Loading...
2007, 09-24 Permit App: 07003712 Pole BldgProject Number: 07003712 Inv: I Application Date: 9/24/2007 Page l of THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: 16 X 24 POLE BLDG Contact BLAKENSHIP, DEBRO & SONJA Address: 11207 E 8TH AVE C - S - Z: SPOKANE, WA 99206-2817 Setbacks: Front Left: Right: Rear: Phone: (509)924-3653 Group Name: Site Information: Project Name: Plat Key: 001508 Name: LYSTAD SUB District: Sout Parcel Number: 45212.1518 Block: Lot: SiteAddress: 11207 E STH AVE Owner: Name: BLAKENSHIP, DEBRO & SONJA Address: 11207E 8TH AVE Location:: CSV SPOKANE, WA 99206-2817 Zoning: UR -3.5 Urban Residential 3.5 Water Distract Hold: Area: 11,180 Sq Ft Width: 86 Depth: 130 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: .. Review Building Plan Review Released By: Originally Released: 9/20/2007 By: TMELBOU Landuse/Zoning/HE Conditions Released By. Originally Released: 9/24/2007 By: mpalaniuk Permits Operator: JD Printed By: JD Print Date: 9/24/2007 ProjectNmnber: 07003712 Inv: I Application Date: 9724/2007 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: BULLDOG CONTRACTORS INC Firm: BULLDOG CONTRACTORS INC Address: 11308 E 11TH Phone: (509)435-3577 SPOKANE VALLEY WA 99206 Building Characteristics Building Height 16 Description Gro Type Notes POLEBDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBCSURCHARGE Notes: Payment Summary: Permit T Te Building Permit Page 2 of 2 Fee Amount This Application: Total Project: Amount Owine Su Ft Valuation Sit Ft Valuation $301.06 0 $13,700.00 0 $13,700.00 Totals: 0 $13,700.00 0 $13,700.00 Units Unit Desc Fee Amount 1 SELECT $237.25 1 SELECT $59.31 1 SELECT $4.50 Permit Total Fees: $301.06 Page 2 of 2 Fee Amount Invoice Amount Amount Paid Amount Owine $301.06 $301.06 $0.00 $301.06 $301.06 $301.06 $0.00 $301.06 Disclaimer: Submittal of this application certifies the owner (or person(s) authorired by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type ofwork will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions ofthe code or ofany other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 9/24/2007 Permit Center PERMIT NUMBER:- Z SpoUna � 11703 E Sprague Ave, Suite B-3 kane Spokane Valley, WA 99206 PERMIT FEE: �t 7 17,.V. (5.,sa -0 tie FAX: (509)688-0037 �'[a11111GGJJ� p k nevalley-oi4 Community Development Residential Construction ❑ New Construction Accessory Bldg Permit Application ❑ Addition/Remodel ❑ Deck ❑ Other: SITE ADDRESS: 11 gni £ 13 Alt p�14:u-a I%c IIPJ W�94a0G ASSESSORS PARCEL NO: Y$'dla IS Ig LEGAL DESCRIPTION: Contact Person Name: Phone: S Describe the scope of work in detail e Proposed Use: Name: City: r. Phone: (5oaN o%. „'7 Ru ra"/Soq\ 9dV- Y09(. City Business Lia No: a 6- 0 4 5 0 9 tj e1 Cost of Project: $ r i -)rr, ...N/A or--+ The permitee verifies, acknowledges and agrees by their signature that: t) 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 ordinance ) Plans or additional information may be required to be submitted, and subsequen .tly approved before this application can be pro e RECRVED R� SIGNATURE: DATE: CV 10/ iYfTY OF SPr W, Mr VAtI EY aFP j1h1 Cash Bankcard #: 1 Authorized Signature: REVaED Wiwi Check ❑ Mastercard ❑ VISA Expires: VIN#: P,'Y 'S r1,1 19Y:/. r If OF STORIES: TOTAL HABITABLE SPACE: HEIGHT TO PEAK: DIMENSIONS: .. 