HomeMy WebLinkAboutBLD2003-00159 .0 BUILDING PERMIT APPL•ATION MLLAO3 00122
Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD03-00159 Received Date: 3/11/2003
SITE ADDRESS: 127 1ST ST
PORT HADLOCK, 98339
OWNER: KITSAP COUNTY CONSOLIDATED PHONE:
HOUSING AUTHORITY
9307 BAYSHORE DR NW
SILVERDALE WA 98383
SUBDIVISION: IRONDALE HEIGHTS LONG PLAT Block: Lot: 3
PARCEL NUMBER: 962900003 Section: 2 Township: 29 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: STEVE GREENWOOD PHONE: (360)710-9078
KCCHA
9307 BAYSHORE DR
PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,204
VALUATION 65,400.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 1979 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: 320 SHORELINE:
CONST TYPE: DECK: 80 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: 3 Prop: 2 Seismic Streams
Total: 3 Total: 2 Flood Way Floodplain
Routing Date: F&W Landslide
4)/3/
03 Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: Approved/Dated
(PPP V
Total:
APR 302003
Jefferson County Planning
/77 & B ]ding Department
�X
• BUILDING PERMIT •
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD03-00159 Received Date 03/11/2003
SITE ADDRESS: 127 1ST ST Issue Date 04/30/2003
PORT HADLOCK, 98339
APPLICANT: DEANNE M KROULIK PHONE:
809 GAINES ST#10
PORT TOWNSEND WA 98368
SUBDIVISION: IRONDALE HEIGHTS LONG PLAT Block: Lot: 3
PARCEL NUMBER: 962900003 Section: 2 Township: 29 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE
REQUIRED INSPECTIONS:
[ ] SETBACKS /Footings: 0 li/¢B03
[ ] Foundation: O k 4/ 63 e#
[ ] Underground Plumbing/Underground Insulation: ,
[ ] Shear Wall:
[ Framing/Plumbingd-
] L / 2 -(98--C!)
1 1 Propane Tank/Lines:
[ ] Insulation: WAut t 1-fs-D3
1 1 SheetrocK C-11-i(Y 1P'.)
1 1 Septic System Final Approval:
[ ] Zoning Final Approval:
Final/Occupancy Approval: I 1 O
ci
HEALT DEPA T ENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS P MIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
SPECIAL CONDITIONS APPLY-SEE REVERSE
HOT LINE AVAILABLE 24 HOURS A DAY
• •
SPECIAL CONDITIONS FOR CASE BLD03-00159
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on 3/21/03 for the potential presence of Environmentally Sensitive
Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an
initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property:
Stormwater and Aquifer Recharge Area.
2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological
formations that allow percolation of the surface water into the soils and the underlying
zone of saturation. Aquifers are geologic formations that contain sufficient saturated
permeable material to yield significant quantities of water to wells and springs. Aquifers
serve as the source of drinking water within most of the rural portions of Jefferson County.
3.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special
Aquifer Recharge Protection Areas and the following land uses located within Susceptible
Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural
Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All
Rural Residential Land Uses with nonconforming uses that would otherwise require a
Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential
Developments (6) Unsewered residential development with gross densities greater than
one unit per acre. All of the above listed uses shall be subject to the applicable
requirements and standards of the Jefferson County Unified Development Code.
4.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water
quality degradation. The submitted proposal does not require additional aquifer
protection measures. However, during construction the project shall follow the Best
Management Practices (BMPs) and facility design standards as identified and defined in
the Stormwater Management Manual for the Puget Sound Basin (see attached).
5.) The applicant is proposing to create or add 2,548 square feet of impervious surface.
Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that
your proposal submit a Small Parcel Sedimentation and Erosion Control Plan.
6.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater,
erosion and sediment during construction. BMPs shall address permanent measures to
stabilize soil exposed during construction, and in the design and operation of stormwater
and drainage control systems.
7.) A Small Parcel Sedimentation and Erosion Control Plan has been submitted and
approved by the Department of Community Development. Once the subject permit has
been issued the applicant shall fully implement the provisions of the submitted plan and
contact the Jefferson County Department of Community Development to arrange a
schedule to inspect the property for plan compliance. A Certificate of Occupancy will not
be issued until the Department verifies plan compliance. No clearing for roadways or
utilities shall occur on the project site until clearing necessary for the installation of
temporary sedimentation and erosion control measures have been completed.
