Loading...
12855 SW GRANT AVENUE-7 90 80 70 60 50 40 30 20 10 0 s .L a N r-. on M v pv N 2 N O .n CTC W 0 1 C/) 1 y o I Lr - I h � I t SINGLE FAMILY SINGLE FAMILY SINGLE FAMILY SINGLE FAMILYSINGLE FAMILY SINGLE FAMILY N39'53'001 o_ - rI> 6' cYCI ONE FENCE 449.41 �� TYPE C - 10' LANDSCAPE SCREEN 1 30' SETBACK SINGLE FAMILY VACANT FH 1 u cG e= PLAY GROUND CONCRETE SIDEWALK I b g 10' 2 EQUIPMENT PHASE 2 m r. I _ 1 '=s" 2 -0' � 2 w XAUIER RUEDA 26-0 '" TY OPELANDSCAPE BUFFER Ur N SE-Typ. LIGHTS b x� PORTLAND, OREGON Ln I J 139-9. rr SINGLE FAMILY OF O� TWO STORY r _ 6 VACANT CLASSROOM WING ,, of `" �"' . • N I� . z z x U) � 0 20 " COVERED PLAY (E) 6' CYCLONE FENCE16,-0, °' " O car rn 10'- ' LLOOR LLEVANO'�. 20_)6' _n _--- - TSTORAGE SHED - 49 20' WIDE x 12' DEEP__ a? STALLSt RC FOR TRASH / RECYCLABLE oo J HC -t DUMPSTERS W/ GATE N tic . ELEVATOR 3 e . { , STAGE - - PIT: 198.50' HC HC w _._. 3 REFERENCE (E) TRE KiTCIIf-N DAY CAREI MULTI-PURPOSE cn ` ONLY ° FLOOR ELEVATION: 202.50' _. ADMIN o m MEDIA n26'-D" o SINGLE FAMILY 175 Ln 1 (3)WATER VhULTS (E) 6' CYCLONE FENCE W 6° (;YM F71 (E) LI zo' o' FH'i� FLf-VATION: "02.27 -- R X19/.!! (n so C9 Q� {E) 78 s .ws c ou!fM !x! ,�,x!r N1!esu a ens[iw(l1!90] P/XPD�IIIe• 723 (E) TREE m ens a!w Le))!9a _------ !J !Y�Na�t u�R !esa- L DRIVf kIVF_L R `. u.:J..�� � f — 20 CYCLONE FENCE GATE ?� 11 % ■ I _ _ _ i S.W. GRANT AVE. N _ _� ter,,,.-.`- VA S.W. GRANT AVE. �) EDGE OF PAVEMENT-- --- GAS at 3 (E) SS MH AC -0 \`\ p 0(E) EE 7' WATER ACVES 53'504.56' --(E) Gtlrff R - -> --- - - (E) GUT'FR (F) SS MH — 7 r N \T ' WATER (t l ('( W '.'____ r _ _ _ f m 4 VAULT _ -- _ N39*5.3'54"E -15' SANITARY DRIVE — � 4 SEWER EASEMENT /2'-2" 4 W : 116.66 BK 43E PG 623 I o P {f565 (E) TREES I pYCe93.0.] (E) FH / ADD 5' 'STORM DP'..iV FH 25 {E) FH a eos is our(wI!x ss N EASEMENT I STALLS S I � ) H GE (E) TREE 7.77 n•m .c�w Lr !9aa+ Cr' 6' YMCNAE FENCE I ,, CV 1. W� 4 GATE 54-0. 16-0" 54'-0" ) 3' WOOD (Ej SO CB J L1J M C,4 PP (J6723 26-0 q'-0" I 16. FE(E) C'4 CT) 3T-9° — (E) C8 I 90' o (E) 6' WOOD 0 Res I FENCE z !� \`. / SDEWAL E �6/ (E) HEDGE SINGLE FAMILY W m Z 0 LSTR TING H— CD I L \ CONCRETE SIDEWALK �y (E) SDC J S O I" 3 `6' CYCLONE FENCE C/) 0 O o �p •� I I — ! O 5' CYCLONE_ i Cr)NC._W�_— HC FENCE J Q `o C'i - 1 --- I 1 I (E) SS MH p CJ I — O r7 -_- AC RRW _ \ I I (E) LAND ` EXISTING L1J C:) F- o cl - 1 - _ - PARKING 1 _ I DIRT Z Y - -- 28 STALLS ) F--- C.� 1L CONC. WALK DRIVFW I \ i �! E) LAND. -- -i O UG7 LLJ r n. (E 130-- pz s Q WJX�-_PUP^O$E (E) sD ce� r, MULTI FAMILY F- F-- I- 5 I I I I — — 0 5 Q <L (F) TR r i - - 10 NCa 0 1 I LU F- �11 i -I 61-0" LU Q DIRT �y �Q DRIVEWAY- }�- Y _ l_1 I `-- W C) Q C=)u�Q ) (F TREE 85 --_ I Q S2 _J l�j BASE BALL FIELD i I (E) sq cn• _ W C1- F- � o 1 F -- - - 1 J 2 BASE BALL FIELD w=_J - i - W w / w pl-11sox HEDGE tANO -- Dr71DVEWA J —. _. _ r I i wu �t_e[HCH -'i I E 1 " ) *(E� '7Atl CONC. (E) SD CB I ?. CF" TREL (E) CONC. dvr, (E) UTILITY POLE #2011 DIRT d i; DRIVEW I I I •I ([) SD rB 1 I I i wLTI-FAMILY 6 issue date: 01 Aug 2003 J V (E.) 6' CYCLONE. S EENCF job number: 0311 *(E) TREE X2,880 I I revisions: GAS VALVE —`c- 10' C LO FENCE. ■ �y��' yy lf) FREE 181 (F) TREE 263 545'00'30"W- • PROPEIZTy LJ' "_�--- t RrvACY LANs S (E) SD ce (I) 1REE 281 10.04 �, _ -_.