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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/17/2008 I )HOPOG.-.:U AU1.Jrl~IO\: Be Srll.-.:WORK ~IOH: RC>SBC>RC>. LlJMBER '~ ~)AJ~ ~ ~ ~ ~ JIJ/"lorkt'JjJchJjJ~. o 1W~~~.f , ~ ~edf 4~: eg ~~ ~ ~$OF ~~ w l- I U 0:: <{ Z o C> w 0:: o LL o Z o i= ~ - 0= o :I: I- ::> <{ rD J:: 0:: ~ W :I: I- - == I- ::> o :I: I- ~ ~ U w ...., o a::: 0- n-: w :I: I- .. 0 >- z <{ n-: o LL ~ <{ 0- Z n-: o w ...J o I ~ ~ o w (J) ::> w CO o l- I- o Z ~ -0 Z <{ U ~ W 'IX ,-::> I- U w t: J: U 0::: <{ Z o (!) ill 0::: o LL o ~ n-: w 0- o a::: 0- o Z <{ ill U >= n-: w w ...J <{ z Q (J) .w W LL 0 o u.. a::: ~ a.. 55 LL E o ~ I- ~ ~ .E :2 ~ ,::> '0 0::: ro I- u.. (J) t) ~ "* Z CJ) <t:: ~ G A':>~-~C' SY','-V' ..JO' S ~ '.. ~..~ .' ..3_ A3~:3:-{ ~V~A 1- 0 \:S BUILDING CODE SUMMARY ~~ ~ INTERIOR ELEVATION EU.VATION NUMBER SHEET NUMBER or ElEVATION NUMBER SHEET NUMBER ,BUILDlNQ ELEVATION ElEVATION 1.0. SHEET NUMBER .B!l1J.D1 NQ SECTION SECTION 1.0. SHEET NUMBER L LAM, LAV. LB, LF. LT. LTG. LVR A AB, AC. ACT. A,D. ADA ADJ. AFF. AGGR ALUM, ALT. ANOD. AP. APPROX. ARCH. Laminate Lavatory Pounds Unear Feet Ught Ughllng Louver Anchor Bolt Air Conditioning Acousllcal Ceiling Tile Area Drain American Disability Act Adjustable Above Finish Floor Aggregate Aluminum Alternate Anodized Access Panel Approximate ArchitecUArchitectural ~ GOVERNING AUTHORITY: CITY OF SPRINGFIELD, OR APPLICABLE CODES: BUILDING: ,2007 Oregon Structural Specialty Code (IBC) PLUMBING: 2005 Oregon Pluming Specialty Code MECHANICAL: 2007 Oregon Mechanical Specialty Code ELECTRICAL: 2005 Oregon Electrical Specialty Code @ 2509 VAIN ST~EET, SPRINGF-E-<D, 0 ={ 9'/ L.77 VA=> &. 'AX -~O' '\a3V3::~: · 7..03..36..00, -_0' · 00 ! KEY PI..AH . INDICATOR It.lltK DENOTES BUIlDING SECTION BUIlDING mYATION NUMBER DENOTES WAll SECTION M MACH. MATL MAX. MECH. MEMB. MFG'R. MH, MIN. MISC. MTD. MTL. MTRLA MEZZ.B, A \ Machine Material Maximum Mechanical Membrane Manufacturer Manhole Minimum Miscellaneous Mounted Metal Material Mezzanine .WALL l SECTION -! :1t:1 _ _ 1.~~ J ~ .. - :J J ill @ z (Y) o N t9-r-LO WO<.o lLlO, Of'.