16'x•>w>cl10' I MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEM�qEN/T SQ. FTG: IMPERVIOUS SURFACE FTG: .lily C (` �//� 15/(A AREA: 3 `I FINISHED BASEMENT ARA, E SO FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PRARERTY. SQ. FTG: # OF BEDROOMS. 1 CONSTRUCTION TYPE: HEAT SOURCE: N A SEWER R SEPTIC? oky u t • The permitee verifies, acknowledges and agrees by their signature that: t) 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 ordinance ) Plans or additional information may be required to be submitted, and subsequen .tly approved before this application can be pro e RECRVED R� SIGNATURE: DATE: CV 10/ iYfTY OF SPr W, Mr VAtI EY aFP j1h1 Cash Bankcard #: 1 Authorized Signature: REVaED Wiwi Check ❑ Mastercard ❑ VISA Expires: VIN#: P,'Y 'S r1,1 19Y:/. r Spokan' e�� jW1ey- 11703 E Sprague Ave Suite a-3 * Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhall@spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor 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. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information 13d i 0 6/ f�CLL+SSC'; M N s SO 9 shy j I A -13 �xis�inra, /1es�' HL.2 Bah- Ave. 3° ,DSL ai.i �u PLANNING DEPT. /APPROVED Cast 40'k LtQ BY:���%l DATE: 2LZ-t/w� RECEIVED BY ,CITY OF SPOKANE VALLEY SEP 2 0 2001 PERMI CENTER /30/ 1 Site Address: 11207 E 8TH AVE Parcel Number: 45212.1518 Zoning: UR -3.5 Fire District: FD 01 Project Transmittal City of Spokane Valley Community Development Department 11703 E. Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.0036 Water District: Newpro*a ❑ P­)---PP---w ❑ Pbm m... pr Tmna imdDate: Taeeday. OvwbmA AW Project Number: 07003712 Applicant: BULLDOG CONTRACTORS INC Owner: BLAKENSHIP. DEBRO & SONJA 11308 E 11TH 11207 E 8TH AVE SPOKANE VALLEY WA 99206 SPOKANE. WA 99206-2817 (509)435-3215 e-mail: a-mail:�� IE C IE LS n W IE D Contact: t � uBLAKENSHIP. DEBRO & SONJA Occupant: n ll II v 11207 E 8TH AVE e-mail., LS OCT , 2007 SPOKANE, WA 99206-2817 (509)924-3653 e-mail: U Q L 0 Q IM 01 Contractor BULLDOG CONTRACTORS INC Arch/Engineer: 11308 E 11TH SPOKANE VALLEY WA 99206 (509)435-3577 R 3 SroAJIG-S e-mail. 2N [- Q Project Description: 16 X 24 POLE BLDG l Please send all plan review and project comments via e-mail to the highlighted individuals. %� PERMIT CENTER Project Transmittal XM�pV ° 11703 E Sprague Ave. Suite B-3 Spokane Valley WA 99206 --d✓ Phone: 509.688.0036 Fax: 509.688.0037 New Application/Pre-Application ❑ Response to Review Comments ❑ Revisions to Application C1,; ,'..k, Other (Describe Below): ❑ Route to (Please check all that apply): Provide one of the following (REQUIRED FOR ACCEPTANCE): PLUS Project #: (p - Z Parcel Number: Site Address: �6 20/ e� Project Contact Information, // Name: �S�lB Ck Email: Relationship to Project: ❑ Architect ❑ Engineer ❑ Other Design Professional DATE STAMP: Phone: 5' 77 Fax: C ContmctorCjrr; g _ Division # of Sheets/ Type of Document/ # of Copies Received by: Building VERIFIED/INITIus 'QC Check by: 11Development Engineering VERIFIED/INITIALS ❑ ❑ ❑ ❑ / / QC Check by: —/ ❑ Planning / / VERIFIED/INITIALS ❑ ❑ ❑ / QC Check by: ❑ SV Fire Department / /- VERIFIED/INITIALS ❑ ❑ ❑ QC Check by: Project Contact Information, // Name: �S�lB Ck Email: Relationship to Project: ❑ Architect ❑ Engineer ❑ Other Design Professional DATE STAMP: Phone: 5' 77 Fax: C ContmctorCjrr; g _ T:' x Q i R 7 k C T:' R 