8.) The site plan as submitted with the building application on 3/11/03 has been reviewed for
consistency under the UDC, and has been approved by Jefferson County Department of
Community Development. Any modifications, changes, and/or additions to the stamped,
approved site plan dated 4/16/03 shall be resubmitted for review and approval by
Jefferson County Department of Community Development.
9.) This approval is for a Single Family Dwelling and Attached Garage only. Any future
permits on this site are subject to review for consistency with applicable codes and
ordinances and does not preclude review and conditions which may be placed on future
permits.
10.) The applicant has applied for a Road Approach Permit with the Jefferson County Dept. of
Public Works filed under RAP03-00059.
11.) The building height is not to exceed 35 feet.
12.) First Street and Spruce Street are classified as local access roads and thus require a
minimum 20-foot setback. The side lot lines require a minimum 5-foot setback. Setbacks
shall be measured perpendicularly from the lot lines to the proposed development.
13.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by the amount of
impervious surface which includes roof tops, driveways, concrete, etc.
is\F_BLD_Permit_Buildng.rpt 10/29/1999
i ; BLD O. /5 9 12 7 /S±S+-
1.
Jefferson County Department of Clammily Development
sorir e.
i`i 0 021 Sheridan Street,Port Townsend WA 98368[36D1370-4450
/* -, 2 MA r 1 1 ll : o
T 41
per M(IA A - 0 0
pp_ o,,aioon
,_...,
Project Description:
Bui a.e: Project Type: F . . Type:
Sin.le Famil ew Wood
Garage Attached/Detached Addition Steel
Modular Alteration/Remodel Concrete
Commercial Repair Masonry
Multi-family/#of Units Demolition Other
Industrial
Other
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing Existing. Se Community System ectticil Oil
Proposed: 2. Proposed: 3 dividu�l Syst Woodstove Propane
Total Z Total If not sewer,fill out the f wing: Heat Pump
Conventional Altema' e Other
Permit# SEP
Water Supply: m L .
Private well Two Party Well Public:Name of water syste
Square Footage: For Office Use Only
n
Main Floor )2 ell 7 2S s% Ii 12- Consistency Review Y • 042
2ND Floor Base fee 9/& • 7S
r
3 l Floor Plan Check fee `j 9 S. (99
Htd Basement State Surcharge fee /' 50
Unhtd Basement u [/ Subtotal / 5 C 7 /V
Garage/Carport 320 7 J c /�, 7 0 Pot Water Review fee F(, W
Decks Sty ,i ( S' (v 911/Rd Approach fee / 7'�r/ no —
Commercial i Z TOTAL / 7 Q 4 r 7l
Industrial Receipt# 5 b 03
Other Cash/Check# 7 2
Total Valuation: 1 60 q Initials at/1/
Or Date ' Eff
Estimated Cost 4 (p5, -I.0 2)
If within 200' of the Shoreline,
Distance to Bank or Ordinary High Water Mark ft. Bank Height ft.
By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any
omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue
against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and tight of entry to the applicant's property or structure shall be requested and shall occur during regular business hours.
Signature: e 5,..0 / Date: )00
OVER ►
H:HOME\PLNCNTR\ OBLDG\FORM'\B •.ermitApplication 11-3-01
-1...I I-0 f 3 127 )st sired
PERMIT # BLD (0
(.. --1
0 3 - 0 1 ti i
ful
,) I
ifffERSON LiiilillY ii s 1
MAR 1 1 2003
..C. , •,
14.ft.
•I1NT)-
(.1.,, "
. i
-----T2gT5''o—D-
0
_. _ . ., .....e•°
I
1
! 1
t
i !
t
I li LO I ---N4
1 seh:A 1 f st•et i
_
Z
r i
s 41,
AP-e-A—
,
1 1
1 !
I
/ 1
I
Ili 1 1 •
5 Aril c.. I IC
kJ
tirsil ?, i 0 V ,.OS
1-12'
fri
4-1 1
I rP 3' 1
1 LI
,— i ‘ •
i 1 4 r'
I i k qz i
/ 1 is' 93 EI.5
Ii
/‘.4 On...)
--,
APPROVE
7 to.„$,
,. ...- --, ,
...,,..
