HomeMy WebLinkAboutBLD2005-01263 Cancelled Pier, Ramp and Float - BLD Permit / Conditions - 8/23/2005 Inspection Line(360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352
Mason County Bldg. III 426 W. Cedar P.O. Box 186
Shelton,WA 98584
P10
RESIDENTIAL BUILDING PERMIT BLD2005-01263
OWNER: DANIEL SULLIVAN RECEIVED: 7/27/2005
CONTRACTOR: LAKESHORE CONSTRUCTION (360)275-5029 LICENSE: LAKESC*155JA EXP:4/4/2007 ISSUED: 9/1/2005
SITE ADDRESS: 9960 E STATE ROUTE 106 UNION EXPIRES: 3/1/2006
PARCEL NUMBER: 322365100036
LEGAL DESCRIPTION: PEBBLE BEACH PARK TR 34-36 &T.L. EX 34-35&T.L. NWLY OF RM
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
PIER, RAMP, FLOAT APROX 7 MILES EAST OFUNION ON SOUTH SHORE OF HOOD CANAL (SR
106)
General Information Construction &Occupancy Information Square Footage Information
No.of Bedrooms: Type of Constr.: VB
Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: Lot Size: Deck:
Type of Work: ADD Fire Dist.: 6 No.of Stories: Occ. Load: Building:
Valuation: Building Height: Occ. Status: Primary Basement: DOCK
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: Hood Canal
Rear: Ft. Slope: Ft. SEPA?: Yes
Model: Width: Ft. Side 1: Ft. Shoreline Desig.: Urban
Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures FEES
Mechanical Fixtures
Type Qty. Type W Ly. e By Date Amount Receipt
Plan Check Fee KS 7/27/2005 $254.31 S12005
Planning Review Fee KS 7/27/2005 $155.00 S12005
Building State Fee ARC 8/23/2005 $4.50 S22005
Building Permit Fee ARC 8/23/2005 $391.25 S22005
Total $805.06
BLD2005-01263 Please referto the following pages for conditions of this permit. 1 of 5
CASE NOTES FOR
BLD2005-01263
CONDITIONS FOR
BLD2005-01263
1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.
There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at
1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
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2) The internatioanl code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved
access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where
such reads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road.
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3) The proposed project must be consisten ith all applicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason
County Shoreline Master Program.X�
4) Xp per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
5) Conditions of Shoreline Substantial Development permit#SHR2004-00003 must be implemented as part of building permit development.
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6) All construction and demolition debris must be removed from the beach after project completion. Proper disposal of construction debris must be on land
in such a manner that debris cannot enter or cause water quality degredation of State waters. X
7) W tee r,quality is not to be degraded to the detriment of the aquatic environment as a result of this project.
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8) Floata ion for the structure shall be entirely enclosed and contained to permanently prevent the breakup or loss of the floatation material into the water.
X
9) Pres*ure treated wood must be completely dry prior to placement in water. Use of creosote or pentachlorophenol is prohibited.
X
BLD2005-01263 Please referto the following pages for conditions of this permit. 2 of 5
10) Proper erosion and sediment control practices must be used on the construction site and adjacent areas to prevent upland sediments from entering
shoreline waters. Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to
prevent soil from being carried into surface water by stormwater runoff. Sand, silt, and soil will damage aquatic habitat and are considered pollutants.
Any discharge of sediment-laden runoff or other pollutapollutants to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control, and
WAC 173-201A, Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement action. Any work in or adjacent
to waterways that will adversely affect water quality must receive specific prior authorization from the Department of Ecology pursuant to WAC
173-201A-110. A short-term water quality standards modification may be issued if the proponent agrees to a number of specific construction practices
and techniques designed to minimize water quality impacts. All areas disturbed or newly created by construction activities must be revegetated using
bipneering techniques, clean durable riprap, or some other equivalent type of protection against erosion when other measures are not practical.
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11) Erosion control measures must be in place prior to any clearing, grading or construction These control measures must be effective to prevent stormwater
runoff from carrying soil and other pollutants into surface water or storm drains that lead to waters of the state. Sand, silt, clay and other particles and soil
will damage aquatic habitat and are considered pollutants. Prior to final approval, all upland areas disturbed or newly created by construction activities
shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting).X t
12) During construction, all release of oils, hydraulic fluids, fuels, other petroleum products. paints, solvents and other deleterious materials must be contained
and removed in a manner that will prevent their discharge to waters and soils of the state. The cleanup of spills should take precedence over other work
on the site.
