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HomeMy WebLinkAboutParish Office Addition Plans ,~"j TEMP CLASSROOMS FUTURE MEETING RMS. ;; 43 4g TEMP CLASSROOMS FUTU RE NOTRE ROOM GRASS STATUE OF ST. MICHAEL +1 PLANT!NGS ~ ~ ~ TERRACE PARISH ADMIN. \ " MEETING ROOM PASTOR PASTORAL ASSOCIATE ~ I,UH'l T M FLOOR = N M SCALE: 1/16" = l' -0" rt 6" 'r/. It 24' PARKING 43' -0" + 0::: UJ I- Z UJ () UJ > - ~ t- en - z - ~ o <( :r: en - 0::: <.( D- en :.. UJ <( :r: u - ~ . I- en ,;, ~ I c:: a C. 'jz :J~ o .g '- ~ c:: lJ! ~~ .....JtS ~ O~ ~ I @ .-t J~ r--------------, I I ~ : I I L, I I I I I I FOOTPRiNT OF I I NEW CONSTRUCTION I r : I I L, : FF I I L UNEXCAVATED STORAGE MECH. YOUTH ACTIVITIES MEDIA ROOM ~ l40RTM FLOOR P N SCALE: 1/16" = l' -0" FF OFFICE =1 ENTRY GARAGE It Il' It 'r/. '\ 0::: UJ I- Z LU () LU ~ ~ I- en - z - ~ o <( :r: en - 0::: <( a... en :.. w <( :c u - ~ . t- en L ~ I 24' I c:: c.'~ :J~ o 'E '- ~ c: lJg ~~ .....J~ O~ ~ ~ o I L.uAS$ 'L L ~ ~ I ~ \1- B/eol It1 25 o~/~ If 4/)/) 7- 3Z~~ 1(p 4~ t /~ 1 ~~;V At/J- 'N ~TfL c ()~ \ 4- ~ \4 r~t:r 1)uc\ ~. ~DP J v~ ~ I . ~ ~, ~I I, , ~ ~ s ~ '5 ' ! ' I ! ; ~ I l' '" JI; ,t; '" ~ ,~ ". ~... ::~~~$~;;. '~~~I~~.OUt.l' w :' ," : . INSPECTOR ' DATE & -w> . ERMrrNoJ?.:./O(7 o ACCEP ED A . UBMITTED "&9 crr~1J36 10 ACCEPTED WITH CORRECTIONS !fED ;. ' o NOT ACCEPTED-CORRECT & RESUBMIT ..... . lhese comments are for your information. An work shaU be done in" full compliance with an applicable building' & z~nin~ eod~ ... quirements including items not specifically noted in this rmeWe KEEP THIS PLAN SET ON SiTE AT ALL TIMES.. ."'" :1 AIR DEVICE SCHEDULE 1 ~ftby f:erUty tMt Ods ,. .pedfI~ or ftJOrt wu p~~ 'by 11M 01' Mdel' my dlrKt:mpe~'" MARK SUp/RET . TYPE' t:ACE Size NECK SIZE CFM MAX. MATERIAL that I.. a duly re~ Proftaiom ~r wer ACCESSbR{ES ..", of the Stare~ ...J't.J.N SUPPLY liNEAL DIFF 4'X2SLOT ~ 200 STt:E~ PLENUM s~ · Date SUPP!.. Y LlNt!AL OfFF 4'x2SLOT fi' 1dO PlENUM bl4~j!J SUPPlY UNEAL 2'X2Sl0T 8" 150 STEEL PLE:~UM SCOTI De KNEEH. L0-4 LlNtAL DI'FF 2'X2Sl0T Er STEEL PlENUM Reg. No. CJ 2 tJS SUPPlY LAVIN 24><24 a- N/A L10-2 LAVIN 24X24 S" NJA SUPPL 'Y . LAVIN 24X24 10. 300 N!A L1b-4 SUPPLY LAViN 24X24 500 SrEEL N1A ., U Q,.5 SUPPl. Y LAViN ~4X24 14~ 800 NJA SUPPlY CEILING RE$ 12X6 fr 150 STeEt " Rt:1URN LAVit'{ 24X6 24X6 250 AlUMINUM EGGCRA TE t RETURN LAViN 24X12 24X12 500 AlUMINUM EGGCRA TE J RETURN LAViN 24X24 24X24 2000 AlUMINUM EGGCRATE U0.4 RETURN LAYIN 24X48 24X48 4000 AlUMINUM EGGCRA TE SWR~ 1 RETURN SIDEWAll 26X22 24X20 1660 STEEL NA " ;'" .msnNQ. CEJUNG ' SRS..1 SUPPlY SIDEWALL 20Xa 1BX6 ' 200 STEEL PlENUM TO REMAiN .' .'~OTR&' DAME ROoM 0'" " .1 '1 ~, I ~.d(P~ ,; PROJECT .N.AME.ANllADDRESS. ST. CHAE'L'S P ARlSB TRATlVE REFLECTED .CEILING HVACEQUIPMENT SCHaOULE MARK MANUFAC'rU~ER MoDEl# CFM CAP; CARRIER 58PAV090..16 110011600 cAAA1ER 58PAV09Q..18 1100/1660 Cu..1 cARRtER 38CKC036 CU..2 CARRIER 38CKC048 ST. MICHAEL.S PARRISH AOMINISrRATIVI:t CENl'tt~ NC CAP. HTG J,laH \,lOt TSIPH MCA M6cp AcceSllQ~ES. EQI./tPMENT weIGHTS WIllSTED ACC B8 MBH IN 11511 112 HP , 3, 8, 9L 10" ' sa MSH IN 115/1 112 HP 3, 8; 9: 10 3.0 TONS 2os123Oe3 14.1 2QjQ 4.0 TONS 20~--3 16.4 25.0 SCALE DATE 1/8"= 1'.0" 8/9/99 NOTES 1,2,3 1,2.3 1.2,3 3 JOB NUMBER: ' 13 51-eDD ACCESSORIES ..' l}-FACTORY RoOFCU~B 2)-ECONoMIZEft 2Al'rowER EXHAUST 3}-N1GHt SET BACK \HElWoSt At WITH SUBBASE; 4)-SMOKE DETEctQR 5)~GRA\hTY 8ACkO~ DAMpER 6}OISCONN~Cl . " 7" T87F HO~EYWELl TtiERMO$T AT" ~qll bIAM8l:R CLAsS B FlUE THROUGH ROO~ COMBINED !1}. OUTSIDE AIR INTAKE HOOI1 iO}-W1 CARRIER CQOU~G C01~ MODa. CC5AXAQ3$ VI I c..u ~ \ c.c.5AA ~ tl4'O wI CU-z. SHEET NUMBER: M 1 H.V"AC . "".". .".., " " ..' .... ' '.. '. '-".,. . ~ . , ' ~ ' " ~ ''''. ' ..-I ..-I " ..-I ..-I .. .~; . ~ "".,: " ,f:\ k " !\" ". , \,\11 ~+ \ I - l' 0.. .' I.~ ..-I ..-I Cf>-~ I' f! . :... ~ .... . .! 01 z a - I- U W I- o a::: 0.. w a::: - LL I- - E E :J (fj .. ..iJ' , e ." I 'O'c,~ 6. I}','., . 1r~',.::' .'(QPrFfACTIVrrfES s..,) .. ~-ti'\ 11..- i\ '.; -. .<Dl o . I I I I m -.::t m {'SJ en (fl (fl ..-I I {'SJ M I ~ :J a: )OR PLAN .LOWER LEVEL .... t"l1 o ~ ~ I I I I I I I I i ! I I I I I ------------- NEW -- , I I I I I I & @!J. STRUCTION UNEXCAVATE I I i ba It} ~ tr G={j ri- PSSZ s ~ ## .8 A , ! r-l / (0 [ .JJ i"... c " I ~....""u . --'t,,.t ..;.y ~ I ... ,. ..... /' -- .: RF2~ RF2 a~ RF2 0 ~! ,,' '~~~1, . ~ ~,>Q @:)><. ~ ~ 'F:.~' ..1 -"11I'\ ' ~... .., 12'\... . " "'"' .. ;\;..t~ '-IO-IO~ '-&/ "' It-'o ..... b-~J 'f?) q.;= : Tn. P (' I It. ~ 'nmA:::: // .';~-::"t' <I RF2 alb RF2 c.b ~/ Rf21"b \~ '~" ,., tx rUI~Mll~~X ~,~ .r:: [il. . L/ ~. " , ACOUSm PANEL ~ING ~" ! t . ~ 1\ . 110 g'_OM ~~ CD . C0 ~I'A ~ ~.~.."t-'j~'~ oJ, \' ~ ~ "- ./" ..-.::-....... ~.. '""t" $\ 7r ~ ILX' ~~. Jp...rn.....~ ~ "II ",'0 ~ ~ . ~ I~$" i~ :J' I~~ u~rx t~r [XI~ [xrl~'",(lL0 ~Ir- t ./; ~ ,-" r ~l~ -- / I I ~ Rf2 e:l) RF2 a..,b" RF2 a,b ' I RF3 ! a,b l(5)z~~; ~R. PI.. ~ I I: >< A >< !Xl ,~::rr' 'l','t LJ ~ "", ~.. · -.... · ^ .. ,- T2J:1L .. ~ II'! :~>.- -- ... , -U) ...v.,.... J _ I:'> ~ r-. ~ /~. ~ ..r I i 9' -:;j:' At f ..~ 1 ,,\?: ;:'-0 J. -' "'I~ "t- " Rf2 aib RFZ a,b RF2 c.b RF21a,b ..., r-X CM~~JKU~ X .: ~Fe.',:;: I FUn RE ~1EETI \)G RMS # \- · I ~ l)~ ~ " :~' ~ X);~ * iG~: '.1/ llJ .... Inl II! it! . I ! I " I ~ !