HomeMy WebLinkAboutBLD2007-01194 Final Moorage Float - BLD Permit / Conditions - 12/18/2008 Inspection Line(36 0)4 27-726 2
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
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RESIDENTIAL BUILDING PERMIT BLD2007-01194
OWNER: GORDON KAUHANEN RECEIVED: 6/29/2007
CONTRACTOR: LAKESHORE CONSTRUCTION LICENSE: LAKESC"155JA EXP: 4/4/2009 ISSUED: 9/10/2007
SITE ADDRESS: 11170 E STATE ROUTE 106 UNION EXPIRES: 3/10/2008
PARCEL NUMBER: 322251400030
LEGAL DESCRIPTION: TR 3 OF LOT 1 &T.L.
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
Moorage Float SR 106 to address.
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: ACC Fire Dist.: No. of Stories: Occ. Load: Building:
Valuation: Building Height: Occ. Status: Seasonal Basement: float SW 290
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: Hood Canal
SEPA?: Yes
Model: Width: Ft. Rear: Ft. Slope: Ft. Shoreline Desi
Side 1: Ft. g..
Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee KKK 6/29/2007 $63.21 S22007000
Plan Check Fee KKK 6/29/2007 $63.21 S22007000
Planning Review Fee KKK 6/29/2007 $170.00 S22007000
Building State Fee MAL 7/16/2007 $4.50 S22007000
Building Permit Fee MAL 7/16/2007 $97.25 S22007000
Total $398.17
BLD2007-01194 Please refer to the following pages for conditions of this permit. 1 of 3
CASE NOTES FOR
BLD2007-01194
CONDITIONS FOR
BLD2007-01194
1) Floatati n for the structure shall be entirely enclosed and contained to permanently prevent the breakup or loss of the floatation material into the water.
X, /'
2) The pier, ramp, float, and associated moorings shall be loctated to avoid shading of eelgrass and other aquatic vegetation.
x
3) Water quality is not to be degraded to the detriment of the aquatic environment as a result of this project.
X 4�/
4) The proposed project must be consistent with all applicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason
County Shoreline Master Program.X �
5) The surface of floating structures shall be a minimum of eight inches above the surface of the water. X
6) 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
X 800-6 . 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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7) 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
Xepa�n pr or to any further inspections being performed or approvals granted.
8) Owner/Agen is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
X �I
9) 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
rremova��approved documents will result in failure of required building inspections.(
BLD2007-01194 Please refer to the following pages for conditions of this permit. 2 of 3
10) . 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
permcLL�—
X
11) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
X ordinance oreg Iti n, must be reviewed and approved by Mason County prior to construction.
12) 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
Mason County ordinances and building regulations.
X
13) 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 aperiod not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
(older have prevented action from being taken. No more than one extension may be granted.
14) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
X nnector�d lashing. Install metal connectors approved for contact with the new types of pressure treated material.
15) This parcel 1:5 in a smoke management zone. Please contact a fire warden at(360) 427-9670 ext. 459 for further information.
This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time 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 progress inspection.The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to
the above described property andstructure for review and inspection.
OWN ER OR AGENT: f/y�7L�'�'n� �� DATE: O
BLD2007-01194 Please referto the following pages for conditions of this permit. 3 of 3
co
1
o CONCRETE MECHANICAL MANUFACTURED HOME >
o Date By C.
Footings I Setbacks Gas piping Ribbons
o Interior Date By Interior-Date By Date By Z
Exterior Date By Exterior-Date Sot-
INSULATION � ?
Point Load I Isolated Footings Date By
BG 1 SLAB INSULATION 0
Date By Data By FIRE DEPARTMENT 0
Foundation Walls Floors Date By 0
Date By. Data By DECKS _ Z
FRAMING Walls Date By
Date By Data By PROPANE TANKS
PLUMBING vault Date By
Date By OTHER
Groundwork Attic
Type,
Date By Date 8y Data By
D.W.v DRYWALL Type.
