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9835 9905 SW MCKENZIE PLACE i• �j, 5U I LD INCA CODE ANALY515 U ING ANS x'515 � ' ,' III AS � JISAN � i 1�0 � CODE � Of �rR EX15TING MIDDLE SCHOOL NEW C�Y1„ NA51U1�''� 4 UPON`"'' - - - - - � - LIFE-SAFETY LEGEND tf�.,f 1949 , l "—' - — BUILDING CODE UNIFORM BUILDING CODE, 1997 EU. WITH OREGON AMENUMENfS BUILDING CODE UNIFORM BUILDING CODE, 1997 FU, WIIN OREGON AMENDMENTS `+?T t )I ( UJc?RK ROQrJ F"'4y R"` ROOM NAME 1 NUMpER f ��11 ARRA, 2e3 6ca.Fi. OCCUPANCY EXISTING BUILDING OCCUPANCY ���r GROUPS PER GROUPS PER OCC, E-1 TABLE 3-A & 6,315 SQ.FT. A-2.1 - ASSEMBLY TABLE 3-A do 11,397 SOFT, A-2.) - ASSF.MRLY FAr.10R, 3� �48f3R000L'1 DIRECTION OF EGRE88 FLOOR AREAS + 5,235 SQ,FT. E-1 - CLASSROOMS do LIBRARY FLOOR AREAS + 547 SQ.FT. S-1 - SIORAGE L.DADr I AREAr IOW 8Q FT. �; --- U�'� EXIT61 3 OCC, E-I �r 11.944 SQ.FT. EXIT 61GN 111.550 SQ.FT, r AC LOADt 55 I-HR. SEPARATION NEW REMODEL ADDITIOIJ " \I \ EXIT6, 3 - - li / CONSTRUCTION TYPE 11 1-HR ' E 1,239 SQ.FT, E-1 - LIBRARY TYPE ` p<<ASSRpON 0, —�� %; ` – IHR. REPARATION At + 10,696 SQ.FT. E-1 - CLASSROOMS -- v d ( I - _ STAAPP TGI¢OYER NEW 11,835 S ,Ff, NUT SPRINKLERED C!� c, AREA, 9lb 6Q.PT, -da�- occ, E-I % I ® ® SQ,FT, PACTOR, 2tD ( - — —" ---- --- NO AREA SEPARATION U r LOAD, 41! ® a filRl,.9 OPEC FIRE EXTIWGUIRHER CABINET 14 5XITB, 2 I `I ( OCCUPANCY UBC TABLE 3-B, — w "` 1 CONSTRUCTION TYPE V N NOTE. nor ontr4x 19114 A2.1 SLOG, C/) SEPARATION ® � . TYPE Mb4,S TYPE P£ V 1-HR, GANSI: ® I ��i,� 1-HR. A2-1 8 S-2 ►.--1 ►-� 1=7 '; ' i,�; NEW ADDITION 711E I093 CLASSROOM AUUN WAS 1-HR. E-2. & S-2 TYPE V N CONST, N E-2 Qc A2-11 � U - C' I AREAL 0-1 8Q PT. NOT SPRINKLERED UBC 904.2.4,1, EXCEPTION 1, "o I. OCC, E-I HEIGHT 65 FT. UBC IABLE 5-B. OF-= FACTOR, ?® EA, RM, U�,H:U FOR INSTRUCTION, INC. 30 FT, ACTUAL LOAD, 4b THE LIBRARY, HAS AT LFASr (1) u AREA, DD TAMT 6151.FT, I _ Ex1T6, ? EXTERIOR EXIT DOOR AT GROUND LEVEL MCI E-iSTAFF T FACTOR, ?® °� NO AREA SEPARATION ALLOWABLE AREA 13,50 SQ.FT./FLR, UBC (ABLE 5-8, 8X118, 8 I I" �]`EG ANIp 4 _ CONST, TYPE II 1HR a OCCUPANCY UBC 7ADLE J-0, -� µl AREA, 3±►? 80.Pt. - - -`-- SEPARATION A-2.'1 OCC, OCC, E-1 ® 0 NONE. V (~+ 8 PACTOM 300 LOAD, I rf C III NOTE: EXIST. r-Tar, SEPARAIION AT _.__ �j` r MF.GH. RM, 1(t RE'MNN, RF.IrUICF.' EXIST; LjZRAALLOWABLE AREA 18 000 SQ.FT./FLR, I[PC [ABLE 5-0. U EkITB, ? CONST TYPE II IHR NON—RATED DOORS 4 1NRpWARE. , AREAr 1799 80.FT. 4U FT d OCG, E-1 _ _ 7c7 HEIGHT ALLOWABLE, PER UBC IAHI.E 5-0. 3-1 OCC. O n ►-7� �1 I ,(_ 22 FT, ACTUAL - EXIST, TO REMAIN V� l.O�,Rr ?62 0 � � { .� �- IN MIXEO OCC, - - .84 A-2.1 EXITS, 2 ALLOWABLE AREA 11,397 SF ® ® ALLOWABLE AREA 9,100 SQ,FT./FLR, UBC TABLE 5-B. CONST, TYPE V N UBC 404,3 13,500 SF �+ MEDIA �1 �4 �BQQM 4 E-t At E-2 OCC, X 1,5 UBC 305.2.1. AREA INCRFASE FOR w e E �a 13,650 SQ,FT, SPECIFIED BY UBC RF.OUCIION IN ''1004.1 g DISTANCE 547 SF - + .03 S-1 ARF-Ai blm 64.F' AREA, 983 6Q.FT. AREA, 926 8Q.FT. 18,000 SF ® - OCC, 2O OCC, E-I OCC, E-1 UDC 1004.2..5.2. SEE URC 1007.3 FACTOR,2m FACTORi 20t FACT01% 20 LOAD, 91 LOAD, 60 LOADi 41 FOR GROUP TRAVLI. DISTANCE 11QMTS. �0r5 _ EXIT6, 2 EXIT6i 2 EXIT6, 2 FOR GROUP E OCCUPANCIES. .87, < 1,0. THEREFORE OK. R A t 91b UBC 1007.3.3.1 EXCEPTION i IN ROOMS; V ARE;, 0.1 8D,FT. 1 90 FT. MAX, TRAVEL DISTANCE IN I1L.DI;S, OCAT 20 Nor MORE 1IW4 (2) STORIES IN HEIGHT MIN, PLUMBING 11,397 SF - 3q0 OCCUPANTS A-2.1 ►—� �: LOADi 41 0 120 ® Ae PROIrr,TEO THROUGHOUT BY SMOKE FIXTURES - DETECTORS, 30 SF/OCC. F / , E UBC TABLE 29-A 0 - — 9U FT, FROM NO POINTE lL1d1YE ®_ 45 FT. IN ANY ROOM DUES 190 OCC. 190- OCC, 0 2 TRAVEL EXCEED 451ANCE FT. (4) WC (4) WC 4 WC/128-200 UCC. 4 WC/126-200 OCC, UBC 1007,1,3,2 EXCEPTION 1 FROM ANY U) LOCATION IN SLOGS. NOT EQUIPED W/ Q �eE AN AUIOMAIIC SPRINKLLIt SYSTEM ONE FOR EACH WATER CLOSET ONE FOR EACH WATER CLOSET ARBA, 102 OQ.Fr, TIIROUGI,OUT: 17ri FT. MAX. 1RAVEI_ UP TO FOUR; THEN ONE FOR UP 10 FOUR; MEN ONE FOR (" DISTANCE IN RLDGS, NOI MORE THAN FACH IWO AOUIrIUNAL WATER EACH TWO AUUIIIONAL WATER P ATO R, 2O E-1 2 STORIES IN HEIGHT & PROTECTED CLOSETS CLOSETS ATO LOAPs 5 6Y SMOKE UEIEC1UHI- (4) LAV. (4) LAV, FROM NO -�-- 175 FT. LOCATION DOES DRINKING 1 OF UBC 2903. •!""t MIDDLE H f� ( ADDITION/REMODEL ) � ` I ) - 875 �' TRAVEL DISTANCE FOUNTAINS I OF ACTUAL I I I D D C T'l`„/O L, 1""'�t D�./ ! I ON/ O / 2 EXCEED 87.5 FT. LS SCALE: r aT NOIR F.XISI: SM01(E DETECTION w �� wROUCr10UT ro BE MO/VnED AS NEC. iAl L1a FOR NEW ADOW.17?EMODEL MIN, PLUMBING 11,815 5F55 4 - 036,7 OCCUPANTS E-1 FIXTURES - 50 SF/OCC, EI Qp� .O.se, UBC TABLE 20-A AREA, F16 6QPT AREA, 424 60P ` E S�s�lc A2.1 RE , A2.1? 6QFr REO-D. AREA, e3 13Q1= OCG 20 OCC, 119 Cc, 1190 C. OCG A?.) EXIT OCC, A2,1 FACTOR,?m FACTOR,?ID PACTC% I FACTORr 1170 LOADr 9 LOAD, 71 ` L.OAD, 313 LOAD, 4 EXITS, I 6XIT8. I 1 WC/40 OCC. (J) t WC/30 UCC. (4) WC EXITBr 2 EXIT6, I 119 OCC, (3) LAV,� 119 OCC, l 1 U1V,/4o ocC. I LAV./40 OCC, (3) LAV, '{` a1BL0_ 0_QKe" 4-T& `+ �i �Q1 ! AREA, 443 60PT R STAFFi.! � � (^ � •, �� I� OCG, A1,1 I.Q13RlLR __m129cNP FACTO ,?0 WITH OEFP REN� OQi) ` / C� \ LOADr 29 8 OCC. GNi $ OCC, Q ( ( EXIT6, I - (1) LAV, -- - (1) LAV, ARRA, 14`.'16 0Qrr � / ` / �T 1 WC/15 OCC, I LAV,/4U OCC, DCC, A2.1'1 FACTOR, 1 _ _ _ 7 TEACIIERS O 1 IEACHER/CLASSROOM LOAD, 214 i _ ^ -I + 1 LIBRARIAN EXITS, 2 _ .� 8 MIDDLE SCHOOL STAFF REGi'D UBC 2902.3 Tl_T. RMS, SERVING 15 OR LJ Exlr CORRIDOR (0 FEWER EMPLO`c.CS MAY HAVE (1 WC EXIT LOCK do IN INDICATO/ RNACY R.� A ORINKINO 1 OF UBC 2903, FOUNTAINS 1 DF ACTUAL AREAr 433 WPT OCCi A2.1 PACTOR,300 / / f LOAD, 2 i f EXIT6i �• i 11J AREA, 6632 8QPT ABPA, !fA EQPT OCG, A2.1 • OCC. A2J PACTOR, 19 PAC1ORr 2 — ATli-7Gi —i:tlllDi"f " ExlT61 13TO&WIZ, AIREAr '134'1 OWT RE-As b4 50PT OCC:, 6-1 OCC, A2.1 \ FACTOR,900 PACTOM 300 • • • • LOAD, 2 LOAD, I EXITOr I EXIT6i REVISIONO r ) � ' � cls � •, � Ls�:c�cc�REGI'D, I r: EXIT c') I x N t� 2 C %T--MNA51UM (NEW CON5TKUCTION ) r� I 5r.T r.)AIL= 3/"-,/03 F II_L� a67.1..0 - JO5 211;"1!:x.2. c)x CV UY 5 n 0 I BUP2003-00214/00132 r_ = Mckenzie Str 9835, 9905 x tt LS 2 of 58 .nJ Tri CONSTRUCTION SET (L Y, M,\`�; I\al.nrrlllc�lry\21 12 J'.i\CLI\ e NOTICE: IF THE PRINT OR TYPE ON ANY TI f"l I I III III III I I T IIIII 1I1 1 1 1 III III I I III III I I I ff I I I III III III III III III III III IIII 111 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 111I I I I I I II I I I 1 1 1 1 18 1 1 III III III 1 1 1 1 1 1 1 11 I(I 1111 III l l l 1 1 1 1 1 1 1 I I I I V I I I I I� UU { II 1 I i I I JJ ! 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N V 1 t /., , ,� \ I I MASIN I. 1.4' 1F 8' W LGE 16,,.y 1,. f '1' 16Fi,ll F)I) I(1 JUIIJ'f N134S.3, 143'.15 t;l:, NW _ .r---••- , y ,'F Q: `�\\ \�' \` .h� \ 16L7 1h\� t � CL3-11 CA'fCl-1 BASIN 7..1'x1,2' '164.13' C/L CURB 161.`.1 3" 1/'- NI: 163.7' 12"-f•/- 5L 1012.7' ` /. / /•. G PI -11 JOIN 1 1)1•"9632, III,)() S1 NW o !/ / l I X . \ \\� S - I'P- 12 J(11Nf /flaf3i, 1'!93 ;il_, NW, !,W 1" s`s' /j ) J // \ % Jw", '\, `/j•.,;':'e-1. -\\` CB-•1:S CATCH [JA;'iIN 2.7'x1.2' 161.1' C/L CURB ib1J.I' 4"1•/ NW 1`59.7' 12"-I/•- ' i_ tal3,I' I'1'-t:i MAIN NO I nl4f.l_ `.iW / I. �\ J �\ `' ; I;' 1/ 4"i /- :xl: 16111.11' .,-'-_ '; 99,3 t / _/ \ \ \ ^`O ' �` �^, 1i �// `8-14 CATCH I ASIN 2.1'x1.4' 160.8' NC E.UGI: 15Y.5' 12"I _ SE 15)1.3' 12"I - SE 161.7' I I 14 JUIN I r1fi6 1 ,, ,I: NW, /� / \ \ ( L3 I)N- 1' 011 f //1:SEiQ 195(1 5.., W /aa, % j,` /ii j0f...I \\ \ \ \ t > 'x \, '<!*a ?/ 1(1' 1�- $W 1`:,f3.:S' / 'JOIN 'f' N1. L3nL ILl U ' L F' \ '•'•. " I I 1101 Jo1r1r IE(, ,.111,-1 NE., .,>n, ..�., NW � ..•.i..-• s, / .�.-.___....... � �''''. _ - .. . . _. 11 r• 6� \\E�� y, b� Z. •% Cf-J-.. 0910;11 1)A ;IN 7 7 xJ,a 1Fi i ,) C/l. ('llril3 1fi7 2 N/A 1O I /- ,W 1611,0 ( t 111 / v' / ° / \ / •\, y •\ _•:• f - ' 1)[1-11 JOINT �j,SJ NW, NF., .,l'V . •-'I r-• ;r , �/ / � ,\ \. ,,�� 1�glx �� �,_V___\ U Cf3-16 CA'fClt rin4ilN 7.1 x2,3' 164,0' C/I_ 0111211 Ifi1.Ei' 1U"F/ SL 161.(1' 1( " f / NW 1f,1,4 I'h 163 JOIN I ft74�0, 198:5' NC, �W, ;iI NW "� ( / \,, \ "t, . �a .� ,\ -1G CH-•17 CATCH HASIN 2 7'x2.:i� 163,3 C/I C 11.01 tfi2.4' N/A 10"1 /-- `iW lf32.U' PP--19 JOINT Jl,'i10(;, 1964 SL NW / / r ! 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'URFACE URAINA(, it - (.ON T RAC10R SFIAI..I- POTHOLE TO VER I FY L OCA1 I ON AND BA(1/2 Wc �^� 1 ETAIL I HIS SHEET ) "/ 1 ;' ` >< lush .lu r�. `• � i l_E G E N D : or ALL- uNurRGROUND U r i I._ T T I F,s PRIOR 1 U COMML-NC I N(' (TUNS I RUCT I ON • l I f I , ��'�• ;, ,, r ► -"-•• / J„- -- ••••..,[I�1'� /,•'C''r ;' AND SI-TALL CONTACT 11E8'1'LAKE CONSULTANTS , 7?• I'1Ul1R�i ��',, I 1 / !' v !•-' 1 r PR I OR TO COMMLNC I NG WORK, -ILO UE _ERM I NE PO I EN I 1 AL PROBLEMS. I 1 tllar • e� H.; •..e, �; a n I , fly :O STANDARD GRAVLL CONS 1 RUCTION ENTRANCE «_ ,, r: rrl l II II i II r, I ' I,� I III i ...r,tf) .� _ Yr fy � , ,I 1 11, I I � I. ,I', � .1 . � •n I. � 11 `. '. "p.r_;., in 1•, �. '� ( Cl �r r C A-fTEN1� � ON: � r t' '� r.1, y1 c. ', :1.• �E-r UAI r:. c)3 �.� u.i ,r.����� L / Ull _ U I� U ( l1 _ 0' G N LAW l I RLQ Y ) rU FOLLOW RULES -_ _ L I � I ,' 'r• W Z I S AUUP I l:U f.lY 1...M�r . ,7.• r.l .a.`fI.M�MYP�l'1�"r�Y» *M.1 �l�v 1. ....., i r,: 'rA'. „V� , r. 11'! .1 'r l .• ”( 11i ) , .i •. .I ,1' ;... •_ .•.:G,...-afnl.-' .1< .,.'... �..� �.I y. ,• {.I i 'a..1' , I.. I '• .1. r � I -.,......at � wr.4�4>' 1a1..ki,anrr M•�Irw.<��+mlwn n I� j r\y' in 1 -,, U1 •'� ,"+ A^ ,• i, '1 b, }'' :nw'"" iv ,•� .f i„ _ _ OREGON _ I CAI N CEN I Eli. T11051 RULES ARE: SE 1' l r- IJ ^ ,.«.. , - _...... (.'+ ... �._ I-ILL: 109501MGI.DWC l ,,, ,„.rr+,'• 111 11, ���</�J.1 II; ,,;�''+ 17c r �'. TI IF ll I I I I 1 Y NO I•I I• -I 0 I UU 10IU ; 101130 11.1 46 I I ' 121 dO 1? I'6U 'T3 ''l_0 1,3 fiU � 1' '1' 151 0, '�'"" FORTH IN OAR 952-001-0010 THROUGH OAR 952-DUI--•0090. YOU MAY _ 'j --- {� -- �. I I—_ ; �.�ail'�'� STAIVUAIZfJ INLET PIZU I E:C'I TUN J_Ull: 109, --UU9 _ 00-FAIN COPILS ES OF THESE RULES I3Y CALLIN(,'N(; I I II:: Gf_N I f_IZ. (NOIF:F: T 1IE: ,{''” f'' _�._ �- ;I''J ""n 7 TELEPHONE NIJM13ER FOR I HE OREGON U r i L I TY NUT-I F I CAT I ON CEN 1 CR I S DWN: CN I CI IK: KAS iry S,w MCRFNZ'IE '" STR T y ��.� 1 n^ �' 1' (50.3) 2..32 enZlB Str. 9835.9905 , •f. , 1 r {I :' yl � BUP2003-00214/00132 �, 0 SILT FENCE4ot 58 M UTILITY STATEMENT THE UNUE_RGROLIN D UTILITIES SHOWN ARE PER F I FLU MARK I NCS AND RE=COR r4 I NO-IE: DRAWINGS PROVIDED BY THE RESPECTIVE U I I I_ I fY AGENCIE=S. l_OCAT I ON O NUN-OOSERVAI31_E AND/OR UNDERGROUND UT I L.I T IES ARE SHOWN FOR ; SEL TREE MITIGATION PLAN (BY ARCHVILCT) INFORMATION ONLY AND ARE NUr GUARANTEED TO BE COMPLETE OR ACCURAIF. w FOR REMOVAL OF E=XISTING TREES, Plotted an Apr 23 200.3 - 3:44prr1 Xrcfs: 109509XM 109509Xt x-gyre I(elly bldg _ CONSTRUCTION SET 1 � A t11- 5lif-FIr_: NOTICE: IF THE PRINT OR TYPE ON ANY ri1 lil lil lil ' lll III 111 11 III lil ! il I 111 1111 1111111 III III lil I I 111 1111 111 1111 III III III I I lil III III III III I I III I I 111 1111 7777777 III III lililil III lil lilil}lli a�) r� 4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 I I I G I I I I 1 4 I I I I I 6 I I I I I I III ITIS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT I� lli� iliiiiii � lilllll�IIu-�_L11.1milill -8ZZ iIZ U 81 i8II iai�GITi941 1111LIII% jljj�jjl� 97 6 iiZllllliiiiZ ii1iiii [u111!di II ----I I 0 1 y`c' �(qt L '1-i .�) I. 4. 1- _,j,-\/'�V`�/" 1" ,'1 , t. 'r t-- cam.) r i �" IIs ,.f (1. ,)i i 1'` ( (I a WAIER LINE CONSTPRUCIIE)N NQ3 �� - - �(��'�'� -- , I - Iv ,�' f> / ���_ ���OVL ,iJ,Itf-. „' u) 4 v 'I 111 ` AN FS-1IMA1LU 12 PERCEN f Of- Tl It. WA II-R SYSIEM COST MUST [A- ON DEPOSIT' PRIOR I0 �) i 111,__N/___v__ -- FXIS MANI I AND1 F L A NEL, 'v) � 1`1 1 ,� fi,IiI:GINNINGy CONSIRUCIIUN UIJ WAILR I INl S, ANU IU IZLCLIVL A 11 W ((;TTY OF IIGAl1D "' r('1 (.UNTIZA(,TUIZ SFIAI_L POTHOLE TO VERIFY 1.UCA1'ION OF' AI_L `1=:XIS TING IE ANh CFIANNLL, UNDLIZG ' `' '- a�J(' t��\• w a NO INSIDE UfZUI IZUUNU UT I L I T 1 E5 r R I UIZ TO ( UMME'.NG I NG GUN.,I(ZU(,t I UN - ( t .' PUBLIC WORKS, WA DIVISION) S1 AMPLD APPROVAL ON CONS IRUCIION PLANS. // lr�r.•_.. %`"' _ .. h I"' AND SHALL PROV I DE WESTLAKE CONSUI.TAN,TS INC. 72-HOURS ✓ `,- 1_.._, / 1,1 4. 1 IL IN=156.76 _ �. I PRIVATE"LATLIZAL BUILDING INSPECTION �' . I ONL SL-•I OI- IPW Sl AMPLU APPROVED PLANS ON I l lL r.• ! I 1.','1. REQUIRED FUR •LINE, ENGINEERING /_. t( !k,.! ''' - 16 5 NOTICE I CE OF ANY POI I AL CUNT L I(.I� II iL (.ON I IZA("TUIZ SHALL MAIN I A N h I '' I 1 I _ .... - r.,;.r'r ` '<'; '•. �' '•. t ' '%' ' 1 INSPECIIUN RE UIREU 1=Uf2 TAP �+ /�r 1` 1 ,.�;,� ' COfJS I IZUG I TUN SHE AT ALL IIMLS. Q 1 is,t�y,' w .A ,.1..>'.• a,w,r�.a..++I.uM1611M=,� .�.r»'i .✓. "lc.r.3..�1n t.TIC,JM,,,,", ,I,-»,i"-".'. n-% - .1,,,l. ._.... - -- .iiG.J. M^c.'`.0«F': all- - 1 •� / h, Oil) I ,� 11.­ 1. 1. W-4 ., .-. , .__ ... 1,1�,', � (,n.:, __._... ._. _....._....__. , � _....... ,,. ,' � , I t,/1`"�•• �- :�•- -:. •UAa ••••�...:.:.._. >.:A.:�• ... . , ....- ,-_-_ � ,,_.:,.., :.:::_.�-�.._.._..._. . ., 1 r•;,..., - � �'1 .• ATTCNT I ON: OREGON LAW REQUIRES YOU TU FOLLOW RULES AUUPILU � mac.•, r CURBS MUST LIE IN PLACE PRIOR 10 INS FALLAIION OF WAILR MAINS WI II IIN NLW 1' �' r �/"`"" (.', ,) (,! . _ r " _...-.. SUBDIVISIONS. `ll" .) ,1 I k;, -'•"- ._ I BY -11IL OREGON U f I L I TY NOTIFICATION CENTER. ITIUSE RULES AIZL SET r d'•I(' I, ,___,r - ' 952-001-UO 1 U THROUGH OAR 952-UO 1-0090. YOU MAY wto ic.,...,,...w r..e .. .. ••� .s�-• 5�'om'w.YY.�Y,... -CATCH-BASIN y �, __. -_ .. .«,..�...u.+w••.m..•,n «. __ - "7f 14+-MH FURI FI I N UAPZ rI NOI IFY 111W, WATER DIVISION, 48 HOURS PRIOR TO COMMI..NCING CONSI RUC-11ON -1 O EDGE OF PAVLMLNT �rMO`EXIS I ING-CATCH 11A51N ( I - OBTAIN CUP I(LS OF THESE RULES BY CALLING THE CENTER. NO FF: 'IIIE w "^ SCIILUULL A PRL-CONSTRUC IION MEETING. ILLt=PHUNE 639-4171. - AND CONSTRUCT CWS AREA DRAIN TYPE II , - 111M 1G:S..) ;� ( �o - ___ • •__ -_./I,, •._•,- - _- _. •-•• •_ - _ �'; VERIFY UFI 1I I OF K WATER PF11OI2 '10-.,, II: U(J I NW 1.i4./ TEl_f_NFIUNL NUMIILR FOR T FiL OREGON U T I L I TY NOTIFICATION CENTER I S fu,,o 10 )w y ,1(�FLOWI T IIZu•u 1 AT H BAST ). I _ .:.. ,�:1'`' _._ ,... _.._.w._ w- Y'. ' NN SEWL12, GUNS I ICU(.I TUN r �_„ ..wr!C.. ,;I +,�..._:_(,JJ+� ,I� , (.�f� _.,,I Ir1,y..._ _ 4 �r -w :�r'w•;,,,�,.a, .,. ,.,. ,.,. w,.� . ._... w yr _. _. ;� -•w (�U3) 2 3L-- 1987). L1_ WORK SHALL L3L IN A(,(,URDAN("L WI III AWWA AMLIZI(,AN WA I LIZ WORKS ASSU("IA I ION 111, Ir. �F11 .. F - -..-_.r j 1..._ ._..... r'�"__._. . �'1 r f t �, h , J - ALL OU IFALL �. " :, J k [ �� 1. j 4tY, ! •:p,v rlr �I:.l I'�I1 'y •w!i'�)r'116 "'" • ��1 -, , 1)lfil "!�1. "if.'{(( p , ,'I it1 1 . ,1. _ . • J Eti ,,_ UTILITY STATEMENT IL-161.2/ ,, y ,:' ,., �y,,.,) ), 1;.._.. ►.,.. .:'• ..�. »...,,,. ,+„r, ALL WOIZI< WILL BL: INSI LC!LD AND API IZOVLD BY fl W, WAILR DIVISION. , �: I� , <" � .1 -•••~• �-- _ - - -- - - ,, i+ 0 lu ` �:` GOIL I f I .��,n I' r, `'(fit (1/ IZEMOVk AND IZEPI ACE ACC THE UNDERGROUND UT I L I T I ES SHOWN ARE PER F I ELD MARK I NGS AND RE CORD - - I t �( j Iu, ) AS NECESSARY FOR SANITARY i DRAW I NGS PROV I DED BY I I IF RESPE(,r I VE U f I L I 1 Y AGLhC I C.). LOCA f I ON UI- ., nl-I_ PIPE L nND 1 I1-I IN(,S SHALL BE DU(, I ILL" IRON, GEMENT-LINED, OF NEW MANl1F ACIUfZL - _.r ', . I '1,, I, �, �,) c� , 1' ,,;.I) SLWL-R GONSIRUC I ION /,, NUN--OBSERVAIJLL ANI) OR UNDERGROUND UTILITIES ARE SHOWN FOR " AND MAD1 IN '11 11 USA, PINE BEFALL 13L "TYi(�M° JOINT UUCIILL IRON, Cl_ASS :12. ALL "'- I I I I (i �D / �� _ , [310-SWALE j I I 1 ( 1 I I NFUIZMA f I UN ONLY AND AIZL NUT GUARAN TEED TU HE. CUMPLE I E UR ACCURA I E. f I IFIINGS STALL BE MJ (MECHANICAL JUIN T) UNLESS UITTLRWISL SPECIFIED. iA •'r` I I 1 f) ' 'r � ) t __-_-_ _ _ L = 110 LF I �~ �;, I o (r �,;r � j„ h � a •,1 1/ S = 0.5% MIN. j DIIGH INl_FT �,� f' I., W , Qt � I COVLIZ FUZZ ALL WA I I:IZ MAINS IN SLI AND RIGI Il S-UF•-WAY SHALL 13L 3G . 13ACK1=ILL SEE NOTES FOR SEE PROFILE I I ) !I 1 I ,/ �� t 11 . "j SIIALI_ BL 3 4'- U" GIZAVLL. ( - - - 11 IIS SHEET ® I ,,,I; I V -._.-_ u. ) I).j, 1 GENERAL CONSIRUC110(V NO-IES v) '/ ALTLRNAIL DETENTION) I , � 1� > (�. � >_ : `.16 / ♦ 6r1, I I I 1 rr e - f � , F r ,� ,- - - �" - - ` ( \ I` �n-- /c •' 1 1 ;1 ,. , ; . 1. IIIE CONIRACTOR SI TALI VERIFY 111(_ EXACT LOCAIION OF AIL EXISIING UIIIILIES, PItO I I.CI U I ILI I ILS l O .� .1n! nLL VALVI. 3/4 01 LRAIING N1115 SI TALL 13E WI FAIN 36 OI• FINISI ILD GRADE, U If ILRWISI_ I I I \.� _\_` .•, �'-- ►- (, !,,? ' , \ ) ' ., ,_ ..•-. •- I : ' REMAIN ANI) RF.f AIR CON IRAC IOR CAUSLU DAMAGE ACCORDING 10 LOCAL STANDARDS AIJU A T IIIE F4 P4.1 Cc,, VALVE UPLRAIING NU T EXTLNSIONS WILL. BL REQUIRED. ! \ 1; 'iu` '?. " _•. rl \ til ala• °\ 1,,., I I I ) �. CUN IRAC IOR S LXPLNSL. '�j U pr VALVE 1 rl POURED ("UNGIZ['TE 11112UST LI_JCKS Ol' AT L_CAST EIGFIT SQUARE FI.L_T OF•' BEARING { \ FL 157.7,6 .• •I. -4• ' , t,:j 1bb" 2, A[_I_ DIMENSIONS ARF: 10 HACK OF CURB HUIIDING F-AC: AND PROPr-_R1Y LINES UNLESS 011111{WI SI: NO1LD. ), f)' c. , u I a SURF ACE AIZL. RLQU:RED A T LA+✓11 TLL, CROSS, AND BLND LOCATIONS (SEL- DETAILS FOR y.� II'l I �4 \ "� ,.el .1 '• •"i•i SI'Of Fl_r:VA!IUNS ART_ 101' UF' PAVING SI AH (CII I ICIi) UNE[SS OIIILRWISE NOILD. PROPUSILD CUN IOURS 0 I U .p MINIMUM HEARING AREAS) .,,,� 11 I •.•` ,�, / 4 , .� RLPRLSLN I' IINISII GRADE AND/01? 101 OF PAVING SLAB. Uul I I \ a�.., „ ..._. 1 SEE AR .I IITECTURAL w. �",n , �r : ; `,y, ' L CIRCULATION .t,,,, // .. ._ ,. - - I I : ; '% -,(a 1 �`r-.j' 1 P ANS FOR CIRCO ON �, j. VLI(IF•Y WAILR AND SEWLR SERVICE LOCATIONS AT DUILUING AND Si SES WI111 MECHANICAL DRAWINGS. 0 ��-' /. A 4 X 4 X 8 0 , PAIN 13L11f , SIIAI_l_ BL INSTALL[-U IN FRONT 01= EVERY 7--INET! '�"�, " �° "'°'G "I (1( �IItIA►► 'T. ' _] 12 SfOfZM DRAIN .� ! \ ' `\, "�'� ' o ..I / ROUTE DETAILS. 1 ). ''(� I W WAIhIZ SI.IZVI(.0 LO(,AITUN, AtvU REMAIN llil IZL UNTIL IFIL WATER MI_ILR IS INSTALLED. ALL PVC ASTM 0303 ''' "' �`'e• '-•.,�'`�,_ . N �n". r. r I `, `• 4. IN IIID EVFNf OF ANY DI5(:Iikl'ANCIF.S AND Ult k.liltUltS IUl1N1) IN IIII_ DRAWINGS Olt IF PROHLEMS ARI: `� a I ' I 2'-INCH WA f1.R SERVICES 5I IA1_L. CONSIS I OF A MJ X 2 IPI TLE ANU 2 IP f X 11 U L=225 Lr,"`S=O;5%••MIN."^-•-- -•-•-- �"""""" �" ``-_-`" U. ® / ) �' �';.:'1 (. � F:NCUUN IkIZLD DURING CUN51(2UClIUN IIIE CUN IRACIUIZ SHALL NU TIFY THE AIZCFII ILC f BfI-UIZE I'IZUCf EDING WI II I COMPRESSION FITIING AS MANUFACTURED BY MUELLER COMPANY. I I ,•,, � '~ :��(,;'� (,. )� r ' I WortK. -- - ' .. ,-. .. .I' L►) J 1 •,\ �• f� ,p I I I `�) 1"` Cz``, 3 t �'`( r 5. IIIE CUN IRAC IOR SHALL GIVE ALL NECESSARY NUI ICES, OBTAIN AIN ALL PERMITS AND PAI' ALL FEES. 1.11? I IYDIZAN r A`.:SEMC31_Y CONSISTS OF A MJ X G" FLG. (FLANGE) TLE, G" Fl_G. X MJ GAIL I I,.'i� �' `••.y ".•, % !i�i ( �t r,r r\ CJD � VALVE, G" MJ X MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION 1 IfZL HYUIZAN f, I I I , ~�.``` '. I rJ I''. ' - V 1 1 , 1 „ _ _ 1 NST : : \ ` .,, 1161 ' . " >- 1 . ,,Y1'.- • •tib G. ALL DAMAGE 10 EXISIING 1 AVI MEN T OR SIRUCIURES TO REMAIN RLSUL IING FROM NEW CONS IRUCIION A-142, G MJ, 5-1/4 MVO, 3-PURI (2-21 NST HOSE C•UNNEClION, 1-4� NST I I ;' f "0 " `., •• -- •.-._ (d 1 ' t%''1' SHALL BE REPLACLO BY LIKE MAIL-RIALS AT THE CONIRACIOR'S EXPENSE. Pl1Ml CR), 1'� r( NTAGON Ur CIZAIINV Nlll-, 01 ENING LEFT, COLOR: YELLOW; APPROVED ROVED _,..,. .. I I " ; "�►: , c t._ •. 1 I I �l �� I,�--»I 0 EQUAL: MULLLI_IZ CENTURION A-423, WA TLfZIUUS PACER 6790, CLOW MEDALLION ,(,,, ,,,�.r,t �' 1 ' r'}° 7. rWAIER AND SEWER UNDER PROPOSED OSLU PAVING, [ RUI OSLO SIRUCIURES AND WI II IIN .) ILLt OF .....' ,- %11 1 .__, SIftUCIUIZLS CLASS U (GRANULAR) BEDDING AND BACKFILL SHALL BE USED CUMPACIEU 10 95X SIANDARD I� Q +4 I - 1 I �. 11 �,.,,� 1 r ,kO ULNSIIY. P 1 ► c) LACI I FIRE. HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH I% - , fb �' •- CIJBIC YARDS OF CRUSHED 2 - 3/4 DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF 111 -- •�'•'-•'_. -'-'••••••• -._ �,•�' '•. \ 1� , ,,,,, _• .__...,___ e. FOR Wn1ElZ nIJD SEWER IN All. UlI1LR AREAS CLASS A NATIVE MnIEIiIAL f1n(:KI II_I_ MAY UF' US1.0 WITH �, �') _-„ ( ) IIIE DRAIN IZUCI< TO SLPAIZATL T I IE RUCK FROM E AIZI lI COVER. �"�'`'•' :•)I 1 I (7) ''1 ill ,• 1 GRANULAR IIEUUIN(,. 13ACIUlII. 5HUUl.D BE WELL CUMPACIFU IN 6 l_II TS AIZUUNU THE SIDES ANU ABUVI: IIIE v \ '" ,-( I PIPE 10 90'7 SIANUARU ULNSIIY. BACKFILL MAIERIALS SHALL UL FRILL UI= LUMPS, CLOUS, BUULUERS, f-ROLL•N r14 ALL SANITARY SEWER LINES WIIIIIN 10 FEET l_AILRALLY OR 3 FEET VERTICALLY OF A WA ILII w.-4•,,, / / / ,� `,L ti).1 e 114� GO �_- MATTER AND DLURIS, f6 MAIN SHALL DE ENCASED IN A RLINFORCCD CUNCREIE JACKET 6" THICK FOR A DISTANCE �''�4,. ''I/ ./� / �-' `� SIV (', .1 u'r u�j _ .... . - _ _ "'11«, '� ~,.. - , AND T V SLRVICE SHALL LIE COORDINA I ED BY IIIE (,ON IRA(,I OR I IL" Of- 10 I'[--I.:I ON BOTH SIDE- OF THE CROSSING, WHLRE CROSSINGS ARE NECESSARY, THEY ,I •w,,_.- ,� „ �,.... ,,. �" - w 9 �r_[�c� )rh, rns Willi II ►- /, _ _ �_.,, `` U.,,�` �s.. - ..IGF) , „/ k ' a "`:::.. _.. .._I1 Af I RUI RIAILAUIILf1YICOMI ANY. -1 x �... _. "..__ MUST B- MADE-: AT APPROXIMATELY 90 DEGREES WAIT AT LL-AS( 18 OF SLPARA I ION 13L-LOW -. a+. - 44.,4:.,,, I. „G r/�`+ 1 � , I� )� ......,_ J IIIE WAILR LINE. M► "' �y. `:,1,� t. :<" 10. CONrIZACTOR 10 CUN IAC I' Cf1Y OF 11GARD 411 FII�5 PRIOR 1U lAP IN UItUL:IZ '10 CUURUINn1E FUIZ WUI2K IN ,� ' �') `'/ „a.,, � t •,t . ` ,q"10, ,. -i W .) I 111L RUW. PRIVA I E MAIN I U BE IES:LU PRIOR IU CONNEC I ION 10 MAIN. ', ALL MAINS WITH A STA TIC PRf_5SURE 111' 10 100 PSI /POUNDS PER SQUARE INCI1 SI TAI L / r "' ��� ?'y i =+ �'�i( r;,w :-.1 '' �" C� ' � BE IESrcD AT 15o PSI rOf; 1 ITOUI� WITH A MAXIMUM LOSS OF 5 ('SI. WA1LfZ MAINS Wllli / .'' r 1.l ,• Ll -�- • *• 11. VvI lI_N CONNLC TING TO EXISIING, MANHOLE CUN IfZAC1UIZ SMALL SAW(:U f UR CURE UfilLl. IIIE WALL UF' IIIE . w ,f _ , _ , _ - / ,..,.. ____ _ ...._ _ .,.. / r ; 1.,,: 1-I C l �'�,•...,.. . _ '"•"'`'" ' .,,,�, MANI FULL. U u: A STAIIG PRESSURE GREAIL-R THAN 100 ISI SHALL BE I RLSSURL IESILD AT 1.5 TIMES 11IL- , _ �• ....�,�,1.__ _"' ;,, , ;," .� j' ,. , �e -tTta -�- �_.,..,..I S TAI IC PRLSSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. "'' -_1\ `"' "' ,-.- . _ ,f �f1' ' ,vl t, I ".`'';. .••�•, 10 Y - - _.. `... +I;,"'---•,I_ ��^ 11., f VL PIPE CUNNI:.(:IIUN SHALL HF f RIMf_U USING SOLVEN f CEMENT AND CLEAN SAND AI PLICA IIUN. CUNIRAC TUR SrANDARU STORM - _ �• •�'T • ... •;:' (:, (' _ .. SHALL USE NUN-SIIRINK GROU I' AROUND PIPE AT CONNECTION TO LXISIING MANIIULE. 'L J •1 UPON SAI ISI=ACI UIZY COMPLETION OF 'I r ST TNG, THE NEW MAINS AND CONNECTIONS TU DRAIN MANHOLE ""� " "' r--•- --•.. ' r ;`,.. `, W 1 D ) of _ _�" PROTECT EXIST R`4 ,' �:.;S,,III `�"I; . " '�`~ "�- 13. 'IIIE CONIRACIDR SHALL HREAK OUT '11117- EXISIING GROUTING IN 111E MANHOLE BASE AND REGROUP IU PROVIDE CXIS'lING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR Z 10 IC OUT 161.40''\` •~ � �., I. (n �-•. • DISINFECIIUN, I L.USHING VELU(:I LIES SHALL BE AT LEAST 2.5 FELT PER SECOND. .f;-' �" '`I �',•. CULVERT'IN ,�,,:`• --:::. • �.�" -. -• sMOU( FLOW INIO AND THROUGH IIIE EXISIING MANIIULE. 1. IF IN = 1 G2.50 1. DISINFECTION SHALL (3L IN ACCORDANCE WI11I AWWA STANDARD CG51-92 INE STATE - ''<. :' a`•�""+,, PLA E'�. � ;':, CLEANOUT � " _~---� ___ . _ " I •, _. 14. USE INSILRn-TLE 1`UIZ SANITARY SILWEt LAIEfZALS. Ir Al_TH DIVISION ANU CI TY REQUIREMI.NTS, IIIE CONTINUOUS FEED MEII-IOU OF \ /' �1O STORM DRAIN r'' ' ` '„�-• FLOW=166.35 , _..-.=:�� ..._'� 11 r DISINI=ECTION 51IAI_L DE USED. DISINFECTING MIXTURE SHALL DE A CHLORINE-WATER '11 � PV(. ASTM D30a4�, r/ ► '1. �,� � -� --� f=L� 1G1'.37 I „�.��/� , „ SULU IIUN I LAVING A FREE CHLORINE RI11 =SIDUAL OF 4( -50 MG/L (MIL I.I,,IZAMS F LIZ LI IEIZ). '�, r , ,: L=72 LF S=0.50;x� .�L'. �'' -'/ •`�, �, �' - ts" STORM 1 DRAIN p f r, ; , .,�, 1 I U ZE L B PREPARED Y INJLGTING A CALCIUM SODIUM ." ,,+�' -� :. _ � N `I FES IIIE DISINPL.CTIUN MIXT f WILL BE [3 / r''; . PVCIiA5TM 03034 • �•••.._ u11', - x I,;r' >• IE 16-4.86 � ' ; '�'')'1 ," f FYI UGI ILUIZI TE AND WAIER SOLUTION INTO 'IIIE PIPE:LINE AT A ME/�SURED PC:)l LI ILII ADULU w' ,iy ... - l W•, ,- \ 8" STORM DRAIN IL-7 LF,' Sffi0.59 MIN. I FnZr ' IZAIE WHILE FRLSII (PUrAHLE WAIEIZ IS A[ _'D -10 FLO'N THRUl1GH IIIE I'IP[_LINE SU u (`' X' r/ '`'' �., � '" .. �� ' v . �. HYUIZ N11' %. ATTENTION GAS AND ELECTRICAL CONIRACTORS: - \ \ )11:; . ' z �. ... PVC ASTM CJ.S034 1. .. II IAT THE CI-IL0IZINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED •'r' '/�` ,�C .4la, , ' `• -.- 59.93 LF of 6 PVG,' II � 1 :�� "Inw " '' '' Q L=170 LF, S=0.5% MIN. CONI RACTORS TO COORDINATE WITH APPROPRIAlE FRANCHISE (CHLORINAILD) WAIER SHALL BE RETAINED IN 111E PIPE=LINE LUNG ENOUGH TO DESTROY ALL \ -`, v, %, / �` SANITARY SEWER 02.0% (,IA ( � , NONSPOR[:-FORMING BACTERIA. lYPICAI_ REIENTION PERIOD IS 24 HOURS. AT THE END OF ;.;�'' ` ✓' " ` , J U IILI TY FUIZ FINAL LOCATION, _ , = 1 - _ I_.LAST �, :.7;'. N f''r'� .0 ,�'�'' .- ,{ ,r' \ r,�'' 1. .,._ 1:L 162.57 �i�.. j , I I II_ 24-I IUUft F LfZIOU, TML PIT CLINE IS TU IAVE A I RI_C CIJLUIZINE IZC5IUUAL UFA __._...., W.. '' '<:, '•' L:'.., ` \ �' ' r (1r�' c; ,� .. - X8.41 ALTERNATE TO REPLACE UNUF:IZG(ZUUND DETENTION:1O MG I_. AFTER SAl1SFAC'rORY CHLOIZINATIUN FLUSI I TIIE WATER FROM 1H(= L.INL UNlll_ ; ,�(r;. '` '-' , / �'''� ":'`, ' \� �;' ' o/ ' "•'• ' '• �,.) y' (,,, �� ►_ ENLARGE WATER QUALITY SW SHOWN; 10 ACCOMMODATE ~No" �:. 1.1 AREA DRAIN , i! t " ( - ltl1: WAIEIZ 'IIIIZUUGHUUT IIIE PIPf�LINL IS EQUAL CHEMICALLY AND BAC1L(ZIULUGIC<I!_LY TU �'",,1'(1�'�';' _ DETENTION, APPROXIMATELY 2 FT. DEEP X 3 1 2 Ff. WIDE IIIE PCItMANLNT SOURCE OF SUPPLY. 1,`: • J.,. RIM-169.5 CO ""-� I �' Ei D.LP. FIRE LINE�� - / . » / r . FLOW LONTRUI_ + CO J W 45' BEND AND v' W H FLOW CONTROL OUTLET STRUCTURE. �,.{' : i') IE OUT=166.8 J / �/"• ..�, MANHOLE doI ri DISPOSE OF THE DISINI-EC ZION WATL_R IN AN APPROVED MANNER. UO NUT ALLOW "� SEE UF'tAlh 1,',f';•\ •', ' " i1 �4�eEN� r) �- I- DISPOSE WATER 1-0 FLOW INTO A WAIERWAY WITHOUT ADE:QUAIE DILUTION UIZ OIIIER ''� ,� 10" STORM DRAIN FL OUT - 163;22 � '' y: i J It- - // 1 1 SAIISFAC'I0RY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL_ AS "'f PVC ASTM U3U34 • ,`� � "`` � w• '•" •� -�-- / r j - - - �• 1=L IN = 163.32 , ti /11 a e I I � 01 i ,_.... r,,..,,.,...,. / I f U) MANDAILD BY DEQ. AIILR DISPOSAL AND FLUSHING OF TIIF DISINFECTION S01_11'11ON,� L=72 LF, `,=0.5% RIM=171.70 '.'\ ; 1 "' � I I., I. \ /� �-''•,,,� - � * 1, 1 11ICRL WILL BE nNUIHCFZ 24-HOUR RE1LN11UN PERIOD PRIOR TO BACILfZIULUGICAL 1(._.)IING. (T•1) '1;%A "' / ! ' ' \I AREA DRAIN I I ~ F3AGIERIULUGIGF,I_ TESTS WILL BL TAKEN BY TPW. 2 3G" RCP UE'TCN'rION PIPES F'AfZALLEL - "' �''"'^ •,�''� �r = R 6 6 \ /I .II `` d / ~ ,�,. ,. (" ) (PARALLEL) - +1�, RIM 169. 8 IM=1 9. i�/ I L = 1 U0 LF (CEN I Eli ROW) �`..,., • ;; AREA DRAIN, ,;.; � / PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACI URED 13Y KUPFER lE FOUNDRY, IE OUT=166.9 1 ,'I t1 2.81 LF OF 6 1,, / I : m SI. LOUIS. MO 6;31 U2. IIIE SAMPLING STATION SF-IALL BE 2'-0'" HURY, WITH A 3/4" L = 50 LF (OUTSIDE ROW) (, ; 1 'L. ., 1:1 ..'•( .,.i ('TYP.) ,.,I, A17EA DRAIN I ,` 'I UIP FIRE LINE ` / ` ,' 1 168 "polo-, cc 11 - - S 0.1% MIN. �� / 1 1-11' 1(FEMAI L-' IRON PIPE 11IRLAD% INI_k r, AND A 3/4 UN FHREADLD HOSE NOZZLE. ALL (SLE NOTES FUIZ I • RIM=170.0 �41 I `�1 / I 1 SAMPLING S I AJIONS SHALL B - ENCLOSED IN A LOCKABLE, NUN-RF:MOVAHLL, ALTLRNAlE DETENTION OUT.-=167.5-7"- I �_ r � i f a- Il: OUTS=167.a �• � ,,.,. 8 �TUFZM DRAIN �• ! � ( fr , . AI.UMINUM---(:AST HOUSING. WHEN OPENED, 11 Il. SAMPLING SIA IIUN SHALL TZLGIUIIZL IVU ,`,ti AREA DRAIN ) 1 -\ / 1 1 I 7I, I- l` n,.- .' ! , . 'I PVC ASTM D3U:34 t / r I 1 ( �'I) KI Y FOR OI'LRA PION, AND I-1-IF WATER WILL FLOW IN AN ALL--E3RASS WATERWAY. AI_I. ;, , ' ' STORM MANHOLI_ RIM = -170.20 FF 1 /U.3 i ;'1 I L=�U LF S=0.59 MIN. \ •' / // 1 1 If 1• c�W .; CO .� ,I„ I - �, IINISII GRM)F' u, WORKING PARIS WILL BL 01= BRASS AND HE REMOVABLE FROM ABOVE GROUND WI III NO ; . 1=L 0111' = 163.41_ , ..� - AREA DRAIN �, // ( ' I 1 y ti,, / (, END UPI SWALC Z I DIGGING. A CUI'PEIZ VLNI 108E (STANDARD) WILL. ENABLE IFIL SAMPLING STATION lU h!= FL IN = 163.JL ,, ---""�-RIM = 173.1 /� f `'' P,,...,,.,,,.,.,,• " GUNSTRUCI' KEYSTONE rti,'/ O ! 1 1x34 111 , I UMf I D ( IZI:a- OI STANDING WATER TO ( REGENT FREEZING, AND 10 MINIMILL 13AG,1L_IIIA ` ,., IZIM=172.00 '.'�' 4l�/ � / 1. 28'2 LF OF 6 U.I,- WALL AUJAGLNT' t / (;IZUWII I. II 1[: CX ILRIUR PIPING WILL LTL: BRASS, AND A 1/" BALL VALYL SITAI_l_ BL �. ' '� ° / ' •''' r" TU SIDEWALK A / 1` GRUUNU 1 ' f (.{;) � ,® •., FIRE LINE 111 `' 1, `� / r ' I I'IZOVIULU IN I'l_nCL OP= II Il: 1/" I'l r CUt;K UN IFIL VLN I PIPE. �< �� 1, ��'�. / 6" STORM D(ZAIN ''"�.• , .,,,. .� "ia CAUTION: INSTALL ' 1 ' ( EXISIING 1 ` FL = 1G3.�8-/ u;', I r ullc)� ,.. \ � , , PVC c• ♦ 1r • WATER LINES r [ I , \\ AIM D3034 1 Lr I II'W W!l_I_ IN`.�IAI L ALL L'UPPI R SLIZVICI:S AND SAMPLING STATIONS I'IZIUfZ TO SURFACING UI \ ,\ �►I 121M = 169.8 1 S' 0.59 MIN. �` %/ 1 ') I , OUTSIDE WALL FUUILII / 1,-�1. ! , '., ` G Sl DRAIN 1, . , ' teu w..c_4f:...__,__ RI.VI,,IONS S IIZL[_I5. Wn II.IZ Ml_I(;(ZS WILL BC. INS fnl_.L.l_U BY 1( W UPON INDIVIDUAL IZL(�UES1 AND N I ` // , ,. , _ _ , , �' •, ur 12 DIP „ =--.-- _------ �• / PVC AS f M D�034 lr l' 1. �..-182 Lf OF 2 (,OI PLR 0 5=U UU3 �' ' 1 I AYMI::N I IlY U 1111__16 (OWNLIZ.)). Al_I_ WA IE:R MLI[=fZJ CONNLCILD IO AN IIZIIIGA IIUN �5' \ - r„ - // ' � •••;~ I1"•• "''^•• S U.,)! MIN. ,�` r, ! '• ' DOMESTIC WATEfZLINL � --' ' . �I SYS I I:M Ml1Sl HAVE 'IHC PROPER OIZL:CUN SI Al E APPROVED L3ACKF L.OW PRT_VEN I ION DL VIOL -- \ -,:� i; , ` I CO ` �!/ I ;.,� Z\ I !1 ' , I I -- i' . . "N . 1, L F C _ L 4v , M1141MLJM OI• A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALI_f_.D ON 11 IL F fZUI_ E_fZ fY ( � ( .;._�: ,,,».N,�, \' CONNL-CT TU ,' n �1 �, ' ` ' - - I I .� , __.-_- ___ ----__-_- --- - - /N" SIDE UI IIIE WAIL:IZ MCILIZ. !N AUUIIION, LVI IZY MLILfZ FUIZ COMMF.fZCIAI_, MULTI-1 AMILY, \ ,/ \ )i:, .._. - . . 1Y:1' " ' `a ROOF DRAIN + // ) I VALVE ASSLMDLY�FOR I ,,,� ll,, .' )I li ) (ion 4/11/0.3 PLANS (:I<. INDIJ:�IIZIAL, AND INS111UTIONAI_ SCRVICf_:, fZT:GAIZDLESS OF 5111_, SIinEL IiAVI 1111 PRUf'LIZ `". "' 1\ A I PICAL 'Q0 Qj/ r ( DUMES�IIG WATER SERVICE) �' ��y q ; I z,-c, - ---_ .________ 11 - , , , - a I _ I , ,w., _.... .�� ��( 1 , " �_.��� ► AND 2 WATER ME fL12 ' ;, + ICU tJ 4 i __ OR GON S I n TF nl f (ZUVLD (3A('KF L-OW L IZLVC.N T.ON Uf=VICf MINIMUM OF A U(,VA IN.�TAI I_CD "., ,! ARCA DRAIN - 1. I t _ _--___ - UtJ II IL PIZOPEIZ IY SIUL OF THE= M( 1(-12. h!E HACKf=LOW PIZI"Vf N fIUN I)I:.VICf- SI IALJ. 13L FL OUT =- 168.10 -. -'•1 1. � ! ( ;°'�i, "'f'Id INSIAL.I.L-D AND ILS -D 13Y IIIE OWNLIl, WAIT IIIE RLSULIS FORWARDLD '10 IPW WAILR ``' 1 ,RIM =- 173.10, ,,1 / / +� ,�, - I, , ' 1! �%4 it rr.x ��." ----. .--.---.------ 1) I c - - '6 X TAT PED - •fn tt' , IK to 0 i I DIVISION, 1-31_1-URI_ WAILR SLRVICLS CAN BLGIN. I -- - - , r_) ---` -- --- - - �-�-- �- - -�----�i - " - •-;�;-�,• -m, -- `%;*-., :a_1. .�N , ,T,, I I 14 -I- �l U " ILL 1 ::) I-0(,1. , ► u� z I ,•, ._. oar, .� ,, ,•,. 1)11 I -- 1c)' u, r .7 I -= _ �� °nr Lr �`",,. II u,l 'I'/�:::_ x1111' ! I-- _ _-- (___._ ,I_�I tt - - t n) ) ) - - - i,;'1 " ', I'Illi I l;I I'I I 11[I'. (j(Ir' l IIF , . ;.)fa.- i�l� 0W ,� UPON GOMI I_I_IIUN 01 INS IALL_A TION OI IFIL. WA ILII SYS FLM, IHf_ (,ON IIZA(.101Z OIZ OWNLIZ ,, I . ".. . , • , . . ", ., , I •e, ,4 I -) , _ ._ t,. . �.. V - , , , :_ , 1 • 182 It tf_ _ - I, _ t f ) 1 r '1 I I' I U) I L)- )MALI_ nLVI.)E_ 11 W OP 1111_ IOIAE_ (,ON.�1Rl (, IIUN C,O�IS IU WIII("IT WILL fJl_ AUDI-D 1Ul I UIZ �:.,,,�:J'*+..,r �. ',, y. � '�A : (, ," -- ! L: l - _ . r u c• ) ` t f Cc• c" ) • � • (1 .,. �. poop. CIE I I W INS I-.("I ION,;, WAI,:_R LOS'S, OVLRI ILAD, ADMINIS 1 RA I TUN, SAMPLING, LI(,. AND 2_% FOR (, 11) .. I .,�����, w ) u,T - , 1 , j _ Uf-`� SI::11)A IL:: 03/05/03 ,(1(" 1-NGINLL-RIN(, IZf_Vll__W, INCLUDING AS--BUIL IS DRAWINGS, UPDATING MA,ILIZ MAP, 11 1 40 1>. I'UU 12 160 13 1-20 13-T80 DOUR E CHECK 14-1 4 151'00,. �y, - GAS TAI' I OCA IION, I UdTUM ,SII&V 1 -__ __ - ------ - I _ _{_.__- - I -- -I - 1 -1 •- _-__ I i_ --_ 1 _�__-I _. 4 ,-,_--._. -___.-.I .I,__ I - , ---4--I _. _ - SE.I VI(,L ANI) MLILIZ '-- - Z 1610.uu - - i ILL: l Uf);iO9MU 1.UWG �r I +� VA�.VL ASSEMBLY �. _ _._.__________ I>>< IN I I::IZSLC 11ON MAT'S, [ 1 C. STA: . 14+10.7.8 `I I BY U IIL11 Y CU, •`'• f _ OFFSET: 12.59 L �-- ___ - I t� UI JOIE 1uJS-OO9 1,)S. EXIC+,b WATER, MAIN IZL..MUVL_ AND RLI L-A("L. n(,(, ,., .. _ _-._-. _.__ _- _- wu, v'1 :Y!'.' I .• 1 IG! . ,:,. ;., . v : t , f ( Y I OIZ W +v 11 t Itl lu 7 s 1i I'' 1; .(.I `iSA Z A IL(Z C4 9 "L ,, •11 I AS NI'. L►WN: CNI I CI IK: I<nS }. .n: w.d._,..J...w,t•. �£...., r.�.11►•_Iw_r..._. 1 cv�i; \ 1 n + f1;l ;• ul r'. rt>; ; i I 11 . (, :.I .,°•» I LINE GUNS 1IZll(.11UN .