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HomeMy WebLinkAboutPermit Building 2010-8-6 . , -1IIi:'1~~i~G,~I~ . '.....':".. 'l '" il' r~~,_, 'r': Status Issued t.t:--, ....\t: CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2010-01071 ISSUED: 08/06/2010 APPLIED: 08/06/2010 EXPIRES: 02/06/2011 VALUE: $ 3,000.00 ":'lhZ' '\", 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line SITE ADDRESS: 980 KRUSE WAY ASSESSOR'S PARCEL NO.: 1703222000912 Springfield TYPE OF WORK: Tank(s) PROJECT DESCRIPTION: ,..... : .,- TYPE OF USE: Alteration . . , Add fermenter and extend chiller lines - no planning issues per JD ", ,d " ',.,'"" "." Residential Owner: Address: TREVORS BREWERY LLC 3895 MEADOW VIEW DR EUGENE OR 97408 Contractor Type General " -, ,.1, CONTRAGTOR INF0RMNPIO~ ~ t" '.~ ~. s adopted bY me UI~\oJU" ~..... Contract~c'~i';iCc\'O~ C~!'t\~r, }~o~erules are ,.f ~~ JEFF BEL~MJAR 952.00gIP10,t\1,r6ug~ ~~~ 1 6 0090, YG~ m"'_,'_'~ ':--..- ,e II' "BUILDlll/G IN ,ORM 0 ncuaml~~r for the Oregon l1111Y I 11 I ",on cent&ro.tiSIO.rW<332-2344) . U Height of Structure Type of Heat: . Water Type: Range Type: Energy Path: Sprinkled Building' . E'xpiration Date 12/12/2010 Phone 541-228-5435 # of Units: Primary Occupancy Group: Secondary Occupancy Group: Primary Construction Type Secondary Construction Type: # of Bedrooms: Lot Size: Sq Ft 1st Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft GaragelCarport Sq Ft Other: Occupant Load: nla Frontyard Setback: Side I Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: _ DEVELOPMENTINFORMA TION NOTICe. , . RE IF vvurm THIS PERMIT.:S~Al~r:~:PERMIT IS NOT AUTHORIZED ~~~e!\!'~~~Vl3g!l;D FOR COMMENCED If r,ea Drive Rqd: ANY 180 DAY I<l ''Of\i!6f Coverage: REQUIRED PARKING Tofal: Handicapped: Compact: Street Improvements: Storm Sewer Available: Spedallnstruction: 1 PUBLIC IMPROVEMENTS ~ ".. . 'j \:'dll.' l~ !.ii' :.-t:: .._, '1.,'.T~~. ........... , ,! n.J,~ ' ';"~~T~i 'f 't;~~1I:l. ' Sidewalk Type: Downspouts/Drains: Notes: I Valuation Description I Description Type of Construction $ Per Sq Ff or multiplier Square Footage or Bid Amount Value Date Calculated t. .' i .. .,~', i"': [',~' ....,; '1 ,~~. s 1',,: '. : . "!i d , "Paee I of2 "'!j, Structural Permit Application I @TIW@fI~(Q~~ 225 Fifth Street. Springfield, OR 97477 . PH(541 )726-3753 . FAX(54 1)726-3689 DEPARTMENT USE ONLY In~ . ~ 00' Permit no.: tP.1 () - I d? Date:F This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of iss snspended for 180 days. LOCAL GOVERNMENT APPROVAL This project has final land-use approval. Signature: Date: This project has DEQ approval. Signature: Date: Zoning approval verified: DYes DNo Property is within Oood plain: DYes DNo CATEGORY OF CONSTRUCTION D Residential I 0 Government I D Commercial JOB SITE INFORMATION AND LOCATION Job site address: q Bo i<1L<1~ WA<-7 City: SO....',u<.Plt:.'