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13) ReQoviaLof vegetation should be minimized and any areas disturbed should be restored to prevent erosion and other environmental impacts.
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14) Planting Plan on page 28 of Biological Evaluation prepared by Marine Surveys and Assessments dated July 26, 2004 must be implemented within two
year o ' suance of shoreline permit. Plantings to be maintained in a healthy condition.
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15) The project shall be consistent with the Biological Evaluation and/or Habitat Management Plan and Best Management Practices as conditioned and
apTO
16) All other necessary permits from Mason County, Washington State and/or Federal Agencies that a[g required for this proposed development and
construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X
17) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will
not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building
Dgn
ent prior to any further inspections being performed or approvals granted.
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BLD2005-01263 Please referto the following pages for conditions of this permit. 3 of 5
18) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads,"all new structures that
require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the
access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background.
Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted
by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting
inspns.
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19) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the
corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building
Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or
rerrgvpf approved documents will result in failure of required building inspections.
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20) The "approved"site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved"site plan is not on site, then
approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the
Builg�Department prior to any further inspections being performed or approvals granted.
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21) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building
Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached
thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be
chargeq and shall be collected by the Building Department prior to any further inspections being performed or approvals granted.
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22) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the
State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in
per
Wirocation.
23) International Building Code. In addition to the inspections required by Chapter 1 of the International Building Code, the owner or the engineer or architect
of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work
listed der IBC, section 1704. The special inspectors'duties & responsibilities shall be as specified in Chapter 17.
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24) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
Xrd' or regulation, must be reviewed and approved by Mason County prior to construction.
25) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED
BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance
with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building
XI ec r shall be made prior to requesting additional inspections.
BLD2005-01263 Please referto the following pages for conditions of this permit. 4 of 5
26) All property lines shall be clearly identified at the time of foundation inspection. X
27) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure
to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with
MasoQCounty ordinances and building regulations.
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28) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for
action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
hold_er�iave prevented action from being taken. No more than one extension may be granted.
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29) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
co�tors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material.
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This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended fora period of 180 days at anytime after work is
commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied.Proof of continuation of
work is by means of a proglfiss inspection.The gyvner a agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to
the above described pro rty nd ture for vie inspection. q, c
OWN ER OR AGENT: DATE: L J
BLD2005-01263 Please refer to the following pages for conditions of this permit. 5 of 5