� i I ) I I., `°tUk1 -CUT IN G Ir1,IXF'LG l EL 1.j W IS" rL.GXMJ GV (14 c RAP IC SCALE' Ulu() (� NRECONSTRUCTION MEETING REQUIRED TZLa IfZAIN ALL JOINTS 4(11 PRIOR T-U WATER CONSTRUCTION. so a 18 30 01 171 Mckenzie Str, 9835,9905 SCALL: 1"=30' I IOIZ ^ W CONTACT RICH 5ATTLLR 503.639.4171 -- -� SCALE: 1"=20' BUP2003-00214100132 1"-4' VERT A r'-u, 0C,, __ 5�( 58 1 T_ hl(ll ('(4 ( IN F1w:h:T � '� '�''`�. CONSTRUCTION SET r 1 Itch = 30 IL. )I .)I II C l., rb< _.. „ - „ . far _ ..._.. NOTICE: IF THE PRINT OR TYPE ON ANY llf 11r111i Ili lei ! � I 1I I III 111 111 I l�IIIIIIIIii ISI ISI ► IIISIISIIIIIIIIIISIISItIItilIIIIII I411 -- IIIISIInt III ISII � ► ISItIIIII � I ISI I �III � IIII � I ISI I � II ! I�_I�II � I ISI I �I � I II �Q �( L�I I .1 _ - Ill I_�I I I- - 31 - I_ - --I 4� ____ I__ L5l I 6L_. I___ _ - II----� --I 8; _ -I 4 - ---I--- l- _I 1i1 _ 1�1 Ma !MAGE IS NOT AS CLEAR AS THIS NOTICE, �.._�_ _ ._ p . A .� ."W"t*r,��,,� ITIS DUE TO THE QUALITY OF It IE "°3e �` ORIGINAL DOCUMENT 41 8Z LCL LZ 9Z �Z 61Z EZ ZjjZ t�Z OZ 8t 8T Gt 9t 9i 61i Et Zt tt t 8�Id! I rL 9 �4 �Itm - t�lr„w ' I I�IIII�IIIIi11111111111III IIIIIIIII 111111111 IIII1111111111111111111 IIII ���III I��I�III�I�� �����'1111►�����J i��� ���► � ��I1111111 ���11I����11111I►�►��ll����l� ����I��►�I III��d! IlI�1►111l1i1.1�11►�.191111111111111111 lIJ 111�1411II�111�II11�1111I11�I1111► I111 1 II� I h ur' • YI(i `7) ''�,d 1 R CONTROL NOTE SCD I MENT FENGL �� `r Y, I . THE 1`11-11711 FABRIC SHALL 13L PUR"HASL:D IN A CONTINUOUS ROLL CUT TO THE LENGTH \A,, � UI , I. 40[5D I C f ION: APPINOVLD EROSION CONTROL MEASURES SHALT. E3L TAKEN IN ACCORDANCL OF 1-1 IL BARRIER TO AVOID USE OF JOINTS. WHEN JO I N FS ARE NECESSARY, FILTER CLOTH � � 'r WITH ]HE LOCAL AGENCY Sf ANDARUS• SI-TALL L3E. SPLICED TOGE'fHf-_12 014LY AT A SUPPORT POST, WITH A MINIMUM 6-- INCH OVERLAP, u � ! AND BOTH ENDS SECURELY FASTENED TO TfIE POST, OR OVERLAP 2"X2" POSTS AND ATTACH AS SHOWN ON THE GRAD I NG/LROS I ON CON fROL PLAN. MAY BF USED SIIOR I 2. I aaL' l.�Jlll�L THE IMPLEMENTATION OF EROS I ON/SED I MENTAT ION CONTROL (ESC) PLANS IFIiM W I !!I UI II.I TY WORK - - AND TI II_ CONS I RUCT I ON, MAINTENANCE,ENANCE, REPLACEMENT, AND UPGRADING OF ESC FACILITIES I S AND WI III I'I IAS I NG OF 2. TFIF F I L.1'1=Fi f=AI31Z!(' FENCE SHALL BI. INSTALLED TO FOLLOW �Tf1E CONTOURS WHL-fZE -\ \\y� UEVELUPMfN I �N THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION I S COMPLETED AND 1=FAS I BLL. TI IE FI=NCE POSTS SHALL BE SPACED A MAX I MUM OF 6 FEET APART AND UR I VEN J�� Qo 1 ��n SECURELY I N TU THE GROUND A MINIMUM OF 30 INCHES. QP 5 Ora APPROVED AND VEGCTAT I ON/LANDSCAPING ESTABLISHED. I1iE CONTRACTOR SHALL. PROVIDE ALL ��; CURB- , MAI I AL, EQU I FMENT, AND P'RSONNEL 14ECESSARY TO MA I NTA I N SUCH EROS I ON PRO TECT I ON 3. THE F I LI F.R FABRIC SHALL HAVE A MINIMUM VERTICAL BUR I AE_ OF 6 INCHES. ALL \`��J� P n ` `�U' -I'lit M[-ASURLS. ANY DAMAGE CAUSED BY EROSION SHALL 13L CORRECTED BY THE CONTRACTOR Ar E=XCAVATED MAI FR I AL FROM I=I LI ER FAHR I(' FFNCE INSTALLATION SHALL BE BACKFILLED ANU <;' � t M/N,• COMPACTED, ALONG THE ENTIRE DISTURBED SIURBED AREA. Ji I I I S/HER OWN EXPENSE. III�II� III rnta 4. A TRENCH SI EAI_L. 131- EXCAVATED, ROUGHLY E3" WIDE BY 6" DEEPfl 3. Qlr WV-111MLN-U THE ESC FACILITIES SHOWN ON THESE PLANS Alli= THE MINIMUM ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FAUR I C TU tib BURIED. � i,(,�;"I>,{,I;� o�� )"� � 71j ♦ , I IA I FABRIC „ � Jc µ 'ONCREI 5IkQUIRkMENIS FOR ANTICIPATED S fE CONDITIONS. DURING THE CONIRUCfIUN PERIOD, 11ISE ES( FACILITIES SHALL E3 _ UPGRADED AS NC=DPU FOR UNEXPECTED STORM EVENTS AND 1O ENSURE STANDARD OR IICAVY DUTY FILTER FENCE SHALL NAVE MAYNA'6�J�ES'fITCHCD RAD IUS 2MN. GU 14 ER SEDIMENT-LADEN WAILR DOES NOT LEAVE THE SITE. !_OOPS FOR Z„XL POS f INSTALLATION. 4 4" OF 2"-0" GRAVEL `1�v( �'y'11 G. :SFU I M[:N(' Ff=PEPS SHALL 13E iZEMUVLU WHEN THEY HAVE SERVED THEIR USEFUL Cn,I CI L_k3n.� I NI N IZL UIZ/A I QUARRY 5PA.WI.S VµV�� r- �� '1• QLL'AE1NS'_AND_S&AU1RQ; 1 HE ESC FAC I L I T I ES SHOWN ON THESE PLANS MUS r DE PURPOSE, BU I' NOT ULFORE THE UIJSLUPE AREA HAS BEEN PERMANENTLY STABILIZED. [14 �1 F-H CONSTRUCTED I N CONJUNCT I ON WITH ALL CLEARING AND GRADING AC1 I V I T I[.S, AND IN SUCH A SUBGRADE RE I NFORCLMENT 1J" MIN NTS N I'S 7. I MENT f�ENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACI I GEOTEXT ILE, REQU IRED VLP I!1 MANNER AS TO ENSURE THE SED I MENT LADEN WATER DUES NOT ENTER THE URA I NAGE SYSTEM Oil \lJDUAS;. 1?E[i }� RA I IJFALI_ ANI) A T I FAST UA I LY UUR I NG PROLONGED RA I NFALL. ANY REQU I REU IZEPA I h?S SPEC I F I LA f IONS a :•+ F SHALL BE MAIL I MMLU I ATELY. .2O MIN. FOIi %1NG1 V FAM ILY (SEE SHEET 1) !' !1) Fr V I ULAi C APPLICABLE WATER STANDARDS. AND DUPLEX Res I DENT I AL � 5. I NQ.ONSTRT 4_LRj� E2 STABILIZED CONSTRUCTION ENTRANCES SHALL DE INSTALLED AT B•_ AT NO TIME SHALL MUlE T1AN A TEN INCHES (Oi I 3 HEIGHT( HT A30VEGROUND) OF IE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE UUZAT O : OF 11-IF PROJECT. �CDIM _ f tJl" AI.L_UW �U TO AC( UMULAI� BI IINU SEDIMENT FEN( L. SEDIMENT SHOULD DE GRAVEL CONSTRCT I ON ENTRANCEBARRIER LET -I : LS3A3YIZLMUVLD OR R . Z INTO THE SLOPE, UZ NEW LINES OF DARKIERS INSTALLED UPHILL OFAIETIOPAL MEASURES MAY BE REQUIRED r0 ENSURE THAI' ALL PAVED AZLAS ARE KEPT CLEAN SED IMEN T-LADEN UARZ � V�F-��, ♦ •i' !, i�,•�,r• I FIRS, km HIE IE DURATION OF THE PROJECT. G• U Z AJJAIF,MW; THE CONTRAC I OR SHALL PROVIDE SITE: WATERING AS NECESSARY TO 13 10--F I LTER_ BAGS REDUCE WIND EROSION OF SOIL FINES. 0 o W a1 HAGS SHAT L. BE USED FOR DITCH OR SWALE PROTUCT I ON. 6 I U-FILTER DADS U Jxa 7. ►h;; Cj I UN - ACT I MAY NOT BE USED FOR I�LMI'ORARY INLET PROTECTION. NOTE: StAK ING OF IIAGS MAY BE REQU I RED USING D I S1 ANLL VARIES BE'f WEEN 25'-I UU' ,� f,�a� - �.1.7�5: THE ESC FACILITIES SHALL l3E I NSI'E_C71=D DAILY LY DY THE (2)I"x 2" wools STAKES U1t ��►. �; u::.� CONTRACTOR AND MAINTAINED AS NECESSARY 1 U ENSURE THEIR CONTINUED FUNCTIONING. 2... D I 0-F I LI ER [SAGS SHALL f3E CLEAN 1 UO PERCENT RECYCLED WOOD PRODUCT WASTE. Ly ,a S I Z OF 13AG 51 IAI.I.. ELL I[3XfiX:SU I NCHLS AND WEIGH ANPRUX I MAIELY 45 POUNDS, AEJU APPROVED EQUAL PER BAG. Q .� 14 r+�+ B. LN;aJ1;�TJS.)!Y_; 1 N-ACT I VE S I TLS; THE ESC FAC I L I r I ES ON I NACT I VE S I TES SHALL BE MADE OF I I NCH ['LAST I C MESH. - I NSPECfEU AND MA I NTA I NEU A M I N I MUM OF ONCE L`lECZY TWO WEEKS OR W I TIi I N 24 HOURS FOLLOWING A S f01ZM EVENT. 3. STAKES SHALL F31- 'IWO �?d I " X 2" WOODEN KEGS, OR APPROVED EQUAL., OR I VEN INSPECTION I ON SHALL LIE RECORDED I N A LOG. THROUGH THE BAGS AND IN THE GROUND A MINIMUM OF 12 INCHES. _ �..! ..� =1• L1?_LKALACC!lMUt.L ISSN; AT NO TIME SHALL MORE THAN HALF THE DEPTH OF A TRAPPED 4• AT NO TIME SHALL SEDIMENT DF ALLOWED TO ACCUMULATE BEHIND THE BIO-FILTER � CATCH BASIN BE ALLOWED 10 ACCUMULATE E SEDIMENT. DEPTH SHALL BE MEASURED FROM 113E BAGS TO MORE THAN ONE: THIRD THEIR HEIGHT ABO%1.= GROUND. SEDIMENT SHOULD HE REMOVED OR REGRADI_U INTO THE SLOPE OR NEW LINES OF BIO-FILTER DAGS INSTALLED UU 1 LET PIPE INVERT TO THE BOTTOM OF THE CATCH BASIN. ALL CATCH BASINS & CONVEYANCE UPHILL OF SEU I MENT-LADEN BAGS. �3 LANES NES SHALL BE CLEANED PRIOR 7*0 PAVING. THE CLEANING OPERATION SHALL NOT FLUSH 0- x SLD I MENT-LADEN WATER I NTO THE DOWNSTREAM SYSTEM. 5. BIO-F I L1 ER BAGS MAY BE L EFT IN PLACE OR USED AS MULCH AFTER COMPLETION OF FLOW P Ir 1 O S I I L WORK IF APPROVED BY THE JURISDICTION. U P J I CONTRACTOR SHALL VERIFY 1 FIAT ALL TRUCKS ARE WELL t,t SEALED WHEN TRANSPORT I NO SATURATED SO I LS FROM T11E S I TE. WATER DR i/)113PAGE FROM TRUCKS 1RANSPORTINO SATURATED SOILS MUST BE REDUCED SO NO VISIBLE LEAKAGE OCCURS. G" cIVI:RLnP PT.'A'-\-� IYP I CAL ---' • C' I I. QLLANL_I NESS; MUD OR UL`DR 15 SHALL NOT BE SPREAD UPON ANY PUBLIC ROAD. T1 IE LOCALPT.'B' AGENCY MAY ORDER STOPPAGE OF WORK AT ANY TIME UNTIL CORRECTIVE ACTION I S COMPLETED. U) • NOIE: - 12. WA(Zt� � WADER TRUCK WASHING OF IMPERVIOUS SURFACES IS NOTALLOWED, Q I'T'. 'A' MUST DE 6°MIN. I IIGI TER THAN I''I-. �B I' VACUUM SWEEPER SHALL BE USED. U I-AN V I - , NT.S:-- T I UN n-n NIS �� Uu; 13• YY1l`,�L_51W__U 23._.Q9bU_sLjL; ALL CONCRETE TRUCKS SHALL WASHOUT T I N THE SPECIFIED WASH r SUMP. 11iE SUMP' SHALL DE FILLED ONCE 'THE DEBRIS IS DRIED AND THE WATER HAS !>' v �• h . '• F 1 I NF I I_TRATED. A ° :� :•• ., 4" a' `' A Q 1 OF I LTCB BAG U I TCI-IES AND SWALES A - �.'. 1'1• �fL[J(YE,AT1.l IZ MEASURES (0QTOBEQ I TO /1PP I L 3SUPPLEMENTARY WET WEATHER EROSION ' I CONTROL MEASURES SHALL BE USED. WET WEATHER0);EROSION CONTROL MEASURES SHALL BE PER ; :.� :• '° e•`;`.. THE IE LOCAL AGENCY STANDARDS. ' • , J• P-LI MA LINT VEGET&1'I ON; RE-ESTABLISH GROUND COVER PR I Ofz TO REMOVAL OF EROSION .,�Y .•, - �1. CONTROL MEASURES. GROUND SURFACES EXPOSED DURING CONSTRUCTION ARE TO DE SEEDED AS �:.a;;••:�'::�.•,:a.' '.: :• :;,'.�•�•.a°••::',• •. SEE DRAWING NO. 230 i'• 1 ;, + • FOLLOWS: . . nv . ..V: .'. :n A. :: p.•: FOR FRAME AND GRATE FILTER FABRIC MATERIAL FILTER USE STITCIIED LOONS A. 36" WIDE ROLLS FABR I C OVER 2"x 2" POSTS ANGLE BOT!F ENDS OF F I L1 E:R FABR I C I�Yj, UMUI�; I-IYURUMULCH SHALL DE APPLIED W I TI-1 GRASS SEED AT A RATE OF 2000 MnTERInL FENCE TO ASSURE SOIL I5 'TRAPPED L13./ACRE. ON SLOPES STEEPER THAN 109, HYDRUSEED AND MULCH SHALL BE APPLIED WITH A BONDING AGENT (TACK I F I ER). APPLICATION RATE AND METHODOLOGY TO BE PER SEED SUPPLIER U ELAN V I L V�1 RGCOMME,JDAT I ONS. - UIZ n.: .` �::.4:'v:�, r ,•' d: d..::.4: ' a�.�• INILRLOCK ' 2"x 2" POS1 S ;•,ai ::a.w.'• ;�:.Q' ',;;. o ,- ��% / ' I `r AND AI'T'A(:II - (' V W MULCH AND- LEU DRY, LOOSE, WEED-FREE STRAW �JSLD AS MULCH SHALL 13E APPLIED AT a:: ' ° !',� I _�L._ � I DOODLE THE HYDRUMULCH APPLICATION REQUIREMENT (4000 Lf1./ACfZE). ANCHOR STRAW BY 'p :• •v•,•.;•• - H �r� WORKING IN BY HAND OR WITH EQUIPMENT (R01_LERS, ' ' �' 6' MAXIMUM SP'AC'ING I. DJRY 1101'10M OF FILTER FABRIC G" CLEAT TRACKS, ETC.). MULCH SHALL DE ::: v4. v VL•R I I CALLY UELUW F I N I SI IED GRADE. SI'I2EAU UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. 1'IZUd V I LW c• V 2. 2"x 2" Fitt P INE OR STEEL 0 W U) �' `� SIDE UC_ I EW I ENCE POSTS. D• 5.0 -NILL'/,L3ADJO_N: TOPSOIL SHOULD BE PREPARED ACCORDING TO LANDSCAPE PLANS, a::�;: ~c ,q _� NTS NTS 3. St,TCHUO LOOPS To 13E INSTALLED ''' '�' :•' . X UUWNI I I LL S;UE OF SLOPE. 0 IF AVAILABLE. OR RECOMMENUAT IONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED THAT 'a• •. 4. CUMF'nCt ALL AREAS OF FILTER FABRIC SLOPES BE ROUGHENED BEFORE SEEDING BY '1 RACK-WALKING', (DRIVING A CRAWLING TRACTO;Z UP n: at;'. SCD I MENT FENCE TRENCH. AND DOWN SLOPES TU LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS i)12 MAX `v� � ' .� . •. . .n' �' o:. . •. •• UTI ILR METHOD TO PROVIDE MORE STABLE SITES FOR SEEDS 10 RES F. : " v 4 • '�' �� I f3 a: v MAX a RECOMMENDED EROSION CONTROL GRASS SLED MIXES ARE AS F OI !_DWS. ' o pILL SIMILAR MIXES DESIGNED TO ACHIEVE I"ROS ION CONTROL MAY BE SUBSTITUTED I F APPROVED BY II IE AGLNCY HAVING JURISDICTION. SEED SHALL BE PLACED NO LATER THAN SEPTEMBER 20. d. L "'4:••o v :; . ° n a , '►' (1) UYv "E__Q13A5_!i M 1 (L,OW F IL I GHT•_I,QyY_MA.I N1 LNANCL): _ ��� y -� �" v • »�� CAICII HASIN GRAIL: DWARF PERENNIAL RYE GRASS, 80% 13Y WEIGHT LCT I �_/�-n. SECT SLC, I,-- CREEPING RED FESCUE, 709 BY WEIGHT I ON 13--[3 .w_. APPL I CAT I ON RATE: 100 POUNDS M I T! I MUM PER ACRE � ` NO I LS: :CJ�LC1L1=1rL1LC[1CT_I1 ;� -:�` `'�� 1" Ill [JAI? FOR (�I .V►;;IUN`i (2) _L 1R�1� 1_G111__�iL3L 5 I�LLX; AREA DRAIN CUN511ZUt:T I UN IN ACCORDANCE WITH ASTM C-41[3 ti ' ,•�. ,- ; CAICI I 13ASIN - :,'i' [JAG I2L.MUVAL :� •..� •ef r ANNUAL RYE GRASS, 409 BY WEIGHT , • I URF-TYPE FESCUE, 609 BY WEIGHT Ci UI' 3/4 COMPAC I LU VASE MA fLR I AL CAILI I BASIN �.� SUSI'LNSION CORDS/RODS =.: •. _' APPLICATION RATE: 100 POUND MINIMUM F'E(2 ACIlL-" NIlLCAaT�: MINIMUM WAI_l.. -I-11 I C{<NI-:SS TO f3E � , �• RL: I NFORCLMI-N f TO 13E RE-BAR MEETING ASTM A615 GRADE 60 OR WLLULD :-•�� - OVLRI LOW - 2."x2"x3/4" RUIRIL12 1.31 4/11/0.3 ter, 4 11 U3 PLANS CK. � �� � W I RI MhE I�I NG ASIM A�-9 7 ��• -f4 "- -•_---�- U. LL.[31 I.�.�CL�; AS PER SUPPLIER'S RECOMMCNDAT i ONS. UEVEE_Uf MENT ARCA. W I I H I N �U .,.: - CONCREI E -- :5000 PSI y : SI ORM 1,-., ��'• EXPANSION ItLS(I?HINT 1-T-11'I ' OF WAI ER BODIES AND WETLANDS MUST' USE ANON-C'HUSPHOflUS PERT I L I ZLIZ• ;EL1 Lf2 SACK !'IPL *, ;.,•, ..__. M '.� •. '.. 'i� IILILR SACK E. WQTCR I NG1 `;LED I NG SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTAUL I SH -' TYPE ., _ " ESPECIALLY IN ABNORMALLY HUT OR DRY WEAIHLR OR ON ARIA DRA IN I•YI L I I unified ��• GRASS. SUPPLY LY WAfL1Z AS NEEDED, -�-- �.�.,.,,,r��,.:.-._. - , s 4 of AIJV[=RSC: S I T E5. WA-TER APPLICATION RATES SHOULD BE CUNTRULLCU T U PROVIDE ADEQUATE sewerage MO I SIURE W 1 THOU T CAUSING RUNOFF. agency o1zAw11vu NO. zzo ® INSI (3f_SACK :;cr F. 13E-BLEU I NQ AREAS WH I GI I FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT `�-�-� ---- ~- FI�ON ! VI LW If�l��L'=IZI_Si1CK c- FILE:: 10950`;3D3.UWG EROSION SHALL BE RE-SEEDED AS �,OON AS SUCH AREAS ARE IDENTIFIED, AND ALL APF RUPR I ATE Si Dl VIM V'J _. MLASURE_S TAKEN TO ESTABLISH ADEQUATE COVER. NO I r: ,1(.111: (U9`i--009 HIA;LS;LD CORD INI L t MUST HF: ITLOCKt ) WI ILN USING I III-!ER f AORIC INT.Lf SACKS. _._. . _.- __' .__. S - L)WN: L)MI CIIIC: NAS SILL: U1= f�ILIEIl 1�A13111C INLtT SACK IU UL ULTLIIMINLU BY MANUFA(:1LiltFal. ,.. S I USAC K N.1.S. Mckenzie Str 9835, 9905 BLIP2003-00214/00132 6 of 58 uONSTRUCTION SET CIF _ �Uf� NOTICE' IF THE PRINT OR TYPE ON ANY ! 1 1 III III III III III III I I I D III III I I III III III THIS ITHIS NOTICE 4 III III III I I III III III III III III III I I III III III III III III III I I III III I I I I I I l III III 1111111 III III I I I I I I a (.�<�y IMAGE IS NOT AS CLEAR A I I I ! I I I I I I I I I I I I I jYl a� �� 1 I I I 6 I �1ITIS E TO THE C)UALiTY OF THE IIIIg!III�IIIIIIIi�llgl�4,55 lllllilllllllji_ llil.li►Ilii I►++III I III�I�IIIII++IIIII . . . , . ro.s e ORIGINAL DOCUMENT LIZ 1111 11 ZllfZ ill IUIlli l►I I►li�1111 lillll IIIIIIILalljmiljlmT ai �121J1u l l I I I IPI r li7 c 4`ao -L CA C %7 NUE: 'Ic7 iv NO DRAINAGE BLOCKOUTS UN 1H15 I IlUJLCr EXISTING DRIVEWAY `- - MATCH WIDTH & GIZAUt� l �)� 1 �J1 cu W a 3 4" I2 - LDGE A ICE: F ►�.� IC / '"' - b-" Il /'N LINL T I SLE NOIE 4 SLOPE L _." -- ,_ VARIES Ch uiu- 2% MAX - DRAINAGE BLOCKOUT SLOPE F'CR PLAN v 6" ,) ---- - '�I IIIIII I�I SEE NUI L 3 WA1 LN ME1 LR w�i m 3" I.U. PLASTIC i r ,► A --^=-1'._'_ PINE W/COUPLING �- SEE = '•1' 3} v NOIF 3 PLAN Z1 " o 5 MiN 2% SEL NOTE 2 2q -METER BOX J1 1 SIDEWALK "��.�� 4" THICK CONC. SIDEWALK_ OR - ♦ n 0 C) () " � G" A � -771 DOUBLE CHECK 1 UNION EACH SIDE- VALVE ASSEMBLY - 6 THICK SIDEWALK WHERE 1RAFFIC �) 6, 6" CONDITIONS REQUIRE (IL: GARBAGE 'TRUCK) `� C) do 6 3U MAX _ -�' �'-" l '1 � � � (� � „ -f--�► -•�-- 10' MIN •1%�'�%\�%�\�/� \�'/�/, �►, 1-+ �. /:., �\ \ . I-•-- PLAN 44 (a , 3" CLASS "B" AC OVER _ I 3 CUMPAC'TED GRANULAR BASE. I (� - - ,�� - ►-c�a► -- - M�1 va l TYPICAL. PAVEMENT / 511)EWALK SECTION fill 6 � r �=.1= 3/4.. WAT(=1� METL(< �� X � v) T1"PE 1 ,� ►r ` " � �� x , N.'T.S. L% ��z -- STREET --r --' N O _ES: " � r � r� ' , .._- 6" CRUST IED RUCK BASE 1 ii1 n' I 1. 'TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGEN 2" OF AGGREGATE 017 THE CUM3 & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING (3/4"-•0") COMPACTED ELEVATION � TO A MAXIMUM OF 20 FT. SECTION A-A ►� ;',I,F 2� MAX SLOPE 6" X G" 10 GA MESH ' �► Ch 1.,.,� v 2. TRAVERSE EXPANSION MATERIAL 10 BE PRE-MOLDED NON-EXTRUDED MATERI L SEE NOTE NO. 4 '�' efu�� 1 N - , � � v - �"� ' '`� WI1t-I A MINUMIJM 'I1-IICKNESS OF 1/2". BUX 5PEC11=1CA•11UNS W p,,�� DEVICE SIZE BOX TYPE SI_UPE PER PLAN \, 3. TRAVERSE CONTRACTION JOINTS '1'U 13E SPACED NOT MORE THAN 10 FEET AI ART NOTES: 3/4" - 1" BROOKS #1419 SERIES OR EQUAL WI'IH A UEP'(II OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. v iv - 4" THICK CONE. SIDEWALK UIQ 1 1/2" - 2" CARSON 1730D P15L OR EQUAL - 6 THICK SIDEWALK WHERE TRAFFIC 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER '[8 DAYS. 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3000 PSI AFTER 2f3 DAYS. ` A CONDITIONS REQUIRE (IE: GARBAGE TRUCK) '~ 5. DRAINAGE ACCESS 1I-IROUGH NEW CURBS SMALL BE PLACED A MIN. OF 2 F T 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. INS'rALLATIUN SHOWN IS ONLY A SUGGESTION. ►��� L 1' Q) „ AND MAX. OI• 3 I•EL-'r FROM I'fiUPE17TY LINES. 2 I 3. EXPANSION & GONTRACTT� y JOINTS SHALT_ BE 1/2" PfZEMOLDED ASPHALT IMPREGNATED 1. DOUBLE CHECK 10 BE LOCATED DIRECTLY BEHIND WATER ME'I ER. ► -' ' ,� I;l __0-I MATERIAL OR EQUAL EXTENDING FROM SUE GRADE TO FINISH GRADE. "r 6" , 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 3 CLASS B AC OVER .-._ 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. COCKS IF BELOW GROUND INSTALLATION. � U 8'LOMPACIED GRANULAR BASE. p 3. DISTANCE FROM c3UT'rOM OF DEVICE TO FINISH GRADE, FREEZE f fZO�IEC ZION, I © AND CI_EARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS TYPICAL PAVEMENT / SIpEUJALK SECTION FOR INSTALLATION. ►- TYPE 2 N.T.S. ArPRO%CU en ,�J ALE APPROVED n4-. NO SCALL APPROVED el: NO SCALL AGUSTIN P. DUENAS AGUSTIN P. UUENAS AGUSTIN P. DUENAS CHECK LNGINLEIIINO DEPARIMENI' ENGINEERING UEPARIMENT -------- - STANDARD DWG. NU. ENGINEERING UEPAR1MENr g1YEN01NEFR DOUBLE CHECK pyy(;, NO. 121Y ENMNEER STANDARD CURB DWI. No. p1Y ENgINEF.R I_1 1 pi76 S.W. Ilnl1.R11N. 13196 W. Lal►.RIND. WI75 S.W. IIAI I.61M). '-1 11UMID,1X11.0014 972M IIDARD, OREGON 912'23 110AIID, onro M 91777 ' - l , 31, VOICE: 603 039-4171 V(XCE: 90.1 939-,171 MARCH ,990 DRIVEWAY V(XI;E: 603 030-4111 MARCH 1998 ASSEMBLY f 3 MARCH 1998 12 ; 14 2 f 3 5 3 0 CITY OF TIGARU FAX, ow ae4-7297 ___- (:TTY OF TIGARU FAXI q93 984-7297 - CITU OF TI(iARU FAXi 003 484-7291 (�.�...i UIIF.00N APPROVAL VA'IF ORE APPROVAL DAIF. OREOUN APPROVAI DAIE 1• �../ NOTE : SEE UTILITY PLAN FOR THE EXAC•1 LOCATION OF THE 1-•I1'DRANT IN RELATION 12" 13EHIND SIDEWALK TO PAVEMENT - DETAIL FOR REFERENCE ONLY CITY WATER DEPT STANDARDS PLUMBING CODE OR 13EHIND CURB -- WHEN NO SIDEWALK (--2.0' -- FIRE HYDRANTS ONSITE TO BE M CONSTRUCTED TO FIRE CODE STANDARDS NUN-SHRINK GRf"IT THRUST BLOCK CITY APPROVED STANDARD CAST IRON CACKFLOW DEVICE FLANGE_' COUPLING 2" OR 1 1/2" O ' FRAME AND COVET RETAINER GLAND ADAPTOR METER 18" BREAK FLANGE 18 CAST IRON 910 PER DRAWING 160-S SIA JDARD MANHOLE 3„ MIN. VALVE BOX TOP GRAJE RING ITT,V, 1 -� MIN �- 6 MAX. -SIDEWALK „ FLOW 12 MIN \`/\ t • ,�. '.. Il y, -f , ° h" MIN. AGr �F DEPARTMENT i. . �� ��i��/ /�\ - FII \ ' v FINISH GRADE .�� - tl I _ 1 1/2 Z*\ j4 DRAIN R0�1�\��\�\��\� �\ \y�\y.• �� \ F LO OR EQUAL / / / # CONNECTION , /���/ /\\��i , , r ,�; �>r\\j�� ; �: < :' -� WA I I:r<116,11 I' PIPE PLUG n 6 MI OT JIONAL_ AT THIS TAR ( APER (M01�lUf�� 1 1 ',moi.`/ ` e" ,•''. WI tFI SIOI)S +JJ LOCATION 2" FLG X COMPRESSION ANGLE OSI IA APPROVED I-ADDER 24 MIN S1'UP FTIS 1 1 2 " APPLICATIONS G UUCITLE IRON PIPE > NOIE: CLEAN OUT INSTALLATIONS MIN. '~' �� �� / ) r - RESTRAIN ALL JOINTS W/ � ARE LIMIIFU 10 EASEMENT " WIIII ALUMINUM LOUDER y } "FIELD LOK" OR EQUAL GASKETS AREAS, OR MAY BE ALLOWED EXTENSION BY UTILITY _ MJ X TAPPED „ j'' t 1 \� ON A TEMPORARY BASIS •,:,:y "�'F � PROVIDE :3/4"MU FUR n VAULT - - 2" TEE ��� -- �\� IN RIGHT-OF-WAY. MINIMUM OF 6 AROUND CON I RAC I OR TO SEAL_ ALL �. ,/ j' , - CLEANOU I OPENINGS IN VAULT WITH � TYPE K oo PLAN NON SHRINK GROUT PRIOR = - ��/\� \ ��� 6" MEGALUG RETAINER ;�'�;'��'��/ '10 BACKFILLING COI PLR PIPE \j ` � ��i�.�;/,�/i TA - - 3" MIN. 6" MAX. CONCRETE PIER GLAND (LBAA IRON) - VV ^A, ^•: / �� G GATE VALVE I GROUND LINE DRAIN 10 CURB UIZ _ BLOCK ^1 , -� DAYLIGHT �--� Fes( _1 FLO. x M.J. .-- -J----_ _ _ FIRE LINE - - 2.U' _ C()PPr.;� 13ENDS SIDEWALK WITH PLANTER TER - _ `-- AS NER 13 _ M.J. x G'! I LG. '1LL ' , _ ---- -- .3 MIN CI_F A,RANCE S 4-R I P AT CURB o jp \ ON OP['NED " r ' 1' OS&Y VALVE MIPT X COMPRESSION CORP SIDEWALK ' MEGA Fl_G OR EQUAL (SUPPLIED BY THE CITY) [� �3�� MIN. BREAK FLANGE \ ' E 6 MAX. :. �.IA•.. .1,,, .,� ' ,^ . ♦ 4-C - •;,,•^. '•._, �F'd.•^+ ^„�1',•,q",A• y• y y INLINE CHECK VALVE " RI VISION" CON IRAC,'TOR '10 INSTALL IZUDENT NOTE: ' ' '/�� ;��;��: CONCRETE BALLAST 3 CU. YD. jy'9=rAf SCREEN CENTURION, ( ) " ^•' NN - ---NDON - 1. HYDRAN TS TO BE MODERN MUELLER (.ENTURIUN, A-4421 OR APP D EQUAL G MJ, ) 1/4" A r • "• \ MIN. WHERE ERE FL.OUDING UES PIRF. �I - , ll , : , - ;,!'..•L.1, - NO IL MVO 3 PORT TWO 2 1/1 PENTAGON OPERATION NUT, OPEN LEFT W11H 11-IC FOLLOWING: 4 I �r IIGI I GROUNDWATER EXIST---(1, _ r� (TYP.) _--��'� DRAIN 10 DAYLIGHT OR A. OIL RESERVOIR -':l • ° �I d " ' -_ 3. PLANS INSTALL_ SUMP PUMP 1. CONTRACTOR 10 INSTALL MJ X TAPPED 2" 'ILLS AT 90' ANGLES TO MUTER B. BRONZE ACTUATION NU'1 CONTACr CITY FOR LOCA'IIONS. HORIZONTAL & LEVEL. C. BRONZE. SEAT RING CUNCRF)k FNCASEI) ELEVATION PUMP SPECIFICATIONS 3/4"-. DOIIOM OF WTE: .l , :- l.• � D. WEATHER SHIELD♦(,AI" Fulr PLns1Ic, PIPE _ 2. CITY TO PROVIDE I 'II-IREAD BY C,OMPI:I__S•,ION CORPERAIION STOP TO BE C. SAFETY SLEEVE C.OUPI_.ING INSTALLED 13Y CON IRACTOR. (CONTRACTOR 10 TEST MAIN W/CORPS INSTALLED). F. THREADICh NUZZLES WI11-I "U" RINGS - -- 12" MIN G. NATIONAL STANDARD THREADS 2.4" MAX 3. CONTRACTOR 10 MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. 2. SAFETY CHAINS TO BP_. REMOVED. 1 _FIRE DOUBLE _CHECK_VALVE ASSLMBLY FLOOR TO BOTTOM 3. HYURANIS TO BE PAINTED USING R-1311 SAFETY YELLOW OR AN AL'IERNAIE APPROVED NUIE: CONCREIE ENCASE ENTIRE WYE SECIION AND 115 BEND II' CONCRETE PIPE I� -- unurY vnuLr OR •r_UunL I�ILco DOOR OF DEVICE 4. CITY WILL INSTALL ALL COPPER PIPE. & FITTINGS FROM MAIN 1-0 METER LOCATION BY DISIRIC•r FIRE MARSHALL. �, `;Lr DA IE: 03i 05 0.5 ' ' �, -_ __ _ 4. HYUI2AN'1' 10 BE INSTALLED TRUE ANU PLl1M8• STANUA13U CLEAN OUT - - -� -�- SIZE WITH F.U.C. WIIHUUI, F.D.C. OR *EQUAL r r l " �. (N 5. NO ORSTRUCIIONS WITHIN 3 0 RADIUS OF HYDRANT. DRAWING NO. 150-SA ----- ---- --- 1 a 137o-wn _ sn-wn J-sAI- 6. IF sUBJ[.Cr 1'0 VEHICLE DAMAGI-Do PRO-IECIIVE POST '4-O BE PROVIDED. JOI3: 1095--009 __..-....__ 0 5106-L _Gill J-anL 7. VALVE BOX 1-0 BE IN ACCORDANCE WITH S-IANDARU DI,AWING NO. 503 OR AS APPROVED u - 8- 5106-LA Gill t)117-WA JUT3AL © OWN: CNI I CHK: KAS ( ► io- -�1uo-i=n zinc-Ln� Ju=3nL BY ENGINLER. lv • CITY ENGINEER APPROVED EQUAL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCA(IONS. 1'i - -- -- __._- -- - nrPI�uVEu n4-. ---- lV ---�-- APPROVED NY: NO SCALE. APPROVED BY. NO SCALL NO SCALE ►. AGUSTIN P. DUENAS „ --- A001114 P. DUENAS FIRE HYDRANT Ea. AGUSIIN P. UUENAS -- _ - - - p_ ____- -_---- < LNI:INLLRING ULPARIMLNT -- -- DOUBLE DETECTOR L.NGINLI:IIINC UCPANIMLNI 2 & 1 -1 /200 UWG. NO. LNGINh.EIIING UFPARIMENf DWG. NO. Mckenzie Str 9835, 9905 DW(;. NO. CITY ENIXNF:ERITY ENIpNFER 13176 S.W. NAII.I1lVD. CIIY EN(1NrER ,.1170 S.W. IIAIL NVO. 1.1175 S.W.SwLau.RIVD. ASSEMBLY BUP2003-00214/00132 IIgAl1U, 1Xir01Ml 91773 II0Ar1D, mirmw 97•/'/.1 110ARD,(AIFf11kJ 9772,1 ^•� I:. VAL N_ v1L�LY 5 3 3 mm (n6s)9s9-�wl MANCH 1990 WATER SERVICE 5 21 vrn1;E: (6Us)939-wt 1M /� 7 of 58 VIXCE.: (503)939-411f MAIICH 1990 TIG FAX: (003)951-1291 rAX: 5UJ 984-7291 4 CITY OF 11GARU FAX: (663)894-129! C Y OF TIGARU - CITY of TIOARU l► ORF -APPROVAI`DA1F - IMIEIXM A!I NOVAI IIAIE -- OIIFO(X/ APPROVAL DAIS -�- - - - CONSTRUCTION SET �•�4)1 9IFFIS wx M u , NOTICE: IF THE PRINT OR TYPE ON ANY Ilr ilt Ill Ill Ili Ill III I I Ili Ill Ill III Ill III ► �► III Ill III IIIIII Ill � lll III III III III III ' I I III III III III III III III I I III III IIIIII III III 1111111 III ill VIII : a� �c�C�L4 I I I I V I I I II I I I . _ I I T I l III III I I I I � ��►d��-/ IMACE IS NOT AS C1 EAR AS THIS NOTICE, 1 4 5 B $ lO Z Z 1� CJ L _1 IT IS DUE TO THE (DUALITY OF THE No 36 ORIGINAL DOCUMENT E > 1Z Z�Z i11>i; tz 8 t 8i Gt t 9 i t•i E t Zi tt t 8 BL 9 9 fi E Z i�Ia►)"i! IIII�IIIIIIIil.11ll IIITIIIIII IIIIIIIIIIIIIIII Illlllllllllll�lllllllllllllll!Illll�ll �lll lllllll�l�llllllll� ll III 1111W1 illl"I lI I I 1 I T I �I � � i I IIIII�� IIIIII,III II► I► 1 �1u�111ll11ulllll Illllllll I b f �i WAILS QUALITY OWALE OUNNAR3Y 1613-LE , it A _ __ A (5I'ECIAL GOWTRUC-TION I-IF "HOPS REQUIRED ��S l f0 INSURE SPI-CIf=I(.ACIONS A5 [_IJ"1E_D f3ELOl�1 ARE MET) AS REQUIRED SLOPE SIIPI.E f '"� __. __ .__ ,� ?W ..--uE rAIL I3 BO rI OM WIDTH (13) 2 F L " _ I.3 B MIN. ff 51uL' SLOPE Z 4 � ..---- ,► •\'� 1/2 X 2 SW. LOGE FLA f BAR 1/4" CHANNEL LENGTH 110 F'1'. u PLAN _ 'UIMANIIDLE ( .-CHANNEL SLOPE 0.5% 'r-' 26" DIA. C.I. GRA I E— L3 , U CHANNEL DEPTH (D) �- ! rjINIMUM 0.13 FI'. mal G.I. OU I LLA - PROVIDE ��� (I � DE510NED TREATMENT G.I. X C.I. COUPLIN C ROVIDE 4 0.30 F RNCO 1056 OR G.O. AT TRAP V I I� DEP f N l!3 r ) � J SLCTION A—A L1�I3I U (-,�� 0IUN APPF20vCD EQUAL _ � _ G.I. 45' DENa 0I( I _ _ o (Juk�14IlId` r-- 1 \` UJATCR QUALITY Tit' SUJALC�C�. r1�xTURE I II! u ,� MANHOLE DESIGN TU CONFORM C.I. D15CIIARGI= SEE LAN305CAPING PLAN FOR PLANriNG 5CHEDULE %IH ASTM C-47T3 1/2" sr1F TAPPING CONC. flit= (T•YR) ANCHORS. 1'1!11.1 ii .3-12 �• I 1 Z' _ =tT AND DRAWING NO. 010-`;A UR APRUVLD EQUAL.IIAN � Iia k_ ONLY ONE DROP ALLOWED 1/7" X 1 1/2" S1AINL[S;; 'N 24" PER MANHOLE STEEL DOLT V� •. DEFLECTOR CSP �, — SANDY LOAM ...................................................... -109,3 =� SCCTION -� CLAY 20% DEFLECTION ` , f ' F•Iov� COMPOOTED ORGANIC h'IATIER....... 109 �� U� 0 .. . G.I. BAND CLAMP =� PI AI �.L.I SIL._ l3 rr ,r,, ,.:) 24 ROUND 10 (`xA. OtK GRATE (EXCLUDING ANIMA!_ WA51L) DETAIL C hal 1�, ►; 1,71;Tc� A ( ) n L', MAX. tJ r.T1 c, G.I. 45' BEND 1�4" PLATE INTERIOR 12" �. =tii r EXTERIOR COATED -- -^------ -- ATTAQLU {,4 I/1 I.E. A5 '314OWN W1 ASPHALT PAINT NOTE; E5TAf3L151-1 VEGETATION IN WATER QUALITY 51VALE PRIOR TO D15CHARGING � -�-�- � '•? , i ON PLAN3 " 5'rOF'M WATERTHROUGH i r OR MAKE PROVISIONS TO PREVENT tROSION __ _ DTA. 1' ► ry INSPECTION r l_,►,j 6 MIN. CONCRETE FOOTING ANI) CLEANOUT � • r v^,� x BEFORE GRA55 VEGETATION 15 E5TABLOHED (5TRAW MATTING, ETC) OPENING � r-10"MAX. � �I ��-0 _ it G" !r� IN5TALL SIGNS ON BOTH-51DE5 OF THE WATER QUALITY 8WALE EVERY 50' 5TATING f__. =(DETAIL C) REMOVABLE DEI LECTION PLA IE SLCTION A—A I ( THE FOLLOWING: "WATER QUALITY FILTER - PLL45E LEAVE IN GRA55'. - (MIN. 12 WIDIII) MA ILRIAI: STAINLESS S IF.EL, ALUMINUM, OR EIDEVGLASS PLATE. UE TAIL A �- `-•, NOIES: CONCRETE BASE 10 CONFORM WH I I ASI M C-748 FOR COMPRESSIVE STRENGTi 1 ` ' ' C 1 . / I I 24" I'll'E TO CONFORM Wi_(N A5fM C-76 CL 111 8" OF 3/4" COMPACTED VASE MAIERIAL \/�\ _�_ _ _ _ 1� _ :" �j\ _� o I I o 101' PARnn(m 10 In. a LYNCH 1� A ' u - t_ - .. I I CUT SO IIIAI 110IIUM VCH f3AS1IV DETAIL GRATE TO BE FLAT [SANK S1EEL OR APPROVED EQUAL \� .- ::• �\�� I I or cur RADIUS O >=s 1TI� rQ \/ .. D t \ \ o , I u INVERT OF THE A I-'-r /\ --". ..... ............................ .................. INCOMING PIPE. ('~� U 3 AI�LA DRAIN an \ ... ............. . . -. ... .: :: r / `• (I I THE r:nDlus OF ITIS / ... _ ... CUT SHOULD MA I C11 C/ h GRATE TYPE 1 �j - ,-7—TT�,7-• .T -.ry......r............. .j�7T n /\ \ \ \l\� r r- \\ •' ' • I-- — — — -- -- -� ° 'THAT OF II IE IPE. DRAWING N0. 240-ST „ ••\ ��\/�\/�\��\/�\/�\��\\ \\\\\\\\\ \\ �. _ _ . 6 MINIMAL_L Y , � ��i����j , � �� aCC 1 ION 13--13 ►_.. COMPACTED F_ TOPSOIL. __._ p GOMPAGTE c l.�].AI MIXTURE yIIATER QUALITY SWALE CRO S SECTION 5UDC31RADC IN,�ID[; D�3C►P MANHOLE .S DRAWING NO. 010-SA ►-��-7 MATER QUALITY SWALE DETAIL17""Il; U CD LOCATE FRAME AND COVT! —OVER LEDGE OF AT LEAST 13 12" IN WIDTH 1 CLASS IIUII CLASS "AIT I SEE DRAW ING NO. 260 FOR FRAME AND GRADE r A A 11_ SURFACE RESTORATION AS MOUND EXCESS NATIVE MAIERIAI. OVER �• " SPECIFIED TRENCH TO ALLOW FOR SET1LEMLNT' 1 DITCHw MAXIMUM 27" FROM :.�:�;:�:;��; •, ,'.' Y SET FRAME IN NUN-5r1RINK - . .. �► 'LOP OF FIRST STEP GROUT ��.:-•;•: .- . • ° \ SL_C I TUN A A TO TOP OF CASTING - `•�•. •'NOTES: f---GRADE R I NGS (2",4",OR Wl ;.;' • '� + SET IN NUN-SHRINK GROUT :•'� . ° - • MANI101 h 1:RAML � W -MANI IDLE TO CONFORM WITH ASl M C-4711 =U •: - `• AND COVLR 13 I _ STANDARD ECCENTRIC -'2-UNDISTURBED (�'/j lJjjfjJ,� .••• -�•�-7 TIL PIPES PES ENDER I NG UR EXITING SHALL UL WATER -� --� `3' LUNE T. �-UNDISIURBED ° NATIVE c_UN EARTH [D w - - -CHANNELS TO I)L' 3/4 VERTICAL HEIGHT OF c� EARTH aCOMPACIE D MAIERIAL �L- - r MAX 30 r _- - PIPE-SMOOTH F 1 N f SI I 3/4"- 0 CRUSHEU MIN 10 a Y -f RUCK I?AM-NFCII OR KFN I-SEAL TO BE USED ON ALI. D I TCI I MANHOLE SECT I ONS - I NS I OF DROP MAX I MUM 2' FOI' SAN I 1 ARY AND 4' ` ' ,> � � ` BOTTOM FOR STORM VLRrICAL DISTANCE INVERT TO ° ••� U. MANHOLE sECf 1 UN I B" 21° vi - *--(VARIABLE I'-4') ,•i', ,'t'i%•:•�.:► n. I A MAX. ',� -MINIMUM N I MUM TIE I GH f OF STANDARD I U HE v tT MAX. _ SEE DRAWING NO. I OU MANHOLE STEPS ; �': `::• . t:• . ' ° IUP IZISI_IZ-� -- vO"--r► /1•••s'n i Q . •• • • . LLLV. 166.32 A - r> a -KNUCKUU'f5 I U BE USLD WHEN Sl UB OUT PIPE I S _ 3/4"-U Cl2U5FILU ��`'�•• ""i°� .• ° P _ a► 3 OR LESS RUCK 1/2 PIPE U.U. i� PIPE ZONE .�.• ' ' - PLUS G ••. ' ,' o •�-"� ;3000 P.S.I. PULL CI IAIN " _ _ ��Ro t �� .� v�v 00,t" 'r ' ' Sb (,MI 1/ IZLVI.,IUNS U 4[T"MIN. " odd v o „Hd� t�v o o CONCRL I L._.-_--...- . I l G" 7 -U ��� a.. 2'-3 3 8" G�� I 3 P FSE U \ �,�!�'o u � oo'�o�i�N�0 4 ,n v c�. c �1 r) ^! V(, (4 0.5! n � , t'o 12" MAXIMUM � � �� BEDDING "ud� °oy"'° �;° o" " ° " " SECS" I UN A--A SECT t ON 13—D T FT. sLUPE �' '; y k� FUIZ L'UNCItE1 C PIPE PL•' , �IiUo o o — / I MIN. FROM TUP OF �� �} °�' l - II- h PIPE 1U MANHOLE oc�' �tlo u°o 0 0 " " o r cog A NOTES: SECTION 4/11 03 PLANS CK. IL UU1�-163.2'2 / U 11 CI I INLET CONSTRUCT'I ON IN ACCORDANCE WITH ASTM C-47[3 f / , P' 1101 1 OM , „ �^ I L IN=163.32 ---- I �UI211 1(,I._=1 1/2 PIPE O.D. pLUS 4" MIN. FOR plpE SMALLER THAN 1t3" _ - 11" OF 3 4" COMPACT EU BASE MATERIAL �1 " • -I_V--' - / 1/2 PIPE O.D.O.U, PLUS 6 MIN. I-OR PIPE 10 AND LARGER _ . I UNJ15IU1�t11_U SOIL � IL 1301 f 0M=1Ei(1.10 1 U!'!CII INLET SI RUCTURCS FOR P I:�'E SIZES 24 OR LARGER 10 BE PRIOR APPROVLU 12 OF 3/4"-0 COMPACTED B MINIMUM CONCRETE UASL•: MATERIAL ; I= I'RLCAS r MINIMUM WALL. 11-1 I CKNLSS 10 BE :i" {' _ " lK rZr;INr'URCCME=Nf TO BE RCUALZ MEETING ASTM A(315 GRADE GU OR WEl_UED &' INT UM� ,) iLC11UN H---H r.► WIRE MEETING ASI M A497 -- St=T U f (1 III U!1 E: 1 ,,U )2. " unified TRENCH BACKF I LL FLOW CUN'1'IM MANHOLE _ un�f�ec� unified JU1�: 1095­009 64 DITCH INLET sewerage STANDARD MANHOLE sewerage DETAILS sewerage � ,, � � � � ► , � I , Wll: CNI I (;111<: KA` 9 6U SEWMLN 1 A 110N MAN110 , W1111 CON 1140L Ir LO YY agency agency agency (A DRAW ING NO. 270 DRAW I NG NO. U 10 DRAW ING NO. 7.80 r� <� Mckenzie Str 9835. 9905 In u' E3uP2003.OU214/U0132 f 58 j ll_:C CONSTRUCTION SET (� III NOTICE: IF THE PRINT OR TYPE ON ANY I � ili � I� i � ilill iJi , i � ili � i � il1 Illllliltlili I ' Illlllillllllll 1111111 VIII 1111111 1111111 IIIII�I I�III I 1111111 IIIIIIIIIIIlill ili I I ' lII� I 111' 131 1111111 II111 � 1 IIIII� I + I �! ► , ar>> (any. IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 �` I ii 4I + II + 6 I II LI I II _- -1 l_ -_ - . __- 1 _ L -- �- - ?L __ ___-_- 8�___ 9 10 11 12 �.r._ _ S DUE TO THE QUALITY OF THE N..36 O .—;;_.• • ORIGINAL DOCUMENT 11 -------------- . "- -- !j 8IZ B Z I L Z 9�Z 4T�Z 16�Z E�Z ZlZ iIZ 01?, 8�t 8 t I G T 9 i 9 T 6�i i i Z t I1 I I �1 I �8 8 L 9 9 1' B Z -- i ►►�� ►�� ���� ������►�� ����� i�� �����►��► �����I►�� ���� �•►�li�►i►i►ii i��l�iililiiii�i►►�I►III ►�►�I�����I��� ��II����� I ►� ►����1���1►��►�I��I��►���►IIIII1►► I1►I1►►�I�►III �Il, llll�lllllllllllllllllll111 I II I I!I l !111 111111L1111111W11J1 11 f l l l l l l l l l l l l 11, 1:2 �I I l� II�NII .11 11 I ( .,--.-�-----.----.-�---�-....-..-----..-.-..-.----.--.-�-.,-.--,-.�..-.--�-.-.-...__ - __ - J .----- - --- _------.---_ --_ - _.---__..___.._._...__.___..._._-_-____------__-___.___._____-.-.-.__.___-__.._ -_.-_.._....___.....--.�..._____..-.______.-____...___._ __-.._.___--._____...._...._____.-._..._.___� . ___ -_-__._.._....�________._-_.,_-...._..._ __ ___..•..___----___.____.------..___-. 1 ` .) r r( PtJ)� k "' ..1. r _. _ _ ou 1.NC Pic; x9,-11 LQ - L6 ANt� ) I a r 1 , 11 1)I'",I 14N _.--.._•-----•----•- 1 , . •. �`"'"'''-^"`"�`"'"'""'�""'""'"""'"C .'^�a , ' .• - IgIS(lll. ANU FINAL 1)ItAUhS: L,nn(1'.cctylc Curttru(:lcr '3 t ry tl I. lir(. tupsol R(s?p.Gf'.-I?lt!Itk ,1 �,%„ �� � 1 '�}�� __.._._. .. ..._._.. � , 3...(?.C1`,L...(J.(>L.(;S)L1SZl4C(Y(r,_.C?. � �. ._ GENERAL: All plunt�; Shull ronlulnl ko all upphc:ohlr. ,tunuurd, of the tole:>t. etlll.u)n of lhc, Arneru.cin A.,,uclutu)n of _,. ._. ._ "�oaf'. . , ; �.�. _____..•_____ -WATER UJAL-1TY SLLU It)F.UI':'1__RT1r I Nh~•••.._.� Nurt.('r ern `:,lctntkuds", A.N.S.l. /60.1 - ic,) l Meet or exceed the rngl,lot!nn:, (111(1 laws of I edcrul, :Rote, (Ind Comity UrSifytkl• ` t ,: " ---•-» -_. ,% A�' r'I'R 51"EGS r Certified ore ituzoldous insects. diseuse, and noxious a hewn sirens if fu):,ud on 011 i i not ,f)t ... :� ��1''.