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2008, 05-28 Permit App: 08001361 Garage Project Number: 08001361 Inv: 1 Application Date: 5/28/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 40 X 60 GARAGE Contact: LAMBERT,F JIM&SHANNON L Address: 15515 E 14TH AVE C-S-Z: SPOKANE,WA 99037 Setbacks:Front Left: Right: Rear: Phone: (509)000-0000 Group Name: Site Information: Project Name: Plat Key: Name: Range District: Sout Parcel Number: 45243.0217 Block: Lot: SiteAddress: 15515 E 14TH AVE Owner:Name: LAMBERT,F JIM&SHANNON L Address: 15515 E 14TH AVE Location::CSV SPOKANE,WA 99037 Zoning: R-1 SF Res Estate District Water District: 010 VERA Hold: I1 Area: 45,000 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information. ..; .... Review Building Plan Review Released By: Originally Released: 5/28/2008 By: tmelbourn Septic Sys Review Released By: Originally Released: 4/17/2008 By: LHALSEY Landuse/Zoning/HE Conditions Released By: Originally Released: 4/14/2008 By: mharnois Permits: Operator: JD Printed By: jmm Print Date: 5/28/2008 Project Number: 08001361 Inv: 1 Application Date: 5/28/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Building Characteristics Building Height 19 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation SQ Ft Valuation GARAGE U-1 VB 2,400 $45,600.00 2,400 $45,600.00 Totals: 2,400 $45,600.00 2,400 $45,600.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $603.35 ACCESSORY PLANS REVIEW 1 SELECT $150.84 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $758.69 ...- Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $758.69 $758.69 $0.00 $758.69 $758.69 $758.69 $0.00 $758.69 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: JD Printed By: jmm Print Date: 5/28/2008 Permit Center ('/ r ^ or 11703E Sprague Ave Suite B-3 PERMIT NUMBER: I13 Ul mane Spokane Valley,w��IVED BY PERMIT FEE: 5`allev. (509)688-0036 CF -(5( ►j f� '/✓ALLEY •�/�J www.spokanevallev.or 0 11 2 008 Community Development Residential Construction Pr ll l Ci=l New Construction Accessory Bldg Permit Application q(------ (l Addition/Remodel (l Deck U Other: SUADDRESS: ! � I 3 L.: '-1-1 i--- ck2�-+—e ,1/4_,.j ASSESSORS PARCEL NO: LEGAL DESCRIPTION: ?X 62 ICA 17 ;-Aci,. Aci Building Owner Contractor Name: --`, / .�-- Name: ,, .v-v-- Address: 13-S , E. f tv..... Address: City:QC 1(_�Cs.rnQ__. State: Zipx6 `) City: State: Zip: Phone --05._ c 2 q_ i Lc Li Fax: Phone: Fax: `1 Contractor Lic No: Exp Date: Contact Person City Business Lic.No: Name: '3-4.",...... (...c�.v--st 9 Phone: c 2-' —Li q 0 c4 ..)�C. c . 2c...t.G' Describe the scope of ` rk in detail: Cost of Project: (Orr' C.y�-...c._ .4 . t. r o. -- o,.. f.,,,-,40, S w - Z S 1-0cAl.S .eA I S/ 2.. S'—e- c:). ?(..,-,.‘k .-06c.- Com-.— .Si.-b. Proposed Use: D.,/ SA-a.-- €L_ **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: a 90X0 Ai LA iik MAIN FLOOR TO SQ. 2ND FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: jitA FINISHED BA�E�VIENT A�Rf+G,�S�Q. FTG: DECK/COM. TIO SQ. FTG: 30% SLOPES SQ. FTG: I' ' ` IU1 #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEyVER OR SEPTIC? !o A 91-►c,Ic rn - A)IA /1-1 IA 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 or�ances.6) Plans or additional information may be required to be submitted,and subsequently approved before this application��can4 :=.�1.