485' I HOOD CANAL 13C7`7 -- 15' 600'
TO PIER, TO PIER,
RAMP 5' Proposed ULIL Z / L005 B RAMP
AND FLOAT structure 100' Ion 0 I AND FLOAT
I from MHHWL MASON COUNT A
�• T
r 11'— --- — — — -- MHHW— — — — — R
A
I APPf- OVEID P
46' MASON COUNTY DCD PLAN NG
SITE PLAN REQUITED �
N Q � TOBEONSTE �
I CHANGES SUBJECT TO APPROVAL
By — Date_ _
130' I
SR 106
Reference:Daniel&JiIl Sullivan
App:Marine Surveys and Assessments
In:Hood Canal near Union 1
Purpose: Recreational use of pier,ramp& 20'
Boat
Datum:MLLW
Adjacent Property Owners: 48' 1
1) Nghicp&Ethellynn Nguyen
2) George&Erna Brucker
Sheet 1 of 3 Date: 19 July 2004
• D
� R I
I
R E P
0 W R
P A OPT
� E y
R E
R
T
y SULLIVAN T
RESIDENCE y
' L
I L N IN
E El
I
GARAGE 5' I
130'
Materials:
Pilings:10 9 ACZA treated,class B,Doug fir
Floats:2 ACZA framing lumber,flotation is
polystyrene foam enclosed in polyethylene resin
shells
Pier:ACZA framing lumber,galvanized
fastenings
Ramp:prefabricated aluminum
Construction and site details are contained in the
project Biological Evaluation
100,
40' 0 34' ��E 26'
STUB PILINGS
' �%4 6'
2'-WII)E GRATING 2'-WIDE GRATING
60% OPEN AREA 60% OPEN AREA
20'
N
Reference:Daniel&Jill Sullivan
App:Marine Surveys and Assessments
In:Hood Canal near Union
Purpose: Recreational use of pier,ramp& 6'
float
Datum:MLLW
Adjacent Property Owners:
1) Nghiep&Ethellynn Nguyen
2) George&Erna Brucker
Sheet 2 of 3 Date: 19 July 2004
e
100'
6' by 40' pier
4' by 40' ramp_
6' by 26' float MHHW
MHHW MHHW 10.86' -11.84_
6' by 20' float
MLLW
Float stops Stub piling -----
on all float
pilings
Reference:Daniel&Jill Sullivan
App:Marine Surveys and Assessments
In:Hood Canal near Union
Purpose: Recreational use of pier,ramp&
float
Datum:MLLW
Adjacent Property Owners:
1) Nghiep&Ethellynn Nguyen
2) George&Erna Brucker
Sheet 3 of 3 Date: 19 July 2004
PERMIT NO. �
MASON COUNTY �
13UILDING PERMIT APPLICATION
426 W. Cedar- P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 - Belfair(360)275-4467 - Elma (360) 482-5269
On the Web,www.co.mason.wa.usAge-
APPLICANTt
i
INFORMATION CONTRACTOR INFORMATION
Owner hAN IE L r TILL SLILY I k/AlJ Contractor Name Ilk-- ructj o✓1
Mailing Address PC; t-3oY, as I I r Mailing Address p 0 r
City HF1 FA t t2 State WA Zip Code 70549 City E EL f-A 112 State WA Zip Code TA,a%
Phone (�0 ) Z-5-31aoOther Ph. (3(no) 'As5 - 4-o}3 Phone ( lea ) �"}15- 3 Other Ph.
Lien /Title Holder DAn11EL 1 +� Contractor Reg. #LAKlCSC*155TPExp�/�/ 0(0
Email Address Email Address
SEPTIC/WATER SYSTEM INFORMATION -Connect to New Septic Existing Septic I
Connect to Sewer System Name of Sewer System
Well Water System Name of Water System
PARCEL INFORMATION - 12 digit Tax Parcel No. .3 o1a U / 51 / 0003CP Fire District
Legal Description 5E C T as N R 03 UV
Site Address (Please include street name, street number and city) O U(D Q N1d W
Directions to site ►A-1EL - MILES EMT OF LAj\tiojJ ON wTt 01=
Iri-00'0 NV_AAL SR 10(0 ).
Will timber be cut and sold in parcel preparation? (Yes o
Is property located within 200' of saltwater i7 Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs
PERMANENT RESIDENCE SEASONAL RESIDENCE ❑
TYPE OF JOB - New X Add Alt Repair Other Use of Building
r Is this permit submittal the result of a Stop Work Notice, Correction Notice or other enforcement action?(Yes o
Describe Work [01\15i Pk(T '1�rEh� , 12kv\� r FLoA 1 1 gA c,uieC_ WI TEN, A PILE S
No. of Bedrooms No. of Bathrooms ' SQUARE FOOTAGE - 1 st Floor 2nd Floor
3rd Floor Loft Basement Deck Other sq. ft.
Garage Attached Detached Carport Attached Detached
MANUFACTURED HOME INFORMATION - Make Model Model Year
Length Width Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price $ Replacement Unit? (Yes/No)
Installer Name Certification No.
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN
180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER
THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. THE
I OWNER OR AGENT ON OWNER'S BEHALF,REPRESENTS THAT THE INFORMATION PROVIDED ItUE C�GRANTS
EMPLOYEES OF Mason COUNTY ACCESS TO THE ABOVE DESCRIBED PROPERTY AND STRU QR EVIE D
INSPECTION OF THIS PROJECT. OWNER/BUILDER ACKNOWLEDGES SUBMISSION OF INACCURATE INFORMAifk AY
RESULT IN A STOP WORK ORDER OR PERMIT REVOCATION. ACKNOWLEDGEMENT OF SUCH IS BYdUbI&T/U ELOW:
OWNER AFFIDAVIT- I certify that I am exempt from the require- CONTRACTOR'S AFFIDAVIT- I c��ZRm currently regis-
ment of the Contractor Registration Law RCW 18.27 and am aware tered as a contractor in the State of VVa'�h'in9QW*T3\\0are
of the ordinance requirements for which this permit is issued and of the ordinance requirements regulating the work for which this
that all work will be done in conformance therewith. No changes permit is issued and all work shall be done in conformance there-
shall be ma a without first obtaining approval. with. No changes shall be made without first obtaining approval.