Date B InL Brace Wall Date By W
v y date By FINAL INSPECTION 0
Water Line Fire Seperation N
Dale By Date By Data _ BY %'f O
� V
Pass or Request Inspect. o
s Type of Insp. Fail Date Date Done By Comments
o %✓�9C. /L 7--09 L 09 ;'CF:*-2 v�c-,E,O .,✓�.
v
W
N
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8
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Case Activity Listing 12/8/2008
12:00:18PM
Case #: BLD2007-01194
i�
Assigned Done
Activity Description Date 1 Date 2 Date 3 Hold Disp To By Updated Updated By
BLDA920 Miscellaneous Action 12/8/2008 None DONE RTB 12/8/2008 RTB
rec'vd letter(and check)from owner requesting inspection but float is now 200'out in canal I am routing inspection request to Phyllis and will instruct inspector to bring binoculars to attempt to verify size of
float,pressure treated decking,and that float is min.8"above water as per planning condition I left message for owner informing him of what we are doing 12-8-08 RTB
�S c
Page 2 of 2 CaseActivity..rpt
Case Activity Listing 12/8/2008
Case 9: BLD2007-01194 12:00:18PM
1T
Assigned Done
Activity Description Date I Date 2 Date 3 Hold Disp To By Updated Updated By
BLDA010 Application Received 6/29/2007 6/29/2007 None DONE KKK 6/29/2007 KKK
131-1313130 Planning Review 6/29/2007 7/6/2007 None DONE REC REC 7/6/2007 REC
BLDB110 Building Plan Review 6/29/2007 7/16/2007 None DONE MAL 7/16/2007 MAL
Done and sent to case manager,MAL 07/16/2007
BLDA800 Documents Received 9/10/2007 None DONE CMH 9/10/2007 CMH
Letter of Permission rec'd from CORPS of Engineers-placed in parcel file.
BLDA 100 Approved for Issuance 9/10/2007 None DONE CMH 9/10/2007 CMH
Notified contractor.
BLDA500 Issue Building Permit 9/10/2007 None NJP 9/10/2007 CMH
BLDA540 Print Inspection Card 9/10/2007 None NJP 9/10/2007 CMH
BLDA985 LTR-Notice Final Inspection 11/12/2008 None DONE RTB 11/12/2008 RTB
letter sent due to inactivity 11-12-08 RTB
BLDA985 LTR-Notice Final Inspection 11/24/2008 None DONE RTB 11/24/2008 RTB
letter sent due to inactivity 11-24-08 RTB
BLDA900 Telephone Call 12/2/2008 None DONE RTB 12/2/2008 RTB
spoke to amy leitman she will have owners send check and letter requesting inspection 12-2-08 RTB
Page 1 of 2 Casenctivity..rpt
1pMason County Dept. of Community Development
Mason County Bldg. 3
426 W. Cedar
P.O. Box 186 (360) 427-9670 Local (360) 482-5269 Elma
Shelton, WA 98584 (360) 275-4467 Belfair
r to Notice to Obtain Final Inspection
November 24, 2008
GORDON KAUHANEN
11170 E SR 106
UNION WA 98592
Case No.: BLD2007-01194
Parcel No.: 322251400030
Proiect Description: Moorage Float
The Mason County Department of Community Development is currently reviewing all
permits that are expired and have not been approved for occupancy and use.
Pursuant to Mason County Code, Title 14 Building and Construction, a permit and
final inspection for this type of activity is required under the 2006 International
Building Code or the code your permit was issued and your property is currently in
violation status of occupancy and use.
Please contact our office to make the necessary arrangements 21 days from
the date of this letter. Failure to contact our office to make the necessary scheduled
inspections will result in enforcement actions.
To bring your site into compliance, you must schedule an inspection. One (1) $68.00
site investigation fee will need to be paid prior to inspection along with any
outstanding fees currently due on your building permit. For every inspection required
after that, you will be charged $68.00 again, per inspection until final inspection and
conditions are met.
To schedule an inspection, please call (360) 427-9670 ext. 262.
If you should have any questions regarding this notification, please contact me at
(360) 427-9670 ext 595.
Sincerely, ,� 0
Rich Todd Balderston
Mason County Department of Community Development
Cc: Property File
November 24, 2008 BLD2007-01194
MASON COUNTY PERMIT NO.
BUILDING PERMIT APPLICATION C[ C�
426 W. Cedar • P.O. Box 186, Shelton, WA 98584 ll
Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269
_ On the web www.co.mason,wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner JEDWjNk.S&K-V G0 DEr+ &&yj,'ki� d Company Name L.AkIi .W.HO"-C-Oht 5TRL4C7-/Od
Mailing Addre+,s_J l(e�&6f gD, Mailing Address F.0• o /0
City I' :� State C_Zip Code A3 9 d city_$EI,fArI t2 State � Zi Code
Phone $3i 31a!��_Other Ph. Phone(,3(od�a} ^�i00 Other Ph.
Lien/Title Holder.`�AME_ Contractor Reg. # 6495c*13751A Exp. M
E mail address E Mail Address
Drivers Lic. # DOB Drivers Lic.# DOB
SEPTIC/WAXER SYSTEM INFORMATION - Connect to New Septic. oYI(A — Existing Septic
Connect to Water System Name of Water System
Well Water System Name of Water System
PARCEL INFORMATION - 12 Digit Parcel 7 - 008,3n Fire District
Legal Descript on.-Sid 14 , 5&C. 30 , I clol 14 1 2 0,V TR 3 OF LbT- I C T L .