~ amI'- lL . . o ~ 1.L. LL Q WON ~<.Of"- ~~ ~ W~J 2XN Z j 0 J:: (J)m~ (J)W"- ~ ~ ~ i3 m ~ 0 ~ lLl-O O(J)I zoo.. OD..:=J m ~ -r- SECTION 1.0. SHEET NUMBER CONSTRUCTION TYPE: . PARCEL NUMBER: ZONING CLASSIFICATION: SITE AREA: OCCUPANCY GROUP: OCCUPANCY SEPARATION: SPRINKLERS: ALLOWABLE AREA: AREA MODiFICATIONS AREA SEPARATION INCREASE: SPRINKLER INCREASE: MAXIMUM ALLOWABLE AREA: .BUILDING & SITE AREAS: EXISTING BUILDING AREA: STORAGE SHED ADDITION: LANDSCAPE AREA: PAVED AREA: UNDEVELOPED: BUFFER STRIP: A4.41 MATCH LINE; SHEET NUMBER Of ~CENT DRAWING III 17-03-36-00 TL 100 HI 72.72 ACRES F1 N/A (OSCC. T-302.3.2) YES UNLIMITED (503.7) I;J BD. BLDG. BLKG. BM. BOT. BRG, BRK. BRZ, B/S. 8SMT. B.U. DETAIL REFERENCE DETAIL NUMBER SHEET NUMBER or Board Building Blocking Beam Soltom Bearing Brick Bronze 8uildlng Standard Basement Buill Up ~ @- NORTH ARROW ;;...---- \~ J DETAiL BLOCK I DETAIl CATEGORY SUBOMSlON DETAIl NUMBER SHEET NUMBER N N. NIJ\ NIC. NO. NOM. N.T.S. o OA O.C. 0.0. O.F.RD, OPNG. OPP. a,s. @ @ CD + -$ ~ North Not Applicable Not in Contract Number Nominal Not to Scale GRID LINES CONVENTlOfW. GRID SYSTEM ---- --- ~ ~ :zu = O-.LI · = (9 = w ~ !r = 0.' - = 'I [ I; Y : <( w ;I~ . .--:.:- -- - ~ ~.:...--- /' ENLARGED AREAS ENClOSE THE , ENlARGED AREAS C CABT. CEM. C.G. CJ. CL. CLR CLG. CLOS. C.M.U. CONC. COL. CaNST. CaNT. CaRR CPT. C,T. CU,FT. CU.YD. C,W.L ~ ----~ ~-- P0~. :/7 . 7/i' Cabinet Cement Corner Guard Control Joil'lt Center Une Clear Ceiling Closet Concrete Masonry Unit Concrete Column Construction Conllnuous Corridor Carpet Ceramic Tile Cubic Foot Cubic Yard Cold Water Una N/A N/A UNLIMITED BENCH MARK ' DATUM WORK POINT Overall On Center Outside Diameter Overflow Roof Drain Opening Opposite Overflow Scupper ~ .- . ' ~, DETAIL NUMBER SHEETNUUBER \ .fl...QQfLUt:lf El - 157'-8. ~ <{ , 89,955.53 SF (2.07 ACRES) 3090.0 SF N/A N/A OSF N/A NOTATION INDICATOR G = GENERAl D = DEMOUTlON R "" REMODEl S=srTE SPOT ELEVATION GRADE EU.VATION ~ P P.LAM. PL P.l. PLYWD. PR P.S.F. P.S.1. PT. P.T.D. P.T.R. PVMT. PJI. L------ ~ Plastic Laminate Plate Property Una Plywood Pair Pounds per Square Foot Pounds per Square Inch Paint Paper Towel Dispenser Paper Towel Receptacle Pavement Panic Hardware - --- ----- \ \ - ~ ----- '~ , "~ d ~- -----, - , ' , . REVISION INDICATOR INDICATES REVISION ,PARTITION ,INDICATOR PARTITION TYPE SEE SCHEDULE .EXITING REQUIREMENTS: OCCUPANT LOAD TYPE: o DEMO. DET. D.F. DIA. DIM. ON, DR. D,S, D.W. DWG. Moderate Hazard Storage: Group S-1 OSSC 311.2 Demolition Detail Drinking Foundation Diameter Dimension Down Door Down