X Date ? " S X Date
-77
FOR OFFICIAL USE BEYOND THIS POINT
Accepted by Planning Pd Ck#
Date Bld Pd. Reciept No.
DEPARTMENTAL REVIEW APPROVED DENIED CONDItION CODES
Building Department
Occ Group Type Constr.
Planning Department
Environmental Health Department
Public Works Department r�-
Fire Marshal
Valuation$ 2-4f, 141
FEES
Building Permit Fee Site Inspection
Plan Review Fee EH Review Fee
Plumbing&Base Fee Planning Review Fee
Mechanical&Base Fee Other
Wood/Gas/Pellet Stove Fee State Fee 6
Violation Fee ��� Pre-Paid at Submittal
TOTAL FEES
J
m ,
� ID2045-
N O o
rn—
# 3z2 36o - S ) - 0003(oc�
M COPY
TYPICAL PIER RAMP ZFLQAT SIDE VIEW
y s4*c1 �p
CHAIN LINK FENCE VFAL
C/o �� �S , FLOAT STOPS
� 'j S� ON ALL FLOATS
dy ° 34' ALUMINUM RAMP PILINGS
5 n
, 0� Highes
� 3�
�, Possibl
CL Ramp Hinge Level Line Tide +
w FIXED PIER —.—. — _ .— . — . —•— . — — ..
r7
d 20' MHWw
10' 14' Max.
1
CLASS B CHEMONITE PILE Elevation Normal Tidal Chc
Change
-, p1NG �NgpECt Documents attached to approved Ian
MpON g�1L ROVA
SO APP '� 9 �P� �s plans,
Plan review checklist: k °� Pl�4,us D>Q;�En!
� o 04lANG $SUBIEC g Z3 0� MLLW 0.0
.n o Ate Fngineering: T N Pages TTO
Vertical
CD
a Number of pages c Cr
���US,�Q_ EL Jvwen
� o SCA of BAR �' ?J ��
Sri jo
� F �tM�USjTjEQUAL, 1" , b DfC cp0n � Nf>�
a A r, 5 TO BE AT 1 =10 20 Reference: NONE J'
Purpose: Residentail recreational THESE PLAIN,, MU
f ° R B pier, ramp, floats. MUST B E
9 Z ��3, WAs�d in Fairly Protected Areas. ON THE JOB SITE
h' �' FOR INSPECTION.
Design Criteria Materials:
Q z Live Load Pier: 40 PSF
o Dead Load Pier. 10 PSF Piles. ACZA treated, class B Doug Fir
6 m o *0 Stub Piles: ACZA treated, class R Dou fir
Wind load: 80 MPH exposure D
1 �O 34371 Live Load Floats• 25 PSF Floats: ACZA framing lumber, floatation is S�BM/r Cyp�
° SISTER �ti polystyrene foam enclosed in polyethylene ��0 A^��, S
0 shellsR _NAL resin Pier: ACZA framing lumber, galva cn, cF '`,1Iq,�pO�q
a a S fastenings
�� �f�Cr�N T �U �� ,
EXPIRES 11/09/ Ramp: prefabricated ain,,,t„um S ,4TF ��
This Design is Good Through 12/30/05 Coot �/�
.`ipySFt'm....er...ss.,.......e..—�wu L2�1�Y�ftieKAttdHO�Yms _ �wiVi�2i1Y'f�P - Yobs�.'NfG
L 4/ pp
TOP VIES
�L o
STEEL I" 4"X6"X5/16" 'J ab` C' Q
GALV. CONER CLAMP (TYP) 4
4x1 2 PRESSURE 4'-2"--- 441 v o
TREATED HEADER BEAM Q a
o
4x4 PRESSURE U �I
TREATED POSTS U 1�
(TYP.)
2'-0'
1/2" DIA.x5" GALV. STEEL p
BOLTS II ;
4x12 PRESSURE
TREATED JOISTS
(TYP.) as F
4x12 PRESSURE 8x8 PRESSURE �� Z
TREATED STRINGERS TREATED PILE CAP �.
(TYP.)
1/2" DIA.x10" GALV. STEEL
LAG BOLTS (TYP.)