-a State: OL I ZIP:'174-77 Subdivision: I Lolno.: Reference: I Taxlot: PROPERTY OWNER Name: 1-I.eM ,J" II", f6l-etP::~ LD Address: 0, 'll::> ken .;r.<. W.-" City: (" ^' < ,<-'_0 State:oL I ZIP: c; 1 <17' Phone:5<1'-,)>/2.- 357~ Fax: - - E-mail: This installation is being made on residential or fann property owned by me or a member army immediate family, and is exempt from licensing requirements under ORS 701.010. Sign here: CONTRACTOR INSTALLATION Business name: 0eFF Pe. I Ae-/) Gr..--.. l ",,-="'To.~ Address: 8,:l,co DkV,~;."-' fI.L:> City___ USu..><-LL State:ot. I ZIP:"i7'fZ" Phones;'f( - 2-2l!r SS3S- Fax:ftll-'Nz .72-00 E-mail: ..ku:. ~I-"">Pe q",,~ , LAy>.. CCB license no.: ,,?, 2?''' Print name: 1-d'F (be-I /1"'" Signature: /// A'-_ /.. "- ""'B-CONTRACTOR INFORMATION Name CCO License Number Phone Number Electrical Plumbing Mecbanical u FEE SCHEDULE I. Valnation information (aJ Job description: 14- "'"' c-,., '"7L-- Occupancy U Construction type: Iv ~ Square feet: Cost per square foot: Other infonnation: Type of Heat: Energy Path: Dnew D alteration B-iddition (b) Foundation-only permit? DYes DNo Total valuation: R&lO 2. Bnilding fees (a) Permit fee (use valuation table): $ (n7 ?") (b) Investigative fee (equal to f2a]): $ (c) Reinspeetion ($ per hour): $ (number of hours x fee per hour) (d) Enter 12% surcharge (.12 x 12a+2b+2e]): $ ;;{ !2. (e) Subtotal of fees above (2a through 2d): $ 3. Plan review. fees (a) Plan review (65% x permit fee [2a]): $ (b) Fire and life safety (40% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): $ 4. Miscellaneous fees SlO 7?5ZH- 3:::L (a) Seismic fee. 1% (.01 x permit fee [2a]): $ TOTAL fees and surcharges (2e+3c+4a): $ ? '7 ::2. ", \' ~', . .' wrrS(~~g"F,lI,'!!;~; .- % "'. ....."........ ;, . '0' J .:... . . ,~ '.,.' .:.~3~T ":. ::/. ,r;;,~! ." 0_- . ,.~ t: .' CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM20IO-01071 ISSUED: 08/06/2010 APPLIED: 08/06/2010 EXPIRES: 02/06/2011 VALUE: $ 3,000.00 Status Issued '~ t t'!'!,,, 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line .,' i{.'> ~ ,(:" ,~/i; Bid Amonnt Mechanical CfJ Use Bid Amount Use Bid Amount $1.00 $1.00 3,000.00 2,000.00 $3,000.00 $2,000.00 $5,000.00 08/06/2010 08/06/2010 Total Value of Project Fees Paid ~ Fee Description + 12% State Surcharge + 5% Technology Fee Building Permit Mechanical- Value Amount Paid. . Date Paid Receipt Number $15.09~ . $6.29: . $67.75 $58.00 , ~p 8/6/10 8/6/10 8/6/10 8/6/10 2201000000000000930 2201000000000000930 2201000000000000930 2201000000000000930 Total Amount Paid $147.13 I plan Reviews I " ... ~:-.. . ';'~ , '\':"'~;-;' ..'...,'........ :".~, To Request an inspection call the 24 hour r'l!