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HomeMy WebLinkAboutPermit Building 2001-9-19 , ~Ob# 01.01022-01 . I . Page 1 of 2 TRANS#:0l-OOOu'l39 DATE:SEF 19 200: AMT RECD;2 $ 60.72 CHANGE: CASHIER:061 ,f CITY OF SPRINGFIELD, OREGON COMMERCIAL PERMIT City Of Springfield Community Services Division Building Safety Job Number: 01-01022-01 225 North Fifth Street Springfield, OR 97477 Office: 726-3759 Inspection Line: 726-3769 Location Of Proposed Site: 188 Pioneer Pkwy Spr Assessors Map#: 17033532 Lot: Block: Addition: Tax Lot #: 03100 Subdivision: Owner: Address: Metco Investment Realty 440 E Brooadway SW 100 Phone Number: 541-683-9001 City/State/Zip: Eugene, OR Scope Of Work: Apartment Repair Value: $2,500 Repair existing stairs per engr drawings , Contractor Type General Contr Contractor Ehlers Construction Inc 20661/2 Roosevelt Blvd, Eugene, OR 97402-2536 Registration # 4231 Expiration Date 11/19/2004 Phone .541-689-6177 , " \'~- Quad Area: # Of Units: Constr. Type: Water Heater: Office Use,. Land Use: . \ Zoning Code: Bedrooms: Range: .\ .' # Of Buildings: 'Occupancy Group: Heat Source: Sq. Footage: '-' ,~~ . f.J:,J"',,'" t . ~ .. '. ,....\,... v.' (\V' To request an inspection call the 24 hour recording 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 working day, R . d I t' .,n'0'f.. _ _eq~l~ nspec lon~ ,~Y;.. , (5' r Building I ,'0~ ,'I' ~ ,'0 ~ -After trenches are excavated. Jr. ~\.. ~i-<i' ,,'0 <i'~'0'Ji, \\ 'l'0~ -Prior to cover, ~'\\V .~ ~ S~~ r;Q.. ,<(I. 0"";,' - When all required inspections have been:'approvecli~nd the~building:i~complete. '\~f.> ," R-'1-~\,) v 0'0''0 "'; ~\J,~O'O\t-''-'\> f(~"<i'\0.--' c,O~\":" \~'1 'I '\" ~~\ Height (feet): Proposed Units: # Of Stories: Current Units: Census Code: Does not apply Footing Framing Final Building Construction Types: Occupancy Groups: # Of Buildings: # Of Bedrooms: Handicap Access? D ,Area (Sq. Feet) I Main: Accessory: Total: Fee "b# 01-01022-01 Paid On Receipl# r--- Building 09/19/2001 6738 09/19/2001 6738 09/19/2001 6738 . Page20f2 r- Value/Quantity Fee Amount Building Permit State Surcharge For Building Permit Building Administrative Fee Total Building Grand Total 2.500 $52.80 $3.70 $4.22 $60.72 $60.72 Plan Check Type Checked By Date Completed Comment Structural-C/I/P Tom Marx 09/19/2001 By signature, I state and agree that I have carefully examined the completed application and do hereby certify that all information herein is true and correct, and I 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. I further state that only contractors and employees who are in compliance with ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are requested at the proper tim that the project address is readable from the street. that the permit card ~ul~~f1~e ~ont oft roperty, and the approved set of plans will remain on the site at all timesj:J )j1)~} Sig7 Dati P . . , . , ; \ \ . i I . , , : : INSTALL NEW CONC. FOOTING FOR PROPOSED STEEL It:_-:;~_:_-~~t-:~:~;~~::~-~~~~~---~-;r::::_-::::_-:_~ I N I '. ~ 2~ -wr,j ~'I. I' r::~ ~~ B. ~.B ~ p' .J ~::J L.::. ::.J IN EXISTING I P. COLUMNS I SI ~- ~ r- ~-- I STEP I I I I ~' . .L _ _ -,.