HomeMy WebLinkAboutDock - BLD Plot / Site Plans - 6/2/2022 RECEIVED
615 W. Alder SLLreet
LARRY SULLIVAN: VICINITY MAP and SITE PLAN at 90 N Sundown Dr. Hoodsport, WA 98548, #42318-50-00020
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PROJECT INFORMATION w
PROPERTY OWNER: Lawrence Jr. & Reko Sullivan NORTH - s o 0
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MAILING ADDRESS: 20631 SE 162nd Way
Renton, WA 98059-9072
70 N SUNDOWN DR c.
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81 N SUNDOVI
PROPERTY ADDRESS: 90 N Sundown Dr. v.
Hoodsport, WA 9848
_ - -- - __ 80 N SUNDOWN DR- -
PARCEL NUMBER: 42318--50-00D20 S THESE PLANS MUST B o
ON 7 I-iE JOB SITE
LEGAL DESCRIPTION: Lake Cushman #3 TR 20 PCL 2 FOR INSPECTION
of BLA#99-63 S 41174
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PROFESSIONAL ENGR: MET ENGINEERING, PLLC •c,�� w�.s0'i'�+ z
90 N SUNDOWN DR
1018 E. Wishkah St. `'��' coo o J
Aberdeen, WA 98520-2937 a
(360) 310-0270 c.
(360) 289-0958 b.
e-mail: SMorta@aol.com 3"0758
Contact: Steven P. Morta, P.E. �� �FCrST-
`SfONAl,
GEN'L CONTRACTOR- Integrated NW Construction, LLC
60 N. Lake Cushman Road, Suite 109 / _ Z` Z� 10 0 N SUNDOWN D R °-
P.O. Box 1008 C9 a 'I.10 N SUNDOWN DR
Hoodsport, WA 98548
Cell: (206) 310-4239 i;L�I E`J��E D F O R
CODE COMPLIANCE
Contact: Caralyn Valdeman, Owner �r ON COUNTY
BUILDI�-•1G DEPARTMENT
SHMAN
LAKE C SIDE)
(THIS SIDE) Larry Sullivan - Dock Design at 90 N Sundown Dr., Hoodsport, WA 98548 #42318-50-00020 NORTH 2
8" DIA. GLV PILES (4)
8' x 20' FLOATING DOCK w/ Rubber Rollers
ENGINEERING NOTES:
8' - 0" W E �
1. THE 2018 IBC AND APPLICABLE COUNTY BUILDING w
(4) GLV CORNER BANDING INSTALLED CODES APPLY `l
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- CHANGES 11
--- -!_ SUBMIT CHANGES FOR APPROVAL 2. ALL METAL BRACKETS TO BE GALVANIZED.
- - --- PR10R TO PERFORMING WORK S
-- - 3. STRUCTURAL WOOD MEMBERS TO BE PRESSURE
2 x 12's @ 24" O.C. DECK JOISTS TREATED.
w AND TYPICAL TREX DECKING .�1y 1 P. 1t�0
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ENSURE ALL WORK AS SHOWN HAS BEEN o
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Z 5. ANY CHANGES TO THESE PLANS TO BE OKAYED
00 STYROFOAM BILLETS (UN-ENCASED) -P, ,� 3"075$
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SUPPORTS BOTH FLOATING DOCKS BY THIS ENGINEER IN WRITING. ,c�� .�(_hTE �
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REVIEWED FOR
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D A. GLV PILES (4) LAND SIDECq
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p o L8' x 20' FLOATING DOCK 8' x 20' FIXED PIER
0 2x12'sx10' PT 19.2" 0.C.
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TYPICAL TREX 4 x 12 x 20' P.T BEAM TYPICAL TREX 2 x 12's RT x 10' @ 19.2" O.C. a
DECKING DECKING
8' - 0„ 11
8" DIA. GLV PILES 4 35" 20' - 0" 2' - 6" 20' - 0"
w/ Ruber Rollers EXISTING THIESE PLANS MUST BE — z
HINGED ON THE JOB SITE Elevation: 742' as
RAMP FOR INSPECTION W
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2 x 12 PT DECK JOISTS 19.2" O.C. ground level
Poured in-place Tx Tx 8' c�
concrete blocks to support z
glv steel piles. �`6 x 8 P T. BEAM Elevation: p e ation: 738
6 x 6 P.T POSTS LL
4 x 12 PT BEAM ' ' ENCASED IN z
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4 x 12 PT. BEAM CONCRETE' (TYPICAL)
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ALL STRUCTURES ARE EXISTING u-
Larry Sullivan - Dock Retro-fit at 90 N Sundown Dr., Hoodsport, WA 985489 #42318-50-00020) co
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LAND SIDE
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ADD FOUR (4) GLV CORNER BRACKETS
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- - CHANGES E
- - - - --- -- SUBMIT CHANGES FOR APPROVAL
-- - PRIOR TO PERFORMING WORK @c N
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- - _. - - - --- 6 75CM
o - - ----- -- -- ----- - - - - -- - EXISTING PILES (4)
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FLOATING DOCK (EXISTING) - °' o L-
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VIEWED FOR
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20' - 0' f',d1,-%SON COUNTY u' CO
BUILDING DEPART ME-i"
THESE PLANS MUST BE
ON T'�E JOB SITE
FOR INSPECTION `°
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ENGINEERING NOTES; a
Cut Existing beam where split, lift and 1. REPLACE 4 x 12 x 20' P.T. BEAM
brace to level, and install two 2x12s on
- outside of existing-beam; leave existing 2. REPLACE ANY 2 x 4's OR 2 x 2's THAT ARE BROKEN;
4x12 in lace THESE ARE USED TO SECURE THE STYROFOAM
p FLOATS IN PLACE (UNDER DOCK).
3. REPLACE METAL STRAPS IN TWO (2) LOCATIONS
.qtiN P. THATALSO HOLD STYROFOAM IN PLACE (UNDER
10 LAKE CUSHMAN DOCK). a
(THIS SIDE) 0)
q 4. ADD FOUR (4) GLV CORNER BRACKETS. a
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5. EDGE-WRAP COMPLETE FLOAT USING GLV HEAVY X
�� DUTY METAL STRAPPING TO HOLD FLOAT TOGETHER, Y g
O's� QF 0758 O w ESP, DURING HIGH WIND CONDTIONS.
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WASHIN'5TON STATE C31)EI Q
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SITE
COPY
CHANGES
SUBMIT CHANGES FOR APPROVAL
PRIOR TO PERFORMING WORK
Documents attphedto approved plans:
Site plan:_ ti5
plan review ch cklist: Pages_
Engineering. r15P Lateral ,Vertical
umber of pages
REVIEWED FOR
CODE COMPLIANCE
MASON EPARTM NT
BU LDI G .
ate THESE PLANS MUST BE
ON THE JOB SITE
FOR INSPECTION