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Home My WebLink AboutPermit Building 1996-08-29LOCATION OF PRO ASSESSORS MAP: SPFI'tlcFTELO 2 JOB NUMBER INSPECTION LINE: 726-3769 OFFICE: 726-3759 TAX LOT: ZIP:SD,STATE: PHONE:- 4 s-/7l+L CITY: ADDRESS: OWNER: NEW x FIEMODEL ADDIT|ON DEMOLTSH OTHER VALUE: <,/DESCRIPTION OF WORK: NAME ADDRESS PHONE ARCHITECT: ADDRESS EXPI RES PHONECONTRA TOR'S NAME MECHANICAL: ELECTRICAL: CONSI. CONTRACTOR # GENERAL: PLUMBING PLUMBING NO.FEE CHARGE Single Fixture Relocated Bldg (new flx. addtl) Water Service N0nt rp Sanitary Sewer .ry,fi.0i,It,,- Storm Sewer l!rtloa,'"! oa LL Fv^, B ackf row o "ur " lu",!tl E ry6, UND 16 s4 Triiltrr.,, tgl OAI ,;::/s 'ABA;:::Enr .rlOl I, ."UNED TOTAL PERMIT Nr)FFtr CHA RGtr Furnace/burner & vent <100,000 BTUs Furnace/burner & vent >100,000 BTUs Floor furnace and vent Suspended wall or f loor mounted unit heater Appliance Vent separate Stationary evap. cooler ?r Vent Fan/Single duct r Vent System apart from AC or htg.li,xli _ ONN\orfloo{ it lssuance $10.00 TOTAL PERMIT /s Fon - OFFICE USE - LAND USE: ZONING HANDICAP ACCESS: FLOOD PLAIN OCCY GROUP: r OF STORIES: QUAD AREA: r OF BLDGS: CONSTR. TYPE: HEAT SOURCE: LIGHTING POWER BUDGET: WATER HEATER:- SQ. FT.$/SQ. FT.VALUE TOTAL VALUE OF PROJ x x X SQ. FTG MAIN SQ. FTG ACCESS SQ. FTG OTHER RCPT#PLAN CHECK FEE DATE BY BUILDING PERMIT PLUMBING DEMOLITION 5% State Surcharoe 5% State Surcharge MECHANICAL \5S-)FENCE VALUE $ 3lll.'n'i,f. +3q)\,'ll)SIOEWALK FT. SUBTOTAL PERM ITS Plillr.oac \0 00 CURBCUT FT. SYSTEMS OEVELOPMENT lDTOTAL PERMIT FEES EXCLUDING ELECTRICAL COM M ERCIAL/ I N DUSTRIAL PERMIT APPLICATION 225 Fifth Street, Springfield, Oregon 97477 2lzn"..c. l\il F I OF UNITS: REOUIRED INSPECTIONS It is the responsibility of the permit holder to see that all lnspections are made at the proper time. To request an inspection, call 126-9769 (recorder), state your City deslgnated job number, Job address, type of inspection requested and when you will be ready for lnspeclon. Requests recelved before 7:00 a.m. ylll be made the 6ame working day, requests made aftei 7:00 a.m. wlll be made the following work daY. '/ SITE INSPECTION: TO bE V ROUGH PLUMBIffi^ 1 PAVING: AftCT ITAVEI iS iN made after excavatlon, but ELECTRICAL & ttWJ place but prior to placing prior to setup of forms. MECHANICAL: Nd{arork ls to asphalt or concrete' be covered untll these gNDERSLAB pLUMBING, inspections have been made SPECIAL INSPECTIONS: ln accordance ELECTRICAL & and approved. Section 306 of the State Specialty Code MECHANICAL: To be made a special inspector shall be employed before any work is covered. ATTIC DRAFT STOPS & Oy ine Owner/ Contractor during CURTAIN WALLS construction of the following w6rk. A FOOTINGS & FOUNDATIONS: ETDEDT AnE. E copy of the special Lesting reports shall To be made after trenches are FIREPLACE: Prlor to placing be furnished to the Building Division. excavated and forms are facing materlals and before erected, ail steel in ptace, but framing lnspection' srRUcruRAL CoNCRETE: ln prior to placing concrete. FRAMTNG: To be made after excess of 25OO P.S.l. (306 aJ) coNcRErE SLAB: ro be $:#:! i'lJ'3['Jlfl;t],? ," srRUcruRAL wELDS: made after all lnslab building place aid all plpes, chlmneys Performed on the iob. (2722 t) service equipment, condult, ind vents are'complete and :liJl,?;""".",:;H:? ?,H'"'::i :i?',i:ffi1i"".'l'':,X'iJ;[i:t: Bl?:f],?Elnoll",?,o,.'l$t"oln place but before any tightenlng operations. (306 concrete is placed. INSULATION & VApOR a.6) BARRIER: To be made after all UNDERGROUND: Plumbing, lnsulatlon and required vapor SPRAYED ON electrical, gas, sanitary sewer, barriers are ln place but FIREPROOFING: U.BC. storm sewer, water and before any lath or gypsum Standards 43-8. dralnage llnes. To be made board lnterlor wall covering is prior to covering or filllng applled. S'ECIAL GRAD.NG,trenches. ,NDERFL..R: p,umbins , - [:::,S'"=^?XA'J3[gi"' ifnJTiiil-tli:'5Jb'i]'"1 electrical, mechanical. To be according to plans. chapter 29) made prior to installation of floor insulation, decklng or LATH ANDToR GYPSUM GLU'LAM BEAMS: lnspection floor sheathtng. BOARD: To be made after atl Certlflcate by an approved lathlng ancl gypsum board, agency, furnlshed to the clty's poST & BEAM: To be made lnterlol and e-xierlor, ls ln ' Bullding Division before prior to lnstallailon of floor place but before any beams are placed' (2501 u'Bc' lnsulation, decklng or ltoor irlasterlng ls applie6 or before STDS' 25'10J1)' Sheathing.gypsumboardlolntsandiasteners are taped and STRUCTURAL MASONRY: (306 FLooR TNSULATToN & flnlshed' a'71 VAPOR BARRIERS: TO bE made prlor to installation of decking or floor sheathlng. MASONRY: Steel locatlon, bond beams groutlng or vertlcals ln accordance wlth uBc 2415. ROOF SHEATHlNG AND NAILING: Prlor to lnstalllng any roof coverlng. SIDEWALK & DRIVEWAY: Required for all concrete paving wlthln street rlght of way, to be made after all excavatlng complete and form work and sub-base material in place. CURB AND APPROACH APRONS: After forms are erected but prlor to placing concrete. 