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2008, 08-21 Permit App: 08003186 Carport
Project Number: 08003186 Inv: 1 Application Date: 8/21/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 5 X 26 CARPORT Contact: NELSON'S CONSTRUCTION Address: PO BOX 128 C-S-Z: MICA WA 99023 Setbacks:Front Left: Right: Rear: Phone: (509)218-2411 Group Name: Project Site Information: Name: e h;n��:r... vtu "' a.`" '''l tb.t,tn« ..,dt"x✓. .. ."' .,r;' E ,n,,.,n.,tw-,,,,,.,,, ,?,�i�, / .,,;>' i Plat Key: 002700 Name: UNIVERSITY HEIGHTS 01ST ADD District: Sout Parcel Number: 45213.1605 Block: Lot: SiteAddress: 10717 E 15TH AVE Owner:Name: SETTER,JEFFERY T Address: PO BOX 18837 Location::CSV VERADALE,WA 99037 Zoning: R-3 SF Res District Water District: 007 MODEL Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 50 Nbr of Bldgs: 1 Nbr of Dwellings: 2 Review Information: . .. Review Building Plan Review Released By: Originally Released: 8/18/2008 By: tmelbourn Landuse/Zoning/HE Conditions Released By: Originally Released: 8/21/2008 By: mpalaniuk Operator: jmm Printed By: jmm Print Date: 8/21/2008 Project Number: 08003186 Inv: 1 Application Date: 8/21/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: NELSON'S CONSTRUCTION Firm: NELSON'S CONSTRUCTION Address: PO BOX 128 Phone: (509)218-2411 MICA WA 99023 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation CARPORT OP R-3 VB 130 $1,950.00 130 $1,950.00 Totals: 130 $1,950.00 130 $1,950.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $69.25 ACCESSORY PLANS REVIEW 1 SELECT $17.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $91.06 Notes: ':. FWNW': _a .. . _: �� .. _ .;.. . . .... Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $91.06 $91.06 $0.00 $91.06 $91.06 $91.06 $0.00 $91.06 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: jmm Printed By: jmm Print Date: 8/21/2008 Permit Center (� crrvor -� 11703E Sprague Ave, Suite B-3 PERMIT NUMBER: (p C pUkarie Spokane Valley, ,9926 Valley ` �Lr PERMIT FEE: y (509)688-0036 F . �.5�$�$FrOt'13�'``'' www.spokane40.b+g . ®rz Community Development # S t Residential ConstructionCc- ? W Construction Accessory Bldg Permit Application . Addition/Remodel Deck '' n Other: In 11 SITE ADDRES j ,e, 15:11„.. ----- ASSESSORS s 1. ``--`- ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Contractor: 1/ Name: .C .5L1 a c' Name: a� AfP i5n.t Uejspns cE,�S{f✓GJ1�p Address: ` Address: 107 toi r Ig-#'1n P O. leggy I a T City: 5� 1/ W tui_e •✓U State: . fi Zip: City: �G� �State: Zip: 99� Phone: 5-05 , WS'b RQ41 Fax: Phone: 5-- w s,d 9)( Fax: Contractor LicNo.: . Exp Date: e F'a/, gins,q NealS42C.'"13(a( Contact Person City BusinessLic.No: Name: Vay� U. /Op 1S0 td r ©QZ- 7,3' • (�7� 1•C Phone: 5t;' ,�1'% ';(' I I Desc •be the scope of work in detail: ,L Cost of Project: AcreQ.