
A11162
AFCVOMT
CONTRACTOR TO ( .
VERIFY EXACT I I I HOLD DOWN WITH SIMPSON
LOCATION OF I •Lv I I X REFERENCE NUMBER TESSA RAYS
PLUMBING INTO 2 STUDS TO FOUNDATION U.N.O. STATE OF WASHINGiON
FD(TURES PER I I I
SPECIFICATK)NS8-01-
I I I I
T.
1R I i. .1
J
- - - - - - - - is I C.
SIMPSON HDU4
I• I
I I
37X3WxlTFOOTNG 'L•. Y I 3
I =a a
I I Z oO.3 i
I I I I I . I m S m2
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— — — SIMPSON HDU2 — — — I — — Q t o 2 C
•'IMF.— � I — D U N V)Yf 6 X
I I LU
TYPICAL FLOOR
4'CONCRETE SLAB ON GRAD FLOOR WITH 94'S I I 4'CONCRG�SLAB ON GGRADE W fTF1 I • { Z
AT 16'O.C.EACH WAY AND C NTERED IN SLAB I
FOOTING ON E E N'S AT 16'O.C.EACH WAY AND I I LLI
6 MIL VAPOR BAR IER I I I CENTERED IN SLAB
(SEALED FOR AIR AND RADON CONTROL) OVER 6 MIL VAPOR BARRIER OVER I I Un
ON 2•RIGID FOAM(F(2t MIN) GRAVEL OR CRUSHED ROCK
4'MIN COMPACTED CRUSHEq STONE(RADON I I I o
CAPTURE LA ) i.-4' Q y
•L,1 ( � 0 O f.�.
g.3• PLUMBING I I n I I I I a-
S
STUBOUT FOR I'L 6 I //Qn IY
ISLAND SINK I I ' I V
SIMPSON y
CONTRACTOR TO I I SPSON HDU2 Q o., N
6
VERIFY EXACT
2 LOCATION OFPLUMBING
(�FIXTURES PER Designed By:TB,RC ..
I I I I )
q - SPECIFICATIONSI I f Drawn By 3C,YC
I I Issue Date: 08/01/2023
I F Revisions:
SIMPSON HOW Rev# DesmpUw Date
o.
I I B Vt' I P� a am•e CC
SIMPSON HDU4 TH IS AT 3T O.C. SIMPSON HDU2 SIMPSON HDU2 I THIS WALL L NE SIMPSON HHDQ11 SIMPSON'
HDOfi �'L`� �c
THIS WALL LINE J J
1 2 3 4 5 6 �•220,9A� +.�`
•/OPAL•'".
08/02123
PERMIT REVIEW SIT,NOT
1 A STRUCTURAL•FOUNDATION•MARINE FOR CONSTRUCTION
n 1236 EAST 4-AYE.
FOUNDATION PLAN n1csQUARED SUITE'°'
OLYMPIA,WA,98608
At00 1/4•=1•-0' ® c36°)7sa9339 FOUNDATION
a 0. 1, 2. 4. 81
Al00
E e
o
i L
z rn
PLAN NOTES z
O z
1. SEE SHEET GI AND G001 FOR GENERAL PROJECT NOTES,SYMBOL ry Q =
LEGEND AND ABBREVIATION INFORMATION LL J
2. ALL DIMENSIONS TO FACE OF STUD OR ROUGH OPENING AS SHOWN.3. ALL INTERIOR WALLS TO BE 2X4 U.N.O SEE DETAILS FOR ASSEMBLY V o
NOTES.
4. SEESCHEDULES FOR WINDOW INFORMATION AND DOOR TYPES }
5. SEE ELEVATIONS FOR SPECIFIC DIRECTION OF OPERATION AND r
LOCATION OF WINDOWS v J W
• - 6 S ALL
STAIRS AND RAILINGS TO COMPLY WITH IRC AND TO BE EQUAL e
C B D 7. SWING DOORS TO BE 3'FROM ADJACENT PERPENDICULAR WALL o
o
A302 A30t (2)9 a
'x 2a ALLOCATED PARKING SPACES A302 8. ALL SMOKE DETECTORS AND CARBON MONOXIDE ALARMS PER ~ s
REFLECTED CEILING PLANS '^ L) n C
1 2 3 r--------------- -- r --------------------- 4 C 9. SEE SECTIONS FOR HANDRAIL AND STAIR NOTES v! Lu o
I i 5 10.ALL INTERIOR DOORS TO BE SOLID CORE SLAB DOORS U.N.O. F— m
36•X 72-SLOPED BASIS OF DESIGN: 3
• SOLID SURFACE SIMPSON HDO8 IN 4X 3-1/2X 9 GLB SIMPSON MST60STRAP SIMPSON MST37 STRAP i 1. FLOORS = _
LOW THRESHOLD STUD TO FDN INTO TOP PLATES AND INTO TOP PLATES AND //�-------OVERHANG BELOW A TBD
�HOWER PAN I I I LL
A -- — -- -- — — 4X STEEL BEAM NAILER — 4X STEEL BEAM NAILER — -- -- — — -- 2. WALLS
PLUMBING Q Q y B
A WATER CLOSETS SHALL USE NO MORE THAN 1.8 GAL PER FLUSH Te
r-0 1a o i27-0� 72.-0. i1 D.F.6X8 4. FIREPLACE
1'.3 3•-1' 4•-8' A WOOD STOVE:STW 16-68 CUBE 33'W X 193/4'D X3012'H u
C 6 HSS4X4X7/4 EQ EQ HOSE BIB
` `s I W' _ °0° STRUCTURAL NOTES
HSS 4x4X1/4 ,
n 4'-8" SIMPSON HDU4 IN 2 ELECTRIC PANEL
-v 6 I () ALL HEADERS TO BE 2#2 D.F.2X8 W/t TRIMMER 8 1 11152
® STUDS TO FDN — i1 D.F.6X8 5-1/2 X 19-12 GLB SIMPSON HDU4 IN(2) () () () ^ REGISTERED
J STUDS TO FDN. KING STUD U.N.O '\J ARCHf1ECT
CFM 30 I ALL EXTERIOR BEARING WALLS TO BE#2 D.F.2x6's AT
ABATH 003 GI ER TRUSS ABOVE I COVERED 2ALL HOEDOWNS IN 2 STUDS TO FOUNDATION U.N.O STATE OF WASH
RUN 10'MAX GRAVE - --_- _ ALL DIMENSIONS TO FACE OF STUD R ROUGH
n u I RISE 7J/4'MAX PARKING (> INGTO
SDN
e o n - O' • ENTR OF OPENING
A SHOWN.