__________________________ \ .'.: r------------------------ '. 4 . , , 4" I I . Ii , ., , ,<1: I I 1 I I' "1 I I' , , '4' I , :REMOVE EXISTING CONCRETE DECKING AND INSTALL NEW 2.6 DECKING. iREMOVE AND REPLACE ALL DAMAGED FRAMING MEMBERS TO ORIGINAL CONDITION I, ~ ____________________________________________________________J ----------;- ~--------J-l--T--r-l--T--i-l--T--r-l--T--r-l- I I I I I I I I I I I I I I I : : : : : : : :: INSTALL NEW ' I : : DOWN ~: :' P.T. 4.4 POpT , , , I " wi PC44 , I I I t I I I I I I I I I 1 I I I I I I , '4." B~AM' 4.8 'BEllM J- '- I I '? I-"" #' " - J IT & 0!3;.4 / ~ 0 \ - . ~ I':I~~ I p-" C_ . P .T, 6.6 wi SIMPSON PB46 "' " " ,.,. OJ )( V I l I ~ III , - OJ )( V , - ,,~'8 BEAM : 6'-5" ',. ,I J \ 4.8 E BEAM _ \'-5" ~ INSTALL NEW P.T. 4.4 L POSTS WI SIMPSON PB44 OPEN TO BELOW L. ~~ , I I I I ,: L_____________________________________ ?1 . v '" r------------------------------------ .. 1 , , , I 1 .. 1 @ ~ .J ~ , SIMPSON HUC48 TYPICAL 1 1 I ~ ' III OJ )( v' I I I I I :~ /1' , I _ I I ~ III OJ )( v , I , I I I I '1 I. 1 1 I I I I ' I OJ )( '" ,..: u z o u -J ~ Z , " . v '- , '--I , , , , , , , '~ - P.T, LEDGER, SEE SECTION P,T. 6.6 COLUMN. CONT. TO ROOF P .T. 2. DECK JOISTS, SEE SECTION oJ'> I , - '" , '"' ~ I : /,1 i,~ 2.6 DECKING : ,." /f I' / I I t' I 1 " I I I I I 1 I 1 I &______~ I I I I I I I I I I I I I I , I I I , , I I 'J I j I I I I I I .. ----------- 1) . 3'-9" CD FLOOR / DECK FRAMING PLAN SCAlE: '/4" Q "-0" ;/'0 '1 . '" '- - ,... I ;... '4 ~ fr4 I <1 \ .[SJ <1 . oJ'> I ,... <1 4 41 . , . , .1 1 . , . , 4' , 4 I . '. .1 _____:.....J . , '!J ' I ~.. 4' ~[SJ ...., <1 2\. . / . 4.' <1 '4 .<1 . o I io 4 $ <1 A"qt....., ~ r4. 4 . '<1 V 4 4 '- '" <1 '" 4 , io <1' 4 <1. J -t~44 , ~r 3" I. 4'-0" " CD FOUNDA TION PLAN SCAlE: '/4" - "-0. ~ If Vl '- n 0 0 DECK REPAIR :r: 0 l> l> ;0 .., III 0 --< ::E .., .., --< z :J z 0 r .., AP ARTMENT BUILDING Ef.4LER'S CONSTRUCTION ~ ~ LD m N ~ , ~ 2l?J66 1/2 R005EvEL T BL VO. l_ \ --' ::::i 188 PIONEER PARKWAY \>l , ., r \J1 ~ m EUGENE, OR. ~1402 (t SPRINGFIELD, OR. 97477 !/~ Go, ? ~ ~~ --. \O\M, ,........ (/) I f'Tl f'Tl -i ~(/) ~ IhC\\2.'" , , , I , , _______J I _________J " SQUARE; W CUT EXISTlNG NC. AND INSTALL "Ill AUGERED HOLES BEAR ON NATIVE IL. ENGINEER TO PECT. PROVIDE , 4x4 POSTS W/ PSON CB44 (typ) XISTING CONC. o REMAIN ( MIN. 6" CLEAN FREE DRAINING BACKFILL 18"16 AUGERED HOLE TO BEAR ON NATIVE SOIL I SIMPSON-.! BC46, lYPICAL II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I , , , EXISTING SHED ROOF I AND BEAM\ :: II """dl -""" Jj' _"'.::;::::.... _-- II ::::::::::::... ....--- II ...,:;:;",:::: _-- II .,.::::-- ....--- II _::::::::::::::::::::::-: .......-r-:.:--------------dt ~- _----- g-----------------...r<.l 0-- 1,',1 :,' ti :1 " :' :, :1 , IjI ',I I" '" I" ~, I" I" ," ," ,II ", ", ,II ," ," ,I' ", I" 'I '1 :1 :1 :I :' '1 ;l :I :1 'I :1 26go. METAL :: FlASHING\,:" ,I' :1 , I ! - I! Xfr -" -" -" -" -" j'~F=======' '/ / ~:i'L=======. 11..