�'- gai Net Q s' 0 X ;in` 1 cac PB(`' c�� Proposed Use: Cacpcd- coo **************The following MUST be complete: (write N/A if not a plicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: A ) TOTAL HA ITABLE SPACE: F 1f s'� x'a4 �( MAIN FLO R TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPE IOUS SU FACE FTG: / AREA: , it////// FINISHED BASEMENT GARAGE SQ. FTG:Afokr D 1 •V. Py 0 SQ. FTG: 30% SLOPES ONA.): a SQ. FTG: •— /3 0 y# PROPERTY: /r' #OF BB 4FOMS: CAO' IVIF UUCTION TYPE: ' ' -• R17:./4EW OR SEPTI ? The permiteeitverifies,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. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be •r. essed. ci SIGNATURE. �'— DATE: f-/5 © Method of Payment: X Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 pOkkIIle 11703 E Sprague Ave Suite B-3♦ Spokane Valley WA 99206 ♦509.688.0036 ♦ Fax: 509.688.0037 • ,o0Valley® Completed Building and Mechanical Application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature and date. ElThree (3) sets of plans including Site Plan, elevations, floor plans, foundation plans with details, roof plan, framing plans and details. Show the height of any proposed buildings or accessory structures. E1Floor plan for each floor: Dimension to scale(minimum 1/8") and label each room (including sq footage of house and garage on plans) show each level of existing house and square footage of any additions. EDEgress windows: Provide at least one window or exterior door approved for emergency escape or rescue from basement and in every room for sleeping. 0 Floor framing details: Joist type, size, spacing and installation details. ElRoof framing plan and details ❑X Furnace and hot water heater location ❑X All header locations: type, size and connections ❑X Foundation plan ElInsulation information ❑E Decks and Stairway details All braced wall panel types: show locations and details of installation, including engineered design Smoke detector locations 22" x 30" attic access location 18" x 24" crawl space access One-hour separation detail: between house and garage PLANNING DEPT. APPROVED BY: y DATE: Vzi/zerg - .3(bP Ai\A o7' ,> .7‘ /1*\ c?covSea. cNOC 0.S I - - et-1- N 2. i i { i 1 I i H r � ! ,1 3 E <-. ------ SO ' ------- l'>. ! 7 if- " )1)/ ' ---.4 j j I ,..,isEl______. Rcn ©ses c,,,cQoc� Ii I i Hi ' S' I [ I, o 1 i .1,--- ' ___._._.._ V f _. .___....__. _--__. -._-_-- S Ioce_ I-1 t I5/3. .. a.5) , 5hej !.