G ALL
ID DIMENSIONS TO CENTER
SIMPSON HDU21N __ I I N
(2)STUDS TO FDN. -""--""-"-'i"""-- I i SIMPSON
_.__
n n i i i
CO �I
U T �___ HSS 4X4X1/4________i i O__-
L NOS E2 VENT -- Q TYPSEEICAL SHEAR WALL CALL LIT
THDH26-3 _ _ X NFOSRMAMON�ELEVATION(/AS°2)FOR MORE
SEE SHEARWALL SCHEDULE FOR NAILING
SIMPSON HDU41N(2 W72X26�_ — — _ _HSS 4X4X7/4 B-V4 X 24 GLB OR_ _ a C HOLD DOWN WI
HANDRAIL AT 36'A.F.F. TH SIMPSON
\\V/� STUDS TO FDN: — V / X REFERENCE NUMBER
'4 \J` \ INTO 2 STUDS TO FOUNDATION U.N.O.
OW GUARDWALI AT 42'A.F.F. I #2 D.F.4X70 I'� I (4)1-3/4 X24 LVL m
ENCLOSED WOODSTOVE I OUTDOOR HEAT
;.� E-- COURTYARD PUMP
OPEN TO ABOVE CONCRETE PAD I GARAGE OD '---
4
ABOVE
GIRDER TRUSS 3
"
LIVING s-vz X 16 GLB w
m
T DARK SKY COMPLIANT #1 D.F.6X8 p w
HSS 4X4XIM LANDSCAPE LIGHTS,TYP 4. m Q w
ax
W12X26 q HSS 4X4X7/4 r T+ —
Lu
SIMPSON HDU21N(2) I SIMPSON Ljj
`P I STUDS TO FDN. I 001 HGU5.62-SDS
'-1- Ti' 34'
m
0
Q y >
w m m m
m
r 1 I I I a o i R
COVERED e- Q
ALIGN TRUSS w S .P.
DINING � FLAGSTONE (�
SHEHEARWRWALL ABOVE
E TPATIO 0 e
SIMPSON HDU21N(2)
_ I STUDS TO FDN. Designe0 By:TB,RC
Drown By. 3C,YC
LUNOS E2 VENTI �- -- Issue Date: 08/01/2023
KITCHEN �+ ----I -- -
•E,� Revisi-
001 I
HSS 4X4X1/4 - 0 Rev# Desai Bon Date
P
v N — — _ — — — _ — ... ...
i;\ E W12X26 N A B — �
2•-0 D.
112' S-3' .7-01@' 1 S a-0' I -71/2'•
� 1 c
27'4Y I �•-0• SIMPSON HDU41N(2)
BE BIB STUDS TO FDN.
■
SIMPSON SIMPSON HDU21N(2) SIMPSON MST60 SIMPSON HDU2 3-12 X SIMPSON HHDQ71 SIMPSON HDQ8 IN 4X s ffTEa�os
HDU41N(2) 3-12 X STUDS TO FDN.ALIGN STRAP INTO TOP IN(2)STUDS TO 10-12 GLB IN 6X STUDS TO FDN STUD TO FDN.ALIGN e�oNa
STUD TO FDN. 10-12 GLB WITH STRAP ABOVE PLATES AND 4X STEEL FND WITH STRAP ABOVE.
HSS 4X4X7/4 BEAM NAILER
1 2 3 U 08/02123
STRUCTURAL•FOUNDATION•MARINE PERMIT REVIEW SET,NOT
DIVA FOR CONSTRUCTION
a 1235 EAST 4"'AVE.
n MAIN LEVEL FLOOR PLAN MAIN FLOOR:1,7725F Mc sQUARED SUITE OLYMPIA,WA,98M
(360)7w9339 MAIN LEVEL
A701 1/4•=1'-0' ® ,.«,.,. FLOOR PLAN
0' 1' 2' 4' 8'
c A101
5
CL
PLAN NOTES = i
1. SEE SHEET GOOD AND G001 FOR GENERAL PROJECT NOTES,SYMBOL Z -
LEGEND AND ABBREVIATION INFORMATION O Z d
2. ALL DIMENSIONS TO FACE OF STUD OR ROUGH OPENING AS SHOWN. Q L
3. ALL INTERIOR WALLS TO BE 2X4 U.N.O SEE DETAILS FOR ASSEMBLY FFi
NOTES. J
4. SEE SCHEDULES FOR WINDOW INFORMATION AND DOOR TYPES
5. SEE ELEVATIONS FOR SPECIFIC DIRECTION OF OPERATION AND <.J
C B D LOCATION OF WINDOWS
A302 A301 g3p2 6. ALL STAIRS AND RAILINGS TO COMPLY WITH IRC AND TO BE EQUAL + g
SPACING (� LLJ
7. SWING DOORS TO BE 3'FROM ADJACENT PERPENDICULAR WALL
SIMPSON MSTC4883 IN SIMPSON MST04883 IN U.N.O. Z
(2)STUDS TO TRUSS (2)STUDS TO TRUSS 8. ALL SMOKE DETECTORS AND CARBON MONOXIDE ALARMS PER = n.p
REFLECTED CEILING PLANS $
1 BELOW.1 KIP UPLIFT BELOW.1 KIP UPLIFT 4 5 6 9. SEE SECTIONS FOR HANDRAIL AND STAIR NOTES Q f
G 10.ALL INTERIOR DOORS TO BE SOLID CORE SLAB DOORS U.N.O.
