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Home My WebLink AboutPermit Building 1988-9-12 , ., -- Job Address 1"5~ rY\~ 4IIIIl CITY UF SPRINGFIELD COMBINATION APPLICATION/PERMIT. EIIERGY SOURCES: Heat I~ater Heater - INFORNATlON LINt 726-3753 Sq. Ftg. I.lain ~q. Ftg. Access. Sq. Ftg. Other New Add Alter Rep. Fence_Demo _Change/Use Other I /00 m o ..l ...:l o , - I INSPECTION LINE 726-3769 .::5:t.. legal Description Address ~€AA. ~lYl qo l).iu.d...e...... Range f\ . . _ ValuE of Hork: ~ (5~"'"'" I __ \ f\ \ Ph 961- Builciino Pennit Info: Describe Work(Le., Build Single LD~ \.' t'"~-eJ..._.e;1 one ~""'S.; ~amil>, nesidence l~ith Attached Garaeel (')fL '114:~\ '?"" ~ ~ ~ /R'/Y/Qr ~/c~ ~)',;>~-,. Owner Construction Lender Address Ut~lliN H:Ar1 (name) Phone (address) flies. no.) (exn; res) (ahOM no.) Electrical (i -y'1 v /_ ,.J) ~L JJU- ~ J'l, ....., , i;;- Primary Structural Mechanical CONTRACTORS ~'l()~1 (name I C/JlIJ. ~hAJ"ll.cd (address) 1"6~o \J. tl!. Ewt........... " 'to"Z- (1iC~L 1'lO.) (plCoirp,,) lohnnp nn \ Genera 1 374-(.,300 '7~Cf8g8 Plumbino Electrical Hechanical PLUIIBING ELECTRICAL .. r lJ:HAllG.J "0 MECHANICAL NO. FEF rH/'l.Rr.F Nn.- SQ. FT. furnace/burner to BTU's rrLJ:liAJlG.E. Each single fixture Residence of Relocated building (new fix. additional) New circuits alts. or extensions Floor furnace and vent S.F. Residence (1 bath) Duplex (1 bath) each SERVICES Recessed wall ~nnrp hPntpr nnrl vpnt \.r ITempOrary Construction IChange in existing re<;.jrly.ncp Imultifamily, COlTlTl. or lnrllldrinl IOf amps. ICOW1./IND. FEEDERS I Install/alter/relocate rlh.trih. fpprlprc:. jOf amp~ Appliance vent <;.~oaratp Stationary evap. cooler Vent fan wi th s;na1e duct Vent system apart from heat;no or A. (:0 Mechanical exhaust hond .lnd rlurt Additional bath ~Iater service Sewer Storm Sewer Wood stove/heater ~\ ISSUAflCf OF PFR!lIT TOTAL CHARGES TOTAL CHARGES TOTAL CHARGES WHERE STATE L.\I~ REQUIRES that the Electrical work be done by an.'Electrical Contractor, the electrical portion of this permit shall not be valid until the label has been signed by an Electrical Supervisor and returned to the Building Division I HAVE CAREFULLY EXAMINED the completed application for permit, and do hereby certify that all information hereon is true and correct, and I further certify that any and all work oerformed shall be done in accordance with the Ordinances of the City of Spri ngfi e 1 d and the Laws of the Sta te of Oregon perta; ni ng to the work descr; bed herei n, and that UO OCCUPAIKY will be made of any structure without the permission of the Building Division. I further certify that my registration with the Builder1s Board is in full force and effect as required by ORS 701.055, that if exempt the basis for exemption is noted hereon, and that only subcontractors and employees who are in compliance with ORS 701.055 will be used on this project. HM1E(please print) ga LY J:.. u / K R~ SIC,!I^TURE FOr. OFFICE USE O!IL Y Sq. Ftg. !lain, Sq. Ft~. Access x Sq. Ftg. Other ff~;.~ x C~~~A DATE q-' ( 1-yr' . . Zone Fi re Zone Flood Plain Type/Const. Bedrooms Stories Units Occy Load Occy Group Value Value Value ..?;5'"'~-- TOT^L VALUATION BUILDING PERflIT Charges and '"""\ Surcharges ,r ...".,.- ~ Plan Ck. COlll1llInd ___~:J:______..!.2!/Rldo P,.E'r Fpp .co- Plan Ck. Res ..... / - :<.,.1 30%/Bldo Per Fee Fence Systems Development CharQe (1.5~) . PLU!1BING PERMIT Charges and,......