LIT
12" DIA. CLASS B
CHEMONITE PILE
Reference: NONE Design Criteria ,�of WA
Purpose; Residentail recreational Live Load Pier: 40 PSF
pier, ramp, floats. Dead Load Pier: 10 PSiF
ir1 Fairly Protected Area. find load: 80 MPH exposure D co z �
Materials: . 0 34371
Piles: ACZA treated, claas B Doug Fir
Stub Piles: ACZA treated, clams B Doug fir SS IS^TE.�(j
Pier: ACZA framing lumber, galvanized
I4NAI a �
fastenings
EXPIRES 1 1/09/ J
This Design is Good Throixgb 12/30/05
REVIEW NFORMAT�GN 100"A Gortl,l.W DE91GN INFORMATION
AiEET ID CODE Lake Share Construction RrvIEWeN: owNErl Y1OECTiDENTIMAMN„':
PIER - ont5enng
s & — ________ ��„AM:
DAM 3[NT fOIiENFWE„:
Typical Pier Desigii one
sHE�T No. n i
Ramn(".nnnev. inn Pnint g
nr n
PIER END VIEW
61 WIDE PIER—TYPICAL �
N.T.S 2x6 TOP CAP 4x4 PRESSURE
3/8"(6VG NTHLV. LAG TREATED POSTS
8' O.C. (TYP.)
32
CHAIN LINK FENCING
2' SQUARES MAX.
6' GY
PT 2x6 DECKING 2' WIDE GRATING PT 2x6 DECKING g�<
0
a
.`y W
_"+a Z a,
1/2" DRIFT
12"x8" GALV. PINS (TYP.) 4"x12" Sa i Oilis,
♦ .
BOLTS (TYP) P.T. STRINGERS �o C, 8 `d
8"x8" CAP P.T. 6" DRIFT x10"-12" 1 o �CLASS B CHEMONITE PILE PIP.) ,1 0
Z
E o
o
Cr
IZC
� a
U O
� O
ma
MUD LINE
I I I I
i I I I
10' or Refusal using
7� Hammer capable of
20.000 Ft Lb Capacity L i�
6' Min. Penetration
I I I I
I I i I
Reference: NONE Design Criteria ���'o I
Purpose: Residentail recreational Live Load Pier; 40 PSF
Dead Load Pier: 10 PSF F�
pier, ramp, floats. Q .. �
in Fairly Protected Areas. Mind load: 80 MPH exposure D � �
Materials: O 34371 j
Piles: ACZA treated, class B Doug Fir SS ISTE '
Stub Piles: ACZA treated, class B Doug fir MAL
Pier: ACZA framing lumber, galvanized
fastenings
EXPIRES 11/09/
This Design is Good Through 12/30/05
REVIEW INFORMATION 100%Complete DESIGN INFORMATION
SHEET ID CODE FILENAME
PROJECT IOENTMATM Pk
Lake Shore Construction OntourS & REVIEWER: OWNER
PIER - GATE SENT TO RENEWER:
Typical Pier Design OnceptS ADTIDN ACT M
SHEET No.
ng
lneering DESIGNED Ofb 171►,0{ II
PIER END VIEW
6' WIDE PIER-TYPICAL
N.T.S 2x6 TOP CAP 4x4 PRESSURE
2X4 (TYP) WITH TREATED POSTS
3/8"x6' ALV. LAG 8' 0•C. (TYP,)
"4 CHAIN LINK FENCING o
2" SQUARES MAX.
6' r
UJ Q
PT 2x6 DECKING 2' WIDE GRATING PT 2x6 DECKING
wappply O
< 2
Q J
a
12"x8" GALV. U ^—
L4"x12" i_-
BOLTS (TYP) P.T. STRINGERS '`
At the landward end of U
the pier,the four stringers _ m
rest on the bulkhead and W
are secured with the w j 7 0
four angle brackets LU m U
Lij
Z 0-
_ = z
a � —
(nnZ0
w0LL
2
MUD LINE
Reference: NONE Design Criteria Dy WLA&
Purpose: Reeidentail recreational Live Load Pier: 40 PSF
pier, ramp, floats. Dead Load Pier: 10 PSF `� zd
in Fairly Protected Areas. Rind load: 80 MPH exposure D
Materials:
o '3437j
Piles: ACZA treated, class B Doug Fir
S rsrE��
Stub Piles: ACZA treated, class B Doug fir Pier: ACZA framing lumber, galvanized SIDNAL
fastenings
EXPIRES 11/09/This Design is Good Through 12/30/05
REVIEW INFORMATION 100%conplele DESIGN INFORMATION
[SH7EETID CODE Lake Shore Construction REVIEWER: OWNER PROJECT IDENTftATION N>
ER - ontours & FILE NAME:
GATE SENT TOREVIEWER:
Typical Pier Design oncepts AGTN V AC„p
S�{EET No. g g
n lneerin DESKiNEO � Iz�
•L[w 1.i.1 1'GIJ.0
Pile` —13 ACZA treated, class B Doug Fir Phone:360-438-C
Stub ,Piles: 4 ACZA treated, class B Doug fir Contractor
Floats: 2 ACZA framing lumber, floatation is Lakeshore Const.