63'-0' N W `o
t7.51? 7.51? 77-91? 13'-10' 11•-5 7(! 31d PLYWOOD SHEATHING SPAN BASIS OF DESIGN:
SIMPSON MSTC48B3 IN(2) RATED 48124 OR BETTER NAILED W/ 1. FLOORS
70'3' 123 9'-0 t? �L S47' 15-7 7? 10Qe AT 6'O.C.AT EDGES AND 17 A. TBD
STUDS TO TRUSS BELOW. 3
2.35KP UPLIFT O.C.AT FIELD SHEATHING TO LAY 2. WALLS
I I I I PERPENDICULAR TO FRAMING A. TBD N V
3. PLUMBING
1 1 1 OA 1 A. WATER CLOSETS SHALL USE NO MORE THAN 1.6 GAL PER FLUSH d'
J°L - SIMPSON MSTC48B3 IN(2)STUDS TO A 4. FIREPLACE a Q o H
EG SS A. WOOD STOVE:STW i6-0B CUBE 33'WX783/4'DX301?H
o U.C. ALIGNED TRUSS BELOW.4.2 KIP UPLIFT o
LUNGS E2 Rew P
- WALL SHEATHING TO BE
6'-2' �- - - - - - CONTINUOUS PAST
B -� - - _� - B`AH #2 D.F.4X70 ' PARAPET WALL
I I YJ T -
b Y ® I I CFM 30 Im MINI SPLIT I m
I LUNGS F?VENT e
SIMPSON MST60 IN(2) - C
STUDS TO HEADER BELOW 1Z-2' 7-9' 1'-10'I 10'-11 1? SD CO 13'-10' U 1I'-51? 2 TRUSS DIRECTIO
-"_L\ BEDROOM 2 _.___ FL R C h SIMPSON MST(SIB31N(2) �� ARpp1EGT
I HALL MF�5E5� °� LOUNGEI I sTuosroALIOrworRuss
CO SD 003 4'3 1? I 3'-9 1?- T-2' US Ea BELOW.4.2�P UPLIFT /tE
0 STATEOFWASHRO N
92 D.F.4X6 4 q I g CO 003 - 7EDINISPUT 4UTILITY/ MIN.HSPF 10 STORAGE 4 `#2 D.F.IX10 SKYL
ki
--------- -- ----_----------m HALL I - Q (L 4/ LL TRUSS DIRECTION
10
WOODSTOVE PIPE TRUSS DIRECTION d-7ller #2 D.F.4X8 / ¢ yy4y
OPEN BELOW
GIRDER TRUSS
__-___-___._._.___._._.___._ _._® A O 22-9 9 ea Q� 1.-0. #2 D.F.4X8
I z
TRUSS DIRECTION S a p m
D — — - - - — - - - I - - D Q q8=
SMPSONMSTC4W3 IN(2) I CLOSET W o.x
GIRDER TRUSS iV HALL STUDS TO ALIGNED TRUSS --_-- - -- W
J --- BELOW.42KIP UPLIFT Y N z
R251
7-2' 1'-10'7-1 t? 1'S 14'-0' 11'-0 of
,yy2 SIMPSON M5T48 pp3 005
___ _ __ IN(2)STUDS TOI
co "-"- 7 O HEADER BELOW CLOSET I MINI SPLIT
T
--------- p
MIN.HSPF 10 LUNGS F1 VENT G
006 SO H m w
bOa BEDROOM 4 o = o o
D paoF�Pa LOU E 2 CO $ Q
° NG ----� o z 8
BATH 3 $ I R Q c g
T WORKSPA E I BEDROOMS " I I I F
I Designed BY TB,RC
I I
�an LUNGS�� �� L____J DBY x,Yc
SIMPSON MST48 Issue Date: 08/01/2023
IN(2)STUDS TO O
WALL BELOW r,C. SKYLIGHT ABOVE m __ R-ts-s:
efr. i EGRESS Rev# D_Pu_ Date
I � w
EGRESS
#2 D.F.4X8 #2 D.F.4X10 D.F.4X10 SIMPSON HHD011 M BX IMPSON MST601N(2)
(STUD TO!EADER 5 DS TO WALL BELOW
Y4Y 1V-21? 5'-0' 3'-91? 4-7 t? 73'-T '7-01?
8'-10' 17-7 S-8 1? 13'-10' 11'S 1?
174r 534r 08/02/23
1 2 3 4 5 6 , STRUCTURAL•FOUNDATION•MARINE PERMIT REVIEW SET,NOT
` 1235 EAST 4'"AVE. FOR CONSTRUCnON
SUITE 101
'vtC SQUARE OLYMPIA.WA,98506
UPPER FLOOR:1,898 SF i ,.,..r.,n..,. (360)7544139
n UPPER LEVEL FLOOR PLAN UPPER LEVEL
F At02 1/4•=l'-O' FLOOR PLAN
z 0 1 Z 4 8
A102
z
CL
ROOF PLAN NOTES = Z ;Y_
1. UNVENTED ROOFS TYP. z [
2. SEE STRUCTURAL SHEETS FOR ROOF FRAMING
3. ALL ROOF COVERINGS SHALL BE CLASS A LL J Fi
4. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. n g
S. ROOF GUTTERS SHALL BE PROVIDED WITH MEANS TO PREVENT THE ACCUMULATION OF 11'1 d
LEAVES AND DEBRIS IN THE GUTTER `/ o e
6. ROOF DIAPHRAGM:'/.'PLYWOOD OR 7/16'OSB,SPAN RATED 24116 OR BETTER,NAIL WITH 8D 5
COMMON NAILS AT 6'ON CENTER EDGES AND 12'ON CENTER FIELD.SHEATHING SHALL LAY ,^ +
PERPENDICULAR TO FRAMING. V, W 53 7. BASIS OF DESIGN:
A. CARLISLE SURE-WELD TPO REINFORCED MEMBRANE 60 MIL
a. COLOR:MEDIUM BRONZE
A302 /1701 A302 V B. CEDAR FASCIA }
C. LAMILUX FE HIGH PERFORMANCE TRIPLE PANE SKYLIGHT g
a. COLOR:BLACK ,^ L)
V! LLJm�aa
12'-0'
1'-101 V-17? V E
'4 ) - - - - - — A
fl 11 PLYOR 711T OSB SHEATHING
SPAN RATED 24116 OR BETTER NAILED
Wl O.C.A FIELD H AT EDGES AND IY
— — — O.C.E FIELD SHEATHING To
IN LAY
B — — — — — — — — PERPENDICULAR TO FRAMING — B 7
Y
SKYLIGHT
O
� I � U �� flCiiISTERED
MAy� � AACNITECT
�//yEU 7-0'INCREMENTS ROM y -y+>•sM'�
ER FRAMING,INTED IN
TO ._. _ ._.___._._.-----------------------------
_._-_-_ TESSA RAYS BHPpIEY
Y I I CENTER OVER BEDS I F STATE OF WASHINGTON
_. _-�__ ._-_ ._ _ _ Ol
I I I
_ — I _ _ — — _ -- A
1
C
CONT.GUTTER TYP.