7 k C o Baia 7 o 1 Jji T:' PERMIT CENTER Sp(ttRE Project Transmittal W- 11703E Sprague Ave. Suite B-3Valley WA 99206 J Phone: 509.688.0036 Fax: 509.68 509.688.0037 New Application/Pre-Application ❑ Provide one of the following (REQUIRED FOR ACCEPTARCEI: Response to Review Comments ❑ PLUS Project #: O -? Ci (D 3 Revisions to Application Parcel Number: Other (Describe Below): ❑ Site Address: I I �, U 7 spo It . «� Route to (Please check all that apply): Project Contact Information Name :!'f D' Ision # of Sheets/ Type of Document/ # of Copies Received by: Building wl�e •\cti .�+�✓��� V VERIFIED IFJ Email: QC Check by: ❑ Development Engineering VERIFIEDIINITIALSo ❑ ❑ / / QC Check by: ❑ Planning / / VERIFIED/INITIALS ❑ ❑ ❑ ❑ / QC Check by: ElSV Fire Department RIFIED/INITIALS ❑ ❑ QC Check by: Project Contact Information Name :!'f N`f�'e-rS r"� Phone: Email: Fax: Relationship to Project: ❑ Architect ❑ Engineer ❑ Other Design Professional ❑ Contractor ❑ Owner/Applicant DATE STAMP: RFC LJV6Q ❑v CIN OF SPOKANE VALLEY Cly G vim/ �pC.l CWT S� crt l/Lr ,Dbqvs U/J Fe/, Sflr/J Tz j -077 00 PERMIT CENTER 011ie Project Transmittal 11703 E Sprague Ave. Suite B-3 Spokane Valley WA 99206 ��✓ Phone: 509.688.0036 Fax: 509.688.0037 New Application/Pre-Application ❑ Provide one of the following (REQUIRED FOR ACCEPTANCE): Response to Review Comments ❑ PLUS Project #: ©700 3 7wZ Revisions to Application ❑ Parcel Number: Other (Describe Below): ❑ Site Address: 1/j % E, ,9 ✓4' Route to (Please check all that apply): Project Contact Information: --y3 5J Name: DAVE 11 Jd ry_L'onl�-R�e S Phone:�3J'^ –'3-7-7,7 Email: 9UQ/34OI,G'�(l�V�/Z,9C�2^ir2S'.aK7Fax: 7�j�J -TQy�a Relationship to Project: ❑ Architect ❑ Engineer ❑ Other Design Professional 2"Contractor ❑ Owner/Applicant DATE STAMP: RECEIVED BY Division # of Sheets/ Type of Document/ # of Copies Received by: Building N JF•'deCrC n,� !•i+•2 IKcA"57 l FYou25oct�,esin,n4 / a VERIFIED/) ❑ QC Check by: ElDevelopment Engineering VERIFIED/INITIALS ❑ ❑ QC Check by: ❑ Planning / / VERIFIED/INITIALS QC Check by: ❑ SV Fire Department / / VERIFIED/INMI S ❑ ❑ ❑ / / / QC Check by: — Project Contact Information: --y3 5J Name: DAVE 11 Jd ry_L'onl�-R�e S Phone:�3J'^ –'3-7-7,7 Email: 9UQ/34OI,G'�(l�V�/Z,9C�2^ir2S'.aK7Fax: 7�j�J -TQy�a Relationship to Project: ❑ Architect ❑ Engineer ❑ Other Design Professional 2"Contractor ❑ Owner/Applicant DATE STAMP: RECEIVED BY Eclipse Engineering, Inc. s t r u c t u r e l s o l u t i o n s October 29, 2007 Larry Anderson Bull Dog Contractors, Inc. 11308 East 11th Avenue Spokane Valley, Washington 99206 Re: New floor framing for existing pole building. 11207 8th Street East Spokane Valley, Washington Larry, As requested I have revised the framing details and main floor beam support conditions of our first letter dated 10/25/07. The revisions were made in response to our site visit on 10/26/07 with Dave Beaudoin. The revisions are as follows: 1. The interior shear walls shall be offset 1.5 inches from the face of the existing columns as shown on attached details X and Y. Attached details X and Y shall replace details A and B in our original letter dated 10/25/07. Detail C of our original letter is still valid. 