-- ~ ;, ~,I~~ 1-+ , I I faBIl . ~ . ' h I ~ It" .. (p' SO,Sb . I . ~. ". . w '- tV .:::::-. - "~,' r::::-... "V it E E _' '=-:.:1 . I' A. " ... I~ rk\ 'v ~!l1 J ,i r::::\ -:0 ~.... ... ~ '3 ~ .... E ::: (" .......1..../ _v_ L 1-44 .lri v Ji] -::f:.; . ---' 5d !MO~UG={j FL o sc 1/8 It 5 2 \ r i-~ ~ o .l... ~ GENERAL NOTES SYSTEM DESIGN SUMMARY BUILDING CONSTRUCTION NOTES CALCULATED AREA: HAZARD: L.. 16HT AREA I SPRINKLER Z 2.S- It: H,)( sa. FT. (MAX) DENSITY · I 0 GPM/sa. FT. AREA OF OPERATION 900FT. SYSTEM DEMAND '3()Z.-7S GPM :ST 7~ "Olt/C, BLDC-.K SLOG: CONSTRUCTION AREA SQ. FT./HD. ; CLG.= PIPE SIZING CLG. HT. lY HANGER NOTES QTY. SPR. SYM. /1 72- y 7 3 18 - 4& PIPE USE 3188 ROD 5ltt 61t, & 81t PIPE USE 1/2" ROD HANGER SPACING PER NFPA 13 Le, .s 11& ELEV. FIN. FLR. ELEVATION OF PIPE TAKEN FROM FINISHED FLOOR TO CENTER OF PIPE ABOVE FLOOR. <t = <t OF PIPE BELOW TOP OF JOIST UNLESS NOTED. CCNTRACT WITH: SURVEYED SCALE HEADS-JOB APPROVAL OF c... 70 I Y 7 DRAWN BY SHEET DATE CONTRACT NO. 93 C,ORMstON I OF I 81 ~3 .. ~Cf ~'l/4 HOSE: INSIDE: SPRINKLER HEAD: ORIFICE: K FACTOR: s-. ~ ~ I (;.tP ",tI' t,' v~'.,J ttf ;;~ t1~p ~f&6~\~O()l ~~fJ F' N.O It:. A IN iI2W X DClAJ TT .i ALL L i iFI0, S, Sere i :. " I V1 I : i I t 1.1 . .9:1 L.......~ I ..., '\ I.:.:.. ~'b -: f'-' .. i - UDIR. -!"- i ~~ (.~ ~-'~ \' '-' "'. 1'-\\ .. ..............J '; /p. ~1 lK1 . 'L' :{c.~. ." ~ \:j ... L. tit/tit L. U (...LJ E fl.. l- E v G: L SPRINKLER TYPE R an: RE::VISIONS D 2788 CLEVELAND AVENUE ROSEVILLE, MN 55113 PHONE 651..639,,8780 fAX 65 I "639,, 8 7 5 I 11 is the responslblllty df'1ne fire protection contractor -to nush aU water mains, lines end branch lines to insure proper operation the sprinkler system. ::::t::r LIC..~'CO D 6301 BANDEL ROAD NW #503 ROCHESTER, MN 5590 I PHONE 507..280..0622 FAX 507,,280,,0577 ~ IT ST. MICHAEL'S PARISH ADMINIST TIVE CENTER PRIOR LAKE, MN MECHANICAL, ELECTRICAL. & SPRINKLER SYSTEMS PROVIDED BY DESIGN/BUilD. CONTRACTOR TO MATCH EXISTING FACE BRICK COLOR/BLEND/TEXTURE, VERIFY SAMPLE WITH ARCHITECT. - CONTRACTOR TO VERIFY BUILDING SITING WITH SURVEY WHEN COMPLETE. IF BUILDING DOES NOT MEET SETBACK REQUIREMENTS, CONTACT ARCHITECT. - ALL INTERIOR WALLS TO BE 2 x 4 FRAMING 16" O.C. wi SOUND ATTENUATION INSULATION & 5/8" GWB BOTH SIDES, - VERIFY ALL INTERIOR FINISHES WITH OWNER. - VERIFY WITH OWNER THE DEMOLISHED ITEMS TO BE KEPT. D lECIEBVE SHEETS 0.0 TITLE SH A1.0 S LAN I G & KING A 1 .1 ORI Nt DEMOt . FLO'OR PLANS A1.2 RCP, S ONS, PLANSti 0 A 1.3 ELEVATIONS, H ULE,A,ND ROOF PLAN . 1 GENERAL . 1 FOUNDATION & S & SCH U 54.1 SECTIONS BUILDiNG CODE SUMMARY: APPLICABLE CODE: A,D,A. ACCESSiBILITY: BUILDING SPRiNKLED THROUGHOUT 1997 UNIFORM BUiLDiNG CODE iNCORPORATING THE MINNESOTA AMENDMENTS EXISTING BUILDING WITH NEW CONSTRUCTION MEETING ACCESSIBILITY REQUIREMENTS OCCUPANCY GROUP: CONSTRUCTION TYPE: ALLOWABLE AREA INCREASE: GROUP A3 - ASSEMBLY, GROUP B - BUSINESS, E1 - EDUCATIONAL TYPE V-N SEPARATION ON 2 SIDES, 50%) ALLOWABLE AREA: GROUP A3 = GROUP B = GROUP El + 50% = 9,000 S,F. + 50% = 12,000 S.F. 00 + 50% = 13,650 S.F, ACTUAL AREA : + 5,989 (B) + 2.052 (El) .18 + .50 + .15 + .83.:5 1 O.K. 12,000 13.650 OCCUPANCY SEPARATION REQUIRED : 1 HR BETWEEN GROUP BAND E1 ALLOWABLE BUILDING HEIGHT = 1 STORY 3 STORIES (8) OR 2 STORIES FIRST LEVEL TOTAL NUMBER OF OCCUPANTS = 167 OCCS LOWER LEVEL TOTAL NUMBER OF OCCUPANTS = 66 OCCS FIRST LEVEL TOTAL EXIT WIDTH REQUIRED 34" FIRST LEVEL TOTAL EXIT WIDTH PROVIDED = 160" LOWER lEVEL TOTAL EXIT WIDTH REQUmED = 13" LOWER LEVEL TOTAL EXIT WIDTH PROVIDED = 60" TOTAL STAIR EXIT WIDTH REQUIRED = 20" TOTAL STAIR EXIT WIDTH PROVIDED = 36" FIRE RATINGS OF BUILDING COMPONENTS EXTERIOR BEARING WALLS = N INTERIOR BEARING WALLS = N EXTERIOR NONBEARING WALLS = N STRUCTURAL FRAME = N PERMANENT PARTITIONS = N SHAFT ENCLOSURES = 1 HR FLOORS = N ROOFS = N WOMEN AND 5 MEN) 1 5 WOMEN AND 15 MEN) = 1 WOMEN AND 27 MEN) = 2 Ow FIXTURES PROVIDED: SF 9 FIXTURES PEOVIDED SF PER OCC = 30 28.6 = 53 OCC ONE HOUR OCCUPANCY SEPARATION = Ul PENETRATIONS IN ONE HOUR OCCUPANCY OR SIMILAR APPROVED' DESIGN BEARING 1 HR RATlNG. SEAL JOINTS AT TOP AND BOTTOM OF WALL WlTH FIRE CAULK. TO BE FIRE STOPPED PER UL DESIGN #W-L-1001 OR SIMILAR APPROVED DESIGN BEARING 1HR RATING. .>. ,~E 11 ti ~ -?o- 0"03_ ~c:"OO I~C~ ",OE.2 ~E~S :~2 ~ Sf;~ ....ac 2o..Ct1o ~ ~g~g :f"':~~ ~ 8 ~ i: ~ ~i~i"O $ ~1i.~.! .c: ~.~.uS _O"Qo::<:n I") IS) IS) ~ d z 0. c 0:: 0::: UJ I- Z W U w > - ~ I:- 00 - Z - ~ o <( :c en - e::: <( a... en :J I-W we::( wI xC) tn- w~ ..J · 1-1:- t=oo o~ . - I o Iii c: a C. 'jz ::J~ o 'E '- ~ c: lJ! ~~ ....IE O~ ~ I o J ~7 ~~[:- -- -- -- ---- ---- ~ ~ ~ '1------- ;ELo~~~-~=----t!,;;~;T~~ m__ - ---- SPRUCE 48 SPRUCE I I I I I I I I I I I I I I I I I I I I I ~I ~I ~I 8:, I I I I I I I I I I I I I PROPERTY UNE ___~ 2-112:~ SCHWEi5IER MAPLE - BALLED & BURLAPED o EXISTING WOOD FENCE TO REMAIN w z: :::J REMOVE EXISTING CHAIN LINK FENCE NEW 6' TALl: CEDAR FENCE ~ BY OWNER oc w 10.. NEW 2-1/2" CAL. 0 SCHWEDLER MAPLE - I 15: BALLED & BURLAPED OJ I IGI ..'\::) COt;iC. RETAINING WALL s~f' HANDRAILS - 8/AL3 '7 CONG STEPS - 7" MAX RISE 11" TREAD VrY RISE wi SITE CONDITIONS -H ~ I "0 t'-- 2 NEW RED DOGWOODS - # :3 POTS ::3 NEW SEA JUNIPERS - # :5 POTS REMOVE EXISTING CHAIN LINK FENCE RELOCATE EXISTING 9" SPRUCE ;. ro I N 6" MAPLE 00 REMAIN EXIST. SOD STATUE OF ST. MiCHAEL 10" MAPlEO TO REMAIN . <l SLOPE GRADE AWAY FROM (BUILDING EXISTING BITUMINOUS PAVEMENT EXISTING PORTION OF RETAINING WALL TO REMAIN a.O TO REMAIN -r I :1 ..:1== Jj 3'-0" H 20'.;..O~ NEW 6' TAll CEDAR fENCE (SO) @ PAVEMENT EDGE: LANDING @ EL = 100'-0" REMOVE EXISf.J SIDEWALK AND POUR CONGo RAMP @ 1 :20 SLOPE (MIN.) EXiSTiNG GARAGE 2 CAR PARKING Qp~ TO REMAIN STEP TO BE NO GREATER THAN 6" RISE PROPERTY LINE .