spout Dishwasher Drawing REVISION NUMBER SCHEDUL-E ,INDICATOR W = WINDOWS L = lOWERS P = PANas @ (162) OCCUPANT LOAD FACTOR: ADDITION OCCUPANT LOAD: MIXED OCCUPANCY: ACCESSORY USE: EXITS REQ'D: REQ'D, EXIT WIDTH: MAX; TRAVEL DIST: CORRIDOR RATING: ' 1/500 SF GROSS - T-1004.1.1 7 OCCUPANTS NON SEPARATED N/A 2 (TABLE 1019.1) 32" (OSCC. SEC. 1008.1) 100' (TABLE 1019.2) 1 HOUR (TABLE 1017.1) ROOM FINISH MARK ROOM NAME FINISH MARKS, "U) W~(1) W Z 0 N U 5 g ~ :> (/) ~ ::: .~ ~ ~ ~ W ([<(~ U) 1m z~~ g~LL /k / /, , ,/,/ / / ( / / /- / % ~ \ ~ ~ .....~.J!!! ~/~-*HI~Tmw .J/ /; / /~ ; / /7/1 , ~ ~ / / ///1 / / ~ V A /1 IL...J , / / '?1lZl / / / o =//// lllil~ ' t::::.,:., _ ,..,. _, :::, :::, :.-::' i' ~zf(~~ ~ Q QT. Q1Y. :-- Quarry Tile R. RIser Quanllty .... ROOM NAME k:' 12~ · '- ROOM NUMBER /// /' / ;/('/ R RA. RB. RD. RAD. REFR REINF. REFL REQD. RM. RO. RES. REV. RT. ,KEY NOTE SEE KEYNOTE SCHEDULE SAME PAGE U.N.O. ~ Return Air Rubber Base Roof Drain Radius Refrigerator Reinforcing Reflected Required Room Rough Opening Resilient Revision I Reverse Resilient Tile ;-'D2&) ~ :d )t .r-H '~ . r E E. EA, (E) Exist. EJ. ElEC. El. ElEV. EQ. EQUIP. EXIST. EXP. EXT. East Each Existing Existing Expansion Joint Electrical Elevation (Height) Elevation (View) I Elevator Equal EqiJipment Existing Expansion Exterior STRUCTURAL DESIGN CRITERIA: ZIP CODE: 97477 LOCATION: SPRINGFIELD, OREGON SEISMIC CATEGORY: D1 WIND EXPOSURE: 100 MPH - EXPOSURE "B" LIVE LOAD: 40 PSF (BALANCED SNOW LOAD) FORCE RESISTING SYSTEM: REINFORCED STEEL MOMENT FRAMES MISCELLA ~EOUS DOORS OPENING NUMBER IS SAME AS NUMBER OF ROOM SERVED WHEN MORE THAN ONE OPENING SERVES A ROOM, ADD A SUFFIX IE. "A" OR "B" .... TYPiCAl DOOR SWING IS SHOWN 90 DEGREES I z o r ('f) _ L.O I- I ~ U 0 g M :J ~ b; r:: n:: ~ ~ ;:- I- X ~~ tn 0 0 -- VI [) r.r ., ,Z .f(~ o 000 U I W I o..~Q.. ~ ~ !~ '-.../ s s. s.c. SCHED. SECTN. SHT. SHTG. SIM. S.O.G. SPEC. SQ. SQ,FT. S.S. STL. STD. STOR. STRUCT. SUSP. SYM. . South Solid Core Schedule Section Sheet Sheathing Similar Slab on Grade Specification Square Square Feet Stainless Steel Steel Standard Storage Structure,l StructUral Suspended Symmetrical \\ , F F.D, FDN. F.E. F,E.C. F.F. FIN. FLUOR FlR F.O.S. F,O.C, F,O,F, F.O.M. FP. FT. F.R.T. FTG. FURN. 5J: PARKING STANDARDS , Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Finish Face Finish