'ln addition to the inspec- tlons specifled, the Bulldlng Officlal may make or requlre other lnspections of any constructlon work to ensure compllance with the Bullding, Clty or Development Code. By signature, I state and agree, that I have carefully examlned the completed application and do hereby certlfy that all information herein is true and correct, and I f urther certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield, and the Laws of the State of Oregon pertalnlng to the work described herein, and that NO OCCUPANCY will be made of any structure wlthout permission of the Bulldlng Safety Dlvlsion. I further certify that only contractors and employees who are in compliance with ORS 701.055 will be used on thls project. I further agree to ensure that all requlred inspections are requested at the proper time, that project address is readable f rom the street, that the permlt card ls located at the front of the property, and the approved set of plans wlll remain on the site at all times durlng constructlon. Signature w Date I -ae-?? \ VALIDATION RECEIVED BY: DATE PAIDAMOUNT REC RECEIPT *: F]NAL PLUMBING FINAL ELECTRICAL FlNAL MECHANICAL FINAL FIRE DEPARTMENT SITE PLAN REVIEW BOARD: Must be requested 2 days in advance of the date you wish inspection. All proJect conditions such as landscaplng, parklng lot striping, etc. must be completed before requestlng thls lnspectlon. FINAL BUILDING: Requested after the final plumbing, electrical, mechanlcal and Flre Department lnspections are made and approved, No occupancy of the premises can be made until a Certlflcate of Occupancy has been issued by the Building Division and posted on the premises. ADDITIONAL COMMENTS: PLANS REVIEWED BY DATE IhTGFIELO efr, 225 Ft.,H 5TREET t-.'-n r SPRTNGFTELD, oREGoN 97477 _):tJ-b .TNSPEC;TI0N REQUEST: 7ZS-116g OFFTCE: IZO-ZISg- - '-'Y -1Yd'"':.'' : " Nna ELECTRICAL PERHTT APPLICATION City Job N,rmber ql.o\tl 3. COHPLETE FEE SCEEDUI.E BELOV1 1000 sq.ft. or less S 85.00Each additional 500sq. ft or portion thereof 'S 15.00Each Manuf,d Home. or - Modular Dvelling Sertice or Feeder g 40.00 Services or FeedersInstallation, Alterationsor Relocation:Electrical Contractor Address Ci ty Phone Supervisor License Number 33qu\ Expiration Date \b\ql Items Cost Sum s 2.00 TI f TIONF A I'lev Residential-SingIe or Mul t j.-Fami 1y per dvelling uni t .Service fncluded:SCRTPTION JOB nn Permits are non-transferable and expireif vork is not started vithin 180 diysof issuance or if vork is suspended ior180 days. 2. CONTRACTOR INSTALT^ATTON ONLY B Seef Constr Contr. Number Expiration Date .\3.qr Signa of Supervising Electrician 0vners wame N\}1 ,0trAdd ress lt cir PhUone VrusraLutrtoru The installation is being made onproperty I ovn vhich is not intendedfor sale, lease or rent. 0rmers Signature: DATE: Temporary Services or Feedersfnstallation, Alteration or Relocation 200 amps"or less S 40.0020L amps to 400 arnps - S 55.00Over 401 to 600 amps - S 80.000ver 600 amps or 1000 volTs see .B" a6ove D- Branch Circuits Nev, Alteration or Extension r Per Panel s 3s.00 C. 5. SUBTOTAL OF ABOVE 5Z State Surcharge 3Z Administrative Fee TOTAL. 200 amps or less 201 amps to 400 amps --401 amps to 600 amps - 601 amps to 1000 amps-over 1"000 amps/volts - Reconnect 0n1y One Circui t Each Addi tional Ci rcui t or vi thor Feeder Permi t s s0.00 s 60.00 $100.00 s130. 00 s300.00 s 40.00 ser"icfl t4El-c4-. \o I\V O{ E Miscellaneous (Service/feeder not -Each installation i ncluded ) Pump or irrigation Sign/Out1ine Lighting- Limi ted Energy/Res - Limi ted Energy/Comm s 40.00 s 40.00 s 20.00 s 36.00 RECEIVED B JA# COMM ERCIAL/I N DUSTRIAL - PERMIT APPLICATION 225 Fiflh Street, Springfield, Oregon 97477 SPRIAIGFlELO JoB NUMBE " o6/ 7/G INSPECTION LIN E: 726-3769 OFFICE: 726-3759 LOCATION OF PROPOSED WORK:2 ASSESSORS MAP )voz- 3 2-4z-TAX LOT: 7 PHONE:Mz s 7 STATE:ZIP:q-7 Ll lfiCITY: ADDRESS; OWNER: ZrtrX t firzDESCRIPTION OF WOFTK NEW- REMODEL VALUELADDITION DEMOLISH OTHER Ek^; NAME ADDRESS PHONE AFICHITECT: ELECTRICAL: NAME EXPIRES -4r+*t 'i X! CONTRACTO UJ.- MECHANICAL ADDRESS $pan*l6rs yu[-[g CONST. CONTRACTOR #PHONE 5Y1 4ba - s3cGENERAL: PLUMBING 5Y DU Vtztr- TOTAL PERMIT TOTAL PERMIT . OFFICE USE -.HANDICAP ACCESS: QUAD ABEA: * OF BLDGS: LAND USE:FLOOD PLAIN * OF UNITS:ZONING: OCCY GROUP: Y OF STORIES: CONSTR. TYPE: HEAT SOURCE: LIGHTING POWER BUDGET: WATER HEATER: PLU MBIN G NO.FEE CHARGE Single Fixture Relocated Bldg.