� r' / - ...- _..._,.. Lund.,(, 3 (,untroc.lw is to upply ( ! •t y■ . T ", _._ , . _. _.. ____. _"""r` _"°"'r. regulc)tlons, reynrding lite In.,per,tian of plant rnatcriuls, ccrhhcd us free from r te_ - Y ``Txx/r 1;'V-• - (� .,,op ' •'1a ) ,Iy Ind I,lo+ a I'l'." of tt){,>;ud in {,luntincl ht,d.t enc) (i' 1 I ! � "I �I �..._,...- ••_"i`•.r._r.,.a..._.♦ ,../Z.,J, _ 1• • :1..�1.X•••��. 1 1 1. ,' V 1 I, 1••1. y { •• r:• - _.)L, tr ,, •;' ) ('� j r� weeds, and certified fit for sale in Oregon. cc,n(Inciv( to pro{ler plonl (Irowtir, ut1( ,.i olh,:rwise nutrfieci I, Genea(iI Contractor. 1_ond!I(:ox. Cunlra(:t( cr to - ) , 1^( from them of a det(ulod gornplen of (lie. imporled nail and/or ',nil o(nrnrlmetils to the L.un(I,coprr Architect the top. ,hull be a ,randy loul,i, itvo ! ? "d' ' r-1710 . . '. =,Q�:. ) The uppurent ,ilerice of the Spocifirotions and f tuns on to any cle±toil, or the opparertl omrs,,r,n a .-> _ 'i - ( ? , "__ •. -: .:; .: �...,-. �_ - .•'• hHll be re a,-ded as rneanln( thin, oral lite (J.(:5t._(jL'Jlf;):.UI_Pru(:t11;t1 i:; to p(evuil and Ihut of ull wee&j (and dehri!t inintic:td to lawn or plunt yrowlll `� C)µ`---O, , aw,.,,. r"' descripIloll colicen'urtg (illy point. s q J Y a A L---- (�__ • ._ - r .`,, All inter aretutions of these Specificutiorts Shull be nrod0 --- - __._ --- Z' ,� '> � .. only.-motsIiot.m.tanil...ws)tisrllwisbda siC.1u..�!`.sWUlity-••al:__Isa.lz�J._UPC - I w *' ' ..- „ I ruulncopinrl shall include fir,itthrd <IrodO") and rvnn dint)illulion of I<',pquil to ulnel planting re(paire.IHenfq, C'fodl)", (Intl _- _.---.._. - 11 . w r { 1.r1,at the lausis (above stated, {l._,.., ,lupi., rthull be us; incncntt+d I'Iruttinq heel grudc±•+ r;h(tll hr nppri,xlrnutcly :S inches below udjuce.nt wnll(!t, puvin(1, (ini,hml .._1 ^-..- f adequate numbern of skilled worluterl who urn lhoroledhly bulked and experienced gradelineq, e.lc., to ullc,w for burl( opplir.oliun. 1,40111 grmling !111(111 rernove all depre,,,ions or law ulaaq to ptravide pn!til.ivn � �_ I �``` PERFORMANCE IJUALf1Y ASSUItANGC. Use n 1r{ .._..-- _ ``- irr the necessary horticultural practices and who ore completely tumihor with the sprclhed requirement; (Intl ntelhuds drainage. throuyhuuk the area �'' If 1�)- I I(. needed for the proper performance of the work of this section, I ., ' l) I P I - 21...CS� "' _.-•---� ) IfuItIT11:IL)I:jSin lgtr)tell.(ace.�ordrrne(s11wil.11rlthnll rnoa,;u(a(ilturW:I.is utl:tfrurtlion�;able wt'!til or (•frra�ia '.l;uwl.h Siloll (t(+ lr('utnd wll.lt o l , --!-)'D Landscape Contractor is to verify existing conditions prior' to bidding. I ,1! nil cape, Architect mtnimuln of 2 da s (advance not.ic:e of times for inspections. Inspections of SOIL PREPARAIIRN: Work rill oreaq by rototillinq to n "linirnunt depth of 11 iru±he, Remove all st(tna't (aver 1 I,'7." 'rite), r NOT1FIGATION: (live .a s { Y ' deficient rnuteri(iIs at )no ect ail.e. li.(iclt plant slicl(n, m(irf<,r, lunge cllunps of vP.ifatc,ti(,n, ruot'r, del.,iis, or fxtrnnnourt rnollei turned 111) in wialcinq ��•.�� Shull Iu: of (, '" cit ,) C� (bowing Site does riot precaude I undscope Architect s right of rejection of e c ( 1 ( ► (� fuiliniJ to rnrel the ohovo Il1e.IltlUlled "Slondurds" nr otherwise fuit)ng Lo rnool fhn specified rrnJlJirernent±t at :,ot forth Shull Ilumogencous fine texture. Level, Smooth and lighlly compact urea to plus ur stint, .1O of requir(•:: grude!i, _..r , •r (.1 �.• be rejected and removed inunndiotely from the premigng by the Contractor and (it his expense, (ut(J replaced wilt) - 4�I 14 f..) (� c» c- I r uiremonls, f"inul luc:oliun of all muterlal :;hull be approved )y PLANTING IIAI.L': Loy olrt all plum locutinn'l ()fill excuv,ate uU nail:; eo plunking boli., to '' fin, mire the Iut.t Hull or' r " L.X1_)1• I.3A_.)CI3At_L ! /`� gatisfoctt`ry plants or tree., Owner-'a Re to the specified coq Vj h,�I�:Ia� / Lhe Land.acupe Architect or' Owner's Representative, root syr;lenl width. I.uosen nod ntsidn bottom of pl<uit. hole. Ui:;pose of rally "nuf,noil" (n drhri, horn r;xcuvnlu,n. ( heck (f) ft) t•1 -'� C) /' i �- - Tdruinudn of plunlirly hole with wutcr, urtd udpa:rk any ulna :yhow;nra rliuiuuye pruhlcn►c. ( �t3 I �/,/ ____ SUBSITIU'IIONS: Only as opproved by the Landscape Architect or the Owner's Reprnsentohva. r__-, ''� !iUIL MITI: I're±p(iro nod rnix in each plonting holt: by ruix111g: (+; 1 GUARANVE ANU REPLACEMENT': All plant moteriol ,hull ba quar'onteed ficial finol acrreptc:nce for one full dn)wing ge(i,on 7 port nuthn± t(ip,oll (nn ,uhgoil) ` . ,1-, ,f .�� U or- one scar, whichever is longer. UurinlJ thin period the Con kr(ic:t(ir nhull replu(:o cavy plant rncal:,rfal that in nut in good 1 port Mt.luhrooHl cumpost, Gurtlen Compout, or ug (ippruved I11 ' Icondition and pro(lucing now growth (except that material damaged by Severe weather, conditions, dun to Owner's -'' �'�� -.-.- - '-i, "� L '�---• _ `'h• q 1, 1 • tr1 tier. >f' fin tlnnkinc arta, ar lost (11.10 to Vnr)cloli m), Uuuruntee to replar.e, (it it() Thoroughly rnix in {lumens hole and odd frrtilizer9 of the IollowlnrT r(tlen. - •( f, ne.yh(Je lino, norrnelly unfor(rgce,n peculi( t , e I J / ro. t to Owiler, unarceptuble plant rnutrrial., wil.h plant, of ,erne. varit ty, rule., ,i7,@ unci duality us plant unyinully rpetilied. Sntull Shrub:, I/ti Ib./ plant Shrub, 1/..S to 1/!. Il)./ plunt lro(a 1/3 to I Il► / plural l', `) ✓' conditions of guarantee on replacement plunt Shull be surae us for oris inol plunk. .I A 1 �- IG:Rf11.17.GR: For trees oral nhauh, uqe Cornrnrr( iol fertilizer "A" Inorganic (!i 4-a) with micro nulrient+t (ind !iU glow �,,,.( �I) t' I�� A I' F."1• Re r'•rentuhve's ins>ec:tion, call recei)ls for Sud unYtendn,ent an<.I topsail rrlecasinq nitroge-ii. I or' fine nec;l lawn m'eo, u,e Co mmeromil fertilizer "Il" (11 •I(i--t1) with micro.•oulriantri (ted rill'! 'a• i� ,.r:•1 _ «-_._.... _. ._ •�._�- _• er"a / I_nndncupe Contractor shall keep un site for Owner's p e., { I nf.r Lr.I (f `i)M I.n'IIN NAM(':/ Common Nomn `.it11`: S;f'ACIMI g ) '' r' (i, ,I for tilizE:i lu deliveries, ,low--releasin nil.(rn•er1. For .(awn n.1uintenance use Gommircial Fertilizer "(:" (2 p•-o•-IU--2.). RQ-RU-1 I I Y ( 4 __ _._____.�_..__ _.. _ _. ___ Water Quulity Swale: 1 ' 1 (' PItUIECTIOtd-Protect existing nae<In, sidewolk9, :arid Curl,<;, Innd,c(ipincf, and other fec,l,urog r'emoininlf uta final wtark. Vrrify `•�' M �' GROUNRC1 VCR 1-X153'9 d> (rot nt ( tilitieS ,rior to doin work, Itc)ulr and m�ke good un donlude to servirc lines, existing feutures, PLANTING 1RLES AND S1IMB S: I'lont upriglll. and fore to (five Hest oppetimnee or relot.iontihip to 7djercent plant'! and I. ,t, 413 AUU ARCIOSfAPHYLOS UVA-URSl "MASS." 1 (Jul, O.C. M.�.VmL1 JR IoGatlt)Il of un cr J a 1 ) { y ( J Y ,r q . Murrnarlulttnits Kinnikionicl< etc, caunn(J by lunducupiny inslullutiun, ghurtures Ilnr.e (i" nnnunurn, Itghtly c.unlpar:to(I Itryer of prepar((1 plunhnq !;oil under root y. ttrn Lnns(.n curl ncrnov(s � e lJ I' ( •cin . ) r red ., ,r a tc ) twines binding and huil(q) frc,rt top our,--h(iIf of root bulla (:Let off (.It.<utly all broken eir fr(iynd rug t. , ( ( •; 411 LVG Cla(rNYMU., FORIUNL.I "GRACILIS" 1 (jok 3' o.C. PLANT GIl1Al.l'IY ASSURANCE-Deliver direr.t from nur,rry, Mnutluut (incl protect roots of plant rnalnriul from drying or other out, Stagytar Plants in rows. Clu<:kfdl plunlutq hole with Soil rnix while wuil(ing r:ac:h layer' to elirnin(,ke void, W. (`.� it (T1 nriiias Winlnrcroe,er F.uan ims :"I Glp 1.1111 I.AVANDUI.A ANG051'. "1111)1 OIC OLUU." I yol. 113" a.c, po:;siblc injury. afore plants in Shade untJ protect lhen't frorrt weather intn►ediutcly upon ilclivcry, if not to be planted wllhut r"� Iliticoto Olun English Lavender four hour's. When opproximoLely '•'/;S full, w(It.nr' thorou(Jhly, (tier) tdlow wnter to suede (iwny. I'lugr. (ernctininq hncaclill rind de:h !;I it f c gf•t h rri �, ); „ �•. ground pl(ult. to hold water'. finul grado nhould keep root bull slightly above nurrotOndim) gr(ide, riot to exceed I Inch. t�) (r ;j Cs (:(': 171113115 (:AI,(:YNOII)I.,, L.MLRALD (:ARF L I I gal. 3' O.L. I:,?<�,.,?_Lt Nutgrry atu<:k shall t>c healthy, well branched (std rooted, forrnrrl tr•i.1^ to variety and sper.ieg, full foli(igarl, free of ditreas(., I.11mrold Carpet Urprnble � ������ Wulcr uynin until no nturc water i3 uL>,orbcd. Initial mitering by irr'igutlun sy,tr,m is not ullownd �► in Jury, defects, im)er.t,, wends, and weed roots. Preen Shall have !;truiyht trunim symmetrical lip:;, (.and have un in tart �'r '4. �^ sl MUDS �t ,inglr, leader. All Plants: Trus to Warne, with one of each bundle or tut togged with rite common and botanical ruantc un(I STAKING OF 'IItChS: `_;tube or, gtry all tr'cscs. Skc)kert shall he 2" X 2° (Hu(n ) rluulily tree ,tekr., with point, 1hr.y gh(dl t)0 111) BMW 1311X115 MICROPI IYLI,A "WIN71"R GIA" 2 t ul. o.c. � �' J l size of the piniltg in ar,<:ordonce with gtundcards of practice of the rtrnericon Association of Nurserymen, and shall conful"t of I)nu(11(aq Fir. can(ir Wird slur ay. Stoke to lin minirtuun 7/:S the hricfllt of the tin<a, not to excrnd I3' -(1". Drive stoke Winter (Tenn Liltloleof Boxwood ...__.. ---_ ,ry ) r 1"'•'^.�.� '� �h lU rite ;ilUll4(1�G.SINS:.SL.L'1.9t)..k,..�1.t1[l1L'.5, 'Ic•1h2 Edition. _._.,_-----.---- . _...__.._._ 1 (,I C,IrfONf_A51f'I( I AI2NL11 .) tel. G u.C. firmly 1'-•li" below the plent.iny hole. Tion ties for dreiduuu'., trceq shall he "C'hainlur.k" (or hr.ttrr). I'or hvar(pecn Pree+, f1 P(I mn Cotunnot;ter J ���`' / \ `t Nt � ' 'c t(r'r t•' c 'own sloc:k: Small runtorier-grown ')(hits, furnished in rentovolllc r.untctinrr% shall be well rooted to en'fir(s 1!,0 "Gro-Strait" lrrn I'i(;s (of, a rentfur(:ad rubber Itu:;e (Intl guy wirrr;) with ef!ay winos of a nnnunuln 2 .;franca twltif.r.(t 12 71 CS CIIRMII$ ,F:I21rE.n (Jul. b' o.r. 01�011 / � � ,yC) �,ry \ (,) hec,llhy growth. (',row containrr• planta Ut cwttoiners ea rninirnurt of unn your prior to delivery, with roots filling,) <:onluutrr eau, wu'n.Rcdasinr gogwtad .� '`\ r ; "�^ t;., T but not root bound. Bore root ±;luck' I?ootn well-hrunc:hed and hbral,s. Ilullr±d and burioppe(J (13.Kt1a): 11011 skull lar of « r r:' �U" �� �i \'' .r '''• turlo) spend. No loose or made ball will be acceptable. MULCIIIN(, (N PLANIIN(G5: Mulch hlnntind orens with d(lil(, well -ratte:f (ir (,r' hnntlaca< hurl( (rneeliunl grind) (or u!r rgtpravnd) v -•r (i LAC LlIONYMUS ALA IA "COMI AC(A .) guf, .a U. Uwurf--Win rad L:uony,nun ~``"� !0 "t �C ���, natural size to ensure healthy growth. 13x11 shall be firm and fhn a { ), (1 ' � J fit, to n depth of 2 inc•heni in ground cover cnr.(is cool ! I/:1 inche, ut shrub hedh. Apply evenly, ii(,t hi(Iher thou (Ircul(: of ar, )c 9' ' ' c' got. 3' u,c. (�� '�(/,� '�' ,I plant un it same Iron) the nurgrry, (incJ rake to a Srr►uotlt fount) Water thoroughly, then hose clown pl(nlhnq (,ren with 1 •. I,--1 'T, 12 LIIV CORY01 ., I LGIINAIU., VIRIUI5 2 y 'y•/1y �w+' �S ClAryops Daisy (%) /r� ,`.\ �3 r !;pray to wash leoveu of ,lunln. fine I f t �_) (') 4 ,1V5 JUNII L:RUS VIRGINIANA "SKYROCKLI'" I3-It As Shown Slcyr•ocket dimilm (� INI/ ',p" �' .; '' '�(�"�� Z,�,, �-_ I]- '� "�.. �``��-.� ""�., FINE LAWN AND WA ILR W)ALJ fY AREAS: After area, have hoer► piepured o deacr'ibed undri soil prepor(ition, float or' tlr(1( R', ' 17 NUG NANOINA 00Ml S'11C:A "GULF 5111LAM" 2 cul. 3' a.c. � � "A' Cl � ••t).,1 I Y 1 1 I f Y ( I I"Li' _. � I 1 O ! i �S, % - lawn <tn(1 water (until ur'e u)i to r(+c Inrrsrl g ru<Jer In her Ic)wn (ur±ct (1> d f;tnnrnr.rclnl 1 erlihzFr Mix "I1" at Q `.i It),• )c^r Golf StMICIM Nomilim �� , S_ %p r't•! - t)`'~1----- �, ____ .�» "_-..,_1 1,000 ,quare fee. and r'ul(e into ,oil ,urfuce. OO. NUI, apply fcrldi0r to WutOr (7ui,hly .,wcde. L:,tublitrh c)n oven, fin•. (=) [;_) fel Zrl (''C f'IIYSOCARPl15 CAPIIAlUS ti gal, ;i' a.C. �> C1111 V // l(„)1>�, E..��• j /� RC1 _ '~-,.,� ~_'" t , , �; :;n'cadt:r (it rite 1.rnifurrn i1'rkr.:1 u�t *+ +°'' h in rl \ M " Y1--Q�!ta int '�•, '`"-- .. textured .,c rd bc.d Incrliny g;nrJc,r, larinir;s unit t0xlw'c. ow ,eed with u rncchunicul { 1 Western N obp < �l� •"".--, note<.I below. Itul(e s<:e.(I lirfhlly to provide: cover. I'-" -�I (/.) 0 40 PLO PRUNUS LAUIt. "OT10 LUYK1i:N" tfJ" 4' a.c. /. ,or A121711 Nm_Q_ �1:„ l , _���` Otto lm ern Laurel It ,I' t r x1. tJ", - .� --._ Sr�.U• Ifluetru <ro;s :seer.) conforrnin to a plicable )tale lowm. No uoxioun weed needn. Subunit Gutuonteed (n,uly;,i.,. 1,.. , I ,1 I' h f(GW f2110000[:NDI�ON "GOML'li WAT'LRLft" tr'" ;�' o,c, { 1»�'l1 '--_.,""`' (�it1A L.nWrc Sr.1r.41 MbC "(:horn )loll" geed rnix oa 5u ) )lied b `.feed Penearch of Ore(on -- or uy o tr'ove.cl Saw rpt .'i It),. '-"�'"+J .1. / f / r -W j"r ...,.,. I l II' Y 1 Irl )' Gomer Waterer (�hadodnn(: m ,<'� f- , I' ``' � -- I'c*r, 1,111)11 tc I1. 11 RU I�IIUUODCNURON "I1NIC)UE" 111-21" a' a.c, 2•-fxIST. r=ata 'I'f�hV-.5 "" EXIST• 1^ r'j ,'• `�-�'�`----_�; I. -- -f1MW r �alf I:A4IN , , ..,�i WotAr (�rrnllky S3eotl MI)tr Tn colitnin 20% Creeping Red C'rsr.un, 7U7L I'rrcuniol f(yni)rna�, (red 10"11 ;tighter•,; Culaliol I)nnlyrunt !iarcl must be ctur, t-1: Lhiklun Rhodadendron 1'O i�L»MAJN �;. l.l1NUSGAP7:NG� 12 5130 SPIRAFA X 011M. "GOLUMOUNU" 2 gul. 3' o.c. (rl" IZ" c:dl.) c'°rR%"� (i-N1)O '10 h:EMATN 0� /' ' ) / �,,,..., ` i• ,�,, and weed Fier, 'iaCd at '' tUs. I,UUU n(i. ft. (( Goldniound apiroa -` 1 .i "•�• 1r ANLI: _ (.. �' 2-I:)M W \ MAIN WN a 13 SO SPIRAF.A DOUGLASII 3 al, h' a.c. ;' ori` � /� )c , 1 1r ��,k ' y _ -r \: . / I I ,pA "v + \," • ,' Him Lawn Ar�nn: 11tH Inwn ureas ,boli be rnuintnint d by woterind, mowing, reseeding, suet wroc:hng for n ntinirnlnn of Glp ! •) Douglas Spiruea / TF?rsF f I'zO1'-C.TION " ,-.. (1) - \ IMr` rf \•'•' du site*r' ser,rlinc. Afl'rr ;SI) cls s apply Cuinrnen:icd l'erl.ilizer Mix (" (It 4• lbs• per 1,UOQ sq. ff. mow t.uid I.rrp tit I , _, ut 1MES FhIJGf=, sir NOT'C5 - . �i ��/ ;.,� , Y 1 Y a �4. ,< �" ,,,If' , ,� r"r""o (]/ N. ,c-� . :r, 4 K. to 2" ii! heulhl Remove (sipping, and dinposo of off site rn r_I_!:I: 'i AR AI.NUa RUBRA 2" cal. As Shawn �`�` •' +^ ''r r�"� r/,� '• 1� Water (hi allty Artisan: Ar'ean nholl be rnorntoined by wotrrinq, renovdiml, and weeding for o rninirnunt 60 cloyq after' rle.r.(hn<1 l_)1.1., ", Red Alder ,/ '",' "J �!/ �0 "' ��(IN Water quality gwale in to be kept free of debris and maintained to irmure water flow. [ '^"'1 4 ARB A( (At Rl1f1RUM "13OWI IAI_L" 2" cul. As shown / / �.�`-.�` , �\ ,o '., X;I;riT. L�I•JN "11 r%' /-(Z�) Do lied Muplr, f ;/ ` I nUIJ' !-` (i-Al1lJ' "� `� .. �� 0:: `_,,, f\ . r,.",,. , F?I=-Sf=:f� AfC'hA�i r. _(`, C �� � I''r(,ter,t (kirk rnninfoin work de,r.rih(�d in thrnr ,prcificetinn!'t ugclin!il all (icfer.tl) of moferinlz and wnrlunr;nship, I:Irrc)tlgh Final ( j 3 ARU A(.E:R RULIRUM "OC1013ER GLORY" 2" cal. As shown \ �. \ � �''y fa7(. 11.11 RBED (3Y hJ S13G r,' '', C cat:cr)tanr.(s. Reploce planter riot in notmol Iteolthy condition cit the Incl of thi't period. W(ttor, word, cull.ivut(:, rrndr.lt, `_ October (,Ivry M(iple \ \ .''• '� r0NTi-.,UG'rI0N ," '' „''' ,F r r ,` r ( �jC„_ \ - , rent f plunk to proper grode, or i;pii(Iht position, remove (loud wood and do err.( tory ,lortdrtrd InoinlenHncc upct atlon, 1 CI_f-_ Cl1I�'RCSSOCYf , LEYLANDII "f ME,RnLO IaL.t.' G-7' An shown I'• 1�, �, "tib 4, ar �.. \1� 3-EAC � � � , L'nlrrcald tale L(•ytond Gypres, \* �y, ,r�, 1 I �A �_ \ Irriyc)te when necnsuary la avoid dryincJ out of plant Inakerials, un(1 to promote heullhy growth. 7. FOR IRA%INU(.i (:1XYCARNA "ItAYWOUI)" 2" col. As shown (` \�\ \ gid^ )h �1O 1, W q \ ��'"I r _ )(' -r•' ` --»_ ,,I t, ,•' , �' \ r, \ _� w,, ,.,'' 1 I -�/� I ..tL3(� r ---- - GLEAN-'UI • At completion of e(ech division of wort( oll extra rnetericd, ,l pplies, eglnplH .nt, etc,, ,Roll he rr rytnvnd front G I)CC P,'Rl1S CALLF.riYANA "CIIAN1TCl.II:R" 2" cal. Aa shown i •t?,Xrla1, Iv1API..G \, ' � "'13(� \ ,� r, �'' j'Ic?QI"'( �'I T L 1:NC: the 1rte. All walk,, pavrrtq, or other stilluc:e t ,hull he ,wept clean, ntlalrh ole o t ,hall hove debivi rennavg d and only roil Tr��I. T(� r�[:hfA cN GYRUS l A Flowering pear / _ . ' ' \ ��m �rI cleared from sur'foce• All ureas of the pruJOcl nhull be kept cleoo, orderly clnd complete ,r t :r " ''_AN' 7 ''1 -14•-UMW 10-AkAJ- .� , 't' . ),_. �-.l 4 FIM I •,L0I)OI50GA ML•'NT.,ILall ti-I' As shown O. r-Al, f I I'EL ,) ,(,1, --� Douglas r a' 1-I,L(I I1 N I'A�i') 4 psis l'ruNus `1LRRlII.AIA "AMANl1GAWA" 2" cal. An snows fHt1=F M(?N'fW5 'fD \ 1G'=>1UU '�, J 1-CI_L' --� Artonogawu Cherry M,T.'fTG;A'lh ., i �, 1 \ . 4 11'1- IIIUJA PL.ICATA "I'A511GIAIA" 6-I' An shown (, f►-., \ ..�� •;N) `'. 1.�4JN ' 2"ISM f f.:MOVAI. OI� 1�7r2 e ' ('c , `/-NUG ,' ___..._.._.__.__ . �. - I _ _._ loyun Cedar r X5 I, t s \\.��I /�"� I'll , I;x 15.E Q1+L1�1-«a ``I kL,l s , 1 I l U , ' ,', ---- 7-1.3 M W \" \. ,r tri ( , I (( Q PJ` �1Lu1 1'1 I 1 !�".`' Ao , - 2-NC,C, "', 1 j - (41M � .1 ) 1. C;uI)t -nctor i to verify all plant. du ant.itie_s. Il. ! '" �. �� (�Y c 2Adjust plantings in l.ht. field u, nocessar Notify Lartd'scupe r \' - Z. ,_ (�1� �''ty1t�I r. 'I . c 1 f g Y Y r �,, L`FJ,. _LIlL.-J� UM I \ (,I�UWN Uf I2UC)IL1nll I) Ar'cliilcCl (If (Illy chortgc', in It, rr ! , _./ '�.1 �; irr lrtl' rt( L3nl�lC 1(> 111 n' (` A 1 �._. •I lid'. ''1,, A. N �? (�; i-I IO it I2f INl'OIZ('f M1 3. f�roj.(A is to be irrigated with an uutorttatic, underground ir•r'igotiolt r' •re'«'""� 4. � , , . • y;. "" . • , -- 2-I'M J r ;,, + r�r" •*' .) �e'�'�ww.� !`�I ,J ,L.,t._I`r,.L ��r l� '/ Ili l)1i 11'It (Jll (il�u"' C�.) �.. •1 System. � `I Iw><:I:S7�--' "i'' `� -r � �"'' "� C) f� ���,Z�� t.-� � ( f r r t 1 •-% S ll(AIGFI f 1121':L TIL:) C) •�.. t � ,r t rC ROM tom' �•• r. l.__. " ,1$ •1 'F�F._ �!«�. !1`N� {+!�� __ _. �__ __.__ _- __ ��` ,; r-'4 _ (;( A J.N� • , , • •,•,L, 11 V l rr,� \ ()IZ oil`A ,}; 0 S hA ISAN ; ZONING . ORE i. — — — — •- — auJ JOHN50N STREET — — — — — — — -- — ---- — rf�� ,949 ' E _ . . ..._ . . — . . _ . . _ . . I — CODE ANALYSIS ��' c�ho�z�' f U O--O C)---�U—_—.p�—O-----O---U----O---O----p- -0-----0 TTI I - -��, `�-- I�IWIPEIITY LINE „• �____—_ / ZONING CODE CITY OF TIGARD - DEVELOPMENT CODES 2001 I -- �+._'� --- l '� ( �•� �!.".....�;;-��:;- QTR, SCALE MAP XX o ' Off-•p� '------,��_ O'-- -- - \ DEVELOPMENTAL 1; I _-.--• 1 p —'�' —� — —_ _ _ STANDARDS ZQ�E SEA NOTES ' --- -.__ �l •� � `'''c\ ' - - - — _� ��-- �--.__------ 18.510 N N ` ; LOT 1 R-12 290,778.26 SF MIN, LOT SIZE IS 20,000 SF w LOT 3 B PROJECT BUILDINGS LOCATION -- _-- PAWING -- I O EXISTING "sF-ou 6,78 ACRES Z t!1 ' B LOT 2 R-12 21,780.6 SF PARKING WITH FUTURE MODULAR , (NO WORK THIS LOT U \ - LOT 3 R-12 %0,897,8 SF PARKING USAGE ONLY 1 ' EXIST. BASEBALL EXISTING I (NO WORK THIS LOT) —,r r. __- ELEMENTARY SCHOOL I j0-4 MELD �. / ,T, ` ,. �`-'�---.:�-� � 333,458.6 SF TOTAL PROPERTIES AREA O N U01 USE CATEGORY ALUM mu BUIL-DIN LAT 1 0 ` / r TABLE SCHOOLS COND. USE 11,617 SF MIDDLE SCHOOL ADON&R NODE 18,510.1 CLASSROOMS do LIBRARY (REMODEL PORTION) L..) ISCHOOLS U ' � ,�,, � GOND, USE 11,749 SF 0—F�FI-CE�LOBBY Ac LOCKERS F.. $ LOT •1 p I A (NEW CONSTRUCTION) O _�� , �\ / ~�:'., a`KK� ? RELIGIOUS COND. USE 14,439 SF EXISTING CHURCH - �-+ ��_ N © -0` �- SANCTUARY do OFFICES U 11 r r1 03 \ E tp CK (NOT PART OF PRUJECT) d �9�0 -`�-` I •[, �`_ SJHOOLS GOND, USE 13,982 SF EXIST. ELEM. SCHOOL O u ��- U CLASSROOMS 3c ADMIN. z ( s `_ / (NOT PART OF PROJECT) Ln Vi L �_ ,• , � '- SCHOOLS GOND. USE 2,680 SF EXIST. ELEM. CLASSROOMS � < m -I / �;• �, ' '•� j, Ek16T�� `--� ' (NOT PART OF PROJECT) OUTDOOR R �-- SCHOOLS GOND. USE 981 SF exlsr. MODULAR lI aY I �• / _ ��� , n (NOT PART OF PROJECT) F'ARIC NG \ / • y' __ '' __ � `r (� SCHOOLS COND, USE 1808 SF NOT PART OF PROJECT) �I SCHOOLS COND. USE 1810 SF MODUNOT PART OF PROJECT) �'-•l STORAGE ALLOWED 1,826 SF C W ! ST. VINCENT da P�1 0 DISTRIBUTION CENTER C.•i p \ ` TO BE DEMOLISHED '` - _ - ••••••• _ 61,683 SF DOES NOT INCLUDE OUTDOOR _ - - •!', •;.. ••• _ OVERAGE CCpoVE�Ep gREA R DEM `ISHEC I2©,. / ` •• _ _ `�. r. • ' ,'� `�� -_ ST. VINCENT ds MAUL BIL C7 ` •' '.'. • ` 92,038 SF TOTAL IMPtRVIOUS SURFACES y 5E----,-�K ` •• - _ r / L T (DOES NOT INCLUDE BUILDINGS) w r/ ~� - _ _ - ••• - STORAGE ALLOWED AREA NOT FUTURE ST. VINCENT d. PAUL x _ DETERMINED DISTRIBUTION CENTER () I \ NOT PART OF PROJECT ,• . •�• - �r, .,�. ••• - ..� • •. 111 I ( ) d '•' - `. U) - `'- -� ~ 000000 SF TOTAL IMPERVIOUS SURFACES : ; . - - ; P160PE LINE (DOES NOT INCLUDE BUILDINGS) ew • •• :�' •• LOT 3 4. \ .` .'• -' ••• �« PARKING LOT ALLOWED EX15 OFFICE •' _ ,,, w CNS !� � •� _ _ `•N 000000 SF TOTAL IMPERVIOUS SURFACES • _ ~. ,� • •� a - �� ;�^ •�� � DEVELOPMENT �• ✓�` _ _ _ STANDARDS $ Q PROPOSED NOTES I - - _ - - _ - ~• i r, TABLE MAX. BUILDING HEIGHT: 35 FT. 27'-8" FT, �.• _ _ •• GYMNASIUM 1 v -' - - - - .` •. ADJACENT 18.510,2 MIDDLE SCHOOL Cry 7nNF TABLE ' _ _ r ••t` � I MIN. BUILDING SETBACKS GYMNASIUM 18.510,2 •, h , O '✓� - FRONT SETBACK 1 S FT, 19 FT. 20 FT. REQUIRED • •,! (SW Mckenzie St.) PER 18.330,050 I 1 , q ► I y 2 SIDE SETBACK 20 FT. 20 FT. REQUIRED �' .� --_ -p' (SW Grant Ave. PER;.;,,.;•.r•.,.:,,.: :,ti:; :.y.; - % ) E 18,330.050 r$: S� I 61 b 1 E •.rr. SIDE SETBACK. C 0 FT. 18 0 R 111 FT, 2 FT, REQUIRED UR ;' Y Q ED A R D i A to U but C G 9 ) R .� E 1 . 8 3 G.D 4 �j 3 50 v X T _ E r h _ A C K {`;`;' '' `'t'' •`• ••• REAR SETBACK 10 FT. 18 FT, 20 FT. RE]U!REQ (SW Johnson Sl. p _ O O ® /,•, �.:✓ ,;�a;, : 'Y .•. .`. .`.•. r ) PER 18,330.050 •' °" ��•`�`• ., •u. �"' MAX, BUILDING SETBACKS NONE NONE 06 MAX. BLDG, COVERAGE MAX, BOX 21X OF 61,683 SF — �I -}- SITE AREA 290,778.26 SF w �C<EI `IZ ( E 5TRE E I k—ONE WAY) MAX, LOT COVERAGE MAX, 80% 53X OF _61,683SF + 92038SF R.O.W. SITE AREA 290,778.26- - r - r I1ANI).SC, RES REMENT c�, MIN, LANDSCAPED AREA; 15X OF 47X OF 137,057 SF �+ Z I SITE AREA SITE AREA 290,778.26 SF LANDSCAPE ABUTTING 15 FT. O D•-2 15 FT, O D-2 I I Ik CG ZONE BUFFER YARD BUFFER YARD - " o 1 N PEDESTRIAN REQMT'S, Lo - k CHAPTER REQUIRED PARKING: FIXED SEATING a PARKIN _ j 18.765 1 SEAT/18" X 987 LF . I VEHICLE: x I 658 SEATS ♦ j LOT 1: 140 SPACES REVISIONS � � �([Q�Q FIXED SEATING rx ._ . . 1 LOT 2: 59 SPACES 630 SFO 1 SEAT/7 5F 90 SEATS � ,X.���x�x.—x--■_-—�---..-x--- , LOT 3r + 49 SPACES L7 - x � 249 SPACES 249 pq 74g SEATS /''� /� }1/� I I ZONING I ` FLAN I /� I SPACES 3 6EATS/SPACE l.iA I PU5 4 Z1../I V I I VG SITE I ' L A V ;3� 4/11!03 PLANnl CK. �10 1' 40'-0, • BICYCLES: 18 SPACES 36 SPACES 6 SPACES/CLASSRM, x LOADING; NOT REQUIRED 1 SERVICE E 'NOTE 5 GENERAL NOTE 5 LEGEND SPACE X —• N) O DEDICATION © SIGN - "ONE WAY - DO NOT ENTER', I, eEE SHEET AI.03 FOR ARCHITECTURAL SITE PLAN NEW CONCRETE ADJUSTMENTS; A. 18 FT, SIDE YARD SETBACK, %ickenzie Str 9835. 9905 °i o `SET DATE 3/�/E'3 ! ii 2 NEW ADA COMPLIANT PARKING SPACE - PAINTED 2• TRASH/RECYCLE ENCLOSURE CALCO. f3UP2003-00214100132 B, 18 BICYCLE PARKING SPACES, 10 of 58 NEW BUILDING, BILE a1.01 O O P N ED ASPHALT SIGNAGE. C. PARKING IN R.O.W. ON SW MCKENZIE TO REMAIN FOR PHASE to CONST, ox SEE II/A1.05, BLDGS. SERVED "�" JOE3 2112 1 5.2 NEW LANDSCAPE PARKING IN RAW, TO BE REMOVED, STREET TREES TO BE PLANTED, & ADDITIONAL p 0 AREA OF ADJUSTMENT, `� GI MNA6 UMHOOL II,b2ra 6F 46,l2m SF PARKING AS NEO TO BE PROVIDED IN PHASE 1B CONST. DWN 0 3 8 REVISED VEHICLE CIRCULATION I�ATN FOV 11,750 � � 4 OF/1,000 � NEW ASPHALT 0 ELEMENTARY SCHOOL. VEHICLES t0 BE DIRECTED �` r`v CHURCH 10,100 OF I80 SF ROD, IF PHASE 18 CONST. IS NOT 'UNDERTAKEN DURING CONDITIONAL USE PERIOD, THEN S� BY MONITORS, NO STRIPING PROPOSED EXCEPT OFFICES 8,03a OF �-� EXIST, GONG. OR Af3PHALT PARKING IN R.O.W. TO BE REMOVED, STREET TREES TO BE PLANTED, & PARKING o x 4 TRANSFORMER. s 3 - PER KEY NOTE NOS, Ih 1 `I, MODULAR CLASSRMS, 4 3,620 OF 216:61 Sr` PROVIDED t0 REMAIN AS NEC. TO BE PROVIDED. 48,120 OF v i G SIGN - 'ONE WAY - ENTER' CS) NEW `,/ER ENTRY/EXIT, THEREFORE, OK v v •--� A1801 _pQ) I CONSTRUCTION SET C� 5I4EETS M:\S-7_\St,A0hony\21 1275\cd\ NOTICE: IF THE PRINT OR TYPE ON ANY III III III i I I ' I I III III I I III III 1 1 1 I 111 1 III III IIII ! I I III III I I III 1 1 1 1 1 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! III I ! I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I' I ! 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O A •' �'` \ �`•.��~—` / \ `r' ,(�f ``�. �� �' �r.°• �� <= '1'l`�`1 O T E V LANDSCAPING 4 k:ONCRETE FOR NEW VEH, ,,` '�.,,� �•_.__,---..•.. ....-•�.. /� f� `\�''- `~~``�`-�--.... ^� O ENTRY, EXIST. ANDSCAPI RELOCATE EXIST, TENT AS NEC. TO ACCOMMODATE NEW SIDEWALK - COORDINATE W/ OWNER � `.-.-.«.r ~` "` _ / r \� ;�''f,%� -`"" - \ ".- •�. ~yam~ �� VE ALL WALKWAYS, LANDSCAPING, SITE r� / 'j'�'�""�•.,.- / �`"`~ « O FURNISWI G5, PAVING SIGNAGE IN TH15 AREA. FIELD V L ` % / a � �� ``�-• r \, I. \ \ - ~» VERIFY ITEMS TO BE REMOVED WITH OWNER f, z �/ f / �~'``"� -•r"� '�\� ° ` /�� �� -"'- 4 DEMOL15H EXIST. BUILDING c�7 Ioe— N i \ / \ C� 1 �' S DEMO, EX15T. A5PHALT DEMO. 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'Y-WW fd'lW'yWW�r;V• VWJ yyWW W\',�•W�y�W wy•W , , ` -3- -WF_WWw�yJ t- - /_-�VW•�WW�Ly 3; _W WWV,I ET:e'�. ' �_ ' • ��C f +M1 .0 v rr .NM `I 0 ` 1E•aGN , ] T , 1*2 0 u �1� R S...+ 1949 12 X1 � Oh 00 LLj � V ft-ft ta C04imucrict, C3 12 41 MID )LE 5VH00L 12 ADOtNRE O EF .W V/ , `' rn J 14, y, mw 12 41 J.12 IV IV 12 W W y y W W W J, W WGNJ W J O 1 O1 W W J; 5 ►vo_' 1 �t • O 41 IIIZ \TYP0 41 1k 3 y yW W W OFy y '41 y 2LNEW GYMNA51UM +GNUw W w Jm '1 y W W WW � ................. ......51. .. , W W 'Y W EL � W 14, �. . . . . . . .. . . . . . . . . . . . . . . ONLY ONLY W • !' W/ *5YONLY OM 71 A ,12 12 7,2- MONSOON SOMEONE 9 20-0' 19 2 -0' (<--ONE WAY) 01 R, P- A ?GPITEGTIJ�' 4L SITE FLAN I J r�:l ]io, N1 _ T REVISIONS Vol I' -- zm'-m' 4/11iO3 Fi.ANS CKW '. KE 'NOTES GENERAL NOTES REFERENCE POINT OF EXISTING MIDDLE SCHOOL s NEW BICYCLE RACK, TYP. OF (9). EXIeTIG ASPHALT PAVINGBUILDIG CORNER t0 BE USED AS MONUMENT FOR I. SEE CZ FOR SITE UttLItIEB OUTSIDE THE LIMIT OF GYMNA9IUM DIMENSIONS, TRASH/RECYCLING ENCLOSURE. CONSTRUCTION. . `0NEU' ASPHALT OR CONCRETE PAVING, ?. SEE LI.01 FOR TREE PROTECTION, 101 PASSENGER LOAD ZONE TRANSFORMER SET DATE 3/5/03 NEW LANDSCAPIG - SEE LANDSCAPE PLANS LEGEND EXISTING CONCRETE WALKWAY 2NOT USED, PILE o40 NEW ASPHALT PAVING ice, 1127;EXISTING STAIR NEW UNIT MASONRY RETAINING WALL - DESG •IL['. CRETE �1-1 NEW CON NEW CONCRETE WALKWAY, NEW ADA COMPLIANT PARKING SPACE - C'UN CPK, 4 GAS 4 ELEC. METERS. D6SCtABLE WARNING - DIAMOND PATTERN CREATEDOX SEE 13/AI.05 WITHEXPANDED METAL GRADE, TYP, c NEW EXTERIOR CONCRETE PAVING. SIGN - 'ONE WAY - ENTER', PAINTED ASPHALT SIGNAGE. S NEW LANDSCAPENEW CONCRETE RETAINING WALL - SEE SECTION 12/5102 E,V-) '1 WEEP HOLES ABOVE GROUND LEVEL 0 3 FT. O.C. NOT USED. 01 \1-^_1^~ 1-_- - / —/-,- 1) M Mckenzie Str 9835, 9905 NEW ASFHALt .0BUP2003-00214/00132 ) NEW CONCRETE DRIVEWAY APRON SEE CIVIL DRAWINGS ' EXISTING CONCRETE kIVEWAY APRON A180312 of 58 FOR ENTRY EXIT 81M, EXIST, CONC. OR ASPHALT 0_X TO REMAIN CONSTRUCTION SET_ M:\S-Z\St,Anthony\211275\cd\ . NOTICE: IF THE PRINT OR TYPE ON ANY 11 IMAGE 15 NOT A� CL-EAR AS THIS NOTICE, 1 II ► IJill 111111 may- a� �W4 11 IS TO THE QUALITY OF THENo.36 T8 8 IlouwORIGINAI. DOCUMENT 89 $Z LZ 1 11I� {1a {{ 11 111 ,1� Nll� 41/2 CLIRL IIV MA` MOL AN TOOLED V, GON U /1E �� W W W W W' V �/ /� -� ' W W y W W W 'V �W--_—W W W--.—W ,y-�_v—. - --- S{•�f ._r I -- 1 �,--_._.�_.. - • F I�I ll•\ U ,. w �• .y , W W W W W v W 41+ NOS I NCS 1949 �f �v ' - --- FO clllu Y W W y PARALLEL 2,_8, J' f' I���L 13" 5'-?>' 13' 12'� r0 TREAD _ _.___-- o1 _1�_] Isk -f' I ONO-> ON ON - - �: AL IC,N al. _ ��lo 21-66. 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OF (2) - r �,: r?OSS 'Y '�, �yn'�,l fX V r• ,(wV' -- - p� xKt' TRASH/ h " ",� x �.iYrk. xsvr x' — — v, v 12 SEE J x ��ti KEYNOTES RECYCLE b IlAh:3Od1`.E('.)' wV - - ENCLOSURE V• • , kw r - / u , , •', [ �r.. _ I.m �' \y� U1/ I�dL: �r � 7.� Ic1� . _ _ , fS�: xS"y r ,CI111N I IC'.G'1/�TC' ?r• °Y' �'�' r _ _ r S:?�`kk � I� ,; $'CIS RETE NCE POINT OF X18TING MIDDLE OCHOOL `Ji J/ Ji Ji `J i+� a - ��``. ,n y,? „ ,nY �; ` ;,5 N - . . %tr�;' BUILDING R. c7 BE USED A6 MONUMENT FOR � ,•� CORNER, T ,�j.�. GYMNASIUM � � �.., - ' �r��� �� ` " � �;`M1 �'' Yv� �c5•, ,x,�;�,y„<�;I � DIMEN810N!�. � � J/ � � �j/ w w ,f rti •rI , � "f ',,,,,..; - O PROTECTION FENCE FOR EXISTING TRELS nn _ 3 109 L �V L\ � � �,(, J, �, �, �, � y ,1'. '" I. �- - - - - - - - - - - - -" - - -- - - - - - -- - - NEW LANDSCAPING - SEE LANDSCAPE FLAN$. O w - - - - - - -- - - �' � SOU�'H ELEV, — — — — - - - - - - - - -- - ® NEW ASPHALT PAVING QZ LL ONEW CONCRETE WALKWAY, ++,J �, � . 5 5TA I R 52 - 5E CT I ON T 5 - » '1 r� �v Y I I `�� I V C J...051.1 R NEW EXTERIOR CONCRETE PAVING. 1/4 • I -0 A1.04 1/4' . 1'-��� w O NEW CONCRETE RETAINING WALL - SEE SECTION 12/I,�b2 j y I•# WEEP 14OLES ABOVE GR�I,MD LEVEL w 3 FT. U.C. > ® NEW CONCRETE DRIVEWAY APRON - SEE CIVIL DRAWINGS, 9 NEW BICYCLE RACK �, I'�j; �, IO TRASH/RECYCLING ENCLOSURE - GATE LEAFS MUST / ISR �� •�' OF OPEN MIN 100 I I PA99ENGER LOAD ZONE 9 �'� 1 �'' y 12 EXIOTING CONCRETE WALKWAY14/ 4' - \ , •• �l r ' '..—» r_ ».» ».. r.. —{'�'��-�... I4 13 EX16171NG STAIR t -f - Im5 > ELECTRICAL 4 GAB METERS, 5... 4/11/03 FLAN5 CK. ON 'I ► 15 NOT USED. ,�. / J' X1.1 •� �� �-.-.. __ .':'- ____.. - '-• Q --- -•f9)•� ---•-'-;-• *---- - -;- - - ' •� IOF3 (" b CURD STOP, - - Q 4 �mG I ,_ , t ,\®. -• - -r Y� I-1 EXISTING CONCRETE DRIVEWAY APRON - - I , I I I y _. _ I 19 _ I I I I � � y. oo �. z I � � 12 ��/ __ r' -- —--- - _ -. 4 EXI I ASPHALT PAVING _ •, ST iJG A NAL P NG ' -< IO1(CJ I I '1'-8 S' fL>' f31' 0' �' S' 0' ` 5' P9' B' �' pj' (�• O• r $, O, — ,-8,, ;.li • t"r� I,QJ , �J, �l/ .� - , I 19 SIGN ONE WAY - ENTER — - , LOADING :-.�``'. ..-- �.. /5/G73 f—f _JL i� _, � 5rT r>A I AREA _ o �" ;`( " a _._ _... ___.__ �.__, - - --- - _ _ l TRANSFORMER PAD - SHRUBS MIN. 3 FT. CLR, 1 I l I J Il �`�s- � it " w W � •J, ® 1. AI.04 F3 LLA D FSU LARD IOp �� � � y � �I' J� // 21 'LOADING ONLY' SIGN - ;SEE 5/A1,05, 21121r .2-- c O _I_ - - - J / / 2' 2 -r�' � �' Jc..�l� , /� f:.UJN G1.1K i ECS ` I � \ \ , ,,�''r..�, r - , _ ( " » ,_0. 5'-P�" 5'-0' S'-?�' S`-?�'_ 5'-m' 5'-PJ' / �1VD d •�; \ � - 5 -fly 5 -0 5 -0 5 -0 5 -m �i 20 w W �V J� �L �Y �L �Y �L �Y �I/ ,N7�'` Mckenzie Str 9835 9931 NEW CONC. - \\ \ N , �'� N I. t,., 6UP2003 Q0714i0013'< ITE t_ t)' - U I �/` \ . :_.+.::. Sof 58 Y I E f `�L A RG E tD [TE FL AN �� 'r q` DETECTADLE WARNING - DIAMOND P,4Tl CRN SE`S J, c� (�iAls04 CREATED WITH EXPANDED METAL GRADE. �1 I� o.x CONSTRUCTION SET CI: '',11t�L: t:: i NOTICE: IF THE PRINT OR TYPE ON ANY Ililfilr ili IIIII � i ' iIl ill 1 1 III Ili Ill I ►IIII III III III III 111 III I I III III III III Ill I�I Ilill I III III III III III III III I I III III IJI III Ill III IIIIIII III Ill ( IIII II a� C)UL� IMAGE IS NOT AS CLEAR AS THIS NOTICE, l_ I I I_11 -I-- I _. I_ 1 L - I- 1- I 1 - I-41_ I I-- L l I I- 1- I—I_I �_ I I I �� I I I I �U I 1 I I 17 Y-, 1 ITIS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT rl(�F I - 1 -I I I I I �1� I 9Z T 6Z SZ ZZ [Z UZ 8i 8t L9t 91 8llllllll IIIIIllllllll IIIIIIIII IIIIIIIII lllll►llllllll I�lllilll lull►III Illlllllllllll� I I��l�lu 14111111 �t�►Ittlillllllll�IIL�IIIIINIII (2) '9 CONT ooq sxsx 1+6 CMU - ti I ( ' S M SAN Icl?� 1 GROUP SOLID r URLANIJ, I CGUI�. 14'-4' CURB DIM CURB DIM ' �^VERTICALC ��, 1949 IP►D - �' n' SLOPE WALK2' b' SLOPE WALK CONC. CURB .,�,-: ,• - - -----__ - GONG. CURES .. _ - � 1/4'/FT. 1/4'/FT (2) «5 AT ��a O.C. VEDSH,, I/2 RADIUS--� �_ _ I/2 RADI;18 <_ HORIZON I'AL u[ t .x_'� SI ONh.•' - _ __-- GUMC. SIDEWALK ON O O • AGGREGATE BABE f .Y •Y ,ter • .,. - - - � ' , _. -. Zz `lil 1'�4 3 r •, ' 4' MIN . CON SEE 6LAO LANDSCAPE 1w, PLAN 4 bxb W2.9xW2 ,9 UAW- JOB y : I i� i �ti E ► ' iii `T = ' 4' PAINTED rl Ir - 5 =) �� { -, EXIST. 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RNATIONAL AGCESSIE3ILITY SYMBOL � _ LANDSCAPE I , AT EACH SPACE, SEE 12/AL05. 1 , , - -- , r v t5 �"rT"i� � J r � � �I`'1I_ji PLAN 1,f''i� '1 ,I,°'i i� -- u � ACCE841E31LE I'DARKING t31GN �vAN• f_._ U r, SEE 2/AI.015. , '. , tf rt p`" ( f.:_. UNDISTURBED SOI1. ® _ , ' AGGREGATE BASO ,� ._ .'. . REMOVE PAINT ON ASPHALT (DASHED). ,� d .1,'. ; C;i„f' 1 11�-1 I I_=_ I I'�i. -j" ;�'r�. `- ,cc, - Y o ,a�)o t1,nA�>„ ,o . ,o f,o�,� o r 1� d `t S.7 K kt' ; �1 �� ��I II , d ,d l >I 14� i1l1-- z�>�'�I,, x� � cx li� K1�y ..,.� ua I ' wig ® EXiSTING STRIPE TO REMAIN. w )�:1: 11 � �,ju-!.' NOTE' ELOPE WALK AWAY SECTION il,,,ll� III„.III_ _I 2 -m c _11 .. -l 11 I� .. �� J 11. 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(A� D,5, 3 RFS.- (j) (A) CL9f z11T FO JY 0IR0 1 105A n s OFFICE SEE SEE / I I Z. a :r (D 0 t k ­ ___ (w (N ti 40 L 0.Q_4t 0) (0 \, -,, 04 all ill I Ul in -401, A CO-J" all FVL3 0_1;1 (pjF- N t TR • CEDA S'-6' -611 r,1 (01 11-C N : L i?11 ui ` — - b EDGE OF ROOF ABOVE dka� 1-04— 1--.