>. .~ E ~ 8~~: ~g~: llt...o;!< .,OES! ~E~S ~~~~ ;S~;g _0<:: ~CLg~o ~ Ka~~ ~~~~ ~ 2l~8.'U:ii ~~ ~ ~o ; ~1i~-E .s;:L,...!;IU+", _01JOC(n i"") l(! itl ~ a z 0. ... IX LANDSCAPING CALCULATIONS: ~ W t- Z UJ U Zw j> 0.- ~~ -I- ~en <(- a..~ olJ:E c>O Z<( i=:r: :r:cn C>- -cr:: ~<( C>c.. ~cn D..- <(..J OLU m<( C:r: ZU j~ W . 1::1- mC/) PERIMETER TREE CALCULATION (NORTH SIDE 10' BUFFER) 190' / 40' 4.75 = 5 TREES PARKING lOT LANDSCAPE BUFFER (EAST SIDE 10') (2.5) (150 / 100) = 3.75 = 4 CANOPY TREES (5) (150 / 100) 7.5 7 UNDERSTORY TREES (8) (150 / 100) 12 12 SHRUBS ~; .- ~ I <C ,. c: a C. .~ :J~ ~ 'i c lJ! ~~ tS ....Js O~ ~ ~ Q;J ~A~;~/16~A1~o~SCAP IN G, & Ll I i J -...-----~--~-_...-~...-_~ PROPERTY LINE ----------_.........-_~-------- -- ---~-- ----- ~-~--~---------~--------~-~---~--~-~~~-----~------------~--~~-~--~~----~----~ --~-----------~~~-~~~~~---~~ w z :::::i w w VI -H lo I lo r0 CONC. RETAINING WALL STL HANDRAILS - 81 A 1.3 7 CONC STEPS - 7" MAX RiSE 11" TREAD VFY RISE wi SITE CONDITIONS RETAiN!NG WALL, BY OWNER =co I "" .- -H ~ 1 a f"-. SIDEWALK TEMP CLASSROOMS fUTURE MEETING RMS. EXIST. SOD MICHAEL .. .. . :.":w'9,-::,.;",I: ",'lJ.. '" . 'It" " ..~..~.. '118-"''' ...~' SLOPE GRADE AWAY ROM BUilD! G TEMP CLASSROOMS FUTURE MEETING RMS. PARISH ADMIN, BOOKKEEPING I II REMOVE EXiST.tl II, SIDEWALK AND "' PROVIDE SOD. I II STL HA DRAlLS II SEE 7 A1.3 '. . NOTRE DAME ROOM LANDING @ EL = 100'-0" REM~VE EXlsr.] SIDEWALK AND POUR CONC. RAMP @ 1 :20 SLOPE (MIN.) MEETING ROOM PASTOR PASTORAL STEP TO BE NO GREATER THAN 6" RISE f5a 1I0.TII o I r-. REMOVE ROOF OVERfW-lG E OVE EX ST N f WHERE ADDmON WILL MEET ~ERIOR rlocJR~ EXISTING WALL ~ t REMOVE BRICK fROM NORTH , SIDE OF NOTRE DAME ROOl.4. r ~ -------- I \~~----- ~----.~.--""~~c: ~j I~~~ ~~~~ ~ ~~~- ~~~~~~~ ~~ REMOVE WINDOWS ON WEST SIDE OF NOTRE DAME ROOM. I I I I I I L__________ -, n II "- EXISTING CARPET \ TO BE REMOVED AND REUSED. r , , l- u SAWCUT OPENING FOR NEW :IN=TDE ~~R~rW[UCTURE I AT OPENING. CENTER OPENING I IN EXISTING WALL I I I I L____ REMOVE PARTITIONS &: OOORS. PREPARE REMAINING SURfACES FOR NEW flNISHES. liMITS OF REMOVAl -"-r~::.,,,,, liNE OF EAVE ABOVE @ ~A;~~~I~~?N PLAN EXISTiNG 6 CAR PARKING SIDES EX~~@ARAGE 2 F~AR'A~KING GARAGE N ~ et: W IL o a:: IL " . " ..q- I (n " ..q- I en ~ ... * >w l.i. #,. II.-~" ll~ ~ ,,= =:,,.t fl.... .. <l-, :" = (: 'f> r-.g "<t'LL.. " <0 i (.0 44'-1 1!2"i TO PROPERlY UNE ~~~1fa'L~:1 P Ir.~"] ( ), I ~I- i REMOVE WALLS, - DOORS. &; FIXTURE -, SHOWN DASHED. o[J' , I PREPARE REMAINING~ ' SURFACES fOR ' NEW fiNISHES. I UEXIST CASEWORK G TO BE REMOVED \. AND REUSED. -.l !OIR. I'fi! eM. -'111 I~ I ::l ~L- J n 1 DEMO PLAN 1'-0" G ~~~~l{fKWI 43'-8" ~ ~ TEM P C " ~::J <OW<:( ~~; FUTURE ME o r:- NG PAINT WALLS TO MATCH NOTRE DAME ROOM. CARPET TO MATCH CARPET INSTALLED IN NOTRE DAME ROOM. TEMP C SROOMS FUTURE M NG RMS. PAINT WALLS TO MATCH NOTRE DAME ROOM. CARPET TO MATCH CARPET INSTALLED IN NOTRE DAME ROOM. ALIGN NEW WALL WITH EXISTING WALL "', j)C;==I:==~:":::::"'..'.' llNFILL OPENING OF REMOVED DOOR. r INFlLL OPENING OF REMOVED ,W" "I,N, DO",W, S,' FURR &: GYP WALL 1.:..=_.=' DAME $ PATCH &: REPAIR WAlLS. FLOOR, &: CEILING. PAINT WAllS &: REPLACE EXISTING CARPET. VERIFY COLORS &; CARPET WITH OWNER. N R E M Q) ~~:I ~;,! o ~A:O 1S,~ 'C\ 1\ Ii z <( au, !ja? W~ln :1:"" Ul""C ~OD D(Il~ ~~w I-O~ cs<U utE9 = co I t'1 J: U ~::i 08 l-1lC VlW -':::t ~i3 s.=i:li <.(6 o..z ...:: z ~ au, !ja? WIn :l:~ VlC\l@ ~Oo 8t:l@ :8~ ?; (5~u .......... uIll9 5: --.J --.J <C Iz tj;;~ ~~g ::lE~w.l ::::~~ tiww il.o..tr ~~~z ~ ~~b -,OJ ~~lo VlN@ oO!lOo 8t1@ tr~1=! ~~() I Otra Olll""" . ' ALlGN NEW WALL WITH EXISTING WAll = IX) I t'1 = co I en ENTRY PROVIDE 1 HR OCCUPANCY SEPARATION BETWEEN B &; E1 OCCUPANCIES (SHOWN SHADED) - UL #U305 R EPTI PLAN l' -0" .:>. A E 1! ot~..... ~-g~o 0:1 4> 0" a.... :!it .,OE.$! ~E~~ :~] ~ ~E:;~ ~&5tJo ~~a~ti ~~:!"fi ~ 1i~~<s <J O,"O:::t ~iiio ~ e 1i .~~ ~a~~ti .., !tl Ifl ,.... '" ci z C. II l.i: 0:::: UJ I- Z W () W ~ ~ ml- zcfJ <(- ..J~ o..::E tt:O 0<1: gJ: U-C/) od- ftD::: 0<( :eD.. Woo C - ...-l ZLU 0<( i=:c ~g Z:E w ~~ oen N ~ . ; ~ .-. <( Iii c a C. .~ ::J'; o .g '- ~ c lJg ~~ .....Jj O~ ~ I @ - r1 " .' " ' ,L ;:! .. . PORTLA ,-..i CEMENT " '-PLASTER " . SOFFIT . , C TI=" ~ P ('I A~~~ nnhAf::: . , I-U I U r<t. Mt.t 111\J I-\M~ " , ACOUSTIC PANEL :EILlNG - == g' 0" AFF " " ;;,;; :EIUNG - ACOUSTl( PANEL g'-O" AIF t.M~ CLA ::J~KU UM '. .. c'. FUTl RE ~ 1 EETI ~G R MS. , ~ '=- PORTLA " :.... CEMENT , '-PLASTE , GWB'" !' SOFfiT , 9':-O"A~F , t6\ ;;;: ~ W ' . I.-..- I " I, EXISTiNG CEILING TO REMAIN '.' ' " NOTRE DAME I ROOM ,~ [2 [J ' .' , ' . " , ,..1 l~""" "1 ND ND R 1 REFLECTED Q SCALE: 1/8" = 1'-0" CEILING PLAN 3/4" EXT GRADE PLYWOOD MATCH EXISTING ROOFING MATERIAL EXTRUDED INSUL ON 5/8" TYPE 'X' THERMAL BARRI ER .t;'~ , tit!' 20 GA PREFlNISHED MIL COPING W/ CONT. KEEPER T.O. MASONRY h EL = 113'-4"~ CaNT. SEALANT ROOF SHEATHING SEE STRUCT 6" BATT INSULATION ENGINEERED WOOD JOISTS - SEE STRUCr -- 5/8" GYP SHEATHING FACE BRICK TO MATCH EXISTING CORRUGATED WALL TIES 2x6 FRAMING @ 16" O.C. 2x6 PRESERVATIVE TREATED SILL T.O. MASONRY El = 104'-0" THRU-WALL EPOM FLASHING W/ COTTON WEEPS @ 16" O.C, 8" BOND BEAM W/ ANCHOR BOLT - SEE smUCT HDWD CHAIR RAil - MATCH DOOR SPECIES & STAIN 5/8" GWB ON 1-1/2" WOOD FURRING ,. FIN. FLOOR VEL = 100'-0" .. . '> 4" CONC stAB - SEE o;;rRU~ 1/2" COMPRESSABLE FILLER 12" CMU wI VERTICAL REiNFORCEMENT - SEE STRUCT 2" PERIMETER INSULATION I I ,{REINFORCED FOOTING - t SEE STRUCT p I' Q;) ~~ L3~" S N a ! }... o t }... 