(new f ix. addtl) Water Service ft Sanitary Sewer ft. Storm Sewer ft. Backf low Device NO FFF CHA RG E Furnace/burner & vent <100,000 BTUs Furnace/burner & vent >100,000 BTUs Floor furnace and vent Suspended wall or f loor mounted unit heater Appliance Vent separate Stationary evap. cooler Vent Fan/Single duct Vent from System apart AC or htg. Mechanical exhaust hood and duct Permlt lssuance $10.00 SQ. FT.$/SQ. FT.VALUE TorAL vALuE oF PRoJEcr ,/ 6 dt? P ,' ft4*rt2-taL,rrlL X x X SQ. FTG MAIN SQ. FTG ACCESS SQ. FTG OTHER RCPTIPLAN CHECK FEE 7 T OATE BY Zzz '32 BUILDING PERMIT /2b,to PLUMBING DEMOLITION 3',11.i5'.'" O/3+q!6 /o,>7 5% State Su rcharge Phtt,{attart 93,d3 MECHANICAL FENCE VALUE $ 5% State Surcharqe SIDEWALK FT. SUBTOTAL PEBMITS PAVING CURBCUT FT. SYSTEMS DEVELOPMENT TOTAL PERMIT FEES EXCLUDING ELECTRICAL r/ ?oa DE- It is the responsibility of726-3169 (recorder), siateror tnspection. Requests the following work day. UNDERFLOOR: ptumbino. etectrical, mecnanicii.' iJ,o.made prior to installatlon JIfloor insulation, Oecr,lini' "i'floor sheathlng. --'-"'v v' POST & BEAM: To be madeprlor to lnstailailon ot fiooilnsulation, decklng or fiooisheathlng. FLOOR INSULATION &VAPoR BARRIERS: To bemade prlor to lnstallailon ofdecking or floor sheatning.' MASONRy: Steel locailon,bond beams grouting oiverticals ln accordanle wlthuBc 2415. REQUIRED INSPECTIONSthe permit horder to see that a, rnspecrons are made at the proper time. Toyour ctry desisnated ioo numoer,'jl.J;;;";;:", type of inspection requestedreceived before 7:00 a.m. will be ;;A il;';me working day, requests made request an inspection, call lLd *_h^ul you wiil be readyafter 7:00 a.m. will be made pAVING: After gravel ls inptace but prlor-to ptacinjasphalt or concrete. SpECIAL INSpECTIONS: ln accordanceSection 306 of the state sp"Ji-"iivEfl1a speciat inspector.sharr oL ernpltv"ei""by the Owner/ Conrractor durinoconstruction of the followins ,BrX. acopy of the specialo"' r', - i. nI o i.1;: LTi,Jlfl J"ffii:?;|,,, STRUCTURAL CoN CRETE: Inexcess of 2500 pS.t. (306 ;.1) STRUCTURAL WELDS:performed on tnsioulizz22 f) HIGH STRENGTH EOLTING:During all bolt instaf fationlnOtightentng operationi. i3d-, " a.6) SPRAYED ONFIREpROOFtNG: U.B.C.Standards 43-8. SPECTAL GRADING, EXCAVATION an dtt IIrr.tc:puring earthwork. (3d6; liitChapter 29) cLU.LAM BEAMS: tnspectionCertiflcate by an approveO - . p??,til;' Ei?i : ll1. J3,:?:-c t v,s oeams are placed. (2501 U.BC.STDS. 25.10,11), STRUCTURAL MASONRy: (306a.7) r SITE INSPECTION: To bemade after excavation, -but prior to setup of formi.-- UNDERSLAB PLUMBING. ELECTRTCAL & MECHANTCAL: To be madebefore any work ts covtreol FOOTTNGS & FOUNDATIONS:To be made atte, trencnes'"i"excavated and forms areerected, all steel ln place. butprior to placing "onir"t., --' CONCRETE SLAB: To bemade after all lnslab OuttOt""servlce equ i pment, condu-t l.''ptplng, accessorles and otheranciltary equipment itehs-"iitn ptace but before anvconcrete ls placed. UNDERGROUND: plumbtng, electricat, gas, sanltary C"iLr.storm sewer, water anioralnage llnes. To be madeprtor to covering "r. iiiiing-trenches. ROUGH PLUMBING. ELECTR]CAL &MECHANICAL: No work is tobe covered unill thesLinspecilons have been maOeand approved. ATTIC DRAFT STOPS &CURTAIN WALLS FIREPLACE: prior to placinofacing matertals "na ["iJr." ^ framlng lnspecilon X- FRAMTNG: To be made afterthe roof, ail framlng, itt '-, btocktng and braclrig "ri inplace and all plpes, ""nimn"r. and vents are cbmptet; ;;;'the. rough etectrtcai, ;lu;il".and mechantcat .re.dppioiejl INSULATION & VAPORBARRIER: To be maJe'after ailtnsu talon ano reluiieo;;;.;',barrlers are ln place but --. before any tatn' orlvpJumboard tnterior walt"co-vLiin'g lsapplled. FIRE & SEPARATION WALL:Located and constru"GJ--'according to plans. LATH AND/OR GYPSUMBOARD: ro oe madJirter anlathlng and gypsum board.-'lnterlor ana ei<iertor, 6 il,place but before aniplasterlng ls applled or beforegypsum board jolnts andfasteners are tipeA anO - f lnlshed. SIDEWALK & DRIVEWAY:Requlred for att concieiepavlng wlthln street riqhl ofway, to be made after iilexcavaflng complete and formwork and sub-base materlal lnplace. Y ROOF SHEATHING ANDNAILING: prlor to lnstaillngany roof coverlng. CURB AND APPROACHApRONS: After forms are 9pcteq bur prlor to plactngconcret€. 