‘,( tater , p \_\� •� 1°,t 1 f \)v�� O 1/ r 1 Ew s T.N `-- 6-1V-4434-a if XL. 1/8"GAP BE i WEEN SHEATHING �3 AB S-4cni(�L�S 3e7-4 �'c r fZ L.t f cs -'s- 0 c- -rtes Cir\ fr Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering - .Q99808 R2 1 HO 260000 2.934 0 0 Nelson's Const. / JM DG 13-5-3 4x5= DG 13-5-3 HO -16 *2x311 B *2x311 HH 1- -6 H -1-4-1-4 2.934 *2x311 Oi 4 *2x311 3x4: K S 3x4_ *2x311 G B TC *2x311 TCtillia, W 3-4-8 I ., �Ally . axes �' 3x6= J Bim' F L P ESPL R T D BCLx *2x311 2x311 N 5x7= V 2x311 *2x311 W:508 *2x311 *2x311 *2x311 *2x311 W:508 R:1446 *2x311 *2x311 R:1429 U: 289U: 286 *2x31 I *2x3H EP 7-2-13 13-0-0 18-9-3 26-0-0 BC 7-2-13 5-9-3 5-9-3 7-2-13 BC 7-2-13 1 5-9-3 I 5-9-3 I 7-2-13 EP 7-2-13 13-0-0 18-9-3 26-0-0 .8 26-0-0 B ALL PLATES ARE MT2020 Scale:0.252"=1' Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 146.1 LBS Online Plus -- Version 22.0.019 G -E 0.74 1451 C Zone location: Exterior RUN DATE: 14-AUG-08 E -B 0.15 948 T TC Dead Load : 4.0 psf E -H 0.78 1543 C BC Dead Load : 6.0 psf CSI -Size- ----Lumber---- D -H 0.03 259 T Max comp. force 4585 Lbs TC 0.88 2x 4 DFL-1B Max tens. force 4468 Lbs BC 1.00 2x 4 DFL-1B TL Defl -0.64" in F -E L/472 Quality Control Factor 1.25 WB 0.78 2x 4 DFL-#1 LL Defl -0.44" in F -E L/685 Shear // Grain in H -C 0.44 Brace truss as follows: O.C. From To Plates for each ply each face. TC Cont. 0- 0- 0 26- 0- 0 Plate - MT20 20 Ga, Gross Area BC Cont. 0- 0- 0 26- 0- 0 Plate - MT2H 20 Ga, Gross Area Jt Type Plt Size X Y JSI psf-Ld Dead Live A MT20 3.Ox 8.0 Ctr Ctr 0.94 TC 7.0 40.0 G MT20 3.Ox 4.0 Ctr Ctr 0.97 BC 10.0 0.0 B MT20 4.Ox 5.0 Ctr Ctr 0.58 TC+BC 17.0 40.0 H MT20 3.Ox 4.0 Ctr Ctr 0.97 Total 57.0 Spacing 24.0" C MT20 3.Ox 8.0 Ctr Ctr 0.94 Lumber Duration Factor 1.15 F MT20 2.Ox 3.0 Ctr Ctr 0.32 Plate Duration Factor 1.15 E MT20 5.Ox 7.0 Ctr-0.5 0.89 TC Fb=1.15 Fc=1.10 Ft=1.10 D MT20 2.Ox 3.0 Ctr Ctr 0.32 BC Fb=1.10 Fc=1.10 Ft=1.10 8 Gable studs to be attached Total Load Reactions (Lbs) with 2.0x3.0 plates each end. Jt Down Uplift Horiz- REFER TO ROBBINS ENG. GENERAL A 1447 290 U 37 R NOTES AND SYMBOLS SHEET FOR C 1430 286 U 37 R ADDITIONAL SPECIFICATIONS. Jt Brg Size Required - NOTES: A 5.5" 1.5" Trusses Manufactured by: C 5.5" 1.5" Valley Best Way Analysis Conforms To: Plus 6 Wind Load Case(s) ANSI/TPI 95 & 02 Plus 1 UBC LL Load Case(s) Design checked for LL on BC Plus 1 DL Load Case(s) per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 Membr CSI P Lbs Axl-CSI-Bnd (section 1607.1), 20.0 psf. Top Chords Design checked for 10 psf non- A -G 0.78 4499 C 0.22 0.56 concurrent LL on BC. G -B 0.49 3078 C 0.07 0.42 Refer to Gen Det 3 series for B -H 0.53 3079 C 0.07 0.46 web bracing and plating. H -C 0.88 4585 C 0.23 0.65 Wind Loads - ANSI / ASCE 7-05 Bottom Chords Truss is designed as a Main A -F 0.85 4380 T 0.54 0.31 Wind-Force Resistance System. F -E 0.61 4380 T 0.54 0.07 Wind Speed: 90 mph E -D 0.66 4468 T 0.56 0.10 Mean Roof Height: 25-0 D -C 1.00 4468 T 0.56 0.44 Exposure Category: C Webs Occupancy Factor : 1.00 F -G 0.03 248 T Building Type: Enclosed Robbins Engineering,Inc./Online Plus'.