Polystyr*ne f9am enclosed in Polyethylene P.Q.Box 1058
resin shells Belfair,WA 4852
PYor: ACZA framing lumber, galvanized Phone:360-275-5C
fastenings
Ramp: prefabricatad alun3A.num
Sch re,ne r-
llesigll Criteria
Live Load Pier. 40 PSF
Dead Load Pier: 10 PSF
TYPICAL 20 FLOAT SECTION TOP Wind load: 80 MPH exPosure D
}� N.T.pS
OP Live Load Floats: 25 PSF'
FLOAT DRU Rklf TRRQAV tY 4'x6' ANGLE GALV, Cal
ALL 4ai8
6' AT DR FLOAT DRUM 2' WID£ GRATING SUPPORT STRINGERS
AT ON Ox EAOFI EDGE BY 1/2 OF 10
#x8 STR9NGER 0 --�'i cn
FLOAT DRU FLOA7 DRUAf
RAAMMF FLOA LY - y cl
2"x6" SLEEPERS 4/PEEL"ANGLL.E BOLTS y Q
2"x6" I3ECKING 1��,0 �°
N.T.S
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30. EXTERIOR DOORS/EXITS:IRC R311.4.1. At least 1 Handrails with a perimeter greater than 6'/"shall provide
exit doorway shall be side hinged and not less than Yin a graspable finger recess area on both sides. See handrail
width and not less than 68 "in height. The exit door shall option in IRC Section 311.5.6.3 for additional handgrip
provide direct access from the habitable portions of the requirements. Handrails shall not project more than 4%2"
dwelling to the exterior without requiring travel through a on either side of the stairway. See#34,stairway width for
garage. Access to habitable levels not having an exit shall additional information. Refer to handout.
be by a ramp or a stairway in accordance to applicable
IRC sections 31 l.6 or 3 l l.5. Egress doors shall be 34. STAIR WIDTH: IRC Section R311.5.1 Stairways shall
readily openable from the side from which egress is to be not be less than 36"in clear width at all points above the
made without the use of a key or special knowledge or handrail height and below the required headroom height.
effort. Handrails shall not project more than 4%i' on either side
of the stairway and the minimum clear width of the
31. LANDINGS:IRC R311.4.3,R311.5.4. There shall be a stairway at and below the handrail height,including treads
floor or landing on each side of all doors. Exception: and landings,shall not be less than 31 %:"where the
Where a stairway of two or fewer risers is located on the handrail is installed on one side and 27"where handrails
exterior side of a door, other than the required exit door, are installed on both sides.
a landing is not required for the exterior side of the door.
The floor or landing at the required exit door shall be not 35. STAIR TREADS&RISERS: IRC Section 311.5.3 The
more than 1 %:"lower than the top of the threshold of the maximum riser height shall be 7-/,". The greatest riser
doorway. Exception: The landing at an exterior doorway height within any flight of stairs shall not exceed the
shall not be more than 7%"below the top of the smallest by more than 3/8". The minimum tread depth
threshold,provided the door, other than an exterior storm shall be 10". The tread depth within any flight of stairs
or screen door does not swing over the landing.The shall not exceed the smallest by more than 3/8". A nosing
width of each landing shall have a minimum dimension of not less than 3/4"but not more than 1 '/,"shall be provided
not less than 36"measured in the direction of travel. The on stairways with solid risers.Open risers are permitted,
walking surface of landings shall not have a slope greater provided that the opening does not permit the passage of a
than 1/4"per foot. 4"diameter sphere.Exception:Nosing is not required
where the tread depth is at least 11". The opening
32. GUARDS:IRC Section R312.IBC Section 1607.7.1 between adjacent treads is not limited on stairs with a
Porches,balconies, or raised floor surfaces located more total rise of 30"or less.