48w x 24d x B4h 4'_0. 3'~9a f1 R fi R - VERIFY CABINET STYLE &: FINISH WITH OWNER, TYP. ~~~:I~;.= PLAN Q ~A~S1~~S_~K 1 '-0" o ET AI L Q ~A~Sl~'!!S_~K o ET AI L 45w x: 24d )( B4h 3'~9a F!L R 3/4" EXT GRADE PLYWOOD MATCH EXISTING ROOFING MATERIAL EXTRUDED INSUL. ON 5/8" TYPE 'x' THERMAL BARRIER I i il 20 GA PREFINISHED MTL COPING W/ CONT, KEEPER T.O. MASONRY~ El. = 113'-4" '" ROOF SHEATHING SEE STRUCT CaNT. SEALANT CORRUGATED WALL TiES 5/8" GYP SHEATHING '-' JOIST 8RG El = 109'-6" 6" BATT INSULATION ENGINEERED WOOD JOISTS - SEE STRUCT THRU-WALL EPDM FLASHING w/ COTTON WEEPS @ 16" O.C. SUSPENDED CEILING - SEE 2/A1.2 5/8" GWB BEYOND ON 4 MIL VAPOR BARRIER LINTEL ANGLE - SEE smUCT. PAINT TO MATCH WINDOWS HEADER - SEE STRUCT ALUM CLAD WOOD WINDOW - SEE SCHEDULE 3/4" PLAM SILL ALUM SILL w/ CONT. SEALANT T.O. MASONRY EL 104' 0" HOWD CHAIR RAIL BEYOND - MATCH DOOR SPECIES & STAIN 5/8" GW8 ON 1-1/2" WOOD FURRING ~ FIN. FLOOR EL = 100'-0" . > . 4" CONC SLAB - SEE STRUCT ~ / I 1/2" COMPRESSABLE FILLER ~ :::: 12" CMU w/ VERTICAL REINFORCEMENT SEE STRUCT 2" PERIMETER INSULATION Q ~~L3~" SECTION = I' -0" VERIFY CT COLOR &: BATHROOM FiXTURES WITH OWNER - PROVIDE MOISTURE RESISTANT GWB ON TOILET ROOM WALLS AND CEILING. - PROVIDE BLOCKING AS REQUIRED FOR GRAB BARS AND FIXTURES, 18"x30" MIRROR Wi S.S. FRAME & SHELF . I.(j (0 Cd) ~A~:I~;.~ RM ELEVS 1 ' -0" .>. .~ E 1! "0 :u~... 10"0:3_ :;:: c: -0 <l ~:o; ",,<lEE ]E::fi ~ 1;-] ~ ~~;~ "'c :g ~ou d :~.~~j t ~.~ ~ E o <l.'U:::; E'~it~o ~ ~t; $ .! J:: ....~ irE _o-gO<:lIl ..., III i!i N d z g. 0:: 0::: w I- Z W () W > - ~ (/)1- Zen 0- i=Z ~~ UJO ..J<( W ~:r: ",en (/)- zll:: <4:: ..JD.. D:CI) tn- Z-J OW -<( f-:c CJu W_ ~~ a.. · 01- D::CIJ f:'!~ ~ .. I <( I ~ c:: a C. .~ ::]r; o '2 '- ~ c: lJ~ ~~ ...JE O~ ~ I @ J I EXISTiNG BUILDING ~ PREFIN. MTL COPING fACE BRICK ELEVATION Q) ~~:S~8" = l' -0" ~PREfIN. MTl COPING rr:O~~$ EXISTiNG BUilDING :,::::,::[],/ \\ ".:'.','..'.,~:::. .:,,\/m.: ",..",......,..m Q ~L~~~" = ELEVAT\ON 1'-0" DOOR & FRAM E SCHEDULE DOOR fRAME HOWR LABEL NO. WID'IH HEIGHT THK l'YPE MAn TYPE MAIL DEPTH 100 I :;S'-O. 6'-6" h:l/4" 1 wa 8 STL 5-7/8. CLASSROOM LOCKSET. CLOSER 101 I -- -- ..- -- c CLAD WI) -- 102 3'-0. 6'-8" h5/4" 1 WO B STL 5-7/8" ClASSROOM LOCKSET, CLOSER 103 -- -- -- -- -- c CLADWD -- 104 3'-0" 7'-0" 1-3/4" 1 S1l. B STL 5-1/8" PANIC HARDWARE, CLOSER, PUSH. WEATHERSTRIPPING, THREASHOtD 105 -- -- -- -- C ClAD WO -- 106 3'-0" 7'-0- 1-3/4- 1 S1l. B STL 5-7/8- PANIC HARDWARE, CLOSER, PULl, WEATHERSTRIPPING, THREASHOLD 107 3'-0" 6'-13" 1-.3/4" 1 wD B STL 5-7/S" PANIC HARDWARE, ClASSROOI.I lOCKSET, CLOSER 108 3'-0" 6'-S" h3/4" 1 WD A STL 5-7/8" PRIVACY LOCKSET 109 2'-6" 6'..a" 1-3/4" 1 'liD A STL 5-7/8" PASSAGE LATCHSET 110 3'-0" 6'-6" h3/4" 1 wa A STL 5-7/8" PRIVACY LOCKSEJ 111 -- -- -- -- -- 0 ClIID WD -- 112 -- -- -- -- C ClAD WI) -- 113 3'-0- 6'-S" 1-3/4" 1 we A S1l. 5-1/S" PANIC HARDWARE, CLOSER, PULL 60 I.4IN 114 3'-0" 6'-8" 1-3/4" 1 WO A STl 5-1/8" STOREROOM LOCKSET, CLOSER _ MATCH EXISTING DOOR SPECIES, CUT, &: STAIN FOR NEW DOORS. - NEW QOORS TO BE 7 PLY. PROVIDE RESIDENTW. WINDOWS (PEU.A. ANDERSON) WITH J/4~ INSUlATED, LOW~E, CLEAR GlASS. n i ,'-If r 11 FlKm [3 ~ QN:ING i' .". " C\S!J.IOO'S -,,/'" -i.. OISWOO " !il~ ... @ @ I"Il(MDE l' INStJl.JiIUl. LOW~ i::lDS! TllM'ERfD GlASS .~ =DE.I~ TEWPERED Ill! lllZ 11I~ CD o DOOR lYPE lYPES ri,O s ~.~~$ [[]] ~!':'0Ii~$ El.m~~$ ~ PREFIN. MTL COPING rr:o;" ~~$ 2 NORTH ~ SCALE: 1/8" = ELEVATION l' -0" (SLOPE STRUCTURE 1/4" PER FT c.o ! Om n::o CD..- II -1 W RE ROOFING MATERIAL TO MATCH EXiSTING EXISTING ROOF o ~A~~~" = PLAN 1 '-0" 6" BATT INSULATION 5/8' GYP SHEATHING NEW FACE BRICK EXISTING FACE BRICK 5 PLAN @ SCALE: 1" = slaw GWB S" BATT INSULATION 1-1/2" MTL CHANNEL 5/s" GWB 3/4" MTL HAT CHANELS C 16" D.C. SHIM AS REQ'O 6 CEILING o SCALE, 1" = 1 t -0" 12' @ RAMP 12' + TREAD @ STAIRS RETURN RAILS TO VALL - TVP BOTTOM OF RAMP DR $T AIR NOSE 00 . b 5/S" GWB ON 2x6 FRAMING C 16" D.C. 5/a" GWB ON EXIST fRAMING EXISllNG CONSTRUCTION D ET Al L l' -0" HEADER - SEE STRUCT. 5/8" GYP SHEATHING FACE BRICK UNTEL ANGLE - SEE STRUCT PAINT TO MATCH BRICK 5/8" GYP SHEATHING wi PORTLAND CEMENT PlASTER SOffiT ROD STOCK &: SEAlANT, BOTH SIDES OOQR &: FRAME - SEE SCHEO D ET AI L 1'-0' TOP or RAMP OR STAIR NOSE Q) ~~I:TS DETAIL 3/4" STl PICKETS 4" OC HANDRAIL - 1" STL PIPES (GALV) AT TOP AND BOTTOM AND 1" STL PIPE POSTS SLEEVE VERT POSTS INTO CONe SLAB SAFE1Y TREAD - 3~ X TREAD LENGTH MINUS 3" EACH END CONe STAIR & CONC SLAB-SEE STR REINF - SEE STR DETAIL o ~A:I:TS )>, E i"1 :fl i"1 <'i d z o i ru a::: LU I- Z W t) W > - ~ ZI- :5 en 0.- u.~ o~ 00 ~<( odJ: woo ...1- :;)0::: c<( wa.. XCI) 0_ (/)...J ~UJ cn<:( ZJ: Qo ~- >~ W · ...AI- wen ~; ~ '-1 c( Iii c: a C. Os :J~ o .