2004, 06-07 Permit App: BLD-04-04514 Pole Buildingcn
pokan
40,Valley
BUILDING PERMIT APPLICATION WORKSHEET
City of Spokane Valley Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Phone: (509) 688-0036; Fax: (509) 688-0037
REQUIRED SITE INFORMATION
Street Address: AJ
7-3e4 V' Pi 3
Assessor's Tax Parcel Number(s):
Legal Description:
PERMIT DESCRIPTION:
Building Permit 0 Change in Use 0 Grading 0 Manufactured Home
Relocation
0 Tenant Improvement Lil Fire Safety n Other
OWNER/APPLICANT INFORMATION
0 Owner: cts._/-„, v, ; V.y11.4
Phone: 59 2- Fax:
n Applicant:
Phone:
Address: Address:
19J-1/
('J—
State Zip Code City
Fax:
City
0 Contractor: LA —3 „1-1-eej
Phone:i/r,9 Fax:
Address: iF 9 eo A -10-1A
5 P -1r -2a
City State Zip Code
State Zip Code
0 Architect:
Phone: Fax:
Address:
City
WA State Contractor License #:L'53 -r& 4 '77 2-L Contact:
State
Zip Code
PERMIT/BUILDING INFORMATION
HEIGHT TO PEAK:
-o. e -
DIMENSIONS:
V 34- x Lf%
# OF STORIES:
MAIN FLOOR TO SQ. FTG:
2 FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
FINISHED BASEMENT SQ. FTG:
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
HEAT SOURCE:
# OF BEDROOMS:
TOTAL HABITABLE SPACE:
IMPERVIOUS SURFACE AREA:
COST OF PROJECT:
2-1 ,
30% SLOPES ON PROPERTY:
SEWER OR ON-SITE SEPTIC
SYSTEM?
MANUFACTURED HOME
Width:
Manufacturer:
Length: Year: Pit Set:
RELOCATION
Previous Address:
Proposed Use:
FIRE SAFETY
Fire Sprinkler: # of Heads: Fire Alarm:
Tent:
Valuation: Above/Underground Storage Tank Size:
Paint Booth:
Fireworks Display: Blasting: Date/Time:
WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE
Plans Examiner:
Address:
Phone:
Fax:
City State
Inspector: Phone: Fax:
Address:
Zip
City State Zip
SPECIAL JNSPECTIONS
El BOLTING 0 CONCRETE
fl REINFORCEMENT El WELDING
Firm Name: Phone:
Inspector(s):
Fax:
DISCLAIMER
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a
dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the
property owner. 3) The signatory is the property owner or has permission to represent the property owner in this
transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code.
Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley
Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances.
Ownership of resulting development rights granted by any issued permit inure to the property owner.
Print Name b Tkovvt. s Signature
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
0 Cash 0 Check 0 Mastercard 0 VISA 0 Other
Bankcard #: Expires: VIN#:
Authorized Signature: /--
------7
Ss
1-71 -----------
1
/ 4 -
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY BUILDING DIVISION
N_Z/C27{
--,2-1Ze-- 71-E -•Z=.? -0 V
9
ob Name: MADISON
Truss ID: TO1
Qty:
BRG X -LOC REACT SIZE REQ'D
1 0- 3- 8 4968 7.00" 4.94"
2 35- 8- 8 4968 7.00" 4.94"
BRG REQUIREMENTS shown are based ONLY
on the truss material at each bearing
MAX DEFLECTION (span)
L/529 IN MEM 11-12 (LIVE)
L. -0.80" D. -0.12" T= -0.92"
CRITICAL MEMBER FORCES:
TENS. (DUR.) C5I
2032(1.60) 0.90
1796(1.60) 0.56
1804(1.60) 0.46
1935(1.60) 0.61
1934(1,60) 0.61
1805(1.60) 0.46
1796(1,60) 0.56
2032(1.60) 0.90
TC COMP. (OUR •)/
1-2 -11535(1.15)/
2-3 -9885(1.15)/
3-4 -9606(1.15)/
4-5 -9968(1.15)/
5-6 -9968(1.15)/
6-7 -9606(1.153/
7-8 -9885(1.15)/
8-9 -11535(1.153/
BC
10-11
11-12
12-13
13-14
We
2-11
4-11
5-11
5-13
6-13
8-13
COMP.(DUR.)/
-1796(1.60)/
- 1076(1.60)/
-1078(1.60)/
- 1796(1.60)/
COMP.(DUR.)/
-2127(1.15)/
-1596(1.15)/
-627(1.60)/
-627(1.60)/
-1596(1.15)/
-2127(1.15)/
TENS. (OUR .) CSI
10638(1.15) 0.90
7032(1.15) 0.51
7032(1.15) 0.51
10638(1.15) 0.90
TENS.(OUR.) C5I
429(1.60) 0.79
350(1.60) 0.52
3716(1.15) 0.62
3716(1.15) 0.62
350(1.60) 0.52
429(1.60) 0.79
TC 2x8 DFL 1950E -1.7E
BC 2x6 DFL 2400F -2.0E
WEB 2x4 DFL STUD
2x4 HF SS 11-5, 5-13
Lumber shear aliowables are per NDS.