Fluorescent Floor Face of Stud Face of Concrete Face of Finish Face of Masonry Fireproofing Foot I Feet Fire Retardant Treated Fooling Furnish \ INDICATES EXI5TIN6'.DOOR 5YilN6 Door Number Denotes New Work To Existing Door Md/Or Frome INDICATES NEVi DOOR SYilN6 fd~' DOOR SYilN6 leo DE6REES PARK!NG REQUIRED: THE BUILDING PROPOSED IN THE SCOPE OF THIS PROJECT IS INTENDED FOR STORAGE USE ONLY. TOTAL REQUIRED PARKING AS PER SPRINGFIELD DEVELOPMENT CODE ARTICLE 4.6-100 IS 1 SPACE PER INDIVIDUAL ON THE LARGEST SHIFT WITH UNDEVELOPED/LANDSCAPE AREA HELD IN RESERVE FOR FUTURE PARKING. TOTAL BUILDING AREA=640,080 SQ. FT.l1000=640.08 [641] SPACES REQUIRED. LARGEST SHIFT 234 EMPLOYEES --~ f 'I I: NOTE: THESE EXAMPLES . ARE GENERIC, IN NATURE AND MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS T T. T.B. TEL. TEMP. THK. T&G T,O.S. T.P.D. TYP. -~ , \ Tread Towel Bar Telephone Tempered Thick Tongue and Groove Top of Slab Toilet Paper Dispenser Typical M SC. 0 )E" \jGS THE GRAPHICS BELOW REPRESENT A VARIETY OF OPENINGS IN NEW CONSTRUCTION. GRAPHICS FOR OPENINGS IN EXISTING CONSTRUCTION ARE SAME EXCEPT POCHE WALLs AND PARTITIONS FOR EXISTING CONDITIONS II = =ll : CASED OPENIN6, @ OR 4040F U tl: YiINDOf'l5 OR RELlTE5 , G GALV. GA. G,B. G.F.RC. Gl. G.W.B. GYP. ) Galvanized Gauge Grab Bar Glass Fiber Reinf. Cone. Glass I Glazing Gypsum Wall Board Gypsum SPACES PROVIDED: 275 SPACES ~ THIS PROJECT: 3,095.5 SQ. FT.l1000=3.095 [4] Spaces Required ~ COMPACT PARKING: 25 ~ ACCESSIBLE PARKING: (& OSSC. SEC. 1104) TOTAL REQUIRED ACCESSIBLE PARKING SPACES: 7 (6 Provided) Noted on Drawing - [~y es []. No ~.,'BICYCLE PARKING: ,Article 4.6-145. Noted on Drawing - M Yes [] No '\ /1 ~' :u ~ ~ ~ ~ o ~ o ~ CI) o ~ PROJECT SITE PLAN @-- U U,N.O. UR. UTIL H H,C. H.B. HOCP. HDR. H.VAC. Unless Noted OtherWise Urinal Utility Hollow Core Hose Bib Handicap Header HeatingNentilallon/Air- Conditioning Hardware Hardwood Hollow Metal Horizontal Hour Height Handicapped SCALE: NONE (-- t-- "::j- (-- 0\ t'.:j 00 01) 0 (!)~ ~O 00 , .. 0 roo ..--< , (!)\C ~f""1 f~ tn, ~Cf') 'f""10 ~ , 0.. t-- C/)...