-...,, SITE PLAN`
1- —
z a
:
Pa,
7 4 6 2003
E,0
------- 1 TC-50 JERI UNTY
DEPT.OF COM PMENT 1
SIGNATURE:
•
First Street
- -4
_SIT' E PL.AN
MTL/PLASTIC
RIGHT ELEVATION 1/8
LEFT ELEVATION I/8
REAR ELEVATION I/8
ALL GLASS AND GLAZING SHALL
COMPLY WITH CHAPTER 24, 1997 UBC
AS AMENDED BY
WASHINGTON STATE
BUILDING CODE COUNCIL
--�I/ALT.RIGHT ELEVATION I/8". IIOII ,r-------�1-----------------------------------n--�
ALT.REAR ELEVATION 1/8": I'O"
O
L
ALT.LEFT ELEVAT ION 1/8
II
II
I
�
I
I
1
-
DW
- -I
-
O
II it
RFR IO II
N
7N
REX - - -
_ II
O
_
in
KITCHEN GAB. ELEVS. 1/4
BATH GAB. M.BATH GAB.
ELEV.1/4":I'0" ELEV.I/4
TH15 IS TO CERTIFY THAT, TO THE BEST OF MY KNOALE06F
AND BELIEF, THE INFORMATION SHOWN ON THIS DRAWINS
MEETS THE MINIMUM REOUIREMENT5 FOR RESIDENTIAL
CONSTRUCTION FOR THE 19q'I UBC A5 AMENDED BY THE 2001
V45EC AND KITSAP COUNTY RESULATION5 FOR BUILDINS
CONSTRUCTION.
NOTE:
BUlldrlg on a skb* site entails certain risks. Srfoce water control Is of Vbnobt hpwtarCe,
W shall Its delslgned, Installed, ad maMahed to mitigate the effects of iqr'aid order flew, lateral
water pressure, skim* wdar saturation, ad other adoerse "ts on the stablllty of the slope.
N arras ore arse that certain risk Is dwelt filial build. on a hillside and shall Warm them
mcexas ad al of risk. Atelier Northi Inc. does rod mouse remporabllity for the
uMknate stablllty or the bulldhg site.
r
0 5 10 15 25 FEET
JEFFERSON COUNTY DCO
BUILDING PLAN REVIEW
O /APPROVED AS SUBMITTED
QV APPROVED AS NOTED
O MECTED
/a
NOTICE: plea we approved axospting
any errors or oeltesloras. All work must
pas, inspectbn M eontoneance with
all appltcat" eodse and regulations.
Contact the BLHlding DepartmOnt
at 3794450 prior to making changes
or revisions to the approved plants
■
M.
Nil
u
0
+�❑❑Q LL--
-
ALT. FRONT ELEVATION 1/4": I'O"
42, O"
CEDAR
10' O" 2' 8"
a' II"
6101.
6' 6" 3' 6"
5' O"
4' 11"
-
---- 5/01C+SiG*ti5
--'---i
--I-----
- - - - --
I'@5itE55).Yz`�
E5R 55 �',�
o4
M.GL
I
I
I2/OX2/O
5L
c2 OOW
BED.2
1
BEL
a
a/(Ox15/5 m
.3
a/11XI0/2
�>I
1
S,�
D5
`r
I L.
IOOOVNI
��'750A
?e 2/5I I FOR ALT.TR. 2/OX2/0
I I S
INSL.STL
SD 2/6 0MIN.FIR ' -- I DI HALL
STW
I�
5/8"TYP X L
5121,
t
L-----------------1
I I
I
I
(5ARA6E
e
12/8X21/0
I I
I I
I I
I I
I I
I I
3.125XIO.5XI5LF 6L HOR
T
IEI
F] ❑
m DINING
5 ' p 14/5X10/6 m
- - \--- - --- I In
3'
II"�
B' 10"
I' 6" 3' 4"
IS, --
--
i�L 2/OX2/0
It
i LX2/0
i 5L
i
1i
t t0
02 1500W - ---
So LIVING
a 14/OX15/O
B2
B1�
U
�� / �
p
!
kF _ 111 --
-�--
N
Q - ---------�
- -
al
l}
4' II" 4, 0. 2' 6"
0 I
I
Ion
-
IN
DI
I
'
RFR I
I2o
1 O
�
I
too. e-
'�-' 4/OX1/O OHDFZ' 6-HS--4iBX - yl 5/0X5/0
\ V5
L------ - - - - --
- 'Q 1----j----
Tlk-
IF DECK>50" A5V.6RADE b
bAB 6K6 P05T
FLOOR PLAN I I L - 2PL. I
I/4II I'O" ---- ----I- STW - -- I
1204 5E I I E6
5' a" 4' 6" 4' 9" 2' 6" 12' 6" 4' 6" 4' 6„
AREA GLAZING: 14-T 5P -
151011
51O" 151011
5101,
all O"
WANTRAOTOR 5HALL VERFY OKN510N5 AT J0551TE PRIOR TO CONSTRUCTION
6E1 k NrOTES
I. unit stresses (MID" otherwise rated)
All 4 X BM4C.Ft to be OFA. No. 2 s BBt will of intim "Rled
All b X 9446R to be DF/L No. 1 s MR unless OfMmlse speclfled
All ,STOWS to be HF or OFIL No. 2 s BTR unless othemNe specified
All SW to be W or DF/L SrV s BIR unless dForwbe specified
All HARM Bill to be 211 -2400 No, 165 fv, 1,80.2,D00 E unless otMnitse "Illed
Mat fairer shall prorde AffO certlikate AMbean Install AM edge mated 101"' Up.
