20090242 Permit Pkg 121109City of Yelm
Community Development Department
Building Division
Phone: (360)458-8407
Fax: (360)458-3144
Applicant
Name: STABLE SYSTEMS
Address: PO BOX 477
TENINO WA 98589
Property Information:
site Address: 15621 92ND WAY
Permit No.: 20090242
Issue Date: 12-11-2009
(Work must be started within 180 days)
Phone: 360-264-8200
Owner: TYPE CURRENT OWNER
Assessor Parcel No.: Subdivision:
Contractor Informaton:
Name: STABLE SYSTEMS Phone
Address:
PO BOX 477
TENINO WA 98589
Contractor License No.: STABLS1053R2 Expires: 2/14/2010
Project Information:
Project: BUILDING
Description of Work: DETACHED GARAGE 24X30
Sq. Ft per floor. Heat Type (Electric, Gas, Otherj:
First
Second
Third
Garage 720
Basement
Fees
Item Contractor
BUILDING STABLE SYSTEMS
TOTAL FEES
Applicant's Affldavlt:
I certify that I have read and examined the information contained within the application and know the same
to be true and correct. I also certify that the proposed structure is in conformity with all applicabb City of
Yelm regulations including those governing zoning d land subdivision, and in addition, all covenants,
easements and restricti of record. If applyi a contractor, I further certify that I am currently
registered in the S of Washin~y'
Lot:
Fees
$ 852.86
S 852.88
OFFICIAL USE ONLY
>Y Sets of Prirrts:
Final Inspection:
Date:
By:
City of ~el~o
c. ;yJ> 4~8-84U~
i~CA: f~0154.
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33.()O~D4 ~IILD~~.8f,CR TS
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;TAAi.E SYSTEMS
l~kl. ~1D WAY
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~IDERED: a5?.9b Ct~~.
CITY OF YELM
• RESIDENTIAL BUIU7ING PERMIT APPLICATION FORM
Project Address: ~ ~ ~ 2_/ •Zy ~y ///~ y Parcel #:
Subdivision: Lot #: /Plan #: Zoning:
New Construction Re-Model / Re-Roof /Addition Home Occupation Sign
Plumbing Mechanical Mobile /Manufactured Home Placement Other
Project Description/SCOpe of Work: `
Project Value: ~~~
Building Area (sq. h) 1" Floor'~~ 2n° Floor~_ Garage ~ Oeck
Basement /Carport Patio
# Bedrooms # Bathrooms Heating: GAS/OTHER or ELECTRIC (Circle One)0
Are there any environmentally sensitive areas located on the parcel?
Kyes, a completed environmental checklist must accompany permit application.
•
CITY
Copy of mitigation agreement with Yelm Community Schools, if applicable.
1 hereby certify that tha above Information Is eorred and that the constructlon on, and tM occupancy and the use of t
above described property will be In accordance with the I es and regulations of the State of Washington and th
City of Yelm. ~ -
/~ ~ -~5'
Ap Ic 1 lure Date
r o ctor I Owner's nt !Contractor's Agent (Please circle one.)
All its are non-transft~able and will expire if work authorized by such permit is not begun
w' in 180 days of Issuance, or if work is suspended or abandoned for a period of 180 days
•
!OS }'elm At~en-te Heat (360) 158-.?833
}'elm, tiA 98397 (360) I58-3141 FAX
mutr.ci.ve/nt.u•a.tttr
Building Site Proposal ~ 15621 92nd Way S.E. Yelm, WA
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Property is adjacent to Yelm Creek (a3 planned development Huntington Green off Crystal Springs Rd. . ~ ~ F c rc C j`
Lot # 13 looking West at the property from the front yard measures: ~ ~ ~ ~ ,
East - 92.53 ft. wide in at firont yard,
North - 183.52 ft. long front to back on the right side, ~ a P P P C
West 100 ft. wide at back (at and along the creek), _ ,/ ~'
South - 243.32 ft. long on left side ~ -
From Centerline of Yelm Creek is a 50 ft. natural buffer per dashed line. ~ -
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100 year high water mark. The elevation number 320 on the map corresponds with 15621 92"d Way.
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10/12/2009
To: John Rowland and Associates
From: Jim Phillips
15621 92id Way S.E.
Yelm, WA 98597
Re: Elevation Preview for Gan3ge Building Proposal at 15621 92"d Way SE
Dear Review Members
Upon your request for data and information regarding elevation at the proposed building site (a~ 15621
92"d Way S.E, the following has been prepared. Once again, the building being proposed is a simple
20 x 30 foot (non residential) gan~ge. The plan is to side the building with concretions, water resistant
siding (hardy plank). "Green-board" (water resistant drywall) is planned for the first 4 feet inside and for
4 feet up, the insulation inside the walls will be water proof polyethylene foam sheet.
In addition, eleven years ago when we moved in the back yard was weeds and gravel. We brought in 20
yards of soil for a garden, 6.0 yards to create a platform for creek and pond with a 2.75 foot rock wall
and an additiona130 yards of soil to level and prepare the back yard for lawn. This raised the elevation
where the building is proposed and made it level.
There are four unique maps (multiples of differing scale) including, an elevation graph, a couple of
transparencies and acouple of ortho-graphics of the property included in this packet. The maps are; a
City of Yelm flood map; a Thurston County Geo Data topographicJstreet map of Crystal Springs and
Canal Road; a USGS National Elevation Dataset Map; and a Federal Emergency Management Agency
(FEMA) topographic map of Yelm showing elevation and a suggested 100 year high water mark.