-- Surcharges D~mo ELECTRICAL PERIHTS1dewalk Charges and ------------ Surcharges A/C Paving Total Comb. Permit MECHANICAL PERMIT Charges and Surcharges Curb Cut TOTAL -;::l6. <';15" .- ~ COMBINATION APPLICATION/PERMIT (CAP) I. Applicant to furnish A. Job Address B. Legal Description I. example- Tax Lot 10D, Lane County Map Reference 11 U3 43 2. example- Lot I. Block 3, 2nd Addition to ~prlngtield Estates C. "Name, etc. of owner and construction lender D. Energy Sources .. ...: 1. example~ heat/electrical ceilin-,Q/or forced air Qas 2. example- waterheater/electrical/or solar E. Square footage or valuation, etc. - I. example- 1250 sq. foot house, 50D sq. foot garage 2. example- if new project. check-new - if addition. cheel< add, etc. F. Building permit information: 1. example - construct single family house with an attached garage 2. example - remodel existing garage into family room 3. exa"lPle - convert single family residence into. restaurant (change of use) G. Value of work as defined in Section 303 (a) of the Structural Specialty Code H. DESIG" TEAM AND CONTRACTORS To avoid design or construction delays, Building Division Staff must be able to contact appropriate persons regarding design information or jOb site corrections. etc. II. Abbreviated Plumbing, Mechanical, &. Electrical Schedules A. Except where blank spaces occur in the description portion of the Mechanical and Electrical Schedules, the applicant need fill-in only the No. Boxes adjacent to the appropriate item(s) to be installed B. Full Plumbing, Mechanical, and Electrical Schedules are available at the Building Division 1. To conserve space on the penmit fonm the schedules have been abbreviated 2. If the item(s) to be installed are not covered on the abbreviated schedules you should consult the full schedules C. BUILDING DIVISION STAFF WILL FILL OUT ALL FEES AND CHARGES ON THE SCHEDULES D. As noted on the CAP, the label must be delivered to the electrical contractor for signature by his electrical supervisor. The general contractor is ,not authorized to sign the electrical label. --- III. Applicant to sign and date Whenever possible, the initial application will be used as a worksheet only. Where possible, Building Division Staff will prepare a type written copy and return it to the applicant at the time the actual penmit is issued for his signature. IV. Fees and Charges Plan check fees are due and payable at the time of the app 1 i ca ti on, 'and no plans wi 11 be processed unt il these fees are paid. All other fees and charges are due and payable when the penmit is issued. V. FOR OFFICE USE ONLY PROJECT CONDITIONS TO BE SATISFIED BEFORE OCCUPANCY: .-" .' ... PERMIT VALIDATION ~~f?r# 1::2.313 _ Permit Clerkd.W. Ju>" tt-->. . ~~~OL-R1(' Permit applicant exempt from registration with the Builder's Board because: Additional Project Information: '. PLANS REVIEWED BY: name signature . date .,_n. II ....I -- '-.. A .!-=== = == -== ,= == .~im!t~m ~e~.. '!m~u l1PJDll.. .__..,.~~~....d~"_ _ :':~U.~~~~r::'"".~.'~j;::::::"'f;'1 ~-~.~.~~-:.~.~_ "lrJl~':'.' ,f ]_if,l~i .. ;: :JII. ..!i::~',--_-~~IL ~;~t 1 _"';" ~: . M_ '. :'.'. :II; - _ ___~~--~~_:....~-;-,- - .. ...._._ ENGINEER Civil. Structurut.Archltccturul . Fire Protection CODE CONSULTANT Plun Checking. Construction Inspection P.O. Box 139 Eugene. Oregon 97440 I'ho"c.(503) 484-9lJ8lJ September 9, 1988 TUB LAN! BUILDING 'l74 'V".LAME"""E ST. Gerry Duiker Excel Consolidated 1820 Iv. 7th Ave, Eugene, OR97402 RE: 1748-1752 Main St., Sprillgfield, OR - Repair to Buildillg Frollt W.O.