2. The main floor framing and foundation plans in our original letter specified (2) new concrete deck piers, between each existing column, to support each new P.T. 2x8 floor beams along the center of the building, therefore (8) total. Only (1) new concrete deck pier is required. Therefore each new 2x8 beam shall be supported by a new concrete deck pier centered between the existing columns. There shall be a total of (4) new concrete deck piers for this middle support beam line. Please call with any questions. Sincerely, Eclipse Engineering, Inc. Brian Hanson, P.E. 12704 East Nora Ave. Suite H Spokane Valley, Washington 99216 Phone: (509) 921-7731 Fax: (509) 921-5704 w .eeimtoom City of SPOKANE VALLEY BUILDING DEPARTMENT 11707E. Sprauge Avenue, 4106, Spokane Valley, Washington 99206- Tel 509-921-1000 - Faa 509-921-1008 1-1/4" to 2" maximum 38" Handrail Return ends to wall, or terminate at newel! post 4" 4" Triangular area formed by tread, - riser and guardrail so that 6 in sphere can not pass through 34"— 38" 6'8" minimum Intcrmediatc rail spacing or pattern so that 4 -inch sphere cannot pass through pEQVW.EO WIOTHDFRUN5HN1 RFRUIRED WIDTH OFIWNSHALL Stair Dimensions aE PROVDEDINTHrSWCAT10N SEPRONDED INTHIS LOCATION f$ECDDNIDN.3.3,t2) , ECADNIOD333.e.1) 1 Width(36' minirnun )) , � .Dre NNrmRAxs 1 Rise(4' minimum-X'maximum) ,� is NJT S.C.N.FOR Warns ��x ' 1 TheRun e mINTDm) 6'YW _'= 1 The greatest riser height within any flight of t'wN ma , stain shall not exceed the ail be [by more = than 3/8". Stair treads shall be of uniform size -�'�yi� NorE w.Nwuxs Nor fns and shape,except the largest tread run within TL �, Dow+FOR MARIN 3se'a ST.uawAYWIDTN any flight of stain shall not exceed the smallest st,(04 tnert..roN�vrurs rorvaoceurrNer ) by more than 3/8 inch. `Sy^+ uO PPZ TE STMR'AYS Pa wI DDCueulc CSELTroNrnor.a].r3 I-lostN —A3.N 3/4" Fa IV PLAN VIEW - PLAN VIEW Handranss x 4 WINDING STAIRWAY ALTERNATE USE OF WINDERS 1 One required(two required if stair is open on sides)if there are four or more risen. clnwTDtN 1 Height(34' to 38' above nosing of treads). wmm+ unwind srrt-wcN ssTu rx un �� ! RSEaEiwTeN TREADS 1 Projection(1-1/2 between handrail and wall). MANS/111a an IHCN M NS/111 Handrails shall be continuous the full length ...�`,� I. 1`Fyis mut 1 terminate stern newele shall o returned shall in posts or safety terminals. 4 (�� Guardrails O SCA* f 1 '� �A SL eouAN ` Required if 30' or more above grade. %it 1 Height(36' high at landings-handrail height wh1XOt atstcps). v taYMI. AIFS TO R.3 OLNPMCY is OasawArs (small N 1 Openings enough that a 4' diameter 2. WADED ro SEINING AS EXIT FOR CO SOUARE FEET DouoNIRA sphere on not pass through). 1 PLAN VIEW PLAN VIEW CIRCULAR STAIRWAY - SPIRAL STAIRWAY ACCEPTABLE SHAPES AND INSTALLATIONS--HANDRAIL S.wror Zgliz wit;Mm way l mon•• t'e- 1.31r TO 111.11/11111111.111111 1-1 NiCANX. Sql WALL =g� NOT ACCEPTABLE _ THE HANW4R.DETAIL SHOWN HERE DOES MOT COMPLY WITH • THE tOtnNUOUS'TERMINOLOGY N THE CODE HANDRAIL CONTINUITY L . 1� 4 • NOTACCEPTABLE NOT ACCEPTABLE • ole that while every effort is made to assure the accuracy of the information contained in this brochure It is not warranted for accuracy. umenl is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga- •detailed information on a particular project,permit, or code requirement refer directly to applicable file and/or code/regulatory documents Dr he appropriate division or sfaff. • �3 ))ia� Srt4tr fogsr 0GrZAWit S 0b Le,rta res CEJ Cul...1 8fy, A. wfl�L is tU,Js1 $J L7te�7J ?