��a: SIGNAT 6'� AWN 7 DATE: y R -Z�� Method of Payme : D Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 Project Nem project cm,(]F Previous pre-app meeting ❑ potane Transmittal Plan revisions D City of Spokane Valley Transmittal Date: 4•0110101,17alleY Community Development Monday,April14,2008 Department 11703 E.Sprague Ave,Suite B3 Spokane Valley,WA 99206 Phone:509.688.0036 Site Address: 15515 E 14TH AVE Project Number: 08001361 Parcel Number: 45243.0217 Zoning: R-1 Water District: VERA Fire District: FD 01 Applicant: LAMBERT, F JIM & SHANNON L Owner: LAMBERT, F JIM & SHANNON L 15515 E 14TH AVE 15515 E 14TH AVE SPOKANE. WA 99037 SPOKANE. WA 99037 (509) 000-0000 e-mail: e-mail: Contact: LAMBERT. F JIM & SHANNON L Occupant: 15515E 14TH AVE e-mail: SPOKANE, WA 99037 (509) 000-0000 e-mail: Contractor: OWNER Arch/Engineer: ( ) 0 e-mail: Project 40 X 60 GARAGE Description: Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION SITE PLAN 1 4. PLANS ei / 'i . Please send all plan review and project comments via e-mail to the highlighted individuals. • SjO1 '1.111111114) Valley® 11703 E Sprague Ave Suite B-3• Spokane Valley WA 99206 ♦509.688.0036 ♦ Fax: 509.688.0037 • May 6, 2008 F. Jim Lambert 15515 E. 14th Ave. Spokane Valley, WA 99037 Dear Sir: The construction plans for your proposed garage call for walls 12 feet in height. According to Table R602.3(5) of the 2006 International Residential Code IRC),the maximum height of laterally unsupported studs is 10 feet. Footnote (a) of that table states, "Listed heights are distances between points of lateral support placed perpendicular to the plane of the wall. Increases in unsupported height are permitted where justified by analysis. " The Code and Commentary Volume 1 of the 2006 International Residential Code further explains, "This table provides the allowed stud spacing in bearing walls up to 10 feet(3048 mm) high as stated in Section R602.3.1 As described in Note a increases in unsupported height are permitted where justified by an engineering analysis. The "unsupported height" of a stud is really the distance between points of lateral support, which generally occurs at each floor level. According to the 2006 IRC Section R602.1 Identification. Load-bearing dimension lumber for studs,plates and headers shall be identified by a grade mark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOCPS 20. In Lieu of a grade mark, a certification of inspection issued by a lumber grading or inspection agency meeting the requirements of this section shall be accepted. According to the 2006 IRC Section R602.1.1 End jointed lumber.Approved end jointed lumber identified by a grade mark conforming to Section R602.1 may be used interchangeably with solid-sawn members of the same species and grade. Since end jointed lumber is also referred to as finger jointed lumber,the use of finger jointed studs is permitted in load bearing walls. The use of finger jointed or any other dimensional-sawn studs is allowed for a maximum of 10 feet height without lateral support. Engineering analysis is required for any stud above that height if not laterally supported by a floor, etc. This means that a structural engineer must calculate the load bearing lateral support required, design a detail and stamp the plans. One plan with an original engineer's stamp is required for submittal. Additional plans may be copies. If you have any further questions,please feel free to contact me at the Spokane Valley Building Department at(509) 688-0044 or tmelbourn@spokanevalley.orq. /OA, ' Tom Melbourn, Plans Examiner • NOTE TO FILE: Proiect No. 08-001361 On Tuesday May 6, 2008 at approximately 1:40 pm, Stan Sloan spoke with me at the