2006, 11-17 Permit 06004713 Site Plan3 %" .THICK CONCRETE FLOOR
25
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t 1:4 14'
FORTH VIEW
Plan
1/8" 1'
NOTES FOR SECTION INN
St TYPICAL PURLIN,.SEE FLOOR,
PLAN FOR SIZE
TRUSS DESIGN BY OTHERS
0 2' X 6' @ 24' O.C., 10' . BAYS :.
2' X 6' @ 24' O.C., 12'. BAYS
DF-L 02 GIRTS FLAT Q 24' O,C,
0 CONCRETE FOOTING, SEE SCHEDULE
5c EXTEND POST TO TOP OF PURLIN
ROOF FASTENED TO PURLINS WITH
1 1/2' LONG WOODFAST .TEKS.
WALLS FASTENED TO:
GIRTS WITH 1' LONG
WOODFAST TEKS,
i
Gv7-rmR
1
BUILDING SPECIFICATIONS:
GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003. EDITION OF THE INTERNATIONAL BUILDING
CODE (IBC 2003), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED
FOR USE IN 40 PSF UVE LOAD, 85 & 90 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN GROUP C.
DESIGN LOADS - ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF*
CEILING LL = 0 PSF CEILING DL = 1 PSF
• ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION.
* MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF
MAXIMUM SOIL BEARING PRESSURE IS BASED ON SANDY GRAVEL AND/OR GRAVEL SOILS OF BETTER. LESSER SOIL
CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER.
CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psl, 4 SACK MIX FOR FOOTINGS. CAST IN
PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-92.
WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF-L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM
MOISTURE CONTENT SHALL BE 19X BY WEIGHT. ALL PURLINS SHALL BE MSR 2,4001-2.0E MINIMUM GRADE.
NAILING SHALL CONFORM TO TABLE 2304,9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER
23 OF THE IBC. ALL NAILS INTO TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL,
SILICONE BRONZE COPPER OR STAINLESS STEEL TREATED. WOOD SHALL CONFORM TO THE REQUIREMENTS OF
AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE
PLANS. ALL POST MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA
GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM
A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653
STRUCTURAL QUALITY (SQ), Fy = 80.0 ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED,
GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED,
GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING
TO THE MANUFACTURER'S RECOMMENDATIONS.
SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY
COMPACTOR TO.95X OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D.
TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE
OF' WASHINGTON.
TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF
TOP CHORD DEAD LOAD = 5 PSF
BOTTOM CHORD DEAD LOAD = 1 PSF
WEST VIEW
THICKEN EDGE OF FLOOR
25'
NORTH SIDE VIEW SECTION
OF POST FRAME BUILDING
1/4" 1'.
e.
SOUTH VIEW
CODE COMPLIANCE
CONSTRUCTION INFORMATION
NAME OF PROJECT: BOAT STORAGE BUILDING
BUILDING OWNER: CONLEY ENTERPRISE
STREET ADDRESS: 12614 E SPRAGUE AVE., SPOKANE VALLEY, WA.
ASSESSO.RS PARCEL NO: 45222.0313
LEGAL DESCRIPTION: OPPORTUNITY PTN OF TR 163 DAF; BEG AT THE NE COR OF SD TR; TH S ALG
THE E 1,N TO THE SE COR OF SD TR; TH W 136.43'; TH N 639. I' TO.A PNT ON TILE N LN OF SD TR; TH W TO
THE PCB. EXC THE N 190' THEREOF; TOGETHER Wm 1 THE E 120 OF THE W 498 OF SD TR 163
CONTRACTOR: WALLS CONSTRUCTION CORP.
CONTACT: AL WALLS (509) 534-3058
OCCUPANCY GROUP:
ZONING:
TYPE OF CONSTRUCTION : POLE BARN
NEW REMODEL X ADDITION
AREA: LAND SIZE = 137,572 SF = 3.15 ACRES.
HEIGHT OF BLDG: 18'
BUILDING SIZE: 900SF
FIRE SPRINKLER SYS: NOT REQUIRED
PARKING REQUIRED: EXISTING
•
• NOTES FOR FOOTING DETAIL
TREATED POSTS. AS SIZED PER SCHEDULE. -
VIBRATE OR ROJ CONCRETE TO ❑BTAIN
FULL BEARING...
CO UNDISTURBED SOIL
%- FOOTING DETAIL
N.T:St
POST/FOOTING SCHEDULE 30' SPANS. 30
8 40 PSF LIVE LOAD
POST
COLUMN
FOOTING
KNEE BRACE
CONCRETE
SPACING
"H"
W X D .
'E" DIA
T'
. REQUIRED
VOLUME, YD3
_.
10'-0"
10'.11"
_10'-0"_
10'-0"
10'.O"
10'.D"
10'-0"
10'-0"
8'-0"_
10'Ji"
12'D"
14'-0"_
1611"
10'-0"
20'r7.
22'D"
2411"
6"X6'
26"
26"
26"
26"
3'.0"
3'-0"
3'-0"
3'-0"
N0_
6" X 6'
_ _ NO
_0.41_
6" X 6" W/2" X 6"
6" X.6' UW2" X 6"
_
NO
-- NO ---
_.
0.41
-- 0.41
6" X 8"
26"
3'-0"
3'-0"
3'1"
3'-2"
3'3"
NO
0.41
6" X 8" W2- X 6"
6"X 8"-W2" X 6-
6" X 10" W/2" X 6"
6" X 12"
26"
26'"
26"
- 26"
jib
0.41_
0.41
NO
NU
N0
0.44
0.45
._ 12-0"__.
_ 12-0"
-12-0"-
_12-0"
12A"
. HIr'
10'-0"
-1211"
_14'.D"
16'0"
6" X 6"
28"
28"
28"
3'-0"
3'-0"
3'-0"
3'4'
N0
NO
0.47
6" X 6' _
6'.X 6" " X 6"
_
0.47
NO
0.47
6" X 8'
28"
NO
0.47
0.47
6" X 8" W2" X 6"
28"
3'-0"
NO
_12..0"_
_ fib-
12A"
12.0_ --
_1811"
_20'-0"
-0 22'"
24'-0"
6" X 10'
28"
3'.0"
NO
0.47
6" X 12"
28"
3'-0"
3'.2_
NO
0.47
6" X 12" W2" X 6"
20"
NO
0.5
6" X 12"
20" .
3'.6"
110
0.56
SITR PLAN
1"=30'
12614 E SPRAGUE AVE
EXISTING PARKING
PARC. # 45222.0313
IIIIII
•
•
EXISTING PARKING
1t7.5 7z S.Pr.
V.to,1 rtG L1 N
PARC. # 45222.0314
EXISTING RESTAURANT
(NOT PART OF CONELY.ENTERPRISE).
PROPERTY LINE
• EXISTING SWALES
IIto>r
EXISTING
BLOCK TWO STORY BUILDING :.
PAVED AREAS
• cum
'Azgd � f `
EXISTING SWALES FOR PAVED AREAS
0
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