Site Address (Plea::;e include street name, street number and city) //I 5-O Se /O(o (A Alf oA/
Directions to site_.AFP120Xi M/-_1_ L-/ ONE M t LE TVA/ OF TWF?F JC)I F �ii Ad �Ffi2�
Will timber be cut aid sold in parcel pre oration?Yes N
Is property within 200' of Saltwater _Lake River/Creek Pond
Wetland ---Seasonal Runoff Stream Slopes or Bluffs ] 15%
Is this perml't submittal the result of a Stop Work Notice, Correction Notice or other enforcement action?Ye No
TYPE OF J(7B New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL
Use of Building Describe Work__M0oi2ArG-V_ 17-LOA-r
No. of Bedrooms No. of Bathrooms Square Footage- 1st Floor 2nd Floor
3rd Floor—._-__._Basement Deck O Covered Deck Other Sq. ft.
Garage Attached Detached Carport Attached Detached
MANUFACTURED HOME INFORMATION - Make9144 Model Year
Length -_Wirth Serial No. No. of Bedrooms No. of Bathrooms (�
Type of Heat. —, Purchase Price$ Replacement Unit? Yes/No 0
Installer Name; _ Certification No. t
OWNER/BUILD'=R A,-knowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of C such is by signatL:re be ow.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this r
permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is
required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained
permission from tliem to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information <
provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection; <
PROOF O CON i1N4AT10N�OF WORK IS BY MEANS OF A PROGRESS INSPECTION. (�
X-- I",�L_� Date- r;.lo7 C.nmE In
Owner, Own�3rs Representative/Contractor (indicate which one
FOR OFFICIAL USE: BEYOND THIS POINT Accepted b Date -O 1
�._.., V
DEPARTME5TAI. REVIEW APPR(O ED DENIED NOTES
Building Department
Planning Department M
Environmental Health Department
IN
Public Works Depa tment c�
Fire Marshal
S
Buildinq Permit Fee •— V, I'll, Site Inspection
Plan Review Fie EH Review Fee
Plumbing & Base Fae " Planning Review Fee
Mechanical &Base fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal o-
Valuation $ .-L TOTAL FEES
< 1
HOOD CANAL
APPROVED
MASON COUNTY DCD f 'AING
SITE PLAN REQUIRED TO F 3ITE
eCvk�NGES SUBJECT TO / /�AL
By — D:
0' 25' 50' 100,
I I I 1
200'
PROPOSED •
FLOAT
STRUCTURE
— 150'
78'
96'
— 100,
150'
EXISTING PIER,RAMP
AND FLOAT — 50'
All dimensions
are approximate
85'--�
NATURAL SHORELINE
t—
SR 106
BENT AND KAUHANEN FLOAT PROJECT
SITE PLAN
08/16/06
PURPOSE:On water recreation APPLICANT:Bent/Kauhanen PROPOSED:New moorage float
DATUM:MLLW REFERENCE#: IN:Hood Canal
NEAR:Union
ADJACENT PROPERTY LOCATION: 11170 SR 106 Union, COUNTY:Mason STATE:WA
OWNERS: WA 98592
1. Lyle&Helen Stokes NE'/4,Sec 22,T22N,R02W SHEET 2 of 3
2. Willittt&Annette Simmons Lat:N47.36982°;W 122.99396°
DATE:August 24,2006
2' One of four
4E existing piles
Bent and Kauhanen 22' one-foot Grating g Depth ranges from
Moorage Fiota
-5.0' to -8.0' In
.� the float area
6'
IE 5':m 15'----�I .