- - 5 -6, , C4 ASS'' M_ 171 a,- --- 7-61 FE alp -k 00 MO q J L - - _ . , I L C") SIN 21-11 ti► )) ll 00 - E-D, 1( lu 01 I PJ. I / II I) ABOVE 5'-0*41 51-0-41 X ADA ADA 08 ALT. T&P _j r L_ rt L UE� 0 124 (A) A HB �D r-4 lei. DIV) 50*1`6 4 GIRL5 TfR 4 LOCK.ERS (� CYMNA.S1�dC1 i 4 .0 V2.0) &,0 EL10j, 0 3 A T 3 ...... GENERAL NOTES 1, ALL DIMS. TO FACE OF STRUCTURE UNLESS NOTED OTHERWISE. ial -(L I WA ALT. ALT. D.O. IL I;I; KEYNOTE JU �,J /�, PJ, u�I U EDGE OF VENTED FLOOR - SEE GYM IIA2.01. Iw u BASKETBALL BACKSTOP - COORDINATE W1 COURT 4 EQUIP. - I I I O SEE FOR LOCATION SEE GYM 3/A6.01 4 A8.01. C) OF�ELOCATED PHONE FROM MIDDLE SCHOOL. NEW 45 TELEPHONE SHELF - SEE MIDDLE SCHOOL (DEMO PLAN FOR 3 CURRENT PHONE LOCATION. SEE ELEVATIONS AND DETAILS. 3.07 20 "QJ10 SOME CABINETRY 15 RELOCATED FROM MIDDLE SCHOOL. L1 �� I t I O SEE MIDDLE SCHOOL IIA2.01 DEMO PLAN FOR ORIGINAL LOCATION AND GYM IIA(2.01 FOR NEW LOCATION, LL 07"M� j7-717 OI2'xI2' STONE TILE WALL. SEE GYM 61,4,6.01, EDGE OF ROOF ADOVE RFCF-68ED VOLI.XYMALL STANDARD - INCRF_A,5t=_ S.O.G. L (00 'THICKNESS TO V-0* MIN. - FOR LOCATION, 5EE GYM 51DELITE TO DE TEMPERED, 3/4-HR. FIRE RATED. L 4/11/03 FLAN5 CK. 3.2 LEGEND: x Q KEY NOTE. WALL TYPE - 5EF_ 410,01. C?r_T DATE 3/!�/03 T)-F. DOOR AT WALLI:IL.r= AG2-01 0) LOOR PLAN JOB 71121r�-.2 1/81=11-01 021 IK 0.6 Mckenzie Sti 9835. 9905 BUP2003-00214/00132 16 of 58 A2901 X CONSTRUCTION SET C _ 11-J'. 1`5 L .................... OR phi 11" NOTICE: IF THE PRINT OR TYPE ON ANY 00 4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, L-1L _ .L_ 61 --L---I_._ 10 11 1Z CJ ITIS DUE TO THE QUALITY OF THE No 3b OTZ ORIGINAL DOCUMENT I 111111"t'll 1- 111!111 111171111 611 11111 II L 11 1 411 11�1 *1 1 1; 1- �11 itill1wil '1111111 Ill 1 111114111 L FV_ L.414, 1' f, Et r FP I 4i_ 4� 4 ... .. ....: Tom. .. •::, -.r. ',., : ,. -.;". ,. .. :. .,..: 1 r �.':.. '. '�:r-A ""i' 4 1� � -a ,.'i .v11i.LVk+rx.l,•iLr$.. 4 {,.; ,y�.. n: lir -.wr, •4 xAd ,, ^' .4w, 1 4 10 nS M AN 2 4--- 'two 1949 2 14 15'-1 I/2' +15'- c 3.0' 1IU.D +15'-1 1/2' +15'-` 1/2' 14 -6 I/? T.O.D. T.D.U. T.O. .OD. ,Q TO D,6. 13EL0 D.S. Et OW - SEE ELEv.O.D. \E NOTES EE ELEvROOF TOP CONDEN60R - BIDDER L4It DESIGN %,ERIFY SIZE AND +14'-6 1/2' I +14'-6 I/?" ---- DS I I i j �'J LOCATION rr� T.O.D. T.O.D. +14'-(o I/2' F Df.�• T.O.U. - I 2 MFCH SCREEN PLAN PER BA615 Or- CONDENSER UNIT - t.O.D. VERIFY REQUIRED CLEARANCES WITH SUBMITTED CONDENSER Q., U I i I UNIT. W I u ROOF HATCH. ►-+ .. PARAPET 0 x m (1 ROOFI r JOISTS2 U I" I 1486 v TRUSS fROOF NOTES � I �• OELOW - "Y. t LOCATION i7 I. SLOPE ALL ROOF AREAS MIN, IIA' PER I -0' UNLESS NOTED I OTHERWISE. _..10.0x. TYP: I w n. LOWE.P ROOF _t _ _ _ _ _ - _ g 2. PAINT ROOF VENT3 TO MATCH ROOFING COLOR. O F^ EDGE OF 0 WALL WALL BELOW �- T.U.D. (ROOF E WI I ---� I T.O.LS:(R GF BELOW) T.O.D. (ROOF 15ELOUJ -I(I w' T.On. U b OC I r, j�� + T.D.D." T Q D.'f ` O.D I/? t O_-5 I M I I. I I L..E G E I V D .D. MELOW �'.::,. iQ 10'-©• T.O.D. TOP OF DECK EDGE OF - WALL BELOW --- -DDC !-UCQ- -gii�l �� - I ROOF E SLOPE DN. TO DRAIN 0= 0'' HATGHO i 'LR . i I -OD RD �• t t � � � ► t ! 1 x \ 1 j i o o ROOF DRAIN 4 OVERFLOW DRAIN _10_ a z i i i 10 6 I I I _ i 4 i �1 c _�• ' � �BLOPE �j SLOPE / i i l,_` ! ( I ! I i ,.�� i T.O.D. 1 1 I I (3- -� Op ROOF DRAIN W/ DOWNSPOUT BELOW 4 14 f14'-91/?' of5'-71/2' - - TO.D. I T.O.D. T.O.D. D^° OVERFLOW THROUGH SOFFIT - SEE 10•0x BLDG. ELEVATION nl - -.. t� C.ES -" .1_ - -- U �I T.O. . (ROOF BELOW) SCUPPER W/ COLLECTOR F30X 4 4 OVERFLOW THROUGH PARPET - SEE Dio-56 u BLDG. ELEV. - RIDGE _ RIDGE 44 3'0 3 0, - WALK MATT 0- (J EDGE OF ire ii ! WALL BELOW COLLECTOR E30X BrLOW I "�',•>;� CENTER OS ON PANEL SEE DETAIL 6 i' 10.0 coo 428'-5 1/?' +? -5 (/?' r.O.D, ; O. -T.O.D. dt SLOPE � SLOPE \ � � -4'-0° OVERFLOW SCUPPER BELOW 8EE DETAIL LL Z 7� T.O.G. ^T.O.D. — — -- "rte - t , .�• .�....�-�.��--�..�— -:�------ �— CC T.O.D. � 5'-0' _ 5'-0. I EDGE Cr- __ 3.P WALL BELOW 03 4 F;CvlSlol�3 ROOP FL AN 42.02 [1.x C4 (No ,SCT DA I l: 3/r�iO3 it 10 FILr- 4\Gt2-02 UX. JOE3 211215.2 f CV of U� `���IIM//7A►ti� '\�i/CJI Mckenzie Str 9835. 9905 r. 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' F'-•Im P-10 olr� P A U TRANSLUCENT SANDWICH PANEL SYSTEM. x_ _ i '13 CONCRETE TILT-Ur PANELS, I�) � RAPET SIJ -- - - WIDE HORIz REVEAL IN C ANG IT U �a■ DEEP X Icy" 10P Or' _-1'X7'BATTEN TILT-UP PNL. J p - BATTENS o �il �• �f, I ✓.>" (�.. �� R- - W/ CONC. TILT.-IP WALL JTS.21 ) '� U B �f �' =---,-• I7 _log) __ I7 �I-_-_ - cm- r2 ;' 1,-I 1 15' V D I _ SHt, M1'L. PARAr�Et GAP - ALIGN STAND � BEAMS�: f ';' O.C. W/ VERT. WD. B<TTENS u , p O ie.o _ SWT, MTL. PARAPET 1 CAP STANDING SEAMS • \ f'J r / /9 _ �, 6 f , i - - I14',0' _+ ERE NEG. Ca ►� x - ,�' ,� - - - - - - E WUAL6 ILJI-I ioo AT1£ TTL' - N 4 U �I 'X4' I L. m.®• a.o T.O. 5. A TTEN" lo.o L d A T --- EN: 91 0 - a %_for or• •. ,., .. ; . . •. : . �,�- (- - - I ._ - -- - - - --- __� --_- - - -- - -.+- -- - o bAf3€N --�-,— \ -,. A�, ! ■ IE CEMENT PLASTER WALL SYSTEM. oC A Jr ,�►'' _ '"'• Cl) 9 COAT MODIFIED LT7F -T.O. 51_Ai.3 -d - 40' 40' 40' - UNPAINTED CONC �8� NOT USED. A 4'-0' EQ. EQ. 4'-0" 4'-0" •1'-0" 4'-0" - 40' 40' 40' _-- --.__-.- -_.. . _ _ -__ _ RCT. WALL Q T: �PANEL � PANCL PANtL PANEL PANEL PANEL PANEL PANEL PANE PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL I L ELEV. �I O LRT L ALUMINUM STOREFRONT/ENTRANCE SY01 EM, U IN A3.P�1 I/t3'■I'-@' CO) SPANDREL GLASS. O A A2 E C E � I I TRASH/RECYCLE ENCLOSURE - SEE 3� � � U I� Im_ _ ■ . , ■ , ■ , ■ . , ■ . ■ IA Im �� Ell -0 00 EXTERIOR CONC. STAIR AND MTL, HANDRAIL - SEE z v>I ?9 11 1 81tE DRAWINGS u` _ . .____ _ _ _ - T.O. ROOF I ' 1 _- _ _ - — - --- U� STEEL BOLLARD - SEE SITE DWGS. tJ 13 CONCRETE PLANTER. ■ el . aM. - - ` FIN. FLR. * GYM VFY, THICKNESS Wf MFGR TO T.O. MCN SCREEN - - - _I I - -- - --- - -- _ A - �SIL -11_T, - \ DETERMINE T.O. SLAB ELEVATION. imp 19 �; 19 19 7 U 1� 'o° 19 / Iro ELECTRICAL METER r FIBER-1' W. PARAPET-- --- ---- -' I _ P•1? F'-12 P. OIZES P-12 � P-I? 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FORMING WALL U H 0 BUILDING SECTION 2 5UILDING SECTION Win) v8 ■I -0 �' 2 3.m ►-� r — r TO. ul. .. �. , Ir - 3.0 I I ! -0 I .. ..__...__..,....-......r___..»__.•._,+.._..._...._....._«..._._...._..,.�..___... _.......... _.,.. ........ ......_..., w!,,{" O,B}"HBr1\ ♦!Y '11A.cR,'-xm 9"lW,11P ,M"CRN'�_.lM,f IM6rJE.V"IMr"..f11P,M"•.RIr,nII- • '.1b\1M'IM-'I,fM'lll"b!'.IIP�}Iq"• . __.. T.O. PARAPET r.7 BAG STOP - BACKSTOP BACK5IOF BACKSTOP a. - J ao G 101 D� U - - -' _ ._ . .,.. ._ . _. __ _ ._._..._ . . . ._ �A>: g BOYSsg ..I �Q I - . I r .+I FINISHED __r __ _ —` _ r�.•�" , I� I�, c h Irs FIN15HED FLOOR u 5UILDING SECTION 4 �UILDINC-s SECTION A3.02 I/8"■I'-0' y'J A Lu 1�0 B� MAEMN) SIM ~� 29'-11'1" _--- --� — An Aft (,1 - - I —�-- -- •_= r� T.O. ROOF _ •^ V 4 - _. -. --- - •..1 -1 Aelum ,�� -` -�T.O. PARAPET Y I NS T.v. WALL r�E ll., O h I I I I I x OFFICE �vRf� I �; �>/il/�:� PLANS GK. [G 004 �GI62 L05DY GYM I _ 5 SOPP I �" *-IN16HIED - x FLOOR �• 1 UN 0 - -- '.N GA FILE NO. FC 4503 FLOOR-CEILING 5Y5TE:M SOFFIT, GENERIC, I-NR. FIRE 6 BUILDING SECT I ON BA6E LA`T'ER +�?' ''YPE "X" GYPSUM WALLBOARD APPLIED AT FLOOQ Or- 5/4' TAG EDGE PLYWD. APPLIED AT RIGHT ANGLES TO Q !'ILIA AC-13-02 RIGHT ANGLES 7,-) CHANNEL SHAPED, MINIMUM 6' I--lEEP, I6 GA, JU1&T5 W1 I''A" NO, b PHILLIPS HEAD SGREW5 W/ 3,2' PILOT 'IIP 6' A3.02 I/B"■I'-0" GALvr BTL. JOISTS 9) 24" O.C. W/ !" TYPE "5-1• ' r ALL SGRI W5 O.C. AND )~ND JOINT5 AND 12' O.C. AT INTERMEDIATE J015TS. .IOP ;117."I"a.2 24" O.G. FACE LAYER I%" TYPE 'X' GYPSUM CE lK APPLIED AT RIGHT ANC.aLE5 TO J015T5 W/ 'a i"-�! -12' SGRCWS �) 12" O.G. AT CND J015t5 AND INTCRMCDIA1'r �15'l L� I!%" T1'F'r ac7 'G" 13CREW5 12' O.C. PLACED 3' BACK FROM IT'4,- �IDr_ OF ENDciym >.,� J015 i 5 AND 51'AGC EsLWEU 6" FRUI-1 7-7-FE '5-, F'�. iW5 AT JUIN I. `; OFF5FT 24' FROM BASE LAYER JOINT5r O Mckenzie Sir 9835.9905 l.. u I 19 of 58 HlIp2003-00?.14!00132 A3802 A) 0if; CONSTRUCTION SST LL'X. NOTICE- IF THE PRINT- ORTYPE ONANY IIIIIjfIIIIIIII IIIIIIIIIIIII I IIIIIII IIIA I III�III iIIIIII 1lIIlII VIII I IIIIIII IIIIIII IIIII�I VIII I IIIIIII IIIi!I1 I�IIIIIiIIIII I IIIiIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII �1a a�� �(�C'L{ IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I I I L� I 6 I I II 8 I I 1Q i t I 12 i ITIS DUE TO THE QUALITY OF THE No 39 �'�'~�• ORIGINAL DOCUMENT �E I 8IZ 81Z L1Z 9�Z 9� 6IZ L'IZ I [1Z UIZ 8II 8li G�i I91 �Ii GIT ETi Z�T �t X i e 8 G 8 9 fi £ Z T arnM I I l I I I II d� 1 III. III III► IIIIIIIII IIII�IIIIIIIII�illl IIIIIIIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIIIIIIII Ilfl IIII IIII IIII IIII IIII illl�l 11 IIII illi IIII�IIII IIII�IIII Illl�lllllllll�llllll�l 11111i1111�illlllll II�II���I lW Ilithl I U ty.�, �o; I A 15)A I I #100 III-01 p R 1 GU MINN" p I 1� I T.O. PARAPET WALL SECMON KE %T-- NOTE 5 : 1949 1Q31 NO y �_LS- NOT USED. C2 NOT USED. 5HT. MTL. FACIA. 7-, 5 P. 5D. SOFFIT Gy u 6, 1-HR. RATED ROOF.CL.G. ,466EM5LY T 0. ALUM. STOREFRONT/ j TRANSLUCENT SANDWICH PANEL-*\15 E M. 0 80 CONCRETE TILT-UP WALL - SEE 5.3-01. u 14 K; Imm (�) FLU5H MET, PANEL BIDING. STOREFRONT LUINDOWENTRY SYSTEM. 0 1 2 3 1 2 STOREFRONT WINDOWENTRY SYSTEM 1111 9 �4 INSUL SPANDREL GLASS FURRED WALLS. C) 12 NOT USED. u 9 T.O. ROOF 11 T.C. ROOF ;N4 0 Id IT -5 x FOOTING - SEE 61-01. V) 20'-4' 20'-4 FE-RIMETER, FDN, DRAINAGE. G� T.O. W T.O. HSS ALL 105 CONCRETE BLAB ON GRADE 51-01. 0Z"_ 0 ., R WOOD SPORT FLOORING SYSTEM - VFY. THICKNESS T5P5 HEAD W1 MFGR. TO DETERMINE ELEVATION OF S.O.G. NOT USED. 4r% T C? LAY-IN CEILING. (D T 0' TNO1 -I:). I ID. Liu-- ---T----F F 0 -06 T.O. SLAB --k T5F5 5ILL �r-4 Iko X, r WALL 6ECTION 2 < M. `p: V1 T T.O. PARAPET T.O. PAR,4FET T.C. MTL. DECKT.O. MTL, '' ' ' N SYSTEM & Z 1 L T.0, ALUM. T.O. ALUM. STOREFRONT/ Lu 'Q6TOREr-RONT/ ENTRY SYSTEM ENTRY SYSTEM 5 UJ M ' I0c: 1I 1; lot-04 IS �� 40 41 0 LAY-IN Z% CEILING BOX 5M. - OEE -0. 10/82,02, LAY-IN SIM. C;EILINC-i 18 � elm. 61m. :�j 3.0 61m. REVIOIONS n 411110PLANS cr, /X�I j6giC6 -.,XI -T PATE 3/�,/03 6E3 x c.) PILE AC13-03 0--Oq -04 o,-o, J07 ri 21121�,.2 17- - X, 01 01 --- • 7f : . 4 . . I � . . . p T.O. 5LAE3 T.O. SLAP FIN-15-H-FLIR. 4 FIN15H FLR, C)t: ("j 0 15 15 15 105 \X� 1414 i+ (Mckenzie Str. 9835, 9905 CAI'm oca 4 1 14 BUP2003-00214/00132 > 20 of 58 A13 -0 3803 A . r4 A LU N AT LOW ROOF WAL 4 L 5ECTION AT G;`4rM ALL 5ECTION AT G%'rM LL 5ECTION AT LOW ROOF WALL &ECTIO CONSTRUCTION SET 51-1EE15 4' 1).x M:\S-Z\ )*t.Ai i U im iy\2112 5 NOTICE: IF THE PRINT OR TYPE ON ANY 00 4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, No 36 -.. �. IT IS DUE TO THE QUALITY OF THE 9 z EZ 0 1 st 111L 91, 21 1, Illlllllllllllllllllllllllllilillllllllilllllllll !IIIIIIIIIII ILII`1 1 11i", '1111 1 ,11111 Ili II III, � III 1 11, ,, I � � � 11 1 111111ulil� gilORIGINAL DOCUMENT LZ 9z 2 . ......... mill 111111 111 41 ,1111111111ilil IUM UISAN WA--LL SECTION <E *r' NOTE5 : , E� �N�, I 1949 �� Q NOT USED. f�% ()it' U� E 3 1 Q2 NOT USED. 1 Q3 NOT USED. - - 4 - 5M1`. r-ITL-FACIA. I `� O� CWP. BD. 50FFIT / C Q6 I-HR. RATED ROOF/GLG. A55EMf3LY. w N TRANSLUCENT SANDWICH PANEL SYSTEM. ►..� T.O. oa= T.O. - - - o ROOF t 0 ROOF ® CONCRETE TILT-UP WALL - SEE 5.3,01. U � ® FLUSH MET/ PANEL SIDING. 201-411 �- I _ _- --- ._—'-- --- 2 81-4 1 � v --- T.O. H55 _ a PANEL 7 ' T.O. CONC AN Q r .� l� IO STOREFRONT WINDOWENTRY SYSTEM. \ 5 2-�'-©' I - _ I) STOREFRONT WINDOW ENTRY SYSTEM W1 INSUL. w ____ �� „ 7'5F,5 HEAD ® �..- _... _ .._......._. .._ ... .._ - SPANDREL CxLA55 AT FURRED WALL. d ,.••. .. '' • '' 12 NOT USED. 134r • ' 13 FOOTINGS 5EE 51.01. 0 _ .• 9 14 PERIMETER FDN. DRAINAGE. -.. ..... __._. .. .._._. ,', 15 CONCRETE 5LAE3 ON GRADE - 5I,01. :A __._ ...____.. __....._.,_. .._.-...__. . ......._ •1 :. g WOOD SPORT FLOORING SYSTEM - YFY. THICKNE56 _.. _ . W1 MFGR. TO DETERMINE ELEVATION OF S.O.G. NOT U5ED. ._: - l8 LAY-IN CEILING. Q C7 v A S .. ,• .. - / D UJ .tet -- - -_ f� ' N .1 :� - _j AII _ .._ .. ....,_.. ...,_._.._._....._ 3 1 �.: I T.O. PARAPET _._�_..._.�..___..__..___.. T , u V. - �• I •' ^,' +,�. ,117 �l';+�7(w. , •• ,111 `y 7r.:i,, �.�,Y I. ,�. .�/i+;� r i • \ t1 •r \ ,V d I yw, 1� `I .. % � . _. . ..f l ''' •, Icy.:. / I REV16IONS i s~ ++I�� ,A 1 ;/r I�+ ' A•' (,�' r �4/I1iO3 PL,,-\Wi CK. I-OR 00 —I(/ • ' ' , . FINIDH FLOOR "' FINISH FLOOR , A A ,r - :1 FLOOR - ' FINI N _0 15 15 �'r 15 Mi 14 D E 1/5/03 I�• _ 10 • aCT r�-r I r-11_E nc13-04 r), JC 0 211215.2 a cv v 1>I (_ 1 iv u •n) CXR (f%-\ 4 I�UALL SECTION AT G %r'M � WAtILL &ECTION AT GYM � UJ,4L.L- 6EC`fiION AT LOW ROOF r .n 3.(d4 I/2's i'-O' _3.(D� V2"_11 OR •�� 1/2's,I'-OR Mckenzie Str 9835.9905 p I BUP2003-00214/00132 r)Y 21 of 58 A3804 ' `rl CONSTRUCTION SET ii.x � Lir �I II=L-i a I_\,t.At1lliuily\'l NOTICE- IF THE PRINT OR TYPE ON ANY ► 1 1 S I I III III III III III 1 1 1 1 1 1 1 1 I I I 111 1 1 1 1 1 1 1 11 11! 1 1 1 1 11 1 1 1 I I III III III III III !I I 1 1 1 I I III III III III III III III I I III III IIII 111 III III I I I I I I I III 1 I I ( I I I I 1 �`1 �Uva{ IMAGE IS NOT AS CLEAR AS THIS N��T ICE, � --- - ----- --11 __--_ _ -_�l _ 1 g � �I 17 DUE TO THE QUALITY OF THE _ No.38 ORIGINAL DOCUMENT £ 8Z 91. ++ LZ 9jjZ ++ 9Z 'bZ �Z Z IZ UZ SI Ri LT 9t Q[ 6l !�AaI T,,,,,w,I� IIIIIIII�LLIi� IIII III I I 1II 111 IIiI DLIII1I► IIII1I1111 1I►If l ► T 1fL 11 III IIIIIIIIfIll11111111111�11111111111111111111 11111111lll �l III I_IIIINII A REL6cXtF NA' RELOgATE.0 CABINETO CABINET,! OMA M I'S A N RELOCATED CABINETS MUTT N ADA 1940 COMPLIANT PL-3 T)-P _j SINK BRACKET (PL-3) 10.0 _F1)W FOIL SUPPORT -BENCH — E N _—BENG0 117--7117 __11 IF BLLOW —1 —, vr j�- OPEN r j INEW C L R. 47.5A6E, TYP TO MATC14 D 0 CABINET ecl� 50Y& LOCKER FROOM (G105A) (GIRLS SIM.) 0 00 _F 0 ��_6- TN__ 01 'Ile KT_ _i N_/ V_N T -11 T 4 IT-T_ 1, A3 r r 0 1-4 2 C.J. BOARD P4 L) 0 u u bl t3ACK5TOI­ E3ACK5TOP - u _.. L�l O u BACK5TOF - • 0 cJ• 61 TTT M BLIFACOER6 61 BEYOND- 41 D.F. WA .L' `7 \WJ/ . . . . . . ►--I z 4 0 GOAL, WALL PADS, 4 BASKETBALL COURT /-� ` O EQ. EQ. q lop%, _ - - Jx -�� _ - �4j _ - - _ -- _ _ _ - -- - - - - - _ H.11- __1 E­i le r'-D SCORE- ICNBOARD LAL BACKC-'FolO U, u BACKOTOP 3ACKSTOP ,6"M. ...... I—r—r-r r'T 7 X� L . . . . . . UJoA"'L'. W" .4. . ..I. ... • . . ... . . . . . ..11 8'-4D' GOAL, WALL PADS, 4 BASKETBALL GOAL, WALL PAID5, GOAL, WALL PAD6, I BASKETBALL COUR- 4 E34DI<ETBALL G"rMNA& UM (GIV7 ACTICE COURT PRACTICE- COURT <F*�NOTE5 ---- -- WALL LIGHT IO RELOCATED CASEWORK. 6EE M.S. IIA2.1 DEMO PLAN FOR ORIGINAL LOCATION. FIXTURE MIRROR 511-AT COVER O FULL HEIGPT T-1 STONE TILE. PL-4— DISPENSER PL- - MIRROR L AIL VFY, LOCATION5 OF 5CORE5D. W1 OWNER, 0 ADUr. DUCT6 NOT 5HOWN FOR CLARITY, 5LE BLDG. SECTIONS GRAD BAR Gr M A3.02. H U U ° a ° l� �,,,, -- TISSUE PAPER,., U16PEN6ER 0 Y. V_ 4 cv L BASE, TYP. TILE 51BI-01 GROU F JT. TYFIL "X" td-tAe-t- Gyr. 13D., 4 50Y5 TfR (C3105 ) GIRLS TfR (0105) TYF, 46,01 1/4"°1 -0' SEE 131AI0.02 FOR ADA MOUNTING HEIGHTS c)F='r.41L WALL TILE F44-V*10W SEE 131AI0.02 FOR AIDA MOUNTING PEILaP75 o 6- ol T A 1 3/5/ E2 r-I L I- (-Ix JOB 2112 Ir,.2 DLLN c"'HK u;> ij— ­-NEW F1,40NE Li L) 14 614ELF GYM j:4 0> L Mckenzie Str 9835, 9905 V OF)BY 0100 BUP2003-00214100132 41,1 22 of 58 41 114'-1'-0' A6w01 CONSTRUCTION SET NOTICE: IF THE PRINT OR TYPE ON ANY IMA%3E IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No.36 J 'i Li 91 9 t 11 hill 1 1: 1111111!1111 , - I i , III '14.11 11 ORIGINAL DOCUMENT Ic 14TZ 1� �l � i !UN T Cl I —[A L I C- D.�. 2 (4 - �- (2) FIXTURE HANC31Nri GAC3LE5 �~ I A' Mt IIA .4 I AT OPPO�IT E CORN-JR5 R5 �Me►I I�' 6A f• �-�QF-� SECURED TO STRUCTURE wr X J� UI 0 EG N Q U.S. 1949 ,$I, 80 _ T BAR HT 1'1 + N - - 11i " ul - l_Ir, \ CEILING GRID E�T� -OFF,-_ �' + �. ± � ®tr CLIPS AT TWO U ' - - - -- - -- -- -- - -- Maim 6f¢�a DIAGONAL COMhREg51UN u+ iri POST 12' .Y. _ As �•�dl GO 3 -- -- .y .® RNf:R EA. WAY C= -AGP-1 4CIZ-1 aye 5F 04 aI J + _ 'A' F Itl U -- -- - - -- -- ---- -� tC2°1«�.. 'L'' CEILING GRID E HANGER WIRE AT + - - 45 FOUR WAYS R - — u 8 .. - - - -- - — IQ ,Q ,Q„ l-•- ,a. - - ;Q -- - ,Q, - - - ,Q - - - �Q - _ E �. Q• - G2' -- Q -I G3 �Q Q •Q ]IV, SAFETY CABLE ATTACHED ;' 2 1 �m lTO CEILING GRID FIXTURE r _, -- -- -- -_ C -I - -- - -- - - HOUSING, THEN Wi�A�'F'kU CRCiS \� 1'IAIN d — (� -- _ i A 3o E - - - G ROUND FIXTURE HANGING RUNNER RUNNER �] YEYO Vo CABLE 1`11N. 4 TIMES a --- �8i-2' ( J. 1 . . '~ •. .� . ) I • SECURE AT DIAG. L1a L_ - - --- -- - -- _- l� •, • • • • `�/ +,--Ir CORNEK5 NOT CONTAINING I-• -- - - - ., '. I'.►t� T-13AR GLIP5 ul iv YK: f -- — "K-- '• ' ' �-s-.''N - .S '�. �Cekl'., U Q. L- •. • .. �•, Y♦ . '. •' •�T , • 'I.�• ' ` '' RECF.55 MOUNTEED / O 'G L� GIOI• M-�� t LIGHT FIXTURE 6UPPORT O to O O n1 . •,. 1'• ' -*N . I I . • ' O . •t� - ,' ._� 'M7 N.T.S. IN 41 0 _t ,...;.�: • • ILI � U D v . STRUCTURE O O O — O Q U� -®- - 5 t � ` 2 Ali -- —� U ` — =� v . r . . . . 3 a -� r- - �) �, I L L � 'L a _ ° - - ° - `'' '-- - - -- - , I — - - L)n, \ 8Y MAX 4'-m" o ` CA, MAX. LATERAL 15RAGE AT 12' 0.C:. — Zr — r0111 0 I 1 - ire ' p 5 I O - hU _ D.S. MAIN RUNNERS OF.AN 'INTERMEDIATE DUTY' 5U5PEN510N 5Y5TEM r AT 4'-0' O.C., 6UPFORTED r �!A IfA' - - — — — — — - GENERAL r MOTE ,6 � �» —..L _ L — Q (� `I D IDkR O !Q I, MAIN RUNNERS OF AN 'INTERMEDIATE DUTY' 3U5PENSION SYSTEMS - - --- C AT 4'-0* O.C., SUPPORTED WITH NO. 12 WIRES AT 4'-0* O.G. (OR NO, ' == Q- I— -��-' _ -✓�_= 10 WIRES AT 5'-0' O.C.). HANGER ATTACHMENT 6EIALL SUPPURI 5X I } - CEILING LOAD, 50 1.85. r11NIMUM. •K• 2. CROSS RUNNERS SUPPORTED BY MAIN RUNNERS OR GROSS ' RUNNERS. . 1 3. PROVIDE '3TABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER. ^ j � 4. MANGER 5Y5t(=M TO BEGIN WI-THIN 8 INCHES OF PERIME,'I ER. •U. .UI r` 1A Qj E 5. LATERAL BRACING SYSTEM TO BEGIN WITHIN 6 FEET OF PERIMETER r , AND WITHIN 2 INCHES OF CRO36 RUNNER INTERSECTION. (4)-12 GA, - -' - -` - - - - - WIRES SECURED TO MAIN RUNNEP AND 5PLAYED 90 DEGREF5 �'-�>� -0� 10'-0Y 10'-0' -_ _- 10'_0' -ID-O' I--- I(h-0' 10'-0' �. IPS'-0' 't'-6' - FROM EACH OTHER IN PLAN AT AN ANGLE NOT EXCEEDING 45 '•+I. 4;'L' 4�'L' 4"L' 4"L' 4."L" VL' 41"L' 4'L' 4'L' ® DEGREES FROM CEILING PLANE. BRACE AT 12 FEET O.C. EACH Gl`M I DIVIDER � ' 6. VERTICAL COr"PRC551ON STRUT AT EACH LATERAL BRACE (� `1 LOCATION F�TRUT TO BE 3/4 INCH 50. H.D. TUDIN6 WITH SFRINrs jI /� I CLIPS AT EACJ1 END A5 MANUFACTURED BY ROBLIN PRODUCT rl-,NN REQ ��EID ( � (N I - 1-..•t'tl �l 31 5I E.M5, OR 31MILAR. CONNECTION DEVICES TO BE OF APPROVED TYPE AND HAVE 100% COMPATIBILITY. 48.01 1/8'•I'-m' 7. AT I IANGE=R5 MORE THAN 1,6 OUT OF PLUMED, PROVIDE GOUN I kR 5LOPE HANGER5. I...IGHT FIXTURE SCHEDULE NOTE : Al_l_ FATN5 OF ECxRESS TO HAVE 15ATTERY POWERED EMEIRrQENG�' 5AGK-UF'. _ LEGEND KEYNOTES 8. WHERE E A T R WIRES ARE NOT LENT D E DUE. TO OF�F,TRUCTIc�NF,, -- PROVIDE A TRAPEZE OR EQUIVALENT DEVICE. T'RAFE�.E T1-PE M1=R• CATALOG- NO. LAMPS TYpE MFR. CATALOG NO. LAMPS 2 X 4 REGk661~C� FLUOKU-SCENT 5U5PEN61ON FOR 3PAN5 EXCEEDING 48 INGHE5 SHALL 5E A MINIMUM OF BACK-TO-BACK 1 1/4 INCH COLD ROLLED CHANNELS. REV151CNE) a "A' LITHONIA 2GT8 3 32 412125 VOLT GEB-DUAL LEVEL 3-32ut T8 'N" LITHONIA T 2 32 VOLT GEES / WCGUN 4-32w T8 -- --- - - ---- O I X 4 SURFACE MOUNT FLUGF�kSGkNT O COORDINATE LIGHT FIXTURES /� OPEN WEB 9TL. TRUSSES l g, EACH ANCHOR TO STRUCTURE TO HAVE 100 :.55. 1`11NINUM _ W/ MEGH, `-'J MECH. DUCTS ARE j 'F>" PRUDENTIAL WAL Im A b-2T8-TMW-VOLT W/ TOP LENS 4-32w TO 'F'" PRUDENTIAL PFtU 3 C 12 2T8 $G 'rMW 11' VOLT GA48 W/ TOP LE=NS 6-32w 78 WITHDRAWAL STRENGTH. -- --- "- -" I O JURFAGE MOUNT DESIGN-BUILD - - r OVERHEAD UNIT FRAME COORDINATE W/ LIGHTING, "E31' PRUEDENTIAL WAL 10 A 12-2T8-TMW-vOLr W/ TOP LEN5 6-32w T8 'F'I" PRUDENTIAL PRU 3 C b 2T£t 3C TI-IW W VOLT CA�48 W/ TOP LENS 4-32w T8 DACK FOLDING E3ACK5TOP - R.D./O.D., 4 OVERHEAD I©, LIGNr FIXTURE SUPPORT 0 � WALL MOUNT A. WITH "INTERMEDIATE DUTY' 5U3PEN310N 513TEM5, I?. GA. - _-�-- 5TRUCTURAL SUPPORT BY ATHLETIC EQUIP. "r~" PRUDENTIAL WAL 10 A (v-2/25w18-TMW-VOLT W/ TOP LENS 4-25w T6 'O° I'RUpCNTIAL WAL 4 D 8-2/:56wT8-5C-TMW-VOLT-MI 6-32u1 T8 MFGR. HANGERS 3 I SHALL ESE= ATTACHED R THE CxR15 FIXTURE R3 1----1 STRIP FLUORESENT c WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE - ' 'a" 1_11-1-10NIA 201'8 3 32 4121'25 VOLT GEF3 3-32w T8WALL U Et1' TYPE 'X' SOFFIT BD. w TANDEM FIX1URk5 MAY Usk COMMON WIRE5. 1 "p" 1L-RON F5226UL-VOLT 2-2ew CJT I O' EXIST. SMOKE DFTFC1-Url ( WAI l_ E3rZAGEG SIDE FOLDING UNDIiR SIDE OF I=AVk5, 1.1-P. E3• LIGHT FIXTURES WEI GHING LE55 THAN 5(o LF35. REQUIRE - - ;x: BACKSTOP - SUPPORT (2)-12 GA. 5LACK WIRES FROM THE, FIXTURE HOU51N6 TO TCr<ON r61i6 QF I-grow D1'r 'F:" LI1HuNIA LI3 2 32 VOLTAGE GEF3 3-32w TS �•1"STEM FjY rIFGR. ACC [=FSS HATCH TO C'FILING - c o - - - THE STRUCTURE ABOVE. EXIT LIGHT 9 ...__.._.- 1 �'' "F" PRUDENTIAL WAL 10 A 4-2T-8-TMW-VOLT W/ TOP LEN5 2-32w T8 n 'S° NOT U5E-D. ABOVE TOILET/LOCKER RE`IS. C. LICzH1' {=1XrUREg IN EXCESS OF 56 LBS. SII�aLL DE L\ (N) NEW U OPEN WEB ROOF T'RU66 5UPPORTED DIRECTLY FROM THI. _yrRUCTURE AD0Vt:. r, x 2 5Y5TEM - SEE I 10 NON-RATED CLG. - 5LE G. ALL LIC,NTING SHALL BE POSITIVELY ATTAGHLD 1L, SE=T' p�\lE 3/5/03 " KfrNALL MLHAB 48 F MW GP 2 37. ED I VOLTAGE DL 2-32w T8 (E) CXIST. U /Alm.ml. THE ,:FILINCx 5U5PEN510N 51"B TEM WITH TEE DAR Ct LITEIONIA 2AV G 32 MDR VOLT GE13 3-32w T8 T SZ.G�I » U,f I �',, pull LITHUNIA TWP 1�5I-1 VOLT I-1-15w MH C''/ R.D. / O.D LIGHT C;LIP5 ON 611-IILAR DEVICE`.i. FILE _AG8.01 ___-- "4 {° LITI-IONIA LE3 2 32 VOLT GEF IPJ 3-32w TS (R) RELOCATED. 1 r,rl' It. ANY INTERIOR PARTITION WALL WHICH EXTENDS TO THE CEILING JO3 2.112.15,2 V PRISMA 12 0-11913-VOLT (VERIF)� FINISH) 2-grow DTT --- Q PENDANT LADDER TO ROOF 4 HATCH - GRID, THAT C)CE-5 NOT AL:GN W11 THE 4-WAY DRAGING OF TME IUWN CNK '�' NOT' USED. �� COORGINATE W. 5TRUCT. - (_'-FILING GRID, MU5T HAVE Ire GOWN LATERAL BRACING f'F_R NOTE 05 t'J 'f I' "K' LITI-IONIA 1_01-1 5 1/3 R 120011 EL N LED "U1" NOT USLD. o EXTERIOR WALL MOUNT 5 E E ---�-- ABOVE, AT 12' O.C. MINIMUM. UI f� U f n I0© Mckenzie tr 914/ 9 `/� 1 "L" 5PERO RRL 22 8 42(--FL 3 5L 4CD-PA22 MT GX 8-42w 3 "X" LITHUNIA AF•326-10AR LID MV01 T 6E=E310 SG10FI_ 3-26 ETT t BUP20U300214/00132 Ay Y LEVEL 5WITGH vFY. LAMPING 4 EE_LIPTIGAL 6LOPE AIDA°ITER 0(0 C_•rYrl DIVIDER - SUPPORT 23 of 58 NOTE MOUNT BOTTOM OF FIXTURE AT F-30TTOM ROOF HATCH 4 LADDER • `✓ 31 STEM BY MGFR, 'l." IJIHONIA 2WRT-G-3-32-412125-VOLT Gkt3 r--� eusf=ENIDED CE IL IN ( TY Fee). ` NOTE! DAMP PROOF LABEL ® EX. LIrEIONIA C ? 32 VOLT GFI3 ?-32w TB N.T.S, COMPLY WITH U.F3•C TABLE 25-A 09DCL(3'01 A8001 'Z" LITHONIA A5) 400M-•5R4W-VOLT-5PA-DDE3/55525-4C- F3.0.5. GYP. ESD. IV BOTTOM OF STRUCTURE 1-•ITI IONIA TG 2 32 VOLT GEF3 4-32w Tb 17M- � PG 1Dr�I3 CONSTRUCTION SET IEE hE M:\S--I_�SLAnll,c,ny�:'.1 12/5�rd� NOTICE' IF THE PRINT OR TYPE ON ANY l• Ill � � llll ! I l ' IIIIIIIIIIIIIII � III � IIIIIII I I � III �III �IIIII I � IIIIIIIIIII � IIIIIIIIIIII � I IIIII �IIillllil IIIIIIIIIIillll III 111111111 I IIIIIIIIIIIIIi I � III II � VIcA.t., � ( 4 IMAGE IS NOT AS CLEAR AS THIS NOTICE., � G 4 6 S l11. 1� GI - _ _______1_-_ ITIS DUE TO THE QUALITY OF -THE. jol:f w ' u No 99 ORIGINAL DOCUMENT �$ BZ 8Z G�Z 8j'li Z ib�Z EZZ T18 OZ 81 Sfl G�t 9i 91i 6i �Fi Zi rillhi�llll i I 8 8 Ge 9 I ���Illlllll►III IIII II II�IIIIIIII�IIIIII1 �1����11�►� ►i�► ����1►111111 llllllllllllf�llllllll�►►IIII�I, 11111 1 l ' I iQM i M II5AN 1 CJ 1 P f NU, OR (, N.— 1 y 49 t :I F .. �; l.pl�RL VCT-1 C-I 1\°�v-� �,°V-II - u O1 # i YGT �I I VCT-I/ 1 VCT-I/ I\ I 04 �� ,�, 'vu V n. _.( � ALIGN HA" C-2 l �+� C-2 VCT-1 N4 O u .1 41 1 !� VGT-I n VCT-I - 00 ' x I + I llf r7�YJWfdk`YIJiWl411NiiW�kYJWYIA�iiNMAJINIJWi' IW4Ni9WV 611rIW4Wdlab WWMW4N'711MrMitJAFJ;ID4U4Y%a4MlYddfJsINIJ�MIJY�Yi4wJk1MWlJRJ1YYY.IMIppUM:fC�IMbwJ4N'INA '�v'�OYYWiY�IWAY 't1'�IY�IMWIJ 'dYJ4h�i6WuW �wM4�'di�lAi1WY�RJdUWiYJlIV11W9G C) r _ r Pri . ..,, . ..1.........1.,....x..._..... q L 0101 �. ....., ...j.r.w-..w.....w. -.._ ....,wr,.w w .......- .-..........,w....w...C..'1�.._...+...»..�� �I,{I��lI i'�7l�. GENERAL NOTE5 ! WF-1 r I. ALL DIMS. 1*0 FACE. OF STRUCTURE UNLE55 NOTED OTHERWISE. ' 2. 5EE GYM AL3.02 FOR 6PORT5 FLOOR CTRIPING. t f' auaaxntsw u,wwesnaw ruranalr+r,lava� eorAru (iN 'fur�lc,Auu(sa ,ncwtvnl+u► aerwww.walwwstlwaltaaaaa+ aaeeuunucra uautraan+�ra alwaarrautin^aa�nawpla,rr euW�w�wuuur+»n „I j 4 — YN0E I �(t� urs, �1,711Wtq�L11117RV1►IUYKW7IN IUCIN1UidIMU f11�1a lllWM'i�l"I ► C 11t / / ly ...��IWII�WLWC4f tl3114 int�Y��iA1G11{ir1,IMl5ti Q qc� 'q MJ ...,� 01 EDGE OF VENTED FLOOR - gEE GYM 42.01. ' - - O HIGH5CHOOL 51ZE I5A5KETI5ALL COURT - COORDINATE W. EQUIP. - � • 5EE GYM A2.01, GI-N A3.0-, 4 Gi-M A8.01. U) I ! LZ 013 RE V I510N5 la FLOOR AN t1p 1_. h 'F'� I - (! s C,r_-T c).,\VE 3/5/03 U(I >; FIL.I: 1469E -01 _ I, (n �I JCE3 211..'-115.2 C.f x C I —" tV I::�llll� r�l-Ir; I! c.a(-I I i X (, loft ( 1= Mckenzie S!r 9835, 9905 BUP2003-00214/OC132 I X 24 of 58 A94u] CONSTRUCTION SET f]_X �- NOTICE: IF THE PRINT OR TYF ON ANY 1 1 1 1 1 1 1 1 1 ill Ill 1 1 1 l ! III III III III III I Jill I l l l l l!I I I I III I I 1 I I III III III III III III III I I III III III ill III I I !I I I I I I I III III I I I I I I I I I I I l l l I I I I I I I III III VIII I ! ooy,. � II I ( I �jI I � 3 1 � i4 I � I �) I � oI Igo I � �I _ I � Yo � li � 1� � IMAGE IS NOT AS CLEAR AS i HIS NOTICE. - -- -- - _1L ---`l -- �_ --- _ L _1 - - - - - L - - --- - --- _ L. --1 - -----� r n1g 611 Z B Z L Zi $1u I Zi I I II6II1IZIIII�IISIIfIZIIII III�IIZIIIi�I _. 8iG --_9t - ll�-- — -- - No.36 DUE TO THE QUALITY OF THE Ti8 l9 lT 111 ll1 llll ! Jill 11 llORIGINAL nnrUMENT II III Il II 11 '11 1I1111111 ilI6 lll8 L� 9 ®< ••.•. �� IIil7l1lMi11�)�111 IIIIIIII I l I,Illlllll.11l Il 111 �Illllilll ll Il 'lo' M S lk )ISAN R Lj U. 1949 OUT51PE 5TRIPE 9,' WIDE, DA06-KFTF34.1 COURT ONL) T) P. w (4) 51DE5 UI EQ. yfa"u%r 11900low 1*NVOMM"fr"', %%W.lvwfmnl 'ArAmum"M 11 mmm" MOW) mm". 41 moo f K**V9 'A�VIWWF m z U) El (00 -01 EQ --fRLCE3AD VOLLEY- F- B1 rLL 61+,ANDARD 6-1 u DO U n' cS `�j (L 'J vn. 0 vi 0 6 < ID 3 c <1 RECESSED IN I z FLOOR: (2) c) OUTLETS (2) DATA D ryj rE OUTLETS W1 CONDJ-1, 0 TO Rl -_CE65 :_D VOLLEY- ?.�II� + � ( ') �,..) DrLL 61ANDARD Em-NO, A LIN III I NOTA : NOTE 1_116�4 SCHOOL SIZE DA5KETBALL COURT N E3A5K.ET5ALL GAME &' TRI FLAN 2. DON'T BREAK STRIPES I. BREAK STRIPES AT BA5KETBALL GAME STRIPE A2 VOLLEY 5ALL GAME 5TR( FE& FLAN INTERSECTION POINTS NO. I IMPORTANCE NO. 2 IMPORTANCE 2. VFY. LOCATION OF SLEEVES FOR VOLLEYBALL STANDARDS W1 SUPPLIER. so-ON EQ 30'-0' L 30'-0* EQ EQ L4'-O' L41-0' EQ, EQ. L EQ. IF- - --------- BCKSTOP P_.4CK5TOF FACE OF Q BACK50,�RD BACKBO,aRD 45 LL 1-0 Lc 4 LL b 3 OFF, ....... I IQ IL U Rriarirc,561D -va RECE56ED vOLLEY- RECE 5ED VOLLE Y- 3,411 5TANDAR"D BALL. ANDARD BALL STAN AkD BALL STANDARD REV15ICN5 L FU 2 ALIGN DcE OF IF ALIGN J.Dc:,E cr- VOLLE BALL vOL L E 11 DAL L > PRACTI'L rz FACE OF FACE Or- 0 BACKBO RD BACKBO, RD COURT / EDGE COURT BA ETqALL Cr BApkETBALL �IET DATE 3/D/07, I RACTII -E t)Uk -1.1PE COURT,b T I"RAC�' rn L FI L F. A61'a-02 L 11 4 . ........ JC[3 2114 A I LLN JON-ma-l', f A v UO l N NOTE& ux 1. FRACTIC.17- K171'5 6AMF. 517177 45 641-1177 COURTS NOTES: R1774K STRIrrC3 4T ALL 071-iER COURT 5A&K,ET5ALL F�NA'4" CTICE 5TRIF:IES FILAN 2. CREAK 5TRIPE5 WHFRE INTERSECTIONS OCCUR INTERSECTIONS Mckenzie Str 98'5�9905 WITH BASKETBALL OR VOLLEYBALL GAME STRIPES 4 LLEY 5ALL PRACTICE STRIFE5 FLAN BUP2003-00214/00132 NO. 3 IMPORTANCE 12 NO. 4 IMPORTANCE 25 of 58 A9002 CONSTRUCTION SET ' M:\S—Z\St-Aiithcny\11 1215\cd\ NOTICE: IF THE PRINT OR TYPE ON ANY U0 4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE 31 Lim ORIGINAL DOCUMENT 9 9 `t_1,10 11�11 1 1,�, T'I I I I T"I"I I T"t",11,11,,,,�1' 1,1 Tig,I,Fa�' I I w I I VIII tillillill 11 1 111 111'1 1 Ill"I 7 1111 8 , 111111121111111 11 11111 '1,�t� 9 1 H 1111 111 11I l u" D cl E� .. ... _, x 4. .. -.. .' �., ,.... 4. —..r Y .w 1 t,. f.. In I 1 ,. n,_,.>,.v.,k , , . t .r.. f _ e.,lh.A, T. � m �,+ ..4.x n ',1;::'.• �.�?.nr -,. �Gkaik l 4OMAS I ~� C, REG KEY NOTES f�� 1949 r o' I REMOVE EXISTING COAT HOOKS - COORDINATE RELOCATION OF O WITH OWNER Q EXIST, CASEWORK TO REMAIN Q NOT USED. ' i ® EXIST, PAR�SAL HT. EXTERIOR WALL TO REMAIN c t � o 40 O5 EXIST. GAS 4 ELEC. METERS t0 REMAIN U © EXIST. HIS TO REMAIN (� + ®� O EXIST, SOFFIT TO REMAIN O m ® ® ® EXIST, LOCKERS TO REMAIN u g 0 ____ '1 R`� �•" O9 EXIST. RECESSED DISPLAY CASE t0 REMAIN < � b DEMO OR MODIFY EXIST, SHELVES 4 LOCKER$ - wi d COORDINATE W/ OWNER III 0 F- - nl I I I I ® I I II DEMO EXIST, DISHWASHER u I III r9+I r��,l I I 1 ° 19 — -- — -- -� I? EXIST, FEC TO REMAIN0 b nl I � II O �;I ��;1 I ; 1 1 OFYI z 13 R.O. NOR NEW DOOR < C III '- — 15 CI 14 DEMO. COUNTER DOOR -- ,O Ell RELOCATE EXIST. FEC 4 PATCH WALL AS 15 NEC. - FOR LOCATION, SEE 7.rD2 III I � EXIST. MECH, RETURN BELOW SLAB TO REMAIN DEMO I O nl � ,O iii i 21 4 1, COLS �BEA> SEELStRUCTURE PLACED BY 1 7 nl I S2 ml Q c I6 18 DEMO. OPERABLE WALL Q c DEMO. JAN. CLOSET AND PATCH OR REPLACE CEILING AS NEC.lu c III +-J DEMO. DRINKING FOUNTAIN V 1 H 'I' Ig 13 4 21 REMOVE CASEWORK 4 STORE. - RELOCATE TO NEW _,� WORKROOM M124 AND GYM CONCESSIONS GI03, SEE MIDDLE x ---------------------------------- ------- SCHOOL 6/Af�.O? AND GYM VAb.ml FOR LOCATIONS.DEMO T,R. CASEWORK, �1 ®� 0 44 PARTITIONS STORE LAO S,FLOORING, URINALS DRIES, v p I I I 1z il FOR REUSE 3 DISCONNECT ELEC. F'Nr FOR KITCHEN EQUIP, 4 DEMO. OR RELOCATE - WALL TO BE DEMOLISHED. LREMOVE 4 DEMO WING WALL, FOOTING, SOFFIT, 4 WINDOW WALL - �_- .° O - -- - - - - - ® RELOCATE IRRIGATION AS NEC, - ROOF •TE PTAC UNITS 4 EXTERIOR SOFFITI TSO REMAIN. REMOVE DOOR 4 FRAME - STORE FOR REUSE- CHANGE HARDWARE AS NEC, " Io � �I REMOVE EXIST, CONC, WAN EXI$t, IJ.- TOP OF .— IINEW SLAB TO FLOOR SLAB #FOR ADA COMPLIANCE REMOVE EXIST. CONC. WAN EXIST, I.J. '� Q 13 Q ® © V © 0 FOR LANDSCAPE J , � 1 -----------------------18 ----------------- ' ® EXIST. TACK BOARDS TO REMAIN o� o DEMO. EXIST, WALL, SOFFIT w 7'-Z' 4 PAIR DOOR$ O O EXIST, COL • GRID '5' TO REMAIN - SEE 5 III �1 -- 1 L--�_—J I 30 O 71 I ' i ii i i Z1 EXIST. UTILITY RM - NO WORK THIS AREA J 0 I i i 31 i ii i I D ® EXCEPT TO MFILL DOOR w NEW T.R. f�^ III I 34 I I i 31 �i I 31 REMOVE EXIST, KITCHEN EQUIP. 4 VOR - COORD, v, O O iii iY 7 L 211 i L W/ OWNER o I � � w CAP ALL PLJMBING CONNECTION.., GAS (•NC. OVERHEAD LINES O J 4 VALVES), WATER, 4 SAN, (INC. F,D) - O III I I + OC I II r I I DISCONNECT CMZ RELOCATE ELEC. PER 1 cz III I j IOII LJ I j DISCONNECT ELECTRICAL 4 REMOVE O �+ FLUSH FLOOR BOX 5 s III r� ABOVE ® EXIST. PATIO TO REMAIN w w I \ �II I �1 i 21 ii 31 ii 31 i ` II I IIS � II � I I O II OII O 1 � �� II � DEMOLISH HARD CEILING, EXH, DUCTS, SK'I'LIGHT, L-------- O �,� 4 OTHER HIDDEN ELEMENTS NOT TO BE REUSED - PATCH ROOF 4 WALLS AS NEC. nl — III <-' EXISTING PHONE. RELOCATE TO GYMNASIUM. SEE GYM I/A201 REVISIONS 111 GENERAL NOTES — _- 1. FOR ADDITIrNAL DEMO INFO, SEE FLOOR PLAN, 1 I 1, 2 l III J I REF, CLG, PLAN, 4 BLDG. ELEVATIONS. 20 4 m 4 3?� � 4/11im3 PLANS GK I / I 2, SEE BLDG, ELEVATIONS FOR DEMOLITION 1 RELOCATION OF EXTERIOR ELECTRICAL 1 2 4 �oil(1�/03 - 3,m LEGEND �� , DEMOLITION FLOOR FLAN E Mw■w� DEMO. EXIST, WALL 5E G=a-1 E 31/5/03 � I EXIST, WALL TO REMAIN =ILE AM2.01 z O KEY NOTE. LAN Is J V215.2 oa 01 � EXIST, CAJEWORK TO BE RELOCATED CITY OF T iQgRD Approvod.... ..... ..... .. .. ...................I........P MCIDLE o� Conditionally Approv SCHOM For only Use work as described in: ou 7�r,-• t PERMIT NO...,�L .t~•oQ'3 — ) -.... ........ Follow. .. Z � o I gaae Letic�t to: J1tt #:h . }; ....... . A2901 y Mckenne Str 9835.9905 Ja y I S r Bm ./�nates—el ti „ B 26 of -00?.14/OU132 C01�b�RUCTION SET 26 of 58 o CF SuEEr5 ax - - M;\S—Z\St,Anthony\21 17.75\cd\ .._ .. _ ; _ ,.. ' wiaoaa va:,�.nm"ynrt; . ..?IP.w�adlu 40 _.....,,� .,.: �... - , *�*.nr e• -r:m ,:,,,�, 1 r,_ ..; ...__ .. — — - - - .«. ,}gyMT�' _YAM'_ &"�:",w...--__.9�.d-.°-- NOTICE: IF THE PRINT OR TYPE ON ANY I I I I' I I I I I I I III III III I I 1 I I I I III III I I I I I I I I III !I I III III III II I - I- I_ I _ I - I.. I 1III_ II-IIII I. I 11 ; 1111 III I I I V1III .II-I -I-I-I VIlII�l aQ 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I gI - I �0sl -- --- - ITIS DUE TO THE QUALITY OF THE No 36 � � 1111 IIII�IIIII�IIiI llllllllT�llll��l��lllllilll llll1lllll ll�l�llll.11ll�l�l►�IIIIaIIIIIIIIII IIII IIIIIIIII IIIIIIII�`IIII�III� II III�IIIIIIIrIIIII� I � LiII l�ll1�Lll11lU1lll9llul�l4 IIIIIlIIIIIIiIIIIII11IORIGINAL DOCUMENT i eb 'b sE �� �t 71M1]MI I !ll. IIUIII���NI�► IIIIIIIIII II►► I MAN k GENERAL NOTES ' I, ALL DIMENSIONS TO FACE OF STRUCTURE UNLESS NOTED 'it' OR 'CLR' TH oy r-? 1 2 3 �• 5 S 9 1(a ?, REUSE EXIST. DOORS AS NECESSARY AT NEW LOCATIONS- EXISTING PAINTED DOORS WEST OF RTLAND, OREGON , GRID 5 - EXISTING NATURAL BIRCH DOOR EAST OF GRID 5. if1� 1949 OVERALL EXIST, VFY. 2, IN AREAS OF NEW CONSTRUCTION ALIGN NEW WALL FINISHES WITH ADJACENT EXISTING FINISHES � , , KEY NOTES ----- _.