2004, 09-28 Permit App: BLD-04-07793 Pole Bldgml
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PERMIT APPLICATION WORK SHEET
SPOKANE VALLEY COMMUNITY DEVELOPMENT
BUILD/NG DIVISION
99707 East Sprague Ave Ste 106
Spokane Valley, WA 99206
Phone: (509)685-0036 Fax: (509)688-0037
REQUIRED SITE INFORMATION
1
STREET ADDRESS:
Lv /d 5 Air k; nlri o y,
ASSESSOR'S TAX PARCEL NUMBER(S):
LEGAL DISCRIPTION: C, a r o j i h B
35.231, 192
exc. s3So-124-
)esc hit/ y /) FL
PERMIT DESCRIPTION: 30 )6 yn . �� Q dI �C c
{jUILDING PERMIT 0 CHANGE IN USE ® GRADING
QRELOCATION QSIGN -TENANT
0 MANUFACTURED HOME
D OttER
OWNER / APPLICANT INFORMATION
1
OWNER: 9cidi t / / `4/a 0 APPLICANT:
PHONE: 3-.14 -.51:5O a FAX: PHONE:
J`
ADDRESS: /
CONTRACTOR:
PHONE:
%R U� G¢re/i/c Tf oko// 1.0fi
FAX:
/ G ADDRESS:
CI ,STATE, ZI47p2O/ CITY, STATE, ZIP
ARCHITECT:
FAX: PHONE:
FAX:
ADDRESS: ADDRESS:
CITY, STATE, ZIP
CITY, STATE, ZIP
WA ST CONTRACTOR LICENSE #
CONTACT:
PERMIT/BUILDING INFORMATION
COST OF PROJECT:
o BUILDING HEIGHT TO PEAK:
a BUILDING DIMENSIONS: JOS W
NUMBER OF STORIES:
NUMBER of BEDROOMS:
FLANKING SETBACK:
FRONT SETBACK:
REAR SETBACK:
LEFT SETBACK:
RIGHT SETBACK:
30% SLOPES ON PROPERTY:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
STRUCTURES ON PROPERTY:
CRITICAL AREAS:-
CURRENT PROPERTY SIZE:
CURRENT PROPERTY USE:
CURRENT SEPTIC USE:
CURRENT WELL USE:
IMPERVIOUS SURFACE AREA:
MAIN FLOOR SQ FT:
2No FLOOR SO FT:
UNFIN BASEMENT:
FINISHED BASEMENT:
GARAGE:
COVERED DECK:
DECK:
MANUFACTURED HOME SIGN
WIDTH: LENGTH:
YEAR: PIT SET:
MANUFACTURER:
SQ FT OF SIGN: HEIGHT OF SIGN:
# OF SIGNS: AREA OF EXIST SIGN:
TYPE OF SIGN:
RELOCATION
FIRE SAFETY
1
PREVIOUS ADDRESS:
PROPOSED USE:
FIRE SPRINKLER: FIRE ALARM:
PAINT BOOTH: TENT:
FIREWORKS DISPLAY:
BLASTING: DATE/TIME:
WA STATE NON-RESIDENTIAL ENERGY CODE
PLANS EXAMINER: PHONE: FAX:
ADDRESS:
CITY, STATE, ZIP
INSPECTOR: PHONE: FAX:
ADDRESS: -
CITY, STATE, ZIP
SPECIAL INSPECTIONS
O BOLTING
FIRM NAME:
INSPECTOR(S):
®CONCRETE
0 REINFORCEMENT
PHONE:
0 WELDING
FAX:
1
BUILDING STAFF USE ONLY
IS PUBLIC SEWER AVAILABLE: n YES NO
IS PUBLIC WATER AVAILABLE: YES • NO
IF YES: ® COUNTY ▪ CITY
IF YES, WHICH WATER DIST/IRR:
IS PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA: 0 YES 0 NO
1S THE PROPERTY LOCATED WITHIN ASA: • YES 0 NO
IDATE: STAFF:
METHOD OF PAYMENT.:
O 0 0
CASH CHECK
PSSA: ® YES NO
v�
BANKCARDA;; EXP/RES: VIN #
AUTHOR/ZED SIGNATURE.
`FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD
Job Name:
Truss ID: T06
Qty: 1
BRG X LOC REACT SIZE REQ'D
1 0- 2-12 2700550' 2 88'
2 29. 9 4 2700 5 50' 2.88'
BRG REQUIREMENTS shown are based ONLY
on the truss material at each bearing
MAX DEFLECTION (span) .
L/999 IN MEM 89 (LIVE)
L= -0.35' 0= 007' T= -042'
5-7-1
TC 2x6 DFL 2400E-2 00
BC 2x6 DEL 2400E-2 OE
WEB 2x4 DFL 91
2x4 HF 2400E-2.00 2 7, 9.4
Lumber shear allowable= are per NDS
NOT loaded for 10 PSF non -concurrent BCLL
due to sudiClent total access from below.
ASCE] 98 SNOW LOAD DESIGN CRITERIA.
Pg = 30 psf, Ce=10,1= 10, Ct = 1.10
Designed tor an agricultural building
application
Truswal Systems connector plates are
per Joint Detail Reports available from
TRUSWAL
SYSTEMS
1101 N Gree) S W Rory . Arington IX 760'7
5-12
1
15-0-0
2
4 00
Plating spec . ANSI/TPI - 1995
THIS DESIGN 15 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 1000 91607.
NOT loaded for 200 Ib non concurrent
moving BCLL due to sufficient total
access from below.
6-6
13
15-0-0
This design based on chord bracing applied
per the following schedule:
max oc from to
TC 24.00' 0. 0.0 30- 0- 0
BC 120 00' 0. 0- 0 30 0 0
UPLIFT REACTION(S)
Support CBC Wind Non -Wind
1 6851b
2 6851b
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, Bldg Width = 36.00 R
Mean roof height = 14,79 It, mph = 90
TP1 Low Hazard, Dead Load = 3.6 psf
Designed as Main Wind Force Resisting System
and Components and Cladding
Tributary Area = 150 soft
4
-0.00
5
30-0-0
6
7 8
9
20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned
Truswal software. Circled plates and false frame plates are positioned as shown above.
10
5-7-1
SHIP
2/24/2004
WARN/NGRead all notes on this sheet and give a copy of it to the Erecting Contractor.
Tina Oe:finis tor an,Mntlual building component rot truss Siem It has been based on specnical ens p,ovded W the component manufacturer
and done in accordant with the current versions of 1P1 and AFPA design nanoid= No responao-bly is assumed for dimensional accuracy Omwnswns
lo be by component manufacturer amber building designer onorlo uMUlpn The timing designer mum asnmalma roads
NJvan
this ed on s designIl
n meet or exceed e aaLng unposed by the lots dewM the code Se particular application The design assumes that the top chord
is laterally braced by the root or Woe sheathing and the con= chord is laterally braced by a Ngo sheathing malew diRtlty mx7ed, unlessmhemse
rwS drama s=ewn is bar lateral su1;99 of ¢mWients members oM to reduce budding length The component shall ml be placed in an,
emvonmem Incl mg cause me moisture content of ire wood to exceed 19% ander causemtrMor date m'idsen Fabreale handle instaa
and dace 7113 truss in accordance with the Iolowng standards STAN and Culling Doled Rery4s' avmlade M Wlpn IrOm TNswal software
NfiIRPI 1'. WTCA 1'- Wood Truss Council d America Standard Design RaparyOJtws 9UILDING COMPONENT SAFETY INFORMATION -
051 SUMMARY
TS' by WTCA and
WC511-031 Wl537199 The Ameenncan Fo eaEand Parer Asw03leln(7FPA) w located al 1111 !amide 1 7911, 5 reef NW Ste 800, WasMgton DC 20036
Cusp S.S.A
WO. Drive E_c2524_L00006_J00001
Osgnr. CLP Chk'
TC Live 30.00 psf
TC Dead 5 00 psf
BC Live 0 00 psf
BC Dead 1 00 psf
TOTAL 36 00 psf
DurFacs L=1.15 P=1.15
Rep Mbr Bnd 1.00
0 C Spacing 5 0- 0
Design Spec IBC
Seqn T6.4.12 - 66184
PLANNING DEPT. APPROVED
This.stte plan is being submitted for the purpOse of
obtaining a building permit and Is a true and correct
representation of the proposal. At known property
lines/dimensions, curb lines. IMuctialts and oesemerrls
have been identified. Also indicated we vestlands.
bodies•of wat. steep &44 or other areal areas.
Signed. 4-0-17
Date: 7 a
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