All framing shall conform to UBC I'M-2520 Corlventlonal Lot -Frans Construction
All nallinq shall conform to or exceed UBC Mql Table 23-FB-I ad 23-II-B-2
2. The Cabdtas ad 5beatractom 9111111 lilw dstr exmis the dim", ad bring ay
discrepancies to the attadlon of Atelier Nadr�x� Inc. for resoUtbn prior to proceedlg AM
mistructlon.
3. Drom aappAee,tcce&dlom aday desTlR�e�eshow on Chess orarh�y ad all I t'rra{m�,dn the
Idla�to thin Nartbeat,fhc. btbn lafflemb shall rot
isa�" u uhbaS for
br
IIprwal Is Total IiAtebr Noror �at, Inc. dd 9�POP'b°�� Made
RffBt ka ON DR/dtW RFM TO NOTE5 BEN.
NOT ALL NOTES APPLY TO TEE DRAYIN65.
A FMATM
FT6 - Concrete footing with min. 2 4 bars. 5b as noted.
PB - Pier block.
IN - ReWorce pad filth 4 bars a maxXT A each say. AL 64 10-10 Reash.
IL - Carexrrele wall. Thickness noted.
HEATING SYSTEM 51ZING -PER CHAPA WSEC Al. Pror t0 "I qv lea ier. per code.
Prolda bHnil vc{zr bowler.
MAKSY5TEM SIZE, 24,060 BTU/1051 WATTS Pravda hsulatlon Per sdsedlb.
LARSER SYSTEMS WILL REQUIRE THE SUBMISSION OF Provide 16 X 24 "1 access.
DE51SN LOAD CALCULATIONS TO SHOW COMPLIANCE. Al Concrete pad, Ste at noted.
A3. Cartels fireplace poi 12' thick Akin 4 bars a 12' o/c each way. Size as noted.
ZONAL HEATING 5YSTEM5 A4, fPf�Pad on 0s fee it. 5b at notedSears post per LmalCod astd.
PROVIDE SEPARATE LINE THERMOSTATS FOR EACH AS• -T-- footing to site noted
INS ZONE. Ab. Block Mfar duct. Vil site AM mecllmical ebcatracta.
AT Traded bbcli at door.
A6. Step fouldflon wid'or wall.
APast
AID.
on metal post base. Pont size rated.
Oat In cared h for flrhyrolnted electric meter.
B. 5TWIUE
91
- Bea4 5W as rated.
,ST
bloire acing as rat ts, sd spacing
N
- Lead Beata
cm
Cantilever Joists or Bam
W
Calling .bits
Pf
Prow# Treated.
6L
-
6UlAif Bean sloe es noted
F
Recess Beal to depth noted.
6TR
- Drf%er shred
Rafters.
Tres
RH
- Rallied Heel
KA
- Metal Ha�p's. Ccde cpprwed
TR
ad Maul G ed Trm.
L6R
- FksMd Pf ledger seared to ran
m
51.
Rye Lhs. B4.
Stick from over trusses. 2 X 4 keniq a 24' o/c
B2
VaReu Lhe.
Inless
rated. SPon not to a¢esd 5'0'.
fraro
95.
Line 55.
Stick
roof. Btm rated.
C. 035
All)
- Ain Hadl�rrlIqq Unit.
C1.
Electric baetovd heater.
F
- Furnce, Elictrlo Lnless noted.
C2.
Electric mall hooter.
RA
- Retan Ar n d
03.
Ned pure on corarete pad.
M
-Ilan Ar 5,ppil Duct.