~ '- ~ c: lJ! ~~ ...JE O~ ~ I it J ST. MICHAEL'S PARISH ADMINIST TIVE CENTER PRIOR LAKE, MN GENERAL NOTES: - MECHANiCAL, ELECTRICAL, & SPRINKLER SYSTEMS PROVIDED BY DESIGN/BUILD. - CONTRACTOR TO MATCH EXISTING FACE BRICK COLOR/BlEND!TEXTURE. VERIFY SAMPLE WITH ARCHITECT. - CONTRACTOR TO VERIFY BUILDING SITING WITH SURVEY WHEN COMPLETE. IF BUILDING DOES NOT MEET SETBACK REQUIREMENTS, CONTACT ARCHITECT. - ALL INTERIOR WAllS TO BE 2 x 4 FRAMING 16" O.C, WI SOUND AITENUATION INSULATION & 5/8" GWB BOTH SIDES. - VERIFY ALL INTERIOR FINISHES WITH OWNER. - VERIFY WITH OWNER THE DEMOliSHED ITEMS TO BE KEPT. SHEETS 0.0 TITLE SHE A1.0 SITE LANDSCAPING, G & PARKING PLAN A 1 .1 ORIENTATION, DEMO, & FLOOR PLANS A 1.2 RCP} SECTIONS, PLANS, & ELEVATIONS A 1.3 ELEVATIONS, SCHE J AND ROOF PLAN 50.1 GENERAL NOTES S2.1 FOUNDATION & ROOF P S & SCHEDU 54.1 SECTIONS BUILDING CODE SUMMARY: APPLICABLE CODE: A.O.A. ACCESSIBILITY: BUILDING SPRINKLED THROUGHOUT OCCUPANCY GROUP: CONSTRUCTION TYPE: ALLOWABLE AREA INCREASE: ALLOWABLE AREA: ACTUAL AREA : CERnFI(" 1997 UNIFORM BUILDING CODE INCORPORATING THE MINNESOTA AMENDMENTS EXISTING BUILDING WITH NEW CONSTRUCTION' MEETING' ACCESSIBILITY GROUP A3 - ASSEMBLY, GROUP a - aUSINESS,El - EDUCATIONAL TYPE V-N SEPARATION ON 2 SIDES, (+ 50%) GROUP A3 ;: 6.000 + 50% = 9.000 S.F. GROUP a = 8,000 + 50% = 12,000 S.f. GROUP E1 = 9,100 + 50% :::: 13,650 S.f. 1,591 (A3) + 5,989 (B) + 2.052 (El) .18 + .50 + .15 + .83 S 1 O,K. 9,000 12,000 13,650 OCCUPANCY SEPARATION REQUIRED : lHR 8EnNEEN GROUP BAND E1 AllOWABLE aUILDING HEIGHT = 1 STORY (A3), 3 STORIES (B) OR 2 STORIES (El) FIRST LEVEL TOTAL NUMBER OF OCCUPANTS :::: 167 OCCS FIRE RATINGS OF BUILDING COMPONENTS LOWER LEVEL TOTAL NUMBER OF OCCUPANTS:::: 66 accs EXTERIOR BEARING WAllS = N FIRST LEVEL TOTAL EXIT WIDTH REQUIRED ;: 34" INTERIOR BEARING WALLS = N FIRST LEVEL TOTAL EXIT WIDTH PROVIDED :::: 160" EXTERIOR NONBEARING WALLS :;::: N LOWER LEVEL TOTAL EXIT WIDTH .REQUIRED = 13" STRUCTURAL FRAME :;::: N LOWER LEVEL TOTAL EXIT WIDTH PROVIDED :::: 60" PERMANENT PARTITIONS = N TOTAL STAIR EXIT WIDTH REQUIRED ;: 20" SHAFT ENCLOSURES = 1 HR TOTAL STAIR EXIT WIDTH PROVIDED = 36" (EXISTING CONDITION) CEILlNG/ FLOORS = N CEILlNGI ROOFS = N TOILET COUNTS: FIXTURES REQUIRED; FIXTURES PROVIDED; GROUP 8 SF / 200 SF PER ace:;::: 30 oec (15 WOMEN AND 15 MEN) :;::: 1 GROUP. ,430 SF I 50 SF PER OCC = 28.6 oec (15 WOMEN AND 15 MEN) GROUP 1.591 SF I 30 Sf PER OCC = 53 OCC (27 WOMEN AND 27 MEN) = 2 9 FIXTURES PROVIDED AU wort shan be done & zoning coda re. noted in this review. ' ALL TIMES.. I p -.3:/iJ /15 ONE HOUR OCCUPANCY SEPAR,\TlON UL #U305 OR SIMILAR APPROVED DESIGN BEARING 1HR RATING. SEAL JOINTS AT TOP AND BOTTOM OF WALL WITH FIRE CAULK. PENETRATIONS IN ONE HOUR OCCUPANCY SEPARATiONS TO BE FiRE STOPPED PER Ul DESIGN #W-L-1001 OR SIMILAR APPROVED DESIGN BEARING 1HR RATING. "'l :R .., "I !i .;. .. It: " W I- Z W t) W > - ~ t- OO - Z - ~ (") <( :r: C/) - cr: <( 0.. (fJ :.J ...W w<( wI :J:U 0- W~ ~t-= i=C/J C! II o Ii c: a C. 'i ::J~ o .~ I-. i c: lJ~ ~e ...J~ o! ~ I it, J . 1:50::[, at::;w ~ I :=E t1: aji;=> .-wm a.. 6" MAPLE 00 REMAIN EXIST. SOD PROPERTY LINE RELOCATE EXISTING 9- SPRUCE C "''1::::1 CONC. RETAINING WALL HANDRAILS - 8/AL3 7 CONC STEPS - r MAX RISE 11" TREAD VfY RISE W/ SITE CONDITIONS RETAINING WALL, BY . OWNER co I N .- 10" MAPLE 0, , TO REMAIN . <1 SLOPE GRADE AWAY fROM (BUllD!NG EXISTING PORTION OF RETAiNING WAlL TO REMAIN w z :J 8.0 TO REMAIN u ~ 1.&..1 0.. o 0::: 0.. REMOVE EXIST. SIDEWALK AND PROVIDE SOD. ...:] REMOVE EXIST. SiDEWALK AND POUR SLOPED CONC. 1 :20 SLOPE (MAX.) QLE TO REWJN STEP TO BE NO GREATER THAN 6" RISE RELOCATED 5" MAPLE EXISTING WOOD FENCE TO' REMAIN REMOVE EXISTING CHAIN LINK FENCE w z =:i >- f-..,(i: N~ ~o a::: n. a I- ~~E MICHAEL ACCESSIBLE LANE. SIGN - POLE, MT ':..0 48". ABOVE GRADE I ix> PAINTED ACCESS AISL EXISTING 5 CAR PARKING ". <.0 ! l:c ~ I 'ix> NEYL2=.Ji2" 0 SCHW~MAPLE - BAlLED &: BURlAPED o NEW 2-1/2" CAL. SCHWEDLtR MAPLE ~ BALLED &: BURlAPED o w z :::i ~ a:: 1.&..1 a.. o a:: a. REMOVE EXISTJNG CHAIN LINK FENCE 44.2' TO PROPERTY LINE EXISTiNG BITUMINOUS PAVEMENT 3'-0" EXISTING CARAGE 2 CAR PARKING ~ Q;) ~A~~ ~/16~~1~O~ S CA PIN G,._~HT!l'J G Ii q i. II II II H Ii II I! II Ii ,:1 !I fJ I' ,1 ~ ; " -1 I ~ o ............ NOTE: PROVIDE HANDRAILS ~ ~I~TING BUILplNG I I OF STAIRS - SEE 7/Al.3 Ii II II & NEW 2-1/2" CAL. SCHWEOLt:R MAPLE BALLED &: ,BURLAPED PERIMETER TREE CALCULATiON 680' I 40' 17 TREES PARKING Pl~AN "l III III ... N ~ et:: W I- Z W t) Zw :5> D..i= ~~ -I- ~oo <C- a.~ olJ~ (!)o z<( i=:J: :r::oo C>- -0::: ~<( C>Q.. 3:00 0..- <C-l uw UJ<C C:J: ZU ~~ W . '=:1:- UJoo o ~ I. e( Iii c: CD 0.'= ::J~ o ,g .... I c: lJ! cr:::~ -Ii O~ ~ I .. J PROPERlY UNE w z ::J NO::: ,,~ f"")o 0::: n. S CONe, RETAINING WALL STL HANDRAilS - 8/ A 1.3 7 CONC STEPS - 7" MAX R!SE 11" TREAD VFY RISE W/ SITE CONDITIONS RETAINING WALL,! BY " OWNt.R 0Cl I N ..... SIDEWALK -~--- r I I I I I I TEMP ClASSROOMS fUTURE MEETING RMS. 6'-0" EXIST. SOD MICHAEL SLOPE I GRADE (. AWAY 'ROM BUllDI G TEMP CLASSROOMS fUTURE MEETING RMS. ~ ~ ;t :r; PARISH ADMIN. REMOVE EXIST. SIDEWAlK AND PROVIDE SOD, NOTRE DAME ROOM LANDING 0 EL = 100'-0-1 4 l. REMOVE EXIST. SIDEWALK AND POUR SLOPED CONC. 1 :20 SLOPE (MAX.) KITCHEN WORK !RM. STEP TO BE NO GREATER THAN 6" RISE 5a .0aT. SITE ORIENT TION P SCALE: 1/16" = 1'-0" REIAOI/E EXISTING ElCIERlOR DOOR. REMOVE BRICK FRO'" NoRTH SIDE OF NOTRE DAME ROOM. o I r-.. .. .........-. ~ t----I ~~'~"". ~ REUOVE WWOWS ON WEST SIDE Of NOTRE DAWE ROClM. ~ EXISTING CARPET ~ TO BE REUO\/ED AND REIJSm. SAWCUT OPENING fOR NEW WINDOWS. SHORE STRUCTURE "" PROVIDE NEW UNIT!. AT OPENING. CENTER OPENING IN EXISTING WALL I [ REUOVE PARTITIONS " DOORS. PREPARE REMAINING SURfACES fOR NEW flNlSHfS. LIMITS Of CARPET, '\ REMOVAL ~ .