2004, 06-22 Permit App: BLD-04-04675 Pole Bldg "4\1'4
SPiane4'
BUILDING PERMIT APPLICATION WORKSHEET
City of Spokane Valley Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
4,„„,,,ValleYSpokane Valley, WA 99206
Phone: (509) 688-0036;Fax: (509) 688-0037
REQUIRED SITE INFORMATION
Street Address: /6 Zl S r: Is i c
Assessor's Tax Parcel Number(s): 1/6-0 12, 2 6 0
Legal Description: Wl I e,sI y Ma ro r- 2)v 0 A-dci14-io,r, Lo + 1 el ocJC Z
PERMIT DESCRIPTION: Po 1,tc, g / Breeze V---)C- y
31]
Building Permit ❑ Change in Use ❑ Grading ElManufactured Home Relocation ❑ Tenant Improvement ❑ Fire Safety ❑ Other
OWNER/APPLICANT INFORMATION
❑ Owner: - o \,,\ Q,eco 1 ❑ Applicant:
Phone: 230--ssi99 Fax: Phone: Fax:
Address: 16 2.1-C- if, Ri I., Address:
S�kci.,�e 11�,i l e� State xi Zip CodeCity State Zip Code
❑ Contractor: Uw rer- ❑ Architect:
Phone: Fax: Phone: Fax:
Address: Address:
City State Zip Code City State Zip Code
WA State Contractor License #: /1//9- Contact: /V4
PERMIT/BUILDING INFORMATION .
HEIGHT TO PEAK: / D / DIMENSIONS: 3 6-x-o #OF STORIES: /
V
Z9 >< 22
MAIN FLOOR TO SQ. FTG: /6 08 2""FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: o
FINISHED BASEMENT SQ FTG: NA GARAGE SQ. FIG: 0 DECK/COV. PATIO SQ. FTG:
OCCUPANCY GROUP: CONSTRUCTION TYPE: o 0`.e HEAT SOURCE: //
1.3_C%S
#OF BEDROOMS: N r�i1 TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA:
COST OF PROJECT: o, 30%SLOPES ON PROPERTY SEWER OR ON -SITES
) S, O � �, �C SYSTEM? �EPTICer-
MANUFACTURED HOME
Width: Length: Year: Pit Set:
Manufacturer:
RELOCATION
Previous Address:
Proposed Use:
FIRE SAFETY
Fire Sprinkler: # of Heads: Fire Alarm: Paint Booth:
Tent: Fireworks Display: Blasting: DaterTime:
Valuation: Above/Underground Storage Tank Size:
WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE
Plans Examiner: Phone: Fax:
Address:
City State Zip
Inspector: Phone: Fax: -
Address:
City State Zip
SPECIAL INSPECTIONS
❑ BOLTING ❑ CONCRETE El REINFORCEMENT 0 WELDING
Firm Name: Phone: Fax:
Inspector(s):
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 Signature
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other
Bankcard #: Expires: VIN#:
Authorized Signature:
Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
T9875 I A(2) I 6 TR 300000 5 0 0 T05011446
U#0233 J#T9875 SMOOTHE/TB
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B HO 6-3
HO 6-3
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6 6x6
S3 F G 82
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3x5= 4z6- 3x5=W:50p 8
R:3420 R:3419
II:1
U:1020
020
7-9-5 7-9-5 8-5-11
EHP 7-9-14 15-0-0 22-2-2 30-0-0
C 7-9-14 7-2-2 7-2-2 I 7-9-14
BC 7-9 I 9-d-12 1 10-2-10
BC 100--2-10 I
EP 10-2-10 19-9-6 30-0-0
® 30-0-0 lao-
ALL PLATES ARE LOCK20, * • PLATE SELECTED IN PLATE MONITOR Scale:0.171=1'
Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 193.4 LBS
Online Plus -- Version 17.0.023 Plates for each ply each face. .E�obbBSYagiaeeriag, Inc.
RUN DATE: 14-JAN-05 IRC 2003 CODE
PLATING CONFORMS TO UBC. P.0.Boz 280055
CSI -Size- ----Lumber---- PLATE VALUES MAY BE VERIFIED Tampa, FL 33682
TC 0.98 2x 6 DFL-1800 WITH ROBBINS ENGINEERING. GRIP
BC 0.98 2x 4 1B VALUES BASED ON Doug-Fir-Larch REFER TO ROBBINS ENG. GENERAL
WB 0.71 2x 4 DFL-STUD LUMBER USING GROSS AREA TEST. NOTES AND SYMBOLS SHEET FOR
Plate - LOCK 20 Ga, Gross Area ADDITIONAL SPECIFICATIONS.