~6rding at 726-3769. All inspections requested before 7:00 a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following work day. Reouired Insnect~ Footing: After trenches are excavated. Foundation: After forms are erected but prior to concretepla~e!llent. Rough Mechanical: Prior to Cnver . -, .1);"". Final Mechanical: When all mechanical work is complete. Final Building: After all required inspections have been requested and approved and the building is complete. By signature, 1 state and agree, that 1 have carefully examined the completed application and do hereby certify that all information bereon is true and correct, and 1 further 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 pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure.without permission of the Community Services Division, Building Safety. 1 further certify that only contractors and employees \Vho are in compliance with ORS 701.005 will be used on this project. I further agree to ensure that all required inspection!.~re requested at the proper time, that each address is readable from the street, tbat the permit card is located at the front of.tJie:pwpei:ty, and tbe approved set of plans will remain on the site at all times during construction. '.',if. '.' /, S' tractors 19nature p6/o Date 'Paee 2 ~f.2 ,_ :::," --'J,' .f -, -~ SSW ENGINEERS" CIVIL-STRUCTURAL- BUILDING DESIGN ~_ . SURVEYING- LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, OR 97401 (541) 485-8383 Fax (541) 485-8384 Jeff Belnap . Hop Valley 980 Kruse Way Springfield, Or. SHEET NO. PROJECT NO. BY DATE COVER 10-6837-70 MAC 8/4/10 STRUCTURAL DESIGN Seismic - Equivalent Lateral Force Procedure Desian is aoverned bv: 2010 State of Oregon Structural Specially Code Ss = S,= 33.2 71.3 Wind - Method 2-Analytical Procedure,AscE 7-05 Soil report by; None Allowable soil load -- Active soil pressure - Passive soil pressure - Loading; See sheet1 Material Spec Includes: Concrete - Footings -- Fc = Rebar - ASTM A-615, Grade 60, Mph 95 Exp. B Report No. Dated 1000 psf 30 pcf 100 pcf 3,000 psi in 28 days, 60,000 psi, Anchor Bolts -- ASTM F-1554 Grade 36, (A-307), Structural Bolts - ASTM A-325, Weld electrode -- E70XX, DATE RECE:VED ~ '/0 JOB NO. tJ..I tJ-/ () '/ ZONE UNIT IS} STORIES LEGAL DESCRIPTION ADDRESS &7A1? ~.rr u'f OWNER If.I P 1/;-97/ "..- Y . OCCUPANCY GROUP OCCUPANCY LOAD TYPE CONSTRUCTIONvf THE CONTENTS HERE ON HAVE BEEN REVIEWED WITH ALUTERATIONS INDICATED ON COLORED PENCIL. CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE OATE BELOW SHALL BE APPROVEO BY THE BUILDING OFFICIAL. CITY OF SPRINGFIELD. OREGOII",li APPROVED BV. DATI!,}l~~~ ~"..... -~~.~.-. -41 SesimicEqu2007 .xls a 1IIllJIU IIU_UJ_LJ_1 1._~~:l-~r4=H 1-- 1 ! ! 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J _._ _1_____:_1__ _:_______L_ __:__i ---l--.---l--L-L----JI---L---- +_!_______ --->-- 1 --r" ~--: --'-"-.i--~ -1 -1 I I I , 'I I I ' : I 1 I I' , I", 1 I ", I, " !. -.'---------1.-1"--.---1.-1.---- -I . F+; -Pr. r.... Ff .:-- ';-+===1=1=: :-.F.! -: =--:. --~:=-;--!-~-~--f--i ;J--.