I �
WOODSTOVE PIPE Q I DECK
4 W A�J4iU DS 1 OPEN BELOW N N
14-/1'-0' �P�� F�
o ° q a3
Z_
TRUSS DIRECTION
DECK CONT.GUTTERW w
T . a
D — — - - - - D v yo0 &
fl m h u x
I I I z
LU
(-'
I (f)
SKYLIGHT LOCATED IN @ u'
I 2'-0'INCREMENTS FROM=
FRAMING,INTENTION TO Q
CENTEROVERBEDS = w m 1a
m
w Ta�ssEs x d �o
4 N I I IAf PPQG1N Ea I >� Q 5 W N
w
c� o
- -----'-- Q o e
Design d BY:TB,RC
D—BY JC,YC
Issue Date: 08/01/2023
Revisial3:
Rev# Desaipbw Date
� I I
I E Ps o
3'-101/2' 8'-i V2' y
12'47' L 57-V s
65'-0' 220194 0 +vN
t,#TONAL aA
1 2 3 4 I l 08/02/23
1 I STRUCTURAL•FOUNDATION•MARINE PERMIT REVIEW SET,N
1235 EAST 4^AVE. FOR CONSTRUCTION
t=� SUITE 1o1
MC SQUARED OLYMPIA,WA,98506
ROOF PLAN (350)764-9339
ROOF PLAN
R
x 0' 1 2 , a' 8'
A190
LD
� z �
ELEVATION NOTES Q
J
1. SEE FLOOR PLANS FOR ADDITIONAL NOTES.
2. SEE ROOF PLAN FOR ROOFING BASIS OF DESIGN V
3. EXTERIOR SIDING BASIS OF DESIGN ,� o
A SIDING TYPE 1(TYP):
a. HARDIE PANEL SMOOTH PRIMED WITH 26.G (� LU
PREFORMED METAL REGLET TRIM PER PLAN
b. PAINT:SHERWIN WILLIAMS SW 7406 ANONYMOUS IX j
B. SIDING TYPE 2(TYP): = o}
a. HARDIE LAP 7114'(6-REVEAL)SMOOTH PRIMED 2g
b. PAINT:SHERWIN WILLIAMS SW 7069 IRON ORE Q
C. BIDING TYPE 3(TYP): I^ L,
1X4 T&G STAINED TK CEDAR V J LU o
WOODSTOVE PIPE, D. SOFFITS
PAINT BLACK TYP. ,X4 T&G RAW TK CEDAR �_ m
• W X 4'SKYLKiHTS, ~ = 3
CENTER OVER BEDS SIDING TYPE 2 SIDING TYPE 3 IX U E;
LUNOS VENT A910 Q Q `w H
o B
SIDING TYPE TOW 2nd Floor $g
--- 20'-6 1/2-
1/2' V e#
LUNOS E2 VENT
3
O O O B
EGRESS ARCHITECT
CT
\ \ / ARCMRhhEyyCT
TESSA RAPE BRgDlE1'
SIDING TYPE 1 STATE OF WASHINGTON
UPPER FLOOR I'�
--------- 11•-6 1/2•LI 6"D1-2
T.O.W.
A Main
1
"Min
I
WALL MOUNTED EXTERIOR I I � STEEL BEAM PER PLAN - -
-----
DOWNLIGHTINGFIXTURE fl
-- - HSS COLUMN PER PLAN
I4l, SIDING TYPE,
® O
TEMP.
HOSE BIB
--- -- ----------------- �. F.L.Main
------ 0'-0•
---- ----- —' Ground o m_0.--8' z
n NORTH
p NO V
Ago, 1/4•=1'-0' m S w w
0• r r 4• e• U 4 d x
w
z
w
WOODSTOVE PIPE, (—
PAINT BLACK TYP. 4'X 4'SKYLIGHT, 0
SIDING TYPE 2 SIDING TYPE 3 CENTER OVER BEDS
LL p
= b m m ry
_T_O.W_2nd Flo2L//�� a- 4 t z
201-6 1/�1 < w s w
g �a
FEGQ o
. Des-ed BY:TB,RC
/ EGRESS BLACK METAL ACCENT SIDINGDrawnBy. JC,YC
Issue Date: 08/01/2023
Revisions:
Rev# Desaiptim Date
UPPER FLOOR
11 6 3F
T.O.W.Main A-,
10'-0''7w
LUNOS E2 VENT —
OUTDO
HRV
.
IE7L,li
SIDING TYPE I
TEMP x4 STAINED TK CEDAR SCREEN BET'.vEENL PARKING AND COVERED PATIO HOSE BIBPERMR REVIEW SET,NOT
FOR CONSTRUCTION
-_ r! I:..:, ^I I. '._.._I ;: I i I : .. — -_ EXTERIOR
_ F.L.Main
0' 0'
Ground
HOSE BIB ELEVATIONS
x
n SOUTH A201
a
Ago, 1/4'=1'-U' ® t�
o• r r 4• a'
^ Ln
�R
IJ
ELEVATION NOTES ::D z
z
SEE SHEET A201 FOR NOTES IN COMMON O z
�y Q
LL J ry g
L
I^ + a
LUNOS E2 VENT WOODSTOVE PIPE, v, W c_'
PAINT BLACK TYP. g
Z o
1/4'1 T-0'
u
— —
T.O.W.2nd Floor Lu s
-------- — 20'-6-
- a
9 LUNOS E2 VENT u F t
O, —WELDED METAL RAILING- - —
BLACK ACCENT SIDING / BEYOND AT 42'A.F.F. - CO D
TEMP.
SIDING TYPE 2
` 8
UPPER FLOOR n N$
11'-6 1/2" V
T.O_W.Main
�� flCi31STERED
ARC1111ECT
TESSA RAPE BRAtlIEY
O. STATE OF WASHINGTON
SIDING TYPE 1 /
/ 8-07-
HOSE BIB HOSE BIB
F.L.Main
I f _..Foundation..
I I ...-.ill .L. I I L.. III ..I I ;. �... III 111 ..!.�- .....:_.I. I_
n EAST
A202 1/4•=1'-0"
O' 1' 2, 4. 6. 3
s
WOODSTOV
om
�n
�a m
z
PAINTB AC PIPE,
PAINT BLACK TVP. Q7 w0 w
SIDING TYPE Q w O
LUNOS VENT N e N a x
LL
_.._- z
........... .... :.: .._ ..........