__ (1D 12' DIA, COL. COVER - SEE STAFF MOVE EXIST. COAT HOOKS. PATCH AND PAINT WALL. STOCKPILE COAT HOOKS FOR DIENERS FUTURE ri126 � I I USE. 3 NO WORK IN (F Q3 RELOCATED FEC. 30 THIS AREA) �A .\ _ I I ® EXISTING GAS t ELECTRICAL METERS TO REMAIN. ( / 6'•O'• 174 I--i 124 I 1 �j U41 EXISTING TACK BOARDS TO REMAIN, 3 �ADD'N. AREA - �1ATCH EXIST, FLOOR LEVELS AND EXIST, ADJACENT FINISHES. �-•' 3 A. MI46 — — — S O NEW FISERGLA56 WINDOWS. O y 4 20 Mill B EXIST.. FI�I?E PLACE - ° ESP CHIMNEY, CLEAN ALL SURFACES t REPAIR ANY DAMAGED r1ARDWARE, 9.0 , ; .. . . .,• .,I' I MASONRY, ETC. A < o '"% • . B E ? �+ E I I Og ALIGN INSIDE FACE OF rsYP. LAD. W/ OPENING IN S.O,G. o N-31 _ _ - _ __ ___ _ __ 0 !4 F in I EXIST. LIBRARY DESK - REPLACE ALL HARDWARE THAT IS IN DISREPAIR REFACE W/ NEW PLASTIC W a -•� 2'-4 � � e LAMINATE. RELOCATE ELECTRICAL AS NEC. SEE E E O H 8 .'.'.. 9 Q m { I - __- _.. -----__-_-- r — C I' COPIER MACHINE - N.I.C. V) C W HALL e m r-lua U E _ E I — NEW BOOK DROP. DOUG MOCKEIT X CO. "RT-2 SMALL BOOK RETURN. V U a CLA8MOCI w = n 2 - - C.4 I I O M1107J E MI?o air 13 RELOCATE A PORTION OF COAT HOOKS FROM HALL M 0. Q w 4 _ 14 RELOCATED PROJECTION SCREEN. N i _j E _ I E Mn I _ O U J _ o -� MI23 ELEC. (4)NEW 6'-ra' x 2"m' x 3'-6'H FREESTANDING (2)-SIDED BOOKSHELVES TO MATCH EXIST. - NEW ?� CONTINUOUS COUNTERTOP OYER NEW t EXlst, Ila 4x 1 ao L EI _ ��2 I E `r d © EXIST, MURAL TO REMAIN - PROTECT A8 NEC. WORK R11 9 I _ — b Min b EXISTING I 11 NEW 42' PRIVACY PHLS. AT FOiC COMPUTER STATIONS - SEE 100 1 cn 0 SKYLIGHT ^ - tw > > •4r 8 > II I U AESLIG ig l2) NEW POWER DROPS TO HOUSE WIRING FOR COMP. STATIONS. l2) DUPLEX t l2) DATA PER TABLE. z E E 1 E 02 3 M12� AEck DA a NEW 12' DEEP SHELVINCs ON ADJ. WALL-MOUNTED BRACKETS, O777777- CLOSE1 ��' F (W T> m s'-m'e 1 I . _J NO WORK C� a f 0 b I 10? Mi2i U3 aD I THIS AREA I '� MARKER BOARD WALLCOVERING FROM CEILING TO 36' AFF, W/ NEW PENCIL TRAY, x CLASSROOM � p 0 EI U M1Io MIiRDOM n ?I NEW 42' WALL W/ WD. CAP t POWER DROPS - SEE Imm d I4 - ADA E1 3 430 R 9 O2 COMPUTER WORK STATIONS FOIG - 30'X'iZ', VFY.- GOORDIN4tE W/ FABRICATION OF PRIVACY PHLS. F' OC '(N) _ •1 12 I Mi2i ® 3 Df' v m Od � 1 - F.D. W LL � LOCATION, AND 18 RELOCATED/A6 m2 FOR NEW o�A00DN KITCHEN. SEE 1/AZ�I DEMO PLAN FOR ORIGINAL 10 -0 CLR A MAOAZIN MAX. CAOx FicA ® PER UBC 301.5 i.XCEPTION I, MECH. ROOM DOER NOT REQUIRE I-HR OCC. SEPARATION BECAUSE THE d 1 I 148" I 14sX I LARGEST PIECE OF FUEL EQUIP. DOES NOT EXCEED 400,000 BTU'S, ., X - 18 tw J MnIB ►iJ I A fN! E -1 - — — — — '� x -a 8 in !! B I I o © I A■i�M/ NEW WALL OR WALL INFILL 0 KEY NOTE. U n � Q I I _ _r 0 O — — — 54.x II ;°, � r+Ec w5__G i A WALL TYPE - SEE AI0.01. 2 �oF !4A) I ® �— 6D' I- MI03 !E) EXIST. WALL TO REMA N �-- TYP. BABY �^EXIStING L - - -� �� I U I __ _ HALL I I P. DOOR AT WALL D EXIST. CASEWORK IN NEW LOCATION. OF l4 _- _-_-- _ Mns ( �L _ 5 -0 SKYLIGHT ® - ',� i I I � FT�__Ty O A C7 L _� ABOVE, L- _ --� M 15 I 5® TYP. OF (5) rAaA I I Sox, 5 , b'-0' _ 2'-4' ?'-4' Z'•4' Fi Til A as IIS _ HMI13B MII2B o Wx co o \ ! f B I ADA I 1 ADA I i - E _lr_)`� -_L_ 48'x30' (")in 21 5' 2. 3�r6, _ - , --- - Q fN) TYP. CLR M 1 5-2'0 3'-m' 3'-0' 3'- ' IVIA1 OF CLABBROO"1 4 _ ? � / , M) I � hhII5 djlbl M)i11 2 (N) tYP.< NO WORK NO WORK O ! THIS AREA THIS AREA w - n x ;n I QLA8�is �I � b <(N)in 1� 60 x54' NC' IUC ;t HMimL MEDIA 1'I ) _ — _-- (L 0 ct -, w �, Or O uj J L I E M! r u o ) n ` 1--I WC O Mns 1 s I 5 0 0 I , WC 5 -6' / U R. 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STRUCTURE - I-IATCH EXIST STRUCTURE --!! �._»_._. ..._ .-._....... .... .. ...__......__.....-........_.. .... _...__..»__..._...,........._.__.»...»..._ ...•........•..._._M.._,..•.,...... .....r.....__....._ ..._....,»_. .._........._. ..�,.».._.».. _ TOP iE - ! TOP 12 I --- --- �� �1 NEW PARAPET NCIU PARAPET C� ('1 —.UU-- - TO MATCH TO MATCH ter.... 0 EX15TING — EX15TING 1 R-3(d BATT 1,�� a 0 I "�IN5UL TO R-30 BATT R-30 BATT ....� ►1_� REMAIN - INSUL. � uj � ` E=XIST, SOFFIT STRUCTURE — TO REMAIN \( �: : 6U5PENDED K' / 5U5PENDED ACOUSTICAL ACOUSTICAL �G r ) CEILING - /. CEILING - i SEE I/A6,01 � SEE I/A50 - yr 7i Ac W. EX15T, TO REMAIN / /. :r. .. �y WIND CW--- \ -- rFMo DooRs e / D 5 LAY w / \ 4/11,0.3 r='1-,,\N5 C<. FRAMING - PATCH �i -� - w .4 CEILING AS NEC. - REM 41N ..a5- TO �? \ PIRG UNIT_..-� ;aET DATE 3/5/ry3 >. FILE AM3.01 (M� h 1 JOE3 —E=1N. FLOOR SIN. F.Q013_,� _ ______. =y _ '• _ --i --_.FIN. PLO-OR DWN CI-JK- N r, u� • f I MEDIA CENTER 114 ENTRY FORCSHORTENED U» U X � _ _ _`_..-----.----------_------_---- '- Mckenzie Str. 13835.9905 u�l 5 WALL SECTION � WALL SECTION r4 X - A SECTION 2003-00214/00132 ►/�-�1 28 of 58 ni„I A3.(dl I/2"•I'-Iv' A3001 A301 1/2"•I'-0' a A3(dl 112"e 11-0' CONSTRUCTION SET :I.•1.. �t 1C•E�r� !L X »...� ..1.. .. M:\5-7\`,>t.�rithon'✓\21 1275\ccl\ NOTICE,- IF THE PRINT OR TYPE ON ANY I I I I i I l III III Ill III I III III III I I I I! III !I I I I1 f I,I�I III I I I I (I I I I I i I III III I ISI III III III I I III III III I I III III III I i III III ' l i l III III III III 11 I I III I I ( IIII I r] 00 4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, No 36 IT 'S DUE TO THE (QUALITY OF THE - - — b°w•.�-�..• �t•. ORIGINAL DOCUMENT ( I>�£ 8� 8� LZ 9�tG �Z � 1St'► >ZL tG 08 Btt 8i LT 9t 4r�t 6t £jt� �'t Tt t �0 8' L�9 4 Id .,IIII IIIIIIIII.111111111 III111111 III111lII IIIIIIIII IIILIIIi I�Ililll illllllll Illllllll Illllllll III!II!►IIIIIItIIi�!I!II!!! !�lI!IIIIIIII! �!! I !I II! � �I c� I I 1 1111111 I ! !!III!!IIII►!!II►l!I11111111111111u ! I I`�ll�i�llllllll�l llllllllllill lll�lll►il Ilall�►� �llll {J t 0 UPLIGNT 3 �, MAS M 01 N��1 cA 1949 ,v WHIT — E ® - 4 CHALK _ TRAY 4 - FOI C o fi --� E-- --__- i ♦ � �• I WEST NORTH g ---�- Z ~ h A' . 0 SOUTH A _� c _.R_ u y I CLA55 - OO 1 141 - M110 MEDIA 1 ,4 CENTER 114 I 5TORAGE 1144 A601 1/4' . I'-0' Ab.ral I/4' • I'-0' Abel I/4' . 1'-0' 'c t -� u s Q o Ckd <E Y NOTE 5 0 lD Nor USED. 934 2r 2 2 METAL PANEL INFILL TO MATCH LOC<ERS. u O 1 3O FJ NOT USED. cn ,. , E: I-�-'- F111 I El 1�\, NEW DOOR - SEE DOOR SCHEDULE. ® o : , 4 O NEW LOCKERS TO MATCH EXISTING CLASSROOMS. NEW WALL. — ------ - � — O NEW HM FRAME W/ SIDE LIGHTS. T^ WEST ® TACK BOARD, 1 0b z g NEW 'BOOK RETURN' DROP. � b Ru CLASSROOM #( - 1"111a 5 CLA66ROO 1 S - MEI QDOOR. x INFILL EXISTING 4 A6 ml 1/4' ■ I'-0" A6.01 1/4' . 1'-0' 11 EXISTING CLERESTORY WINDOWS - APPLY 3M. O U 12 EXISTING COLUMN IN NEW COLUMN C01/ER 13 NEW RETURN DIFFUSER WITH PSD. 14 EXIST. DISPLAY CASE TO REMAIN. � X .4 a �w . �� Ua -_J CID1 I 0 ® ® OPEN TO OPEN TO BEYOND BEYOND UUE5T J ST II W FORESHORTENED I I ORESHORTENEGuj 6 �4 ALL, 100, 101, 4 102 -� 4 A6.(d1 114" = 1'-0' O t .. .. ........ —. .. ,._ ... ..... _ _. .. .... ... .. .... ... -. _ »-- ....,'.. .._ .;-r.. +._•.. _•rr. .. rr-Trr:�c -are.r.�-r.. ...rru�r.•m:.xrmrtcrrm -errrre•tts:r..•re•:a-vrc>r.» smrmerz�-nna•::•:aea.>.. rfr'x1:.1:-n:a•a1--+FlX:rrrr- rrsa•..rsaRxr. .. 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I' CONSTRUCTION SET �,. cr- sNE�iTs M:\S-Z\St.Anthnny\21 1275\cd\ x 1) 00L NOTICE: IF THE PRINT OR TYPE ON AN'( IMAGE IS NOT AS CLEAR AS THIS c NOTICE. IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT -- E 87, !�� GL 9Z Z ibti E�Z 7�Z i1Z O�Z 812 9�[ G�T 812 4r 6t E�T �t Tji 199 id 5 - Z ri�iYl1� --- I I I I I I � I l i ►i�iiiil��i���ii ii i ��iiiiii iiiiliiii iiiiliiii �»li�ii<<lii ilii ilii iiu iii�liiii iiuliiii iiiiliiii iiiiliiii ilii ilii i�i� i��i viii i�i� �i�ili�i� i���l���� ii�ili�►� iu�luii ���� ���� i��� ���� ���� �>u t 1.1 i 110 S iSAN ' ' U. ON . '11949 OF I N _ PL-3 COUNTER TOP �► [� " 1- =��1_: J �► ® - - O BACK9PLA9H - LOCATED J—a h�1R.■R�..OR ATED RE OCATED V PL-3IL '" R TOP 4 PL-4 PL-4 15ACKSPLASW U 6GOUNtE1 . I 14 - -- - A Q w ;f r250"'ftN\ 1'5 T.R. U 6.0 114' . 1'-0' EEE 13/A10.02 FOR ADA MOUNTING HE GHTS E�.02 I/4' - I'-0' ESIE 13/A10.02 FOR ADA MOUNTING HEIGHTS � V O � z R i� 41.3' - 6'-0'�_- -3' -_ - - Rit�.00ATF-D RELOCATED NEW — 66402 B NE's CABINET 12 b vi .'/ (pQ 2 �[F PL-3 COUNTER TOP4 -- �- ,4 --■ - BACICBPLASH � • ul COP k:j _ _ .... o / I I '\ I I I I I I T- 1 I . 1 �� FOTO UN C-1 -- RELOCATED �u CABINET 3 5TAPP TJR. 6 wofR< IRM. 6.02 1/4' - I'-0' SEE 13/AUd.02 F0 R ADA MOUNTING HEIGHTS 6.07 1/4' 1'-0' w M • ..Ill,• • r�'h. KED' NOTES ONEW SOFFIT t0 MATCH HEIGHT OF WALL - SEE SPECS FOR PAINT ; COLOR. �''q• .nt:r�F;r+ OP+i.ti.1 2 METAL PANEL INFILL. ONEW CLOSET DOOR - SEE DOOR 6CHOULE. NEW DOOR - SEE DOOR SCHDULE. b © NEW LOCKERS TO MATCH EXISTING. O 6 NEW WALL. 9 O -- - -----_ - O NEW HM WINDOW.Z-41 �T O TACK IBOARD. PL-I Cc NTERTOr PL-I COUNTERTOP 1' R 12 v r PL-5 FCE PL-5 FACE - __- g EXISTING LIBRARY DESK NEW P.LAM, AT ALL FACES AND rr4^^� =- _ U O COUNTERTOP. ---I U) -1 -_ _ r Q PLASTIC LAMINATE TO 5'-0' AT ALL WET WALLS. O I v ► I DESK I II uj RELOCATED CASEWORK. SEE I/A201 DEMO PLAN FOR ORIGINAL LOCATION. '4 PL-' COUNTER TOPE 12 NEW BOOK DROP - SEE 'VAb.01 FOR LOCATION. PL-5 FACE [7 5 CHEC< OUT IDESKK`6� LI5iRAfRy WOR< fill" ' - 1 1111 6.02 1/4' I'-0' 6.0 1/4' 1'-0' RCV1310NS t 5E T L11-\ (1= 3/r- /03 F I L L= Al-le"02 JOfj 2112-15.2 VU1N (,1-1K V N 7_ MIUDLE C�[II Q/'� '' 1 V�-HWL a Mckenzie Str 9835. 9905 n f3 U P 2 or�-0021 4100132 v�I 30 of 58 A6.02 N -� CONSTRUCTION S aET - o , (ix M:\S--Z\5t.Anlltony\211275\c;d\ 4 i t, - _ NOTICE: IF THE PRINT OR TYPE N ANY III III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1I 1 1 1 1 11 1 1 1 1 1 1 1 1 13 1 1 11 1 1 1 111 11 11 1111111 V I I I A I I I I I I I I I ( 1 111 1 I I I I I I V I I I II I IIIIIII 11 1 I I I I I 111 I I I I VIII I III III IIIIIII III III IIIIIII III III 1 1 1 ! I I% I�1 �) 0014 1 Z IMAGE IS NOl AS CLEAR AS ThIS NOTICE, L -_L__-_- ___----1 ----------1 ---- �—_. ..---- --L--- _ � -- .1-- -- -- —L- -.--- ---- ��1 ----- _ --- L -_ _- -1--- ----- ITIS DUE TO THE CI aALITY OF THE No 36 ORIGINAL DOCUMENT 6Ti, t �Z 'c 8T 8�t L�T 9ji 1 9 t 1 Iir•t I E t ��t i�t Ult 16 r8IL f I I IIIII�IIIIIIIIIIIIIIIIIIIIIII IIII Illi IIII 1111 IIII Ilil lllllllll III1111III11IIlIlil IIII 1111 IIII Iiil 111 illi IIIIIII�I �Illill►111111111111111111► Illllllll IIII IIII IIII l�il IIIllllLI Ill. 111 IIIIINII (IIII IIII I IIIIIII 111111 A, ' i M( AN'( U LAND, OREGUN 1949 OF 1(0 O r 3 F- u � w o —_ IMP EXISTING TACK EXISTING TAC A I4D o BOARD \ WARD vi to HALL 00 o U Ua ....... ..._.............._...._........ .... .... _............_..................._.........................._..._._..- EXISTING TACK EXISTING TAGK /� \ EXISTING TACK � O BOARD BOARD BOARD • HALL 6.0 1/4' = 1'-01 Lu <E*r N O 6 ONEW SOFFIT TO MATCH HEIGHT OF= WALL - SEE SPECS FOR PAINT COLOR O METAL PANEL INFILL ONEW CLOSET DOOR - SEE DOOR SCHDIJLE ® NEW DOOR OPENING - SEE DOOR SCHDULE ONEW LOCKERS TO MATCH EXISTING F-L:vISICNO TYPE 6 ro NEW WALL O O NEW RETURN DIFUBER W/ FSD, EXIST. DISPLAY CASE TO REMAIN. _ U ADA COMPLIANT DRINKING FOUNTAIN. 1 5ET i FILE ill IGJ C7.3 o JOB 2112-11"-2 y _— D.P. D_u�N cul, 3 0 ACCE 55155 E D.P. 6�3 1/4' 1'-0' A-•�A..ALE W-IDOL. .r� �o�I Mckenzie Str.9835,9905 8UP2003-00214/00132 V x 31 of 58 A6803 CONSTRUCTION SET Or- ��1-JLEI r�•. M,\S-Z\Sl.Aiilliuny\21 1275\cd\ NOTICE: IF THE PRINT OR TYPE ON ANY lI II �., IIIIIIIIIIVI �1 (k)4IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 - L__. ----I —8 ITIS DUE TO THE QUALITY OF THE Nn,36 IIS 6Z 8Z I�LIIIIIII8IIZIIII II4II IIII IIII IIII IIII IIII III�IIIIIII111111III1111111I1II8I1f I1111I11 I►II1IIIII IIII1IIIII I► ►rI 11 8 9ORIGINAL DOCUMENT III! II1IIZ ISI� 1 24:K ► S Z tani�w I 1111/ lllllllllllllllllllllll llllllill�llll llllllll 11 I ll�lll111�ll11 1111111111111111111111 ll�111(l-ll�lllll���� NII $tAFF AT OPPOSITE CO(00 (2) FIXTURE IRNERS CABLES OM M ISAN r) t$ SECURED TO STRUCTURE � 1 MI26 \(E) "W&D. P N ' NO WORK THIS AREA ^' 1949 1�0 1 L 3 4 EXCEPT "Nr =_ 8 9 10 CLIPS ATIGPT TWO CEILING GRID- -� �fI' O l DOOR r� ® 1 HARDW RE r r DIAGONAL COMPOST Q 12' I - ® K CORNERS O.C. EA. WAY OA A. T 'N' - I w .4 A (E (E) CEILING GRID- h " T)_ HANGER WIRE AT 0 x 45 FOUR WA-T'5 U "n .:•: _ (N) PMI] :,,'i �MAtC t �,� },�.�,' ' .,.,; N' _,:I.(E _ _....I -- - ._._ ... _.._ -- C.� SAFETY CABLE ATTACHED 0 •, � CEILING GR FIX rAr w, E) rAr r►Q' ;,��� ., ,'� M O ': ,,i , lE)~ "fE _... _ _..._ ___ fE I � !E k E SING TOFNIWRAPPEDGROSS a A TO I D TUBE -- - - ,'r:'.;,,: ) (E) ) , ) , I ( )r, .1 HOUSING, (E) _.... -- - __ _-_-_ \ MAIN r' ':;.,,at;� ;, -- __ _ ROUND FIXTURE HANGING RUNNER RUNNER MECH "SR WORK F"" CABLE MIN. 4 TIMES ELEC. r MI1� 1 �K' p, ' CORNERS NO U CONTAINING t"' _ ._. . _......__. _._.__. _..... .___ _ ._- _ .. _ . . .__ ..__ _. _... __...__... ..,_.� _._ G TAIN --------- ( )� SEG E d E) -- -- fa)-e- - (E) lE) mm(E) (E) --^ (E) T BAR CLIPS PAR W 'AN BAN 0 �— .. __.___... . _..__ . 2 AffJm I _ • _.. . __ _ _.... _ _ _ RECES'11111111,04 MOUNT o�� o(E) _._..___._- - fE)8 ` rim. - .Y; ... _._. _.___ _ L IGHT F I>CTI�RE SUFFORT z ,) lE) lC) lE) E) - _ M. _ I, -_____ ',; MI22 r�r rAr 09D GO3=M121 NO WO ` LQ- �_ _ ____-_ N.T.S. L — _. _ .... A A H19 A lE) lE) (E) (E) — I L/ - -- 'Mill �1_At33RODM N (E) g I MIIO _� �g' :4 _ I Mil I (El — CI E) (E) (E) (E) (E) (E) (E) wall _ 'AN rAr NAB TNNI Rlc 1 _ -ARE t, �_.._... ___ _._._ �_1- w (E) (E) i,'' 'A' '►Q' (E) (E) (E)� o l I __ �..__ ____. __ ' �7U E) ` I 8 lE) . .__. __ . .._.. __......__ ._ _..-.. . .. .. - g STRUCTURE � O l rAr rAr rAr r...1 ) I.;l (E) I cy - (E) FLUSH ,,•• _ -_ E~ 6 0 ACP_I Ems" (E) (E)I �-i. M�9 ) 1 OI c:i� r-�) I' 'I Q �:�► r.;I k-i I (.i) I'-`I P;'1 OI S;1) k7 k'.:� OG_) a) 5 r.,l [tit4>>m (E) (E (E) (E) (E) (E) j (E) (E) (E) I � U BAN rAr rAr l (E) ,. . 3 / (E) w (E) 1 E -02 ) I I' " �/ .. __._. ».�....._ _r ... fE)- --(L)- . ..�. .. - ------ ' _ 8" MAX I 4'-0' 4'-0' u rAr - - (E)- _. . (E) �(E)� fE)TM _ — I 1 BAN rAr 'Am — (E) --- ' _. .__... _ ._..... .- .___._. ........_-.__.. __... . ._.__._.... _. .__..__.__. _.. ._..___._... -- - 6' MAX. LATERAL BRACE AT 12' D.G. 1 f �;I — -- -- I *Am l E) (E) (E) -_ N MAIN RUNNER5 OF AN 'INTERMEDIATE DUTY' SUSPEN51ON SYSTEM I t,- rAr (E) MI19 ._ _._._ _____. (E) MII1 "- (E)» AT 4' 0' O.C., SUPPORTED ) I-� O UJORIG_. lR (E) T �S A A _ -- __.. ......,..._ __._.. _._..__ HIS A A__ -- ____ - GENERAL NOTE. E., rAr rAr rAr PAN �lt'd" d f,(. III A' MOIRE SAN nGUIV . 1 2 3 4 5 7 S 9 10 J, 1949 I — n V) MITb -Xls u OA cry �.7 KE)" NOTES / U JAN — —_ — — to " I r1n® AREA OF ALT. FOR NEW CARPET - EXIST, FE55LE NEW 2 AGGREGATE CONC. TO BE PREPPED AS NEC. �� ~ — �� in n n OV-1 I 2O NEW WALK,-OFF CARPET AT ENTRY. FAJ r N� N r..r to SMOOTH EXIST. SEALED GCE_. . AS NEC.PRE TH TRANSITION OF NEW C-A PE* U `u --- �1,B4 r3�2 L'sz Sv- O Miie l� '.. ': COY© t.R _ .� — ___ ___ — C.4 cn vi — MI2P! vi tn I�BK. C � Fin V y d_1 ELEC. E 1 O `o W�L� • .. I _ U E— ...... , . . . . Inn , $DOM �I GLA83RQOM C-I _ Mlim MIII W o I'. I I C-3 EXIST, x '. ' ' ' I .. ... .' '. • CARPET _ _ U p; 1_ 0 3 TFF I: .. � � - - -- - - - – �-0.4 xl Mllb C-) I •7 . . .. ... . .: 1� „,...... .. .. . .. .. , I MIiDB I I ,a' R';'a . . . ... .... ... . .... . .. . . .. . .. . . .... .. . .. .. .... . . . .... . . .. . . . ... . . .. . ....... .. . .. i I .... .... ... . .... . .. .. . . I.. ... .. .. .. ... TIT TTI f T OFFIT A 7C- . ite;7 t, k .... ... ........... ', , ., •• .. . . C-3 EXIST. EXISt. C — � CARPE CARPET ;'. , ,',. ;•;',; ,';'. , C ... .. .. . . . -F CLA60ROOM 11114 RO C 3 (l , u �! _C) _ .... .. .' MIIb ., -...._ I .MIDL' LLI .. � .. ........_ --- OF r_-2 / l - - - I 1 / NEW j ADDN.• RCYIz3lON3 I � FIN15�4 PL000 R FLAN r'v M9.ra SET FDA I L. 3/5/03 +r FILE AI�I�.G.�I J0r--, 2112"1r,.2 rf) I Y MUN CHK N i (� Mckenzie SU 5835.9905 i BUP2003-00214/0013 u I 33 of 58 A9w01 c� CONSTRUCTION SET c:Jr- C.I Ir. rta M:\S--Z\St.AntIiony\2. 1MINI w 1 .. . ._.. NOTI+;t: IF THE PRINT OR TYPE ON ANY 11111' 111 III III III III I I 11 1 III III ! M I I I III 1 1 1 1 1 1 1 III III I I I I ! I I I I 1111 I I I 1111 I I I 1111 M I I I I I I I I I I I I I I I I I I III III M I I I I I I I 1111 I I I I I I I III III 1 1 1 1 1 1 1 III III M I I I II I 1 a�l 004 � 4 I I I I l 11 1Z � IMAGE IS NOT AS CLEAR AS THIS NOTICE, ---- 11. - - `1 _1_ _ .�- ---- - L- ----- - _L____ _---gL.. - — ...-. L ---- - -- -----1------ -� ITIS DUE TO THE QUALITY OF THE "°38 _ fligil - - -- ORIGINALDOCUMENT9L�Z8GTe1E Iitl�liII►I 111111111 Iill IIIII►IIIIII1L1111 �llilll llll�lllllllll �LII I�IIIIIIIIIIIIII ► Illllll ►I ILII► (IIIIIIIII�IIiIIIIIII - FLUSH MTL. PNL. ----- __ _V ��T EMENTITIOUS -- - - -- _ � SIDING AC LOU-5. INSUL. C (� �• J i�� PANEL SIDING J, T� ) — KEY NOTES - �— H55 FRAME BEYOND � % -- BUILDING PAPER -!" - _ � . � �5Y OM MO AN y r ,` �— BUILDING,PAPER j f 5/8 TYPE X GYP. B / _-/� 5i TYPE X GLAS°.� ►'a CEMENTITIOUS " e 4 EA. SIDE v �' /�-- ° �'' _ r® TYPE X GYP. BC) I '�'c , (� ;. FLUSH MTL. PNL. �"� BACKER/5HT. _ �� MAT GYP. 5UE35TRATE V SIDING y� , BACKER SHT. MTL. BD 0 , MTL. BD. ) ,� ; 'x' I _1 - - AGGUU5. IN5UL. N tf� �) PER G,A FIRE RESISTANCE DESIGN MAN., GEN. , �_ 1949 VJ ExFLANA•1.ORY NOfir�: - ^- \\� - IB GA. 350' GALV. .' �. �--- METAL 5TUD5 1 I-�.' 1'a `11< _' �/_� " �� - MTL. STUDS + ae' oc. 16 D.G. O t l -- 6 METAL STUDSO I��' - / / .�.," -- 2x4 WD. STUD 0 16' O.G. �1\�) Q 16' O,C. I !; ; 15. GREATER STUD SIZES SHALL BE PERMITTED TO BE MAX. ilaRlz. - OFFSET ..i i ,�„ , ,� :ir;.,!r���>r�,,cj, ��1 — �--- TO ALIGN FLUSH MIL. --- THERMAL INSULATION ?� '- 4 USED IN MTL. OR WD. STUD 51"STEMS. PNL. 51DiNG BETWEEN -' K 1 - THERMAL INSULATION BELOW PARAPET r. n NSs POSTE -- 35re' MTL. 5TUD5 %-�^ 5%' TYPE 'X' GYP. BD. O NONLDAD-BEARING AT 51M, .�-� i�.•Y � ; o -- 5re' TYPE 'X' GYP. BD, C FLUSH MTL. PNL. PER GA FIRE RESISTANCE DE51GN MAN„ GEN. 51pING Y 1 EXTERIOR INTERIOR f EXPL"NAiORY NOTES: EXTERIOR 1l`lIF.�1QB `SEE FLOOR PLANP► EXTERIOR SIDE: ONE LAYER a' PROPRIEIARY TYPE 'X' GLABS EXTERIOR SIDE ONE LATER �' PROPRIETARY TYPE 'X' GLASScv H55 FRAME MAT GYPSUM 6UB5TrcA1E (SHEATHING) APPLIED PARALLEL OR g MAT GYPSUM SUBSTRATE (9HEATNINGI APPLIED PARALLEL OR 15. THE ASSIGNED RATING OF ANI' LOAD-BEARING ONE SAYER 4b TYPE X GYP. WALLBOD. OR GYP. VENEER BASE ONE LAYER TYPE X GYP. BD. APPLIED PARALLEL OR AT AT RIGHT ANGLES TO 3 1' STEEL STUDS 24' OG. WITH I' TYPE . � Al RIGHT ANGLES TA 3 a 51EEL STUD. ?a' OC. ICA I T I PE . 6 " 5e' " f CORROSION RESISTANT 5CREW5 5' OC. AT VERTICAL STUDS AND Ln S� .�tEM SHS-ILL AL30 APPLY TO THE SAME SYSTEM �� �/ � APPLIED PARALLEL TO A DOUBLE ROW DF 1 re STL, STUDS 24 O.G. APPLIE[U t ARALLEL t0 3 � lm GA. StL. STUDS 16 O.G. W/ I � CORROSION PERIMETER .CREWS 8' O.G. C LKED WITH STUD. AND 4 611 , RIGHT ANGLES TO EA, 51DE OF 2X4 WD, STUDS 16' O.G. W/ z �� USEi✓ IN A NONLJAD-BEARING, 5T"STEM, INDICATED �� � �Qe I?' Oma. AT PERIMETER RUNNER.. JOINTS CAULKED WITH FLEXIBLE, 4 APART W/ I' TYPE 'S' DRYWALL SCREWS 8' O.G. AT EDGES I? O.0 AT PERIMETER RUNNERS. JOINTS CAULKED w11H FLEXIBLE, t..., n STUD SPACINGS ARE MAXIMUMS. NON-HARDENING BUILDING SEALANT OR COVERED WITH WEATHER 4 FLR. 4 GLG. RUNNERS 4 12" O.G. AT INTERMEDIATE STUDS, bd COATED NAILS. NON-HARDENING BUILDING SEALANT OR COVERED WITH WEATHER i- EXF105ED CLADDING OR FINISH SYSTEM. bre' GYPSUM BD, PCS, 12' W X 9'I. LOCATED AT 1/3 PTS. USED AS EXPOSED CLADDING OR FINISH SYSTEM. V JOINTS STAGGERED 16" ON OPPO51TE SIDES. s nn CR05SBRACES FASTENED TO STUD PAIRS W/ THREE If TYPE 'S' INTERIOR SIDE! ONE LAYER a' PROPRIETARY TYPE X GLASS CSFCR TIBC 603, TYPE II 1-NR. BLDGS. 5HALL BE OF NON- INTERIOR 51DEt ONE LAYER "g' PROPRIETARY TYPE X GLASS COMBUSTIBLE CONSTRUCTION 4 I-I-IR. FIRE-RESISTIVE MAT GYPSUM SUBSTRATE, GLASS MAT WATER-RESISTANT DRYWALL SCREWS AT EA, END OF BRACE. OPTIONALLY 25 GA. MAT GYPSUM 6U56TRATE, 6LA55 MAT WA7ER-RESI5TANT i BACKING BOARD, GYPSUM WALLBOARD, UTATLR-RESISTANT X 9112' LONG STUD OR RUNt,!ER PCS. MAY B USED AS CROSS ! ' ' 1 BACKING BOARD,GYPSUM WALLBOARD, WATER-RE5I5TANT 6. 4 ~ r THROUGHOUT, EXCEPT THAI PERMANENT NON-BEARING �' G�FSUM BACKING BOARD, OR GYPSUM VENEER 546E BRACES e AtTACWED W/ TWG NO. 8 X I/?' UR g/8' SELF-DRILLING WALL TYPE E (W/OSr1T ACCQ41S. INSUL. GYPSUM BACKING BOARD, OR GYPSUM vFNEER BASF .T+ o, PARTITIONS MAY U��FIRE-RETARDANT-TREATED WD. EXT SIDE; VERT FLUSH MTL. 51DING ATTACHED TO 3%' MTI. STUDS W/ I' n APPLIED PARALLEL OR AT PIGHT ANGLES TO STUD5 WITH I' O •+r c, APPLIED PARALLEL OR AT RIGHT ANGLE. TU STUD. WITH I' STL. SCREWS At EA. END. . . TYPE 6 DRYWALL SCREWS a' Or. AT STUDS AND 12' O.G. AT !� W/ N THE ASSEMBLY, PROVIDED FIRE-RESISTIVE ROMT5. TYPE 'S' DRI WALL SCREW. a 8' O.G. - JOINTS GAULKED Wi FLEXIBLE, TYPE 6 DRYWALL SCREWS B' O.G. AT STUD6 AND 12' O.G. AT " WALL TYPE I / ACCOUS. INSUL,) u ARE MAINTAINED. NON-HARDENING BLDG SEALANT. FLOOR AND CEILING RUNNERS, (NLB) JT5, STAGGERED 24 ON OPPOSITE SIPES, FLOOR AND CEILING RUNNERS, (NLS) � t GA WP 8005 I-HR, FIRE RATED GA WP 5015 I-HFA. FIRE RATED GA WP 3605 NON-RATED GA WP t'IJ05 I-HR. FIRE RATED SEE 51.01 STL. STUD SHEAR WALL SCHEDULE. G-P GYPSUM Na" DEN5-GLA55 GOLD FIRE U 12 G-P GYPP3UUMM■�5%' DENS-GLLA55 G")LD FIREGUARD I2 OFOR GLASS MATT GYP. SUBSTRATE SHT. MTL, BD., SEE r ��AR O CHAS WALL INTERIOR ERIOR WALL ® EXTERIOR ERIOI� LUAL L BEARI'•�(� O � 51.. 1 STL. STUD SWEAR W�+L!. SCHEDULE. MECH. SCREEN WALL EXTERIOR WALL BEARING , " I I/2' ■I'-D' � I I/2" =I'-0" � 1 I/2" .I'-0' � I I/2" .I'-0' � � a O5 W 4G W,4I-L W/ EXTERIOR SIDING ID BOTH SIDES AT 3 ■ I -0 5' -1. : - SEE 112/GYM A3.01. O .� $ - y PER GA FIRE RE515TANGE DE51GN MAN., GEN. ROOFING - 5ie" TYPE 'X' GYP. SHEATHING - _ MODIFIED CEMENT 0 ® EXPL"NATORY NOTES: IGID SHEATHING - OPTIONAL. NOT USED, ( er ' TYPE 'X' GYP. BD, l (' -� ;�=�-� PLASTER SIDING () OLYISOCYANURATE - 5TL DECKING e - VERTICAL WOOD SIDING til BUILDING PAPER 21, ADDITIONAL LAYERS OF TYPE 'X' OR REGULAR IN15 L.- \ EA. SIDE © 11 (MATCH EXI5TING) �, GYP. ED. 5HALL BE PERMITTED TO BE ADDED TO I GYPSUM WALLBD. - APPLIED PERPENDICULAR TO ROOF DECK - t' �. = '. ; /; e' TYPE 'X' GLASS '�' t!) ANY SYSTEM. END JTS. TO OCCUR OVER CRESTS OF STL. ROOF DECK W/ END - �` BUILDING PAPER ;''; � ;-- MAT GYP. SUBSTRATE JT5. 51,AGGFRED IN (2) ADJACENT ROWS. E6AGKER BHT. MTL. BD. OPER USG, SECTION 803: -!- _/E3 U Q ;" - PWD. SNEAt4-TINGI. WHEN WALLS CEILINGS ARE RQD. BY ANl' STL. ROOF DECK / JOISTS, - SEE ROOF FRAMING NOTES, 52.01. '� 3-5/8' METAL STUDS ., MATCH EXIST. ( ��-J r 6' METAL STUDSPROVISION OF TH15 CODE TO BE OF FIRE-RESISTANT ZZ U r.I �'' - 24' O.G. '�� , , `� � - ID 16' D.C. OOR NOIv-COMBUSTIBLE CONST„ THE FIN. MAT. 5HALL - OPEN WCOLD ROLLED STL, CHANNEL - NOM. 1112" DEEP, MIN. 16 GA. , —� 2x6 WD, STUD Iro O.G. -�( INSTALLED PERPENDICULAR TO C,J. DIRECTION. CHANNELS = � __ �i - 7HERT'IAL INSULATION BE APPLIED DIRECTLY AGAINST SUCH FIRE- BTL. TRUJ ACGOUS. INSUL. a`` _ b ; - THERMAL INSULATION RESI5TANT OR NON-COMBUSTIBLE CONST, OR TO W SUSPENDED FROM JOISTS W/ 12 511iG GALV, STL. HANGER WIRES, .: r, (45-49 STC) "+. PLYWD. O 11 r E d" W � 11 HANGER WIRES SPACED MAX. 48' O.C. CHANNELS SPACED MAX, SHEATHING v 1 FURRING STRIPS NOT EXCEEDING lie' APPLIED / �- �'e TYPE X GYP. BD. DIRECTLY AGAINST SUCH 5URFACE5, THE ?4' O.G. GHANNEL5 SPACED t0 EXTEND APPROX. 6" PAST CJ. gre' TYPE 'X' �. INTERVENING SPACES BETWEEN SUCH FURRING -�. OFFSET TO EA. OTHER. HANGER WIRE AT END OF EA. CHANNEL �` GYP. BD. ,_.] z STRIPS SHALL BE FILLED W/ INORGANIC OR CLASS I --- TO BE LOCATED IN SPAN BETWEEN FURRING CHANNELS OVER NE LAYER 5/8' TYPE X GYPSUM WALLBOARD OR <aYF-'5u1�1 EXTERIOR INTERIOR EXTER!nR INTERIOR >--4 O 0 MA 'ERIAL OR SHALL BE FIRE BLOCKED NOT TO C,J, ENEER BASE APPLIED PARALLEL OR AT RICzHT ANGLES TO XTER!OR SIDE: ONE LAYER g' PROPRIETARY TYPE 'X' GLASS w EXCEED 8 FT. IN ANY DIRECTION, SUSPENDED ere' TYPE 'X' AGN 51DE OF 3 5/3" STEEL STUDS 24' o.c. WITH I' TYPE 5 MAT GYPSUM SUBSTRATE (SHEATHING) AF'�LIED PARALLEL OR O a GYP. BD. GLG. c EXTERIOR SIDEt BASE LAYER 15/32 PLYWD. SHEATHING APPLIED x 0 FURRING CHANNE:Lco - NOM, T'e DEEP, MIN, 25 GA, PAINTED OR DRYWALL SCREWS 8' o.c. At VERTICAL JOINTS AND ':' o.c. PARALLEL TO 2X4 STUDS lro' O.G. W/ GALVANIZED 6d NAILS, AT RIGHT ANGLEI TO 3 S STEEL STUD. ?4' OG WITH 1'STUDS S O MATCH EXIST, EXTERIOR 4 INTERIOR WALLS AT MIDDLE AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. 8 SCHOOL. WALL Tl FES WERE DEVELOPED FROM ORIG. U�FI(�� RESISTANCE DIRECTORY, DESIGN P-510. CALVE., INSTALLED PERP. TO GOLD-ROLLED CHANNELS AND 8' O.C. EXTERIOR SUBAGE COVERED W/ WEATHER EXPOSED CORROSION RESISTANT SCREWS 8' O.C. AT vER1'ICAL STUDS AND O FINISH SYSTEM. 12' O.G. AT PERIMETER RUNNER.. JOINTS CAULKED WITH FLEXIBLE, SPACED MAX. 16' O.C. FURRING CHANNEL ALONG EA, SIDE OF C.J JOINTS STAGGERED ?4 ON EACH SIDE AND ON OPPOSITE SIDES. NON-HARDENING 0tI1LDING SEALANT OR COVERED WITH WEATHER U� DWG5. OF EXIST, BLDG. - VFY. EXIST. CONDITIONS EXPOSED CLADDING OR FINISH SYSTEM. NOTIF`' ARCHITECT OF SIGNIFICANT DIFFERENCES. ROOF COVERING - SINGLE-PLY MEMBRANE, CLA55 "A', TO BE LOCATED W/ ITS it 3" FROM 4 OF G.J. FURRING CHANNELS SOUND TESTED WITH 3 1/2" GLA55 FIBER FRICTION FIT IN STUD INTERIOR SIDE: BAST: LAYER %" TYPE 'X' GYP. WALLBD. SECURED TO CHANNELS W/ DOUBLE STRAND OF IB SWG GALV. SPACE INTERIOR .IDE: ONE LAYER L' PROPRiFTARY TYPE X rjLA.s R PER GA FIRE RESISTANCE DESIGN MAN., GEN. ROOF INSULATION - POLYISOCYANURATE FO4M�D INSUL. EDS„ STL. WIRE. APPLIED PARALLEL TO STUDS W/ Bd GALVANIZED NAILS, MAT GYPSUM SUBSTRATE, GLASS MAT WATER-RE51ST4Nr O EXPLHNATORY NOTES: BACKING BOARD,GYPSUM WALLBOARD, WATER-RE616TANT 4B X 48 OR X 96 , TO BE APPLIED IN 91) OR MORE LAYERS. WALL TYPE K (W/OUT ACCOUS. INSUL.) GYPSUM BACKING BOARD, OR GYPSUM VENEER. BASE MIN. THICKNESS 1.2' FOR I-HR. RATING,. EDS. TO BE INSTALLED GYP, SD. - SEE SPECIFICATION 09250 G'Y'PSUM ASSEMBLIES. r APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH If 11, THE ADDITION OF GLASS FIBER IN5UL. TO ANY 1-HR. W/ END JT5. S'T,&GG-ERED MIN, 6' IN ADJACENT ROWS. WALL TYPE Kl (WI ACCOUS. INSUL.) TYPE 5 DRYWALL SCREWO 8' O.C. AT STUD. AND 12' O.C. AT � RE5ISTENCE RATED FLR./GLG. IS PERMITTED PROVIDE EA, LAYER TO FSE OFFSET IN BOTH DIRECTIONS FROM LAYER CONTROL JT, (C.J.) - SEE SPECIFICATION 09250 GYPSUM FLOOR AND CEILING RUNNERS. (NLB) ONE ADDITIONAL LAYER OF 5re' TYPE "X' GYP. BD, IS BELOW MIN. 6" IN ORDER TO LAP ALL JT5. ASSEMBLIES. GA WP 1012 I-NR. FIRE RATED GA WP B130 SIM. NON-RATED GA WP 8005 1-HR. FIRE RATED w APPLIED AS DESCRIBED FOR THE FACE LAYER OF TN TESTED SYSTEM EXCEPT THAT THE FASTENER LENGTH G-P GYPSUM 5re' DENS-GLASS GOLD FIREGUARD I2 I � A Y T THAN THE 8 � L0,40- SHALL OAD� 5HALL BE r,C,�E 5ED B NOT LE55 E LOW ROOF■CLC, GYM I INTERIOR WALL EXTERIOR WALL Q EXTERIOR WALL BEARING OF THE ADDITIONAL LAYER OF G' BD. - < 1 1/2 =I 0 1 1/2 =I O 1 1/2 I -0 IIa FOR DUCT PENETRATIONS W/OUT F5D'S, SEE 15/410,03. ^^ GONC, TILT-UP WALL PANEL `"' INCREASE LENGTH OF SCREWS TO ACCO"ir^.DATE -'-, 5/8' TYPE 'X' GYP. BD. II ADD'L. LAYERS OR THICKNESS OF GYP. 5D. OR PLYWD. �— 112' PLYWD. Q 5/8 TYPE X GYP. BD. THERMAL [ .� EA. SIDE SHEATHING. �, :,. EA. SIDE a I ,,, 5 INSUL. �I 6' MTL. JOIST ; �S _ SURE-BOARD (Ti-V BACKER 5HT. MTL, BC CAN BE �- - 1' MIN. FIBER INSUL. ACGOUS. INSIiL. y` . 12 ` '' 135-39 STC) �. � �-- 6 MTL. SCUDS (45-49 StC) t' O FABRICATED W/ OTHER BRAIDS OF FkOPRIETART ---�' Y :, GLASS MAT BD. SHEATHING. GYPSUM ASSN. FILF NOS. 5je" TYPE 'X' GYP. �` r FOR RATEC A55EMBLIE5 VARY. S - I G-H MTL. SCUD BD. - IMPACT r RESISTANT � � � -' �� SIM, FOR ALTERNATE BRANDS OF GLA55 MAT BG'. ' HORIZ, WHERE SURE-BOARD BACKER SWT. MTL. BD. 15 NOT ` ` I �- SPECIFIED. ` 10 EXT RIS ;---�.` " 'A wr TYPE "X" GYP. BD, r- 19' ONE LAYER 5/8' TYPE X GYPSUM WALLBOARD OR GYPSUM ONE LAYER 5/8' TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO FACE LAYER Ire' TYPE 'X' GYP. BD. APPLIED AT RIGHT ANGLES ONE LAYER I"X24' ciY"P. PNL. INSERTED BETWEEN 2112' FLR, 4 GLG. PER UBC TABLE 1-B, 1-HR. FIRE RATING IS ACHIEVED BY 3.2" ONE 51DE OF 3 5/6' STEEL 5TUD5 24' oz, WITH If TYPES EACH SIDE OF 3 5/8', STEEL STUDS 24' c.c. WITH I" TYPE 5 CHANNEL SHAPED, MIN. 6' DEEP, 16 GA, GALV. STL. JOISTS 24' O.G. 'J' RUNNERS W/ "H' SECTION OF 21/;' VENTED "C-H' STL, STUDS OF CARBONATE AGGREGATE CONC. DRYWALL SCREWS 8' o.c, AT VERTICAL JOINTS AND 12 o.c. DR"T-WALL SCREWS 8 o.c. AT VERTICAL JOINTS AND IA oc. v, AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE 5TUD5. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. v, W/ 1 IN. TYPE 'S' DRYWALL SCREWS 14' O.G. FLR. OF 112' TtG BETWEEN PANELS. J EDGE PI ' DJD. APPLIED AT RIGHT ANGLES TO JOISTS W/ I'I%' ONE LAYER 5/8' TYPE X GYPSUM WALLBOARD OR GYPSUM NO, 6. PF,ILLIP5 HEAD SCREWS W/ 314' PILOT TIP 6" O,C, AT OPPOSITE 51DE: ONE LAYER ere' TYPE "X' GYP. BD. APPLIED VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO JOINTS STAGGERED 24' ON EACH SIDE AND ON OPPOSITE SIDES. INTERMEDIATE, JOISTS, PARALLEL t0 STUDS W/ If TYPE "5' DRYWALL SCREWS 12" O.G. ONE BIDE OF 3 5/8 STEEL STUDS 24 O.C. W/ I TYPE S BOUND TESTED WITH 3 1/2 GLASS FIBER FRICTION Flt IN STUD DRYWALL SCREWS 8' o.c. AT VERTICAL JOINTS AND 12' o.c. SPACE. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. WALL TYPE 'G' (W/OUT ACCOUS, INSUL WALL TYPE 'C' (W/OUT ACCOUS, INaUL.) � WALLTYPE 'G1' (W/ ACCOUS, INSUL, WALL TYPE 'Cl' (W/ ACCOUS. INSUL.) 4C GA FC 4503 SIM, NON-RATED GA WP 1008 I-HR. FIRE RATED NON-RATED. GA WP 1012 I-HR. FIRE RATED CLCx. GYM T.R.S 4 LOC�RS SHAFT WALE_ EXTERIOR WALL FURRING INTERIOR WALL 1 I/2' ■I'-0' 1 1/2" ■I'-0' 1 1/2" ■1'-0" 1 1/2' ■1'-0" `r 11/2' ■I'-0' PLYWD. _ TILE or No' TYPE "X' -- - `��-- GONG. TILT-UP 5B' TT'PE 'X' G'I'P, BD. f-" 1r "x GYP, BD. 0 SIM, 3 6 i �,�- WALL PANEL \ _', EA. SIDE RIGID POLYISO- ACGOU5. INSUL, Z , Ix, l ` e \��I r 1r?" GEMENTITIUUS �1 / GYANURATE INSUL. �� �- REVISION. ---- WD. J015T ,1/-- re TYPE X GYP. BD. '� I� d s y �� l;5-49 STC) ... BACKER BD. --'- �. 6 METAL 51UD5 1v ACCOUS. INSULATION i 13'0' 'Z' CHANNEL ' ?4" O.C. ACCOUS. INSUL. I I y_- '''-- �-� 'D 48' O.C. WORIZ. - _ � � ` �� O ACGOU5. INSUL. ere' TYPE 'X" GYP. E'.D. _ FIRE BLOCK .. . 4/11/03 PLANS CK. I '-�•,� ;I PLYWD. SHEATHI",G O 11, v ! 8 FT. INTERVALS 2x WOOD STUD 16 O.C:,. ( Ia �= I _'!__' METAL D d 6r TYPE X GY "`.�. � (o" M TA STUDS REVEAL g, " , p IO BD. - IMPACT RESISTANT - EXTERIOR - - -- 5re' TYPE "X" GYP. BD. HALL - �LAggRM• LOBBY) SaYC1 I_ 8' ONE LA) ER 5/8' TYPE X GYPSUM WALLBOARD OR GYPSUM 4NEW EXIST. VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLE5 TO ------- '12" 1_ EACH SIDE OF 3 5/8' STEEL STUD5 24' c.c. WITH I" TYPE 5 EXTERIOR SIDE: BASE LAYER r2 GEMENTITIOUS BACKER UNITS PER JBC TABLE 1-B HR. FIRE RATING 15 ACHIEVED B'r" 3.2' BASE LAY"ER BIB" TYPE 'X' GYP. BD, APPLIED AT RIGHT ANGLER APPLIED PARALLEL 10 3%' 20 GA. 5TL. 5TUD5 16" O.C. W/ If OF CARBONATE AGGREGATE CONC. DR`r"WAL.L 5CREW5 13" o.c. AT \'FRTICAL JOINTS AND 12' c.c. SE7 DATE 3/5/(c�3 TO 2"XIO' WD. J015TS 24' O.G. W/ 1114" Ti'PE "W' OR 'S" DRT-WALL NOTE: FUR AS NEC. FOR MAX. AT FLOOR AND CEILING RUNNERS, AND INTERMEDIATE STUD5,c; sY 2'-0" RECESS AT D.F., GORRCJSION RESISTANT TYPE 'S-12" WAFER HEAD SCREWS 8' O.G. SCREWS 24 O.G, FACE LAYER e TYPE X GYP, BD, APPLIED A WEATHER RESISTANT BARRIER MUST BE IN5TALLED BEHIND THE ONE LAYER 5/5" TYPE X C-YP5UM WALLBOARD OR GYPSUM FILE 4m1f,10 01 AT RIGHT 4NGLE5 TO JOISTS W/ I'1B' TYPE "S" DRYWALL SCREWS PER UBC ADAAG CE:MEEMTITIOUS BACKER UNIT. 3' MINERAL FIBER FRICTION Flt IN VENEER BASE APPLIED P,, RALLEL OR AT RIGHT oc.NGLE5 TO JOINTS 5TAGGERED 24' ON EACH 51DE AND ON OPPOSITE SIDES. - r.j, 12" O.C, AT JOINTS A INTERMEDIATE JOISTS 4 1112' TYPE "G' DRYWALL FIG. 11. STUD SPACE. ONE BIDE OF 3 5/8' STEEL 5TUD5 24' o.c. WITH I" TYPE 5 SOUND TESTED WITH 3 lit' GLA55 FIFER FRICTION FIT IN STUD JOB 2112-17,1 New SCREWS 12' O.C. PLACED 2' BACK ON EITHER SIDE OF END JOINTS. DRYWALL 5CREW5 8' o,c-. AT VERTICAL JOINTS AND 12' c.c. SPACE. - 00� JOINTS OFF6ET 24' FROM EASE LAYER JOINTS. 'JJD. J0I5T5 ONE LAYER 5%" TYPE 'X' GYP. WALLBD, APPLIED PARALLEL INTERIOR SIDE: B45E LASER 5B' TYPE 'X" GYP. WALL BD. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE 5FUD5. DWN CHK; N II SUPPORTING 112' PLYWD. W/ EXTERIOR GLUE APPLIED AT RIGHT OR AT RIGHT ANGLES TO WD. STUDS 16' O,G. W/ COATED APPLIED PARALLEL TO STUDS W/ I" TYPE 'S" DRYWALL SCREWS WALL TYPE 'D' (W/OUT ACCOUS, INSUL, ANGLES TO J015T5 W/ 8d NAIL5, 6d NAIL5 e' C.G. B' O.C. AT VERT, JT5. 4 FLR. / GLG. RUNNERS 4 12" O.G. AT 00� INTERMEDIATE 5TUD5. JT5/ TAPED. LATERAL 5UF''PORT FOR II WALL TYPE 'i2I' (WI ACCOUS, INSUL.) 03 FRAMING MEMBERS ROD. GA FC 540(o 1-HR. FIRE RATED GA WP 3615 SIM. NON-RATED GA WP 8002 I-WR. FIRE RATED GA WP 1012 I-HR. FIRE RATED Mckenzie Str 9835, 9905 LOAD- /� BUP2003-00214100132A10801 ox CLIG. 0 M.S. STA# T.R■ O FuRfiRING a 1"�.5. D.I`. ® EXTERIOR WALL BEARINGv EXTERIOR WALL. INTERIOR WALL 34ot �� I I/2" ■1'_0' 1 I/?' ■I'-0' I I/?" ■1'_0" I I/2' ■I'-O" I 1 2' ■I'-0' CONSTRUCTION SET �,F 51-IEET5 Pit:\S--L\St.Anthony\21 1275\cd\ I -- -.. ..,. ss"�WW+r"•. ,y,.o..w m.m-.:awar,,wia,m"au ;Y"^""'' .u.+.., ... '- ■na:r,mi.:bv.r.unr:'+M.