- SSW EN6INEERS~ CIVIL' STRUCTURAL. BUILDING DESIGN SURVEYING-lAND USE PlANNING 2350 Oakmon! Way, SUITe 105 Eugene, OR 97401 (541) 485-8383 Fax (541) 485.8384 , OF t(1 PROJECT NO. I I) -- (,,0. -s7 -., l::l P, / ::::~ liililll--.LJli .-,.--,-'--1--r-r- ' , I ' 1.__,LL_J_.L_L~l__.._.;_._ j i___L_ ..,., . ~Ef""'D6.-N"'~ -l-\c>? V AlL':-';' ~ tc/2.<...&S 1..J~ 1~.f'"Lt& I". . ~"- " SHEET NO. BY DATE " -- '-~r-' SSW ENGlNEERS~ Jeff Belnap Hop Valley 980 Kruse Way Springfield, Or. CIVil. STRUCTURAL. BUILDING DESIGN ~""~_ SURVEYING . lAND USE PlANNING 2350 Oakman! Way. Suite 105 Eugene. OR 97401 (541) 485-8383 Fax (541) 485-8384 SHEET NO. PROJECT NO. BY OATE 2.. OFc" 1 0-6837 ~70 MAC 8/4/10 Latitude = 44.08397 Longitude = -123.0412 Tb = .2S01/S0S = Ts = S01/S0S = Ta = CI hn^x = Cu, (tbI12.8-1)= T = CuTa = Sa = 0.6(SoslT a)T +O.4Sos = Sa = S01fT = Sa=SOS= 1,(tbI11.5-1) = R, (tbI15.4-1,-2) = TL (Fig 22-15) = Seismic DesiQn ReQuirements for NonbuildinQ Structures ASCE 7-05 Chapter 15 EQuivalent Lateral Force Procedure (ASCE 12.8) State of Oregon 2010 Structural Specialty Code Based on the 2009 International Building Code 0.2 Sec. Spectral Resp. Accel. Ss. (Fig. 1613.5(1)) = Fa. Itb!. 1613.5.3(1)) = 1.0 Sec. Spe~!ral Resp. Accel. S1, (Fig. 1613.5(2)) = Fv. (tbl. 1613.5.3(2)) = SMS = FaSs = SM1 = FvS1 = SDS = 2/3SMS = SD1 = 2/3SM1 = Ct, (tbI12.8-2) = x, (tbI12.8-2) = hn, height in feet above base Occupancy Category = (tb!. 1604.5) 0.66 1.27 0.32 1.76 Seismic Design Calagory = (tbI1613.5.6(1 )) Site Class =. (Ibl. 1613.5.2) 0.84 0.560952 0.56 0.37 0.02 0.75 16.00 Elevated tanks, vessels, bins, or hoppers- On unbraced legs or asymmetrically braced legs (not similar to buildings) Seismic Base Shear, V = CsW Cs= SoS/(RlI) Cs(max) = SD11T(RII) Cs(min) = 0.03 Sos/(RII) = 0.28 SD11T(RlI) = 0.83 0.03= 0.03 Tank Weight = Working V= 18,333 Ib 5,1331b II D D 0.13 0.67 0.16 1.4 0.22 0.78 2.34 0.56 1.00 2.00 16 v = 0.28W -41 SesimicEqu2007 .xls . SSW ENGINEERS" 2350 OakmontWay, Su~e 105 Eugene, OR 97401 (541) 485-8383 Fax (541) 485-8384 :$EF'" ~6Lt.:lAl"> SHEET NO. :s. OF 'Ct( ..J:j,,1:> VAl ,,;:;--/ PROJECT NO. IO-Co~~7-70 . '7400 ~l2.c_..',f) W~ BY MAL ,-".?e.'..:!.I.;.'Pt t~L~ t')~ DATE -sf <-( J I~ __LLJ._.J_ -L~--LJ.+--J-LLI-J-J--J-J--+.:.-tld,of,or !s-':~'b'I' . 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'! ,! ~--1~ l !~-~-~~--1--!~~-_:-~~_.---Ll--'--lj__~--J--.J_~_ - -! -I------;-+~-.:---i--~-..I--h- ++ j-- LI__J +--i---:--j'"L-i --- --;-f -- j- -'--1--1--++- .----l-------t-~t----r-- ----t- -t-~-<-- -"1 --t"--t-- -; --J-- ,- -,- 1-- 1---'--- - -1..-; - -----..---j 1---.-- -j-- i --+--- i --i -~~ :;'!I!: :!, :JL-L-LJ~L-L.-lri!,ll 1: ltlt,~~tit~ttt~l=tt i:tj~Hf~l*j-f:ttf~ .....\---I--j-I---I'..-1--!---I--I-.-.--1....-1+-+--!..I..+-+-.!-I..---l-r-rl-I--+--i----I-Lr-t-!~--r---t- CIVil- STRUCTURAL- BUILDING DESIGN SURVEYING-lAND USE PlANNING 5'-Q" 5'-Q" 11'-6" PLAN I' .:1-1 _ ~:t:lU~ - - C) \J) il :?;,-j~ "- -i!iu.. "."