TN
0' 5' 10'
Approximately 78'
PURPOSE:On water recreation APPLICANT:Bent/Kauhanen PROPOSED:New Moorage Float
DATUM:MLLW REFERENCE#: IN:Hood Canal
NEAR:Union
ADJACENT PROPERTY LOCATION: 11170 SR 106 Union, COUNTY:Mason STATE:WA
OWNERS. WA 98592
1. Lyle&Helen Stokes NW'/4,Sec 22,T22N,R02W SHEETS oF3
2. William&Annette Simmons Lat:N47.36982°;W122.99396°
DATE:August 24,2006
Existing pier,
ramp and float>
structure 100' to
beginning of
pier
l"
SO
gi
'
Y
W„
r Jf
W
Z
O, QrtiF
o
rid
Shad•Bea
PR03ECT LOCATION
I / , 2So
°o
k�
PURPOSE:On water recreation APPLICANT:Bent/Kauhanen PROPOSED:New Moorage Float
E WINDSTAR R� DATUM:MLLW
c- REFERENCE#: IN:Hood Canal
NEAR:Union
ADJACENT PROPERTY LOCATION: 11170 SR 106 Union, COUNTY:Mason STATE:WA
OWNERS: WA 98592
1. Lyle&Helen Stokes NW'/4,Sec 22,T22N,R02W SHEET 1 of 3
2. William&Annette Simmons Lat:N47.36982',W 122.99396°
DATE:August 24,2006
v
Data use subject to license. m Scale 1 :24,000
o em ,xm ,em z.uo soon m
02006 DBLorme,TOpO USA®6.0. ��+(+�•r� �o mo +ao +oo +ao ,000
1"=2,000.0 ft Data Zoom 13-0
x
m
v�
n
O
0
m
TYPICAL PIER/RAMP.ZFLOAT SIDE VIEW
w CHAIN LINK FENCE FLOAT STOPS
cu ON ALL FLOATS
c� 34' ALUMINUM RAMP PILINGS
0
b � � Highes
0 n Possibl
0
CL Ramp Hinge Level Line Tide +
FIXED PIER —MHHW — •— • —
d a' 20'
—MHW —
p 10 14' Max.
CLASS B CHEMONITE PILE Elevation Normal tide change
Change
^ o
MLLW 0.0
SCALE BAR
Ua 0 10
I�
Reference: NONE
8 Pq a. . 5 so Purpose: Residentail recreational
pier, ramp, floats.
ABLI�tS} in Fairly Protected Areas.
Design Criteria Materials:
Q _ 0 Live Load Pier: 40 PSF Piles: ACZA treated, class B Doug Fir
Dead Load Pier: 10 PSF Stub Piles: ACZA treated, class B Doug fir
Hind load: 80 MPH exposure D Floats: ACZA framing lumber, floatation is
0 0 4 4 O 34371 Live Load Floats: 26 PSF polystyrene foam enclosed in polyethylene
¢ Ic'f �Ci resin shells
S`SI0NAL Pier: ACZA framing lumber, galvanized
F
farrtenings
$ EXPIRES t 1/09/ Ramp: prefabricated aluminum
This Design to Good 'Through 12/30/05
TOP VIEW
STEEL "L" 4'X6"X5/16"
GALV. CONER CLAMP (TYP)
4x12 PRESSURE
TREATED HEADER BEAM
4x4 PRESSURE
TREATED POSTS
(TYP-)
2'-0'
1/2" DIA.x5" GALV. STEEL
BOLTS
4x12 PRESSURE
TREATED JOISTS
(TYP
4x12 PRESSURE 8x8 PRESSURE
TREATED STRINGERS TREATED PILE CAP
(TYP.)
1/2" DIA.x10" GALV. STEEL
LAG BOLTS (TYP.)
W12" DIA. CLASS B
CHEMONITE PILE
Reference: NONE Design Criteria ��,1'0 WA
Purpose: Residentall recreational Live Load Pier. 40 PSF
pier, ramp, floats. Dead Load Pier. 10 PSF Q C/I _ x
in Fairly Protected Areas. Wind load: 80 MPH exposure D
Materials: 0 34371
Piles: ACZA treated, clash H Doug Fir �I���y�
Stub Piles: ACZA treated, class H Doug fir `SI0NAL
Pier: ACZA framing lumber, galvanized
fastenings
CEXPIRES 1 1/09/This Design is Good Thro4b 12/30/05
[
REVIEW INFORMATION 100%CompWe DESIGN INFORAIATxNd
iHEET ID CODE Lake Shore Construction RE�IEVV N: OWNER
PIER 0ntours & rE
UAIE SEMI IO 1M:VlEw[R_
Typical Pier Design oncepts AC,: —� --
ngineering �: �
PIER - BULKHEAD VIEW
6' WIDE PIER-TYPICAL
N.T.S 2x6 TOP CAP 4x4 PRESSURE
2X4 (TYP) WITH TREATED POSTS
3/8"x6" GALV. LAG 8' O.C. (TYP.)
CHAIN LINK FENCING
2" SQUARES MAX.