#2685 I h<lve made an inspection or this bui Iding after the debris of the colliipsed canopy h;ld been removed. You advised that the intended reconstruction of tll(: wall above the window and door I intel would be with wood frame construction connected to the exi5ting construction. Based 011 my observations, 1 Inilke the fol lowing recommendations for the recoll5truclioll of the bui Idillg front or south wall tlhove the show wihdows illld entry doors: 1. Above the wi Ildows illlU doors, there is II pOll I"{~d- i n-p I ;lef' cOllcrt>lf' Ii otel or ilCildcr. 1 found 110 evidence that t his I i nte I hlld heen damaged due to the collapse of the ca IlOpy. Ttwreforl~. it is my opin- iOIl thaL t Ii i s I illte I is :ldequilte to support the IOiH!5 f rOlll the WII II above. Thi~ lilltel does not support the roof loads. 2. A portion of the concrete block w;lI I above the I inlel and a portioll which is broken off at the southeast corner, should be removed. 3. At the southeast <lnd soutllw(~st corners wlwrc the COllcrete block Will I remains, the last cell ill the concrete block should be sol iel grouted with aile //4 reinforcing bar illserted into the cells vertically. 4. A prcscl"vat ive treated 2x6 si I I plate call be boiled to the top of the concrete I illlcl for iltlilChlllCllt of the wood fr,ullc wall above. The si I I plate should be att<lchcd to the COliC rete lintel with 1/2"x7" drilled expansi.on bolts at 4' maxilllum spacing and olle at 12" from the east and west ends. 5. The space b(:twcen lh12 bottom or t.he cci I ing joists <llld the top of till! roof rilftcrs at the south wall should be sheathed with 1/2" plywood. Vertical studs can he placed at plywood joints and at the origin.11 .~ " , . ~ '~.. . -2- . roof rafter support from cei I ing joists. The cei I ing joists alld rnof rafters can be "flushed out" with 2x4's Deli led onto the cei I ing jni~;l:~ or roof r<-lfters. Plywood should I)(~ nailed with 8d nails 6" all CCIlII'!" at plywood panel edges and ell intermediate framing. 6. The new wood frame south wall can be constructed with 2x4 vcrtic;lI studs at 16" on center ilttached to the 2x6 si 11 pl.1tc and to the roof framing. Attachment can be with Simpsom A-34 or A-35 connectors. The ,new wood fr;Jme wall should extend to the origin~lI height of the roofing cbping and around the corners where the concrete block is removed. Vertical framing should he ;Jttachcd to the COliC rete block ill the southeast and southwest corners with at least two 1/2"x7" dd lied expilnsion bolts into the solid grouted cells. 7. A suitable siding with flashing and other joint details can be in- stalled over the face of the wall and lapped with the roofing and a coping flashing over the top of the wall which call also lap outo tll(! concrete block wall coping to provide ,,1 weatherproof wall alld joints with the concrete block and roofing. The roofing Cilll he repaired. [ hope you find this report ddequate for CQntact ii.€: if :;OU have. fljr:h-;r:".J~s::.ions. your purposes at this time., Ple,lse Thdnk ::ou for this opportunity to ~~ ::: 5~ :";::~. Emile Mortier, P.E. ECM/da Very truly yours, \ , ,. . "!m!IIf.a!m ~- ~~. - ~'lITEmm. - ..:::~ ". ~ ,,;. "'. - ~ ,,:; ~. ~i ," , ~ ~ !J IPwllB.. ., -.. TfIII',,;.4,;~~...~..Y'l:'1" Ih"',"~--=..6." _ ....~""' :.-iJ.ill-~~.[ft1.. ':~l8)~. . ;~. '\ ....~~ ..........". ," .;':::;;1:=1, ~ . .-~' . ,!. "'I. - I' t.. mU.~~ ~..~ L~ . . ."....~.=~.,_.- ~I'-il!. 'Il q~:.'