NOT loaded for 10 PSF non -concurrent BCLL
due to sufficient total access from below.
NOT loaded for 200 lb non -concurrent
moving BCLL due to sufficient total
access from below.
6-7-14
MX/6-16
Z114
B1
18-0-0
Web bracing required at each location shown.
See standard details (7X01087001-001 revl),
Plating spec : ANSI/TPI - 1995
THIS DESIGN IS THE COMPOSITE RESULT OF
MULTIPLE LOAD CASES.
IRC/IBC truss plate values are based on
testing and approval as required by IBC 1703
and ANSI/TPI and are reported in available
documents such as ICB0 +01607.
ASCE7-98 SNOW LOAD DESIGN CRITERIA:
Pg - 40 psf, Cc = 1.0, I = 1.0, Ct = 1.10
Designed for an agricultural building
application.
18-0-0
This design based on chord bracing applied
per the following schedule:
max o.c. from to
TC 24.00" 0- 0- 0 36- 0- 0
BC 111.00" 0- 0- 0 36- 0- 0
UPLIFT REACTION(S) :
Support C&C Wind Non -Wind
1 -950 1b
2 -950 lb
This truss is designed using the
ASCE7-98 Wind Specification
Bldg Enclosed = Yes, Importance Factor = 0.87
Truss Location = Not End Zone
Hurricane/Ocean Line - No,Exp Category = B
Bldg length = 30.00 ft, Bdg Width = 36.00 ft
Mean roof height = 15.33 ft, mph = 90
TPI Low Hazard, Dead Load = 3.6 psf
Designed as Main Wind Force Resisting System
and Components and Cladding
Tributary Area = 216 sqft
2 3 4
[4.00
8-8
6 7 8
-4,001
n 5=8-8
44 4-4
S=8.1,8
4-4 � 1
n i aid
MX/8 16 S=MX/6-12
10
11
MX/8-16
36-0-0
12 13
4-4
9
MX/6-16
B2
Truswal Systems connector plates are 20 ga. unless shown by "18" (18 gi.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned
per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above.
14
0-Z14
6-7-14
SHIP
5/20/2004
TRUSWAL
® SYSTEMS
1505 N Ore./ S W. Pkwy, Arlington TX 76011
TRUSPLUS 6.0 VER: T6.4.15
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
This design is for an individual building component not Inns system. It has been based on specifications provided by the component manufacturer
and done in accordance with the current versions of TPI and AFPA design standards No responsibility is assumed for dimensional accuracy Dimensions
are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads
utilized on this design meet or exceed the loading imposed by the local building code and the particular application The design assumes that the top chord
is laterally braced by the mot or Boor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise
noted Bracing shown is for lateral support of components members only to reduce buckling length This component shall not be placed in any
environment that win cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion Fabricate, handle, install
and brace this truss in accordance with the following standards 'Joint and Cutting Detail Reports' available as output Imm Truswal software,
'ANSItTPI 1', 'WTCA t' - Wood Truss Counod of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' -
(BCSI 5-03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI The Truss Plate Institute (TPI) is located al 583 D'Onolrio Drive. Madison,
Wisconsin 53719. The American Forest and Paper Associetio (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20136.
Cust: U.5 STEEL
010: Drive_C_5049_L00006_300020
Osgnr: CLP #LC = 20
0
TC Live
TC Dead
BC Live
BC Dead
TOTAL
40.00 psf
5.00 psf
0.00 psf
1,00 psf
46.00
DurFacs L=1.15 P=1.15
Rep Mbr Bnd 1.00
Rep Mbr Comp 1,00
Rep Mbr Tens 1.00
0.C.Spacing 6- 0- 0
Design Spec I8C
DEFL RATIO: L/240 TC: L/181