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HomeMy WebLinkAbout2004, 03-19 Permit App: BLD-04-03822 Addition*lane 4.00Ualley 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: / 3 /9 f j v iiq Rd, o,cowa Assessor's Tax Parcel Number(s): Legal Description: PERMIT DESCRIPTION: [l Building Permit ❑ Change in Use ❑ Grading 11 Manufactured Home ❑ Relocation n Tenant Improvement ❑ Fire Safety ❑Other OWNER/APPLICANT INFORMATION Owner: Ou b va l /1k/5 ,'4` ria 10� Phone: 392 -,2©i// Fax: Address: //,9 //i'starzo 9 9 City State Zip Code ❑ Contractor: Phone: Fax: Address: City State Zip Code Applicant: Latic rc tir2e -Z5 ,/ za th// ' Phone: (9 -a 04// Fax: Address: /5 /g A/ Zfe() kart..< I/06 eeZcv Staid ❑ Architect: Phone: Address: Zip Code Fax: City State WA State Contractor License #: Contact: Zip Code PERMIT /BUILDING INFORMATION HEIGHT TO PEAK: DIMENSIONS: .2 ti / x 92.ce / # OF STORIES: j MAIN FLOOR TO SQ. FTG: 2 "" FLOOR SQ. FTG: 5-76 , 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: 30% SLOPES ON PROPERTY: SEWER 0 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: Paint Booth: Tent: Fireworks Display: Blasting: Date/Time: Valuation: Above /Underground Storage Tank Size: WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE Plans Examiner: Address: Inspector: Address: Phone: Fax: City Phone: State Fax: Zip City State Zip SPECIAL INSPECTIONS BOLTING Firm Name: CONCRETE REINFORCEMENT 1 1 WELDING Phone: I nspector(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 Signature Method of Payment: (Faxed permit applications will only be accepted with major bankcard) j 'f] Cash Bankcard #: I1 Check ❑ Mastercard E VISA I 1 Other Authorized Signature: Expires: VIN #: pt. 9, 1 0 4 (./- effite BUILDING DEP PERMIT NUMBER ADDRESS 1319 F PLANS FOR OWNER p DATE APR r V Cg2slDATE'AIMED i• 32' 13 1g A Av--6:cs WA 93oil This site plain is being submitted( )11mitrposeAt re-s obtainirpcf a building permit and is a true and correct representation of the proposal. All known property lipes /dimensions, curb lines, structures and easements have been identified. Also indicated are wetlands, bodies of water, steep slopes or ether critical areas. Signed: il f.tc _'4, � O Date: •C) -(9��� ADDRESS A I `pS ZONE ( 4 r f .�. ROAD WID F RONT ING COMMENTS REVIEWED :Y airy /x. 4 Q rE MAY 2 7 2003 11 Jc cee 1/y . -1. NOT E:_Root^ Pact) W :12 Hanu.facia..r ses' rort:oie, Ow--/C vleYLL" c "on x/300 7/16'1 I ✓txfe_✓ pm ret 30#A rx.ek:rt O IDE ►- RAMS AND J' (LAYOUTS fOR ROOF TRUSSES,.pEAMS AND / FLOC�f`I SYSTEMS PRIOR TO FRAMING' INSIlE TIONd" 101-41 VC-41.4-6/17 i /3O0 l8 ,-cove 2 t. S I± C , i { r� NEw A•EiT1 t)N My DETECT° zrLSit la tcOn 3/y "TcgG ) oor= Sea i, .ci '•l 4 ' 11c /6: "o.C. R-30 GARAC ��iS Co( Yacie op vu hr r x I" GLL,ue..lcc.m \ x 5 f Be Min -4PPo rf 4Alt 7,C Dy.t, ✓Z1✓aK SQe t C ebc `x:6 "4 16" 0.0 . 7/1'6" d✓k er hvocryl T -111 X E l ,S'SkLt (5-y\ cookcA mu, ad t.:z<Lori 1319 Arice-�1 /RcL G re e1, , r�e.s W 19" L15 PROTECTION AND ODE DWELLING AND PRIVATE COt MATERIALS APpflOVED FOR ON�� �� READ NSTRUCTION ON THE GARAGE SIDE: RESISTIVE CI 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OF CI 1/2" GYP BOARD (RESIDENCE /ATTIC, FLOOR /CEILING) EQUIPPED W1 BETWEEN DOOR SORESIDENCE ID R HONEYCOMB STEEL DOORS NOT LESS THAN 1 3/8", OR 20 MINUTE FIRE RATE DOORS. THIS _BUILDING BLISJECT "!.