'ln additlon to the lnspec.tlons s peclf led,the Buitdt ngOfflctaimay make or requ I reother I nspectlons of anyconstructlon work to ensu16compllance wlth t he Bulldt ng,ct ty or Development Codi.FINAL PLUMBTNG FINAL ELECTRTCAL FINAL MECHANICAL FINAL FIRE DEPARTMENT ADDITIONAL COMMENTS: SITE PLAN REVTEW BOARD: Mustof the date you wlsh lnspectlon. Al 1119sca.ptnS, parktng tot strtptng, erequestlng thls lnspecilon. ,.be requested 2 days ln advancer proJect condlilons such a9tc. must be completed befoie ,u FINAL BUILDTNG: mechanlcal and Fl Requssted efter thc flnal plumre Departm€nt tnopectloni aripancy of the premls€s can bg blng, electrloal, made endapproved. No Certlrlcate of and posted on the preml ses, occu mad6 untll eOccupancyhas been lssued by the Bulldlng Dlvlslon ? PLANS REVIEWED BY DATE By slgnature, I state and agree, that I have carefully examlned th€ oomplgted appllcatlon 8nd do hereby cerflfy thFt 8ll lnformailonhereln ls true and correct, ancl I f urther certlfy that any and all work performed'ghall be done ln aocordancE wlth thc Ordlnanc€!of the Clty of Sprlngfleld, and the Laws of the State of Oregon pertalnlng to the work descrlbed hereln, and that NO OCCUpANCywill be made of any structure wlthout permlsslon of the Bulldlng Safety Dlvlston. I further certify thatthii "onti""tor" and employeeswho are ln compllance wlth oRs 7o1.oss wlll be used on ttrlr prolict. aro requestsd 8t the proper tlme, that pro.lect addreSs lr rgadable f rom thethe property, and the approved set of plans wlll remaln on the slte at all I Date \/t/t tLr{- re that all requlred lnspectlong card ls located at the i3+ q7Slgnature I further agre6 to street, that on.times during Z AMOUNT RECEIVED: BECEIPT *:RECEIVED BY: DATE PAID:VALIDATION:B2- The following project as sr.rt zoning, and does not roouirar:proval. . iIt\rGFIELO Ci ty Job Nrrm[s5 ftems 1000 sq.ft. or lessadditional 500 z,^iw //Tl / 225 FTFTE STREET SPRTNGFTELD OREGON 974 TNSPECTION REQT'EST 726-3769 -Lp 4- 77 /4 ELECTRTCAL PERHIT APPLICATIONgnaturen o",lq; OFPICE: 726-3759 3. COHPIJTE FEE SCEEDULE BELOS A. Nev Residential_Single orMul_ti-Family per a"Elfl"e unit.Servi ce fncluded : I^EGAI DESCRTPTI ONa72 JOB DE 2 i ts are non-ans e a ble exif vork is not started vi thin 180 dof issuance or if vork is suspended180 days. 2. CONTRACTOR TNSTAIIATTON OI{LY Electrical Contractor Address Ci ty Phone Supervisor License Number Expiration Date 1. LOCATTON OF rNSTFb pi re ays for sq. ft or portion thereof Each Hanuf,d Home or --- Hodular DvellingSertice or Feeder Services or Feedersfnstallation, Alterationsor Relocation: Cos t s 8s.00 s 1s.00 s 40.00 s s0.00 s 60.00 $100.00 s130.00 s300.00s 40.00 Sum IzD B Seel 200 amps or less 7201 amps to 400 amps + 401- amps to 600 amps - 601 amps to 1000 amps-Over 1000 amps/volts _- Reconnect Only Expiration Date 3.\3 s of Su pervising'Electrician J Ovners Name Address a ciry rZfLZ, vhone 224-Z OVNER TNSTALLATION The installation is being made onproperty I ovn vhich is not intendedfor sale, lease or rent. 0vners Signature: DATE: Temporary Services or FeedersInstallation, Alteration or Relocation 200 amps 'or less S 40.00201 amps to 400 amps -- S 55.00Over 401 to 600 amps - S 80.00Over 600 amps or 1000 volTs see ,,Bu a6ove D. Branch Circuits Nev, Alteration or Extension per panel One Circuir S 35.00Each Addi tional . Circui t or vi. th Serviceor Feeder permit 2 S 2.00 \o CConstr Contr. Number _v E Miscel-laneous (Service/feeder -Each installation Pump or irrigation g Sign/Outline Lightirg-- SLimi ted Energy,/Res -- SLimited Energy/Comm S SUBTOTAL OF ABOVE 52 State Surcharge 32 Administrative Fee TOTAL. not included) 40. 00 40. 00 20. 00 36.00 .& RECEIVED 5 AI{G [,*,/Zdo f//ilill -J /?4f. o CML O 6TQUCruPAI, . IN6p[CItoN6INCIN[[PING GPOUq INC Date SITE INSPECTION March 12,1997 Date of Inspection: 3/3197 Project : Shop/warehouse Address :136 N. 42nd St. Springfield, OR Client #: 365 of roof beam. foot dimension used in -Inspected by Client: Address: After review See attached Enclosure Gary Froehlich Steve Shegedin Mrs. & Mr. Furlong 3720 Yirginia Springfield, OR974Tg Replace five ceiling joist. Replace aZ0, - 0', section of the roof beam Croup, Inc As requested , an inspection was made to determine specifically which framing mernbers will needto be replaced' Please relbr to the attached sketches for clarilication. Four p;;, attachecl. crtnr*e top 8'- 0" of exterior plywood siding on south and east sides of front building @ Repair top plate and replace top g,- 0,, of exterior prywood siding for r6,- 0,, on northwall. Q cut wall-studs down to l0'level on south wall and a20' -0,, Iength of the east wall.Ten foot 2 x 6 studs to be spriced to existing section of 2 xstuds. G Date:-1J!21e7 Page I of I 1Pi DAI.,ry ]tm pD., 6uru A luc[N[, oQ 97405 (541) 341-1332 r' X (541) 341_nL9 and preliminary anatysis it is determined that the following should be replaced.plans and sections for location of listed items. Replace an 8'- 0,'x 40'area of roofing and plywood. order to use full width plywood sheets for structural design. Replace six 2 x 6 diagonal roofbraces. ANG Iillrflrrryqrillrrlr [NCINIIP$IC CAOUP. tNC. projecL: IocaUon: culculoLed by t 2o'- ot' Rrrwe 6*6 COLUT|N ANz.aL u nH cA? iilF<AnNG l6u= t'_o,' aheeL no.: I o1 ,S L?oz. daLe 1; -cficnl no.: g 6 ---7 n .I \'= o I \S REfl.Aq 20 9ecT,oH otr 4o'- o" ZEILIN6 V o o st \t Fssill- J N Bs v\ :]-r ils \ 0 o trAPTtAL 7t-At1 Vvw + I j, WArce CE,LING JoIgT ..J AN" KEFIAIL lA)- zr 6rof flA1E5 P\SHAHTE L, STRA6HTEN 1925 DAILIY HILL pD.,6UrtT A [UG[N[, OQ 97405 (54r) 341-812 r X O41) 341-r21s 5 t_oil ,ra A. o ! '. I: t t,- ANG Iillililprllilllllll 'l [NCINIEPNC CPOUP, INC. locaLion: /a cnlculaLcd by: .