HomeMy WebLinkAboutSHR99-0048 - SHR Inspections - 3/17/2000 . L
Geiger Golsen Hcrndwn Liao Engineers RC New York/8eUinghom
17 March, 2000
Mr. John Wasilewski
Mantle Industries, Inc.
1100 Yew Street
Blaine, WA 98230
Subject: Mantle Industries, Residential Ramp Design GGHL#200808.15
Mll drawing #91-175
Dear John:
Per your request, we have performed additional calculations for the residential ramp
design originally reviewed in our letters of 5 October 1992 (GGHL# 91827.01), 12
January 1996 (GG HL# 96810.01), and 11 December 1998 (GGHL# 98808.85). These
calculations along with the original 1992,1996, and 1998 calculations verify the ramp
design will be adequate for the following design criteria:
Live Load: Per Schedules Below
Wind: 60 mph. UBC 1997, Exposure "C"
Utilities: NIA
Guardrail: 20 plf lateral per UBC 1997 (table 16-B)
Aluminum: 6061-T6
Welding: 5356 Filler Alloy, All Welding Performed by WABO Certified Weldors.
Shore Mounts: All calculations assume that adequate foundations, shore mounts,
and landings have been provided to support the gangway ramp.
Configuration 1 THESE PLANS MUS,r BE
ON THE JUB SITE
Top Chord: 2" schedule 40 pipe FOR INSPECTION.
Floor Beams: Angle 3" x 3" X 1/40
Other Members: Per MII drawing #91-175
Maximum Dimensions and Loads: 4' wide x 32' span, 40 psf max live load
i
CHAUEo
SUBMIT CHANGES FOR APPROVAL
PRIOR TO PERFORMING WORK
1215 Cornwall Avenue Bellingham WA. 98225-5020. lei 360.734.7794. lax 360 734 7399 email maiWgeigereng,noers con?
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Mr..John Wasilewski Page 2
Mantle Industries, Inc. 3/17/2000
Residential Ramp 2000 Update
Configuration 2
Top Chord: 2" schedule 80 pipe
Floor Beams: Angle 4" x 4" X 1/4"
Other Members: Per MII drawing #91-175
Maximum Dimensions and Loads: 4' wide x 40' span, 40 psf max live load
4' wide x 32' span 60 psf max live load
5' wide x 24' span 60 psf max live load
3' wide x 24' span 100 psf rnax live-load
4' wide x 20' span 100 psf max live load
Note: Additional L 3 x 2 x 3/16 angles (LLV) centered between floor beams mus
be used to support decking for live loads over 60 psf.
We hope that the above information meets your needs, If you need any further
information or have any questions, please do not hesitate to call.
Yours very truly,
Geiger Gosse amilton Liao Engineers PC
OS. NST
0 WAS O
Crai . Funston, P.E.
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8UE3MIt1"OR APPROVAL
PRIOR To PERFORMING WORK
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\ PROPOSED PIER,RAMP VACANT
AND FLOAT SYSTEM
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100'oA 6.5'x 7.5' _ i. VICINITY MAP
` (PLATFORM EXIT 1 IN°(� I\ q NOT TO SCALE
O BEACH ACCESS STEPS ` "[' '
PL
\ LAT: N 47.21.456'
��' \\ oQ� 115.'Total Width LONG: W 123.00.883' GPS
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Q \,P` OIF'ECTIOIJS Tp SITE'
('��Q Q X157/NCB h Q VP FROM THE WEST;
DWEC!,d'o BU KLHEADON 38 �P o�o0 �. APPROX, 4.25 MILES
TO SITE 014 LEFT.
LOOK FOR LARGE PINK HOUSE ON LEFT
g Q �17 O m yp� THIS PROJECT IS IMMEDIATELY EAST OF
THIS HOUSE.
�7 Z m � FROM THE EAST;
_ 40 2.0 MILES FROM THE TWANOH STATE PARK
Irv- Z = RAMP AREA TO SITE ON RIGHT,JUST BEFORE
' �� D ` LARGE,PINK HOUSE..