=THESE PLAN MUST BE KEPT � TO FIELD INSPECTION CORRECTIONS FAT caDE COMPL.IgryCE ON THE JOB SITE ��VALLEY Bt,�iLDiIVG D11/Ig1UN 1.5 kite 6.4,1(s a.ncf EwY r00 / Q _5e ,rt*7) SIVIO DETEC R� 0/462_ BOISE BC CALC® 2002 DESIGN REPORT - US 5 1/8" x 16 1/2" BOISE GLULAMTM 24F -V4 /DF Job Name Address - City, State, Zip Customer - Code reports - NER 486, LA - 01365 File Name Description Specifier Designer Company Misc Wednesday, May 28, 2003 09:12 - BC CALC Project : FB01 - - Troy Svelmoe - Lumbermen's Building Center 1 1.11 1 *1 1 Standard Load - 40 PSF 1 15 PSF Tributary 06 -00 -00 BO 5760 Ibs LL 2517 lbs DL General Data Version: Clam` Total Horizontal Length - 16 -00 -00 1 1 B1 5760 Ibs LL 2517 lbs DL Member Type: Number of Spans Left Cantilever Right Cantilever Slope Tributary Repetitive Construction Type Live Load Dead Load Part Load Duration US Imperial - Floor Beam - 1 - No - No 0/12 06 -00 -00 n/a n/a 40 PSF 15 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a 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 BOARD TM, BOISE GLULAMTM VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRAND TM VERSA - STUD®, ALLJOIST® and AJSM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Load Summary ID Description S Standard 1 ROOF LOAD.. Load Type Ref. Unf.Area Load Left Unf.Lin. Load Left Controls Summary Control Type Value Moment 33107 ft -Ibs End Shear 6854 Ibs Total Deflection L/434 (0.442 ") Live Deflection L/624 (0.307 ") Max. Defl. 0.442" (Limit: 1") Span /Depth 11.6 % Allowable 62.2% 44.1% 55.2% 76.9% 44.2% Start End 00 -00 -00 16 -00 -00 00 -00 -00 16 -00 -00 Duration @ 115% @ 115% Live Dead Trib. Dur. 40 PSF 15 PSF 06 -00 -00 100 480 PLF 204 PLF n/a 115 Loadcase 3 3 3 3 Span Location 1 - Internal 1 - Left 1 1 1 1 NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum load deflection criteria. Minimum bearing length for BO is 2 -1/2 ". Minimum bearing length for B1 is 2 -1/2 ". Entered /Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BOISE" BC CALC® 2002 DESIGN REPORT - US Single 5 1/8" x 21" BOISE GLULAMTM 24F -V4 /DF Job Name - Address - City, State, Zip Customer - Code reports - NER 486, LA - 01365 File Name Description Specifier Designer Company Misc Wednesday, May 28, 2003 09:09 - BC CALC Project : FB01 - Troy Svelmoe - Lumbermen's Building Center Standard Load - 40 PSF 1 1,5 PSF ,Tributary 12 -00 -00 BO 5760 Ibs LL 2474 Ibs DL General Data Version: Total Horizontal Length - 24 -00 -00 i B1 5760 Ibs LL 2474 Ibs DL Member Type: Number of Spans Left Cantilever Right Cantilever Slope Tributary Repetitive Construction Type Live Load Dead Load Part Load Duration US Imperial - Floor Beam -1 - No - No 0/12 12 -00 -00 n/a n/a 40 PSF 15 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a 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 GLULAMTM VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRAND TM, VERSA - STUD®, ALLJOIST® and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Load Summary ID Description S Standard Load Type Ref. Unf.Area Load Left Controls Summary Control Type Value Moment 49406 ft -Ibs End Shear 7034 Ibs Total Deflection L /400 (0.72 ") Live Deflection L/572 (0.503 ") Max. Defl. 0.72" (Limit: 1") Span /Depth 13.7 % Allowable 70.3% 40.8% 60.0% 83.9% 72.0% Start End Live Dead Trib. Dur. 00 -00 -00 24 -00 -00 40 PSF 15 PSF 12 -00 -00 100 Duration @ 100% @ 100% Loadcase 2 2 2 2 2 Span Location 1 - Internal 1 - Left 1 1 1 1 NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum load deflection criteria. Minimum bearing length for BO is 2 -1/2 ". Minimum bearing length for B1 is 2 -1/2 ". Entered /Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing EXAMPLE PLAN City of SPOKANE VALLEY, WA. •• =OAP rosT CX CLR CEOAR RAC 6.4 C LO..R i4 KG •r POST ErACE0 PER PLAT( 10 OALL.MTGR •f• Act," To• MK t0 "P WATT- sfwvKi - r Vfkn• •••GIV(T i PROPIL TT LK s•-.