__ _ I L 7 10' EASEMENT FOR —\ _ E) ELECTRICAL FEED '-^ Q--=-=:-—��, ___ ®(Fj TREE 264 I I ROAD, STREET AND UTILITY OVERHEAD LINE �' o -- J SK 855, PG 95t WOOD UTILITY POLE --54.5 DO 3D"Wo � (E) 6' cvaoraE FENCE 333.92 - 10' WATER W LINE EASEMENT EXISTING c, 00 oW BK 726, PG 652 TIGARD-TUALATNV '"'-'- - SCHOOL DICT 00 COMMERCIAL aSTRI ' ADMNSTRATION o � UILDNVO "' COMMERCIAL 7 7 OVERALL SITE PLAN EXISTING PARKING IElle name: 0311 0101 � 12855 tiN1'CRANI'A1'l? 2-5t 101'2003-1111444, PLN12003-11044.1, 1`11,C2003-00444 •211113-01444 PACIFIC HIGHWAY • a8 OVERALL SITE PLAN N 90 80 70 d0 50 40 30 ZO 11 10 —~ 8 ._ .. ,. ,•. ,-.. .... sur x�•.• -• .. -... _r -- --• ., .. ^.men.�.aeaseeOw+s.!Il�enwrn^I!.•r+. «•«•w. .._....... _ .,n.,,..,,w.,..+n.,, NOTICE: IF THE PRINT OR TYPE ON ANY C Olt Ili r l Ill Ill l�i l I III 1�1 IIS I I III 111111 I�II11r 1�1 rlr;r 111 1 1J1 �_r�r I�r ,jr ISI rjt 1111II fjl Oji Ijr IlT 1�r rel r I rjI I�r'IjiII�I I(f T�1 I�Ti1�l 111 III I�IIIII `�- IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1l I 14L_ -I L_ _ _ _1 _!1 1 1 ill- 1�l! 12� �,l �t E 13 i BOO 5 IT IS DUE ,'0 THE QUALITY OF THE No,30 ' ORIGINAL DOCUMENT o�� j I �� ���-+I- U'L �1,1 I1 1 Z11II�1111!11 I � 11��lll�lI II�II� IIIIIII�"1►I ►�11111� �,►,ll ►►1 ►Lll� Iilll►�► 1 � ►� 11lWlll�l 91)1111 lllllllW fl... 411 v t '.I.. 90 60 70 60 50 40 30 20 10 0 N C7 r- m Om d 2 c �t G) W N � N - C•7 5 1/2' g• 5 1/2" SOUND BATT INSULATION WHERE INDICATED —FINISH MATERIAL WHERE INDICATED ON FINISH -- SCHEDULE + 5/8" GYPSUM WALL BOARD EACH SIDE (USE CIMENTITIOUS BOARD AT CERAMIC TILE) :' ----5/8" GYPSUM WALLBOARD (CEMENTITIOUS w o 1 ' BOARD AT CERAMIC WALL TYPE APPLICATION - ) --4" METAL STUDS AT 6" O.C. ¢ . SEE FINISH SCI,Er)'JLE) S 50 r N - FINISH MATERIAL WHERE INDICATED ON FINISH C/) N ' — 6" METAL STUDS AT 16" O.C. UNLESS NOTED SAA ,�—SCHEDULE -- EACH SIDE LL , _-- - OTHERWISE o 400 350 SOB Ln THERMAL INSULATION 50C 1. WALL TYPE 50 IS TYPICAL AND I' i HE DEFAULT C/'S N S 200 WALL TYPE UNLESS NOTED OTHERWISE —8" CONCRETE BLOCK WALL - SFE — —8" CONCRETE WALL - SEE �' ---- GYPSUM SHEATHING 500 STRUCTURAL DRAWINGS FOR 50 STRUCTURAL DRAWINGS FOR J.