than 30"above grade or a floor below shall have guards
not less than 36"in height. Open sides of stairs with a 36. STAIR HEADROOM CLEARANCE:IRC R311.5.2
total rise of more than 30"above the floor or grade below All parts of the stairway shall not be less than 6'8"
shall have guards not less than 34"in ht.Measured measured vertically from the sloped plane adjoining the
vertically from the nosing of the treads. Open side of tread nosing or from the floor surface of the landing or
guards shall be designed such that a sphere 4"in diameter platform. See exception for spiral stairways.
cannot pass through. Handrail assemblies and guards
shall be able to resist a single concentrated load of 200 37. USABLE SPACE UNDER STAIRS:IRC Section
tbs.,applied in any,direction at any point along the top, R311.2.2 Enclosed accessible space under stairs shall
and have attachment devices and supporting structure to have walls,under stair surface and any soffits protected on
transfer this loading to appropriate structural elements of the enclosed side with%z"gypsum board.
the building. Intermediate rails(all those except the
handrail),balusters and panel fillers shall be designed to 38. ILLUMINATION: IRC Section R303.6,R311.5.7 All
withstand a horizontally applied normal load of 501bs.On interior and exterior stairways shall be provided with a
an area equal to l sq. ft.,including openings and space means to illuminate the stair including landings and
between rails. treads. Interior stairways shall be provided with an
artificial light source located in the immediate vicinity of
33. HANDRAILS:IRC Section R311.5.6,R311.5.1 All the landing of the stairway. Exterior stairways shall be
stairways with 4 or more risers shall have at least one provided with a light source located in the immediate
handrail. Such handrails shall be placed not less than 34" vicinity of the top of the landing of the stairway. Lighting
nor more than 3 8"above the nosing of the treads. controls shall be accessible at the top and bottom of each
Handrails for stairways shall be continuous for the full stairway without traversing any steps.
length of the flight;from a point directly above the top
riser to a point directly above the lowest riser. Handrail 39. SPECIAL STAIRWAYS: IRC Section R311.5.3,2,
ends shall be returned or terminate in newel posts or R311.5.8.1. Circular stairways,spiral stairways,winders
safety terminals. Handrails adjacent to the wall shall have and bulkhead enclosure stairways shall comply with all.
a space not less than 1 %"between the wall and the requirements of stairways except: Winder treads shall
handrail. Circular handrails shall have an outside have a minimum tread depth of 10"measured at a point
diameter of at least 1 '/4'and not greater than 2". 12".from the side where the treads are narrower. Winder
5
i
100'
6' by 40' pier
4' by 40' ramp_
6' by 26' float MHHW
MHHW_ MHHW 10.86' _11.84'
1 6' by 20' f loot _
Float stops St MLLWub piling MLLW
on all float
pilings
� 'qGSUB�fI �C NAN ES
Reference:Daniel&Jill Sullivan PRIOR GE �� APPRpy
App:Marine Surveys and Assessments ra P`R-r)RMING yyG
In:Hood Canal near Union MUST
Purpose: Recreational use of pier,ramp& M� Y ��
float
Datum:MLLw �/- ESE pLp k��-'TE�Iy STD �IFh'
Adjacent Property Owners: ON T /Uv l��S �A�
1) Nghiep&Ethellynn Nguyen
2) George&Erna Brucker Fop INS J 3 S�TEE
Sheet 3 of 3 Date: 19 July 2004
Materials:
Pilings:10 9 ACZA treated,class B,Doug fir
Floats:2 ACZA framing lumber,flotation is
polystyrene foam enclosed in polyethylene resin
shells
Pier:ACZA framing lumber,galvanized
fastenings
Ramp:prefabricated aluminum
Construction and site details are contained in the
project Biological Evaluation
109
40' i 34' 26'
I I STUB PILINGS
fit
6" 4't
2'-WIDE GRATING 2'-WIDE GRATING
60% OPEN AREA 60% OPEN AREA
20'
N PizReference.Daniel&Jill SullivanMIT
Inp Hood Can Ap:Marine neeysar Union and Assessments PRIOR o gNGES e r :
P_~;a�^ OR
Purpose: Recreational use of pier,ramp& "iMlt u WRI Vk 6'�
float
Datum:MLLW THESE PLAN,.)
Adjacent Property Owners: pav H M US T
1) Nghiep&Ethellynn Nguyen �" B E
2) George&Erna Brucker FOR INSPECTIONS ASHIN EFL ALL ;
Sheet 2 of 3 Date: 19 July 2004 �I CTON S ,O-U R
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