~' -:''' ~ .. : 4 : ... ...... . ,!;, .... _' ,.J....... '.1' ." .',..' . .~. . .~..~'~.....,......;......~.., . ..... ....... :.1 . \J "---- . . ci , --J 1'-0"1 \.) \'() <l'" ~ . " .1'.. f'~"~ 7'-6" 11'-6" SECTION FOOTING FOR 60 BBL UN/TANK SCALE: 1/2" = 1'-0" 5/8"~ X 6" EXP. BOL T (TYP) #5 @ 12" O.C. EACH HAY ~~~ SSWEN6INEERS. Job 10-6837-70 HOP VALLEY FOOTING FOR: drawn MAC dot. 0810~ JEFF BELNAP CONSTRUCTION checkitd m.d '.! CIVil. STRUCTURAL. BUILDING DESIGN HOP VALLEY BREWING COMPANY SHEET ','. SURVEYING' LAND'USE PlANNING 980 KRUSE WAY ~ 23l5O 0drtl10nt way, Sl..Ib 10l5. Euo-ne Oregon 87401 SPRINGFIELD. OREGON 97477 (&41)48&-8383 FIIX(541)48&-6384 _.aWeng~.c:om r-----------------~ I . , I I ' ! ! I I I I I Ii! ' )' I II I TRASH ENCLOSURE I IlIII (E) C.B. IlIII (E) C.B. I (E) 8 LOOP BIKE PARKIN6 "1~~::~ 1 ~.' " .~ t-':.; t>Lii"...i , \ ~ ....,...; ~~. . : L ",.,""1 iO."_"..: c. >: "', ',' ;:::~~.] .. HOP VALLEY BREHING COMPo Q80 KRUSE HAY I- ~ IS) :z: ~ .:::, ::t L_ CHAIN LINK FENCE Nt SLATS I I I I I ___.________--1 NEW 60 BBL UN/TANk PAD (E) 60 BBL UNITANk PAD CHILLER PAD KRUSE HAy CD SITE PALN NOT TO SCALE . ". ".. . -. ,~-- - . EXPIRES-b'p?f' ? HOP VALLEY FOOTING FOR: JEFF BELNAP CONSTRUCTION HOP VALLEY BREWING COMPANY 980 KRUSE WAY SPRINGFIELD, OREGON 97477 lob 10..6837-70 drown MAC dot. 08105110 ch.cbd fll.d SHEET @ CHAIN LINK FENCE HI SLA TS NEW 80 BBL UNITANK PAD '(J'" '. . '. . '. '. .... ". . . . . '. . . . . (E) 80 BBL UNIT ANK PAD --..::r CHILLER PAD PARTIAL SITE PALN SCALE: //8" = /'-0" :',; ;)'*. SSW EN6INEERS.. ;: -,,,,,,,,-. :;,-tf_'~'~-" / \. f. 'j,/ CIVIL - STRUCTURAL - BUILDING DESIGN ."., ',> SURVEYING -LAND USE PLANNING 2360 0lIkm0nl Wtq, SUII8 10l5. eug.n. Onvon 07401 (541)4M-e383 Fao:(541}485-8384 __ft_ovL_..c:cm . HOP VALLEY FOOTING FOR: JEFF BELNAP CONSTRUCTION HOP VALLEY BREWING COMPANY 980 KRUSE WAY SPRINGFIELD, OREGON 97477 = '-\) - I - - \J _I lJ = '-\) 1 t- . EXPIRES: r:::~cf//-z.' Job 10-6837-70 drawn MAC dall 08104110 chechd ~ mid SHEET @ 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone ~4;~~;... ' WI;:. ' ~,'~' .. ....."............,.......". City of Springfield Official Receipt Development Services Department Public Works Department RECEIPT #: 2201000000000000930 Date: 08/06/2010 9:40:52AM Job/Journal Number Description " Amount Due COM2010-01071 Building Pennit : ':,4~j, 67.75 'f. COM2010-01071 Mechanical-Value 58.00 COM20 lQ-O I 071 + 12% State Surcharge 15.09 COM2010-01071 + 5% Technology Fee 6.29 Item Total: $147.13 Payments: Check Number Authorization Type of Payment Paid By Received By Batch Number Number How Received Amount Paid Check JEFF BELNAP CONST cjc 564 In Person $147.13 Payment Total: $147.13 "1' .':,~~;.:.~',i i: .. ,.J..'" "7.... '" ~. ;,:;;:"'1' ,.,:i.';,;.,: .. .~:'" cRcceint 1 Page 1 of 1 8/6/2010