-cuTl-l ?EA€ lU6,\/V/ALL 3/+" l'- o projecL:<ta <e oheel no., 3 ELQ daLe: 3 ,6 clienL no.: 3ZS ?EAace -to? m-ATg> AN? T\RA<E.I WALL (r<o?osE7 P'UPLE zx6 TOT ?LATE,, Vtr<IFY) \5Z E vi \ B )- JL l.LJ V\( d Itt $/ o Is +l \.' N $ KEN/YE LEPCEK TRIH QANAGE? SIUQS 1O lot4t't tot-ott 1LEV. \o\l o lv o ro (d eort(re7z sLA?o o lt|. 1925 DArLH HrtL pD., 6Um A [UG[N[, op 97405 (541) )4t1332 r X (r41) )+nr o ANG Iilrflfillillflfl{llltltr,, I [NC[,18[P['lC CPOUP, INC. calculaled by: ACE RAF-TER VAffiIAL P@T tr <AYIIN4 tt6 -o oheeL no.: ? NELT)o< dale:a 7 ctienlno-: ?CF/./ projecL Iocation: O\ 36 2--F\ l- o I Z fr ZRktuG I ll \, KETL,ACE RcrT KAFTEK-S ARE4) €Evl,ate WOF ?L?W@P + ROOF INGGazuJp 1925.DAIL[Y HILL pD., 6UITT A [UG[NE, Op 97405 (541) 341-832 [' X (541) 34Lnrs iil ,/ ,/-,/ / ,/ ,a- -v1 ,'" ," ,/ ,/ I NG |lilrurflIlilil|llrlil [NCINEIP['iC CPOUP, INC pnlccL: IocaLion: cnlcutal.ed by: 6 t2C,,\ r-ohee[ no.: ? IJ 6 ELz 3/6/e7 clienL no.: 36{ SEn A(.E TRL_ls> e+ocKtr.lc \\(s- *@r, <A,GHTEN ANp ,X FE MA t t TdF ftr{TE-s s s ( n Iu \J { N, rIJ X( 0 I $ =N _ls fl EttrTt N6 (r) 2y6 @ /6"o."- |DZTH PTA<IN6 L ll tt=f - L z4 o ll , rE25 DAILry HILL pD, 6Um A [UG[N[, Op 97405 (54t) 341-1j32 r X (541) 34tn9 FUztoHa ANC |lilr1ilil|lfl rurllillililllllrlllll[.-O CML O 6TBUCruPA[ O IN6PICTION6IIN[[PINC Gpoup. rNc. = SITE INSPECTION June 30, 1997 l Date of Inspection: 6ll8l97Date Inspected by Gary Froehlich Project : Address : Shop, warehouse 136 N. 42nd St. Springfield, OR RE: Log # 97-961716 Warehouse fire repair. As requested , an additional inspection was made to determine if an alternate to replacing the roof beam in item two can be used. Please rEfer to the attached sketch for clarification. See attached plans and sections for location of listed items. See also inspection letter of March 12,1997. The inspections for the warehouse are to determine the structural items that need to be replaced due to fire damage. It was not within the scope of roquested services and no attempt is made here to achieve or confirm code compliance in the remainder of the structure. Replace a20'- 0" section of the roof beam. In lieu of replacing the roof beam a fabricated steel column cap may be used for the beam bearing The column cap will transfer the bearing point away from the damaged end of the beam. The proposed 6 x 6 column should be stiffened with 2 x 6's with face nailing of l6d @ 16. o.c., stagger the nailing pattern. See attached sketch for clarification. Client: Address: ANG Engineering Group, Inc Enclosure Mrs. & Mr. Furlong 3720 Yirgrnia Springfield, OR.97478 Page I of 1 Client #: 365 '\r G t 1H P i't o f 15372 a S KS. 12-31- 1925 DAILEY II[t pD., 6Um A EUGENE, Op 97405 (541) 341-t332 I', n. (541) 34tn9 ANG |ilrl|lilu{ilil|lfi lililIilrlilfl l *lCINEIBINC CPOUP, INC pmject: locaLion: Fuqto N a gheel no.: / "f t +Z"J calculaLed by:Zt. E daLe: A/3or't-client no.: 365 tfi -N Rotrosee o x G IALU1N EXI1T/I/G DEA/./ ll ll lt- % /' 6ocr 5,7rc ,a- /+ TZafe -eTEEL - A-36 sTEEL E7O ELECTROPE.S lt 33 r\.1 0 e0 ,il ,, 5Lt u L Trz " fl/lr- WEL? BT \\G 1N o, 1 1 .OLUHN CAV !u" = ln S f(S A sEClION E4 --N + m @ o (D o s22" $ - L t 6,,w/ TWO R' t6e NAIL> e t6'1,,. (a) OF ER, NAILS r 2-31 - 1e25 BAILH HILL pD, 6Um A EUG[N[, OB e74O5 (54t) )41-1372 [ X (541) 34Lnp t5372 I a NC INCINIIQINC GAOUp, INC. Project: Furlong, Fire 1925 B ILry AO D JobNo.: 36s 6UmA By : G.F. TUCINI,OA %4O5 Date : 680/97 f 'U-1332 ColumnforeastendofMainRoofBeam wooD BEAIVVCOLLJMN ANALYSN-SIMPLY SLJPPORTED @ ENDS -By Working Stresses,NDs 9I PeL FACT. FOR BENDIN( BEARING FACTORS ''?E! 6 X I (G)lu-lam(S)awn GRADE DTJRATION FACTOR OTHERFACTORS I I s No.2 l.l5 I sPAl.I LENGTH,L - SLIPERIMPOSED Md - SUPERIMPOSED MI SUPERIMPOSED Vd SI.'PERIMPOSED VI. DEFLECTION FACTOR/dead DEFLECTION FACTORIive (Deflection Factor-Dcfl ection @ EI:l .00) MODULUS oF ETASTICITY, Ex MODT LUS OFEI-.auSTICITY, Ey ALLOWABLE STRESSES: FLDruRAL Fb SHEAR Fv- BE,ARING FC ALI.OWABLE DEFLECTION: LIVELOAD: DEADLOAD: (DrL) LOADS: LATERALLY T'NST'PPORTED LE}.IGT}I, LU EFFECTTVE LENGTTI, [T: 14.00 feet 0.00 lbs-ft 0.00 lbs-ft 0.00 lbs 0.00 lbs 2.93E+M lbs-in^3 1.47E+07 lbs-in^3 1.60E+06 psi 1.608+06 psi 875.00 psi 95.00 psi 425.00 psi (FORSTABILITY) Lt360 Lt 2& Lt 2q 14ft 168 inches (NDS SEC. 3.3.3 &.4.4.1) 6 x 6 oolumn with rwo add&2x6 AILOWABLE ACTUAL SHEAR DEFLECfiON: Live load only Dead load onty (K)D + L (psi) (in) (in) (in) r09.2 0.47 0.70 0.70 0.03 0.01 0.04 -> oK ->oK ->oK>: 0.0 -> oK K A)flS of bcnding, (X>X or(YlY: X MODLJLUS OF EI-ASTICITY, E -....