~ UNE Of EAVE ABOVE @ ~A;~~~I~~?N PLAN W z :::J fl(::: r- 0.::: Ng: f"--O 0.::: n. ~ ~ BOOKKEEPING .--............----.......----- EXISTING 5 CAR PARKING EXISTING GARAGE 2 CAR PARKING w z ::i ~ w a. o 0::: l1. ".q- I Q; ~ w TEMP C R z II: ~::l G ~W<( .1 !Z:if; FUTURE ME NWLL- Nuo 0 t-:- o I . ("Q ..q- ':.or I to 3'-0" 44.2' TO PROPERTY LINE 8 II: .q- I flO"J -:.- N REMovE WAlLS, DOORS, &: fiXTURE SHOWN DASHED. PREPARE REMAINING SURfACES fOR NEW FINISHES, EXIST CASEWORK TO BE REMOVED AND REUSED. PLAN 0-TO ll-J~Lj)E M 0 A 1.1 SCALE: 1/8" = l' -0" ~~~~I TEM P C 43'-8" ~ NG PAINT WALLS TO MATCH NOTRE DAME ROQU. CARPET TO I.IATCH CARPEl INSTALLED IN NotRE DAME ROOM, S MS FUTURE N PAINT WALLS TO MATCH NOTRE DAME ROOM. CARPET TO MATCH CARPET INSTAllED IN NOTRE DAME ROOM. MS RMS. $ 4' 0" f. R ~OPENING orl REMOVED DOOR. r INFiLL OPENING OF REMOVED WINDOWS. FURR a: GYP WAlL I AUCN NEW WALL WITH EXISTING WALL ! I, , PATCH &: REPAIR WALLS, FLOOR. & CEiLiNC. PAINT WALLS & REPLACE EXISTING CARPET. f'::::\ VERIfY COLORS &: CARPET ~ WITH OWNER. NOTRE R OM DAME $ t z <( OLio 1.0-01 d,';,) :X:"" VlNO oilICc OUl~ ~~~ ~~lS um9 Co I ~ ~ '. MUSIC/UT. I, [i ". .~~. NOTE: PROVIDE H, AN, , DR", ,AILS" Of STAIRS "f) S~;;:J:LA,! =~ "~of II PASTORAl ASSOCIATES II: co .I 01 z ~ O~o ~~~ :X:-.t IIlNO "'100 glillJ lXt;;~ >- !:i~lS <t 8gjg 5: -.J -.-J <t Iz :c;;::i ~~8 c(....ilr ::i~w ~~~ tit.... a. a. IX 3~~ z Ou' ::;d? W.u, r-.t VlNO ~Oo 8t]~ Ir~w !:i~5 01r0 UlD....! , II: 00 I ~ .- EWe - ,",aUNT SPOUT OUTLET 36" A.f,F. PROVIDE 1 HR OCCUPANCY SEPARATION BETWEEN B &; E1 OCCUPANCIES (SHOWN SHADED) - UL ,mos SEE DETAil 5/Al.1 ENTRY PLAN Q) ~A:O lS'~ 1 '-0" RECEPTION 1t=1 HR SEPARATlON - IU305 SEE PLAN fOR I.O<:ATlON " ORE m"'ITD all"'"'." ,C",c,.". _ c 7'~ ~~~~SH flOO' · lIElOW 1 H' aceuP,"", ~, " , EXISTING flOOR STRUCTURE SEPARATION WALL ______ :! LAYERS 5/8. TYPE 'x' : ~~T~~ ~~~~~U~URE ' ',~ ~~~~f~~G :r~~E ROOM ell LOwER LEVEL STORACE STORAGE ROOM STACGER JOINTS JiQQM SEPARATION UPANCY S 1/2" = l' NOTE: PROVIDE fiRE BLOCKING BETWEEN JOIST WHERE WOOD JOIST PASS OVER MASONRY BEARING WMiS. CONTRACTOR TO CONTACT ARCHITECT If JOIST DO NOT BEAR ON IAASONRY WAtlS .'" 8: u ., .. 2:> fi ~~,3O 0::10" iQE~ ~E~5 : ~~ ki ~"i~~ 'ORgy' fil!c,:! .?:> 0..9:.E 'el:!l1~ ..... ... 0."0 ~ii:t ; f1i:&.z :o~&Ui ~ o :z ! cr:: W I- Z W () W ~ ~ ",,1- zOO ~~ 0.:2: et:O 0<( 9J: LLU) oes- Mt:t: 0<( :eo... UJCJ) o- M.....) ZW Q<( ~J: ....g Z~ LLI ~~ OU) ~ ~ ;~ c( Ii c:: DI 0. ': :J~ o .g I- I c: lJ! ~~ .....JE O~ ~ I o j 111 11. RF2 a RF2 a RF2 a lX lX lX TFf\iP rl A~~F'n(HA~ RF2 a,b lX ........... ::SO,::Sb '" !><S RF2 0 RF2 o,b RF2 a,b RF2 G,b rU~ Mtt~ r<M~ lX Acousm PANEL :EIUNG g'-O" AI F RF2 a,b RF2 c,b lX lX RF2 a,b lX RF2 o,b RF2 o,b RF2 o,b lX lX lX ACOUSTI( PANEL ~EIUNG g'-O" AI f RF2 o,b RF2 o.b RF2 a.b .xII t.M~ ~D~KU~ FUTl RE ~1EETI ~G RMS. RF2 a IlX RF2 0 RF2 a lX 'x I LJ - ~ EXIT LIGHT I /p\ PHOTOELECTRIC \::J SMOKE DETECTOR IQS1 DUAL TECHNOLOGY I': ~ OCCUPANCY SENSOR i FOR "OFF" OVERRIDE ! I, Xl == LED EXIT SIGN, BATIERY lYPE RF1== 2 LAMP PRISMATI~!I.~~ ~'f~f~NGE RFlX ::: 2 lAMP PRISMATIC, 2' )( 4', FLANGE, wi BATTERY BALAST RF2 "" ;:s LAMP PRISMATIC, 2')( 4' RF3 ::: 2 LAMP PRISMATIC, 2' x 2' EXISTING CEILING TO REMAIN R f.3 0, b ,......-., XI ~ RFJ c,b [XI RF2 c,b ilX RF2 0 x So Sb NOTRE DAME ROOM NOTE: AlL fiXTURES TO BE SPEC. GRADE Q) s~;Fl~~=~~o~D ~PlAM SH[l~ A . A:r.~~E. .t rn :.;"f;.JT~~~--:~ I", : = OAUE " t:::\ 24" ~ ''', i ~~ ll'j ,!,' EXiST CASEWoRK~~ A..,~ I'~'i I REJ...OCATED - ...... I 7 A "\.. ' J I N ~1.2~'~ JDIR. ~ 'A~r~2~ ' .~\ I" ' COMM. 1,," ~ f0~~ e" 18 ~r L7 t ~ L 6'-0" L3'-4-[,3'-U" ~'!l": I " fIRE E:d. I: CABlNET'/ - ill j; il It J JI I ! NC OF . ,- .~., . o ~~:I~;.~ l' -0" PLAN '- ~Xl ENTRY . ," ".,l ~ " . )<1 : . ' . JJ::/\' PORTLAND . 'RF1' X ~ - CEMENT , ' , "'['--PLASTER ~ c:= SOffIT ~ .... ~0 IRF~ I" ~ , , I rr:\"Cl 1""---' RFl LJ r--- ::= ~~~ 3::1 00 ~3::I~~ ;;- ~~U1~~ '""""- 0.. Ia::: I .- jl-~I~ <:~~z 3::3:::k:l(l) ~. Rfl GZJ ~. j s:i= <( Xl' ~I .' ,GWB \!Y ~. 9'';';0'' AFF .~ . RF1X; PORTLAND - CEMEfT . ... '--PLAST ,R SOFfl r6\ ~ ;;:; " , ' RFl E3 Xl 'ill c=: '~ PskE -- CORRIDOR SWITCH LJ . . '. L". . .! RECEPTI PLAN fll ~R 3'-0" ~ 3'-0. II , 3'-0" " " ~~ 3Sw )( 12d l( 30h " , 3Sw l( 12d x 30h " r' 36w )( 12d x 30h . ["',., . w I N : "'" .' : '-"",.!Ii / , ~, " u.I I ;... II ill ~, ~ BACKSPLASH ,"\ . <::> I N III' I ~.~, ",. II ."" "'"'. 3jli;;- 3Sw x 24d x 34h 36w )( 24d x 34h 36w )( 24d x 34h . fir ER j'~O" , , 3'-0" 3'-0" " , 20 GA PREFINISHED MIL COPING W/ CONT. KEEPER 3/4" EXT GRADE~ PLYWOOD MATCH EXtSTlNG- -\\ - T.O. MASONRY $ ROOFING MATERIAl ~ ,.. EL::::; 113' - 4" EXTRUOED INSUL ON r :: \ ~~E!:'IA~: THE~T~~"\l,, " ,."'.~~"., ~ '-- CONT. SEAlANT ROOF SHEATHING -/ == ~E~~~ ~ - - - 1:::2 J. - - - - ... - - - :: -t----- fACE BRICK TO I- MATCH EXISTING ~ ~I---- CORRUGATED WAll TIES - - - """ - i- - - - & _____ 8" BOND BEAM W/ ANCHOR .. L i- BOLT - SEE STRUCT - ->JL\\\\, ~ ~\1k :.