............................ T.O.W.2nd Floorji� LU
-.. ............. .. ..... :...-......_..._......_..__... — 20'-6 F Y)
F—
. TEMP. _
w
O _. .............^
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w w
�. ® :.:......................::::::.........:::...................... =- —' '----- Od f
__._.._ a_ o
Q .�o.
z
5 �M
Q
_UPPER FLOOR Il
11'-6 11/2" 7 Designed By:TB,RC
T.O.W.Main Drawn By. TC,YC
10'-0'
Issue Date: 08/01/2023
LUNOS E2 VENT R—ims:
ORev# OescnDOon Dale
SIDING TYPE 1
HOSE BIB
F.L.Main
0'-0'
(2)WEST FOR PE REVIEW SET,NOT
FOR CONSTRUCTION
o' 1' 2' 4' s' EXTERIOR
ELEVATIONS
c A202
i
C B D
A302 A301 A302R-42 BLOWN IN EE
LULOSE
INSULATION TO COMPLETELY
IO PLE ELY 1.L LD 3
FILL CAVITY
NOTE: 4'X 4•SKYLIGHT, m
Z ROOF MUST BE R RAY CLOSED CELL CENTER OVER
DRYSWEIJITF IN SPRAY
FOAM(1 Pam) BEDS Z
_. .. _. _ ... _., -. SECTION GNOTES
DN a -
_T.O.W.2nd Elm Il J
A WHERE APPLICABLE&8'GB AT USABLE SPACE UNDER N=
20
-61/2" STAIRS f r1 d
LUNOSIVENT B. SPACING BETWEEN RAILING TO BE SUCH THAT A4' S"'J o
SPHERE CANNOT PASS THROUGH.
( C. GUARD RAILS SHALL BE 42'HIGH(36'MINIMUM PER CODE). I^ +
UTILITY/ PROVIDE WHERE OPEN SIDE IS MORE THAN 30'ABOVE y, w
KITCHEN FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36' =5
CEILING GRILLE HALL STORAG BEDROOM HORIZONTAL TO THE EDGE OF THE OPEN SIDE z nB
WATER LOW 42'WALL AT EXTERIOR DECK D. THE TOP HANDRAILS AND HANDRAIL EXTENSIONS SHALL o j
NOT BE PLACED LESS THAN 34'OR MORE THAN 38'ABOVE $
HEATER LANDINGS AND THE NOSING OF TREADS.AT THE STAIRS AT ~
NOTE: —� LEAST ONE HANDRAIL SHALL EXTEND IN THE DIRECTION '�5 U "C
3-0 ACH AT 50 Pa OF THE STAIR RUN. V J LLJ S
OR DECK E. PROVIDEMINIMUM OF ONE CONTINUOUS HANDRAIL ON1/4_1-0 — F SI ESWAYS WITH 40R MORE RISERS AND AT ALL OPENWALL ASSEMBLY -- _ _ ` UPPER LO_OR
a g
MIN.R-21.TVPLAA' ` i , `i�� i i' ` , ...,7 11•-61/L- 2. SEE SHEET A707 FOR WALL TYPES ~ _
T.O.W.Main 3. EEARCAHIT PENETRATIONS
DETAILS FOR FLASHING OF WALL �y V g
I , — 1D•-� LL r i6
6-314 X 24 GLB OR Q Q m H
3'-T 5 BEAM PER PLAN (4)1d/4 X24 LVL 9
GARAGE 8t8ta]¢
ENTRY -
a
FIRE WO g� ------,CEDAR SCREEN
OD � 1 -_ _
STORAGE UNDER �A50,
STAIRS a � HB
EL- \\
ECTRICAL PANEL 11162 RC-0ISTERED
GYP SOFFIT AT
STAIRS -__ - ...... --------- -----_......___._ _ _. F.L.OMao P3ICHITECi
_.
I I h�
TYPICAL FLOOR o I I -. TESSA I1AYE BRµ�LEY
4'CONCRETE SLAB ON GRADE FLOOR WITH#4'S AT FOUndBflOn BTATE OF WASWNGTON
16.O.C.EACH WAY AND CENTERED IN SLAB 8 01-2
FOOTING ON EDGE —
6 MIL VAPOR BARRIER GARAGE FLOOR
(SEALED FOR AIR AND RADON CONTROL)
ON T RIGID FOAM(R21 MIN) ON
4'MIN COMPACTED CRUSHED STONE(RADON W5 AT 16'O.0 EACH WAy�gNpW WITH
CAPTURE LAYER) CENTERED IN SLAB
OVER 6 MIL VAPOR BARRIER OVER
GRAVEL OR CRUSHED ROCK
n SECTION A
A307 1/a'=1'-O"
a 1 z a• s•
3
om
WOOD STOVE
PIPE,PAINT
BLACK.TYP. 3
2
R42 BLOWN IN CELLULOSE z G z IQ
TO COMPLETELY 2
4 FILL CAVITY A m
NOTE: S W O
A502 Q w J O
A502 A307
ROOF MUST BE R-78:3'CLOSED CELL
CONSTRUCTED IN SPRAY FOAM(I PERM U N W.x
DRY WEATHER MAX) LI..I
T_O.Roof Ll Z
T- 2Z-00"" 1 LU
_—. -- T.O.W.2nd Floor A--\777
F-
--- — — 20'-6 1/2'\1
CO
LUNGS VENT BEYOND -- _._.
N�N N
BEDROOM 3 HALL LOUNGE 1 = w m m N
o a
a1E
NOTE: W
3.0 ACH AT 50 Pa Q p p
UPPER I_
11•--61/ Designetl BY:TB,RC
BEAM PER PLAN - IDS — — — _ T.O.W.M81n D—BY 3C,YC
LUNGS VENT BEYOND _ 1�' Issue Date: 08/01/2023
COLUMN PER PLAN
�� ..... ..-. ...... i Rev4ims:
COVERED Rev# Description Date
GRAVE 6
COVERED COURTYARD PARKING
G AW2
• III' FLAGSTONE
OPEN TO ABOVE j
4"CEDAR SCREEN
I
l
1 _
I Ds 1Ic;HIuvLo,TAP
-- — `— - ..� - - - — F=L�M80
......—"-_ Foundation
11 ),I.J. lII II,I III 1�R. I1�1 ► �r.....I�� I��.....��� ���......Jl.). It_��It.- - - - - - - - =p-s• �
—III—)I I. I I-1 l�I I I—I I I'I I I—III— I I— I —� I—I'. _.:..I I i l 1_ I— ��.� �......_ �._... I PERMIT FOR C REVIEW NOT
CONSTRUCTION
BUILDING
n SECTION B sEcrloNs
A307 1/4"=V-0"
- - A3 01
(rrz a s
z A
— -
z
O z
R42 BLOWN IN CELLULOSE
NOTE: WSULATION TO COMPLETELY A301 J FF
ROOF MUST BE FILL CAVITY
CONSTRUCTEDIN R-t8:3-CLOSED CELL V 2
DRY WEATHER SPRAY FOAM(1 PERM +
MAX) W c
_ z
T.O.W.2nt1 Floor
eZD•-s,/
BUILT-IN DESK - v, W m
• HALL HALL BATH ~ g
WORK SPACE
U
NOTE
o�
3.0 ACH AT 50 Pa _
UPPER FLOOR
I �/�� n •� — 11'-81/�
T.O.W.Mam
LUNOS E2 VENT
---- ---- - ENCLOSED WOODSTOVE \
_ FIREPLACE UNIT
11152 IE06TEFIED
!i LIVING CEDAR TONGUE AND ACT
II GROOVE SOFFIT,TYP.