D. NMZM CCISTRL O PETALS
Syrrt>ol Ir Icatss location ethers iiii lazing may be rasa reran w sae exwrx>r WIGIM)
r vlred. SPfsty glass Is regvlred In �lons svb je t
to mn arc or Hazardovs Arel safety glass AX - Accordion Dos, L Linen 5tarn3e filth 4 Shelves.
shall conform to 1941 UBC Sectlon 2406.1 B - BHrold Dow. W6 _ �I'miq
Contractor shall field verHy for comPllcrwei up alyaee Dome. ft
CATN - (dhedal Gelw,g P P VIM 4 %IV04
CfX
projectbn
- Canktp with Filmset Hcod
FIX
PocteE Dos
CRc
- crabthg Frplace.
R
- Riw
29
- Dar Close.
RD
Rog AM Bdnat Hood.
CM
- (aim Ftavdde Detectol"Wy.
RRt
- Reklgerdor Spare (wmh.)
D
- Dryer Spore AM vart to
5
- 51nk.
outside Electric Inless noted.
50
- sow core Door.
DSP
- Dp��ppa,ossaaI
5D
- 5roke Dada. 120Vw/Batt.
lit
- Dhfrlmfler.
50
- Shelf - mi now If
E
- Ednat to outside air. Provide
was then one.
50 min. tkw on switch.
ST
- Storage with ro shin
ER
- B aed Bean use select
unless noted.
material.
SVC
- 501 Venting Caoktop.
FD
- Flea A'ah KAr p prher.
5m
- 501 Vedhq Rage
FL
- Full Ll# Lbw.
V
- VM4 to s e riled or to suit.
FDt
- Freax Spore
M
- Aol Spore.
92
- 6lma Dew to Shorter.
W
- Ndar Heater ebckk will noted.
10
- Frost Free Hiss Bib
Presere relief vaHe AM
k
- Half Lkjt Lbw.
d0large to Melds .
15L
- he/bte a Inwbted.
DI.
VNhyI floor coverhhq.q
D2
CasAlevared edhgbar 12" min
height as rated
D3.
rated
Desk at 308.
D4.
Fur dorm calling to T'0' UNO. Rvv& remessd l jsthg rhers required.
D5.
5'0' Tib/ahorw canbhatlon. With rod unless glees dos noted.
D6.
Shower. 3'0' unless noted YIMh rod Lmless q6m door noted.
- - - - - - - - - - - DT.
Star. Dvactim ad udw of Hall noted Equal risers 4' ml Vb%ax. Treads
heafroam
q' mh/12' mac. Hard ill 36' above rosmap. Mh. bib'.
M.GL 06,
X
5/6' TlwX g�,�sunwalboadbebwstar.
Mary frepT�ce tale AMh abide carbustbn air, ad ticjlt-ntthg doss.
px glass
Taro Irplace rntolled
1210.
c metal per maVocbrars specs ad;ode fish
DII.
wields cmbustIM air, ad ttt-rlttN glens doss.
AW store metalled m2Vx am specs ad code, AM abide carbustlan air.
2/4
px
Mix kafh.
012.
mbntble
.>: De.
4' mmn wall AM I" ventilated d Ipae par code a gprwed
maufactrad sLbstM te.
2/4 DI4.
hsubtad metal f Lie. 0baaces per code.
m.
Mwq
016.
M.5TH DII.
22 X 30 attic: acees, weoBersh'Ip edges, Insulate per roof.
50b wall AM rood cop. Hill m rofed.
DID.
Fur wall ad insulate asmoW
4' conwete�loJ. (h gorays slope tamards grays door. Thicken edge of slob atDX.
ODM.
D21.
5/6555 x 6FB In gasp on cannon walls. Extend to adof a erside of rod
Flea war ad Ild below floor. At. Ild entire gwogs. (CUbprIcNixpportsIt24'a)
D22
Insulate wall R-5(2 X 4), R-21(2 X 6), or m noted.
A L T. M B T H TZ•
'&.4 `n' RIE✓-Y0 box for wmher/dyer.
E. DQ RIX C06TUTM PETAL.
A56 PIL Pi Id or other I sidin
AL
- AGnhun
W
- Rr* Vert
S515
edtam
-LOB
�Siz
FIEV
-Beveled 5
SL
Sky size m rated.
A h
&M
- at.
51.
-
5w Steps, Details m M.
of metIktmq
X
Cha
nel anel C 5dbooting
STN
- W Steps.b as M.
Cawpmhbn Shingle R
opVert
F6
- Fberglma
T16
T 4 6 Coda 51d'nrgq.
R5H
- 6aHalred or Coded Steel
TIE
- Coasts Tile Rooima ,"
Flal
TW
- Tr eq> raaaI Y61das.