�'�l 2, SEE SHEET 0.1 CODE STUDY FOR 1-HOUR RATED REINFORCING REINFORCING �`� J BUILDING PAPER AT EXTERIOR WALL_ LOCATIONS UBC 16.1-1 WALL LOCATIONS. STUD WALLS AND GYPSUM BOARD TO EXTEND TO BOTTOM OF METAL DECK AT 1 1/2" AIRSPACE 1-HOUR RATED WALL LOCATIONS. STUD WALLS AND GYPSUM BOARD TO EXTEND TO t -`� —4" NOMINAL BRICK VENEER NSULATION CATION5OTTOM OF METAL �K AT SOUND BATT g 1 1/2" WALL. TYPE: 50A - 6" METAL STUDS C r rl TYPE C WALL TYPE 50B - 8" METAL STUDS WALL TYPE 4 Q D WAI IYP� 550 WALL YPE 3508 - 1 1 1/4" CON RETE WALI_ � YPE 200 WALL TYPE 200A - 1" AIRSPACE WALL I Yf- [_ 50 WALL TYPE 50C - 10" METAL STUDS 5 o WALL TYPE 50D -- 12" METAL STUDS ® SIM. - GYP. BD. ONE SIDE ONLY 1' I f FINISH MATERIAL WHERE INDICATED ON — SOUND ATTENUATION BLANKET FINISH SCHEDULE ---- --- 10" METAL STUDS ® 16" OC UNO Z — 5/8" GYPSUM WALLBOARD 2 l`�= TYPE APPLICATION — SEE FINISH ( J R XAVIER RUEpA (CEMENTITIOUS BOARD AT CERAMIL (rte 4 FINISH MATERIAL WHERE INDICATED ON 1 x --- I SCHEDULE) — 6" METAL STUDS AT 16" O.C. UNLESS NOTED '1 1 FIND SCHEDULE OTHERWISE Lls PORTLAND, OREGON 10" METAL STUDS AT 16" O.C. UNLESS 5 3" GYPSUM WALL BOARD NOTED OTHERW,SE J 5/8" GYPSUM WALL BOARD (CEMENTITIOUS i I� %' (CEMENTITIOUS BOARD AT CERAMIC WALL = BOARD AT CERAMIC WALL TILE APPLICATION, Q� TILE APPLICATIONS) C I -----CHASE FOR STRUCTURAL BRACE FRAME S 51 SEE FINISH SCHEDULE) O 4" METAL STUDS 0 16" oc (SEE STRUCTURAL DRAWINGS) 51A I C FINISH MATERIAL WHERE INDICATED ON 401 351 - =. FINISH SCHEDULE - EACH SIDE —7/8" FURRING CHANNELS AT 16" O.C. 51 ✓�J 6" METAL STUDS AT 16" O.C. UNLESS .---8" CONCRETE BLOCK WALL - SEE 8" CONCRETE WALL SEE 201 NOTED OTHERWISE i STRUCTURAL DRAWINGS r OR 51 :� STRUCTURAL DRAWINGS FOR NOTE: Of THERMAL INSULATION REINFORCING � REINFORCING ��"� i UBC 16.1-1 SEE SHEET 0.1 CODE STUDY FOR 1-HOUR BUILDING PAPER OVER GYPSUM RATED WALL LOCATIONS. STUD WALLS AND I ^' SHEATHING GYPSUM BOARD TO EXTEND TO BOTTOM OF METAL DECK AT 1-HOUR RATED WALL 5/8" GYP BOARD LOCATIONS. r.:ZT ^I ( 1 1/2" AIRSPACE FOR I- 3 AAAII"""�77ttt - 4" NOMINAL BRICK VENEER 3 REFERENCE WAL I TYP l= `t WALL TYPE 401A - 4" METAL STUDS 1 WAI_ I_- I �/P E �5 1 WA _ TYPE 351A - 10" 1/4" ONCRETE RETE UI�AI__L_ I YP E 2 WALL TYPE E 51 ONLY � .� WALL TYPE 201A - 8" EXT. METAL STUDS 5 .I WALL TYPE 51 A- 6" METAL STUDS G 5 i/2" 6" 3 1/2• _ l 5/8" GYPSUM WALLBOARD ' (CEMENTITIOUS BOARD AT CERAMIC WALL TYPE APPLICATION — SEF FINISH — -5/8" GYPSUM WALL BOARD (CEMENTITIOUS SCHEDULE) BOARD AT CERAMIC WALL TILE APPLICATION. SEE FINISH SCHEDULE) �.�..� - 6" METAL STUDS AT 16" O.C. UNLESS NOTED OTHERWISE 1" METAL 'CH' STUDS AT 16" O.C. ¢ 357- ---- ',.P.: �TULATION 4 J L✓� I THF SOUND AITENUATION BLANKET 52 -��` —8" CONCRETE WALL — SEE ! ���-"J — LDING PAPER OVER GYPSUM �. J N 52 —� I -� SHEATHING 1" FIRE RATED SHAFT LINER '' —> C4 j STRUCTURAL DRAWINGS FOR � REINFORCING 250 FINISH MATERIAL WHERE INDICATED ON F'.NISH �� LU N `\- I - 7/8" SUBGiRTS - INSTALL VERTICALLY I � SCHEDULE W Z Z 5/8" PLYWOOD f FLAT METAL PANEL SIDING fs� j 41 ' WALL CARPET _ r NOTE: .J LU � O FINISH MATERIAL WHERE INDICATED ON FINISH SCHEDULE STUD WALLS AND GYPSUM BOARD TO EXTEND Ill:= z SQ TO BOTTOM OF METAL DECK AT 1—HOUR RATED r L C I / r c WALL LOCATIONS. Q = v WAI I- TYL"IL 35 j WALL TYPE 3528 - 11 1/4" CONCRETE WAI-L 1 YPL _J� `IVAI_L TYf l 52 T W CD C z - WALL TYPE 352A - 10' CONCRETE Z5 2 - WALL TYPE 52A - 6" METAL STUDS i � 0 I"" V c v v � � �.