>;p'f"C,f y m,a:K, -. ., 'iteuP;,,m . a5•'!;�'q:Rsut 7l�, NOTICE: IF THE PRINT OR TYPE ON ANY I I I I 1 1 1 1 1 III III III III I I I I ! III III I I III III III III III I I f 1 I l I I III III III III 1 1 1 I I III I I III I I I I I I I III I I I III III I I III III 111 I I I III I I i I I I I I I I III I I I I I I ( 1 I I � I II I 1 41 I I SLI I I _I - I I I S - I I 1 1 aI 1� 11� 11 i u - IMAGE IS NOT AS CLEAR AS THIS NOTICE, l _I- -- _--- -- --- _ -- 1 --- -- _L__ -__Jl --- ---___� ._.�� ---- -- - 1-=-- 1 ---�-- - - IT IS DUE TU THE QUALITY OF THE ""3e ORIGINAL DOCUMENT � 6lZ �Z GZ eZ Z Y� IES Z iii I Or e�i DTII I GCT 9�T 4T 161t £T[ �t T�T� 1�6 j8 G 8 19 I ifi � �I�� I � I �L �IIUI��I�I IIII�IIIIL�I��III�IIII�IIII�IIII►IIII►IIItIIIIIi III► III►�IIIIIIIIIIIIIILII�III►II IIIIIIIIIIIIII IIItIIIIIIIIII IIIII�il�lll�l�u� IIIIIII. IIIIII�IIIuIII� <<uI► u>>I�II�u.� 1 >a-�<<���I����IwII �II IIII III II III ► III II III I►�IIIII Illi l VIII II l ' 1'. CLOSURE PANEL I (SL=E c3/A9.5) ---FACE OF WALL (PROVIDE � IOM .i OMAN -­--FACE CONT BACKING TUE' t � PARTII ION BOTTOM - SEE 17/A9.1) (.1) D, U EGUN , ll 949 Y 14 n; - MIRROR - 4'-0" H X FULL WIDTH, ----- —_-- - - _CABINET BODY - 3/11' MDF 7 �� ttt W/ BOTTOM METAL TRIM ut !J t W/ PL LAM a FACE ED6E5 CII R.H. t( I ADHESIVE APPLY i MELAMINE ALL OTHER �> U `( U) I7 MAX., a-- - — ,n p . ___ . HIc�IdFBT F.L.G. !STATE OF WASH. �'-0' EXPOSED SURFACES w !1 OPERABLE - - — - — -- --- - - - �_ 1 - SPOUT I (]U tII PART 2q P.T.D. - t VI` ., / —r a " -- ---- Ifs GA. 5TL STUD v 16 Q.C. ° IJ II) ._19._ � '`' BRACE ABOVE CEILING ° ° --.,CONT LEDGER ATTACHED I , nl I I �� n n �� TO FACE OF WALL Q .4N - X TO STRUCTURE I(1 j ll) PULL HANDLE \� _- ---�../ X. � i ~'-- P-LAM BAGKSPLA,SH - - ° ° r4 — DODF�3 - 3/4' MDF W/ PL LAM FACE t EDGES 1 PLAM COUNTERTOP I� Z -4 0 (� AND FACE B' 1 6E.F_PLAN o 0 MELAMINE A BACK :Y RUBE DRINKING TELEPHONE FIRE ALARM EIRE 1,Ax HIN.KNtL CLR. f— `r rol= C-1-144 3vJ MIN• � ! ! •• 4 PLYWCJOD-"' NOOK FOUNTAIN PULL 6TATION EXTINGUISHERI I ° ° --1/4' MDF BACK AGCE681BLE LAVATORY . . 58' 9'l' OR 56' MIN, CLR. i . .._. _..- .._.. i f _ _......_ _ _ - o o _ �J _ x 60" cLLAR, —" ---ADJ 5HELVE5 - 3/4' MDF U _ __SEE-PLAN MIN. I 11 11 �-� I I 1 `\ // �, ° ° W/ MELAMINE ALL SIDES �? a4 w S.C.D. I FACI= OF" PROVIC ~ 4 MTL bUPPORT C, TOILET �4a' G.B. SIGt WALL ! ` � r CLIPS F'ER SHELF 4 3D' MASE,-�I a' ,S.G.D. ° ° �, �.T.�. 5 N 1�. __.__ I I Q MOUNTING HOLD cil I OC / - ni --BLUSH VALVE # S.N.R. -34 G.E3., BACK WALL, n ° 141\"`i`sss -I ° IN END PANELSI SN,R �( � � COIN SLOT _ a. , IN, r -•"1IA. �] ♦i1 �� 1-42' G.D., SIDE WALL ( I o ° i ---- - Akio 0 �r1 ul .,+.. ; 'J 'i -- 5��--- _ o ��-36 r•Rc71'i E3AGK } -- —4 W RAIL TOP t I :%K 'C .J 0 . -- -- �J v �) r ,u •l �MItJ. — ,J h II , ,u�� I I�} .I' U, (� > WALL, MAX. h _ BOTTOM OF CABINET 1 1 "' I ! jtt ` �` --PL LAM m BOTTOM SHED � b NAILER ----._-- �j `\ Q � • 18' \ � u� CE651BLE ACCESOIBLE TOILET STALL L 2 1/2 X 2 1/2 X 1/4 X 2'-O' -STANDARD ACCESSIBLE STANDARD AC: � ��___ � COILEt 57ALL URINAL URINAL ACGE080RIE8 e-,RACE - WELD TO STRUCTURAL. —UNDER-CABINET LIGHT STUD a 2'-0' OC AND EACH END Ov CABINET TYPE F ONLY) /� '---- GYP BOARD \GA5 _ __.- PULLS TYP r,3`so,NNTYPICAL ADA FIXTURE MOUNTING HEIGHT5r--T`*NLAVATORY COUNTE f RTOr4%"`\ UF:lf=EfR T**rf=E EF 1! 1/4' • 1'-0' IODADA04 1(A,(a 3' 1'-m' O&DG�'4SO8 10•� 1-1/2' ■ 1'-0' r96DCA521 _I1 _ V ...1 FACE OF WALL Im.m I--a 001 --BAGK5PLASN RETURNS HM Ir 1 ►-� o -� �"'"''� —�3 5/8' WIDE X 25 GA, METAL _ — ___- _- FRAME \\ `�. ) BACKSPLASH - 3�4' MDF c� � ~ _ ; /"� STUDS � 24' O.G. 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ONE 51DE METAL P INET l,U/ ° ° LAM *FACE 4 CAGES BABE ZOPEN — — PLASTIC ,ANOPY ° ter_ MELAMINE BACK BELOW 1 " �0 —•°f=3A6E PER FIN SCHED ° I — PL LAM 0 BOTTOM SHELF7 CONT. 4' W BASE RAILS W/ STRECHERS w 24" O.C. FINISH FLOOR - SHIM CAB FIN15H FLOOR AS NECCSSARY TO LEVEL TDe I ;OTTOM AND S� Ips 51M1 A 3' .,�?_,� ri SOFFIT TYPE5 II CUE!I51E5 SECTION a IIEXTINGU15HERCA INET s �.OWEfi� CA5 W1 DOORS � GCNGE5510N5 COUNTER Im,(d I I/1 = !'-(d' 09DCLCxG,9 I�d,�' i" e i'-sD" 1P�,(d 3' ■ I'-0" 09DFIR01 UBBIES I�,� II/�' ■ 1'.�' 06DCA616 Ifd'� I' • I'-O' CONCE55 COUNTER -- DATA t ELEC. DROP , �--- WD. CAP - CI_R. V Wil! 1/4' REVEAL Ek13T, CONC. CH P-LAM WRAPPED I•• i t,4' X It-2' UID, TRIM ,ills I I 6 ALL. 51DE_S - 11/2"X-3/4' WD. FOR DUCT' BEL <- - BACK t 61pE8 CLR. FIN. WD. TRIM � I FLOOR SLAB r -- - a - ------ TOP 1 OU•f51DE I� ' P LAM EXIST-G. _ ... . ' '� EDGE - I ' \ FXISt G. ENING - TO WRAPPED DIVIDER BE CO RED OVER G�- A CER, FIN. . P. 13GJ... . 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MATERIAL - DOOR ------------- cY J v Q Q -t n ,J, �S,J , ��r.�l°J /.� JC ?5 1rt.:1 �C4 )��1 ���'�! alt J(. �l� ;� / 'J I — l �C��J ..�, .?.•J��_``� l �'� �1 r.. id•. ...��r-../'i.. . tt.. � qtr. :7. .� ��ln-(�` SILL la ALUM. rl ,��� DOOR - THRESHOLD „ �!M DOOR - THRE&HOLD _ 8 ENTRI"I S""r6TEM 5 >�1M DOOR HEAD (JAMS SIM.) 2 � I �3��: ll,d,�5�� 1>�JiN11��C�UJ, � i�,'L G.DR02 1(d.t?� 3'--r-0' G.DR08 1010 . U� v� 3 1 -(d Ca.DR3F3 Isa.f� 3 -I 0 G.DR01 1(d.� 3-DI rts.WINHD ca ,. ir. SEALANT W/ BOND BREAKER TAPE THRESHOLD C3 RI •i SET IN MASTIC qy. FLOOR FINISH GRID 'C' 81M. 3' COL. Q) FINISH FLOOR 4'-O' TO ENTRY T�1 ._ 6 _ QUT:JIDE I X2 — _ L^J WD. TRIM I COL. a ° SEAL w/ I g' STOREFRONT STOREFRONT z BAC ER ROP SEE a8i.m� Q .- - WALL EYOND D. TRIM WD. TRIM �J ; ° QL W1 _ _ _.\' I _ I BACKER ROD BACKS / _ J ERRt�D •� . GYP M BOARD -i' IN51L�� REVI:�IC,�NS - ' Av i ITXPANSION - 4 0 I _ _- _y-- I; ' i �'• �� ��� 4/II/(J3 PLANS GK. � JOINT MATERIAL v � �. / - - �..- SEAL rt h f - � FOUNDATION OTL. STUD �., WALL 1 SLAB j (WOOD UPO w = - „•' ', Y _ _ C:, MIDDLE SCHOOL! I COL.- 4:..- -.. ' COMPACTED ° . SEAL _. - GRANULAR FILL �j � 7 � H.M.HMDOOR FRAME - SEAL -=� 81 RUC 1. J 1 Nom. DOOR — A IN51 HSS COI , E)ATE 3/5/03 SEE 87RUCT. -------- ......... ...... r WINDOW SILL W/ — " -(E) JOB 21121r;,.2 w OOR �J �I I WALL BELOW r:lt�l cNK Q� 15 ,��, . DOOR T�4fRES�40Lt-`," 12 i O ROi� g HM DOOR JAM5 ( HEAD EAD 511"I.) � 5TOFREHRONT '� J ,�1`�1� � �^ 0.0 , . STOREF�;ONT WALL 3 e I -O DR5F2 .(I� I /2 c 1'-0 G.DR04 SCALE, 'J'■I'-O' stor®front fg ja nt� 10.0 SCALE, 3'■i'-0' at,orefront ID jamb 1- Mckenzie Str 9835. 9905 [3UP2003-00214!00132 37 of 58 A108041"'. CONSTRUCTION SET _ c►-� �r-IES h:r�J M: �- Z �l.niltl,utl 21 I;?75 ccJ w 1000"Maft NOW 11 NOTICE: IF THE PRINT OR TYPE ON ANY rI I I I r I I I I t I l I III I I t I tI III III 111 I III r I t 11, rh r�t I I r III ► I I I 1111 III III 111 1 1 111 I I III 111 t 111 I I1 III 1 I 1 f III ► I III III 111 1111 ! I I III I I I I I I I III III !I I I I ',� 11) l".'AGE IS NOT AS CLEAR AS THIS NOTICE � I 1 1 1 I 1 � 1 I 1 �I I 1 I 1 �I I I 1 6 1 I 1 ( I I ( I I I I I � � ��4 IT IS DUE TO THE QUALITY OF THE No 3e �, •_ :--' ORIGINAL DOCUMENT p�E 81Z t31Z LZ 9�Z 9�Z �jZ EIZ ZiZ i Z U�Z 8li Ei11t L�i !III !III !III !III !III IIIIIIIII IIII�IIII Ilillllll lllllllll 1111 ill! IIIIIIIII IIILIIIII IIIIIIIII IIIIIII'I IIIIIIIIIIIIII ►I��II�II �I�ILI��If�►I�I�►�►IIII�I►��IIII�IIIII�I�II�I►���IIII�II► 1o�III I j I , I 1 ll l II VIII►II��I I��I�I��, 1111�111�111111111 AS ISAN U, a Go 1949 ROOF DRAIN W/ - `�?J► 1,��� DECK CLAMP U� �.2 LEAD FL 45HING AT DRAIN PEF'IMETER SEE ROOF PLAN I ROOFING \ ROOFING OVER1i - - ►; CAPERED INSULATION SAFTEY POST TO DRAIN X 4�� \ _T_'.6. PARAPET ROOF WATCH 4 MI 1 fI MIN V r �0 Miwga y_ r.�l k 'I PARAPET WALL FLASHING °=1=1= _1 ►-� ~ a PARAPET WALL - RIGID INSULATION TO DRAIN ;�> '! ��; �,;� METAL DECKING -A �w I_I x U ROOF DRAIN DOME . x UNDER PECK I— I I_��+ • CLAMP -I I I GYP BD WELL, PAINTED PROVIDE SEALANT BETWEEN FLUSH MTL. PNL. -_- 21-01 BUMP _- -0 SUMP DRAIN BOWL FLANGE AND _ r ^` W n' 1 ROOF MEMBRANE ITYP.) I/?' PLYWOOD BEHIND - LADDER FULL HGT. O H OVERFLOW _ PAINT TO MATCH WALL \...,, DRAIN d INSULATED ROOF AND -J ANCHOR LADDER i1 OVERFLOW DRAINS '_ INTO WALL BLOCKING V a u O x D.S. TO TURN t EXTEND z Z f,. I TO EXTERIOR WALL R1J. tt kll ------------- �-•� a MEMBRANE (� DRAIN ''"� I I I SHE T MTL. FLA5HII�G I {�OOF ACCE66 LADDEfR �-'`� -T i�OOr- ;J >� ( I �GVf�� TR FURRING, I ` OVERFLOW SCUPPER = - _ -' _ " N �'' r PARA �� OVER TOP TYP. ID BEYOND ~ � Ira• kl" CAP (? OF STUD PARAPETS IP�'(dr I/1' , I'-iD' CIPROF03 UNDER DECK / I I m ROOF-03 0Z CLAMP WALL V .✓ rte'' T.O. PARAFET 2 ►-� x SHEET MTL. � O c� 13'-4' �� • PARAPET - (� w HSS 4x4 FRAME CAP UJD, TRIM �� o -�- - - - - - I•.,• ./'`"� TOP, BOTTOM t POSTS - _ _- ( ' � MTL. PARAPET GAPI V4 t., T.O. H55 - 5HT. MTL. U FIRE6AFING � SIDING _ FRAME .,r• ,• ;f..� .h.. .:� i. ti' - ---_-- _ , ; , • , ' ter—'"JT. C3'f',Mf-G12.• • , . , ' ' . . ' '. F■a" / �" MTL. FLASHING - 1 �-� _ 10. COUNTER- I , KYNAR I FLASHING 13'-4' '"�-� - J FLUSH MTL. PNL.-�, ROOFING -�----• - - I ,._.� �-► � COLLECTOR . ' • � U 1 I I®o f3UXZ TAPER •COI LEGTQR' - -- INSUL. TO 10.0'- � 0.x ►�W r I. ------ 3-/o' GAL V. MT - 'j -_ t. STUD FURRING -� I i+1 DRAIN - • �� T T.O. STOREFRONT BEYOND �^ '^,< I --51-IT. MTL. U 'BE,4UT^Y RPC' a BRACING PER -- J RING' m STRUCTURAL I OPEN I�EYON� V TYPE 'X' GYP. I T.O. PARAPET - SNT. MTL. SOFFIT BD. i `. l ..._..._._.. _ _SLEEVE BEYOND -r- rl 31/2-1 1/2 FI CKING PITCH ul ROOFING �';� REDLO '''-•'� POCKET "� • ' , -./ ll EA POST, `� /, RIGID IN6UL I'XZ' WD, TRIM r���J TYP. - . - . ,--- MTL DECKING `� di 1 I'�� .. - . FIBER CEMENT ( /'' } Q ( MTL. -- .� ---, ,,: PNL. SIDING . .� B cn O O 4' _ r!� DECK --- DOWNSPOUT �' t- ti ►- .�. l �- BEYOND �-., O N - 4 --T-:- ,a 4' 50. Mme' ' T►wee MECHANICAL -- 14 ROOF DRAIN 4 6GUf="f="EfR � FLUSH 1„1`1"1.-.. . �'l� L WALL 5ECT ION SCREE5 C-5. � 5CUFFER 2 C.B. E1._.E1�,r— T I ON TILT-UP'PNL. ii 10.E Ily' ■ I'-m' ROOF-04 Im.(d SCALEi I/�'■I'-(d' SECTION I(d,� I I/2' ■ I'-ra' G-;'.1R-01 IP0 1 In' ■ 1'-0- G-PAR-02 cv STANDING GEAM a 5'-0' ,4.2 STANDING 6rAM �► 5'-01 ,4.2 O.C. - BEE ELEV6. FOR O.C. - BEE ELEVS. FOR RI LOCATIONS LOCATIONS f U 0 / a 4 L a PIPE SLEEVE ° a PIPE SLEEVE �� � • -- - - - -.. .__ _.. __ .._.. -- _ . .._ ._. ... � I _ - , SEALANT A SEAL NT I I I d f n COLLECTOR 13OX - 0 ROOFING I I ROOFING I a ° a SEE EXTENDS I EXTENDS r� UP 4 OVER I UP / OVER '. I BIRD SCREEN hrd IO, %0 TOP OF I I TOP OF PARAPET I ( PARAPET I i " , - y, d SNT, MTL. `� . I BHT, MTL. I RG V I IUN9 C 07 PARAPET I I PARAPETCAP - I CAP - ---{�- r,, KYNAR -�". I KYNAR Cr .• _ . I WD. TRIM - 1 • ^^ _ I UNDERCUT I INSULATED MANUFACTURED INSULATED 4 �� WD. TRIM - I TO DRIP I OVERFLOW OVERFLOW ROOF DRAIN PIPE �� s UNDERCUT DRAIN PIPE `' 4 SCUPPER .r, TO DRIP FLUSH MTL. I - - "' FIBER GEMENT PNL. I ' ,. I SIDING I FIRESTOPPING x �- FIREfiTOPPING Ncr BLDG. I PAPE. I a d N -PAPER--- - - - ' I _ PAPER n g a b SET DATE 3/5/03 ut_ r--I L E At-Ic3i l .(' 5 ' I ! CEMENtITIOUB C:EMENTITIOUB ��, c� BACKER/ BACKER/ JOB 2'12-17.2 BHT. MTL BO. SHT. MT.L BD. �'�' 1' - CZ I C?I.UN C! IK c5`r 15 FAR. GAF � FIBER GEMENT 5 . 12 FAIR. CAP � FLU5�{ MTL, RANI..... g OVERFLOW � TILT — UP FNL. � G.�. � TILT — UP fNL . 3 c1_ uc� 1(d.Q� 6"e l'-0' IO,� 6"=I'-0' G-PAR2 I(d.� Ihj" ■ I'-Im' ROOF-01 Im•� Ily' • I'-?>' ROOF-02 I�•t� 1 .n ' Mckenzie Str 9635, 9905 01 BUP2003-002'14/00132 X 38 0 A10m05 _ _ CONSTRUCTION SET o a) ilk w M:\`_;-I\s(.An(huIiy\2.1I /�\ud\ • xra . a INN . ".. ". . •yr ...,•..MY■�' .. .:......, :, a, _. .. .. .. .. .. _. . _ .. � ,,.., .._ �!'»�::. ._ - NOTICE: IF THE PRINT OR TYPE ON ANY r l r I l r III ! ! , I I 1 1 1 III ! I III I 1 I 1 1 1 I 1111 I 1 1 III 111 III 1 11 111 I I III 1111 1111 III III III III I I III III III III III III III I I III III 1111111 III III III 1111 III III VIII I a�� 004 IMAG1 IS NOT AS CLEAR AS THIS NOTICE, �_- --1--- - - --- ---.-1 _.._ ---�-- --- _ _.1_ IT IS DUE TO THE QUALITY OF THE "°36 ORIGINAL DOCUMENT -d1v BZ 8Z GlZ t11111 �Z9il[ Z�TiT �iI111.1 III 111111111�11II11►► IIIII11111111111, II► IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi IIIIIIIII IIII IIIIIIII IIIIIIII�IIIIII�IIII►VIII Il111 ti IIII111111►I► l�,llllll(lllllllll ll►J.11lllllli IIIIIII� I II11.1 I�► III hill ___-__-_______ _._-- - --_------------..-----.-.-.-- ------- --------_.�--__.------- __.-__..__.___�_ __..._ ---...--------------------------------_ ._-.____------------.----.-----.___---..___ _-___._.__Y.____-..__..______. --- - ----- __- -- --- -_ -.-_--_---- ________ .. _.___ ----__. ...__. _-------- --__.__.-- ------------------- -------- - -___.__ __ -_ -___ _. . --- . _ .-- --- _..- -_----_.____ -- --- _.... - ----- __-.-- _-___ .__.-_--_.•--.•-_----_ .--..- -- _ S' 'DURAL NOTES: "r'f .11 1 ST. ANTHONY'S CHURCH AND SCHOOL r A1. . r QLKL5lS2N.1 - CENERAL A. GL NERAL 9. Provide dowels born footings to ;match all vertical wall, pilaster arid H�tl'.kitlN , 1. Ihese notes set minimum standards for construction, The Drawings govern column reinforcing. (Poured in place columns and walls). SPECIAL INSPECTION PROGRAM- NOTES;E:i: r •It:. , q:i' e, _ over the general notes to the extent shown, g y 10. Lap all burs in intetsucting footings 2 U or (40) diurnete- whichever is CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM �' L`' /. ` 2. Contractor shall verifyall dimensions and conditions on Drawings and in greater. 1`,�1,� �_.,i�t:;;,`S„� 1. DURATION REFERS 11ME AND FRL(aIJF NCY OF IN51'FC I ION F Ull 1t.Ik I'OR I IONS UI= WURK INDICA T[U ABOVE. *,, •� ( 1�;C r' field. Coordinate locations of openings through floors, roofs and walls 11, All vertical wall reinforcing to be placed In center of wall unless shown FOUNDATIONS AND SOiLS: COMMENT'S OURATIOi4 INSPECTION AGENCY C = CONIINUOUS INSPECTION IN WHICH IIIE SPLC!AL IN5PE-C1UR I : ON SHE AT ALL TIMES OBSERVING 1f1F 1 with architectural, mechanical arid electrical drawings. Notify VLMK otherwise on Drawings. - WORK RLQUIRING SPECIAL INSPECTION. {'!lr"llFt`A' Consulting Engineers (VLMK) of an discrepancies or If actual conditions 12. Extend reinforcing to within 1 Inch of wall and stub edges, Gradin and Sub rade Compaction Ref. Project Specifications P Geotechnical P = PERIODIC INSPECTION IN WHICH THE SFI_(,IAL INSPECTOR I., ON SITE AT TIME. IN-II:RVA(_' NECESSARY �i f/ V 'YJ 9 g ( ) Y P 9 9 P differ from those shown or noted. 13. Contractor to design and provide additionul reinforcing as required for ---_-__.._-__.___________----_------.__.._.______-.-__-.__ __---------__-_ _-.-- ---.--.__-_.___...__...--_---T__-.-._ .11 -- .__..-_-_... __ _-- __ -.___.-..-- --____ _ TO CONFIRM THAT '[HE WORK REQUIRING SPECIAL INSF'EC I TUN IS IN CDN(UI2MANCE WI 111 APPROVED PERMII "r 3. Contractor shall provide all necessary temporary support prior to lifting tilt wall. Footing 11XC0Vatia11 and Compaction 13 Geotechnical DRAWINGS AND SPE CIFICA'IIONS. completion of vertical and lateral load systems. VLMK has not been _ _ _ _ _ ____ _ _ _.___ -__._-___- ____. ._ _._.___ .____._.__-__-__ ___. retained to provide any services related to job site safety precautions, or DIVISION 4 -. MASONRY Footing Form work and Reinforcement T`- - 13 Testing Lab 2. 'THE INSPE('fION AGENCIES ARE A5 FOsLOWS: to review the means, methods, techniques, sequences, or procedures for the A. CONCRETE: BLOCK ENGINEER: VLMK ENGINEERS I 14 li 1 q P ''�'� , r 5 contractor to perform work. Unless we are specifically retained and 1. Design F'rn 1500 psi. CONCRETE; GEOTECHNICAL ENGINEER: PSI compensated to do otherwise, our work Is limited to the design of work 2. All CMU units to bet Grade N, Type 1, I!ghtweight units per ASTM C90 dry to _-_.__.___-..-_.-_._-.-.__-_-_....._____..-__.-__-__._.-..____-____._--r --...__ -_ ._..-.-__._----_.--.- ___._._.-_. ._-_._____.,._._ ___.__. _.-.____.____.__-_._ TESTING LAB: 10 BE DEIERMINE;D 1_11*_.�._1111 P 9 `� described on our Drawings for ih!s project. intermediate humidity condition per Table No, 1. Placement of Reinforcing Steel for Slob-on-Grade P Testing Lub/Engineer *TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORIIONS OF WORK Dr 3IGNAIED IN 111E ABOVE PROGRAM. '" 9 7.1 ,[ U" ) 4. Where reference is made to ASIM, AISC, ACI or other standards the latest .i. Mortar to be type 5 using the Property method per ASTM GI/U. Minlrt►urn _____._._..�_____._-.-.__....-__ .._____-___ ____._._-._.. ____. _W_ ..__.__.._._-_._. ___..___.__-_ _._.._____...___._____.____. THE SFLE:C'I'kU INSPE'C-TION AGENCY 5HA1.1. 13E AN A(,GREUIfkU, APPROVED .�PE(.IAI. INSPL(.(IUN AGENCY EMPLOYED BY = Is:rae shall apply. strength of mortar to be 1500 psi. Placement of Reinforcing Steel for Reinforced Wall Panels P TestingLab En (neer I" .__. -- /` 9 THE OWNER 012 OWNER'S AGENT, NUI' THE CON iRACiOR OR SUBCONTRACTOR, PER R U.B.C. SF Cf ION 106.3,,x. �,,� � F� 5. Inspection and or job supervision Is not provided by VLMK. 4. Compliance with F rn shall utilize Dither the l.Jnil Strength Method or the -- -- - - ---- - -------------- ---- -- ------ --- --------- .---- - THE SPECIAL INSPECiORS DU'IILS REGARDING TIE PORTIONS OF WURK ARE: DESCRIBED IN U.B.C. SECTIONS 1701.3 AND 1 701.5. 14 � p � j P i 6. A!I work shall be In strict compliance with the 1997 Uniform building Code masonry prism testing rnethod from the latest edition of the Uniform Placing of Concrete for Reinforced Slt -on-Grade C Testing Lob ^_ - THE: SPECIAL INSPECTOR SHAH. HE A QUALIFIED PERSON WI-10 SHALT_ DEMONSIRATE COMPEILN CE, 'rO II IE: r W c (UBC as arnended by the State of Oregon (1998 Oregon Structural Specialty Building Code. _-_.____._.___._._.__ _.__..___.__..____ -_-._-------.._.-.--.....__.____---.-_-_______-. .________._-__- -_..--.. -------------- - SA'IISF-AC'IIUN OF THE BUILDING OFFICIAL, FOR INSPECIIUN OF '[HE PARIICULAR TYPE OF CONS1RUCIION 'rT f.-A 2 Code and all other state and local building requirements that apply. b. Grout to have a minirnurn 28 day strength of 1.25 times the cornprossive Placing of Concrete for Reinforced Wall Panels C Testing Lab OR OPERAIION REQUIRING SPECIAL INSPECiION. ''-'r � 4 7. Design criteria: strength of the concrelo masonry units. All grout rnix cluslgns to utilize a _-__ ---_--__-.---_---___.__.T..._-----.-_. .___..__ .-___________-_... ..-..---_.-._--___..-._.-_-..._ _ ____ a. Basic roof live load 25 PSF (snow) fluidifier admixture, !ntrusion Aid by Specrete--IP or approved equal. Prior to and During Concrete Placement for ' ( C Testing Lab 3. PRIOR 'fU TIME BEGINNING OF CONSTRlJC11ON, 'LHf: ARCHITECT (Ufi ENGINEER) SHALL C;AI.I A f RE-CUN5'IRUC1ION � x Li. Wind 80 MPH Exposure B Dosage to be per manufacturers recommendation. Cast Anchor Bolts and Embedment Plates MEETING WFIll ARCHITFCT, E:NGINFER, BUILDING OFFICIAL, CONTRACIOI2 AND SPECIAL INSPFC(ORS '(U REVIEW 1HE U W '` C. Selsrnic Zone 3 6. All work shall conform to Section 2102 through Section 2111 of the latest. --•-•-----•-- ----------------------•------------------ - ----------- - -.- --------. ______________,_.__._ SPECIAL SPECIAL INSPI:C'TION REQUIREMENTS. TNG S"IRUCTURAL OBSERVATION REQUIRCMEN IS SHALL ALSO BE DISCUSSED 8. Mechanical equipment, mechanlcal arid sprinkler piping larger than 2 Inches oditlon of the Uniform Building Crude. Drilled-in Adhesive Anchors, Rods and Dowels Shall per ICBO Evaluation Report C Testing Lab DURING THIS MEETING 4 04 " in diortrteter or any other Items producing a hanger or support load of over 7. Reinforcing for masonry to be ASTM A615 Grade 60 placed in centers of cells be continuously inspected during Installation d' A. 50 pounds shall be hung b a system approved b VLMK. An hunger or us follows (unless otherwise noted In Drawings): -----.----.-._.-.---------------.------------- _.___------ -- -- -- ------- ---- - -------- _-__.___' __ __ ""-- 4. DUTIES OF IFIL SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: P 9 Y Ys PP Y Y 3 support producing a load over 200 pounds shall have additior;:i framing a. Vortical: (1) no, 5 at 4$ Inches on cantor plus ('l) no. yrs tau height Drilled-in Expanglan/Wedge Anchors in Concrete per ICI3U Evaluation Report P Testing Lab A) ACKNOWLEDGE THE SPECIAL INSF'LCTION PROGRAM AND THE SPECIAL INSI'ECI-TUN AND TESTING AGREEMENT, installed to transfer these loads to the main structural beams or wall each side of openings, unless otherwise rioted oar Drawings, ( U,O.N, Noted on Drawings ) PROVIDED BY 'niE LOCAL JURISDICTION. 1-2: W r. unless otherwise approved. b. Horizohtal: (2) no, 4's at 48 Inches on center for running bond, (2) STRUCTURAL WELDING ANfr HIGH-STRENGTH UULIING: are salol for use in the construction of the no, 4 s at 24 inches o,c. for stack bond plus (2) no, 4 s at top of wall -- B) THE SPECIAL. INSPECT JR SHALL OBSERVE. -111E WORK FOR CONI"'ORMANCE W1 11-i THE APPROVED PERMIT DRAWINGS 9. These Drawings have been prepared _ _ __ _ _ __ __ _ ___ .__._____ -- .._. ._-_._.___ R 9 P P Y _ _..-_ _ AND SPI:CIF!CA(IONS, ALL DISCREPANCIES SHALT_ BE BROUGHT 'TO TIME IMMEDIATE ATTENTION OF' 'THE I-' St. Anthony?s Church arid School project located In Tigard, Oregor. arrd ut each Inlerrr►ediute floor level. Locate first bond beurn ut ground Single Pass Fillet Welds 5/16" and smaller P Teatiny Lab CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, 1-0 THE ENGINEER AND 10 THE BUILDING OFFICIAL. `� Possession of these Drawings does not grant a license to constru-.t or floor levyl. fabricate the whole, or parts of this project In other locations. C. Lintels; - " "--'- "---"- ` - _ - - - ab C) THE SPECIAL. INSPCCIUR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO 111E BUILDING Metal Deck Welding and Welded Stud Installation __ - --P- TestinyiL -_ _ l;J 10. Provide shop drawings for all structural products delivered to the project. 1. Less that 4 feet wide 2) no, 4s In bottom of 8 Inch deep lintel. OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (0(HER DESIGNATED f ARTILS), IN TIMELY MANNER, AS Shop drawings of bidder designed items ore to be prepared by, and bear the 2. 4 feet to 6 feet wide '2) no, 4's In bottom of 16 inch deep lintel. , ESTAULISHLD AT THE PRE-CONSTRUCTION MEEIING. � „ stamp of on Oregon licensed engineer (product engineer). Such drawings d. Carriers curd Intersecllons: (1) no. 5 corner bur x 24 Inches x 24 Inches Welding of structural Light Gauge Metal ..- Framing I Testing Lab _.__.__.__._._._.____...___...._...___._-.._._..-_._-.._ _.._.-____.�____ _ _ _____________.._______ _._.-.__ _ __._.-______.-__..__-_._____. J) 'TIME SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT 5fA'TING WFIE'(HFR IFI[= WORK REQUIRING SPECIAL shall certify that the drawings have not deviated from the VLMK design in at each bond beurr► for 8 Inch walls. (L) no, 4 corner bars x 24 Inches x Welding of Reinforcing Steel per U.B.C. 1701.5.5.3 p Testing Lab INSPECTION WAS INSPECTED, AND WHE-THEI? 111E WORK IS IN GENERAL. CONFORMANCE W11H 1HE APPROVED PERMI r � � any wdy, or shall call to the attention of VLMK that the product engineer t.4 Inches at each bond beam for 10 Inch walls. _ 9� . ,____- 9 _-�Pw_r______ _.___�-__ _ _._�_ - __. ___ _g ___ DRAWINGS AND SPECIFICATIONS AND THE= APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. c�� a has deviated from the VLMK design drawings. Such deviation may be cause o. Splices in vortical wall reinforcing and horizontal bond beams shall be Welding A7U6 Reinforcing Steel for Embed Plates ,� �• 04 y_ for rejecting the shop drowinga. Submit one reproducible master copy arid lopped 52 diameters. 9 r 9 C Testing Lab 5. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NUi' LIMITED TO: �, AA b One copy of each sheet for review by Engineer. Sheets smaller than 11" x 8. Electrical buxAs, conduit arid plumbing shall not be placed in any cell that Bar Larger than #� .__.--._._ __ _..__._ _.__.. ..__. ._._.. - _ �_-______ _______. __-_._ -------- ._-__.__.__.-_____._____.. A) NOTIFY Ti-IE: SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AS LEAST 24 FLOURS BEFORE SUCH 17" may he on white paper suitable for copying. Master copy will be contains reinforcing. _._.r�..___..-_ __�..__. ___.___ ______.__ L3)Welding A706 Reinforcing Steel for Ernbed PI, INSPECTION, stomped and returned to General Contractor within two weeks for copying and 9. See Architectural Drawings for details. P Testing Lab -- ____ distribution. Fax submittals will not be accepted without prior approval, ___ _ _.__._______.__..__.. _.....- -___. _.._._.._ ____ __ Bar # and Smaller ALL WORK REQUIRING SPECIAL. INSPECTION SHALL_ REMAIN ACC[. BL_E AND EXPOSED UN11L I I' HAS (TEEN OBSERVLD _ _ _..._.-. _. All submittals shall be reviewed and stamped by contractor prior to DIVISION 5 -. METAL Ili h Strength A325N sand A49ON Bolt Installatiun Verify all Bolts Installed to AND INDICA'IED '10 BE IN CONFORMANCE BY 1HE SPECIAL INSPECTOR AND APPROVED BY '1HE BUILDING OFFICIAL. submittal to Engineer, Unless otherwise indicated shop drawings shall be A. GENERAL y y y „ P Testing Lab C; PROVIDE THE SPECIAL INSPECTOR WI-11-1 ACCESS 'r0 APPROVED PERMIT DRAWINGS AND SPECIFICAi-IONS AT THE JOB SITE C/1.oP'1 provided on the [allowing: 1. All structural members to be detailed, fubricuted and erected In accordance Snug Tight Condition ) 1,..0'' 1 • - U MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUL'MITTED BY THE SPECIAL INSPECTOR. U. Open Web Steel Joists with AISC Standards, latest edition. Submit shop drawings of columns and ) APPROVED FABRICATORS: b, Structural steel and miscellaneous steel. miscellaneous steel. C. All reinforcing steel. 2. All bidder design sbuctural syslerrta to include duns and calculations ----- _ _.- _-_.�______�._-___...__..___-.._-.._..____ - _..�--_.__._____.__._..__.__- _-_-_.___...____._ ._______._____.____�.._.-. � ' . y ( STRUCTURAL OUSERVATION NOTES: 0 stomped by an engineer registered in the governing jurisdiction. Certificate of Compliance n►ust be Submitted to the =- h'�� 0 7 SITE WORK 3. Unless otherwise noted, Contractor will be required to provide a separate Architect or Engineer of Record, for all Off site Fabrication P Tostinq Lab 1. TfiE CONTRACTOR SHALL BE RE:SI'ON51Eil_E FUF2 NOTIFYING ;IIF ENGINEER OF RECORD A MINIMUM OF 24 FIQUf25 IN ;;;___0 0 ill DIVISION, 2 F p such as Structural Steel, Open Web Steel Joists and Girders ADVANCE OF REQUIRED 06SE:RVATION(S) . APPROVAL 13Y THE MUNICIPAL INSPECTOR DOI-S NOr PRECLUDE r- o A. GI:NLRAL permit for bidder design structural systems, , , 1. Remove all or an(c motorial dnd to soil from areas under the building or D. MATERIALS Glu--tarns, and Pre-cast Concrete, Etceteras OBSERVA110N 13Y THE ENGINEER OF RI-CORD AND APPROVAL BY 1HE ENGINEER OF RECORD DOE. NUT I RE:CLUDL- r'''� g P 9 THE INSPECIIUN PROCESS BY TH': MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECIIUN. `�.. ) U �1 under paved areas. 1. t11 steel W sections to be ASTM A992 typical unless otherwise rioted. Cl) r 2. Fill material to consist of a granular material or conditioned site 2. Ail steel plate, angles, channels, etc. to be ASIM A36 typical unless 2. UPON COMPIJ. LION OF WORK THE SiRUCTURAL OBSERVER SHAH.. 9UBMIr A REF,ORT TO OWNI-R AND BUILDING OFFICIAL c-? material. Place fill in lifts not to exceed 8 Inches and compact to 95% otherwise rioted. WITH WET STAMP AND SIGNA'iURE ATTESTING TO THE VISUAL OBSERVATIONS MADE, 1HE RLPORT SHALL IULN IIFY P standard AS1M U-1557 under footings, under paved areas and under floor 3. Pipe: Pipe ASTM A-53 (Fy=35 k8;), type E or S, or ASTM A501 (Fy=36 ksi). slabs. 4. Structural tubing to be ASTM A-500 Grade H fy-46 Esti � ANY REPUR-TED DEFICIENCIES WHIG'' HAVE NOT BEEN RESOLVED, 3. Base material Immediately under slab to be 6 inches layer of compacted 5. Unless otherwise noted, bolts to be A325N for steel to steel connections OTHER INSPECTION REQUIREMENTS crushed rock with less than 5% passing the number 200 sieve. arid A307 for anchor bolts and connections with wood. Provide standard T p y VERTICAL AND HORIZONTAL SHEAR DIAPHRAGMS: 4. See specifications for additional Information. plate washers under all bolt heads and nuts in contact with wood. .-._.--_.--_-.--._.._-_..-_--_-__-._._.... _.-_--_____._ _.._____-...__._-... -_.____-_ __ DEFERRED STRUCTURAL SUBMITTAL (BIDDER DESIGN): U 5. Design soil prassure 2,500 psi LL plus DL per Geotechnical Investigation 6. Driiled expansion anchors/epoxy anchors: Placement of Sheathing and Noil Spacing for - , �' " prepared by PSI Inc. dated October 2002. Vertical Wood and Metal Stud Shear Walls P Testing Lab/Englneer Open - Web Steel Joists r-- 1-4 6. All footings to bear on firm, undisturbed soil or approved compacted fill EPDXY ANCHORS: fD rd minirnurn 18 ihches below final grade. Notify VLMK before proceeding if any STRUCTURAL OBSERVATION ., w unusual conditions are encountered In the footing Axca rations, Base Product LC.B.U. No, 1 _-_.___..._.-_.._...._.._BSER.__.___T_____ __._.__ _ ____._ _..._.. -_...-__. .- _-- ----•--_._ - ___ -.__----.____-_ _.. ___ _____-__-_- -__ 7. Do not excavate closer than 2:1 slope below footing excavations. klaterial SUBSTANTIAL COMPLETION OF 'S RUCTURAL STEEL ERECTION P Engineer �'1 8. Clean all footing excavations of loose rnateriul by hand, - _ �.-...-_ _.._-.W_..___.-.-_...___.._.---.--.-_--_.-_--._.-____..-__._ . .___--_.___-.-__ _ -__..___ _ ___ ____.__.._-_-____.__._ JyUl1: ._ 9. Excavutions may be made under continuous footings for pipes. Backfill to Concrete Epcon Cerarnic 6 Epax, ER-4285 AT COMPLETION OF ROOF DIAPF►RAGM CONNECTIONS P Engineer SUBMITTAL. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL Or SUBMITTED TO ,THE ARCHITECT OR ENGINEER OF RECORD, be approved by Geotechnical Engineer. Anchor by I1W Ramset/Red Bead (INCLUDING WALL ANCHORAGE CONNECTIONS) g AFTER REVIEW AND SUBJECT TO BEING IN GENERAI CONFORMANCE WITH THE CONTRACT DOCUMENTS, 111E ENGINEER WILL RI'-TURN '"` -_.-.__-_. ._ _. _.._..__._______....__-.._ . -.__..-_.__._. .._ . _ _.....-. -_....__ ___.. _ _______._____-__--_- -..-.-_.___ ..-..._.____.___ - ___ THE SUBMITTAL TO 111E CONTRACTOR. THE CON'IRACIOR SHALL 1HE:N FORWARD THE: SUBMITTAL_ 10 THE BUILDING DEPAR'IMFNr, DIVISION 3 - CONCRL7E AND.RUNFORCING Cor a F poxy Tie ET Adhesive LR-4945 AT COMPLETION OF THE LATERAL_ FORCE RESISTING SYSTEM P Fnglneer THE DF..FERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL 'I ILL' DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED A. CONCRETI MIX/MATERIAL Anchor by Simpson Strong-'fie BY THE'. BUILDING OFFICIAL. ,c;,y?. '.,Y 1r 1. Strength: Average 28 day concrete strength determined by job cast lab Company, Inc. cured cylinder to be as indicated below plus increase depending on the -"- plant's standard deviation as specified in ACI 318. Provide mix designs to Concrete Hilti HY-150 Adhesive El(_5193 9. Hangers supported by steel decking snall riot carry loads greater than 120 , " Cngineer for all concrete to be used. Clearly label all mix designs for Anchor by Hilti, Inc. pounds every 2'i square feet. Hangers supporting higher loads may be proposed area of use. P P PP 9 *,I �I errnitted with lar a lova/ from the En ineer. ?�y,;, 1 ,<;, 2. Minimum mix requirements: Concrete Power-Fast Adhesive Anchor ER-4514 F. LIGHT METAL BEARING STUD WALLS _- by Powers Fasteners, Inc, 1. All products are to be manufactured by the current members of the Steel LOCAIION MIN. COMP, SLUMP MIN. CEM. AUMIX'1URES - Stud Manufacturers Association (SSMA). Instullution shall be In accordance ` STIRENGIH (o) CONTENT Masonry Hilti HY-150 Adhesive LR-5193with the current ICB0 report (ER-4934P). (psi) (Inches) (pounds) Anchor by Hllti, Inc, 2. Steel stud framing shall be installed in accordance with ASiM C754. --- 3. Metal stud wall tracks are to be attached to concrete floors with minimurn Footings 3,000 0-5 470 Noire 0,145 ;rich Dia. X 1 inch penetration powder-driven fasteners spaced at 24 r"'� DRILLED EXPAN51ON ANCHORS: Inches on center. ��••11 r� Interior 3,500 2-4 517 (b),(d) --- - 4. Unless otherwise noted in Drawings, metal studs are to be 6005137-43 Z QJ Slab on Grade Bose Product 1.C.B.0. No. sections with minimum section propertles (gross) as follows: Ix = 2,042 -- Material Inches A4, Sx - 0.681 Inches �3 and A - 0.413 Inches "2. Studs to bear on !i Exterior 3,000 2--4 517 (b),(c),(d) - full width of top and bottom track, f 0 Slab on Grade Concrete Red Hood Trubolt Wedge ER--1372 5. Stud spacing to be 16 inches on enter or as Indicated on Drawings. V Anchor by ITW Rarnset/Red flood 6. Wall coverings to be attached per UBC Table 25-0 or Table 25-1-1. Wl yWalls 3,500 2•-4 517 (b) -- - 7. #8 Gauge screws to be used to connect metal framing except us noted on the i-Z (' Cunciete Simpson Wedge-ATI Anchor by ER-3631 Drawings. Welding is acceptable where indleuted in the Drawings. All 0 Miscellaneous 3,000 0-5 517 (b) Simpson Strong-Ile Company, Inc. welds of galvanized steel shall be touched up with a zinc-rich paint. O LLJ -- 8. Galvunlzed coating to be G60 minimurn. L a. Slump exceeding specified limits shall hot be incorporated in tho Concrete Hilti Kwik-Bull II Anchor ER-4627 r� project except by written approval from Engineer. by Fiilll, Ina DIVISION a - .WOOQ W b, WRA - water reducing agent, •--- ------• -- •-.