-{ ~AJ-{TH AND J...iAV~M~N I; v V. VB. V.C.T. VENT. VERT. VEST. V,W.C. Vinyl Vinyl Base Vinyl Composition Tile Ventilation Vertical Vestibule Vinyl Wall Covering SECTION VIEW I!ARTH t~~ '~I&TUR6E" EARTH rMffi~n PILI. 11,1,11 I I TOP !OIL FOTTINt:i eolL &ANo PILL HDWR HDWD. HM. HORIZ. HR. HT. HC. Et1VAllON VIEW 'Y>>'S~l ~<<<1 SECTION VIEW ><l FRAMING W'16ER ~ FINlerfEO WOOO L,:>'~ PL"l1AIOOO lVv\^J eATT INeuLATION , '-- ' -J GYPeI.t1 eoA~ ' ~ CERAMIC TILS ElEVATION VIEW DRAWING INDEX PROJECT TEAM I 1 t/h. PROJECT. DESCRIPTION ~ffi~( W WI. w. W/O. WC, WO. WP. WWF. [l,rO\II] L ~ ~A. With West Without Water Closet Wood Waterproofing Welded wire fabric J 10, IN, INCAN. INCL INSUl. INT. Inside Diameter Inch I Inches Incandescent Include Insulation Interior I , I~ ~. I .~ I~ ARCHI I ECT: OREGON ARCHITECTURE INC. 190 North Ross Lane, Medford, Oregon 97501 Post Office Box 4460 Telephone: 541.773~7553 Fax: 541.773.6523 VICINITY LOCATION MAP GO.O COVER SHEE~, PROJECT DATA, DRAWING INDEX, ABBREVIATIONS AND TENANT DEVELOPMENT PLAN, ] , ~;] I ] II ~ ~] ;,;..; (!) 0 ~~ r/) 8 c ~ f- ~ 'ca -0 .3 ~ 8 t) 0\ 0- .~ 0 c'j O::~~ CONORETE CONCRETE MA~RY UNIT& ROSBORO l.UMBER J JAN. JF. JT. JST. Janitor Joint Filler Joint Joist I I ..)0 olJO c ~ffo~ &TON! BRICK ARCHITECTURAL A 1.0 SITE LA YOUr PLAN A1.1 SITE DIMENS!ON PLAN A1.2 SITE UTILITY PLAN A 1.3 SITE LANDSCAPE SURVEY A 1.3.1 LANDSCAPE SURVEY PHOTOS A1.4 ENLARGED SITE PLAN GENERAL CONTRACTOR: I::SATZER CONSTRUC'TION SERVICES 190 North Ross Lane, Medford, Oregon, 97501 Telephone: 541.773.7553 Fax 541.773.6523 CONSTRUCTION OF A STORAGE SHED AND CONCRETE PAD z ill Approved for the (Niner By: 0:: ~ REVISIONS O' w ~ o a.. 0::: O. U' ~ (J) z (!) en '}g, PLOT DATE: w >, 'it ISS~ DATE: ~ DRAWN'B~ <t:: " (J) J~B NO.: \ <{ , ~ SHGEET C' ~ ; )\. C~ ~ Cover Sheet & P\roject a Information \ o \ o \ .~ :r: ..I- Dale: Mark Rainville - Project Supervisor 541.746-8411 Ext. 185 CONTACT: BY A2.0 FLOOR PLAN, ROOF PLAN & BUILDING SECTION 2509 MAIN STREET SPRINGFIELD, OR 97477 17-03-36-00-001 00 HI 3,167,683.20 SF. (72.72 ACRES) SITE ADDRESS: PARCEL NO. ZONING DISTRICT: SITE AREA: ! 1/15/2008 12-13-07 BJL 4205.07 . ./ 111_ '00 Date Rece\ved:~- Planner: MENl ' . ~ :::~ ~' )~(/zoo'7-0oog{) 4/17J~~;> 'RD7i:rIJYD ~ 0f5 of 8 ,p~ ! J~OJhCl11 ~~OCA~~O\J 1" I ORIGINAL BAR SET MEASURE ONE INCH BY ONE SIXTEENTH INCH 0" TO VERIFY SCALES I . I ...... " , " a ex: to N ., A -, , ~ 'A~~ ~ ~ ~ ~ ~O;;)hKe h ie . I 6 ~ ~{{d.' regon ~ ' ~ ~ 4666 ,~~ ~ 1f~~ OF ~~ w !:: :c a 0:: <t: z o C9 W 0:: o u.. o z o J ~ ~ -~ ---c m o :c f- ::::> <t: z w J: ~ ~ w :c f- f- ::::> o :c f- ~ ....