- z a cn F- 5 5 Q Q FINISH MATERIAL WHERE INDICATED ON z LU ~ � FINISH SCHEDULE W GYPSUM WALLBOARD U� (CEMENTITIOUS BOARD AT CERAMIC WALL V, TYPE APPLICATION - SEE FINISH rs" ~ N �— 5/8" GYPSUM WALL BOARD SCHEDULE) �J -� (CEMENTITIOUS BOARD AT CERAMIC WALL I -�� l TILE APPLICATIONS) I ��- 6" METAL STUDS AT 16" O.C. UNLESS W 354 - NOTED OTHERWISE ■ — THERMAL INSULATION 6" CONCRETE WALL - SEE i '`. L.L �., STRUCTURAL DRAWINGS FOR GROUTING BUILDING PAPER OVER GYPSUM j= AND REINFORCING 251 _ _ SHEATHING ( 1 � hr� — 4" METAL STUDS AT 16" O.C. FLAT METAL PANEL SIDING 6 6 issue date: 01 Aug 2003 job number: 0311 I `YI'E 354 WALL_ TYPE 251 revisions: 7 7 WALL TYPES file name: 0311.02003 12855 SNN GRANT AN'll" 3-53 2003 11UP2003-00444, PLM2003-0044 • 90 B0 70 60 50 40 30 20 10B F1.c'too3-uu.1.1.t Mir NOTICE: IF THE TASCLEA R TYPE AS TIC �I�I IIIII�I III it I1 I hili III IIII I r 111 I�!Illr Ijr ill IJ1 III 1 1111 II! 1�1 1�`III III III IIIIIII !II III IIIJI�tI 111 I IVIII—i ISI IJIII�ft�Ill�1 Ilt�l�t I�III�IiI�I�III T �UOC IMAGE IS NOT AS CLEAR AS THES NOTICE, L I I 1 I I I I � I 14 I I I II I I I I I � I �11I I I �IL__ I�,I I I � i l�--`_ Iy�J �,J (,Z/1'L � �� '`� IT IS DUE TO THE QUALITY OF THE _ --_ -- _ No 9e11 T,T Ic ORIGINAL DOCUMENT � 1111-vi—lil T-- � lIII III IIII lill�ll111-1 I1II1111111III !I1lilllillll I!II IIII�IIlI IIII�I!Itill�llllFH1I11l;T1IIIJ_llIIIlill�llll�IIII�IIII�IIII�IIlI 1111�lIIIllli!�111i Ilii lill Illl�lfll lill�Jlli IIIIlIIIIIIlIl�lll l�llll glllil l ; 's Jl�tlNl. `' 90 a' 70 80 50 40 30 20 1 p n -IT LO f- m z QN W N O O �— (y pppC r. 75 52 48 88 r M 6.3 6.3 6.2 6.2 Z �u o Q � 1 � N rt p "' +137'-4° 1 v _ W8.0. DECK AT GRID +131'-U" G� `1' 1-- - -- 1.0. PARAPET �+12_5'-2" TO. PARAPET --- -- ` .0 +11 1'T.01. PARAPETI Ll +100'-0' -- --- - — -- -- -- - - -- - 171go IL L-1 J_ i FIN 7L-R.-ii SEE 82/5.2 I SEE 85/8.2 62 SOUTH ELEVATION 2 5.1 1/16" = 1'-0" 2 w XAVU? RULDA P, PORTLAND, OREGON r 0[ 98 65 -i2 42 6.1 6 16.1 6.1 _1 1 a7'-4" FOB 0'B.G. DECK AT GRID I +131'-0" 3 REFERENCE 1 3 /��� - - - -- - - _ - T.C. PARAPET Y - — - 125 -2" - T.O. PARAPFTONLY TY 0. PARAPET I S — _ - - --- - . ff RL all - a � aJI 1 _ ❑ _ - - F� ❑ ❑ ❑ +100'-0� —.t +100'-0" _ . FIN. FLP,. FIN. �'_^. ------- SEE 42/5.3 _------_.__ _- SEE 85/5.3 L1J r64_- EAST ELEVA-nON 4 5.1 1/16" = 1'-0" C..) M CV J "J N r. � rs� CL LLJ 0° z o C� CC 85 48 52 75 � U = 6.2 6.2 6.3 6.3 �� Q O O Z c/) o O c=) 1 = w oL i cr o F=- �� +137'-4' �✓ ZD = -- B.O. DECKCK AT C j T.O. PARAPET - Z ; — _ - --- - +125' 2" milli 7 T O PARAPET 5 ...... . ...- . . _ . . . . ..._.-.. .. . a c 5 �_ --- c� FIN. R.R. CL -- = - __- - -- -- n — - w - --.