--• A. ROUGH CARPENTRY C. AE = air entrainrrrent Masonry Hllti Kwik-Bolt II Anchor ER-4627 1, Lumbar species and grades to be as follows unless otherwise shown t1' f•.-„ d. Up to 1 1/2 percent calcium chloride allowed during cold weather. by Hiltl, Inc, on Drawings: (per Uniform Building Code) `�• . C. Pozzotec 20 required for concrete placed below 40 degrees forhenheil, u. Joists, beams and stringers Douglas fir #2 � ..4- :3. Use 'Type I Cement, per ASTM C-150 unless otherwise approved. 6 Inch nominal and greater Douglas fir #1 ::) 4, Aggregate ASTM C33. Size to be 1 1/2 inch minus for slabs on grade and Other anchors are acceptable only with prior written approval of Engineer. b. (Tucks, Bl-icking, Bridging arid Misc. Douglas fir or Hem fir #3 [-, . ...,,4 tilt wall panels. All other concrete may use 3/4 inch maxinwrn size aggregate, Install all anchors per manufacturers instructions. Provide minimum e. Stripping Douglas fir #3 � 1 Do not use 3/4 inch minus aggregate in slabs on grade or tilt wall panels, embedment and spacing unless rioted otherwise on Drawings. Special d. 2 x 4 studs Douglas fir studs V 0 5. Submit a combined gradctlon analysis for all slab on grade and tilt wall Inspection of anchor installation is required unless specifically rioted e. 2 x 6 studs Douglas fir #2 ::) W rnix designs. 1 1/2 Inch aggregate shall constitute a minimurn of 5 percent otherwise on Drawings. f. Sills, Ledgers, Plates, Stripping, Pressure treated Hern fir #2 1 (1 in the gradation (i.e. 5 percent retained on the 1 1/2 inch sieve). 7. Light gauge steel 16 gouge and heavier shall be formed from steel of A:)TM etc. In contact with concrete � rr�rr'•r U. Maxirriurn water ullowed in slab on grade and tilt wall mix designs is 250 A653 Grade D with F'y-50 ksi. I_lyht yauyo steel 18 gauge arid lighter shall and wood curbs F-,. W pounds per cubic yord unless otherwise approved by Engineer. See specification be formed from ASTM A653 Grade A with Fy=33 ksl. Detail and fabricate g. Posts, columns (sawn) Douglas fir #1 W uectiorl 03300-Poured in Place Concrete for watet/cement ratio, light gauge steel per AISI Standards. h. Roof, floor and wall sheathing to be APA rated sheathing, Exposure 1, 7, Water Reducing Agent (WRA) shall be Polyheed R-1 or Duracern 55 ai 6 oz. Per C. WL.LDING conforming to APA Performance Standard PS 1-95 and except NER-108. 100 pounds cement. Comply with ASTM C-494. 1, All welds to be rnude by certified welders to AWS standards with E70XX See Drawings for required thickness of sheathing and/or spun rating, 8. Air entrainrrrent (AE) shall comply with AS1M C•--2.60 and shall be used only electrodes. Contractor shall pay special attention to the means arid Install roof sheathing with lorry dimension perpendicular to supports .-_._ where specified and/or approved by Engineer, methods of construction they anticipate employing on the Project, 5orne unless otherwise noted. Use spacer to provide 1/8 inch end urrd edge F:E:'v'I5I0N5 9. Accelerators: Pozzotttc 20 non-chloride for components exposed to weather welds shown as shop welds may need to be field welds to old erection. ointn (1/4 inch for jumbo parcels) whenever sheathing is exposed to wet ._­'.. __ _w:_-_ _.:=.:_=_1._Z1_ in the completed structure (walls, exterior paving, etc,), calclurn chloride U. SFLTI_ JOIST weather, Fill any joint spacing over 3/8 inch unless otherwise approved in the Interior slabs on (rade. Quantity (dosage) to be determined by 1. Steel joists sholl be designed, fabricated arid erected per SJI Standard by Engineer, install 2.X4 or thicker blocking at unsupported joints in wall _.__.__._..___._.......-.-.__. Contractor and approval obtained from Engineer before use of accelerators. Specification. sheathing. Block roof or floor sheathing where noted on Drawings. 10. Place and cure all concrete (ler ACI codes and stortdurds, 2. Cumber all joists with standard cambers In accordance with the ubuve i, Gypsurn sheathing to be 1/2 inch thick asphalted gypsum board, ---------- 11. __ _-_.....____.._ -11. Provide control joints in all interior slabs on grade ut 25'-0" on center standard spec(ficulion unless noted otherwise on Drowingct, j. Glulurn bearns: F'b -- 2400 psi, E = 1,800,000 psi per AIDC 117 specification. each way maximum mnless otherwise shown on plans. Provide heavy (3/4 Inch) J. Provide bridging In accordance with the above speclficat(ons. Do riot use Simple spans combination 24F--V4 - _-_- ---------•.___---____. tooled joiris at 5'-O" on center In all exterior walks unless otherwise noted:, slotted holes In bolted connections unless upproved by Engineer. Cantilever spans combination 24F-V8 12. Sleeves, pipes or conduits of aluminum shall not be embedded in structurul 4. Provide shop drawings crnd calculations that indicate joist sizes, loading, Submit shop drawings. """"'-'-"'-'-" "- concrete unless effectively cooled. member sizes, panel point lo,;ut.lons, cambers, bridging and any other k. Parallarn (PSI_) beams: All PSL shall be manufactured by Trus Joist B. RUNFORCING information that may be pertinent to the job. Shop dlruwings shall be MacMillan. Fb = 2900 psi, E = 2,000,000 psi, Fv - '290 psi. "--- -"- `- ` 1. All reinforcing to be ASIM A015 Grade 60 unless otherwise rioted. stumped by an engineer registered in the 5tato of Oregon, 1. 11nrborstrand (I-SL.) studs: All LSL shall be manufactured by Truss Joist I .._.._-_._.-_-_. __.. 2. Use only A706 welduble rrbur if rebor is to be welded. use only low 5. Provide inspection report prepared by the product engineer certifying thut MacMillan. Fb = 2250 psi, E _ 1,500,000 psi, Fv - 400 psi, hydrogen eleclrodos. All welding to be In compliance with AWS D1.4, the joists have been fabricated according to the design assumptions and in. Microllarn (LVL) bearns: All LVL shall be manufactured by Trus Joist ._--------------- 3. .-,-._.._..._ ,_._--_. 3. I abricote and Install reinforcingsteel according to the Manual of Stondurd requirements. Report is to cccort► an the joists on deliver to the MacMlllun. Fb = 2600 si, E 1,800,000 psl, Fv - 285 psi. ,J 1 N P Y j Y P� E I t: Practice for Detailing Reinforced Concrete Structures-ACI Standord 315. project, 2. Provide fire blocking as required and blocking for oil specified wall mounted __..._. .. . cv 4. Provide 2'-U" x 2' 0" corner bars to match horizontal reinforcing in 6. Joist erector shall exercise extreme cure during erection of joists to Iterns including cabinets, door stops, etc. SET PATE 3�5/03 If) poured-in�--pace walls at all corners arid intersections, prevent the joists from buckling laterally. Use sproadet bars for lifting 3, Connectors: --- _. . --1 r- 5. Splices in wall reinforcing shall be loppsd 40 diarnelers (2 --U rninirnurn) joists rand provide Iutrrul bracing as necessary. Rernove any dornaged joists U. lie straps, froming anchors, hangers, stirrups, column caps, column K=11_E 2.1294500.dwe 1 arid shall be slogyersd ut least 4 feet at alternate bars. from the job site. Do not utterrrpt to reinforce clurrrayed joists buses, etc., to be Simpson as detailed, or us upproved. Prime toad 6. All openings smaller than 3O inches x ;i0 inches that disrupt reinforcing L.. S'IF T:1. ROOFDI:CK miscellaneous steel. Fully moil according to manufacturer's schedule J05 1c�12S4 shall have an urnount of reinforcing equal to the arnounl disrupted placed 1. Sider/ roof deck to be Verco or prior approved equal, Deck properties and using largest size shown. All beams and joists riot bearing on another 5. Notify Engineer for observation of roof sheathing nulling. Obtain Lnyineer s I.U both sid(m of opening, cupacilies shall be verified by a curront ICHO report. rnember to connect with U type hanger unless otherwise noted, uppiovul pr!or to starting roof instullat!on. DUJN Kt� J 04K JEK/Khvi N 7. Provide the followingfeirlforcinc around wall openings lar er than 30 inch 2. Layup p ,o be three iipan rninirrrurn unless otherwise noted on Drawings. b. All riafls specified in the D:awin s to be common nails unless otherwise 6, Cutting and notching of joints riot allowed. 1 inch diameter hole may be Jy Y ( E y P 9 q y j y x 30 inch, 3. Depth, quge and ottochrr►ent to be as shown on Drawings. rioted. All nailing shall cornply switch U130 Table 23-11-B-1, nailing drilled In the center 1/3 of the mernbar depth, All other holes to be a. 1 #5 over opening x opening width plus 2' 0" each side. 4. Deck arrd all accessories Shull conform to ASIM A653--55 Designation, schedule, Obtain Engineers appro�il of all proprietary nalliny systerns, 7. Studs may be notched Ir; the lower 1/5 of the height of the stud for Mckenzie Sir 9635.9905 i c 1' 2 � b. 2 #`i under opening x opening width plus 2 0' such side. Grade 3,3, C. Nails at roof and wall diaphragms to be driven so that their head or electric and plumbing pipes, but no part of the notch (s to be deeper BUP20U3-00214/00 3 I. C. '2 #5 each side of opening x full story height, 5, Deck arid all accessories shall be galvanized in accordunce with ASIM A9'24, crown is flush with the surface of the sheathing, Checkand res�ok if than 't..5 percent of the width of the stud. Holes of diameters up to 39 r,f 58 1 d. Provide 90 degree hook fur burs ut openings if required extension past Class (;60, needed, immediately before roofing, 1/3 of width of stud may be drilled in the stud. r' openlny cannot be obtained, 6. lho metal deck supplier sthall provldo closure plates and all miscellaneous 4. Delivery and storage: approved by Enyineer• VLMK Irl 0I 0A ILS, o i 8. Provide (2) #4 continuous bars at top and bottom and ut discontinuous ends light yage metal necessary to c:urnplete the work, a. All lumber and sheathing delivered to the site, shall be piled oft the tt/11/2001 15:34,44 ,IW; X of all walls, 7. All welding to be in conforinunce with AWS--01,3. (round and properly protected against wouther. �;)AVY,4453 1(4/2.00'2 14:2.6.41 ARM C t� N S U L T I N G d 71?q,11 10 l ,tw(r .5 4/ 003 10-17.r;H rurtriekrrr VS0,0 I) L; 8. Deck Is to bear a rrrinirmurn of '2 Inches at all supporting rnernbers, E N Co I N E E. ft S n1.�4n,uG:1 y 9 vluikG4vlmk.i�mi CONSTRUCTION SET 5 1''4 :1933 !W Kell Avenue ' Portland - Oregon 97201-43931VVVVW.V1111k.L0111ctg. I OF 1 SNI=E'i.�X .____ __.____ ____ _ _.___...__._______ __.-____-- _-�_____^ ._ ____--_-_._----_ ---_._____-..-____------ _---_---___-_--_.- -._---.--_-___._..-.._---.-_-__...---_ .-..T__-____ _____ ._..-_-_ ___-___�_ _ _ __ ____-__._....__------_-..-.--.-.-_--_.-.____-_ - -_.___--._---_ -____-.-___.-.._--.--_.-..-..---.---...-- _ __. _... _ -._ -_� ___.- . NOTICE: IF THE PRINT OR TYPE ON ANY ITf.r.I I i 11111111 r__ 111111111 I! � 11111111111111 I I 1111IiIIIIII{III 1111111 111111 111.1111111I1I11f 11111.1111111I 1 11111I1111111I1 1I1Ii111111I1 I I I I I 111111 III ! 111I1I1111111 I I I I I II I IiII I i M"JI-1- 11 ,)`) , 0004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I __- -i - ___ J I- ------�-1 __...._. 14I. - --�I- -- --- 61_ __W__ - --J.I - _ __-__g� ---.-I-. _..._ U1 11�l ----- 12 - ----- IT IS DUE TO THE QUALITY OF THE No 3e jD .w - -- -1 �_1_1_1___t - - - -- -- -- --Lall-tit -- --_ -_ORIGINAL_ DOCUMENT o�E6iZII II G4iZ ibi$ £1Z ZiZT( 1UjZof i81( ILTT , I1 91t iy t Sit -Z�t �t I U�i 8 9 G 9 9 ; s L t I,►w1111111II 1II1 I' Ili1111111111111111111111111111111111 �111I11111111II11111111II111111111II11111111I111111111I11i111111I111111111111111j1111111i1111111111111111111111111111111111 I11I11ll1111111111111111111111111► u 1��11 a 111 11u11111 X1111 FOUNDATION NOTES. 1.) LOCAIE POUR STRIPS -U MAX. FROM INSIDE FACE OF WALLS, 2.) SFE ARCH. ELEVAIIONS FOR Ali_ FUTURE OPENINGS. REFERENCE PANEL i LLLVA110NS FOR REQUIRED REINFORCING. 3.) SLOPE: SLAB '10 DRAIN. COOROINAIF- WITH ARCIIIIECTURAL DRAWINGS FOR EXACT LOCATION 0f= DRAIN AND SLOPE. 4.� V_RIFY ALL D'MI--NSIONS WI1H ARCHITECIURAL DRAWINGS. - `-� - •� ' 5.) LL DLIAILS _-15.. & (C- {14 FOR CONCRETE STAIR AND RETAINING WALL 1.0 A Al SOU I I I SIDE OF- GYMNASIUM. SEE SITE PLAN EXACT FOR LOCA FION. w LEGEND: 2 .4 - ------- DLNOIES FOOTING - SEE FOOTING SYMBOL AND SCHEDULE S S DENOILS FOOTING SILP. SLL DLIAII :lL 132'-0" --__ F- S 94'-6" - --- _ 37'-6" _ - < U CG DENOTES FOOTING/COLUMN TYPE, SEE SCHEDULE ON THIS P. J. DLNOILS PANLI JOINT. SEE SHEET 53.01 FOR MORE INFO. ---- - w SHLLT FOR MORL INP ORMA IION, 5''-'0" 1U'-0" _ 10'-U" 1U'-0" _ 15'--0" _ 15'--0" 1U'-0" 10'-0" U-) g C. J. DENOTES SLAB CONTROL JOINT. SLE DLTAIL ;," b b 5 TYP, rI��N,_ DENOTES DEPTH Uf' TOP OF FOOTING BLL.OW FINISH FLU011 01-16 1'_6"_ 10' x w T.0. Q, i. DENOPLS OPPOSBE HAND OF CONDITION UI2 DLTAIL \1�ti 1,0.1 ty /,) O1 /�l DLNOIES PANEL TYPE. SEE SHEET S3.01 FOR PANEL REINFORCING, I �� '• U `I �.\ v �, TYP. TYP. 51M. TYP. TYP. ----r __ . _ . _ - - -- - -._ __._.. .- - -- . - - - - - - - - - - I1.. -- -- OA � � Sim i DLNOILS CONCRETE KILT UP PANEL ro [X J C-LENCiES PANEL NUMBER (FOR RLFLRENCE ONLY) rO - --- -- , 1.0' 1.0' 1,0 1,0' _ 6„ 1.07 ` 1.0 f DENO1FS M1-1'AL STUD SHEAR WAI.I . SEE SCHEDULE ._ .. --�- T.O.Ftg ; , rg1�1 Q' c ON THIS SHEET FOR MORE INFUIZMAiION, o i "r ; ,ti�� cX� -------- DENOTES SIiFAR WALL TYPE. SEL �CFIEUULE ON 'THIS SHIEr - �:/ _ _ O O O O O v _. __ O -`� I I -SEE NOTE: 3 `� FUI� MORE TNI UI2MATION, '�_ i l __- --------J -E __--- 1--- -J =-- -_-- --- 1- -L-•--=___:_ =�-- _1=- =====J mll l -----r l-====___= J1 I I 1 ' a T DENOTES SIZL OF IS COLUMN I -------•- ------- - ------ ------ --- -- ------ --- -L _F L_ J II II 1 i O QY 3 - - 010 r LC. J. L _J C. J. I r JL__ 1- ---� ti- ! I 0'17-,17/ . DLNOIES SIEI IN SLAB. :1! DLTAIL TYI'. i i C. J. L C, J. CJ• C{ J• i �Jl -' I 1 U ^� / DFNOTFS LOCATION OF HOLI)OWN. SEF SCHEDULE r -�I ON THIS SHEET FOR MORE INFORMAIION. 6-� I Z II I I O , I II 'TYP. I i j i TYP. `N U) I p' 5" CONE, SLAB WITH H4 AT 32" O.C., EA, COLUMN AND FOOTING SCHEDULE O ; ; WAY OVLR 6" COMPACTED t,RUSHED RUCK. ri ' ' I TYPE COLUMN FOOTING REINFORCING NO I LS _-1 -6' I (T.o. LAB a 117Q.3o ) 1•.U.Fty ` - I --------- II I (1) METAL STUD WALL 1 -6 x CONT. x 12 DEEP 1 4 CUNT. BOTTOM T I r � I 200-3" 18'--2" 18' 2" 18'-2" I 20 j 3" 3" (' ) N r� I I I 1 CONCRETE TILT PANEL 2'-0" x CONT, x 12" DEEP (2) #5 CONT. TOP AND BOTTOM ' I ' 1 I L_ j� I j {i'-U" -6 I I I ' _ .. � , i J T'r'P. SIM S FS4 x 4 x 1/4 3'-0" x 3'-U" x 12" DEEP (4) #4 EACH WAY BOTTOM TS6 x 4 x 1/4 AT SIM. - ��: - L_ „ , _ 2'-60# 1 13 -U N_ SIM. 1 ' , 5 TYP. HIGH 5 - _.2'.._Q" ,. ' I 0 c:) (4) 155 x 5 x 1/4 4'-0" x 4'-0" x '12" DELP 5 4 EACH WAY BOTTOM TILT PANFL AT SIM. ' I - 1.0 _1 -_V ! __ i 0 1 I / O N R I 1 U "1.0' 1 U O 1-Q' Q11 0 _ 1 o T.o.FEy _ * c,0 T.U.Fty SIM. , i'� o1.U' C J. �,� r, 1.0 SIM. 51,0' II I \SIM. I 5) fS5 x 5 x 5/16 5'-6" x 5'--6" x 16" DEEP (6) #5 EACH WAY BOTTOM SEE DFIAIL 5/S1,02 S ' I'-5 SIM. U 1'U LOyy -� C• J. O C4) 0D u� 4 I r - r-- - -i - ' --- ' U SIM.r-- 'r I I I I I 1 I I I `T r _-1 Q - - ULSIGN SOIL PRESSURE: 2,500 NSF --------------- - I L_----- -- - -- -.J I---- - - - __ - --- -- - -I ___ --_ ------- - -.-,--_ _..__._.� T �-_... R4' ...F---- _ - - ----- .-_. .------ ---- --- - �. L rJ--- --- ------- - -, r--- --- -------� r---------------, r-- ------- - -� ---- -------- -- vl 4x4'-(Y' BAR - �.. 1 SLL SOILS INVESTIGATION BY: P.S.I. DATFD OCTOBER, 2002 ' � ' r \ L_ J SIMI r I0� I � � I ' C. J. C. J. ' C. J. ' C. J.I �� C. J. ' ' 1 ,U � r, � �V ry r- --- -� �- ----� �. --- �l �__-- -I //, � _� 1 I A'f RF�-ENTRANT I 4 I 2,_U,� - - - I CORNER 1.0' 1 r- ....�.d STEEL STUD SHEAR WALL SCHEDULE IJ. T.O+Fty C; ; :o,F_y ►� 0 I I , I a o I COL.r r 1 U TYPE. SI IEATHING FASTENERS SILL PLATE ANCHORAGE 1 I 1 2.OGA. SURE-BOAREM ONE SIDE #8 SCREWS AT 6" O.C. AT ALL EDGES 1/2" DIA. x 4" CAST IN J--BOLTS I ' ' I ' I i i O W OI //'I • ' I 11 `� I I I i, „ I .I � -7) I AT 4f1 O.C.C• I I T a=� rl x'1.0` I I U , .. ' w I CJ I3 1/2"�DIA/.� x 4 CAST IN J-BOLTS O 1;1/32" APA RATED SHEAIIIING ONE SIDE #8 SCREWS AT 4" O.C. AT ALL EDGES A I 32" O.C. I TYP. i _I 6 ; v U N r „ I I a I ' -SEE NUI L: 3 I ' POUR JOIN(' 1 I I �•� 20GA. SUaL-BUARU'M ONE SIDE #8 SC(�LW5 AT 6" O.C. AT ALL LOGES 1/2" DIA. x 4" CAST IN J-BULTS ' ; __G p I - - - T I , „ 1,0 I _i E I TYP. v / AT 32 U.C. I I •fHICKENED SLAB SECTION -2 -0 L!�'V;�. -- -- ' ; AT VOLLEYBALL NET SUPPOR T.O.Fty LN I - `"- • 1/2" DIA. x 4° CAST IN J-DOLTS n �. i II POST (SEE ARCH.) I i v I I I 8 SCREWS AT 2 O.C. AT ALL EDGES I , II O 15/32 AIIA RATCU SHEATHING JG ONE SIDE AT 24 Q.C. ' V to U AI CONTRACTORS OPTION, A307 'IBREADED '.PDXY ANCHORS OF SAME DIAMETER, SPACING ' I ' S (! IJ AND EMBEDMENT MAY BE USED FOR SILL Pl_Q'; ANCHORAGE. _..__ .- _._ _ __.. __.'._,_ _. _.___ ._ �______. _.__.,1 r e U I� ------ ---- -- --------- ------------------- ---------- ---- -- SHEAR -------- -- ------- ---- SH EAR WALL NOTES: 1- - I ' , � O O � 2 7YP. 1'-6" 1, SHEATHING TO BE INSTALLED HORIZONTAI. OF ',LRTICAL FROM FLOOR TO ROOF. NO PANFLS LESS THAN 24 v ; I i _ V--- INCHES WIDE SHALL BE USED. ALl_ PANEI. EDGES SHALL BE FULLY BLOCKED. WHERE H017.ONTAL STRAP T O.FtO ' i -; Q T,U.FI , . I , ' 1.0' 1.0' y „ BLOCKING IS USED, IT SHALL BE A MINIMUM 1 1/2 WIDr_ AND OF THE SAME MATERIAL THICKNESS A.� THE 3 S1El:L S1UU REQUIREMENTS. 3 -9 1/2 I I c� o N) � ; v iI I Q r+, o TYP. VERIFY W AfiCH. 2,) SLJRE--BOARD"' (ICI3O ER-5762) 'Tn BE USED AT ALL EXTi RIUR STUD BEARING WALLS UNI-ESS O'1IIFRWISE I 1 � ' ' I ' I ' S" CONE. SLAB WITH #4 AT 32." O.C., FA. ; ; �' �•. NOTED, SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR BONDED GYP. BOARD REQUIREMENIS. `r I i WAY OVER 6" COMPACTED CRUSHED RUCK. I ' (T.O. SLAB RECESSED FOR GYMNASIUM 3,) APPLY ADDITIONAL GYP. BOARD LA','ERS AS SPECIFIED PER ARCHITECTURAL DRAWINGS FOR FIRE AND SOUND O "'111 2 ' i FLOOR SYSTEM. VERIFY EXACT DEPTH ASSEMBLY REQUIRLMEN-TS OVER All RATED SHEATHING. I , I U !i I WITH FLOUR MANUFACTURER) 4,) AI_L. EXILRIOR WALLS ARE: 10 BE 1YPEO SHEAR WALL_ UNLESS OTHERWISE NOTED. INTF�RIOR WALLS ' ' i 1 WIIHOU T A SCHEDULED SHEAR ASSEMBLY TO BE SHEATHED PER ARCHITECIURAL DRAWINGS. MINIMUM BASE I I -i PLATE ANCHORAGE REQUIREMENTS TO BL- AS SPECIFIED PER -TYPE 1 SHEAR WALL. SCREWS TO BE MINIMUM 8 x 1 1 2" FLAT HEAD SCREWS WITH MINIMUM I11:AD DIAMETER OF 0.292" SCREW SPACING 10 BE 12" O.C. TYPICAL AT ALL INTERMEDIATE MEMBERS UN1,1_SS OIIILRWISE NOTED. 6,) STEEL `MUD SHEAR WALLS 10 BE FRAMED WITH 600S162-43 TYPE STUDS AT 16" Q.C. TYPICAL UNLESS - 011-IERWISE NOILD. STELL TRACKS T(` 6L MINIMUM TYPE 6oUT150-43 TYPICAL UNLESS OTHERWISE NOTED. �) I TYP. ;-- -+-- , ; T.0.1=ty #f3 SCRE'WS AT 6 U.C. '0 ' S TAGGERLD ; ; ' I U _____----DOUBLE SIUD �, i a SIMf'SON HOEDOWN SCHEDULE " .--- /-#'.° scr�P=ws ; � '� ��-TIIICKF:NEU SLAB SECTION PLR SCIILDULL I i AT VOLLEYBALL NET SUPPORT 5 i , POST (SEL ARCFI,) PUU 2 JOINT ; i c) "' A.D. S17_E & NO. OF #10 "^ �� "' ' ' ' M01)EL SIMPSON HOLDOWN 1 �� ; I ; ; il) -- --------- --- -- 1_M(3FDMFNT SCRI-WS PEIl SCHEDULE In 'r- ' 1 C. J. C. J. C. J. C. J. C. J. C. J. C. J. ' 1 3 d REVISIONS 5/H" UTA.x6' F_ME3F:D E -ANC11U(1 DOLT PE:Il i i i �, i � i- ^1.0• S/HT 114 A307 11 IRLADE.D ROU 14 SCHEDULE , I WIIB EPDXY ' I 3 4/11/03 _.________ --------- --- ________________.___ _____________._____ ____ _____________________.___ ��. _--_----CONT, SIELL TRACK - 1 ' o -.- .._ . - I ------- -.. I / U P. �U.H, A A r.o,Fty A 1.0' CON IROL JOINT PER `�1.1U' 1U t 9 L 8� L 7 TYP. r 6 ' C, SLAB PL:(2 PLAN - 1> � „ -VERIFY W/ ARCIL 20'-0" 20'-o 1:i'-0" 20 0" 20' / CONE. SLAI1 95'-0" PLAN ---- -- ___ --.- - _ _-_-_ ---- ------ ----- --- -' -..- -- -.__- - SL _)ATF 3/5/Ia3 -- c, 10 4,' o f=TI--C. 212`��f`-�Cal.dutc� �,, �''• �, t T._.. a J JOB 2012`I�1• o Q °'cam-1 »< c�a c� C�WN KRS I C HK XK/fK (14 1 FOUNDATION PLAN NI ,1 ,0 VEMK n.or DAIF:S: rn 1'-8" MIN. COM('ACILD c� 1/8' = 1 -U u I - - BACKFILL x Mckenzie Str 9835. 9905 9/•3 200? lU.15.10 IW`., GYM SLAB STEP �1 /200 10: 15.10 I?',, SG2-SC.CTW 1 = 1 -Q BUP2003-00214/00132 yi au ui 58 9/13/>00?_ 10:44.3 IUt:. c) I n y 10/4/2002 14,45.40 ARM ll/1E /2002 7; :16.46 KI?'; c� XUC O N S U I_ T I N G ''''';> 1211G�>OU2 13:47.32 AhM u o) Aml ENGINFFIt� vl"'k`�� CONSTRUCTION SET 1933 SW Kelly Avenue • Portland Ureyon 977.01 4393 S1 .01 vvww.vhr r <� a,I2 Or 1 � I- - ., NOTICE: IF THE PRINT OR TYPE ON ANY rll I I T I I I I III III III III I I III III III I I III III III III I I ! III III I I III I I I' I I I III III III III I I Ill IIT III III III III VIII I III I I I I I I III III III I I I I I I I III III I I I I I I (1) W4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I I �I I I I I I I I I I I I I I I I I I _ _l -_ -_--_4 5L _ - _- �� �l _.___.►.- _�l �_-1Q 11 ITIS DUE TO THE QUALITY OF THE No-36 jjl:f,7 t..:. ' ORIGINAL DOCUMENT Vr �ZgLG�� 9zibZ Z izUe[ 8 � itEt7t .11[flit s I rt, 11 III 1111111 II ►III I IIII►I►II�llll�llll .l r'.14�,S1tIHlr;�, �I 1 1/2 1.-1/2---- - -- G 711PRE CAST CUNCRL-IC: 111 I liP WALLCONCREll" 5ILIvIWAL.I_ s .I 114 DOWELS x U-4"I- _ _ — _..��__ '/.�--- 11LT PANEL BEYOND (il���.) � '- ----- - � • � f VN Al 4 -U U,C, !SENT OVER WALT_ BAR � —BEARING PLATE - 3/4" Tliil,K IJ.O.ir 1 _ " � ,unAI i yn � 1 ! 'I OR 1151 112" DIA. II IREAOLD ROD x 2'-O" I�41E� A r PI.AN Willi ll l (4) 3 4' DIA. DR11 LED v — S/ , -- - �' Y-�(J�j -- _- 4" NASI I l A IF I IN LUUI' INSERT OR FLUSH SHELL SEE ARCH. I-OR IHRESHOI D ANCHOR [JOLTS 5 1�" MIN. EMBEDMEN I • F�Zn]l • REQUIREMENTS A r OPENINGS _ _ - _ . _._T _ ° X (112" / I l)LM Q 1/4 � _ /Ir - -- - - - - X '� 1/l MIIJ. CMBLD. 1 �- CONC HLIE PAVING t_ , ,.- - r UlJfl JOINT, �IMILAIi 'I'0 CUI.0 ._ . — �- 'I I V.S. COLUMN - SEL PLAID ANCFIUI2 UOL 1� CONICOIL JOINT FXCFPT' RON SLAB OR SIDEWALK PER � ) I tv � 3/4" MAX SLOPE IOP AND BOTTOM I VERIFY 1�/ AI"ZCEf, L� U / / / 1/16" II �� I � I IZEINFOIZCING THRUUGI-1 JOINT- ARCH. • iV NOTE: IF WUUU FORM IS USED FOR I I I C14 f � .A CONE, SLAB PER PLAN - COLD KEYED CON1R01_ — M I CUNC. SLAB ( LR PLAN N KL KEY, KELP WOOD WI-_T BEFORE ! I 1 _- - col D K1 r(.0 CUr>1 IIZUI_ , `� I 'III' I 1 JOIST AT F3LUCKUU r PER (t, IS PERPLAN JOTS I AlBLOCKUU I PI:I2 CONGI�FIE POUR IU PREVENT <'-�- Ii I _ _ `� j �� SWLLLIN(� a l i i I I �+�....• { - Cod 1 1 ', !;/, ,[� ___ __ -- I/C3' RADIUS TOOLED EDGE a i;) I ° 1 ( ° _j I I 11" - - - 11 NON `_''1111NK GflOIJ l a F-� } r V I t 1""-I• NUN-SHRINK— I I BLOCK 011'f ,.. �� U `I AB FOR COLEIMN, FILL AFILR COLUMN IS PLACED � KEY \- � LOCATE KEY AT MID _• f-;Q `j\ o �� c� r• � _� I I I I '�i _ • � z GROUT I I � ,� r SLAB ULI III ca"-) \ \ I h i ,1 r�r �' F i3 I � � � I � I �. � � . � � . � � ct,NCltl•.lE �LAU �) <� _ . ry •/ I !' ' I' -�---t•��r- = COMPACTED RACKF11_I_ I I I II ' � oq o� I ) �--CUNC. Si A13 1 % Pl-R PLAN e_,, a �)"� I Al EACH SIDE OF WALT_. /) )SEND PANEL REINFORCING INTO 4' z I , 1 PERPLAN i 4 i "\ ► of -- -- - . ° v ► u, .- ,.i`j ��/�\\ ( I I II (i Gkc,n.. G USE CRUSHIED RUCK INSIDE. PRF: CAST CONC. -- ► I i I l; /' SLAB 18" OVER #4 _ r r'I I t t t 11L1_U' ( �fW F I I CONCREIE V u ____ -- SI PANI ,.S AT H -U 0.C„ MAX. f WALL I t, 1 PAN �w — OMPACII-U 'AND OR h 1 • c_� ' ' ? � EL. REINFORCING f C' ILH:iIER �••� " 14'.. (MINIMUM IFIRFF: SHIMS PER PANEL) ( Il"� , -� 1;.� GRAVC_�_ BACK! ILC.. UO tr iSff PANEL ELEVATIONS , ,) �). / o tJ rx AND GRUII l' WITHIN 24 HOURS F +; — `'0 Q.' ri 1 pct �+ �ryV' r .4. r? <, NO FILL WII -1 CONCRETE. #5 DOWEL 13EN r - n t� U - •; a • SETTING PANEL, 5L'L DETAIL 9 , 1,) ALL CUNSTFtUCIIUN JUIN 15 TO UL COLD CUN1130L JOINTS ,� ;.� �j.�' �; • / ► , IIJIU FOOTING TYP, a.'t3 a.13 " -*----SEI:' SCHEDULE FOR \//\�/\� �^ " e " •►--GROUND FORMED A 1' E ACI I CORNER d� '; 2.) SEL PL ANS AND SPECIFICATIONS F01� TYPE AND �—� --- —SEE: S(:HLI)lJl_L FOR FOOTING :SIZE ANU \/\/\ : ; u,;; P ; FOOTING LOCATION OF JOINT. • ' ted 1700TING SI/I: AND " REINFORCING %\ „ � �-- - COMPACTED BACK! IL[_ rr e , :' , t� REINFUIiCING • V \//\//\ a;' �;'. �;'. �;'.,� 3 11F-:S AT 3 '),C. -- - t COLD—KEYED CONTEjQL JOINT \ : P.0 FIRST Twc) AT SEF SCHFOU • h 'r' 1O 0-fl, \/ t FOIL FOOTING SIZI_- SEL %\j AND REINFORCING ; n 'ice • a;' I`OR // . _ v C� 1/E1" RADIUS TUOLLU LDG1._ 3/4" X 1'-0" S�MOOIH GRFASLU �'';//•i i� \ °,'. D \\ • • • • \,\ / \ ;/\ \/ AUU'L. INFORMA"CION \�� � U'--3" CLEAR v ' U DOWEL Al 2 -U ON CLNlkll, � \ \\ \ /,// / ' FOOIING SIZE AND ' C EN I Ii R IN SLAB, //\\��\\�\ %�//�//\\ • ! • • • ,�G, 0J `- RLINF, PLR S(,HLDULL r, Z v) a 1 FOUNDATION DETAIL FOUNDATION DETAIL FOUNDATION DETAIL FOUNDATION DETAIL. DOWfLLD JOINT INSII�UC110NS' SG2-0?.,Jwc 1" "= 1 -U" (> " �'._ '• , � 77, FOUNDATION 1 �, �1 • J �O2 SG2-03.dwg 1 U c .SG2- U4,dwg 1 m 1 -U c- SIOI--5.dw 1 1 -U1.) GIiINL ENDS OF .,HEAIiE:U UUWEL TU REMOVE UEFORMIlIE:S, � ,�� y 2.) CARLFIILI.Y RLALIGN BARS AFTER IROWLLING SLAB j TO INSURE BAR IS PFRPFNDICULAR TO JUIfJ•r '- 11L1 PANEL IIUI?IZ91` ALLY ANU YLRjjQL6L L_y 3.) GREASE ONE END OF DAR SHF:ATI ZING PER —� METAL STUDS SHEARWALL SCHED• PER PLAN `, �•� ''� 0 4.) ALL CONSTRUC:IION JOINTS ',0 FIE COLD CONTROL JOINTS C (y 5.) SEE- PLANS AND SI'LCIFICATIONS FOR IYPL AND ---- ` EDGE GRP W ___—TS COL.. PLR PLAN - --- -_______._�._ __._.. ____-_ ._.. _____ ___ -__ _ ►. � 0 LOCA'IION OF JOIN L ��S>!�,_ \/ r/' cv SIiLARWALL 0.145 POWDER AC IDA(EU STUUWALL NOT AT SIM. — MI TAE. STUD WALL ' SCFIEDULE FASTENERS AT 6" O.C., DOWELED CONTROL JOINT PER SHEARWALL SCEDULC _ 4 p-- STAGGLRLD TYP. EA. SIDE �/) [SACKER ROD, PLACE: IMMLDIAILLY � Pit[: CAST' CONCRLIL- I1LT-UP WALL _ SCREW AFTER SAW CU1 (SAME DAY) CONC. SLAB PLR PLAN - I , I EDGE .,(,RE W REQUIREMENT SAWN JOINT, 1/5 SLAB DLP111. y I i I _ (") PER SHEARWALL SCEDULE PUS I' LMBC_UIJLU 1)y 51UD WALL �"'� SAWING TO OCCUR AS EARLY I I ! CUNC. SLAB I�LIl PLAN t t 1/2 -- + y, AS POSS113LE WI1HOUT SPALLING I; I ( ,� z _ o --- T.S. COL.. PER PLAN �u CON f. Ti ACK, SEE rYP. CONCREIE-, DU NOT WAIL' UNTIL. IIIE .'•� • J �; `IIi I I SHEARWALL SCHEDULE > U o FOLLOWING DAY. FOR ANCHOR REQUIREMENTS VASE PLAIL i ' '1 5/ 8" 13ASL F L A IF: WI III JOINT I 2 -U " " ', — 3�C. �., � (2) 3/4 x 4 E.M1:1f D. A:SU7 r f/1 �. � a,r�•,'bCF1tp•.'by*rw bV I , a•'• ,' I� Tl-(f1LAULU flUUS W/ LF'UXY• ►- � 1' -_ _ ";t� w i'• i .._.._.._..___ 1 .1: NON-SHRINK r r • ' a r,c� rte. / i, n (;ROUT ,,.... G. t,�y1 C.7�p ! I .•c- ter/ --A R, 1 r-1 ., — -- - - --- ' � ,�ca�c 1 I I I I I e (� t f�' ���I�/�'� v v � ,,I 1 n �, � t� t-l• �­i x, fill . '!�' I 3" CER.lolo V „ I III COMPAC IED HACKFII.f. �' „ ' CONE, SLAE3 PEI? % ' Slop REINFORCING U -.5 • iI I ' 'I =•'' I 6 °' PLAN °•' CUNC, SLAB PER PLAN CLEAR Ur' JOINT e;p: I I II A1' L,1(:II SIDE OF WALL, CONT, RLINF. TU ', I I ,1.. i USE CRUSHED [ROCK. :}., , ' ---_ , WET SAWN. CONTROL. JOIN • ' , • ' ��CUMPACTED BACKFILL RUN 711RU SPREAD •�� V ______.._____. ' . 'l L FOOTING (Z) IJ4'S CONT. TOP & BOT, 0, a•, '. ,•'•�--- SI::h SCI IC:Ul1L.E F012 • ,' ,' FOR ' FOOTING SIZE AND '' ' AUD'L. INFORMATION " REINFORCING #5 BARS AT 32" O.C. SHIM. l_UCATlUN5 ALTERNATE BEND IN FOOTING — CON IINUOUS I C SEE\ tY r•••• •' •. " CONT. OR SPREAD FOOL ING NV1F;. FUUIING �.D • •' 0 FOR\ 1 02 r� t--,I� R�'�-FOOTING SIZE_' AND REINFORCING ".''""' SEE SCHF.DULL FOR SIZE ABOVE: RFFLF C FS 1I IE: MINIMUM ' ADD'L, INFURMAI ION PLR FOOLING SCHEDULE AND I2E:IN1 NUMHR OF' SHIM Ai_LUW1:1) FON r/� f ACF! PICK. CONTRACIOR MAY �— /\\;\\�\ %5%/\77\ USE MORE AT II-ILIR UISCRE IIUIJ. 1 TYPICAL CONTROL JOINTSrc-),N% FOUNDATION DETAIL 7 FOUNDATION DETAIL ' FOUNDATION DETAILr5,ITYPICAL PANEL SHIM C1� SG2-0i.dwy 1 1/2" b77-U c ' 0, SG 2-U6.dwy 1 1 -U C'' SG2--U7.uwy 1 = 1 -0' t�1 0� _. ) _ ; 1 aG2 UE3,dwy 1 = 1 -0 C)1 � S62 09.dwy 1/4' = 1' U 4 GRID --------(2) (,)4 AI' IUP 1I r , EQUAL TREADS AS REQ'U. 1'-8" „uv' r\ /�//\ #4 AT 16 ON CENTER EACH WAY CONT, TRACK, SEC - .__ —__ --- vt l)t� J SHEARWALL_ SCI IFUI.II.f' - - ------•-------i -. (11 MINIMUM) S M IDE WAI K / MEFAL ,I TUU WAIL - - - - �/` _ �"`�"— rr t,;� • PLR SHEARWALL FOR ANCHOR REQUIILMLNTS '' J. -f'EIl APt(:FI. <� a '� c J/ , ' -FRL.E DRAINING GRAVL•L BACKFILL SC}TG)ULE ( 1 __Y iT��• - t l - I ILT PANEL UEYONU PANLL.31 N . __ — EDGE SCRFW REQUIRE �- �T� , _ ___.... —•_--_._ ._—_.__ _ ___ _ ,: CONCIlI_F[: S1All� OR f'Ffl is CUN(„ SLAU - _ V PLfl Slil.:Al1WALL SCI I'EI� PLAN f /,� • v' ° �,,, �"� OR SIDWAI_K PLR ARCII. 1 tj- -- COIJC. SLAB PER PLAN -VLRII Y W/ AI�(I L , ` SLI= PL-AN r.i \ ;tt '0 L7 - UI 2'-U" VERIFY W/ ARCH. (;UNC. 91.AB t!; a ,'� •. . .► ' ; , �! „r�, �w ur �L 1 1/2„ i r PLR PLAN •. ' , ., :►� u► 5 g ) t< r' �'b°u t , _ v. (3) #4 LONGI IUUINAL ,► • a +I' ,Ao, <t / <1), ll Q,' 0 `I CER. ° 1 -CONE, SLAB PLR to „• • O. 0. .O' - ____ _.. L U PLAN �> V.' III'L. i d. �', n► ''• 'A• •' i / rn, 2" 1 1/2° uv rl • Vii` , ( a. . ^ l °I I II e v L r a �,. . '► ib , <t 21 c( �--IIF'AVY Tool Ill nta� .�..� e 1 �II; I U d r,• 'e ► . : ' ) ( GROOVF:S I UIi - _,.,. _—. +, + a. ' , ^ . > w FULL WIDIII OF ,I 11 t, i , a " FiL vI:.;I COMPACTED BACKFILL r ;�`+' PRL CAST' CONC. I I � I ;,, SEF I 1 AN ►. ° w � t C?N , �: c? 11L F-UP WAI_I_ • / /\ EACH TRL•AI) I ANSI REINFORCING .;�_ °,,; wy'.r .' ,n, �\�\��' „ \. - r' .�., SLL f ANLL I.LLVAIIUNS � •' �� , • .,' # AI 12 EACH WAY '. ,• n I •-_ -..__._...._._..—_..__._._._._._. " v 1 , � ,. n► '. P, v / 4 /4 IAD I n (2) 114-S CONIINUOU5 — • a,' -`.I' �' � NOSING 10P & BOTTOM llC1TL " • F. SCIILULJI_L FOR '°,�� S P� ` p, \� \\\ `' n t) o' U�' ' ' 4 NOSING BAR A c e FOU G S ►'.. ► •' ' \ \ UNUL11Uf2BEU ' ot\ f I _ - -- �._ v' SLAB AT SAME " • AND > n + „' \�i P�. v o`i o 0 ACH 'TREAD c , 5 11AI�S Ar 31" (;,C. --'-- ELF:VAf10N AT SIM. ,, ,. H � : � :I /\// ) op. �. .0 NOSING TIN SIZE EARTH •"` ITEINI•UI2CING ��I` COMPACIED Al_IIRNAIL BL:NU IN FOOTINGC FOI b " —1MEING I ZCI)N III PLR WALK l', .`�lUNP ',IDL" oU" I77_. ►. ARCH,+ BACKI=ILL If;E AllGlillECTl11�A1. 1012 � SEF SCHEDULE FOR FI Ei11 6 / FOOTING SIZE AND DRAWINGS FOR MORE _r .LIT AUD'L. 'IN[ I ION \ � � / RL•"INFURCING INFORMATION „ .._.__.. .._..__._......___.__._._,_.__...__...._-- f 00fING 517.E: AND RI_INFUhCING ---- // // /� \\'\, \\ _ 1' -(� MIN, - --- 1 —13Voll "IIT" LESS 'IIIAN N-O" ! PEai FOOTING SCI!EDUCE �\,�\\.� /, /i,/ _ „ , t, 2 —10 FOR "Fir" ; --o 'ro 4'-�, t�) `v 1 d RETAINING WALL I=IL>=.- 2i2�asc z.au,g _ �a1 .�),) S 1 14.Jwy 1 'r a Ii T__,_17 JaE3 2P�1294._.__ .... .. 1 �) FOUNDATION DETAIL 11 FOUNDATION DETAIL 1 ) FOOTING STEP 1 �') IS DrETAII_. 10 0 (=LUN KISS CNK JlK/l�fr9 SG2--AA dwy 1° = n c�1 0) 5G2- iJiJ.,iw3 1 ' = 1 -U c 1 % FDN-6.dwy 1 = 1 -Uff c ) 912•--13,dwy 1' _ 1 .-U' 0 r, Mckenzie 5tr 9835, 9905 VI Nil< r'I Or DA-11,S: cAym c'IID 9/11 /2002 9;56.13 JW(, k BUP200,40214/00132 9/1,5%2UU7 16:39,41 KPS 41 of 58 1 )/.5/2002 15: 11.52, ARM 10/4//)(102 14:28.17 ARIv1 C 0 N S U L '1' I N G 10/(!1%2002 13-23.34 I<RS al i� 5A '103.748.9"1.(13 2017x94/71994F,02.dwo 1 2/1(i/7(1(17 1- 47 !il ARM t '�..,272. 53 ENGIN -S1 ,02 E E f� S Omk0edmk.l rm, 3933 'iW Kelly Avenue Portland Qreyon 9/201.4393 www.vlmkjom � _ t t u CONSTRUCTION_-- ----------._._-------_.._______-----------______-_-_-_.-____-------____.______-_--_-_-------_--._-_-_-- TRUCTIUN SET 3 OF I ala�Ets 1 rlr I I I I I I I I i 1 I l l I i l l I I I P I I I I I P i I I I I [ I I I I I I 1 I 1 I I I I I I I I I I I III III IIIIII IIII I 11III I �IIIII II , III IIIIIIINOTICE: IF THE PRINT OR TYPE ON ANY I I I I II I II II II I ( II I I I I I IIII I11111111I 1IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 3 6 $ ( 10 oft L V,a.,. IS DUE TO THE QUALITY OF THE No�6 e,�r„M,°,,,, k ORIGINAL DOCUMENT ! ae I z f��z I t z sIz s z id z s z zJz i z o z (a t —T- it G t 9 t s i 6 t >~;r z t t t t s e L s 9 IJ z — t,,,,,w1 1 1 i � 1 I!II!Illi ii!i I�' JiIIIIIIIIII'Illllll�lllllilll�l►!I ILII 1IIIII►II II�IIIIII�IIIII►IIL�IIIIIIIII�I�IIIII►I�IIIiI►III�IIIIIIII �I II ��IIIIl II�i�� 1 l III I I� III ►IIIIIIII�IIII�IIIIIIIIIII II �Illl�illl Il�.11lilllll�l I 11 I l Illlll�llll� Ull�lllllllll ��l ll� III III f NI ROOF FRAMING LEGEND: U,O•N• DENOTES CONDITIONS UNLESS OIHLRWISE NOILD. SIM. DENOTES SIMILAR CONDII101'. 11fP• DENOTES TYPICAL_ CONDITION UK DL-TAIL. 0.H. DENOTES UPP0511E HAND OF CONUIfIUN OR DETAIL. X'-XX"_ DENOTES FI_F.'nlION AT TOP OF FRAMING (801-101. OF ROOF DECK I I I III T.U.F. ABOVE FINISH FLOOR. ( ) -_.-.----- - -- - _-__- - 132'-U" X'--XX 94 --6° T.O.W./ DENOTES LLEVAIION AT TOP Of- WALL/PARAPLI- AL30VL FINISH FLUOR, 1.0.PAR. U ' _ _ DENOTES 13EARING WALL BELOW ROOF. FYP. lit 115' b' 1 141 -5' +17'--0' V a DENOTES META_ S IUD PARAPI T. T.C).F. �f-,_•�-�_,�-" -- �� '-f_1_"J_._6-_ �i';��-_'__._-"a-, .-I__------ -._-_. ..--- -- -------- O.C. �---�--TYP. _ r 15I O-6-F" ---,6 �- T .U.F_.T_' rIiI -f.UJ.P• Adl, DENOTES SPAN OF h'E1AL 80017 DECK, SEL NOTE: 2 +14I= i" 9 - OZ0FOR MORE INFURMAlION• f.0.F.T.0 r• T.O.F. 1.0.F. ------ DENOTES LI-DGLR FRAMING, o) -------- -- -------- --- _ --- --- - - -- ------------------ --- T.O.F. Pd i OLNOTES MAXIMUM ADDITIONAL LOAD DUE TU W10X19 W1Ux19 W10X19 W10X19 W10X19 W10X19 W10X19 WIOX19 TING (PE).SNOW DR11 ■W Af DENOTES AROXIMA'IE LOCATION OF JOIST CROSS BRACING. Pd-I PSF TYP, iPd=1UPSF SLE JOIST FRAMING N01E:10 FOR MORE INFORMATION. vi a0 11FAD1R U DE-NOIFS UP HEADFIz T.U,PAl. C4 0 «0 '2-0iCILCTUAL FOR HEAULR LLLVAON. 