Brace truss as follows: Plate - RES 20 Ga, Gross Area
O.C. From To Jt Type Plt Size I Y JSI NOTES:
TC 2- 0- 0 0- 0- 0 30- 0- 0 A LOCK 4.0x 9.0 0.6 0.3 0.96 Trusses Manufactured by:
BC 5- 0- 0 0- 0- 0 30- 0- 0 S3 LOCK 6.Ox 6.0-0.5 1.2 0.63 VALLEY BEST-WAY BUILDING SU
B# LOCK 4.Ox 7.0 Ctr Ctr 0.95 Analysis Conforms To:
Loading Live Dead (psf) S2 LOCK 6.Ox 6.0 0.5 1.2 0.63 ANSI/TPI 95 & 02
TC 30.0 7.0 C LOCI 4.Ox 9.0-0.6 0.3 0.96 Provide connection to bearing
BC 0.0 1.0 E LOCK 3.0x 5.0 0.5 Ctr 0.96 for 300 Lbs Horiz Reaction
Total 30.0 8.0 38.0 S1 LOCK 4.0x 6.0 Ctr 0.2 0.94 Prevent truss rotation at all
Spacing 72.0" D LOCK 3.Ox 5.0-0.5 Ctr 0.96 bearing locations.
Trussisdesigned for no
Lumber Duration Factor 1.15 ceilingload.
Plate Duration Factor 1.15 # Plate Monitor used NOTE: USER MODIFIED PLATES
BC Fb=1.00 Fc.1.00 Ft
1.00 This design may have plates
BC Fb.1.00 Fc.1.00 Ft.1.00 selected through a plate
monitor.
Plus 4 Wind Load Case(s) Wind Loads - ANSI / ASCE 7-98
Jt React Uplft Size Req'd Truss is designed as a Main
Lbs Lbs In-Sx In-Sx Wind-Force Resistance System.
A 3420 1021 5- 8 3-10 Wind Speed: 90 mph
Hz . 300 Mean Roof Height: 15-0
C 3420 1021 5- 8 3-10 Exposure Category: C
Hz . -299 Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
Membr CSI P Lbs Axl-CSI-End TC Dead Load : 4.0 psf
Top Chords BC Dead Load : 1.0 psf
A -83 0.95 6493 C 0.21 0.74 Max comp. force 6493 Lbs
B3-8 0.98 5471 C 0.16 0.81 Quality Control Factor 1.25
B -62 0.98 5471 C 0.16 0.81
S2-C 0.95 6493 C 0.21 0.74
Bottom Chords
A -E 0.98 6004 T 0.60 0.38
E -81 0.63 3946 T 0.54 0.09
Sl-D 0.62 3946 T 0.54 0.08
D -C 0.98 6004 T 0.60 0.38
Webs
S3-8 0.49 1628 C
B -B 0.71 1726 T wPS A „)� f
B -D 0.71 1726 T
D -S2 0.49 1628 C �O 44
LL Defl -0.44" in E -S1 L/797 �/O
TL Defl -0.57" in 8 -Si L/609 /Q �� e
Shear // Grain in B -S2 0.72
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Robbins Engineering,Inc./Online Plus"01996-2004 Version 17.0.023 Engineering-Portrait 1/14/2005 9:20:46 AM Page 1I.EXPIRES 7/22/05 1
.111N 1 4 7nnc •
Eugene F.Fisher,PE
3504 N.Kenney Rd
Otis Orchards,WA 99027
(509)927-0120/217-8007
Fax(509)927-0120
email:meriemfsher@holmall.com
February 2, 2005
Mr. Nic Bentley
City of Spokane Valley
Building Department
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Re: Permit#: BLD-04-04675/Pole Building
16215 E. Rich Ave.
Spokane, WA 99216-1584
Dear Mr. Bentley:
I have reviewed the construction method of lowering by 2 feet,the roof on the South end
of the above referenced building. Stabilizing the truss by attaching it to the truss on the
opposite side of the post with blocking is an adequate method for what the owner is
trying to accomplish,namely, stepping down the roof. I have also reviewed the structural
analysis with Valley Best Way Truss Company and have found that the loading on the
trusses is well within the requirements for a structurally sound building.
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