Building Department counter at 11703 E. Sprague Avenue, Suite B3, Spokane Valley, WA 99206. He stated that he was going to pick up the finger jointed studs he had delivered to the job site of Jim Lambert, because Mr. Lambert no longer wanted them in his construction project. Mr. Sloan said he was then going to submit a bill to the City of Spokane Valley and sue the City for those studs. I asked Mr. Sloan the reason. Mr. Sloan stated that the city building inspector had told Mr. Lambert,that if Mr. Lambert used those studs, he (the inspector)was going to tear them out. I asked for a card to contact Mr. Lambert, and Mr. Sloan gave me that card. Mr. Sloan then left in his truck,before I could contact Mr. Lambert. I telephoned Mr. Lambert at his place of business (Northwest Tire&Automotive) at the telephone number(509) 922-2006 at approximately 1:45 pm on May 6, 2008. Mr. Lambert answered the telephone and identified himself as Jim. I spoke with Mr. Lambert for approximately 5 minutes. The conversation is as follows: I told Mr. Lambert that Stan Sloan had just left the Building Department and was going to pick up the studs and take them away from the construction site (15515 E. 14th Ave., Spokane Valley, WA 99037). I told Mr. Lambert that the forger jointed studs were approved for construction,but Mr. Lambert stated he did not want them anyway. I asked him the reason. He stated that his construction friends had told him they had never used finger-jointed studs and would not use them in their construction. Mr. Lambert went on to say that the cost of the finger jointed studs compared to regular studs was negligible. He had only bought the fmger-jointed studs because Stan Sloan had said he could make Mr. Lambert a good deal on the studs and would trade for some work on his(Mr. Sloan's) motor home. I asked Mr. Lambert regarding any statements made by the city building inspector about the finger jointed studs. Mr. Lambert said he had conversed with the city building inspector about several aspects of the project including the foundation walls. He said that when he asked the inspector about the studs,the inspector had said he didn't know if they were approved and if they were approved it might be only every other stud. I asked Mr. Lambert about Mr. Sloan's statement that if Mr. Lambert used the studs the inspector was going to tear them out. Mr. Lambert replied that statement was not accurate. Mr. Lambert said that the inspector had, during the course of the previously mentioned conversation, said that if any of the construction was not according to code it would have to be removed. Mr. Lambert apologized for Mr. Sloan dragging the city into this situation. He went on to say that he only had a couple of weekends in which his friends could help him build the structure, and he did not want any problems especially with his friends. He said that Mr. Sloan was only involved because of the purchase of the finger-jointed studs. He also stated that it would be he (Mr. Lambert)who would be obtaining an engineer to do the analysis. • My analysis of the conversation with Mr. Lambert was that Mr. Lambert did not believe the finger-jointed studs were a great bargain compared with regular studs, and his construction friends were not enamored with finger jointed studs. He especially did not want to alienate his friends,who were helping to build the structure. Tom Melbourn Plans Examiner TRUMARK gmaxt, HEADQUARTERS 4020 E MAIN AVENUE SPOKANE, WA 99202 PHONE (509) 534-0644 . - FAX (509) 534-2140 Email trumarkind@msn.com May 6, 2008 To: Stan Sloan RE: 12' Finger Joint Studs Dear Stan, I spoke with Tom Melborne with the Spokane Valley Planning Commission, and per our conversation all walls over 10' require lateral bracing. Building plans need to be engineered for a 12' wall with lateral bracing. Trumark fmger jointed studs are acceptable,but must be used with lateral bracing at this wall height. Lateral bracing is required on 10' and above walls,regardless of whether solid studs or finger jointed studs are used. Sincerely, TRUMARK INDUSTRIES,INC. n Swenson, General Manager r •; t+ �� rid 3 KW "'4 a4. 1 CI,AR,E tom# ; " T-44"w-41 a3x . N6 E, 1 t it`k, „.....„ K,' - :41-',,,,,,, , > .. .,, ..‘ ,,,?4.,,,„..,,,,„.., . k,,,,,,,,,,,,,„„, } i i - � a :r 3 4 y. i .:.»w , ^..,...- .... . ,:.w :_..f: _ )i.;_._ { `'-:. � /y• 709 Arf,A0Ae• 45/ 4!Id, 4efavAD AV ., _ _ __ __:, 0. , , I s f - *; Founded 1946 t1i_qti, :,,)1'', 1It.s:' ,,- !'1tf,. *`:$E.- tt:- } k fq impson Engineers, Inc. 1 Ci. i- = .,* ht:;`.-:V'2:,1.,=- 6vil Engineering, Land Surveying & Land Planning i 0 i ` = Charles E. Simpson, P.E. & P.L.S. $.1.,,,== c' Oif Sc e. 926-1322 ft N. 909 Argonne Rd. Fax: 926-1323 `: , r k'Y_ I Spokane Valley, WA 99212 Email: chuck@simpsonengineers.com - _ ; I ` 5h' ` 1 �ic^ 4rd"ier71:6Wgr 271-Ne w,,�� r aa ',' - ' ; - ..,•.,. k i 1 ,,, . f., air F Spokane . ValleY /y C369 m. API Tom Melbourn PLANS EXAMINER/BUILDING INSPECTOR Permit Center Ph:(509)688-0C 11703 E.Sprague Ave.,Suite B-3 Fax:(509)688-0C • • NiCLARENCE E. SIMPSON mpson Engineers, Inc. 1901-1987 RICHARD L. SIMPSON CIVIL ENGINEERS AND LAND SURVEYORS CHARLES E. SIMPSON FOUNDED 1946 Licenced in Washington N. 909 Argonne Road Spokane, WA 99212 (509) 926-1322 Fax: 926-1323 May 6. 2008 Stan Sloan 6007 E. 12th Ave. Spokane Valley, WA 99212 Re: Finger Joint Studs To Whom It May Concern; Stan Sloan constructed a 40'x 60' for us about ten years ago at our property on Argonne Road. The studs which were used were supplied by Trumark Industries located at 4020 E Main Ave. in Spokane, Washington. These finger glued studs are 2"x 6"and are 10 feet long and are true as they were the day they were installed.. Sincerely. CLA) Chuck Simpson President Stan Sloan 509-474-1968 May 21, 2008 Tom Melbourn, Plans Examiner Spokane Valley Building Codes Dept. 11703 E. Sprague Ave., Suite B-3 Spokane Valley, WA 99206 Re: Finger Joint Studs Dear Mr. Melbourn, I am in receipt of your letter of May 6, 2008 directed to Jim Lambert in which you indicate that ANY stud wall in excess of 10 feet requires the approval of an engineer regardless of the material used. I have furnished 12-foot finger jointed studs to Mr. Lambert to be used in his 40x60 building at E. 15515 14th Ave. On more than one occasion Mr. Lambert informed me that your building inspector told him that the finger jointed studs were unacceptable. As a result Mr. Lambert told me to pick up and remove the defective finger jointed studs that I delivered to his construction site. I possess a degree in Building Construction Management from Washington State University, which encompasses 2 years of architectural engineering. Having been in the building business over 50 years I've used finger jointed studs repeatedly with NO complaints from anyone including but not limited to the building inspectors of Spokane County. I trust this matter can be resolved. Mr. Lambert can and will provide you with an engineers approval. Thank you for your cooperation in this regard. Yours truly, 41111111111111. 