~ ~ - m\-\1lli-\\W\\~ \\\\\-JJl ~ - ,I\\Y"-\ \ \ \ I::::: 6" BAn INSULATiON R-19 MINIMUM ENGINEERED WOOD/:J JOISTS - SEE STRUCT ~ ' 2 l( 4 ARMSTRONG CIRUS susp, CEILING 0 g'-O" Aff W / WHITE SUSPENSION SYSTEM 5/8" eWB ON 4 Mil VAPOR BARRIER 2x6 FRAMING a 16" D.C. 5/8" GYP SHEATHING -- ~ -- 2x6 PRESERVATIVE _____________ ' TREATED SILL '~ ~ T.O. MASONRY VEL"" 104'-0" 1/ HDWD CHAiR RAiL - MATCH DOOR SPECIES & STAIN ~ THRU-WALL [PDM FLASHING wI COTION WEEPS @ 16" D.C. 5/8" GWB ON 1-1/2"- WOOD FURRING ~~ ! -"-12" eMU W/ - - , VERTICAL REINFORCEMENT - SEE STRUCT .., FiN, FLOOR EL ::::; 100'-0" .. ." ~"" 1-~---2" PERIMETER INSULATION 4" CONe SLAB - SEE STRUCT ,~ .- !-'~ , .-r-- 1/2" COMPRESSA8LE FILLER' , ,1 1 I i I~ p.r. ." '1 g' REINfORCED FOOTING - SEE STRLJCT Q;) ~: ~~.. = SECTION 1'-0" " <I !.# 2'-,3" ,,2'-3' ,,2'-.3" , , " " " ---..31ri; 127w x 12c~27w x 12( 27w x 12, x 30h x 30h x 30h -1-" r\ , ' .!l~_ \, /1\ I' - 111 ,'T'\ III,"^/ / .. \ / !,- ~ BACKSPLASH l\ I \\ .,' ;/ / ! , '. , \. / ! \\ /' Ill. '0 I ;.... . 10 I ;.... i ",,, , , ; II ! I ! " , :' " 48w )( 24d x 84h ---..31ri; j!'\.~.~ 45w x 24d x 84h 27w x 24c:27w x 24c~7w x 24c x 34h x 34h x 34h 45w )( 24d l( 84h ." , 4'-0. 3'-9- 3'~!t ,,2'-3- ,,2'-3" ." 2'-.3- !.t " , " , .. flL~R w f~ (R VERIFY CABINET STYLE &: FINISH WITH OWNER, 'TYP. 0~A~Sl;~ S~~K DETAIL ~ ~A~Sl~~S~~K DETAIL ---..3~ . <0 I ''-''1 --3, . 00 I ".... /' --3 Ii; ,/ '0 I N --3" It fit ER 3/4" EXT GRADE ~ PLYWOOD MATCH EXISTING - - ROOFING MATERIAL EXTRUDED INSUL. ON 5/8" lYPE 'x' THERM~ BARRIER Iii"';:! 'i?':: !P! !!I! R-22 MINIMUM ROOF SHEATHING _J SEE STRUCT 20 GA PREFINISHED MTL COPING W / CaNT. KEEPER I - T,O. MASONRY iIi\ I- EL. = 113'-4"'" ~~ CONT. SEAlANT - - ;Ii .----. CORRUGATED WALL TIES l- =: -- 5/8" GYP SHEATHiNG ;- .... l- I- .... - - ~ JOIST BRG EL ;;::; 109'-6" ! / - 6~ BATT INSULATION R-19 MINIMUM THRU-WAlL (PDM FLASHING W/ COTION WEEPS @ 16~ O.C, i~ ~ Irti ENGINEERED WOOD ~ JOISTS - SEE STRUCT ~ ' ..,";::;Pfnr2 CEILING - 5/8" GWB BEYOND ON ~ 4 MIL VAPOR BARRIER - : LINTEL ANGLE - SEE STRUCT. "" PAINT TO MATCH WINDOWS :~ HEADER - SEE STRUCT - I- ~ -- ..... ~ ~ 1- 1- I- = 3/4" PLAIA Sill ~ :1 ~ALUM Sill w/ CONT. SEALANT d. T,O, MASONRY ~, =1/ VEL'= 104'-0" / u,= 8" BOND BEAM HDWD CHAIR RAil BEYOND - 1111\11'-:- _ MATCH DOOR SPECIES & STAIN ::::::::::.\ - ~ - !mT 5/8" GWB ON 1-1/2"- :\\\\ WOOD FURRING i-- _ ~\:::;:: lITm~\\\1 ALUM ClAD WOOD WINDOW - - SEE SCHEDULE 10-- -- ~12" eMU w/ VERTICAL REINFORCEMENT SEE STRUCT dr. FIN. FLOOR VEL = 100'-0"., ." ~. 4" CONC SLAB SEE STRUCT ~ I' I i,.-L- 1/2" COMPRESSABLE flllER~::::'-'- I ....1'-1 2" 'PERIMETER INSULATION i.-- REINFORCED FOOTING SEE smuCT . P ~ It . ~ It I o ~:L3~' = SECTION 1 ! -0" - VERIFY CT COLOR &: BATHROOM FiXTURES WITH OWNER - PROVIDE MOISTURE RESISTANT 5/8" Gwe ON TOILET ROOM WAlLS AND CEILING. - PROVIDE BLOCKING AS REqUIRE~ FOR GRAB BARS' AND FIXTURES. " 18")(30" MIRROR wI S.S. FRAME & SHELF '\ , (1 1/2" !$I GRAB BAR, 1YP. CT TO 4' AFF, li'-O.~ 1..----- EPOXY PAINT ,I _\#f ; /~. ABOVE. , cr ; 3'-0. II <n .., !-- II J'-6~1.'1t;~iI I " '" · -c; € ~: i"" ,~~ :..~" L ,- ~ 0, L(; !~L4.~;: ~ J .,,- I '/ '-"I " ..::c ) '~ I :~ /" " ~: 3~~" 4'-0' I.IIN ;--CT FLOOR !, 1'-6" L ' 4'-4" 111'-4" L , 'I" \ PiPE INSUL. ON HOT, o 0 COLD. 8< WASTE PIPES. <0 I ~ ':n .. ... ... . 0'> I N ~ i""L " ~. :A~: I ~ ~,~"~ ;~"M ELEVS .>, gE ~ ~t~~ ~~..aQ l~o; .,oe.2 i!;~~~ Ole .t:" 5r~g :g:iOjd Q:: :J,.~~ g '-Y ~ ~ ~ .g ~ ~ !t 3.8.1:I~~d li'j il ~:W ~ ~~n:i!~ ~ u :5~1~ ~:8 0:: UJ }- Z W () W > - I- CI)~ Zl- O~ i=Z ~~ wo ....J<:( w ~J: -en cn- Z~ :5<( a.. a.. ....(J) cn- Z-l OW -< I-J: Ot) W_ cn~ 0:- 01- ~CJ) N ~ ;! <( Ii; C Q 0. "j ~~ o ,~ L.. i c: lJ~ ~~ --I~ O~ ~ ~ .., '" o ;z i' Q:: I g J EXISTING BUILDING Q) EA~:S~8" ~1~~VATION ~Q-~$ EXISTING BUILDING [] [JJ FACE BRICK @ ~~~~" =~,:~VAT\ON DOOR & FRAME SCHEDULE fRAME HDWR lABEL DOOR NO. WiDTH HEIGHT n<< TYPE W.n 'IYPE w.n DEPTH 100 3'-0- 6'-8- 1-3/". 1 wo a STl 5-7/8. Cl.ASSROClU l..OCKSEr, ClOSER to, -- -- -- -- -- c Ci.ADw[ -- 102 3'-0" 0'-8" , -3/.- 1 we EI $lL 5-7/8" C:I..ASSROOU lOCKSfJ, CLOSER '03 -- -- -- -- -- c Ci.ADWIl -- t04 3'-0" 1'-0" ,-3/.'" 1 STI.. B STl 5-7/8" PANIC HAR:IJWARE, ClOSE.R. PUSH. WEATHERSTRIPPING, THREASHOLD 105 -- -- -- -- -- c Ci.ADW[J -- lOG 3'-0" 7'-0. 1-:5/"- 1 STI.. Ii $l1- S-7/B- PANIC HAROWARE. CLOSER. pUU.. WEATHERSiRIPPlNG, lHREASHOLD 107 ,3'...(1" 6'-0'" 1-3/.- 1 wo B STl 5-1/0'" PANIC HAROWARE, Cl.A5SROOW l.OCKSET, Cl..OS[R 108 3'-0" ,'-a'" 1-3/." 1 Wf) A- STl 5-1/8- PfWACY I..OCKSET 109 2'-0'" 6'-a'" 1-3/." 1 WD A STl. 5-1/8" PASSAGE LATCHSET 110 3'-0. 8'-e'" 1-3/.." 1 Wf) A STl 5-7/8. PfWACY I..OCKSET In -- -- -- -- -- D cv,oVi( -- 112 -- -- -- -- -- c Ci.ADWl'l -- 3'-0'" 6'-8'" 1-.3/"'" 1 wo ,. STL 5-7/S" PANIC HAAOWAR(. CLOSER, PUlL 50 WIN 113 \14 3'-0- 6'-8. 1-3/..'" 1 WD ,. sn. 5-:1/S'" STOREROOW I..OCKSET, CLOSER WATCH EXISTiNG DOOR SPECIES, CUT, II; STAIN fOR NEW DCX:lRS. - NEW DOORS TO BE 7 PlY. PRO\IlOC RESIOENlW. WlNiXlWS (PEl..U., ANDERSON) WITH 3/4'" INSULAltO, LOW-E, ClEAR GlASS. n sa 9CIO r ,'-(f r r-r '" [H] [J h ~ ~ c.r.:IiEIIOlT 'r ~~ 1iI~ h @ @ Pflf.Mll( " 1NSUU\1Ul. lOWl-E,. Cl.(I.R 1 LllfIDiEl] Q.Ji$5 . OOOllQll: ~. l~ TillI'DlflI iii! 118 ~8 CD o DOOR TYPE fRAME TYPES ~o... ~$ I!QOII ~ ~~$ u.-:":'~$ n. ~~$ ~ PREFIN. MTL COPING ~o:. ~-:::$ [J NORTH Q) SC~~E: ~/8" = ELEVATION 1'-0" OVj::RFLOW SCUPPER WI DOWNSPOUT <..0 ! 0en oco (0..- 1-11 ~ o -:l (SLOPE STRUCTURE 1/4" PER FT >- Ll- C?