H �a
F CEILING GRILLE TESSA RA�IpelDttT
STATE OF WASHINGTON
.._I: _fl... D._D.
.
Foundation n
n SECTION C
A302 1/4•-1'-0• ---
0' 1' 2• 4' 8'
om
w�
A301 pN y2 1; 2
R42 BLOWN IN CELLULOSE m < W A W
O
INSULATION TO COMPLETELY
NOTE. FILL CAVITY t<
i
ROOF MUST BE R-18:3-CLOSED CELL x
CONSTRUCTEDIN SPRAY FOAM(1 PERM U-I
DRY WEATHER MAX)
Z
LU
��' ` T.O.W.2nd Floor_^
20'-6 112�
� o
`GUARDRAILAT ......_.._... Q w
/ COURTYARD BELOW a m w
LOUNGE2 7 / PER IRC CODE CLOSE = c o f
V// BEDROOM 1 Q
w g m rn
CD z
M4g; - — —
Q o n �
3.0 ACH AT 80 Pa
UPPE_R FLOOR Designed BY:TB,RC
,1'-61/2" Dawn BY. IC•YC
T.O.W.Main
10,-0 Issue Date: 08/01/2023
SIMPSON HGU6.62-SDS �� Rev'sipns:
8 Reva Description Date
A502
634 X 24 GLIB OR
• (4)1-314 X24 LVL GARAGE CEDAR TONGUE AND
HOSE BIB—1 GROOVE SOFFIT,TYP.
i
F.L.Main
0 ..'
77
((.. _1'-s� PERMIT REVIEW SET,NOT
_�����I I. FOR CONSTRUCTION
n SECTION D
A302 ,/4^=1'-0" --- - _ - -_ BUILDING
i
SECTIONS
„ o• r z• � a• s•
A302
cl- Lo g
GENERAL DOOR NOTES = z
z
1. INTERIOR DOOR MANUFACTURER/STYLE:CLIENT TO COORDINATE WITH GC O z
2. ALL HARDWARE FINISHES TO MATCH THROUGHOUT,OWNER TO
COORDINATE WITH GC N a
3. EXTERIOR DOOR ASSEMBLIES SHALL BE SOLID CORE WOOD HAVING STILES LLB
AND RAILS NOT LESS THEN 1-114'THICK OR MINIMUM 20 MINUTES FIRE
RESISTANCE RATING WHEN TESTED ACCORDING TO ASTM E 20741 NFPA 252 V
4. BASIS OF DESIGN +
A. a. SO
DOOR
SOLID CORE WOOD CLEAR NATURAL STAINED FIR •A W
B. GLASS SLIDING DOORS AT DECKS AND COURTYARD V
a. TBD Z
C. INTERIOR DOORS = N
' a. AS SELECTED BY OWNER,TYP.
D. GARAGE DOOR
DOOR SCHEDULE a. CLOP
LAY DOOR MODERN STEEL SERIES MODEL 9208 FLUSH STEEL ,^ W _C
CHARCOAL FINISH V I
• r-r 8'-0' 16-0' Big l �,�, Li
yl�7ly
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Designed By:TB,RC
Drawn By 3C,YC
Issue Date: 08/01/2023
Revisions:
Rev# Desaipaon Date
PERMIT REVIEW SET,NOT
FOR CONSTRUCTION
DOOR
SCHEDULE
S
A500
• 9
08/02/23 Z Yqg€q
0 Z5
,� STRUCTURAL•FOUNDATION•MARINE ^/ Q LL
e=_n 1235 EAST 4TM AVE. LL J n
SUITE 101 LD �-
MC�SQUARE OLYMPIA,WA,98506
,.. w (360)754-B39B + y
11J a@i5
,/P DIA.WELDED STUDS AT 4X WOOD NAILER RIPPED TO Z i
24'O.C.NUT MAY BE MATCH FLANGE WIDTH r j
RECESSED INTO 4X NAILER = g
TOP FLANGE OF STEEL BEAM F..
v, Lu a
SHEARWALL ROUG"DOOR SMEARWALL WINDOW ROUGH OPENING SHEARWALL ~
NAIL PER PLANS OPENING NAIL PER PLANS CRIPPLE STUDS NAIL PER PLANS
ZX DBL TOP PLATE
LAP JOINTS 4FT MIN Q Q n le
HEADER HEADER =
2x TRIMMER 2x TRIMMER—� Q 4X NAILER RIPPED
K NAIL TO KING STUD W/108a NAIL TO KING STUD W/1005 TO MATCH BEAM 2
1 O TO MATCH SHEAR WALL EDGE TO MATCH SHEAR WALL EDGE FLANGE
OD NAILINGPATTERNS(TYPICAL) NAILING PATTERNS(TYPICAL) Q (2)Ri STIFFENER PLATES n WOOD NAILER DETAIL
5o m EACH SIDE OF BEAM
O KING STUD AS REQUIRED O 17152
s O BY SHEAR WALL EDGE NAILING O flEi31STEflED
j u KING STUD PATTERNS(TYPICAL) = SILL PLATE -—- I ARCHITECT
T
STUDS (3)NS 114 I 1 TESSA MYE BRµftEV
8 CRIPPLE STUDS FS 1/4 STATE OF WASH NGTON
SIDES
' HOEDOWN I 9'J1-23
OPTIONAL PER FLOOR PLAN I 1 R 3/4 MATCH WIDTH OF BEAM SAW CUT SLAB 1%'DEEP #4's @ ifi•O.C.EACH WAY
HOLDOWN 8 FILL W/FLEXIBLE &CENTERED IN SLAB
LOCATIONS EPDXY OR'ZIP STRIP 1'CONCRETE SLAB
`a• PT SILL PLATE (2)3/4"DIA.A325N BOLTS It1l
3" I a VISQUEEN UNDER SLAB
y I I
_ t HSS COLUMN PER PUW 6"EPS STRUCTURAL
RIGID INSULATION
I I COMPACTED
1 I CRUSHED STONE
COUNTERSINK HOLES IN 2x ONLY FOR J WALL SHEATHING SHALL ANCHOR BOLTS J 8•STEMWALL I _
HOLDOWN BOLTS BE EDGE NAILED INTO KING STUD SEE PLAN FOR SIZE AND SPACING I—III—III—III—III I I—
16"X B"FOOTING
3
SHEARWALL ELEVATION STEEL BEAM TO HSS COLUMN FOUNDATION CRACK CONTROL
ASo1 1/2•_1'-0• Aso, ,,/2•=1'-0 A50, ,•=1'-0• N o 3 j
Z _
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SIMPSON STRAP
SEE PLANS FOR W
SIZE&LOCATION
SOLE PLATE
OPTION: W
SIMPSON HOLDOWN 13',6"DIA.TYP
SEE PLANS FOR FLOOR SHEATHING ,1I2" 1 1IT U) w
SIZE AND LOCATION HOLDOWN PER PLIW 2x STUDS 2x STUDS ~ ul
OPENING ENGINEERED TIT O ANCHOR BOLTS AT 48' SHEATHING VI
o
TRUSSES BEYOND O.C.U.N.O. WRB HSS PER PLAN SHEATHING Q m
HOEDOWN PER PLAN w m
WRB = m n
P.T.2z PLATE DRAINAGE o o C P 3/8'X 10•X 10• 1P2"0 ANCHOR BOLTS AT 48• 'L. p JO
GASKET AT MUDSILL MAT O.C.U.N.O. DRAINAGE D-
SIDING PER PLAN P.T.2x PLATE MAT Q w U
KEYWAY HSS COLUMN PER ENGINEER (D 3 $ N
• I GASKETATMUDSILL Q ..
