2003, 09-30 Permit App: BLD-03-02623 Garage Addition CITY OF
400#ValleY
PERMIT APPLICATION WORK SHEET
SPOKANE VALLEY COMMUNITY DEVELOPMENT
BUILDING DIVISION
11707 East Sprague Ave Ste 106
Spokane Valley, WA 99206
Phone:(509)688-0036 Fax:(509)688--0037
REQUIRED SITE INFORMATION I
STREET ADDRESS: ,`l ctI 104).-` 0e4` �G�C 4 ' f 0 7
ASSESSOR'S TAX PARCEL NUMBER(S):
LEGAL DISCRIPTION:
PERMIT DESCRIPTION: Ga r4 A-116. 4-4
DUILDING PERMIT a CHANGE IN USE a GRADING a MANUFACTURED HOME
QRELOCATION Q SIGN Q TENANT D OTHER
OWNER / APPLICANT INFORMATION
OWNER: qty f Ju Y-5 ® APPLICANT:
PHONE: C/o)4 8 y 370 FAX: PHONE: FAX:
ADDRESS: i Lt. 41 0 y E (0lt' tier.:(44e e 0 17z3) ADDRESS:
CITY,STATE,ZIP CITY,STATE,ZIP
®CONTRACTOR: ARCHITECT:
PHONE: FAX: PHONE: FAX:
ADDRESS: ADDRESS:
CITY,STATE,ZIP CITY,STATE,ZIP
WA ST CONTRACTOR LICENSE# CONTACT:
PERMIT/BUILDING INFORMATION
COST OF PROJECT 3 ) SOD 30%SLOPES ON PROPERTY: MAIN FLOOR SQ FT:
BUILDING HEIGHT TO PEAK: OCCUPANCY GROUP: 2ND FLOOR SQ FT:
BUILDING DIMENSIONS:ad X,,2Y CONSTRUCTION TYPE: UNFIN BASEMENT:
NUMBER OF STORIES: STRUCTURES ON PROPERTY: FINISHED BASEMENT:
NUMBER of BEDROOMS: CRITICAL AREAS: GARAGE:
FLANKING SETBACK: CURRENT PROPERTY SIZE: COVERED DECK:
FRONT SETBACK: CURRENT PROPERTY USE: DECK:
REAR SETBACK: CURRENT SEPTIC USE:
LEFT SETBACK: CURRENT WELL USE:
RIGHT SETBACK: IMPERVIOUS SURFACE AREA:
IMANUFACTURED HOME SIGN
, ,
WIDTH: LENGTH: SQ FT OF SIGN: HEIGHT OF SIGN:
YEAR: PIT SET: #OF SIGNS: AREA OF EXIST SIGN:
MANUFACTURER: TYPE OF SIGN:
I RELOCATION FIRE SAFETY
J
PREVIOUS ADDRESS: FIRE SPRINKLER: FIRE ALARM:
PAINT BOOTH: TENT:
PROPOSED USE: FIREWORKS DISPLAY:
BLASTING: DATE/TIME:
1 WA STATE NON-RESIDENTIAL ENERGY CODE
I
PLANS EXAMINER: PHONE: FAX:
ADDRESS:
CITY,STATE,ZIP
INSPECTOR: PHONE: FAX:
ADDRESS:
CITY,STATE,ZIP
I SPECIAL INSPECTIONS
® BOLTING ®CONCRETE ® REINFORCEMENT ® WELDING
FIRM NAME: PHONE: FAX:
INSPECTOR(S):
1 BUILDING STAFF USE ONLY
I
IS PUBLIC SEWER AVAILABLE: 0 YES ® NO IF YES: 0 COUNTY 0 CITY
IS PUBLIC WATER AVAILABLE: 0
YES 0 NO IF YES,WHICH WATER DIST/IRR:
IS PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA: 0 YES 0 NO
IS THE PROPERTY LOCATED WITHIN ASA: 0 YES 0 NO PSSA: 0 YES 0 NO
fDATE: I STAFF: I
METHOD OF PAYMENT:
® 0 ® 0 .. -
r .VIA
CASH CHECK
BANKCARD#; EXPIRES: VIN#
AUTHORIZED SIGNATURE:
*FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD
Lu 6 L,va t. / j QOVi
--vb PLOT PLAN
r 56247051
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SSE" BC CALL®2003 DESIGN REPORT- US Tuesday,September 16,2003 09:41
Single 51/8" X 12" BOISE GLULAMT"" 24F-V4/DF File Name: BC CALC Project:RB01
Job Name: Description:
Address: Specifier:
City,State,Zip:, Designer: P Rose
Customer: Company: Boise Building Salutions,Distribution
Code reports: NER 486,LA-01365 Misc:
-10
12
Standard Load-30 psf 117 psf Tributary 14-00-00
BO B1
3465 lbs LL 3465 lbs LL
2086 lbs DL 2066 lbs DL
Total Horizontal Length-16-06=00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 16-06-00 Live 30 psf 14-00-00 115%
Member Type: Roof Beam Dead 17 psf 14-00-00 90%
Number of Spans: 1
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Moment 22900 ft-lbs 80.9% 115% 2 1-Internal
Slope: 0/12 Neg.Moment 0 ft-lbs n/a 100%
Tributary: 14-00-00 End Shear 4879 lbs 431% 115% 2 1 -Left
Total Load Defl. U234(0.845") 76.8% 2 1
Live Load Defl. 1.1376(0.527") 63.9% 2 1
Live Load: 30 psf Notes
Dead Load: 17 psf Design meets Code minimum(L/180)Total load deflection criteria.