- FIN. FLR. FIN. FLR. 1 W 1 ■ SEE 62/5.4 SEE 85/5.4 66 NORTH ELEVATION 6 issue date: 01 Aug 2003 6 lob number: 031,1 revisions: 42 62 65 g8 6.1 1 +137'-4' B.O. DECK AT 1 +131'-0" - __ - - - - - i _ _ T.U. PARAPET _ --— ... --------_ ------- -- _ --- ---- ------- — - - _ - +125'-2" - - .-- T.O. PARPET –IT BUILDING ELEVATIONS +114'-0" - -- -- --- -" __._ T.U. PARA".'Pyr►' 7 7 �FIN. FLR. OVERALL ❑ -- - --- o — _ - — — — �-- ---- - _ FIN. FLR. FIN. FLR. file game: 0311-0501 SEE 82/5.5 — SEE 75/5.5 _- I 68 _'WEST ELEVATION D11 0.1 12855 tiNN' (:RANT AVE 4-53 561 HUp2o03-00444,PLM2003-01144.3, 40 80 70 60 50 40 30 20 t0 ELC2003-00444 NOTICEIF THE^R'NT OR TYPE ON ANY IIII I III I II IIlI l II I II II II�I III III II I �I I II l rlTIT1�rlllill IIIII I�IIII IISI IIIIIIBII II' IIII l!III I�III IIII I111�Il I � 13�5z(A�O IMAGE IS NOT ACLEAR AS 1 HIS NOTICE, r•or�...,�.;a.y,,.,..,Yrf!n•.. r.,"tlPr�...�n•n e�erv�w-Me:-^,«w, wlwTMleB ^n.r+r.�r.�. —."n..w-...waw....�....,w..,..,�.....,..... ,._r,,.,........r 1 IT IS DUE TO FHE QUALITY OF THE _ _ Notlx IIIIIIII_IIIIIIIIIIII�IIIII IIIIIIIiI IIIIIIIIITIIh_illlllll Ull�l►I llll(Ill I.11lI.lll Ill�ull Illl�llll lllllllll IIIIIIIII I11t St Lt t[� 8 19 tIIIII1I1i11111111Q11 ORIGINAL DOCUMENT L iiiiliiii ����I���� ����I���� �u�iui uuhi� uu,uu i��<<� ► T i � r — ��.�►+7i1e1� .r air t � q 90 80 70 60 50 40 30 20 10 0 rl- ccM SrURRAL NOTES- SEE x.xx FOR TYPICAL BRICK - MATERIALS DESCRIPTION - � VENEER REVEAL DIMENSIONS AND x.xx - - O cr LU C­4FOR TYPICAL DETAIL ITEM: ITEM: ITEM: ITEM: ITEM: o 2. ALIGN METAL PANEL SYSTEM JOINTS WITH EDGE O ___ O O 0_ o 0 OF WINDOW (U NICO.) OR (,ENTER ON INTERMEDIATE O BRICK VENEER O BRICK SOLDIER COURSE O O Z Ln MULLIONS SPECIAL BRICK COURSE 4 SCUPPER OVERFLOW / METAL 5 SCUPPER OVERFLOW / PRECAST � 3. SEE DETAIL 91/7.12 FOR TYPICAL -- BRICK VENEER EXPANSION JOINT O TILT-UP CONCRETE PANELS � METAL PANEL SYSTEM 80 METAL ROOFING09UNPAINTED GALVANIZED STEEL 1 O EXPOSED STEEL - PAINT 4 SEE ROOF PLAN FOR SUNSHADE AND CANOPY DETAILS - - _ -- • Z ^ 5 MOUNT LIGHTING TYPE 'xx' AT x'-x" TO B.O. FIXTURE 1 1 SUNSHADE - GALVANIZE 102 LIGHTING 1 3 SPANDREL GLASS 14 COPING SYSTEM 15 SEISMIC JOINT j C? MOUNT LIGHTING TYPE 'xx' AT x'-x" AT TYPICAL _ Q LOCATIONS AND x -x AT TRANSOMS TO B.O. FIXTURE ' - --- cn U.N O CENTER LIGHT OVER DOOR U.N.O 1 t LOUVER °C N O 17 CONCRETE COLUMN 18 ALUMINUM BREAK METAL � o C4 C� CO-0, N F- 1 2� 75 63 3 63�4 5� 6 7 6� 9 12 13 16 18 22 62 ++137'-4" 1 B.O. METAL DECK a 14 14 ------�8� -{ 7 ) 14 7 1 `J 00 +125'-2" -- - --- -- - --- .._ �_ t T.0 PARPET - -- a -- v 7 n 2 V XAVIER RUE oL+115'-4" I 0 0 �l --� .0. PARAPET 007777777777=_ Z __..__ - O U74 18A 15 BEYOND OND --- - - -- -- -- __ ` . _- may-- t _ IPORTWVD, OREGOf�- - —_ _ -- - - s.----{ 1 �7.4 N - -- - l - a 00 188 18A 188 �� - - 0 L IF 7.4 7.4 .4 �--� L I Ll L__J L - --.. 