0� SLE ATYP. 0�1 svodI ,i R_O7.0)=F(IL/FLRL)AIMP3 I,'N, (0GIL/NOTES: ( ' r:u,-I ".,-- ►IW 3U l- �;�6.l-:.l-�-I I.'►-.-I,-II�-JI-I►-II-'<�id�I-o I€'►I IrIIIII I I�II I-•II 1I III!�II iII�IIIIIIIIIII III II I I III III-,I�-I III-I-I--II-II.►L_-II l-I I9l-.l.-I�liIl-, 0 v�►i-.�I�..-I.rI.-'."--.__.I-°T�I�-a.'-lIr.-`■�l--_-_CI-►"_--.-"I_•_.I,iII I I'.�I I�I�I�Ii 1I.+-I!SIt I►(I.(-III III�II I.Z-I__LI_I -I►-_I-I►I-I►I-�_I-II-jI!�IIII I I!II iiIII'.II1II!iIIIII II i I�II,I ii't II I' 'I_ce1�II_--I1-Il_I lIl►-!I_l-lljI lIiII I I lII I II!'I!I 1!II IiI'I I,!I I iII II;I I j,Ij.l►_I��►•►_II_I 2-II l-Il-'fII!I1I1II 1II I iII�1 I IiI!j III III!I I tlI Ii jII-UIlIliI`r-IilT--°l�I-'_I_I_'►_"-I'IIK�..�_I,►:,I,1,S�I►_iI!IiIi I�II(,Ii IIIi II�(I II I iII!!!II II r I I1�-III-GII►I tI_I_Il Il�1-IIIil1�III„II1jIII IIIi i 1t)I'i iIII!;I-l-`�-t-I-Il-T�-�'_�cl►�`►`_9I_--.I!_.�.t�'I IIIII_I I=IIi_IIi I!I!��j i Ii I.�_I►_._►-_6I.I I hI_II�-II-�I-I'_-`I��I� -I I-�jIJII I�!�I I-I'IiI',I I�iI�I I I(1I-iI!I II,II I�_I_P_►�I-��_III,I'i lIiI�7I!'�-�=IlI _'��_t_lI_�mo I-►�_IIlj1!IlI(I�II"j_'I(IiI I!1�I►�iiIw-I'II II1I II'Il g►iIv_l-l tlll_jl r�.l!��-l-lll 1l-,!1I!i0I,ii Ii'.tI IItI II 1I I�'.1IIt(�(IiI�tI'I 1'LT�•��i':'.IjI Ij__ ►am.11_�1_1-13•.1`"`_1_-►�ItIjI!-I I i�II I III I-(III I'III',)Il I I I I,!I-I�!i't I�9�_�1I ���`l --iI1II II I{j I1IIII�I�_t LI,!I I�I►�i tI I1!I I~�-�►1-J•l+8 C'<-:.�,-I II!iI,!�!II'I' I I I II I.•._- iI IiIII!l IiI+I I ;I� ",.�".,-_,'"_.-..-■-_l-��I„,_-_'-_�-"--"-�rco�.0W.._U' _nX 1.) DESIGN LOADS: 3�III-IIIII I I! _I II!IIII L � �O_� '- -WW TYP.LOAD = 20 PSF - 5 PSF COLLATERAL (BOTTOM CHORD) AT GYMNASIUM __ .l W- 0( ' '-L -- �I I ° - (I 3'2.�5 )0 -TS4-X -4X-3'�+■/tI 1--1 4'6 -'IP -T©`Y."P- . ROOF LIVE LOAD (SNOW) 25 PSF HIGH ut I LOW HIGH AT MECH. SCREEN - C) ell)� ` Ql HIGH 2.) r- 1YP. SIM.SlEf-l- ROOF DECK 10 F , . 3O,F,` .0 PUNCH SIDE LAPS AT 24" O.C.. WELD TU MARGINAL MEMBERS A 12" U.C.. (VcaP 360 LF)MINIMUM. WFLO DECK 1U SUPPORTS WITH 1/2" DIA, PUDDLE AT (5) LOCATIONS PER SHEET. 13UTION T ! i' I w- --+3_51�--.35U_.-•' -_--- G-o-"-- ---•--'�.--cIr u .. I .`iJ IUr ` ; _- " - C/31'- _ 3- !_ _I LOW rr <v I TYf',3•) ALGQNa &C_LQW O , 1-111-11 DECK NAILS (I,C,B.O /437;3) MAY LIE USED TO ATTACH ML1AI_ DECK LOW (12) 0WELDING, HILI ENGINEER SHALL BF RESPONSIBLE FOR SELECTING HE ARUPRIAif11IN LIEU O 1-_</._-•-. •- i�•. v t-0APPROPRIATE FASIENING PATTERN TO MATCH OR EXCEED THE SHEAR CAPACITY OF THE DIAPHRAGM � ISI6X4X� 16 HIGH HIGH W16X , T- OU CONNLC1I n' ' ECIFIED PER NOTE 2, CUN1FAC1U2 SHALL SU[IMIf FORMAL SUBSTITUTION REQUEST 16X31 31 HIGH WlEX31 HIGH TS16X4X5 16 IGH W1 442 LQv Io h ,yZ 1ow- W16x26IN WRITING TO VLMK CONSULTING ENGINEERS FOR Fli-AL APPROVAL. --.- , w1sx2s 02 0-4. CONTRACTOR TO VERIFY ALL ROOF OPENING SIZES AND LOCATIONS. REINFORCE PER DETAIL 3 OW IL Sim. 5.) INTERPOLATE ROOF FRAMING ELFVATI(NI I I I � T.O.F. F _ WO7 ARCHITECTURAL DRAWINGS AS REQUIRED, d � ENOTE: 6 6,) SIM '2.0' " Q i II. co� dREQUIRED SUPPORT FRAMING. 3 TAW SIM. x 122' .0 { TYSIM. U+�Y-'_- i0IU. p-Pd.-=47PSF•LQ - i onROOF JOISTLOADING DIAGRAMS [�22'-0 � N-r i'�AY UwTUW T•0•W' A TYP.UNIFORM LOAD POIN f LUAU AXIAL LOADMARK ( LF) (KIPS) (KIPS) JOISTS - a Z12' , 1 W293 163 I' O. K 0.9K c ou, (TL/LL) (DL) (WIND) PW, Ir T W 315/175 4 WAT SIM. 12 = 0.9K (WIND)(TL/LL) sF1 hEADER _ 1w Ire, W= 293/163 P =U.5/U.3 COORD. VVI MLCHI � . P(TL/LL) (WIND) T.U.F. 5'-s„ J3 W T.U.F.W= 315/175 L 2.?0 F. . . .I LOW TYP.AT SIM. CC-9 O W, 250/125 r . (1L LL) (SEISMIC) w' w2_ 144 (WIND) 10 2 W2 TYP. I ul ?.fK C=U.5/U,3 - Wt 125/63 (Tl_ LL (SEISMIC)IC P3 COORDINATE JOTS I• CROSS BRACING TYP. I' 2 i LOCATION AND JOIST_WEB CONFIGURATION Z U P2=0,9/0.7 ? 7 WITH LIGHTING AND MECHANICAL. SLE 1as 10 W2= JOIST FRAMING NU E: (WIND) I� =0.3K WZ 15 SPACES AT 5'-0" O.C. W2 (LL) (DEFLE -12f3 --4, TT.O,W 22'- 0" 1.2d'-,I T. T.O.W.JOIST FRAMING NOTES. 1•) Bt= A ' 1 22' 0., RIG DEPTHS ;-,/2FOR ALL 0& TYPE JOISTS AND ;jFUR ALL & ) IM UNLESS OTHERWISE NOTED. 5 ME GREATER OF i /240 LIVE LOAD OR L/180 TOTAL LUAU. (0 SIM2.) UI_FLFCTION I"IMITFD TO TI UNLF`•S UT+IERWISI NOTED, Ll 22 < X J io x5.) AU(ii110NA1 CUJCLN]RAIED LOADS TOP AND 80TTOM CHORD ARE FOR (2.'TiS . 3 ALSANLCALLOAD , SPRINKLER BRANCH LOADS ARE IN THE UNIFORM JOIST DEAD LOAD, Will 4.) ALL JOIST'S 10 13L DF -D FOR AN ADDTIONAL CONCLN-IRAfEU LOAD OF 300 POUNDS 0.11. LOCATED AT ANY POINT ON TOP CHORD. KIV15ONS SIGN_D FOR AN ADDITIONAL CUNCEN1zAILD LOAD UI- UU . _ -_... _ �_-;.) All, JOISTS TU DLUrONS LOCATED AT ANY POINT A1I - _ 4/11/03 TS6X4X5/1( 6.) NO NLT UPLIFT ON JOISTS, EXCEPT AS SPECIFIED ON CANIII_EVERLD EAVES. nDDIIIONnIONS INDICATED ON PLAN DUETO SNOW DRIFTING 02 MECHANICnLUNITS, MUST LIL ACCOUNTED OR IN JUTS DESIGN. c .D 10 DF APPIILD AT TOP CIIURD OF JOIST UNI-FSS OTHc:RWISI- NOILD, hZ8 - 4 CUNT, L4X4X1/4 Y' A l 8•) nXIA . LOAD SPLCIFIf AXIALLOADS CAICULAIED BY SFC'IIONS 1620 (WIND) AND 1632.2. (SLISMIC)-ALLOWABLE STT?ESS T.O.W. T,UW. 'UZNL2 DESIGN (E/1.4), OF "HL 1997 U13C. ; '- 0" 5' 0" 2.0' O.H. SIM. Typ. `i'-o" 5'-0 9.) Alt.. AXIAL LUAUS SPECIFIED ARE TU BE TRANSFLRRLD T O.W. ' " OIHLRWISE N01ED, IZy5,-O„ T.U.W. Q 37' 0 10.) JOIST CROSS BRACING IS AT 11-11F DISCREIION OF 111E MANUFACTURFR UNLESS OTHERWISE NOTED, oCOORDINATE LOCATION WITH MECHANICAL AND LIGHTING DRAWINGS AS RLQUIRLD, In 6vr-) 11.) JOIST MANUFACIURLIR 10 ,OORDINAIE SIZE AND _UCAIION OF 13ASK[ABAI_I- HACKHOARD SiUlll'OT SET DATE 3/50 IRAMING WI111 ARCHITECT. TOTAL WLIGHI' = 1:50UIU LACIL VLRIFY WllMANUFFACILR. ` (.E 21294SG9 dwy 0 12.) SEE DETAIL FOR ADDITIONAL LOADS DUE 10 MLCIIANICAL SCRFLN. 'TCB 201214 N ROOF FRAMING PLAN x• _ LWN KRS ('40 010) uc) vLMK PLOT DnIps: Mckenzie Str 9Ro5.9905 9/1/?UU2 10: 113.14 JW", Gym 9/1 /?OOJ BUP2003 00214/00132 10/4/2002 16:13-5H KS ( 42 of 510/113/2002 15-39.27 KRS 11/18/2002 7:51.59 KRS G i3: 48.14 nZM 1,01.248.926CcNS31L '1 TN ■0'1 i rNGINEERS 3 1012 vl-,,k( vhnk.con, a-x 3933 SW Ke' y Avenue Portland Oregon 91201-435? wwwMinksumCONSTRUCTION SET 4 OF 7 SHEETS NOTICE: IF THE PRINT OR TYPE ON ANY �I IIIIIIIII 1 �! I IIIIIIIIIIII IlII ! III I IIII I I I II IIIII I1ll 111 a9) 4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 10 i 2 ITIS DULTO THE QUALITY OF THE No 39 llU. Ifl ORIGINAL DOCUMENT 3sI11161 61 9 L ZZ EZ 61 s 0 +.s.' - : , t 111111W111ill1111�1ll1111�� 11 I IIN111 SLE 1-11-AN SEE PLAN 0III I0 to ..Y L5x3xl/4 BLOCKING PI.R L5x3xl/4 BLOCKING MI: TAI ROOF DECK 13LAN 112 LAN 1/L 1.5x 3x1/4 BLOCKING JOISF PFR PLAN Willi PFR --CONF. L-4x4xl/4 CHORD EXILNSION P LAN> -CONT. I_4x4.x1/4 PLR PLAN- (LOCATE SPHICE AS K (IOCA IE SPIICE AS Tyri. 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PLAN NOI L"'..7 1/4✓ %5"x5" KNIFE PL.A IE - 1A SEFEI!)ETAIL > FOR INFO. 3*11 L,5x3x I/4xO'-5" J L 1L I-- JOIST PEI? PLAN 16 NOT NOJED 1 1, �11 _ : if 11 WI_ OR IS ULAM 131:N PLAN AT SIM. 1/4x5"x9" KNIFE -' If PI-AlE AT SIM. IS BEAMS 0 u A rl"� FRAMING DETAIL 2 FRAMING DETAIL rT,� FRAMING DETAIL FRAMING DETAIL Z U) uj. S202-1.dwg 3/4" 7_17-07" S202-2.dwg 3/4" 1'-0" S202-3.dwg 3/41' S202-4.dwg 3/4" 11-011 V) SIM. _MF'l'AI ROOF DECK CSI`I q. OF. PL'R PI.AN of S2.0y COL SEE PLAN COL �10_3 0, WT OL:TRIGGLR 5 6pw- 0 ci T-OF CONC. TILT IM. MElAI_ ROOF DLCK 4 _02 r) PER PLAN Al - LL PANEL R 11) CONIC. TILT PANEL SIM. 0* SEE PLA� PANEL TS BEAMS a WIDT I W N, L SEE' PI.AN /C�0; 5'-3, 3 A BELOW 0 '1Z TS BEAM PER PLAN < Z BEAM 0 -4 P 0 TS4X4 EQ. C V) I 'I'S COLUMN UJI CL PER PLAN I 1 5" --WF BEAM (BEYOND) T 0 17 PLR PLAN - 7 T.0.W. SEE PLAN Typ. I I tPLAN - -- SEE PLAN 3" TYP. t. 3/16 2� 'IS COLUMN 1 1 1 ---OA "__--TS BEAM PER PLAN PER PLAN T.O.W. D x x L' 5 3/8xO'-6" _101 TS COLUMN SEE PLAN W/ (2) #4xl'-6" (BEYOND) A706 BARS AT 1504 W17 OUTRIGGER CON T. EDGE IS4x4xl/4 4" 0,C. TYP. 1 11"_� (0 11 11 1... I . I CA I.;;;­i:17 ANGLE -,,.--CONC. TILT PANEL I -CONC. TILT PANL JOIST PER PLAID L L4xlxl/ _Z;EE_��LA u PLATE W/ (2) 3/4" DECK SUPPORT DIA. x4" EMBL*D 14 1 d 3 RIGID PANEL SEE PLAN CA� W/ 5) 3/4" DIA.x 5" \ � � CORE VERTICAL V) U .01 1 -1 CONN. NELSON S*IUDS NELSON STUDS I M �--f6[;;7- TS4x4xl/4. 1 .1'*\�3/4"'LIVIBED PLAIE T.0.F. ] :5/4"XPANLI. WIDTI 1 4 L I T O.W FLANGE AT ENDS31��D PEI� Q�261' AT'MI VERED L_j L JJ Q,P3,b i PANEL JOINT /\__�7/8 STIFF. F1­LATE' -W.F. RFAMS �lq_ FACH SIDI: UNDLR -v O r't•( PER PLAN S2 TS COLUMN MITERED JOINT-/ CONT. EDGE ANGLE __SLE PLAN t3 SIM. U) 5 FRAMING DETAIL SG2015-2.dwy 3/8" _1=0 r(7'� FRAMING DETAIL rl FRAMING DETAIL FRAMING DETAIL 2.0/�') S2U2-8.dwg 3/8" 41 --�Cyl S202-9.dwg 3/t5,, -7-V -O- S203-1.dwq 1.1 11-00 AL STUD WALL PER PLAN 1. RAMING AND SEE ARCF­IIIEClURAL _w SHEATHING PER L3x3x1/4 x CONT. W/ (2) S�13D2--12 ISHLARWALL SCHL�D._\ #10 SCREWS AT EACH STUD 0.PARAPI_T PER �j SPLICE AS REQ'D. PER L.f3x6x3/Hx PANEI_ WIDTH W/ PLAN CONT. _1RACK W/ (2) MIN. EL ARCH. (2) #6x2'-6" A706 BARS S AT EACH u 26 #13 SCREWS !;2.02 5 3/1.6 STUD TOP AND 00T. ANGLE FIORIZ AT 4" O.C. AND (1) PLR ,�/-1-6--�-<TO JOIST 3/4" DIA,x 6" NELSON L 2 1/2 x 2 1/2 ME.IAI. ROOF DECK Or COL. LL x3/16 BLOCKING PER PLAN SFUD VERT. AT CENTER 174">_V. PLAN 3. CONC. Ill-T PANLL U., T.0.1- SEE F. PLK�_& J,7,p1g-<PLR PLAN 3/8"x4"10'-V PLAIE (131-:YOND) �7 2 1/2" TY1 P-X/iw- 2 112" K_ 2-12 ME I'Al. ROOF DECI< VERIFY W1 '--METAI. ROOF DECK X VLRIFY W/ 'JUTS-1- MI:R. TS 3 1/2x2 1/2x3/16 PER PLAN PER PLAN 0 JOIST MFR. L.3x3xl/4 x 16,,xC,x6,, BLOCKING OPENING KNIFE PLATE X'_ JOIST PEI? PLAN SEE LLEV;kTibi4--- 'F i-I j, -o WIDE FI.ANGE BEAMS 2 112" VERIFY 3 6 WF ULAM W/ JOIST MANUF. T, jois,r i j1-8--G--A. i.86xj,;' 2-:12 PL R PLAN LLDGL R PER. S2.03 ,,/I PENING 1/4 HEVIC)ICIN5 JUIS I PER PLAN �0613 MF­IAI. STUD WALL FRAMING AND WIDF` FLANGE BEAM : 1 --1_RFCI`ION (JOLTS1p� N' C,' T4->-- 600'3162--43 BRACE- SI-Il.'Al'11ING PER PER PLAN & 0 1 AS RL(jUIRI:D \-CONI` ]RACK W/ (2) SHEARWALL 'S,*CHED. 3 Al 48" O.C. I LJ 1 1: - _UD W.F. HFAM WIDE FLANGI' -/ #8 SCREWS AT LACH SI I \\-1.5x5x'i/16x 0'-b" 118 SCREWS Al- I I --I - BEAM PER PLAN l' Tyi-1. lop \ t, -, I I PLR PLAN KNIFE I'LA'IE TI'IRU 6005162-43 STUDS I I *, 6" O.C. TYP. --(2) 13005162--4,5 AND 66T. /,T/-4 v-"- SLOJILD IS COL. AT 16" O.C. 1,30111,_U11 BOX STUDS. ATTACH X 'X X­ HEADLI? PFR ll(Jlt *F--L)13 BOX IS 5x5x5/16 x X,/ x (NOT AT SIM.) TOGETHER W1 #8 l;ib.13.0. OPENING 'IS COLUMN------- -RADIU1_; F-ACII LND 7� -------- IiLADLR AS OCCURS SCREWS AT G" U.C. LEVATION FLAN Of SLO I 6 W/(3) #6x2'-6" A706 BARS '*'-1.6x6x3/8x PANEL WIDTH -SEE ARCH. 60OS162--43 SlUDS __,_,RElURN TOP AND (4) #8 SCREWS CONT. 6001150-4.3 CONIC. lIL.'T PANLL--" TRACK W/ (2) #8 FACH SIDE 130T, IRACK AND (2) IIORIZ. Al 4" O.C. AND AT LA. STUD NT�_. : ATTACH TO DBI . (1) VI-10. AT CLNIER FINISH PER ARCH.— *�IDUW P[ 1i ARCH. STUD W/ (2) #8 - SIM.)(NOT A I S SEE ARCI-L 3 #8 SCREWS AT- -\v SCREWS EACH SIDE 12 FRAMING DETAIL 6" O.C. SJAGGLRLD 600T150--4,5 TRACK _ND SUPPORT S202 .-!j.dwg OET DATE 3/5/03 AND LJOT*IOM 0 E 3/4" 1 0 P I L r= 2 12 IE348G-I.dwo JOB 2012CJ4 N IDWN KKK CHK AX,r\R5 C) FRAMING' DETAIL ( 10 FRAMING DETAIL 11 FRAMING FRAMING DETAIL I, DI-1 4.dwy 3/4" 11-0" SG23.--7.dwg tj 1 0 C r -6.dwg 2.0 S202 4" 0 Mckenzie Str 9b35. 9905 VIMK PIOI DAILS: GYM BUP2003-00214/00132 )/1112002 11:16.2 W; 43 of 58 1000002, 13: 41.33 PI.M X 10///2L)02 11:6:•/ ARM ii I C 0 N S 0 L TINCA Y)U",.4453 1011H12002. 14:32.18 KNS `,111.)48:!)'7.63 I I/1812002 7:511.30 KW; E N (il N E E R S vlmk(�vlmkxom lir. X. AU 1�rl AMA wS2.02 ct u f1_X 3933 SW Kelly Avenue florthod C'109011 91201-4393 w-villik,­111 CONSTRUCTION SET ------- D •Or- 1151-47ETIV) 4 WIN No oil NOTICE. IF THE PRINT OR TYPE ON ANY [Jill III III 1III 11111111[ijilII !11 1111 1� IMAGE IS NOT AS CLEAR AS THIS NOTICE, �_ 1 I I=�I_2.._ _-L__2. 01 IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT th ulz 1-1 t 9 T I V11 6 1111 1111 11111111 ILII IIII�I�iI IIII�II►1IIIil►IIIII►112 h 11 ill Jill '11111111 11111111 M i'l V 111 �i 'il t I yl'� AT -6 LM13LD r--rLji Tw / NIAXIMOM 1/2" OFFSET FROM tA, CI-NTL:R LINE_ OF JOTS f TU SEF PLANCEN' LR LINE OF BOX SECTION AP T.O.PAftET � ; - - " - CON F. 51UU5 FOR PARAPETPIAN (/ ' PER Pf.U.PARAPET LAN " SEE _ _ SEE PLAN - � (1222('iON - �~ I r 7,O.PAflAPETit � NI CONI. 6007150- 43 I - METAL ROOF DECK I ' I -- _- ]RACK W/ (2) #8 I I SCREWS AT EA, STUD I I - / / ( ) PER PLAN / ' -- PLR PLAN CONT. 6001150-43 ' 1 _..._.. <PER PLAN I-.5x,iS 4 x CUNT. W 1 S' � ' ' � (RACK W 2 8 1 i METAL TIID WALL. 1�1 (}� 1/z -- r -76y �- ��1U SCREWS AT EA(/ STUD „ S11 EI_ JOIST FRAMING AND V J / (-) # ' CONT, STUDS FOR r-�i - SPLICE AS RE:Q ), W , _ SCRLWS AI EA. 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FDGE SCREWS SI SCHEDULE ' ' CLIP COLUMN TRACK PL 112 X 9 X (GIRDER SCREWS ,� -2. 1 2" •' t• FLANGE WIDTH + 1 2") SHEARWALL SCHEDULE • / 13111El'HE L ILL --- REIURNS & LAP TO / - 1--�I I-r- U VERIFY W/ MUST B['Aft FUL.I.Y ' 1 METAL ROOF DECK t t OUTSIDE CONN. WITH BEARING PLATE WITH 12 1/2x2 1/2 OU JOIST MFR. , 1O UNUFR`SID OF 1 I ,- S ' W - PEft PLAN SIDE FRI�C'fION BOLTS A� BLOCKING t I (4) #8 EACH SIUL - _ \ U�) 113 2 IRACK BLOCKING ' ' - 1 52.0 •' '• REQUIRED 3 jl(i 4 PER �; i 1 � f 2 -- 1 / EACI I ` ---•--� A'f'1-ACEI SHEAR WALL S?..U3 \VVII N10 AL. WALT_ PER --� -JUIST PLR PLAN BUILT UP METAL STUD ; ; SHEATHING TO COLUMN WITH MFAAI. SMD WALL-� ; 1[3GA.� S IUD L , PLAN BEYOND -- �" DOX COLUMN t-- -- #f3 x SCREWS AT 12' U.C. ONE ----:_ - �I - - -- FRAMING AND #E3 SCREWS t --- SHEARWALL `CHED. _v THRF E 1 ' I �___._ o ---' ------ - 1 6" O.C. FIRST 3'-0" EACH END '` . WL. d B11111-UP I:JUX NUfI ; NQiL BUILT-UP COLUMNS AND 1 SIDES 3�16�-�~ ' ' 1 1 , 12 O.C. IN MIDDLE I 1 /2 SCE__`1 FOR �r -- COLUMN LINDER TRIM VERT. FLANGE OF WALL. TO BI' []RACED AS REQUIRED •� ;• ' ' S2,03 JOIST PER PLAN- EACH JOIST ANGLE AS REQl111lI::U AT PRIOR TO St:-TYING JOISTS. t ' _ I 1 ' ' '� � ' ; 'IS COLUMN PER PLAN , MORE INFO. V ROOF DRAINS. (SEE ARCH.) EMBEDDED IN SIUU WAL1. ' ' r� (2) 60OT150-43 ,._J (2j GOOS162-43 U •� 013OX COULUMN � U 1 FRAMING DETAIL 2 FRAMING DETAIL FRAMING DETAIL q _ FRAMING DETAIL Z2_:0� S4-U2.dwy 1 1 -U ' 7 y S4-Ul.dwy 1 = I -U Q)2. z 54-U6.dwy „ 3j6Di --SILEL ANGLES an 1/4"x4" •TSP _ X00 PLATE 2 1/2 �iYP. IS BEAM PER LAN WT-5x7.5 W/ (2) 3/4" DIA. 1/4" CAP PLATE Z MAX. A.i7.5N BOLTS IN FIUR1. n /" " 4 I S!-IUR•T SLOTTED HOLES STEEL .10151 , _-- D' <yP. OR E3f_AM -4 - 174- 2 � 3 16n 2" PER PLAN g" 1/4 j�.�'_`. WIDE FLANGE �1-bll BEAM PER PLAN .„_.. ,. -- p=• 1 P r _,-_. , AS REQ'D, '04 0A.. _ "ECTION x t�1 I -I JOIST PER PLAN N r� A c L>. 1/2"x2 t/2"v, r Z,� TYP. / 14 ' 112" MAX. 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ADDITIONAL 4.5K (WIND) AXIAL LOAD AT TS POST LOCAJION, (� V 4. TOP AND 2011`0M CHORUS OF JOISTS TO BE DESIGNED WITL1 N AI�HVkUpI/�I.�I#!ji�UL��I�(�A�LLUAU A,- IS PU51- LOCATION. F; FRAMING DETAIL 7 FRAMING D f /y�`� I� /y _ DETAIL 8 TYPICAL DECK OPENING `'� nn7 `S301-U4.dwg 1° 1'-U° <" z -� S4-09.dwc 3 4 1 -U' �, S203-2.dwy 1 1 -U �2.� z J / c,,>> z S21-U9 -. -- /-CONCRFIF 11LT PANEL II 11„ Q 3/4" I::MBE:U PLATE 1.2 1/'2x2 1/2x.,/16 LI ` -�P 2 PLAN „ ,,, BLOCKING 1/2' W 3 3 4 DIA. x 4 3 16 �--TS COLUMN '1'0 / ( ) / / ' '� ' LUNG NELSON STUDS 1 I ' i PASS TFIRU AT SIM. N _ AS I21O'I). iSII I �I MEI-AL ROOF- DECK PER PLAN 3/1b DL-12 ' ��•'.`-1/4" CAP PLA I L 112" - I „ n ` - I 1 ) - 1/2" II , r.. - 1015 T PER I � ME-lAl. ROUE DECK I I , PLAN � �.I I PLR L I_ALJ 'I I � I _____ _-_--. �_._.-- / _ _ _ - _____...._�._ _"._.._.__��Y� - a• - • S I LEL BLOCKING - - �, ER 2 RIFY CONCREIE CA� TILT-UP I 1/2 - PLAN W/ IOIS T LMANUI'. J i i 311 6 r�I WALL ` � � ---''- II I. 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BLAMS) _� - SIELI_ JOISTS PER PLAN 3" MAX. -,3/8' KNIFE PLATE `•• -TS COLUMN Pt.:ft I'L.AIJ SC.0 I�A'T� 3/5/ 3 I FRAMING DETAIL (-TLE 212nd3ca5.dwg t ) 5G3--04.dwg 1° 1'---U't JC�F3 2012c34 DWN KISS CNK JEK/KF?5 �� FRAMING DETAIL 10 FRAMING DETAIL 11 FRAMING DETAIL t; __ 1 c" z .dwy S--FRM-Ol 1" == 1 -U" „ �.0 ).��, �2.0�7,1_ 521-OG.dwy 1" = 1'-U' Mc'4,enzie Stc 9835 9905 VLM!< L'I (11 UAIE.;: Gym 44 Of 58 , 5 ,�• BUP2003-00214/00132 9/1 U/2UUJ 17::90.24 KAN 9/1; /..0(12 10::34..,3 1<I�.� C 0 N S 11 L. T I N G 10/1 E!/2002 13:25.27 KRIS uU �03,72I4453 101412002 16:12-58 ARMS E N G I N AE E R S '>>'�t14.97E3 11/18/200"2- 8:2.59 KRS vinikt�vhnb-01tl 201294/21294SG5.dwq 12/16/7.002_ 13: 48„ii ARM c� < 3933 SW Kelly Avenue L'ottlend Oregon 97201.4393 www.vlulkann tl kS 2 ,0 w34.x - -__-. -.----__ --_________---_.__--_-___---_---- ____----________ _.--_---_-.--_._.__.____.---__--_------ CONSTRUCT ION SET r.. . ..._.- - to tmm"wiftimll; I. 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EXTERIOR DACE U.O.N. /SEE DETAIL �(� FOR MORE INFORMATION EXTERIOR ��3 TIES PER PANEL I3 EXIkftIO11 1=ACl_ U.O.N. FACE U.O.N. I_LEVATIONS AIL --. _ - WN (POURED DOWN) TOW ADDHIONAL NUfLS AT DLT 3.0 (POURED DOWN) 1 1/2. - CAULK JOIN SEE PLAN Vj 0 _. ; II� 4 1l 1/2" TYP. I 1711 - 1'-U" MIN. ' ------ _o'-�" LONG FILLER RUL) EXTR4 PANEL f�EINFORCING _.__._ ___ �,�` __ _ ._ U 13Y JOINT WID111 + 1/8 `� TYPICAL PANEL EDGES >PERIMEIER (2) Ij4 CUN IINl1UUS nItUUNu ,�-, IVj ` 3 RIGID PANEL CONNECTION lt' OF PANEL TYPCIAL PANEL CONNECTION SG5-06•dwy 1 1/2 , -G S3 0 SG5-05.dwg 1 1/2 1 -0' r 1 MITERED PANEL JOINT 7 SG5-U4'dwg 1 11/7=1_77 S;3.0 SG5-02 dwg 1 1/- 1 _U -3 0 TYPICAL PANEL RE:INFOI�CING -- _ /� FOR 7 1/4" THICK PANEL. TO La U 13L #5 AT 16" ON CEN-FER - ME TAL- STUD WALL F'kft PLAN � EACH WAY U.U.N. ,�•-� TWO CONNECTIONS AT EACH (2) 6005162-43 6 - � -� ( SIDE. OF nLl.. PANNI S I"U DL ►� -- tl SCREWS Al" `i3.0 3/16 AT MID-(IFI OF AND N 0° r ,_ - 1 4 TS POST n c�� BELOW 101' OF FRAMING. 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UILT UI 2 4 A325 THRII- f3 FOR MORE STUD COLUMN BOT T TYPICAL PANEL A ELEVATION IN-ORMAI LUN 1 SL,- 'E PLAN_____—, DOLT TOP AND Ij0'TTUM 7 FRAMING D'cTAI L ------------- _ _ __ CONNECTION TO FRAMING DETAIL _ — TYI . .- S301-06.dw9 1 ' = 1 -0" `/��� 5301-Ol.dwy `),5.0 NIS �3/1G�/1 1T STUD WALL_ - 53.0 �, FRFRAMING DETAIL S3U1-05.dwy 1 -- 1 U 3.0 'i'-0" T.0.IN T,0.W. _._.__._ -_._ — --_. PAN . - t SEE L T.O.N, SEE PLAN O1 — '— _ SLE PLAN V� •.J y . -- SEE TYPICA•L_PANEL - ' '- ELEVATION DETAIL��- 1"YPICAL REINF. SF::E TYPICAL. PANEL A <{ r '�_ PER 8 LI UETAII- fj FOIR INFORMATION x'3.0 SEE TYPICAL PANEL 1. c ATION DETAIL_ OBl -''� :i.0 a' FOR INFORMAIION r; ;p NOT NOTED ELEV 0"I' NUILD TYPICAL REINF. Cy t� N_ TYPICAL REINF. PE:RFGI� INFUIlMAIIUN l - w PER NOI NOTED LU 3.0 11 t. N5 VERT. � ~ ` f,0. OPENING .A� —RIGID PANEL CONN. 1 = , � --RIGID PANEL CONN. TYP. (4) PLACES �, /-CORNER PANEL CONN. I TYP. 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M NEW 4" 51.AH W/ #4 --.--- I I • •• ' I � I , 1 I 1 AT 32' U.C. kA. WAY I I ,'• , , I , I I I 1 FOUNDATION DETAIL -3 I'---=-�.. _I -� I SII C7 • , , , 1 1 I ' ' ,,...� U / s,.o SM--0l.dwc3S1,0 �1� • ' • ., ' I 1 , 1 I I 1 j ' ' I 1 • � ' I I i t 1 I I 1 ' 1 NE.W 2x4 AT 16" S IOD WALL I ---i-- I I 11 I i i i f I I �WI111 GYP. I3RD. SIILAIIIINC, \^ , _ _» ._ . __. _. ..._~µ�4 A rIACI l W/ 6d COOLER NAILS EXISTIN!; ' ' ' COLUMN ; I; ' f=XIS TING AT 7° U.C., I I COLUMN nl_t_ SUPPURIS II NEW 2x P.T. PLATE WIIH JI/J I- I,, I I,, � • 1 I�;• ',': ('IIII� I ,0,145"0 P.A.F. AT 16" O.C. SCONC. SLAB AT 48" U; LXIS'IIG, 5LA3 ON GRADE / a) vi ON AND 6" CUMP ( AVL_ ILL I EXIS IING 4" CONC, SLAB OVER 6 MIL P.E. V.B. ON 4" l_E:VLLING SAND -_.- i 'III I FOUNDATION DETAIL I ��.� CGW 1 SM--D2.dwg 1 1 ^D L. . .. ... .. I 1 _I 1»..!•, I 1 I 1 I 1 EXIST, . „ I 1 I.. I I' -I n. ATL O O.C. W'1 8x 6W IC 2" DIA. 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' ON V.13, AND 6" COMP, GRAVEL FILL , i i I �„ '•.,. I i - E_XIS IING 2x6 AT 16" O.C. W/ 5/8" GW13, �•! ("� 1 1 ' —.� a n I � I c:n, SIDE ONlx6 PLA(E W/ 1/7" DIA. � ; 4 V COLUMN ' ' 1 it ; A.H. AT 4 O.C, W/ 8x16 THICKENE=D I (� � �../ COLUMN I ; S1,U EXISTING ; ' I SLAB W/ (2) #4 CON r, AND #4 IIES "''• t•/ COLUMN A 148 U.C. ,I �"'� !�• ""j"' 1. .. ... . � ,. •� . , ...... ..............._..........._». ' I i I ' ' I I I NT.W 4" SLAB W 4 �• '.' '• ' I { Imo"` � U) a I I � I f / �f AT 32O.C. I.A. WAY t ' Q •t , I I � it �` Ij I I .. � ' ' I ",�. ' '• r I 1 i , 1 I. ___. _._ .. .. _._. . .......... ' r I I I S1.0 SIM. _ r�L•vI�lONS s FOUNDATION PLAN FOUNDATIONKL 00 NOTES: -----. - -- 1. CONTRACTOR 'r0 VERIFY CONDIIION`S N0IFD WI111 ARCIIIII:CIURAI_ DRAWINGS __- ANU F XISIING CONDITIONS PRIOR 10 CONSTRUC 110N. NOIIFY LNGINLLR ri OF' ANY DISCREPANCIES. 0�T r=11_E 2129451~Il.clwc,�,y J05 20121J4 cWn �x C>WN KR5 C '-1K Jr.KXR)s ' L.0 (ll VI_MK I'I_U1 DAIES: mvs, i5 I 3UP2003-00214/0013025 y/3/2002 9:2P.33 JWti 9/1112002 11:5U.;�4 JWS 1s or 58 10/; /2002 15:49.25 ARM "O.I.vz.44�1 10/4 2002 14:29-55 ARM fD •• dIl.148,�l(i3 10/1l8jzOo2 13:46.:52 nlzM S1.01 �� rn CONSULT I N �' vI,Ikl9'vintk,nu„ �17Q��AAi dulr, 1,1/1 f:12007 13:7(. 2 ARM PP !l X � Nc; INECli5 _ 3933 SW Kelly Avenue • (Poland ' Qr.^uun 97201-4393 www.vlmk.win CONSTRUCTION TION SET 100- 2 5H:ET5 NOTICE: IF THE PRINT OR TYPE ON ANY rI I III III III III III III I I III III III I III III III III 11 I 1 I I III ILI III I I! III III III III 111 I I III IIIIIII III III III III I I ! I I III IIIIIII I l l l l l l 11111 ' i ' I I I I III I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, II I 11 I I I �I I I I I 1 4I I I I rj I I I I ! I I ! 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ROOF w STRUCTURE IJNIIL NEW BEAM HAS BLLN INSIALLEU I_U rt�=�- � o I I I I U) ci I04 al: IF 1 1 r E31 --M_ A�� ' I -EXIST G. 2x4 STUD HEARING�� WALL TO BE REMOVED I a I,i\, �'� (c l'1. '"I I I I I 'w. I I I r .` i ; N01, ; ly , ( _y..._ sae'Axrr.: __.. 4 l) �' , I \• O I ` (1 \ 7 r f •2.0 ,,, � \ I �`.�- � I II � I tl I�+�1 11111' I Jt' � _._ /'' � P 'C•' [-1 � 1 NEW GLU—LAM BEAM > NEW STUD WALL AT EXIST'G ROOF I (r) DIII 2x171 NEW 5 1/8 x 18 1/2 GL BEAM `��•jo SM-o5.dwy t' a 1 -o `�1 n SM—oG,dwy k 2x4 STUD WALL L �, (4• �� �'•� ;�r' v O (i TO BE RI..MOVEU �., (F) PLYWOOD - 51Mf aUN SIEi236 FIiUM ` i ill- I I.1 EXIST IU NLW MOUE SHLATHIN(� v MATCH EXIST. �� (N) PLYWOOD CUT BACK (I.) - — ', r <! / .... I h._,.,..,, I I I I I ), , r —� ` I'L.YWUUD 1 U NI::X l MATCH EXIST. /, I I .' ,.> -; l�\ I I I l ) /� , I IW -�1 + to ROOF al(LATHING �J I�) PER PLAN i l7 L _�I u' I I ( _ „) I , _ , ROOF JOIST AND t � ... 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A\ CFM CFM 1420 14P VOLTAGE PHASE MCA MESH INCHES H2O INCHES ROWS mrjH GFIM INCHES H2O FEET H2O EAT LAT THICK MODEL POUNDS MANUFACTURER MODEL RELIEF AIR REMARKS 2-I AH-_1 _ 3400 1.0 5 200 3 18.0 I-i6i­ 0---4--- 2 10-2 253 29, 0.46 0.245 41 / 104 FARS 154 TRANE I WE I80P3 YES 46x24 HEATING COIL IN DUCTWORK,(OD)- SMOKE pEl ECTOR FOR FAN IU I IjOu" r.) o 111:1 I V2 /30 1315 '1 IRANE LFCA11 YES, HEATING COIL IN UNIT, SMOKE DETECTOR FOR PAN SHUT ID0111N. PARR 3 to 10 208 ";.t v) AN•24600 3 21.0 0 2-V2 q.-2 401 33 0.22 0342 41 1213 2@ 0 _9 ro offlej LOUVER SCHEF-DULE CONDENCDER UNIT 5CHE- IDULE I`;QELIEF INTAKE HOOD SCHEDULE 6 Ar L01 COOLING ELECTRICAL FREE 6TA I IG ACs SIZE TYPE REMARKS UNIT EQUIPMENT NOMINAL FAN WEIGHT MANUFACTURER SIZE AREA PRE650RE , 611 d �> L-1 710,X600, WALL 1-1/2' FLANGE SERVED TONS CFM M15H EER VOLT / PH MCA LBS. MODEL UNIT 0 SERVICE INCHES 5Q. FT. CFM INCHES 1-120 MANUFACTURER MODEL ; CU-1 AH-1 12.5 6000 150 11 200/3 55.5 542 TRANE RV-1 AH-I 4 2 54 54 20 0084 _j TTA 150B 'IC55 GREENI IECK OR EQUAL FHR 5454 1,'21 C-) 20 16,41,05 .065 GIREENHECK OR EQUAL FH1 5454 114-1 AH-1 4 2 4 0 ±=x A. EXHAUST FAN SCPEDULE BOILER 5CHEDULE 1 .0 >_ STATIC FAN MOTOR DUCT UNIT INPUT OUTPUT F5011-ER OFF-RATING FUSIF MANUFACTUFFR MODEL lo UNIT AREA MI5H MI5w HP Groll Ewr LWT WEIGHT FLA VOLT/PH AMPO DOILER i5UrqNL:-R 00 1-) NOMINAL PRESSURE 5 IZ E WFIGHT (A (11) SERVED CFM INCHES 1420 DRIVE_ 14P VOLTAGE PHASE FLA INC14EG FJOUNOB MANUFACTURER MODEL CONTROL5_1 150 ro-ID 23 906 140 160 22 110/1 30 A.U. SMITH LE3-'IDO REF RESTROOM 600 Ob DIRECT 110 1 6.0 I2xI2 45 GREENHECK (121101B WALL SWITCH E50Y'S LOCKER 600 0.5 DIRECT 110 1 6.0.0 12xI2 4D GREENHECK G110113 WALL r) RE GIRL'S LOCKLERI 600 0.5 [>IREcr 1110 1 60 12KI2 45 GREENHECK C-01015 WALL SWITCH HYDR, ONIC PL11"'I'lF SCHEDULE FLOW HEAD MOTOR WEIGHT UNIT SERVICE GPM FEET H2O HP Ve)l T/PH FLA POUNDO MANUFACTURER MODEL EXPAN510N TAN< AIR. SEL: PARATOR AH-1 4 2 208/3 154G OR EQUAL CP-1 ra ro D 1- 60 INLINE C I UNIT SERVICE MANUFACTURER MODEL ET-1 15-1 ARMSTRONG OR EQUAL AXIS AS-1 1 13-1 ARMSTRONG OR EQUAL V 'S-3 BALI, BALANCING VALVE VALVE DRAIN BALL T VALVE VALVE I-II r,� (it) 10->< 1AJ -A L- CHEMICAL EXPANSION AUTOMATIC C-) FEND o�1 f�.>i (r TANK STRAINER--/ I­- - AIR r RIFLIFF . 0 VENT VEN r PER rF-- T z ........ DALL 4 OCHEDULE I k" VALVE -pol- ...... 3-WAY OACKDRAFT PAST FILL CONTROL I .1 DAMPER COLA WATER SUPPLY x VALVE --� 15AI MOTORIZED 3-WAY PREVENTER ........... VALVE TYP.-2 - STRAINER GENERAI_ CONTRACTOR riRmBouRe 13ALL > WITH BACKIFLOW PRESSURE TAP VALVE ROOF CUR13 BY 'S/4 V AL BALANCIN6 FLASHING 4 REDUCING CP_I - VALVE VALVE VALVE T T � rCANT. STRIP A.- TEMPERATURE >e GAUGE TYP.-4 W_ IV pvTuo ROOFING bi MA'I ERIAL 7A 14L9T W STRAINER 160LATIO VALVE [BALL MALL UNION MALL BALL VALVEVALVE VALVE VALVE HOT WATER U),AT512 COIL 5_1 UNION t40T th, J- BOILER BALL Lj_1 VALVE _j LI 1 T RELIEF DUCT CA STRAINER DRAIN LJ_I .G i;� ' VALVE NOT TO SCALE RELT-T VENT DETAIL (D< BOILER FIFIN(24 5CHEMATIC JNIC COI -.I-(I_ NOT TO SCALE NOT TO SCALE (p 0 c I (4) 4xg, PRE15BURE TREATED WOOD SLEEPERS ROOFTOP ri OR CODE APPROVED CONDENSER PAP BY EXHAUST rAN PER SCHEDULE GENERAL CONTRACTOR V) UNI6TF;dJT %44, ALL [BACKDRAF i PIPE CLAMP THWAL-) ROD DAMPEK TYP.-4 TYP.-2 • c"I /44U\ 14-1/;'xl4-1/2' I,r). CLEAR ROOF CUK.5 13Y INSULATION WFATIJER GENERAL cowRACTOR -.1141 TYPICAL COVER OVER u - C EXPANSION ROOF JACK FLASHING VALVES TYP.-2 CANT. STRIP ISOLATION <I, ur VALVES TYP.-4 ROOFING MATERIAL (2) 1-%@ INSULATED 0 SUCTION LINES oak 0 Lt C (21 'x,' LIQUID 77 LINES, -<r - U... ILI LINE OF FILTER DRYER FLOOR- TXv ROOF DECK TYP._2 I - A (D I-we 14'xl4' I.D. (2) 1-44' SUCTION 0 EXHAUST r)ucr QUID LINE13 0011.44 ,, Ir 1 C T14RU ROOF - 1.1 w)j S1 ILL F NO. RooF-rcp IDX COIL CONNECTIONS AT AHU - 1 04 FOR P-3F-1-OW ROOF PIPINGr _.CO,N[DEN,'5EfR F,00F MOUNTING- NOT TO SCALE NOT10 OCALE NOT TO SCALA SCALE 1/4' - 1'-0* EXHAUST FAN [Di- 1 , omi) CONSTRUCTION SET `011 2H I 0I) Mckenzie Str 9835, 9905 BUP2003-00214100132 49 of 58 ........... NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, IL I I - I 1 1 �], y,, )9) c� 1011 ­_1 � IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT /1111 /III /III llll►llll /III VIII /III /III /III /III IIII�IIIIIIIII ►/1111111 llll�lll�lllllllll 11111111► Illlll►ll�lll►{ l I i I f i II ll►lllll►lll�►IIIIIIII I► 111111 11►111111 Illl�llll�llll I c� 111►11111111►1lllllllll ►�Illlllllllll� 1� J91 lj�!a L_ Iui � rii,\T\ 71 L _j ><1 z ?LL:7x, 6.Lv v ..� 11111.1.11 l fY• s�:1.11 i, •I:I -1111 .(711, , •�' v111..1i1 IL'.1.11/I ISr,I::1�s ILI < 1y n6-M L11 1 r D is11 �'3!! Ci r I..IlI• i�. `�, I .......___..___....., ___----•.---....____.._......_.__•---_..__-__._..........._..._..__...._,. .__.._._......_.,_._...__._ ILII -','s��l,iji,,�)�c IPII�'h.l:l • I :'U 1 rr.tlll"iilC) (NO WORK IN `� \ 4I�" �i�)111till TH15 AIk1 Al ` „I 111' , 1 ( �11.,_I1 1, - tom. 1 . L (/1 j 1/1 EQUIPMENT 5CHEIDULE I� HANDL TR rlilLUc(�j '�i ( A AIR HANDL.1-R: TRANE HORIZONTAL AIR _ _ f E. 1 1 i 1 f - � �I ��-' � _ _ I_._ t ...:1L;k J re: x_„ •:j . . ..• �.r> meq. 1 I 1 � I ' . , II � IMI��1:11 ......,. ,........ ... -_.. - _ - _,.. ....,..,..... .. _...___. _ ••> p� r VOLTAGE L ?Q !V/230VI PHASE ,t�r !I! O� C ...... r ''I i C --� M.C.A. L 48.0 IL 10'r Ird p CFM L 1200 .3 E.B.P. � I •..IV,11, KW W : 9.6 L11 14 I. , ._ -.._ LtI u1�LlSlil W1uLLl iiJulSlwull ._ I WEIGHT 125 Ibis. I,.. i �� I.XIPiTINC PT AIC I a 1� a I 1 .. -._ a.; I I r' I ` • ,IIiI uNl! ul 11 Ui�ln III II'I i1i11111 UNIT. R<=l_ocAlE t t• • c' , . ��,.w.�...,.l II CONDGNOER UNIT AS INUICAI W.- - _ - --- -- I I I -_.I) �•�*•- I h1UDLl TTYQI')bA10�0A .. VOLTAGE 2ra8v/23O,v/I PHASE 1-)A 14' O.S.A. DUCT UP TI-IRU ROOF �. C W4, Mllal I iof' »'.•;, ., . . . . "I”, M.C.A. 4.0 1 TO 14' C.R.J. LOCALE MIN. 1' � , I___.-_I : _ __... / I r y I I P :�..rl . II I C.; 1 ' 11 ii SEER L2124 t1 10'-0' AWAY FROM I ANY VENTS L 1 i r 1 I 14•p I .,,,, C ) WEIGHT , 3y3 , OR FLUES .✓ _._ . .. __.. G I I I. _. __ CRL4 i I I r,q ....._._ waw+, s 3•sn. ...., ..-. 1'yTynes: -/Imo, -�.•�._ J - r' Ml ;1 . CAP Y� IL WI f� XIST _ E LNG RETURN DUCT. I • • , .. , . . ;,,' IkELOCATE EXISTING REW I R ; :K . .. GRILLE AS INDICATED. + 1 , ; 11Yr ;moi I __. _".ted• A ..' .«�,. . .•1' ... .1 1. �1 I _ /� ......._— I i 1 I Ire.a,u..�. . . / r• . . 1 1 .. L, ..... 0 I iE=. .I To 1 ^► UaE,T l. I L.._..__._._I I I , , �. I� IIl�cll'AI `)TAFF rtl N, 1 1 ��\ ( l _.. ( 1 NO WORK NO WC.)IK I. 14• x Z0' I I_►+I''L.l „ .. ;I,.:...,:1.Ilg'Ah�LA y•. .. , , _. f_. I •f•••I ., � 1 1 1� II' aK. `� �•. , @¢�. ._ 14'b ' IUG?F .. - "`� IID t MITI loot'.. I1KiAX ( I ( t I L / Ne- ” , S 0 -(2K :1 ('1211.1 I I �•M 1 1 i i �. � I�_. ' 'L:. 'L.. __I. .�__ . .. .� ...:I I I I I I I ;. .,. .;I .. 1.1, .y,, , .. . . ,:.. .... t .... . .. � ,. . ,. . , . L',.., • ...d . .. . . . . .. . r.e. �. t . , 9 i I I 1 I _._. 1• RHACL 0 CONDENSATE' _... _ IL _ _• -" 11 I:,.It°'31iI�s� I ( : . �-•INE DOWN TOI _I •;-_ IMii j �•� I ( R I.Minn/ EXI TING 81 I I ,; v h, �.� ,� 1>•M 1 ;I ti., �>.hl �;; r7,r;n i I ' I --- �:� _. r.a.• ,,.� . _. , ,�.. ..� I 1 'I I- I LJ RooF cu 11, � E SWAM . �O CI3� COOLER AND N I ...........__.... ._.___...__ _ _ J " D T FURNACE 1'O BE RChfOVED �; I .. . . A I 1 fes_ .� f , I. sa•n•� :...: j<1./sr, i .,•x�� I r r I 'rW r•r/� s.y ,. ,, L.L. ._..-__.. . . . . yr i 4 �rd'I�I I ��►� D A E LINE gCX1A�1 TO EXISTING �,[,.,Ll..td . . .L. .,(:A...w.../„� . � •It,,.. w. . . ., .. .._ I•',!a(.,.,td �. .,r.t,...,t.l „��� O ._.. . .. . .... _'I» •.� �� Ila. I ,°,,t (�r1 •d I CON ENS 1 U f _ DEMO EXI$TiNCx ` I I 1 I o-�1I i : .A:�3 SANIIARI' WASTE LINE. RETURN 1•)11CT BACK T 1•. . , . . .. . .... , .... . . . . . , . .I _ EXISTING KIT EN to ; . : ,. . ,. . �, POINT OF CONNECTICN�I I .I I I.. I FOOD TO BE •�L ;) -I 'p. I ; , ..: ' : , . . , .. : .. .. .. . . /''' :� NCJ WOF21� I. ( . . . . . EXISTING KITCHEN SINK TO BE -�- 1 i<. .1. L...r4...1 .�','..��<..<r'. AS INDICA'T'ED - - — 1 -ll REMOVED 1 -� I I NCS WORK f�CMOvkD. O E . . _. ., 1_ (_ _ I I ;•. TN19 AREA , .. ; . . " `x�.._x X I �- �I.„q,,5 'r I' I L 1 I �•.. .,,-•7r1' 1'I IIS Aldk �1 ,�>•�..,,;. ,. RAix' �/ [461'AJ ; X .`s a. I j . „ I4=X 2�' I -I ,, I /d, .. , . • . . . . . . I«a..a a..i.�. .. 1:_ <l..,,I L f!� R- - "�a.._.� 1 - I �. REMOVE (2)EXISTINCs ; . � ^�/ ,i i I r ,, I I . RETURN GRILILS '� ., I ,. ,. .,,,,. •r, ••r,»'•ry. ^}�..�-_) r l ,I i .[.1 I II `I. .I1. ,I, ,1 I I 1 1 1 . ( .. I ' '' ( . . . .0-•LL- _ 2 I I ,i -E ROOFTOP H T'. A `.� 1 1 I - a. BEI R*MOVEED. REPLACE` LTH N C> i US N TO •` `1 _ I + 1 . • ' ...... I I�u►i ) �' , f Ir ) I ( AtlTJl1J. EXHAUST FAN I i (. r L �.l-� �,tyJ _;_ � 11 1 Ord LyCF � •�., �<. .1. . i. ,:1 I REFRIGERANT LINE$1 ,•,.,.,,...„i. , ' . .. ; ... , . ,�..,-,.r.». 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I�' .�� — ♦I� 1 L')� I .1. ,1•. ,�,I k .! / ,',, F.,.1 \,, / (�I L fel l ^L EXISTINGPT A/GI 1.',. ,. .•,1I. . . . . . . 1 r._al.l. .. .. . .I,....r , ., . . . . . -._. ..__._ __.. _... ...._.._...._ _ ._ .____ _.__. ... _._ __. _._ _. _ .,.._._.,__._... _. _.... ....... IINIT. RELOCATEI I I Y' - 4 AI) 104# O.S.A. CT UP «I / - 4 Mll4l1 AS INDICA1 1_—.___1 " �...__ . _ ....... ..__ HR� �o -� R1.-MOVE (2) EXISTING :I - SUI''PLY GRILLES _ Biu) 0 ;1 U) H.V.A.C. MIDDLE SCHOOL FLOOR FLAN � C_.? SCALE I�I'e" I'-I�' < �v ( W Ole -` tL l r•� EC rN �, ,•; .t, I I II'/ ),'� ' I II- L.I NO. I. EXISTIN i H.�'.A.C. IS INDICATED BY A THIN LINE. __. .___ ___._,... �;' 1a....'•.�• 2. NEIL' H,V.A.C. 15 INDICATED BY A THICK LINE. 2. DI=MO WALLS ARE INDICATED WT' A THIN DASHED LINT=. ()I S JOII fJO. _ CONSTRUCTION SET Mckenzie Str 9835, 9905 BUP2003-00214/00132 __.._ 50 of 58 NOTICE: IF THE PRINT OR TYPE ON ANY Tlri � l � � � iii IIS � � Ali � � i Iii iiiIii iii ISI III ISI til ill ilt iii ISI ISI ill Ili ill ill Iii III ISI ill ill tai Iii i i iii ill ili� l �l ill Iii ill � i � l i � ! iii i � i � i i a� W4 IMAGE IS NOT AS CLEAR AS THIS NOTICE ITIS DUE TO THE QUALITY OF THE NO,38 ORIGINAL DOCUMENT �� i 8Z HIZ L1Z e1Z �iZ V�Z F�Z T�Z tri'l OTZ e�[ 8f i L�i elt 9�[ � >b�[ S�T �i i T 1I0�II � g I L 9 II9 Tfi S Z IIIIIIII 11til- �11111III ILII IIII�IIII HILI►Ili 111 li►► I►111111111111111III►lillI�►�lll1l IIII�I►II IIII�►��� ►��� ILII II illLII .IIIIIIII IIII�IIII IIII�IIII IIIIIIIII [RIM 1111111►► Illl�llll ll111 I 111 �1 l ► IIS 1I MIDDLE, SCHOOLREMOD E AREA NN \ �• � SN SN LL INN 13) f /\ ��. 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