__ , -, / . Iii ' -7' III r 111 [ I 'II P.T, 2x12 I:: LEDGER 'I' CONNECTED TO :i: EXISTING RIM Iii WITH .3/8"16 x 4" ,I, LAG SCREWS CD 12" :: O.C., STAGGERED :: " III " " " , " " " " " " " ]1 II II II II II (I :: :: I " SIMPSON CB66 ( ,1..: :i (lYPICAL), ,J!<'" Jil ii ~#4 CDNT. \ ~-l" O~! :: - ~ - ~Y /1 a (~ ::,6-1.------- ~ r-J;l (,\1 ., \ t;oY------- ~. ~.. ,~', -~~//~L~~~kJ i ~ ~ 1>" '. -' I. r-L--1--, L.I.J . fIl....: ~. .i~'. I I 2: .~<:t"~l'. I I ~'/ .~~,-.-'":') 4" COMPA~~~-~~VEL ~ :It(l' ~ . ',to '.l "-- I , ~. ',' 12" FTG. CD THICKENED / c..\, SLAB EDGE, (IEYOND) / "t.~ ~ PROPOSED EXISTING" 2x6 TOP RAIL""\ \ 2x6 TOP RAIL - : r 2x2 PICKETS- P,T, 4x8 BEAM SIMPSON LU26 P.T. 2x6 <<>> 24" a.c., (lYPICAL) P.T. 6x6 COL. CONT. TO ROOF~ I f- 0- W Cl CD DECK SECTION SCALE: 1/2" - "-0" 'X8"16 HOLES ", ,-----------, 12"x12.~. P,LATE~~ ....l...... _----J '<.--- , " J l ~t'\ ....,.... r----------, .......... J,?r,;/';'~G' ........1....... __----J .:......... - J - - - t - "'" .o-i>('~6' '<.:::: 'N ~ I 0 I ", .,. ~~~ "'" ,-----------, "" O>VC>\l0s(' 'l.... _---J -1'- - -r, - 3 .. "V" ~ S.I>il '<.:::~-- /'8 " "S/'.". ~Q " 2" L 3 .. /" ........... 'v~ 'l-A~~ ............ ~ /'8 ", ''l''~ ", (typ) ...................:s' .. A-A , , , , ............... . SCALE: ," - "-0" -+-\ -+-/ A-J,~ -J,A 3" V /'6 r-EXISTING CONC. SLAB I J " .....L 1-+ I { ~' ~ 1/2"lIlx4" IlW RAMSET/READHEAD I TRUBOLT WEDGE ANCHOR WITH '- .3" MINIMUM EMBEDMENT INTO I 'EXISTING SLAB IN A 1/2"16 HOLE. PROPOSED 4 "x4 "dfs" STEEL TUBE COLUMN. . -+-/ 7,;' A -J, ~ ~1/2"16 X 10" ANCHOR BOLTS V ..J." .!! r ~~ ~~Ai~I~~~It?2.NC. " I.;:.)' ~.'1'~ >:~ ~.~:]> · .,,' i '. II> .,.~.. ;'4,' "'r ~. :.14," I ....':4 .~', . '_.'.:'~'. .t',,' 'i~ \ N.:t'j,"'. . -\~::t<~.~~ ~~3~U:4TI:;s EA WAY -J- -~-..' :,21:'SQ~lRE'" -J . _ /, ~; .~~".A": o .":{: .....'. V1 ... ".. ~:. ~ ...., : ~ :,.,'a; ~{..::~'~ z '. :: .(/f1,,',' '. ~ .;:;'..;<.;.,,~~.':..;, ~18"16 AUGERED HOLE TO ....~...~' .~,. a" ... I BEAR ON NATIVE SOIL, '. ' .' . ENGINEER TO INSPECT. ',~ ~'. . '", 4'....." ." ~ ..... ,"Do "t.:' ..... ~~P:;.., :>" "<:1'" ..~ :~i%%~W;~ 16"16 PROPOSED 4 .x4 "d!8" STEEL TUBE COLUMN. .' '. ~ I Ii: w Cl " -, CD COLUMN DETAIL SCALE: '" - "-0. STAIR STRINGER SUPPORTS: PROVIDE 4" x 4" X ~8" STEEL TUBE COLUMN SUPPORTS AT EXISTING EXTERIOR ACCESS STAIRS, (SEE DETAIL ABOVE). THERE ARE (2) SETS OF STAIRS TO BE REPAIRED. ONE IS LOCATED AT THE EAST END OF THE SOUTH EAST BUILDING AND THE OTHER IS AT THE SOUTH END OF THE NORTH WEST BUILDING. PROVIDE NEW 24" x 24" x 12" CONCRETE FOOTING WITH !!l"16 A. B., (SEE DETAIL ABOVE), AT STAIRS LOCATED AT THE NORTH WEST BLDG. p.s INDICATED ON FOUNDATION PLAN .3/1. PROVIDE A STEEL PLATE WITH WEDGE ANCHOR BOLTS, (AS INDICATED ON THE DETAIL ABOVE) TO EXISTING CONCRETE SLAB AT THE SOUTH EAST BLDG. LOCATION. . ~ . ~ OWEN GROVER ENGINEERING P.C. 1050 BETHEL DR. SUITE D4 EUGENE, OR 97402 541-688-3020 It'1.A-Co - \ .,f/~ Expires; 6-30-03 fJ ~ "".....(' \1'1 d-~ 0 G.""'>~ ,\c='\ . ~~o t:;/h I- ~l!J>()-~t.>""d c;.v.l~ 1i"'..w C?I-V>- "''10,<::0 \ - t....~ q iiI 'V. '\S.\.O....~\ \tX:>