+ k �T F,N,S b 6RAp� -Ste ?Lt3o X1 ;' ScR�tr : rJoN r 3/y" hew/ ad NAILS k b"O'e. ✓ ALJ;., It )L"o.(, t)hb- - ---� —See PLRe.I, (3J !bc ped lxu. 16"0.1. w/ 71V Sli r6 't% u e b "o. U "Jet 4 Yae )Z'v,t. FKLp, —Ser Pt,9t,) Psoo' LVSib _ yRabr_J�, WOrI3 sim,Lavt Lwp,TJUr1 AT �fii 9L L t S��sTS. z/s tt 2.U} 86 .f'k,tef If sr Ol.7 Loo¢ Q) go.>S )6GI a Wo•G. s/y ., ,= L ,� fL S V 76. 10/ o° N .S .�o. L -A lo stigmw 0 t) tbd a Yr�OULlr 'd' uA« CONsj. ZX o J o 311 " 5 riT&- 1% <� }lG" uALL51iTG� u�d C b"a.[• !; aye 'J'qT tx,.e, FLoo 3u »T 1=rrJrslf ilLADk i eIZ) u,d NAri-s e I I MiDALrF Cow. J + rte i (6) Ibd COLJr a. AwTI;'. SlM1Lg� �p�T'wwl AT iaoS}rcrj £csT ocT,zoo} —Ire jPL9a. SLaLr_: Mo j13 i i STNA. C•�nrcj 10 L�pG� 1170901 S)D�`EV r (Utgmt-) w/ qJ N9ILS N !G"cyC. —(O,jijFLT To LLrtujzjZ P a fL ATL 6 J Eclipse Engineering, Inc. s t r u c t u r a t s o l u t i o n s October 25, 2007 Larry Anderson Bull Dog Contractors, Inc. 11308 East 11th Avenue Spokane Valley, Washington 99206 Re: New floor framing for existing pole building, 11207 81h Street East Spokane Valley, Washington Larry, As requested we have reviewed the floor framing for the above -noted structure. The purpose of our review was to determine the size and detailing required to add main and loft floors to the existing structure. The existing structure is a 'pole building" consisting of 6x6 and 6x8 columns on concrete piers with wood girt framing between columns. Reference the attached loft floor, main floor, and foundation plans for beam, joist and footing information. Attached details A, B, and C describe the connections between the new floor framing and the existing columns. The detail locations are referenced on the attached framing plans. The typical floor diaphragm shall be M" sheathing with Bid nails at 6" on center edge nailing and 12" on center field nailing. Interior shear walls shall be constructed along the entire interior perimeter of the building. The typical shear wall requirements are 7116" sheathing — one side — with 8d nails at 6" on center edge nailing and 12" on center field nailing. The shear walls shall be attached to the new floor framing per details A and B. Reference attached sheet 7 for material specifications. For this analysis we have made the following assumptions. If any of the following assumptions are incorrect contact Eclipse Engineering for modifications to the attached framing information. 1)The allowable soil bearing pressure at the existing footings is 2000 psf. 2)The existing timber columns are OF #1 or better for design value purposes. 3)The new floor framing is designed for a live load of 40 psf, and a dead load of 15 psf. Eclipse Engineering, Inc. has only analyzed framing of the main and loft floors. We did not design the original pole building and do not take responsibility for any other element or the building structure as a whole. Sincerely, Eclipse Engineering, Inc. Brian Hanson, P.E. 12704 East Nora Ave. Suite H Spokane Valley, Washington 99216 Prime: (509) 921-7731 Fax .(509)921-5704 ww "iml.win Eclipse Engineerin ,Inc. S] E. Nate ISpoFem Valley, WAW116 SUMeH Ph: (WS)9I1-Mi 1. ZXIo srLeCT Dr V S l:ltXlo , _ FSELP_cT � talo AF CtLect RwolL -rolsr a ivox. to C23 to bp s� ter b).�„ MAX it 2C DF SeL LT Llw of Srct FLmIt. ZAIG AF roll f q Lefr NI la C 2XIo Dr' �S�ur_cr FL�„it /� � to AF St LecT IL' -o " (ORT f-Luo0. Ih(la_jpjf, Eclipse Engineenn Inc. y L ...... .. .. ... f]>w E. Nae bpohene Velby, WA BB118 LO E'3' S j16f $WkH Ph. (SOB)Ytf->7S1 $d v/v/Y.•.e�uo-e�pyiaMY.mm o 2Gn A P•r. zx IfL� Fr al Kss"K 6r.,d ZAS Ncn 1 r vim=' P.T. zxg G IiE.h - gl . rr-- wl � p,r. vcs Ht.., FIIL 0L �nsJ."t 1'*'ca Fed 2X'^+ F+r 6 Z F1oo1L Li+TS G 12"0.C. +.,xr , P•T, LXo de., F,r t}1 f9Mi.) IZLuoR FIZ t3.., ay Eclipse Engineering, Inc. 3 12]eC E. Nae Spokere Velby, Wq BB216 2.� E L^ S �iLe i C oc r z� 1 �ex G , � a'R �, C' F'•• `�J � l C[J 5 JkM1 4rwG• ,—t^' VJ peGw _ 1 ri Ot) ?G ACG S • 4.r SFJ C. x6" C- N E 12� SFJ 14 (Ei r V.G C,$)-gw: , .�JrANT IUa PGga CE,lipse EnieeriC E Note •SpoFa" Valby. WA 88218 I l Zo Gil SuBeH M: 1588)B211Yl1 NOTE1 VSE St—l"M ATL I -,a, P9a3�Eu S"uT l.«+DIJI�a J tx s ed L'lkas Ede C 9w PNNr. " /`OCPs L Z%K team -J MIN Ou I6! �.T. F luulL NAILS. E[ahr P°.sr 't (j6J ►bd a RNu L4I'i.N IE_D_ Sinl's—i' cQs 2b H9.-t,I_ i Eclipse Engineering, Inc. YT 1noa H. Hare spBlem(509-nalIl tv � .�. Siro:r I: AS T SI H DA: (508)821-T/St ww.ecb��Bn.emB.wmI R b IN M 10 (►L) I4A e Ce.,ki- (IoJ I bd Co £,�o I 0 sjr. I -J / Iz d' e) d C Isw 9.JRL 9c Ops Nvsr Bt 66,L k£ 1)) -- iLrx NOTE: uSR, Sr.Y 1a97� �� UT LawJ(,Ir. MW SIMpS...-7� L.+j2g �r 51 MAY L1.1 f3 eIVj1o.L, � /l.� f.c .rAIL's C ��16" SHTb LB/ Sae Y"o.L. IzpLrvs +IL"o.c. Fl(LD- Eclipse Engineering Inc. S2 E. Nora BpoMenP : (M WA 88216 SWIeH Pk (5881821-]]81 /Y-- C 3rj f4a �,dul MuN (a) IW e Ce",}er fasT ,} (4) u C [No p sr --6�k — C _�11pp 4 E. Nora Spatnm Ve:&Y. WP 98218 1' ry.o T Fill Suite Ph.(509) se- wmv.o¢l4¢e<wshoBOLT)3t 19.com IM A. MEMBERS 1. Sawn Lumber: No 2 & Better Douglas Fir/Larch, Vi grading rules. NI lumber shall be kiln dyed with o moisture content less than 195. B. SHEATHING 2, now, 23/34' — 48/24 DSS, AOA approved sheathing. Glue and Nailing: (Unless otherwise noted) 1. So 6 6'a . at pone l edges. 2 SE 6 12 o.c. at intermediate joists. 3, stags: 7/18' — 24/0 OSB, APA approved sheathing. Nailing: (Unless otherwise noted) 1. Bd 6 6'c. at panel edges. 2. Bd a 12 ` o.c, at intermediate studs. C. FRAMING ANCHORS AND CONNECTORS 1. 'Simplon' air approved equal as indicated on the.. tlrawing¢. D. "LING l'� �l l�^ ? ai 9,)at shown on thee. drawings or In these ���111 of C .tering Schedule (Table 2304.9.1). E. GENERAL 1. All eeted.r wood shall be pressure; treated, painted or stairs, Maintenance shall be the responsibility of the owner. 3AlETµ CONyjVpRS pyD Tp[pO LUMBER A. All steel fasteners, ..chore, and ...recline Is,. past cope, past bade., framing unchains mile, etc.) in contact with treated lumber shall be stainless steel or Batch/past hot—dip galvanised (per ASTM A123/A153). Note: the ICBG, and moot treated wood chemical Suppliers, had NOT specifically approved Simpson's 21AR finish (GI85 HDG per ASTM A553). It is the general contractor's eaponelbility to Iii alternate acceptable finish.. and/or (retaliation method. far .pacific treatment chemicals with the building official. B. When being Stainless Steel or hot—dlp gdwarlded eanrredors, the ..'recto. and fo.tenerw must be made at the Same material. 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 REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEY BUILDING DIVISION �^ \ o30 O'%