LITTLE PARTS TRACTS
C r
�1 .'Total width+I_ REFERENCE: 1999-1-01671 WATERWAY: Hood Canal
w. Peckenpaugh,Jack&Joan NEAR: Union
'Z Cn PROPOSED: Install pier, ramp,floats COUNTY: Mason
m "1 PURPOSE: Private recreation STATE: WA
�l co LOCATION: 9890 E Hwy 106 ADJ. PROPERTY OWNERS:
TO UNION
m PECKENPAUGH SITE PLAN Longitude: 1230 00'05" 1. BA&A Thomas
` DWELLING APPROX. SCALE Latitude: 470 13'27" 2. WJ& HL Leggett
ec.36,T.22N, R.3W REVISED: 6 February 2002
\ TUM: NOS PAGE 1 OF 3
Documents aKactted to approved plans. �� r C
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YATE/FtEtiroENTlu GANGWAY
NEARS S I SYS I E M TO EAST-OVF R 5W'
NEARES?'SYSTEM TO WEST -300 ' .i- PLAN VIEW
PIER PILINGS F(LLIQ T PIILINGS - ')
STRINGERS (TyP) CAPS (TYP)
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DECKING (TYP)
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NATURAL VEGETATION a00- f� O
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ER IS TO BE CANTILEVERED AND SECURED TO CONCRET[ BLOCKS POSITIONED
'0 UPLAND BANG SO FAR AS TO AVOID LINE OF OHW AND MFIHW.
f 15' Tf
OHWM -MI*IWM
Yoe
SCALE. 1' = 10'
REFERENCE: 1999-1-01671 LOCATION: 9890 E Hwy 106 NEAR: Union
Peckenpaugh,Jack&Joan Longitude: 123'00'05" COUNTY/STATE: Mason,WA
PROPOSED: Install pier, ramp„ Latitude: 47' 13'27" WATERWAY: Hood Canal
floats Sec. 36, T. 22N, R. 3W DATUM: NOS
PURPOSE: Private recreation REVISED: 6 February 2002 PAGE: 2 of 3
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_ MAY 2 02002
A M C n d S u-% gd ZC COMMUNITY
�EVEI.OPt
Ll rV ppi,(:2-1
I K5 S —e,
rlc�cv -trac� i.
Linda M. Gilbreath
Permit Agent
2361 E. Phillips Lake Lp. Rd.
Shelton,Washington 98584
Telephone 360/427-5867 E-MAIL: Igpermit@hctc.com
Fax 360-427-5867
19 May 2000
Mason County Building Department D R
ATTENTION' DANA E E J VE [D,
Post Office Box 186
Shelton, Washington 98584-0186 MY222mo
Re: Case #SHR99-0048 (MISC) ASZJAgf�
Peckenpaugh, Jack and Joan UNTO
Dear Dana;
I called the office today and spoke with Kelly Mayo regarding the disposition of
the project application noted above. He informed me that a condition for
approval would be the inclusion of stamped, engineered specs of the ram to be
pp p 9 p P
supplied for the project.
have enclosed a copy of the Mantle Co. specs for your perusal and attachment
to the building permit application. Once you receive them and determine that
they satisfy your requirement, please approve the application for issue.
Please note that my mailing address has been changed since the application
was submitted. My new address and contact numbers are shown above.
Please ask that General Services contact me directly when the file is complete.
Thank you.
Please contact me should you have any questions, comments or further
instructions.
Si erely, _ p Linda M.Gilbreath,Permit Agent
, '/A cSlzo'tELinE /e�a¢irze �onstuteEion �ezmiE cSezvieEs
Linda M. Gilbreath, P.A.
•i'iersI<iaL
•hoatRamps 'Moorage
Enclosures •Buoy System. •I'ilings
HOME 2361 E Phillips Lk.Lp.Rd.
OFFICE&FAX 360-427-5867 Shelton,WA 98584