-.-............. 1600000 psi PARALLEL Fc LENGTII t€ . A)flAL LOADS: DEAD LOAD Pd LIVE LOAD PI ECCENTRICITY 3. INTERACTION FORMI.]I.A : fc9 fb + f{6eldxl +.B4gclfce)) 1300 psi 168 inches (Lc:effective length in plane perp. to A)oS of bcnding: KLu) 2000.00 lbs 5000.00 lbs 7.00 inches fo .............. Ib............. dd............ FC............ Fb'............ 149.73 psi 0.00 psi 0.82 943.!)6 psi 1002.62 psi -+ 0.03 + Fb(l-fc/Fcc) 0.86 Fc'n2 0.89 <=l -> OK ANG IilrFillllllllllllllllllllllrllllllll ENC ,EPINC CPOIp, INC . oul .6IPUCruPAL O IN6PICIION6 Date Inspected by CIient: Address: March 12,1997 Gary Froehlich Steve Shegedin Mrs. & Mr. Furlong 3720 VrgSnra Springfield, OR 97478 Date of Inspection: 3/3197 Project : Shop/warehouse Address :136 N. 42nd St. Springfield, OR Client #: 365 As requested , an inspection was made to determine specifically which framing members will need to be replaced. Please refer to the attached sketches for clarification. Four pages attached. After review and preliminary analysis it is determined that the following should be replaced. See attached plans and sections for location of listed items. Replace five ceiling joist. Replace a20' - 0" sestion ofthe roof beam. Replace the 6 x 6 wood column and column cap at east end of roof beam. Replace eight roof rafters. Replace an 8' - 0" x 40'area of roofing and plywood. Eight foot dimension used in order to use full width plywood sheets for structural design. Replace six 2 x 6 diagonal roof braces. Q nephce top 8' - 0" of exterior plywood siding on south and east sides of front building ate.a, Repair top plate and replace top 8' - 0" of exterior plywood siding for 16'- 0" on north wall. Cut wall studs down to l0' level on south wall and a20' - 0" length of the east wall. Ten foot 2 x 6 studs to be spliced to existing section of 2x studs. Group, Inc. Date:dl_!?!e7 G ltT f t5372 Page I of I S o o o v 30.Enclosure EXPtEES r2_31_ 1e25 DATLEY HIL pD, 6Um A [UG[NE, Op e74O5 (541) 34t-1332 r X (541) )41-ne I SITE INSPECTION ANG |lilllilfl rfl qfl llllllllll|lllll [N .EIQINC CPOIJP, INC FU<LONG , r1<E sheeL no.' I o1 a tr 2 og. daLe:nr;-clicnl no.' 3 CS z pnrjecL: locaUon: I\ \S 40'- o" REn /1G Zot-O9E.TldN oF BEA calculaLed by: nJ L 2o'- ott TlkE 6,6.OLUflN ANz.aL u flH LA? i o _t o s\ $3nf ---"r' s-3IL-9 \ s v\ :JJ --JL< \} t, a o n1 A tr/AeTtAL ?t-At...l VtEw +Wa V [JrrAmrua 16"= 1,_6tl WArcE CALIAG JOI,T E 16)- 2r 6-fof n-4T85 P\sF{AHTE L) STRATaArEN AN? <E}-IAIL 1e25 DArLIY HrLL pD,6Um A [UC[N[, Op e74O5 (54r) )41,1332 rAX (541) )4rne \ l,NG IulilrprrurIillililuqilrl L -NIEPINC GPOIJP. INC. ?FISE 36 a{e daLe:1;-clicnL no.: ? GF I projecL: locaUon: calculaLed by: o eo Z ti ilr fr aKktNG TLAcE ruF-TER 7AffiIAL ?CCg trKAYlIN4 t/6 tt-ott iit /I//\/ / / / I 1925 DAILEY HIL pD., 6Um A [UGEN[, Op e74O5 (54t) 74r-t3\2 rAX 041) 341-np oheet no.: ? ^NG lrr1[rrrrflrrrlrrrrlrrrflrrilrl{{ prc1ecL: FU<|AFG , fl<e locaLion: /a nJ QUTA ?EAPIU6 LL 3/+" = |ot' oheet no., 3 ELQ daLe: 3 7 client no.'325 $ o *iGDIIIPINC GPOUP, tNC. (r<o?osE? PoueL TOF TLATE, VE<IFY <E4-AaE Tov zL/\T€; AH? ?AKATEI WALL calculated by, 2x6 fa) E ) \57 N v1 \ B )- JL l.u \' d It-t V a Is +l /L KEN-/\CE LEP6E< TR1H )AflAGEp flr)es Iot to'-ot' ELEV. @ .os(rerE SLAP lo(o" +0\l a nv -l eo |_uoo 1e25 DAILEY HrLL pD, 6Um A IUGINI, Op e74O5 (54t) )4r-t332 r X (541) 141-np ANG lllllllilllllllllllllllllllllllt1nrtl pr'<rjecl: FU"tOHa . Et<E gheeL no.: + localion:6 t7 6 calculaLed by:clienL no., 3 6 , I L ,\CNEEP['lC CPOUP. INC. Srn ue TRus> E4ocKlt\lG <+IGH7EN ANP s--RE MA r , TdF ruTgs EttrTt N6 (r) zy 6 e / 6oo. .- L z- xN Is .\\ \- \A u V { N. UJNu{ a I s =N -ls +t L u G<r I llo "/./ . 1e25 DAILEY HIL pD, 6Um A [UG[NE, Op e74O5 (54t) 34t-1j32 rAX 041) )4Lnre Iq b7,r14,''1Jgf i2:11 541 ,lk:"?:o,1!,qNG P*Gf gi \h](l irrilIrr|l1rriilrililxl rr illtuInl ir,ilILLti ruC GEOiiP. INC I cllil . 6TT}UCIUII,T . IN6PEC']]()N.4 FAX TRANSMITTAL ?..snrrr(S) INCLUDING THIS PAGE -TA: U,b 1:.i1r4h o r t, ( l+^ 1' ^ r,ne(-{oi,.FROM: 6er3 Froeht,,-h SL tBJECT: FAX: FAX: 1?, , -1 r(are raEl (541) 341-1219 RE. L.9# ?'l-gbtZtO CQJdMENIE 'l ,4 e n d re,$J I le q*f v -1 _Urgent _-FYI Your comment y'f ot your review _repty ASAP gJour request { } Hard Copy to foltow C Fax: ( ) '.ii: i)dli.iiY lJILl, Qll (5llll'R A EUCTNIi, Oe g?4O5 (541) i41-fi12 rA,\ (54i) 341 i?jr I tJir'14i'1!9i 72:71 5413.ANG ENGINEEF. , GRP prr;ject: IocaLion: calculated by:G.E date, /.a/so/+l t5 F*GE A'2 ohcel ntt.:_/ "r_ L R __ clicnt nol :jLE NE IlrrilrrrlllillilrllHrlilrrIir,it|Itl -E EI aJ t'\'r- li. FF'l-)h'/-L!lur lL.L,ts- Lt\J CE)CUP, NC EXIST/I/G EEArl l -{-I in 1.N r0 _ll?'l,52 + $t :s f'Roro-sett o x 6 l0LUnN -l ll37t ll" E-./6 4 6oLT S,Tre ltt/+ ftJaTe sTEE L AAI-ade!