6BK - 61ass Block lore.
STRUCTURAL CONNECT ON5 6Hwtrrkal SidingYlhdaw VN - VFsll
WL - m1i V5 V morn 511dN Whdon.
ALL LIS HT FRAMMI E CONNECTIONS SHALL BE SPSON 'STRONG -Till!" XR - aahem to - ,,,,1 OutletMIT # g�D
CR EGUWAL LNT rBO APPROVED COMPONENTS. SIZE TO SUIT PIG- Pwbre KrdDK W - mde I-'"" .
PRAMN6 MEMBER INDICATED AND SECURE WITH RECOMMENDED
D=VICES TO ACHIEVE HAXI-AM CAPACITY. El. Continuous steel a aLThim glue' on SAX b SPF fasclo.
UNLESS OTHERWISE NOTED, USE BC BASES/CAPS FOR ALL E2. 5/4X 6 5PF to WM}I I X 2 file lnlaes noted. ' 0 5 9
BEAM/COLUMN WONHEGTIONS. E3. 5/4 X 4 coda trim. Other sime noted.
U%E LU OR U STANDARD JOST HANGERS. E4. 5asered attic vent. Total arm per code.
USE LSU OR SU L) STANDARD RAFTER HAN6ERs t3. Remain a IB' daa t0 codrxtaa detail. f
USr
USE TRUSS HANGERS IC AS RECOMMENDED BY TRUSS FABRICATOR. Eb. 4' caYrete apron, slob orpavrg. Thicken Slope any from bWkig.
V+E TRUSS WIND/SEISMIC Te'-DOWNS AS RECOMMENDED BY TiET, Soffit as selected R�0 insulation below MaF6d spaces -pfovkfeacuxtopLnbhg.
FABRICATOR. Ph. Dock �trededwaad, With ceded Iced xppor -
u5E HVH23 HIND/SEISMIC, TIE -DOWNS. Eq. Deck 1rf0ae m 3/4' k ptjrood sbpk b train a Oter.
V3E SIAPSON C520 COI- STRAP FOR SUPPLEMENTAL STRAPPING EIO. 6"erdl hU��• Less than 4' 1p7,e between rtermedlde5.
USE SEISMIC HOLD-DOWNS PER STANDARD PETAL OR AS NOTED Ell. Rdee Th'eahold 1 1/2' dice deck. Ad)A leader to wit.
USE 5PECIAL HSRS A5 NOTE, E6. 'SIMP.HRC'
WALL AND FLOOR SHEATHING Rev. bNORT /02 (DATED ili NC. MgB,2000,VOI ad 2002
U4LE55 OTHERWISE NOTED, ALL WALLS AND FLOOR SHEATHING
SHALL BE SEWURED WITH,
ed a 6' O/C PANEL EDGES
ed a 12' O/C PANEL FIELD
STM71,11i E B4WS LeMW MCI' OR 'VL' DESGNATE
P+DPRETGRY STRIIcTwIAL 1`ROL'UGT5 WW.FACTLW BY BORE CM(Am
-BU JOBT-WRE54a0, 450,6004 b)LCOW05n I -JOISTS (PFc-4665)
-VL BEAWi(NER442) VE.%MAA 5Lfv'AM 55'. 525', TWIG
Ft -Zoo PSI 110-5De0 PSI
E •2,pp = P51 E-2,IXX1,aYAO PSI
FN-1bS P51 (MN) Fv-265P51 (MN)
NSTALL PER NANFACTAB25 YSTRIrT06.
VERFY BLOOCNmi REa.REeEt 5 s cONCBttRATED LOADS a WAll
USE ONLY HAN M AND CORN WT011115 DISWV FOR WE Wml WWOIDIM.
USE OILY RH A5604BLY AS F 4011 BY We.
F M EXr9tM APPL.YATICK :OAT wMTEX PAItr AND AW PER DRW66.
REV SED
12/24/02 - 2001 E-CODE UPDATE
otnl inn noot hweirt, DG
v�.ablbmwtMnt.cem i t� DG
KITSAP COUNTY CONSOLIDATED .360-6l9\230�8�8
HOUSING AUTHORITY
OLF46LP HOUI" PROGRAM 1921 NE BENTLEY DRIVE 2252.01
BREMERTON, WA 98311
0I-1204R (CGAR L) AM AT
PO BOX 27
/
HrgODBPORT, WA 9464e 2
D:\CAPARCH\KCCHA\2252KCCH\22525HI 380-877-8001