00 J� -- _ 00 — —--- - --- - -- _.. --+ ----- — - ------ 1 ---- J ------- -- j r1 C--1 _ -- - --- - --- - - [7 F] ,� - - -- +100'-0 - __ -- 0 3L F3 12 0 0 G 0 40) 0 12 32 • CANOPY 1 BEYOND BEYOND ■ 00 7.4 7 4 00 00 00 00 00 7.4 7.4 ■ TYPICAL CANOPY TYPICAL • FOR 3 82 PARTIAL SOUTH ELEVATION 3 REFERENCE �.21/8., ,,_C., ONLY . �22� 27� 30 31 3 ) 6 4 13 16 I = ► I I I 1 I N3N I I I I 2 +13 `I I � LU T.O. PARAPET 4 - 14 7 14 4 W 00 0 +125'-2" 125'-2" +125'-2" V t� 1 00 71::0:0V TO PARA - T.O. PARAPET i.0. PARAPET 11 0 N -- - ,. - - - s, r N r� +115' +1 14'-0„� T O. PARAP l w oC O FIN. FLR. J Q z O _-_ - O = = - � w Q o - - 1s �_ oD ? o — - ::D _ -1 El k 1L.H Ai -I1100'-0” �Y +100'-0" _ +10O'-O"01L - - - -- z FIN. FLR. FIN. FLR. FIN. FLR. 5 Q Q Q �_ N 3 32 �_/ 0 0 Zu� C� 7.4 �/ 00 00 (, W oc Cn C� Cco� 85 PARTIAL SOUTH ELEVATION 65 PARTIAL SOUTH ELEVATION 25 PARTIAL SOUTH ELEVATION W 5.2 1/8.. 1`0" �.21/8" = 1'-0" �.21/81. = V-0" W H UL C..7 W� V i 68 '"S) CR) CQ CM� 6 ! i I 6 Issue date: 01 Aug 2003 I I job number: 0311 I I +137'-4' y .�+137'-4" �I By 0. METAL DECK - I I I B.O. METAL revisions: 14 - - L -- _ -_ - --- -- -- +12.5'-2° -\ - - - - L+1O. 25'-T` r PF T.O. PARPET 12 a T.O. PARAPET `� +122'- -- - - I — ---- -- — -�— - I 3/B - _-B.O. +121'-4 r- e - -- B.O. STEEL DECK `r - DEC+ AT19�RI1) 188 18.1 - - 7.4 7.-f B.O. DECK AT GRID G1'r 14 I� +115'-4° J L J +11.5 -4 � - +115' �.0. PARAPET 10 O- - - T.O.O. COL T.O. P4RAPET 7 BUILDING ELEVATIONS 7 COVERED PLAY ENLAMED 9 - fih name: 0311-0502 +1.00'-0° +100'-0-0" +100'-0" FIN FLR. �a t7 FIN. FLR. '-F - FIN 12855 S\�'GRANT AVE S-53 RUP21103-00444, P1,N121103-011444, V'LC2110-1111444 88 PARTIAL EAST ELEVATION _ __ r2dPARTIAL WEST ELEVATION J.2 - �,21/8' 1 -o" 502 90 80 70 60 50 40 30 70 10 8 e. wraw;wv+r, a*n�iw+*rFl .},Rr..r..*nera„ieae.r<.�w:.� NOTICE IF THE PRINT OR TYPE ON ANY I 1 I I I I I III I I11II I Irr 1 III JillIII .1 1 111 aI I - I 16 flt III-IIII�IuII 11f f11 l�Tll1ll III III I111�I�1 a00 IMAGE IS NOT AS CLEAR AS THIS NOTICE, J IT IS DUE TO THE QUALITY OF THE _ N� ORIGINAL DOCUMENTti, t1i Z litiJ, L Ter BiLt 7,9,11, 4�t ►tEtZtio��at8 8 jL �IIIIIIIIIIIIIIIIIIIIIIIIII111 IIIIIIIItIIIIII IIII IIIIIIIII li!I1-1IiIIIIIIII! IIII IIII�IIIIIIIII�IiIIII,III11111!IIIIIIIIII III 1111rlII!I�IWW1l�IIIIIIIIIi l.illlllllllllllHll 90 80 70 60 50 40 30 20 10 0 GENERAL NOTES: 1. SEE x.xx FOR TYPICAL BRICK MATERIALS DESCRIPTION VENEER REVEAL DIMENSIONS AND x xx —01 ITEM: O ITEM: O ITEM: O ITEM: O ITEM: cm a- FOR TYPICAL DETAIL 2 ALIGN METAL PANEL SYSTEM JOINTS WITH EDGE - - _ - o OF WINDOW FRAME OR CENTER ON INTERMEDIATE O BRICK VENEER 0 BRICK SOLDIER COURSE SPECIAL BRICK COURSE �___/ SCUPPER OVERFLOW / METAL �� SCUPPER OVERFLOW / PRECAST I z MULLIONS (U.N.0) _— _ _ _/ _ T LO 3. SEE DE I AIL 91/7.12 FOR Ti PICAL - - BRICK VENEER EXPANSION JOINT. TILT UP CONCRETE PANELS D METAL PANEL SYSTEM -METAL ROOFING O UNPAINTED GALVANIZED STEEL 1 O EXPOSED STEEL - PAINT o 4. SEE: ROOF PLAN