/.1'"J 6 2 1,=EL874 E{EcTFopE-S -- T/n !/ra" rilu. l/ i (t:-i*6 */7wc Rows aF l6d i.{,4i15 c tGtL... >-TA(6ER NAILs dcLtt-1r! (Ar l, lt r ''o -- | \f lri I 5317 ,}+ n\5 - rll t,La-ir---,1 it. :i strc11614 ) ? :11- o s € o iq?5 bAILIY HILL pD., 6Um A II]CENfl, OP 924C5 (541) 341-1332 rAx p4i) 1+r r:r,,r I I : i nl' allal3r*---{---- - I:t I I I I I I i i I I.I 1 I u7,j 81i'1997 89: 48 5413c 2lg .Llw*i fNGINEEF. , GRP NJ *NG WQ P*Gf U1 ,,\]G JiltilurllrrlrnlililIlr/rIr'rltlul rit lrrrItQINC GAOUP. tNC FAX TRANSMITTAL l_sHeer(s) TNcLUDING THts eAGE TO #"L Earnhort, (;+1 i^>peLtor FAX: 7LG ia81 [--ROM- (i e,^ Fraeh t,.-h FAX: (541) 341 -1219 SJJBJEC-T. RE: Loo, t* g7 - gO/7/ b COMMENTS: ! o,.a 9,-J o CML o 6"tQUCIUQt'il . IN,$PECfiCNS J .Str -t utrs(-{ o,tn .(/e _Urgerrt --FYl_Your comment y'f o, your review -reply ASAP 4Jour request ( ) Hard Copy to follow C. Fax. ( ) ,.1') I)Ail,[y llll,l, QD 6ut1'[ A tucllN[. ()p g74Qi !l (t41) 1il t3i2 rAX (5+i; )411219 le {l erE 6 a J re{ o?irYte bf ,r 81,r l tgT 89: 48 5413. -19 *NG ENGINEEF GRP FAGE 8'2 ANG lilrllil |lrillr ll]rulllIlliillrllll flNCTNMAING GPOI'JP, INC . CML . ETPLILTLTLAJ . NoPTCTONS SITE INSPECTION Date June 30, 1997 lnspected by Gary Froehlich Date of Inspection: 6,18/97 Projcct : Addrtss : Shop, rvarehouse 136 N -t2nd St, Springfield, OR RE Log #97^961716 Warehouse fire repair As requested , arr additional inspection was rnarJe to determine if an alternate ic replacing the roof beam in item two can be used Please refer to the attached sketch tbr clarilication See attached plans and sections fbr location of listed items See also inspection Ietter of Mareh 12, 1997. The inspections frrr the warehouse are to determine the structural itans that rreed to be replaceri due to fir*: damage It was not wilhin the scope of requested services end no attempt is made iiere to aclueve or contirm code compiisnce in the remainder of the structure Replace a 20'- 0" section of the roof beem In lieu of replacing the roof beam a fabricated steel column cap ntay be used for the beam bearing The column cap u'ill transfer the bearing point a*'av from the damaged end oflthe beam The proposed 6 x 6 column should be stift-ened ruith 2 x 6's with iac* nailing of l6d @ 16" o c , stagger the nailing pafiern See anached skach for clarification Client: Address: ANG Engineering Group, Inc Enclosure Mrs. & Mr. Furlong 3720 Virginia Springfield, OR 97478 Page I ofl Client #: 365 t-r53I? 1 rl S jt ! ?'I11 ' 1q25 BAtL[y ]rItL pr), 6unT A [uG[N[, op 97405 (541) 34L1j32 rAX 041) ]41 1219 I"l b7 ;! 8L,'' 199T 89: 4E 5413., -19 *NG ENGINEER GRP fu<tc N diifi itillllt{rilllIillilltliltlilill INCINIiANC CPOUP, NC. sheeL no: I .f I dale: _re/tcri,t clicnL rfi: 3/.aS Pi1GE 8] ANE project localion nJ €cslcula[ed bv:J 4'r. E EXIAT/PG,DEA l A ll ailrl| ,--+---,tlltt, t- -w Itr} 1 -{-- $ _-qi Fprl0n,{.=i,,*)/ / \ \-// \-/ ^- \.v- & * 6 dOLtJl'tN s !2,'I l" ,I- Va 4 S)LT 5,7/4 ltl- /a Fletr 9TEEL Aat- /4^"r6 >/ECL E7A ELECTKCDE.S f-i-E i,a " tlt*r,Ftuar" v/ELD EfaEFTlttEa Ar<ts )ygtpe,< > : s'r to + (t)-ZxGw/Two Rows ,1F tGJ l'l/ {Lg e tL'L.c 9.TA(4rER, NAIL.S foLilt1N {AV i:t r: t.,0 =l lr + i ?r77 S E.t;,)::, '..{., , ^ rllt71i.- . ..- ,t 2E{- ' ic)t\i ti i:.l.j Ls. 1i'31 ril o @ s 1e25 r,AlL[y HrLL QI] , 6UIT[ A [UG[N[, Op 9?405 (141) 14t1i32 rAX (541) 3+r r,:rs --)I 6 .ilrl54.r- --- -...,f Ui,'u1r'1-JgT 8i: 4E 541 3. .19 Ari*C IN{lNr[Qb{(] CAOUrt. S{C hojcct: Furlon6. Firc 1!n9 liAILn PJ,ili JobNo: 36j Slmtr\ By : G.F -aLNE C-'Q q?{)i Dsts : 6t30,97 . ,U:J11-1332 Column firr eart eud of Main Roof Beam WCX]D I}EA},IICOLLMI.I ANAIYSTS-SIMPLY SUPPORTED @ ENDS raaaatti3rarraaaaaraaaaaa+ataJ*a.taaaaaaraataaaraara*aaalt -Bv l$'o*ing Sne;ses,.\DS I l s No. 2 1.15 I SPA}i LENGTH .L ----.--_ SLJPERIIvTFOSED Md SUPERIMP()S[,D Mi SUPERIIVIPOSED vd 5(Jrt.KlNtr(rsEt vI ---r. DEFLECTiON FACTOR'riud DEFTECTION FACTOR{iTE iDolloction Fecrcrr.-Dcfloction @ EI-l {)0) (G)luJonri(S)aq,n GRAIJE DTJRATION FACTOR OTHER FACTORS ;iNG ENGINEEF.-- , GRP (FOR STABILITY] cNrrs sEC. 1 3 _r & 4-4 1) FAGE 8.1 o') FACT FOR ET,NDTN( BEARING FACTORS l"{oDUI"llS OF ELASTICITY. Er MODI]LITS OF ET.\STICITY, EV AITOWAALE STRESSES: FLEXLTRAL Fb._--*-- SHEAR Fv *._*_ BEARD{G Fc AI.I,QWAtsLE DEFLECTION: LIVE LOAD: DE.cD LOAD: (D.L) LOADS: LATERALI..Y INSLIPPORTTD LENGTH. LU EFFECTI1T I.FNGTH. Lc: I{ 0t} ltct 000 lbs-ft 0.00 lbs-n O.fft lbs (t.00 lbs 2.91E*05 lbr-ir,''3 1.4'lE+O'l lbs-in'9 i,60E-06 psi I 60E+06 psi 875.u0 psi 95.00 psi .135.00 pai Li 360 L;210 Lt2fi 14ft 168 inchcr lEEr 6 X O 6 X 6 column *rith rwp sddcd2 x 6 ALLOWAALE ACTUAL SHLAR [)ETI,ELfiON: Livc loed rrnll Doad load otily iK)D - I (psi) (in) (ilI) (in) I u9.: 0.47 070 0.70 0.0 003 0.01 00{ -> oK --:. OK --> oK --> oK K AXIS of hcnding . (XlX or (Y;Y MODUI US OF EL,ASTICITY, F. PAR,qI.i,EL FC AXAI LOADS: DEAD I,OAI} Pd LIIE LOAD Pl ECCEI'JTzuCITY I TNTERACTIoN IiOR4LE-fu ic'? ft+ IL(6aU{t r.Z3{ls,fcc)) Fc'.'