4110/4-11 4111 Stan Sloan Cc: Jim Lambert, Owner Mary Kate Martin, Director Chuck Simpson, Civil Engineer Copy Received 5/21/08 , Jeffery Sharpe, PE 553 Fordyce St.,Ashland,OR 97520 541-531-3436 jeff@sharpenotes.com 5/21/08 James Lambert 15515 East 14th Spokane Valley Spokane, WA 99037 RE: Lateral Design of new shop building Mr. Lambert Per your request, and subsequent to our conversations with Tom at the Building Department, we have performed a lateral analysis of the new shop as depicted in the sketches you provided, per IBC 2006 for both an 85MPH Exposure B wind and a Seismic Design Category C event. These analyses show the structure's walls as depicted will meet or exceed the IBC lateral design code requirements if all of the following specifications are strictly adhered to. 1. Use Douglas Fir(DF)#2 (S4S) or better for all wall studs, plates, and headers. All framing members to have a"dry" rated moisture content (<19%). Sill plates in direct contact with concrete: California Foundation Grade Redwood or Species Group B Pressure Treated Lumber. 2. Structural wall sheathing- Wall Sheathing- 7/16" APA Exposure 1. Structurally sheath all framed exteriors prior to siding. Block all panel edges and nail with common 8d nails @4"oc edge and 12"oc field. 3. Provide Simpson HD8A holddown anchors in 7/8" anchor bolts bolted to 4x6 panel end members with three 7/8" machine bolts per the Simpson literature in the following 6 locations- at each end of each 4'0" shear panel between the garage doors and between the garage doors and the corners. 4. Nailing, blocking, and all other construction details per IBC unless noted otherwise. We hope this letter provides the information you desired. Please do not hesitate to on c us if we may be of further assistance. `'nc•r,ly a M -9e ';, s ''' \ ,,,‘- J,ff: . ,arpe, PE a�a + it, Der1 t L 1,� e�;, .%.,74.. 1 '; ?t rRsee-.r.'. •T _ � \�O,.�5 I rt5 o 2p. � Lig ! L4P1 • t •D 'k" Ve}iQ�S r' NE, Qz k- . cast /4ift 5 pok-a.-4_ 06.1 le s pe)Kcivte cti037 t,. ...7."7„---- •I 14. cr.." RiLko'jz- ki \ \ .4.14 ge- Pr• k Ch) C) "k* . R,LboA — .. „. . . I cl) , „,-- 4 I et- I I , ,... ....._ _ . . . . . , . ,.J t- 34 , N., 0 .`NN.N /9-67009c--77c (5-/--if/z..ic rcry ,, 0 c . . I /5i" Z„, .,),_ 46 1._, .------- . ..,-- -...-"-' ''- . --1--- .-------- ----1 6-7.44-F,C0 -4 -- 1„,,----/ H- z , • 6 lociec,-x - 0111-1- 2_ 1 . t 1 i C...) 5 e.ttiq ..9 ,,r-• .,\ to04(1 g' tj N) 7 / 4' .___:=1 • . _. . 0 0 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS „0„.01/alley REVIEWED FOR ',OD'-'7 COMPLIANCE SPOKANE' ALLEY UJ_LIN DIVISION PLOT PLAN 1 ELEVATIONS: i Crown of Street Finish Floor ' 150' 4 'li IVaP+h C '. r5- �. #11: . 'a I ' \ • 41 3 /`��r+�/\' (1' i _1 r'/ �4pJ 1 - r -- --7N-- �� s ,,,,, _____ il 1 i . 1 I t 1 1 1 1 I _ O411 ------)et) \k,, '( 44 ,_% .91,9 'g�,1 �,� 1 I- ti i I . 1 • • s I ' 41 1 n f(-----42% V �" 1 I . p) 42--4 1 " Aft' , z4' 1 1I 1 1 __tom • 1 I . , -... ., pt II . f H 150' t!� _sic;_ ► Sq. Ft. lY AuenK,,e Scale: /�� .moi lSD Jf C ail .N i 3w Va a z4' Z4 �S 5q. -Ft ------- o'--- l y *�_ Quen u --------------Scale: -- , /o qa _` /0,7z Legal --:-%--- HA -Case a-------- i J65-1------- w -------------- _-------- 1_01: 1'7 ---------------- __L- ; Address: ortgage Co. G / I -------------- -----/SSfS------------- L--------- �eg f wS�enw ' --- - gyver Co ; iter Co. Tumber---� *2 rn,> ' ------- ,Excavator --- ---_� ---------------------- ---------------->___________ PLANNING DEPT. APPROVED BY - DATE: