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Home My WebLink AboutPermit Occupancy 1983-11-096Dlr-'- A$r, f ,s',.toL'ane County Authori za,ttott a fort FOR OFFICE USE ONLY elplicati Permit * Two Copies of Plans Three Copies of Plot Plans Mech,/Plumbing Checklist Legal Interest. Document PIan Check Info Sheet 3Z LOTC'TEN PROPOSED USE OE PROPERTY [-l Reside_ntial [-l rndustrial n e,.,rri"I-l commercial \ DECLARED $ VALUE Existing edSTORIES TELEPHONE NUMBER IS NAME osR ryXTYffiytu nitmxN TELEPHONE NUMBER -- r;J;"rr"" u**a*"o *n aoro"Jr"olpplrcATroN FoR\sdlrr, ara ao n.{.uy certify that arl infomation hereon is true and correct, and that r have the following legal interest in the property,!or.". of record; Icontract pr..h-"..rFd+othorized agent wj.th evidence of authority attached. I f:rther certify that any and all work perfomed shaIl be done in accordance with the Ordinances of Lane Cowty and the Laws of the State of Oregon pertaining lo the work described herein, and that NO OCCUPANCY will be made of any structure without the pemissj.on of the Building Division. I fur- ther certify that registration with the Builder's Board is in fu11 force and effect as required by ORS 701.055. that if exempt the basis for exemption i"s noted hereon, and tha! only subcontractoxs ild employees who are in conpliance with ORS 701.055 will be used on this project- I HAVE READ AND CHECKED 1.v DATENA}4E y3 READ THIS SECTION CAREFULLY.AUTHORIZATION HAS BEEN BASED ON THE FOLLOWING CONDITIONS: PLANNING ZONING Partition +_Parcel #Parcel Si trlini-mm CO}TUENTS cL, frort.c .-L, srde ' - interior Ld rearU Date [ .n'r,ooopr,arll ,In flood hazard ur"^r{ro[-] Yu". SEE ATTACHED SHEET.Date: #ErH,,;S,.".-. Specifi.cations: r. #B. P. #Instatlation Record Issued? |-| r.= I-|No caIlon tineal Feet of Prainfield Maximum Depth of Trenches COTI}IENTS: Date PLANS EXAMINATION Type.Group COM}IENTS: l-.tate:T TOTAL VALUATION $CONSTRUCTION AUTHORIZED BY THIS PERMIT Descr Sq. Ft Fixed Fee,/ Unit Cost 456,805 Floodplain Fee Subsurface Fees Building ['ee I'lech/Plmbg Fee Prans Check Fee State Surcharge DEQ Surcharge TOTAL FEE $ ) ) s 4 $$ PERMIT APPROVED BY BUILDING OFFICIAL/DESIGNEE LANE COUNTY DEPARTMENT OF PUBLIC WORKS LAND MANAGEMENT DIVISION, 687-4061, 125 EAST 8TH AVENUE, EUGENE, OREGON 9740.1 SEE REVERSE FOR INSPECTfON INFORMATION I WHEN READY FOR TNS.PECTION, CALL 687-4065. A MINIMUM OF AT LEAST 24 HOURS ADVANCE NOTICE FOR TNSPEC-ffinl-HavEtEeroIIowinginformationready:permitnumber,jouaaai";;;.;yp"of inspection, when it wiII be ready, your name and phone number, and any special diiectj-ons to si-tl. BUILDING DIVISION: REQUIRED INSPECTIONS: a' SETBACKS AND OTHER CONDITfONS OF APPROVAL MUST BE STRICTLY OBSERVED. VIOLATION CAN RESULT IN REVO-CATION OF THIS PERMIT, CTTATION UNDER PROVISIONS OP LANE COUNTY'S TNFRACTION ORDTNANCE, AND/OR OTHERREMEDIES ALLOWED BY LAW. 1. Poundation Ins pection:To be made after trenches are excavated and forms erected and when arlmateiiEls foi--EIE--Ioundation are delivered on the job. Where concrete from a central mixingplant (commonly termed "transit mixed") is to be used, materials need not be on the job. Concrete Slab or ungetrleef rnspection: To be made after all in-slab or under-floor buildingEE?vTce equipmentl-ZoEEu1t, pIFTirg accessories, and other ancillary equipment j-tems are inplace but before any conc.rete is poured or floor sheathing instalfea,-intluding the subfloor. IrgIilC & Insulalion In:peglions: To be made after the roof, aII framing, fire blocking, andbracing are in place and aII plpes, fireplaces, chimneys, and vents are complete and ali'roughelectrical and plumbing are approved. A11 wal-I insutalion and vapor barriei are in place- 2 3 4 Lath andr/or Gypsum Board Inspection: To be made after all 1athing and gypsum board, interioranE-exEer-ior, Ts in place-EuE-EeEore any plastering is applied and U.toie gypsum board jointsand fasteners are taped and finished. 5. Final Inspection To be made after the building is complet.e ancl before occupancy. APPROVAL REQUIRED. No work shall be done on any part of the building or structure beyond the pointindicated in each successive inspection without first obtaining the ipproval of the building olficial.Such approval shall be given only after an inspection shall have been made of each successive stepin the construction as indicated by each of the inspections required. NOTE: AII building permits require inspections for the work authorized, such as but not limited to: A. Block WalI: To be made after reinforcing is in place, but before any grout is poured- ThisIrrspEctlon is required for each bond beam pour. There will be no aplroval untii the plumbingand electrical inspections have been made and approved. B. Wood Stover To be made after completion of masonry (if applicable) and when instaltation iscomplete. fnstallation.shall be in accordance wit-h an appioved, nationally recognized testingagency and the manufacturerrs install_ation instructions. C. Mobile Home: An inspection is required after the mobile home is connected to an approvedsewer or septic system for setback requirements, blocking, footing connection, tiedowns,skirtj-ng, and plumbing connections. I. Footings and piers to comply with State foundation requirements for mobile homes or asrecommended by the manufacturer. 2. Mobile home minimum finish fl-oor elevation shall be certified when required by a flood-plain management letter. 3. Mobile home tiedowns, when required, and skirting shall be installed and ready'for inspec-tion rvithin at least 30 days after occupancy. Tiedowns and skJ-rting shall be instatled ^ar ^n^1r_- _..,-osure. D. Swimming Pool: Below grade when steel is in place and before concrete is poured. Above gradewhen pool*Ts installed. APPROVED PLANS MUST BE ON THE JOB SITE AT ALL TIMES DURTNG WORKING HOURS. THIS PERMIT WILL EXPTREIF WORK DOES NOT BEG]N WITHIN 180 DAYS, OR IF WORK TS SUSPENDED OR ABANDONED FOR MORE THAN 180 DAYS. SUSPENSION OR REVOCATION MAY OCCUR IF THIS PERMIT WAS ISSUED ON THE BAS]S OP INCOMPLETE OR ERRONEOUS fNFORMATION - ANYONE PROCEEDING PAST THE POINT OT REQUIRED INSPECTIONS W]LL DO SO AT THE]R OWN RISK. SUBSURFACE AND ALTERNATfVE SEWAGE DISPOSAL SYSTEMS: 1. Permits shall be effective for one year from the date of issuance. 2. Upon completing the construction for which a permj-t has been issued, the permit holder shallnot:-fy the Lane County Departrnent of Planning and Community Development by submitting theinstallation record form. The Department shall inspect the ccnstruction to determine if itcomplles.,with the rules contained in this &ivision. If the cbnstrqction does comply with suchrules,'the Department Sniff issue a certifj.dhte of satisfactory'eom-'pletion to the-permi-t1 holder.if the construction does 'not comply with such rulesr- the Department- shalL.,notify..tire permit holder and shall-,reqgire "satisfactory cbmplet.ion beforeiissuing the certificate."': .Failure tomeet the rEquirements for satisfactory completion within a reasonable time-constitutes a vio- Iation of ORS 454.605 to 454.745 and this ru1e. Setbacks -Subs*lface Sewage Disposal Septic ?ank r0r 10 r 5r 50' Drainfield From:fnterior property lines Edge of road right-of-way Building foundation We11s, other water sources 10r 10r 10! 100 r C t4-25 \i Paul Mi I lard November 9, 1983 Pg. 2 Our revjew shall not be construed as approval of omissions or oversights by this office or of noncompliance with any applicable regulations of any govern- nrenta'l agency. This review does not cover 0.S.E.A. (0.S.H.A.) regulations. The structure shall not be approved for occupancy until all of the above items are completed and approved by the Building 0fficial. If you have any questions, please feel free to contact this office. . SMEED, Buj lding 0ffic'ia1 g Program ROGER MCGUCKIN PLANS EXAI4I NER RM/jbw Bu it ___J Ene counly ACTIVITY INFORMATION SHEET COMPLETE THIS SECTION. INCOMPLETE FORMS t.JILL BE REJECTED! 6t!rY- P*h tYt tv;rtad rERSOI\I MAKING REQUEST 138* N. Wk nut Qn.ui E gnrLmaliaa. Orenoo 974 7ar-T TTTY m 71L- t39 t 72b- /i8 /ffi HOME TELEPHONE #BUSINESS TELEPHONE #HOffiE_TETEPHON-E # 2 . PROPERTY ADDRESS IF DIFFERENT FRO@ 3 rvlae B PAEIeEL Nt MBEFI ( REQU r REp I NF0RI4AT I0N ) (from tax maps 'in Department of Assessment and Taxation or from tax statement) l' 03 34,2 3 TOhINSHIP RANGE SECTION MTNS-HTP EINGE MTION milmlP ffiN-GE SEeTmN TOTAL CONTIGUOUS PROPERTY IN SAME OWNERSHIP: AGT ZON I NG ffi ZONING ffi m'N'Ixr- .2 ACRES 4 SUBDIVISI0N ('if appl icable)LOT BLOCK 5 REQUEST (state exactly what you plan to do) 6 DIRECTI0NS T0 SITE i (te,,t.nn;.t la A.pen 3,, tl, cn R.yrr_ ** FOR STAFF USE oNLY ** ZONE LAND USE: BY : _ DATE:_TIME I Nr_ 0UT:_ NUMBER DATE -l7V, i LAND MANAGEMENT DIVISION / 1?5 E. Bth AVE., EUGENE, OR 9740I / 687-406I 7AO TAX LOT(S) 0R PARCEL # UBC CODE SCARF J. D. ADAIIS COI1PANY "LUI'IBER-SAVER" t IEERINE -tl4 PilL t6 o r/4 Pl{L !6' OPT. SPAN 4. OOlt?I CO2 COPYRIGHT 19SI 10-20- 1,?A,l Ll4 OPT. JT. A c2 Lt3 L rEl FOR SPAN 39'- 5" OR LESS -rT. A= 3. 9X 7.2 JT. A1=1. 3X I'IINII"1UI.I LUIIBER TOP CHORD=zX 6 DOU6 FIR-LAR T2 BOTTOI.I CHORD=ZX 6 DOUC FIR-LAR |l2 3.6 JT. B=4. 5X 3.6 JT. C2=4. 5x 3. 6 ALL t.JEBS=3x 4 DOUG FIR-LAR STD PLATE 50 IN= 224. e LJEB BRACES 1=O,2=o, 5.4 JOINT C?=7. OX 5.4 THE I,IINIMUM BEARING= 3' 5 INCHES JOINT E=4. 5x 3.6CINT SPLICES JOINT AI=7. OX ;oINT D=4. 5X 3.6 FoR SPAN 37,.2" oR LESS I.IINIMUM LUIIBER ToP cHoRD=?x 6 DoUG FIR.LAR *a T. A= 3.9x 7.2 JT, A1=1.3x 3 6 JT. B=4' 5x 3 6 JT' C2=4' 5X 3 6 PLATE SO IN= 2E8.2 DINT SPLICES .JOINT A1=7. Ox 5.4 JUINT C2=7' OX 5' 4 rgINT D=4. 5X 3.6 JOINT E=4. 5X 3.6 BOTToM cHORD=zx 6 DoUG FIR-LAR $2 ALL tIEBS=zx 4 DOUG FIR-LAR STD IJEB BRACES 1=O,2=O, THE HINII'IUM BEARINe= 3. 5 INCHES FOR SPAN 34'-10" OR LESS -'T.A= 3.9x 7.E JT.Al=1.3x I,IINII,IUII LUI1BER TOP CHBRD=zX 6 DOUC FIR-LAR 12 3.6 JT. B=4. 5X 3.6 JT. C2=? 6X 3.4 PLATE SQ IN= 219.6 I 5.4 JOTNT C2=5. AX 5.4 JOINT E=4.5x 3.6 BOTTOM CHoRD=ex 4 DOUG FIR-LAR SS ALL I.JEBS=?X 4 DCrUG FIR-LAR STD l.,EB BRACES 1=0, 2=O, THE l'4INI|rutl BEARING= 3.5 INCHES)OINT SPLICES JOINT AI=7. OX ,,OINT D=3. 2X 3.6 FoRSPAN33,-2"oRLESSMtNIt,lUt,|LUi4BERToPcH0RD=zx6DoUeFIR-LAR JT.A= 3.?\ 7.2 JT.At=r.3x 3 6 JT.B=4.5x 3 6 JT'C2=3'2x 3 5 PLATE 50 IN= 189.4 ,,OINT SPLICES JotNT At=7. OX 5 4 JOINT c2=5. BX 5 4 JOINT D=3. ?X 3.6 JOINT E=4. 5X 3.6 t? BOTTOiI CHORD=2X 4 DOUO FIR-LAR *1 ALL IJEBS=2X 4 DOUG FIR-LAR STD tlEB BRACES 1=O,2=O, THE ttlNIllUM BEARING= 3. 5 INCHES FoR SPAN 32,- 7" oR LESS I,IINIHUM LUI"IBER ToP CHoRD=2x 4 DoUo FIR-LAR sS JT. A= 4. 5x 5. 4 JT. Al=t.3x 3. 6 JT. B=e. 6x 5.4 JT. C?=3 ?x 3 6 PLATE SO IN= t9O. I l JOINT SPLICES JOINT Al=4. sx 3. 6 JOINT C2=5. Bx 5' 4 JOINT D=3. eX 3. 6 JOINT E=3. ax 3.5 BOTTOM CHORD=zX 4 DOUO FIR-LAR *1 ALL IIEBS=zX 4 DOUG FIR-LAR STD IJEB BRACES 1=O,2=O, THE t4INIilUT4 BEARINQ= 3 5 INCHES FOR SPAN 3I'- JT. A= 3. 9X 5. 4 1" OR LESS MINII'1UIi LUI'iBER TOP CHORD=ZX 4 DOUG FIR-LAR lt JT. A1=1.3x 3.6 JT. B=3.2X 3.6 JT. C2=3. 3x 3.6 PLATE SO IN= 172. I BOTTOT'1 CHORD=2X 4 DOUG FIR-LAR Tl ALL t.,lEBS=eX 4 DOUG FIR-LAR STD L,EB BRACES 1=O,2=O, THE I.IINII,1UI4 BEARINE= 3.5 INCHESJOINT SPLICES JOINT A1=4. 5X 3.6 JOINT C2=4 5X 9 4 JOINT D=3. 2\ 3.6 JOINT E=3. 2x 3.6 FoR SPAN 28,-lo" oR LESS MINIl,.lUt"t LUI,,BER ToP cHoRD=zx 4 DoUc FIR-LAR JT. A= 3.9X 5. 4 JT. A1=1.3X 3.6 JT. B=3.2X 3.6 JT C2=3 2X 3' 6 PLATE SO lN= t7e. I JOINT SPLTCES JOINT A1=4. 5X 3.6 JOINT C2=4. 5X 5' 4 JOrNT D=3.2X 3.6 JOINT E=3. eX 3.6 BOTTOI1 CHORD=zX 4 DOUG FIR-LAR S2 ALL HEBS=ZX 4 DOUC FIR-LAR STD t.lEB BRACES 1=O, A=O, THE l'llNll'tul't BEARING= 3.5 INCHES *1 FoR SPAN 27,-71. oR LESS t,lINIl,tUM LUHBER ToP CHoRD=2x 4 DoUe FIR-LAR t2 JT. A= 3. ?x 5. 4 JT. Al=1.3x 3.6 JT. B=3.2x 3' 6 JT' C2=3' 2X 3 6 PLATE SG IN= 172. t JOINT SPLICES JOINT A1=4. 5x 3.6 JOINT C?=4' 5X 5 4 JOINT D=3. eX 3.6 JOINT E=3. 2X 3.6 BOTTOiT CHORD=2X 4 DoUG FIR-LAR ta ALL t,EBS=zx 4 DOUG FIR-LAR STD [.JEB BRACES r=O,2=O, THE l4It.lIMUl'l BEARINC= 3. 5 INCHES THE BEST RESULTS IN TRUSS FABRICATION ARE OBTAINED I'IITH A MECHAN ICAL JIO THAT ELII'iINATES HARI1FUL STRESSES CAUSED BY HANDLING. LACKING SUCH A JIE, GREATER CARE T4UST BE EXERCISED IN HANDLING THE TRUSS OR LARGER COINNECTOR PLATES SHOULD BE SUBSTITUTED. J. D. ADAMS CO, BEARS NO RESPONSIBILITY FOR THE ERECTION OF TRUSSES. PERSONS US]NG TRUSSES ARE CAUT ]ONED TO SEEK PROFESS1ONAL ADVTCE IN REGARD TO ERECTION BRAC ING AND PERI'IANENT BRACING, ALL JOINTS I'IUST tsE ACCURATELY CUT AND FIT. DIhENSIONS I'1U5T BE VERIFTED. ALL PLATES CENTERED UNLESS SHOI.JN OTHERt,,JISE PLATES ARE MI N1t,lUH BASED ON STRESSES, FABRICATOR I1AY FIND FROH EXPERlENCE THAT SOI1E JOINTS MIGHT REOUIRE LAROER PLATEs FOR HANDL ING. AL.L CONTINUOUS BRACING ON I.IEB5 AND CHORDS TO BE ANCHORED AT BOTH ENDS TO A SUITABLE SUPPORT ( ALL BRACING TB BE SUPPLIED BY OTHERS. ) ALL I.IEBS 2X4 UNLESS OTHERI'I ISE SPECIFIED HUL TISPIKE "(BY J.D. ADAITS CO. ' SHALL BE t'lADE OF 20 GACE STEEL AND PRESSED INTO BOTH FACES OF JOINTS NOTE: pLATEE AFTER SIZE = SPLICE PLATE; "H" AFTER SIZE = 16 9a. PLATE * TOTAL SGUARE INCHES DOES NOT TNCLUDE PLATES REOUIRED TO SPLICE A TRUSS HULTIPLY SPAN BY FACTORS BELOH FOR STRESSES A-A1= 93 4A(C) A1- B= 82.26(C) A-Cz= 88.68(T) C2-CrE 60.68(T) A1-C2= 16 09(C) B-Ca= 25.37(T) ALL BRACING= TX4 (USE 8'O C,BRACtNE ON B.C. tF B,C. IS NOT ADEQUATELY BRACED) FOR A MINII"iUt.t BEARING GREATER THAN 3 t/A" BUT NOT EXCEEDINC 7" ADD ONE BEARING BLOCK REOUIRED NAILs ON BEARING BLOCK=(l"lIN. BRG. -3.5)X 6. l4 TRUSS LOADING ROOF LL= 25. OO PSF DL= 7. oO PSF CEILING LL= O. oO PsF DL= 10, OO PSF Z INCREASE FOR 5TL=15 SPACED AT A4"O, C PAGE I 1 PRTSE$ tNc. P.O. B(..i 2309 EUGENE, OREGON 97& TELEPHONE: 46t-0880 MOSHOFSKY