• •CX TARD N AKA LAIIKTIT 'E • 4 1 ©.c.� E 1 `4' �LL^^2C-1"0 1• CGOAR /•'V( TK cWAR OVER 2TAT pi' AS T1R 7LAS.1 s/d.D R(1/Tr/ • • CDR rOSri • PIAA Ye• oc A)7/J•6.y T DOLTS LA r0•T 5 ••• DM PER rum r O/ 1.410 LA(.■ NM. —� C01-11,46 roo7sr PER rlAw *MT- ERACKET ■ ORfT rM D E T A I L 1r OLDAR POST CAr •r rO•T CAC PAC. 1 •fT.ON u016 11T�.wrf77 y C One ovec I Td• r.. LJEOT.LIR •P •• • .e {,Are • s/• OC. •TAP R Tor .DOT- a.• UNLOCK • NM ••IL- RIaT ..71 0•.C•T 1.0 O OAR MV.T004.60 YO 764.40• NORTIKO e MO •i •71•146N ROOF OM. TE 8 TE PLAN •TAI RAG 1) Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Your building must match the selected option requirements without •exceptions or substitutions. 2) Glazing percentage determines which option to choose. Complete the following glazing area calculation before proceeding to the option table below. GLAZING AREA CALCULATION: TOTAL WINDOW AREA _ HEATED FLOOR AREA (ALL FLOORS ) = % OF GLAZING SF. — NOTE: Use rough opening (R /O) for window area. Include all half -Iite and full -Iite door glazing in this calculation. k CAN'T COMPLY? If none of the Prescriptive (Chapter 6) Options below are acceptable, consider systems anaIrsis (Chapter 4} or, Component Performance (Chapter 5) Approach. The main advantage is flexibility to juggle individual U- factors (R- values) as long as an overall maximum value isn't exceeded. Note that the overall performance requirements are no less stringent than the Prescriptive requirements. Calculations may be performed by hand or, using an acceptable buildcomputer software program. Helpful forms and other resources can be downloaded at http : / /www- eriergy.wsu.edu/ ings. SF. % Glazing Area70: % of Floor _ I 2001 WSEC.Residential Compliance Prescriptive (Chapter 6) Options for all R Occupancies, nJ C1 mate Zone 2 CYO 0; 1 Heat source: ALL SPOKANE VALLEY BUM. DING DEp �T 11707 E. Sprauge Avenue, 4106, Spokane Valley, Washington 99206 - Tel 509-921-1000 TF l� T Fax 509 -911 -1008 SITE ADDRESS: PERMIT NO. �r�1CTRTTr•-rrrlxrr• DATE: INSPECTORS COPY Option Glazing U -Facto Vertical Overhead" Sk Door' U- factor {�J Valuted Ceiling' Wall Above Grade R-19 + R -19 + Wall' int4 Below Grade Wall' ext` Below Grade . Floors Stab` on Grade Unlimited Group R -3 Occupancy OnI 0.58 0.20 0. Nominal R- values are for wood frame assemblies only or assemblies built in accordance with Section 1. tvtininum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13 %, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs, which cannot meet the specific requirements of a listed option above, may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirernt applies to all ceilings except single rafter or joist-vaulted ceilings 'Adv denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R -12, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6: Required slab perimeter insulations shall be a water resistant nateral,-rtanufactured for its intended use, and installed according to manufacturer's specifications. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum or R -5 insulation. 8. This wall insulation requirement denotes R -19 wall cavity insulation plus R -5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of LI4.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U- factor's determined in accordance. with NFRC 100 or as spedfred in Section 502.1.5. i2. Log and solid timber walls with a minimum average thickness or 3.F are exempt form this insulation requirerren t. R -21 int7 R-12 R -30 R -10 Form 5- 050801 -2001 Residential Comp Form