- a w ..., o 0:: a. "'0:: w J: f- a >- .. z <t: 0:: o u.. ....- 0:: <t: a. ~ 0:: a w ..J a :c ~ z o w en ::::> LU co ~ f- a z ~ o Z <t: U Z LU 0:: ::::> f- a UJ !:: :c a a:: <t: z o C9 LU 0:: a u.. o ~ a:: UJ a. o 0:: a. o z <t: UJ a :> a:: UJ en ..J ~ z Q en en LU u.. t..: o & 0:: J2 a. 55 u.. 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II'~IIIIIII'III . . PAVED'::: STO:AGE -1 : : :c/ .'r / D- ". VV//f/w/ . ~ '. ct~_ - .CENTRAL . BARKING. L \ ':.: '1l." 'A ~. s. so. so. . .' . '_'. .' \ . . . . .. . ~/fUEl f31~/( · ~~~~~~;;;t V;//1415.15 SF 1\::::~ ~' 1/ 3120.ocrBf 51~(l'oy( cl- I / ~.. ..... . . . __..' ~ 5l~~ . ~ -/ / / '..' J/ l / J ER , , , '" '" : ~ 1)tM T. I ~~ ~ PLANT//i' .' ~',' WATER TOW . GUARD HOU~E , ~= -/SERvrCES '. 000,00 SF .' I I""'......' l,. g' x tllr g I " LJ ~f3/5ft69<59" F '.. . TRAFFIC LANE ~. .~. AN . \ HLLUDI_~AI, ~'~j . TRAF2FIC8~>.J S-'~::-lt -\ I ~ -, PARKING '. .".PARKING '1_ I .'. .... ...... GRE~3~~~tj=g56>SF<JYDR' "'Imrllr~liiiiii(ii'j'" :~... ~A ~C: \ '\ \ +-4 .~ \ ~NIMPR~~~D -r- ~ '~;-r/~t0iL~ %~~ \ tIe 1\ Ii I . /~~t(/~ / 7YJ1 . . A . . ~~~Y{ % PAVED STORAGE \ I ~--+-+-I 1-1- \ \. . CRAN~ ~ --1 .. . . / /1 . s-... .'~/ 1,/ /6::;,' /( -=-.:~:::r'Cr--S'~1 -j -ti/~/~/<>f/L{ .'X/(/(/I(A~/(YJ J/J 17J/~/~ ~// / / /1/f'/f> / / / / / /1 k It . . L I::' it~ III ' I ' I " I I I I I 1.- ... . . 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C/) ~ \ \ >& HYDRANT ~, .;...; OJ 0 ~~- U5 ~ c: I:: ~ ..g . @ "0 co I:: g ~ C'::! -I U 0\ 0- .~ 0 C'::! o V) ~ 0: 01 ~ - ANNEX PROPERTY i:i'NE ' \ \ --- ---\ \ \ Z _ ill Approved for the Owner By: 0:: ~ REVISIONS o UJ / ~ a. 0:: ~~ Date: BY _ ,SOUTH "F", STREET SOUTH ,"F" STREET Gr:~~HAL ~3r I 'r: t-'LA{0..' en z <!> (jj ~ PLOT DATE: ~ ISSUE DATE: f- o DRAWN BY: z ~ en <t: w o LU :c f- ...... Z LU :?E :J a o o ~ :r: f- .~. NOTES:, 1. SITE IS LOCATED WITHIN A 20 YEAR TIME OF TRAVEL WELLHEAD PROTECTION ZONE' -' " .' '0' - SOIL TYPES: 76 MALABON URBAN LAND COMPLEX (52 ~), 32 2. COBURG URBAN LAND COMPLEX (35%), 119 SALEM URBAN LAND COMPLEX (13%) " , ' ' - 3. SITE IS OUTSIDE 500 YEAR FLOOD PLAIN AS PER FEMA FIRM MAP 41039C1161 F ISSUED 6/2/1999, 1/15/2008 12-13-07 1 TT == 100TwOTT STORM DRAIN LINE so ::0 :0. BJL 4205.07 JOB NO.: SHAJ..OI FENCE ~x-x-X-x-x-X-X-X-X-X- I STORM WATER OUTFALL POINT . 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