©1996-2008 Version 22.0.019 Engineering-Portrait 8/14/2008 4:24:59 PM Page 1 - Job Mark Quan Type Span P1-H3. Left OH Right OH Engineering . Q99808 R1 3 HO 260000 30600 2- 0- 0 2- 0- 0 Nelson's Const. / JM DG 13-5-9 4x5= DG 13-5-9 HO 3-14B HO 3-14 HH 4 HH 4 2.934 1 �a 3x4; 3x4_ G H 3-6-0 3x8 TC TC 3C8- IIIIIIIIIIIIIIIIIIIIIIIIIIIIII II illrilbIIIIIIIIIIIIIIIIbIWN.._ F BCI' E D BCL 2x31 I 5x7= 2x31 W:508 SPL W:508 R:1677 R:1677 U: 346 U: 346 EP 6-11-12 13-0-0 19-0-4 26-0-0 TC 2-0-0 6-11-12 6-0-4 6-0-4 6-11-12 2-0-0 BC 6-11-12 6-0-4 I 6-0-4 I 6-11-12 EP 6-11-12 13-0-0 19-0-4 26-0-0 .. 26-0-0 B ALL PLATES ARE MT2020 Scale:0.227"=1' Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 141.1 LBS Online Plus -- Version 22.0.019 E -B 0.15 933 T Max tens. force 4410 Lbs RUN DATE: 14-AUG-08 E -H 0.80 1441 C Quality Control Factor 1.25 D -H 0.03 249 T CSI -Size- ----Lumber---- TC 0.78 2x 4 DFL-1B TL Defl -0.63" in E -D L/475 BC 0.79 2x 4 DFL-1B LL Defl -0.43" in E -D L/693 WB 0.80 2x 4 DFL-#1 Shear // Grain in A -G 0.41 Brace truss as follows: Plates for each ply each face. O.C. From To Plate - MT20 20 Ga, Gross Area TC Cont. 0- 0- 0 26- 0- 0 Plate - MT2H 20 Ga, Gross Area BC Cont. 0- 0- 0 26- 0- 0 Jt Type Plt Size X Y JSI A MT20 3.Ox 8.0 Ctr Ctr 0.95 psf-Ld Dead Live G MT20 3.Ox 4.0 Ctr Ctr 0.90 TC 7.0 40.0 ' B MT20 4.Ox 5.0 Ctr Ctr 0.59 BC 10.0 0.0 H MT20 3.Ox 4.0 Ctr Ctr 0.90 TC+BC 17.0 40.0 C MT20 3.Ox 8.0 Ctr Ctr 0.95 Total 57.0 Spacing 24.0" F MT20 2.Ox 3.0 Ctr Ctr 0.32 Lumber Duration Factor 1.15 E MT20 5.Ox 7.0 Ctr-0.5 0.83 Plate Duration Factor 1.15 D MT20 2.Ox 3.0 Ctr Ctr 0.32 TC Fb=1.15 FC=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Total Load Reactions (Lbs) ADDITIONAL SPECIFICATIONS. Jt Down Uplift Horiz- A 1678 346 U 38 R NOTES: C 1678 346 U 38 R Trusses Manufactured by: Valley Best Way Jt Brg Size Required Analysis Conforms To: A 5.5" 1.8" ANSI/TPI 95 & 02 C 5.5" 1.8" OH Loading Soffit psf 2.0 Plus 6 Wind Load Case(s) Design checked for LL on BC Plus 1 UBC LL Load Case(s) per BOCA (section 1606.2.3), Plus 1 DL Load Case(s) IBC/IRC-2003 and FSC 2004 (section 1607.1), 20.0 psf. Membr CSI P Lbs Axl-CSI-Bnd Design checked for 10 psf non- Top Chords concurrent LL on BC. A -G 0.78 4532 C 0.23 0.55 Wind Loads - ANSI / ASCE 7-05 G -B 0.51 3117 C 0.07 0.44 Truss is designed as a Main B -H 0.51 3118 C 0.07 0.44 Wind-Force Resistance System. H -C 0.78 4532 C 0.23 0.55 Wind Speed: 90 mph Bottom Chords Mean Roof Height: 25-0 A -F 0.79 4410 T 0.55 0.24 Exposure Category: C F -E 0.66 4410 T 0.55 0.11 Occupancy Factor : 1.00 E -D 0.66 4410 T 0.55 0.11 Building Type: Enclosed D -C 0.79 4410 T 0.55 0.24 Zone location: Exterior Webs TC Dead Load : 4.0 psf F -G 0.03 249 T BC Dead Load : 6.0 psf G -E 0.80 1441 C Max comp. force 4532 Lbs Robbins Engineering,Inc./Online Plus""®1996-2008 Version 22.0.019 