FOR SUNSHADE AND CANOPY DETAILS 1 "' r 1 1 SUNSHADE - GALVANIZE 1 2 LIGHTING (D SPANDREL GLASSl 1 4 COPING SYSTEM 1,Fi SEISMIC JOINT 5. MOUNT LIGHTING TYPE 'xx' AT x'-x" TO B.O. FIXTURE LIJ o MOUNT LIGHTING TYPE 'xx' AT x'-x" AT TYPICAL LOCATIONS AND x-x AT TRANSOMS TO B.O. FIXTURE 16 LOUVER CONCRETE COLUMN 18 ALUMINUM BREAK METALN N U.N.O. CENTER LIGHT OVER DOOR U.N.U. - cr- N cn O Ln V r (V) (U) �1 ) T 98 �S1 �R Q P} , c� N ~� \ 6.1 J f _•.J - .__.___� N N Y W +_y +125'-2" � I L�OOO± T0PARAPET T.O. PARAPET a1 1V B.02STEEI. DECK f f - +121',3 112':t-, f f [7F_ ° B.O. STEEL DECK 2 14 14 7 2 w XAVIER RUEDA r T.O. PARAPET : - - '� --- _ _ -__ - .'"_-."..... .._. T.O. PARAPET � I PORTLAND, OREGON 14t 00 00 10 ,f _ _ _ 0 FIN FLR O., - +100, N� 12 12 C> 0 ) Z-0 0 �00 100 BEYONDe0o, 7.4 74 00 00 TYPICAL TYPICAL 8FYOND BEYOND \ CANOPY BEYOND SDR 3 3 REFERENCE s2 PARTIAL EAST ELEVATION s2 PARTIAL WEST ELEVATION 42 PARTIAL EAST ELEVATION �.31/8., _ 1. 0.1 8., 1'-0" 1�8.. _ 1'-0.. 5.3 ONLY �L CUA H 65 (G) F �E 62 6; �C B) (A� R Q P I� e � z BEYOND BEYOND BEYOND 14) J ° t4 OU 00 00 00 00 Lu JJ 00 0 0 0 0 0 4 LA On �. - a W - - DO - T +128T.O. PARAPET AT + 25'_2" uJ NO1 z L0 En W ° cc —o 0 - T7 ,f BEYOND 0 G - -- 0 [ M = s_�. -- -_ _ - +1 14'-0" -- T.O.1 P Q tU I 00 �� �� I - UO u 1 LU CD 00 r Flt\. FLR.`� b J Ca.7 i� l _� _1 _ i :_ I� ) _ Iz-_� C J C. _ _ _. � 5IF r ----+100'0"lj �� f 100'-0'Oc- N FINN. FIR. FIN. Ft R.'-F z CD F- 32 0 0 0 32 12 0 0 0 0 0 U �0(0 1� LU 00 00 00 00 7.4 7.4 0�/ 00 ��0 00 00 OO 7.4 `/ W �L BEYOND I BEYOND i TYPICAL BtYOND BEYOND CANOPY BEYOND TYPICAL 2 Q L7 � W a. 1= 00 85 PARTIAL EAST ELEVATION 25 PARTIAL EAST ELEVATION -J 5.3 1/8" - 1'-c;' e W � 5.3 1�8.. 1. ., H 2 24 14 17 19 (20 21 (23) 8�r) 6.� (244] �f> 10 14> U 30 2s 6 I I I 6 issue date: 01 Aug 2003 job number: 0311 14 14 �+ 3 revisions: -+-131'-0" _ +131'-0_" +131' 0" T' 0 PARAPET l — - =-- TA. PARAPET To 0 PARAPET 0 -� _. 0 +125'-2' f 00 --_ 0 +125'-2" - -_ - 00 T.O. PARAPET _ �.'f - -_ - - 00 T.O. PARAPET Y +121'-3 1/2" B4' 0. STEEL DECK >� f 00 L_ - I -_----_ ---- - +115'-4" +115'_2" - T.O. PARAPET +1 14'--0" - -- --- FIN. FLR. _ . - - - -- - --- - +114'-0" FIN. FLR. _ - - -----� FIN. FLR. F� N. FLR. --- 7 cul - 00) - �"' 1 __ BUILDING ELEVATIONS -- ENLARGED - b Ll --- `711 _ _ ......... +too'- o'� .�_+_ioo -o" +1_0_0'-0"� �+100'-_0.. FIN FLR ` FIN. FI_R.`r Y FIN. FIR FIN, FLR. F� IN. FLR. file name: 0311-0503 0 12 1 � DOO 00 7.4 12855 SW CRANI at I? 13I'll 2003-01414. PI-N12003-1111444 TYPICAL IAA 211113-;114.1.1 as PARTIAL NORTH ELEVATION s8 PARTIA�_ SOUTH ELEVATIONr2_8-� PARTIAL NORTH SOUTH ELEVATION 5.3 I/R -- 1'-0" „ _- 1, 11„ 5.3 1/8” - 1' -011 - — __ �__ 583 90 80 70 60 50 40 30 20 10 6 , NOTICE: IF THE PRINT OR TYPE ON ANY LIr,lil lil I�i III !!� ! I 11 III III ! I III II III III III !11 111 I III II! illllll 11 111 III ! 