FLASHING
KEYWAY SIDING PER PLAN O e
4•CONC.SLAB CONCRETE SLAB AT Desgmd BY:TB,RC
TYP RIM JOIST I SOME LOCA7,ONS- FLASHING
#4's AT,6.O.C.E.W.& SEE PLANS Dwen BY. lC,YC
CENTERED IN SLAB -SLOPE 2% 4•CONC.SLAB Issue Date: 08/01/2023
•AWAYTYP. r Re,,—
DEL TOP PLATE 6MIL VAPOR BARRIER 'I I•. a 4: W's AT,6'O.C.E.W.& CONCRETE SLAB
DBL BLOCKING NEXT MIN.R10 RIGID = - CENTERED IN SLAB � '• — ——- SOME LOCATIONS- Rev# Desaipb- Dale
TO RIM JOIST Q INSULATION I III—III—III - SEE PLANS
STRAP LOCATIONS 6"COMPACTED 2)#4 CONT.®TO 'SHEAR WALL s: I T 6MIL VAPOR BARRIER - e
SHEATHING e•Fey: III—I I—
a SEE PLAN CRUSHED ROCK ':?n_: 3/8"X,0"X,0"-I I MIN.RIO RIGID SLOPE 2%
4)3/4"DIA ABS OR INSULATION I—III —I AWAY TYP.
_ IMPSON TITEN HD'S W/6' 6"COMPACTED III—III 5 _—III— (2)#4 CONT.(�TOP
FOR MINIMUM STUD t III—III -S� �t MIN.EMBEDMENT—I I CRUSHED ROCK _
REOUIREMENTS #4 VERT.(dy 32"O.C.
SEE PLAN ALTERNATE TAILS l k.a,a-f —III III—III ••.
SHEAR WALL SHEATHING I —III I ,.�I•. •.. F°„( PERFORATED FOOTING I
SEE PLAN (2)#4 CONT.W/24• )(' - J�\S-.v�,. DRAIN TYP. #4 VERT.(off 3T O.C. s PERFORATED FOOTING
a WALL FRAMING MIN.LAP SPLICES _ _c'-:f�... DRAIN TYP.
] ALTERNATE TAILS I—III— .��+`.8.
(2)#4 CONT.W/24• :.
I - •. F MIN.LAP SPLICES •"'. w III
I I—III— 14 118'—I I—I 11'$-I lal—I I—I 1 I—I I III I I �:' •• �•�• I I-I
4' 8" 4• PERMIT REVIEW SET,NOT
FOR CONSTRUCTION
n HOLDDOWNS AT FLOOR FRAMING n FOUNDATION HSS COLUMNS n FOUNDATION-SLAB EDGE WITH STEMWALL FOOTING
BUILDING
DETAILS
x
x
A501
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2201190 O z
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FLOOR SHEATHING 08/OZ/Z3 +
MANUFACTURED STRUCTURAL•FOUNDATION•MARINE v' W
TRUSSES PER PUN
1235 EAST 4"'AVE. 8
SUITE 101
MC SQUARE OLVMPIA,WA,98W8
TPO ROOFING MEMBRANE r"r 1.o n.c..-I (360175h9339
t/) w aa
ROOF SHEATHING
• 8'WIDE TPO PRESSURE-SENSITN/E COVER TPO ROOFING MEMBRANE
3
STRIP IN CONJUNCTION WITH TPO PRIMER TYP /y
TRUSSES PER MFR U SEE PLANS
ROOF SHEATHING LV
8'WIDE TPO PRESSURE-SENSITFVE COVER Q a y H
STRIP IN CONJUNCTION WITH TPO PRIMER,TYP g
____ TRUSSES PER MFR,SEE PUNS �\ 9
SIMPSON A 35 CLIP EDGE NAIL �j\\•/) g
R-18:7 CLOSED CELL SPRAY FOAM(1 PERM MAX)
DO[ OP ;xk { ip — _______ R-18:3'CLOSED CELL SPRAY FOAM(1 PERM MA)O 7
PLATE —
WALL PER PLAN EDGE NAIL
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10 PRE PRIMED 1 e r
CEDAR FASCIA,
I
2X FASCIA FILLER 1 TESBA
I 10 PRE PRIMED SPATE OFNN911SID11
TRUSS AT INTERIOR WALL CEDAR FASCIA TYP
TRUSS BLOCKING 1 2X FASCIA FILLER
I
A502 1 1/2"=1-0- R42 BLOWN IN CELLULOSE
INSULATION TO COMPLETELY
FILL CAVITY TRUSS BLOCKING
SIMPSON H1,H2.5A OR SDWC15M INS BLOWN IN CELLULOSE
SCREWS EACH TRUSS INS BLOWN
TO COMPLETELY FILL
CAVITY
SIMPSON A-35 AT 48'O.C.
SIMPSON H1,H2.5A OR SDWC156M
CONTINUOUS DOUBLE SCREWS EACH TRUSS
TOP PLATE
2X STUD SIMPSON A-35 AT 48'O.C.