~ CCw m> INSULATION, (SLOPE STRUCTURE 1/4" PER FT OV~RFLOW SCUP,PER WI DOWNSPOUT ROOFING MATERIAL TO MATCH EXISTING EXISTING ROOF o ~A:;~~' = PLAN l' -0" EXISTING fN:::E BRICK 5/8' cwe ON EKIST fRM41NG 6" BAn INSULATION 5/8' GYP SHEATHING NEW fACE BRICK BACKER ROO &: SEAlANT EXiSTING CONSTRUCTION 5 PLAN DETAIL @ SCALE: 1/2" = "-0" 5/8" GWB 6" BAn INSULATION 1-1/2' MIL CHANNEL HEADER - SEE STRUCT" 5/S" GYP SHEATHING fACE BRICK 5/8. GWB UNTEl ANGLE - SEE STRUCT PAlNT TO MATCH BRiCK 5/8' GYP SHEATHiNG wi PORTLAND CEMENT PlASTER SOfm ROD STOCK k SEAlANT. BOTH SlOES 0001'1 Ie fRAME - SEE SCHEll SHIM AS REO'O 6 CEILING DETAIL @ SCALE: 1/2" = 1'-0" 1'-0' 12' -+ TREAD @ S1 AIRS RETURN RAILS TO "ALL - TV? TOP DF STAIR NOSE BOTTOM or STAIR NOSE oo..ot::. 7 RAIL DETAIL Q) SCALE:. N~ STL PICKETS 4" OC HANDRAIL - 1" STL PIPES (GALV) A! TOP AND SOrrOM AND 1 STL PIPE POSTS PAINT SLEEVE VERT POSTS INTO CONe SLAB SAFETY TREAD - :).. X TREAD lENGTH MINUS Y EACH END CONC STAIR &: CONC SLAB - SEE STR REINF SEE STR 8 RAIL DEIAI1._~_ 0,~--.._.._.'-'.~.~, ---, " ~~~- . A 1.3 SCALE: ' NTS .>. ~E ~ 8~-5': -=1:"00 1j:::io" t~Ej ~E~.s :~l ~ --'0.....--0 se-g5 b:iOtici :a.~rg :<: .. ,!! ... !! ti~i.(~ ~ai~'O e Cl.... .- 1 : ~~ -ii _o-ucrlll ~ .., C'I ci z g- o:: , o 'i (u ~ W I- Z W () LU > - ~ ZI- :3 en 0.- u..~ O~ 00 D::<( oO:::c WOO 5~ c<C W(L :E:C/) U.. UJ-J c6~ Z:c QO ~- >~ W · ..JI- Wen r') ~ ;1 <C Ii c IJ) 0. '; ::::J~ o .g It- i c:: lJM ~~ 11 ....J:m O~ ~ II i J ,------------- I I I I I I I I I I I I I I FOOTPRINT OF NEW CONSTRUCTION UN EXCAVATED STORAGE MECH. MEDIA ROOM ga NORTH rr---------l I I I I I TEMP CLASSROOMS FUTURE MEETING RMS. , I I I I I I SEE 1 .2 FOR " V INFORMATiON IN THIS AREA TEMP CLASSROOMS I FUTURE MEETING RMS. 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'TIP ux;. lilt I"I!Ql. t. fIaIt tIIIiu Mail! . mIN J..... IlfLQII m UlII fI'Ef'f'B) . flllDET..... TO GET M'MH J..... I'Wt Q)5ECTION . NO ICI4.E ~FTG. D, E, TAIL . NO ec::.AL.! _NilDt+ FC:lR EJ.. ! i , ! r (X)lC, M.I.6 .AU. .w.uo. _ "J fOIIt IIEN'(llIICIoQ -" -s: ..........,. ~NOT USED 1J2'.r-r . ~5ECTldN . 1/2'. r .... 1" 1 ': .~ ~.J ~ "," ,~ " 'I ST MI ELlS H PARI H ADMINI TRATIVE 66 '" '" '" 20, 21 190.24 meas. ~ 2 , BLOCK I 94285 1 I IJJ I => I 2 I ltJ f} :::> I <t: i .M, WOOD fENCE \ \ I 946.2 944.S CHAIN liNK HNCE 24M LINDEN 94Z~5 14" LINDEN 5" MAPLE 946.0 SPRVCE 940,6 BITUMINOUS SURFACE v J :r: ~ ::> -J :::) a ';.)40.46 :; U~ 190. w e" w PLE SANT AVENUE to W MH RIM 937.84 S 939.41 to W c NTER ',", ( 945.3) .........,-",- ,1t ~I~\{at:af' JUL I 9 1(.", 'to~"b. - ~'\ ~~... f't.,.~A.ru ~,~\\.. (,. t'$\.1 ~ ~,~ . ffi ~[ at;:jw ~ I :::::d:1: 002:::1 "-waJ a.. ~ a:: w a. a a:: a.. PROPERTY LINE w z :J RELOCATED 5" MAPLE EXISTING WOOD FENCE TO REMAIN REMOVE EXISTING CHAIN LINK FENCE o '. 'C::! CONC. RETAINING WALL s}.t) HANDRAILS - 8/A1.3 ~i CONC STEPS - 7" MAX RISE 11" TREAD VFY RISE wi SITE CONDITIONS NEW~2-1/2" CAL. 0 SCH EDLtR MAPLE - . BAL 0 & SURLAPED w z :J NEW 2-1/2" CAl. SCHWEDLtR MAPLE - BALLED & BURLAPED o ~ ~ r- 0::: ~ ~o NEW 2.5" CAl. 0::: SCHWEDLER n... MAPLE- o BALLE~E~ ~ l-- BURLA~ 10" SPRUCE ~AIN ~ I N 6" MAPLE 00 REMAIN EXIST. SOD MICHAEL 10" MAPLEO TO REMAIN . Q ACCESSIBLE LANE. SIc:;,.N - POLE. MT w 48 . ABOVE GRADE r -co PAINTED ACCESS AISL SLOPE GRADE AWAY FROM (BUILDING EXISTING PORTION OF RETAINING WALL TO REMAIN 80Q TO REMAIN 44.2' TO PROPERlY LINE REMOVE EXIST. SIDEWALK AND POUR SLOPED CONC. 1 :20 SLOPE (MAX.) EXISTING GARAGE 2 CAR PARKING QLE TO REMAIN STEP TO BE NO GREATER THAN 6" RISE PROPERTY LINE 6:a (J;) ;A~~~/16,~~~o~SCAP I NG, LI & w z :J ~ a:: w 0.. o a:: 0.. REMOVE EXISTING CHAIN LINK FENCE EXiSTING BITUMINOUS PAVEMENT 3'-0" .>, ~ E 1? ~~~; 'OJ III Q" no.. ll: ..oE_ ~E~~ 0,>-''0 b (It.Q..c;u :C1J+i~ ~~~~ :5~c~ .2'''',9 ~ tat~ t>ll:.. <.l 0.:1.) li'1iil~o ~ ~~~S ..c!o..~~ClS _O'1JIJ::Vl ~-l It'l It'l I"'l N d z co .. 0:: .. ~ LANDSCAP!NG CALCULATIONS: ~ W I- Z W U Zw ~> D.i= ~~ 21- ~(j) c:c- D.~ oG~ c>Q Z<( i=:c :J:C/) C)- -~ -:<( c>Q.. ~CJ) D. - <(..J oW (/)<( c:c Zu ~~ W . ....1- (i)cn PERIMETER TREE CALCULATION 680' I 40' 17 TREES Q ~ II III( Iii c a 0. .~ ::J~ o '2 ..... m c: lJ~ ~~ t) ....J~ O~ ~ ~ .. J . f5 0:::[ otiw .1 :?it: O~::l ""'WW n. PROPERTY LINE w z ::; EXISTING WOOD FENCE TO REMAIN REMOVE EXISTING CHAIN LINK FENCE ..\i:::l CO~C. RETAINING WALL STi' HANDRAILS - 8/A1.3 i f7'4/' CONC STEPS - r MAX RISE 11" TREAD VFY RISE Wi S!TE CONDITIONS NEW 2-1/2" CAL 0 SCH EDLI~:R MAPLE - . BAL D &: BURLAPED w z =:i . ~ "'0:: c....j ~ NEW 2,5" CAL. '" ~ SCHWEDLER 0... MAPLE- o 8ALLE~F~ A l- 8URLA~ NEW 2-1/2" CAl. SCHWEDLt.R MAPLE - BALLED &: BURlAPED o RELOCATE EXISTING 9" SPRUCE Co I ~ 6" MAPLE 00 REMAIN EXIST. SOD 1 0" SPRUCE ~'N MICHAEL 10" MAPLEO TO REMAiN <I. . SLOPE GRADE AWAY FROM (BUILDING EXISTING PORTION OF RETAINING WAlL TO REMAIN a.O TO REMAIN ~ a::: w a. o a::: a. REMOVE EXIST. SIDEWALK AND PROVIDE SOD. LANDING @ EL "" 100'-0" -1~ REMOVE EXIST. SIDEWALK AND POUR SLOPED CONC. 1 :20 SLOPE (MAX.) 3'-0" 1'1 C:,!t~;;~ING .~i'l= SIDES EXISTING GARAGE 2 CAR PARKING QLE TO REMAIN STEP TO BE NO GREATER THAN 6" RISE PROPERTY LINE ~~ ~A~;~/16~:1~o?SCAPING, LIGHTING . . a I"" .a:, '. 1.0 I Co ~. I 'ro . 44.2' TO PROPERTY LINE o I w z :J ~ a:: w a. o a::: a. REMOVE EXISTING CHAIN LINK FENCE EXISTING BITUMINOUS PAVEMENT 3'-0" & PARKING I<) lCI It) I<) N LANDSCAPING CALCULATIONS: c:: UJ I- Z W U Zw 5> D.i= ~~ -I- ~CfJ <(- D..~ oa~ ,,0 z<( i=:r: :t:en Cl- -a: ....", <( C>a... ~(J) tL- c:(....J oW m<( c:c z() 5~ w _ !::I- cnCfJ PERIMETER TREE CALCULATION 680' I 40' 17 TREES o ~ ~! <C Iii c en 0. .~ ::J~ o .g '- $ c: lJ! ~~ I 1:) oj ~ I i PLAN J