Engineering-Portrait 8/14/2008 4:24:59 PM Page 1 SL 13-4-10 SL 13-4-10 DG 13-5-9 DG 13-5-9 HO 3-14 HO 3-14 HH 4 HH 4 EP 6-11-12 13-0-0 19-0-4 26-0-0 TC 2-0-0 I 6-11-12 I 6-0-4 I 6-0-4 I 6-11-12 12-0-0 4x5= B 2.9341 � 3x4_ 3x4 G H 3-11-10 TC w �: TC 3-6-0 .....iiiiiiiiiii 3A8 arvn 3C6 E• BCL E D BCL 2x3I1 5x7- 2x31igl W:508 SPL W:508 R:1677 R:1677 U: 346 U: 346 BC 6-11-12 I 6-0-4 I 6-0-4 I 6-11-12 • EP 6-11-12 13-0-0 19-0-4 26-0-0 -EE1 26-0-0 C> ALL PLATES ARE MT2020 • 1 Scale:0.294"=1' Nelson's Const. / JM Robbins Engineering, Inc./Online Plusm Job Mark Quan Type Span P1-H1 Left OH Right OH Single Drawing Q99808 R1 3 HO 260000 30600 2- 0- 0 2- 0- 0 Robbins Engineering,Inc./Online Plus"'©1996-2008 Version 22.0.019 Single Drawing per Page 8/14/2008 4:24:10 PM Page 1 CI -; • I+ r A 5 SL 13- -10SL 13-4-10 DG 13- -3 w * DG 13-5-3 HO 2-6 t ' HO 2-6 HH -1- _ HH -1-4 EP 5-0-0 1-2-13 11-0-0 13-0-0 15-0-0 17-0-0 18-9-3 21-0-0 26-0-0 TC i 5-0-0I- 2-2-13 11-9 I 2-0-0 1 2-0-0 12-0-0 12-0-0 11-9-3 I 2-2-13 I 5-0-0 {l 4x5= 't *2x311 B *2x311 2.934 *2x311 O Phi Q *2x311 3x4 R fx/ c S 3x4_ GH *2x311 TC - TC *2x311 3-4-8 e,��• GS 4 Wl W CT. 3x8 W3 M L .T U W3 3x8_ A —.0a118C C J J BCL F N P ESPL R V D BCL X *2x311 2x311 *2x311 5x7= *2x311 2x311 *2x311 7 *2x311 *2x311 *2x311 *2x311 W:508 *2x311 *2x311 W:508 R:1446 R:1429 U: 289 U: 286 BC 5-0-0 I 2-2-13 11-9-3 I 4-0-0 I 4-0-0 11-9-3 I 2-2-13 I 5-0-0 EP 5-0-0 7-2-13 9-0-0 13-0-0 17-0-0 18-9-3 21-0-0 26-0-0 J 26-0-0 C ALL PLATES ARE MT2020 Scale:0.339"=1' Nelson's Const. / JM Robbins Engineering, Inc./Online Plus's Job Mark Quan Type Span P1-H1 Left OH Right OH Single Draiving Q99808 R2 1 HO 260000 2.934 0 0 Robbins Engineering,Inc/Online Plus'.01996-2008 Version 22.0.019 Single Drawing per Page 8/14/2008 4:2410 PM Page 1 Driveway Approach Deviations, relocations or alter- ations to existing or designated driveway approaches in subdivisions will require a right of way permit address- ing storm water engineered configuration and sizing. PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND Ft unn SYSTEMS PRIOR TO FRAMING ,t,1 ;" noNS CITY COPY THIS BUILDING SUBJECT TO FIELD,INS.PECTION CO RECTIQI IS REVIEWED FORC DEC MPLIANCE SPOKANE VALLEY UILU G DIVISION FA (/ it/a t rte For City Use Only CITY OF SpoIitne PLUS Project Number 6 Project Address t V'1 1, \J Valle ° y 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is 61a The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. > Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure,you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone,fax, email,or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re- submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre-construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE-APPLICANT PINK-BUILDING FILE REV 9/07