Partition Load: 0 psf Design meets Code minimum(1./240)Live load deflection criteria.
Duration: 115 Minimum bearing length for BO is 1-518".
Qcbsure Minimum bearing length for B1 is 1-5/8".
Member Slope=0,consider drainage.
The completehess and accuracy of Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+1/2 intermediate bearing
the input must be verified by anyone
who would rely on the Output as
evidence of suitability for a
particular application. The output
above it based upon building
code-accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide p
and the applicable building codes. -11 11 �, vi
To obtain an Installation Guide or if /
you have any questions,please call .a V
(800)232-0788 before beginning oo'
product installation.
BC CALL®,BC FRAMER®,BCI®,
BC RIM BOARD'TM,BC OSB RIM Ow"^"r-$
BOARDTM,BOISE GLULAMTM',
VERSA LAM®,VERSA RIM®,
VERSA-RIM PLUS®, LIQ
VERSA-STRAND I, o� ' u
VERSA-STUD®,ALLJOIST®and
AJSTMh are trademarks of If ( `It �,
Boise Cascade Corporation. 10 - (v
iti,oR' 51-444")
Page 1 of 1
BOISE" BC CALL®2003 DESIGN REPORT• US Tuesday,September 16,2003 09:41
,
Single 5 1/8" x 7 1/2" BOISE GLULAMTm 24F-V4/DF File Name: BC CALC Project:R¢01
Job Name: Description:
Address: Specifier:
City,State,Zip:, Designer: P Rose
Customer: Company: Boise Building Salutions,Distribution
Code reports: NER 486,LA-01365 Misc:
o ,
12
Standard Load-30 pat 11?psi Tributary 14-00-QO
10-00-00 10-00-00
BO B1 B2
1838 lbs Ll_ 5250 lbs IL 1838 lbs LL
927 lbs DL 3091 lbs DL 927 lbs DL
'Total Horizontal Length 120-00-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End 'Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 20-00-00 Live 30 psf 14-00-00 115%
Member Type: Roof Beam Dead 17 psf 14-00-00 90%
Number of Spans: 2
Left Cantilever. No Controls Summary
Right Cantilever No Control Type Value %Allowable Duration Load Case Span Location
Moment 8341 ft-lbs 75.5% 115% 2 2-Left
Slope: 0/12 Neg.Moment -8341 ft-lbs 97.9% 115% 2 1 -Right
Tributary: 14-00-00 End Shear 2348 lbs 33.2% 115% 4 1 -Left
Cont.Shear 3754 lbs 53A% 115% 2 1 -Right
Total Load Defl. U436(0.275") 41.3% 4 1
Live Load Defl. L/588(0.204") 40.8% 4 1
Live Load: 30 psf Total Neg.Defl. -0.045" 6.0% 4 2
Dead Load: 1 1 psf
Partition Load: 0 psf Notes
Duration: 115 Design meets Code minimum(0180)Total load deflection criteria.
Disclosure Design meets Code minimum(L/240)Live load deflection criteria.
The completeness and accuracy of Minimum bearing length for B0 is 1-12".
Minimum bearing length for B1 is 3".
the input must be verified by anyone Minimum bearing length for B2 is 1-12".
who would rely on the output as Member Slope=0,consider drainage.
evidence of suitability fora Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end beraring+12 intermediate bearing
particular application. The Output
above is based upon building
code-accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions,please call
(800)232-0788 before beginning
product installation.
BC CALC®,BC FRAMER®,BCI®,
BC RIM BOARDTM,BC OSB RIM
BOARDTM,BOISE GLULPMTM,
VERSA LAM®,VERSA-RIM®,
VERSA-RIM PLUS®,
VERSA-STRAND TN
VERSA-STUD®,ALLJOIST®and
AJSTM are trademarks of
Boise Cascade Corporation.
Page 1 of 1
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