SIDING SEE PLAN
BOTTOM PLATE DRAINAGE MAT EDGE NAIL
CONTINUOUS DOUBLE
WRB TOP PLATE 0 m
SHEATHING SIDING SEE PUN w
MFR.FLOOR TRUSSES PER ENGINEER m
m
EDGE NAIL DRAINAGE MAT Z m a 3
z
TK CEDAR T&G WRB y0 V
SHEATHING Q
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A502 11/2-=1'-0'-- - --- \�SV 3"=1'-0" A502 3-=1•-0- - - -
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TRUSS PER MANUFACTURER (D S J
C U.P.
8ds @ 4'O.C. LSC OR SIMILAR NOTE:ALL STRAPS TO SOLE LATE Q e ti
HAVE HOLES FILLED
WITH NAILS
Zned By.TB,RC
By: JC,YC
ROOF SHEATHING EDGE NAIL SHEATHING I' FLOOR TRUSSES PER Issue Date: 08Ol/ /2023
SEE PLAN TRUSS MANUFACTURER
Revisions:
SHEATHED TRUSS W/ Rev it Description Dale
VENT HOLES AS REO'D NOTE:SEE FLOOR PLAN FOR ADD'.STAIR NOTES I:
BY CODE.OR GABLE
END TRUSS 1�0� TOP PLATES
.l:
SIMPSON A35 SIB'TYPE X GYP B 'I'
CLIPS @ 24-O.C. D HEADER PER PLAN
9'2 OF 2x12 STAIR STRINGER '1'
' EDGE NAIL a 12'O.C.
WALL BEYOND ^ :I:
SIMPSON A35 ONE SIDE
OF EACH STRINGER SIMPSON LSTA18 STRAP SIMPSON LSTA18 STRAP
CONT.DBL TOP PLATE HEADER TO TRIMMER
FLOOR PER PLAN (2)1HO x 3-1/7 HILTI HEADER 70 TRIMMER
SHEARWALL PER PLAN KWIKCONN N SCREWS
PERMIT REVIEW SET,NOT
' .y_.• OPENING WRAP STRAP UNDER HEADER 3' FOR CONSTRUCTION
.A r•.�:`..� MIN.
Roof-Truss & Roof to
s Shearwall clips 24" O.C. FRAMING -STAIR , STRAP TO HEADER CONNECTION BUIDING
D TAI S
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GENERAL WINDOW NOTES _�� ?
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A510 1. SEE ELEVATIONS AND DETAILS FOR TYPICAL WINDOW INFORMATION O = q
2. EGRESS WINDOW PER MASON COUNTY BUILDING CODE: 5
6'-6i' 4.1 S-0' A EGRESS WINDOW(OR DOOR)TO BE LOCATED IN EVERY ROOM USED FOR SLEEPING ON ANY FLOOR AND IN �y ` V
BASEMENTS WITH HABITABLE SPACES y� J
8. MAX SILL HEIGHT:44' N S
C. MIN OPENING WIDTH:20' d
D. MIN OPENING HEIGHT:24" o
H H E. MIN NETCLEAROPENING=5.TSF MIN +
2 § § F. MIN NET CLEAR OPENING AT WINDOWS WITHIN 44'OF EXT.GRADE=5 SF MIN
A51O 3. THE FOLLOWING GLAZING SHALL BE TEMPERED y LU
A GLAZING IN INGRESS AND EGRESS DOORS
B. GLAZING IN SHOWER AND BATHTUB DOORS
4 4. ALL WINDOWS TO HAVE U-VALUE OF LESS THAN OR EQUAL TO(0.30) = jg
14 Tq 5. SIGN:ALL OPERABLE WINDOWS TO HAVE BUG SCREENS C— mE
6. BASIS OF DE
2 tt A e INDOWS V A^
L11PNOT WINDOWS IDEAL 4000 DOUBLE PANE v/ L✓V
FINISHED FLOOR A6,0 B. SKYLIGHT
LEVEL - e. LAMILUX GLASS SKYLIGHT FE _
FIXED CASEMENT FIXED FIXED FIXED FIXED = 3
GLAZING REQUIREMENTS
OA O cl) OD O O 1. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLASS(2406.4) Li I
A GLAZING IN DOORS E
Uv_u LILO-2 UVALUE:0.2, U VALUE:021 UVALUE:0.2 UVALUE:0.21 UVALUE:0.27 B. GLAZING ADJACENT TO DOORS a m
SHGC:0.65 SHGC:0.65 SHGC:0.65 SHGC:0.65 SHGC:0.65 SHGC:0.65 C. GLAZING IN WINDOWS
a. WITH AN AREA GREATER THAN 9 SOFT z`j
b. WITH A BOTTOM EDGE LESS THAN 18'ABOVE FFL s i
0. WITH ATOP EDGE GREATER THAN 36'ABOVE FFL 7E
d. ONE OR MORE WALKING SURFACES ARE WITHIN 36'HORZ OF THE PLANE OF THE GLAZING
2, GLAZING IN GUARDS AND TAILINGS REGARDLESS OF HEIGHT ABOVE THE WALKING SURFACE,INCLUDED ARE $
STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS 2
3. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS,HOT TUBS AND SPAS
WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT
A THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 601N ABOVE THE WALKING SURFACE
TYPICAL HEAD FLASHING B. THE GLAZING IS THIN 60-IN OF THE WATERS EDGE
4. GLAZING ADJACENT TWO STAIRWAYS,LANDINGS AND RAMPS WITHIN 36-IN HORZ OF WALKING SURFACE AND
LESS THAN 604N ABOVE THE WALKING SURFACE. 1
5. GLAZING ADJACENT STAIRWAYS WITHIN 6D.IN HORZ OF BOTTOM TREAD OF STAIRWAY AND EXPOSED SURFACE ARCHfECf
_......._._ IS LESS THAN 60-IN ABOVE NOSE TREAD
6. GLAZING IS WITHIN 40'OF A LOCKING DEVICE OF THE DOOR
TESSAMYE
SPATE OFMIABHNGTON
8-01-23
WINDOW 1 a,TRIM,TYP.
PER PLAN
nTYPICAL WINDOW TRIM
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at
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WINDOW FRAME Q 3O
WINDOW PAN FLASHING
Designed By:TB,RC
SILL&
Drawn By. JC,YC
� CASING Issue Date: 08/01/2023
PER PLANS
/a Revisions:
GWB J Rev# Desc plbn Dale
4 WINDOW JAMB WINDOW HEAD AND SILL
2 TYPICAL WINDOW
PERMIT REVIEW SET,NOT
FOR CONSTRUCTION
WINDOW
€ SCHEDULE
s
A510
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