Three of these maps show that at Latitude 46 57 15.74 N and Longitude 122 36 29.54 W, a point at
street level on the South East Corner of the property is at elevation between 326 and 326.1 feet (see
maps). Google Earth Maps are also within range.
Using the 326 foot benchmark calculated at the street, masonry cord was stretched tight and leveled to
supports every 50 feet starting at the street from the SE comer to the rear of the property at the SW
comer of the property. Depths were measured from this reference line beginning at the street and plotted
at 5 foot intervals along this length.
This data was used to plot the graph (enclosed) showing that the area proposed for the building is either
above or just at the 322 foot level beginning at the front to around 23feet 6 inches to the rear of the
building at 22 feet 8 inches. So as to accurately compare the flood zone to the proposed building site
the elevation graph was created using 1 inch increments.
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More over and for comparison and consistency, another reliable source was used to determine the
elevation for the proposed building site. A current FEMA flood map published on June 16, 1999 was
referenced at 15621 92"`~ Way to show a presumed 100 year flood level to be at 320 feet, which is 2 +
feet below the 322 + foot elevation proposed for the building site. A copy of this topographic map was
enlarged to conform to the same size as the site plan map and made into a transparency so as to judge
what topographic level the building would stand at. As the map shows, which corresponds to the
measurements, the building would be with-in the 323 and 322 foot elevation shown.
In discussion with the contractor during a recent on-site review, his indication was that after footings
were dug and gravel fill added, plus the concrete itself, the actual building height would end up being
higher than grade by almost 1 foot.
I want to thank you all for the time and consideration you have given to review this proposal. My
sincere hope is that I have provided you with all the necessary information you need to give me and m}'
builder the approval to proceed, allowing me the opportunity to fulfill a longstanding goal of mine.
Sincerely
GiG~~ZOJ
James Phillips
2~ I'.tge
STRUCTURAL NOTES
General Notes:
ThesP..stfu~~ti~ral notes supplement the drawings.
All construction shall conform to the applicable portions of the latest edition of the International Building Code
except where noted
Design Criteria:
1. Live Load = 40 PSF (Floors)
= 40 PSF (Decks)
= 25 PSF (Snow)
2. Dead Load = 15 PSF (Roof)
= 12 PSF (Floor)
= 10 PSF (Walls)
= 150 PCF (Concrete)
3. Partition = 10 PSF (Floors)
4. Wind = 2006 IBC Exposure B @ 85 mph
5. Earthquake = 200616C
Site Class = D
Design Cat. = D
Use Group = I
R = 6.5
Ca = 4
W° = 3
6. Soil = 1500 PSF, Assumed bearing capacity
Concrete 6 Reinforcing Steel:
1. All concrete work shall be per the 2006 IBC Chapter 19. Tolerances shall be per IBC Chapter
19, Section 07. Mixing, placement, and inspection shall be per Sections 03, 04, 05, and 06.
2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans.
3. Concrete shall be in accordance with ASTM 150.
f'c = 2500 PSI @ 28 day
slump = 4" maximum, 6% Air entrained.
Steel:
1. Anchor bolts shall be ASTM A307 and will have a 3x3x1/4" plate washer.
Carpentry
~ FILE
1. 2X structural framing shall be #2 Douglas Fir.
4x structural members shall be #2 Douglas Fir.
6X members shall be #1 Douglas Fir.
2. Provide solid blocking in floor system below all bearing walls and point loads.
3. 2X joists shall be kiln dried and stored in a dry area prior to installation. The moisture content
of all wood shall be less than 15%.
4. Floor joists shall be by Boise Cascade or other approved manufacturer. Joist to be installed
and braced per manufacturer's requirements.
5. Roof trusses shall be by apre-approved manufacturer and constructed according to the
specifications of the Truss Plate institute. Truss shop drawings must be stamped by a
licensed engineer and be on site at the time of construction. Preliminary truss drawings must
tie reviewed prior to construction.
Truss manufactures are responsible for all bracing of the trusses including end wall bracing
and all other bracing betwe,Rn the building and the trusses unless specifically shown
otherwise on the drawings.
6. Glue laminated beams shall be 24F-V8 for cantilevered or continuous beams and 24F-V4 for
simple spans.
(Fb = 2,400 PSI)
(Fv = 190 PSI)
(E = 1,800,000 PSI)
(FcL = 650 PSI)
7. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue
laminated beams shall be cantilevered for U480. See the framing plans for any exceptions.
8. Sheathing at roof and floor shall be laid with face grain perpendicular to supports and end
joints staggered 4'-0' on center. Provide 1/8' space at panel edges as required by panel
manufacturers. Floor sheathing shall be nailed 6" o.c. edges and 12" field with 10d's and roof
sheathing shall be nailed 6" o.c. edges and 12" o.c field with 10d's unless otherwise noted on
the drawings.
9. Block and nail all horizontal panel edges at designated shear walls.
Hardware
All connection hardware shalt be Simpson "Strong Tie". Connection hardware exposed to the weather or soil
shall be Veated as in steel above.
CAUTION:
PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONSRND BRACE PER TRUSS COMPANY
RECCOMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND
SHORING REG~UIRED FOR PLACING TRUSSES.
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