.] FU(t -iciFco) I.ENCTI{ Le .. . J 68 inches (Le =etloc'rrlc lcngh in pllno porp ro AXIS of bcnding= KLu) x 2000.00 lbs 5000.00 lbs 7.00 inoheg 1600O00 psi l.)00 pr ft...,,....., fb, .. . o/d ...,........ Fc' -..........- Fb'.. ... 149.73 psi O.00 psi {J,B! 9J3.96 psi 1002 62 psi 0.03 u o ri6 0.U9 <=l --> OK I 1 u,',itri i55l u5:4U 5"113c _1!*NG ENGINEER GRP P*GE A' ANG lr rllrLIi'riljrliillllllirlllilrllrlltr t:l,t(]tNIfQNC GPOUP. INC. . LfV'IL . .ITPUCruPAI . IN6PflCTION,5 Date Inspected by CIient: Address: Enclosure SIM March 12,1997 Gar]'Froehlich Ster,e Shegedin Date of Inspection: 313 97 Project : Shop/u'arehouse Address :136 N 42nd St Springfield, OR rts requested . an inspectit:n w'as made to determirre specificall-v'.r;irich frerning rnembers rvill neetl tu bc ieplaced Please rcfer to the attachcd sketches for clurificatioii Ft,ur pages attache<i After rcvicw and preliminarv analysis it is determined that the tbilo'*{nf, should tre replaced See attached pians and sections for looation of listed items. Replace five ceiling joist. Replace a 20' - 0" section of the roof beam $ neptace the 6 x 6',*'ood column and column cap at east end of roof beam $ Replace eight roof rafters $ R*ptace an 8' - 0" x 40' area of roofing and plrmot'rrt Eight ti"rot rlimension used in orcier to use full width plprood sheets for structural design @ X.eptace si.x 2 x 6 diagonal roof braces. @ Replace top 8' - 0" of exterior plyrvood siding on south and east sides of front building LTEA. p Repair top plate and replace top 8' - 0" of exterior pl1'rvood siding for l6' - O" on north wall (p) Cut wall studs down to l0' lwel on south wall and a 20'- u" length of the east wall. Ten foot 2 x 6 studs to be spliced to existing secrion of 2 x studs Group, Inc Date &J 1?!e7 i rr'l l'l Page I of 1 t) ,,rf r]II,r J ., -.\J ---- _r_fa(,-" 1 g;4r.tf:tts ,,i-':.."_l II - *-:+-_-sJi-!: 1e2i DAI'LIY HILL AD.. SUITT A IUGENfl. OQ 97405 (54i) 3+rL732 rAX 041) ]4i-121e Ivlrs & Ir,Ir Furlong 3720 Virginia Springfield, OR 97478 Client #: 365 i\ bi,j Ei,j 1igf 8:: 4E 5a13c _19 ANG ENGINEER. GRP Vf: P*GE K]E shcet no : i; / ?A NTT-r LL \-\-j llllrlilllllrryrllllil{trrrltili|ilill [N(_]t\iEfp[,lc CPOUP. INC prcJecL: Iocation: culculaLed by, h 5 -t daLe V4sz"'clienl no.: ? 65 -Z4ot- o" R|7-acr. zct- ()" ! 2_o'- ott 1 i !' :s I $ : o I o (I) \b -Zr-.' &+u_< LJo S !f\ l- -i \! \ r)\J -> t\ i(\ \ltil>e{TioN oF gEAtl tr/Ae T IAL F:1-l l'-l 'ij.lI=*i,y + tll'l'l tit fl frl-AcE G " 6 CALUf,N AN 'r14t I t1H t4? {EtLt,H6 il[rAHtH6,.,J l'gt'' 1'-gt' l W?trce CtrILING jctET I .o \bj-L 6-tctr 77ATE, I)t,:r-1,1hjTE L, 9TFAI,#i.{TFN IIX? <EilAIL iq25 DAILEY }jll,l, QD, 6unr A IUGENE, cp 9?4()5 (51i) )4tti1z rAX (54i) :i41-l?1i,r E!?_*.C9. Ir- -i[- ---*---\--- ANT-r rt I \---, lrilriltillllilur{rllr{fi rTnqrfi l $iCINE[AD]G GPOUP. INC 6,ii'Eir'199f b3:48 5413c -19 *I.]G ENLJiNEEF.GRP PAGE UJ r)rr)iec[:FurLrN6 . Ft<€sheel no": L Iocation: t?e N, +2u, ffilt!6triEL-C ,.C8, calculu[cd by,date: 1/f/ql c[errt no; 3 65.l-7*- WoF fLyv/ffip + RocFlt t5 KErlfrlE IlAtct-tEp AREA) KETL*CC RCCr KAFTFKs (\ ir Itn I I :7 -DtrAttNC-r PLAcC frqfree 7A{rIAL PCos trKApi i Id4 llL ,,g,v .-.--....-n - v 1e25 DAIIEY HlLt pD., 6UrT[ A flUcflNfl, Op 974Ci (141) 34r-812 rAX (541) 34ti'21e i _L l;l li! l;i fl il AI{G ui,i 6i i'i ilJi 85: 48 541ljq-_.19 ANG ENGINEER" , GRP FrroJcct LilTY; , FI{F. Iocauon; 12-p_ lL+Z^J calculated by,date: 3 tlL- L_ --r ll iJ P*Gf u8 eheel rro., 3Irrrlil[11rl|liiririlr]ilil|r illiilrl iNCfiffrcNC CPOUP NC -E I r'-)K clierrL no.. jA$ _-- HrT# AEATIL]G 7E4-A(E To? rlAT€5AH7 TARATEI WA LL (r,ga?osEtr eaueLE zt6Tor qLATE. Vtr( tFY) Ken,nif LE Q6=< IRIH CAYIA(IE? Sl UI?s 1O I I O,- CII' ELEV.f\lot4t'af ;-;#el\.Fj aaN( Kt: a r: ?t l, I-/+=l tr L, I i t I i ! : tti Z r\ E5 t1 $\f,\- )- d tU rI- rJIL llJ u =s --Is rrl i $ fl \r -p a I I IPl i I o q) 1 I I o'-o" 1921 Eliil,nY HILI pD, dufffl A flUGINI, Op 97405 (5+1) 34r-D1z rAi (i41) iqt:Ziti s *t Ul,r E1l'1!3f ri9: 4ri 541:r4. . i !*NG ENGii'IfER rrFir rHUL ft:] ANG Iiilliliilriliirrril!il jririlir illlu i INCT\TEBLNC CBCUP. I}iC pfoJecl:EugLc\a , FreE Iocation; ehect n{s : rt. _ P) ?) lir-jl;L l--' , rJK-.6r,{t!* calculnfed bI' _* .- -_^*^ date, S/6/ q t client no' 36 *Eft ,,X. r TKu s> ffi-cd..t t\ltr *(Ps, <A:GuTEN AuF ,i ffs Na r t TfF ftr4TE*q A\\ I li ! I I l '.}-.- tt \ \A u U INt\ rlr { E e w :. '.u I r) fr il - ErtgTt N6 (E) Lx6 e /rb"o-,-. PFA€i Lf rlLL 3/*u = l'-cu le?i DAIITY HILL [fl) , 6UIT[ A IUGnNE, Op e?4c5 (541) 34r-1132 IAX (l+t) 34i uiq -----+ I I I.... -F. i I I I I i : I I ! ; i I i I l . I I 1 \..-JI I i