~,~-=-'" --==-"- , 'I L ENGINEER Civil. Structural-Archltecturul . Fire Protectloll CODE CONSULTANT Plun ChccJ(lng . COllstruclloll Inspection P.O. Bo. 139 Eugene, Orcglln 9744() Phllnc.(503) 484-9080 September 9, 1988 TDB LANK BUILDING 474 \\'l1.T.AMET".'!,: ST. Gerry Duiker Excel Consolidated 1920 1~. 7th Ave. Eugene, OR97402 RE: 1748-1752 ~Iain St., Soringfield, 01{ - Repair to Building Front W.0.#2685 I have made an inspection of this building after the debris of the coll;1p~c.'d canopy had been removed. You advised th~lt the intcnd<..!d reconstruction of tllp wall above the window and door lintel would be with wood fr.une constructioll connected to the existlng construction. Based on my observ<-ltiolls. I mclke ttH' following recommendations for the reconstruction of th~ building front or south wa II above the show windows ill1d ent ry doors: 1. ^bove the willdows and doors, tht're is iI poured-ill-placf' cOllcr('t(' I intel or header. .1 found 110 evidence that this lintel h;:Jd hl'('1l damaged due to the collapse of the CilllOpy. Th<~rerOr(l. it is my Opill- iOIl that this I inlld is adequ;llt~ to support the loads f rOIll the wall ilbove. This lintel do(!s not support the roof loads. 2. A portion of ttw concrete block wall above the lintel <Iud it port.iol! which is broken off at the southeClst corner, should be removed. 3. At the soutllCtlst and southwpst corners wlwre tile COllcrel<l hlock Willi remains, the last cell ill the COliC rete block should be sol id grouted with aile 114 rcinforcing bar inserted illto the cells vertically. 4. A preservat ive trcaled 2x6 si II plat(l call be bolted to the top of the COliC rete I illLel for iltlclChlllClll of the wood frillllc wall ahov('. The 5i II plate should be attached to the COllcrete I illt.el with 1/2"x7" dri 11(!d expansion uolts at 4' maximum spacing and olle ill 12" from the east and west cnds. 5. The space b(~twecn lhe bottom of the cei ling joisls and the top of the roof ~aftcrs at the south wall should be sheathed with 1/2" plywood. Vcrtic;:d studs can be placed at plywood joints ;lnd itl the origin.11 . ., ., '. . . -2- . roof rafter support from cei I ing joists. The cei I ing joists ;ll1d rnnf rafters GIn be "flushed out" with 2x4's Il.liled onto tll(' (piling Jfll~,f', or roof rafters. Plywood should be nailed with 8d llilils h" 011 Ct:nlpr at plywood panel edges and at intermediate framing. 6. The new wood frame south wall can be constructed with 2x4 vert.ical studs at 16" on center attached to the 2x6 si II pl.:ltc and to the roof framing. Attachment can be with Simpsom A-J4 or A-35 connectors. Till! .new wood freme well should extend to the origin,,1 height of the roofing coping nnd around the corners where the concrete block is removed. Vertical framing should be attached to the concrete block at the southeast and southwest corners with ell least two 1/2"x7" dri lied expansion bolts into the solid grouLed cel Is. 7. A suitable siding with fleshing and other joint deteils can be in- stalled over the face of the wall and leppcd with the roofing and a coping flashing over the top of the wall which can also lap onto the concrete block wall coping to provide a we.nhcrproof wall ;-IIIG joints with the concrete block <lnd roofing. The roofing can he repaired. 1 hope you find this report odequote for C0;".~act :7.e :.t ';01"; ~I~':(;: :~.l::"..:;:- :....:(;~:i.')r.s. y<?ur purposes iH this time. Ple;lsc Th4nk ','0'j for this opportunity to ~~ ~ - :: -= :"';:' :.:: . Very truly yours, Emile Mortier, P.E. ECM/da