6'
PT 2x6 DECKING 2' WIDE GRATING PT 2x6 DECKING
12"x8" GALV. 4"x12"
BOLTS (TYP) P.T. STRINGERS
Top of bulkhead
At the landward end of
the pier, the four stringers
rest on the bulkhead and
are secured with the
four angle brackets
MUD LINE
Reference: NONE Design Criteria ��'�'o WAsB,�d
Purpose: Residentail recreational Live Load Pier: 40 PSF
pier, ramp, floats. Dead Load Pier: 10 PSF q � x
in Fairly Protected Areas. Rind load: 80 MPH exposure D
Materials: 34371
Piles: ACZA treated, class B Doug Fir -is
Stub Piles: ACZA treated, class B Doug fir `SIGNAL
Pier: ACZA framing lumber, galvanized
fastenings
EXPIRES 1 1/09/
This Design is Good Through 12/30/05
REVIEW INFORMATION 100%Colnplele DESIGN INFORMATION
SHEET ID CODE Lake Shore Construction REVIEWER: OWNER PROJECTIO[WW.An10NN
0ntours & FILEN E;
PIER DATE$EN!TO RENEW ER:
Typical Pier Design 0ncepts •�T AcroN
SHEET No. ngineering DE ED oRD ;
PIER END VIEW
6' WIDE PIER—TYPICAL
N.T.S 2x6 TOP CAP 4x4 PRESSURE
2X4 (TYP) MATH TREATED POSTS
3/8"x6" GALV. LAG S' 0,0. (TYP.)
f- CHAIN LINK FENCING
2" SQUARES MAX.
6'
PT 2x6 DECKING 2' WIDE GRATING PT 2x6 DECKING
1/2" DRIFT
GALV. PINS (TYP.) 4"x12"
BOOLTSLTS (TYP) P.T. STRINGERS
8"x6" CAP P.T.
10"-12" 1/2" x 16" DRIFT
CLASS 8 CHEMONITE PILE PINS (TYP.)
X
C4
E
MUD LINE I
I I E I
i I I I
I
10' or Refusal using
I Hammer capable of
I I 20,000 Ft Lb Capacity j E
6' Min. Penetration
I I I I
i I I I
Reference: NONE Design Criteria ���'o WA
Purpose: Reeidentail recreational Lie Load Pier: 40 PSF
Dead Load Pier: 10 PSF
Pier, ramp floats.
in Fairly Protected Areas. Wind toad: 80 MPH exposure D
Materials: 34371
Piles: ACZA treated. class B Doug Fir e ls't ti
Stub Piles: ACZA treated. class B Dons fir s�0NAL
Pier: ACZA framing lumber, gatvanized
fastenings
EXPIRES 11/09/
This Design is Good Tbroush 12/30/1
f;EVIEw wFORMA"ON too x Gam•• DESxH iNFORMA a
SHEET ID CODE Lake Shore Construction p� RE+ntEWEk OWNER PV4ACT IOmrfrAnm M.
PIER Ontours (?C FIIE"M1i:
O.TE
OfiCepiS .NT TO RE�I6YER:
Typical Pier Design kT� AC"
�ingineenng roo
Materials: Phone:360438-0'
Piles --13 ACZA treated, class B Doug Fir Lacey, Wa
Stub Piles: 4 ACZA treated, class B Doug fir Contractor
Floats: 2 ACZA framing lumber, floatation is Lakeshore Const.
polystyrene loam enclosed in polyethylene B l P.O.
Box
ir, 1058
98528
resin shells Phone:360-275-50:
Pier: ACZA framing lumber, galvanized
fastenings
Ramp: prefabricated aluminum
Nsign Criteria
Live Load Pier. 40 PSF
Dead Load Pier: 10 PSF
Wind load: 80 MPH exposure D
TYPICAL 20 FLOAT SECTION TOP Live Load Floats: 25 PSF
N.T.S TOP
x 0 T U11 LY 4'x8' ANGLE GALV.
FLOAT
U
ALL 48
T U FLOAT RU 2' WIDE GRATING SUPPORT /STRINGERS
6 AT ON ON EACH EDGE BY 1/2 OF
4x8 STRINGER
FLOAT DR U RAtAF LY
1 2'x4' GALV.BOLTS
2'x6' SLEEPERS PER ANGLE
2"X6" DECKING ti�1'o WA �ds
N.T.S
3/8'x4' GG 2'x6' #1 DECKING A O
(TYP� END
4"xB' P.T. }, 3437_1,�q
Molded
PVC drums 1 2'x18' GALV. BOLT AL
filled with (TYP.) o
polystyrene 2'xe' SLEEPERS s/ SHEET ID CODE
EXPIRES 11/09/ D
PILING HOOP
(
3/4" PILING
BOLTS BOLTS
4"X 8"
- -� STRINGERS
PILING
2"X 6" DECKING
PILING
HOOP
5/8" BOLTS
3/4„ -
BOLTS
4"X 8" FLOTATION
BLOCK
12"
BEACH
Typical float stop details