1111 II!II�I ! ! III III III I i111 111 111'111 III lil IIIIII� !!! III III I I IMAGE IS N01 AS CLEAR AS THIS NOTICE, I I it I I 4�-- I 1 -�- 61 �.• ( I I ! I L I -I �_I �U� I -� ._11�- Ja YL 31 TOO 5 IT IS DUE TO THE QUALITY OF THE _ _ No Jb'_ss- , ORIGINAL DOCUMENT o� I I �� j ( I l i I i Illlllllllllll illl�l!IIIIIIII!III IIII�III!Illlllllill!ili�l!Illllli iiI111iIIIINI III IIIIIII II III lill I!II !iil�llif�illllllll�l!illilll�llllllllll!I Illlil�11111111i illli�l►!illy !!I�►I!� ►�li�► I�I(Iill!II!I�i(II illy[1111111t�llh1llu1111111llllll1 y Ll s L'ltlli�lllI l u: 90 80 70 60 50 40 30 20 10 0 'S GENERAL NGT S: MATERIALS DESCRIPTION ~-- — _ — `---` — — 1. SEE x.xx FOR TYPICAL BRICK '- _ __ p .r VENEER REVEAL DIMENSIONS AND x.xx O ITEM. \ ITEM: ITEM: ITEM. 0- cn ITEM: # FOR TYPICAL DETAIL _ _ ��J/ - ����///2ALIGN METAL PANEL SYSTEM JOINTS WITH EDGE �-� M OF WINDOW FRAW7 OR CENTER ON INTERMEDIATE \ BRICK VENEER (� BRICK SOLDIER COURSE O SPECIAL BRICK COURSE ( 4 ) SCUPPER OVEI _OW / METAL O SCUPPER OVERFLOW / PRECAST Z Ln MULLIONS ('I.N.0) �--� `n 3. SEE DETAIL 91/7.12 FOR TYPICAL 6 TILT-•UP CONCRETE PANELS 7 METAL PANEL SYSTEM 8 METAL ROOFING Q � t BRICK VENEER EXPANSION JOINT. H O UNPAINTED GALVANIZED STEEL 1� EXPOSED STEEL - PAINT g 4. SEE ROOF PIAN FOR SUNSHADE AND CANOPY DETAILS `-- -- ---__ _ - � ^ � 01 SUNSHADE - GALVANIZE 102 LIGHTING 103 SPANDREL GLASS 14 COPING SYSTEM 15 SEISMIC JOINT Z 5. MOUNT LIGHTING TYPE 'xx' AT x'-x" TO B.O. FIXTURE - - - o MOUNT LIGHTING TYPE 'xx' AT x'-x" AT TYPICAL ¢ � •'. LOCATIOIIS AND x-x AT TRANSOMS TO B.O. FIXTURE �) 5 LOUVER 1 CONCRETE COLUMN 18 ALUMINUM BREAK METAL N U.N.O. CENTER LIGHT OVER DOOR U.N.O. CN M 1 Ln V � N N i 1 29) 26 2 �31) X30) �29 X26) (25) 2 (23 �21 X20 19 17 15 14 10 8 s 2 7) 6\ � \ \\11 14 15N r - I I I 14 � 14 I 1B 2 14 �� � \ +131'-0" \\ T.O. PARAPET T.O. PARAPET too °�'° -- - _ —__._-__— �- - uulusq +1O 28'-2" _ -- +128 -2" ---- - -- 0 n T.O. PARAPET AT STAIR -- ___--- T.O. PARAPET AT STAIR - 00 2 lilt -- 0 Ah + i 14 -0 _.�___ _ J +114'-0., 0 — Q 4' FIN. FLR. -- I _� I Y FIN. FLR. _.---- -------_- ---L\ - — BEYOND 0 00 �y PW AND, OREGON _ _- - Q-` 00 OO 00 - - __ _- ----- - 00 __ 00 j i I - _ \ \ - --_- 011 _ 1V FIN. FLR. munwom' 12� 0 �0 U 0 0 �12 32 0 U 0 0 0 0 7.4 VCAPY \ 00 00 00 DO , 7.4 00 00 00 00 00 \0 TYPICAL B ND__) B ND TYPICAL B ND 8 NG 6E OND e FOR 3r8_2 PARTIAL SOUTH ELEVATIONr6i� PARTIAL NORTH ELEVATION 3 REFERENCE 5.4 1/8.. i 1. o.. 5.4 1�8,. = 1'—o.. ONLY 10 8 6 8 7 6 5 4 6 , (3 ) 6.3 2 1 27 (26 18 — +137'-4� ----- B.O. METAL DECK � � I -_, to W Ui n II(I IIIc II 11I � _ 4 p Ir 7 18 l 1= _ _:_J === _ —.J \�— - —__ _:. ,I _ ,_,\ „ 4 WN. N o- �__JLJo p0 V M L_ +125'-2" I� N T.O. PARAPET J Lu c" _ .. 1 Y 14 - _ - __ - -- _-r��-. � --- --- - +121'-4' N T B.O. DECK AT ARID K 2 W � O O s- +119 -4" z - - --. 0 0 C/� U w _ -_ -___ _____ _. Q _ p I +115'-4 w O � 00 00 J -- - /-' - p T.O. COLUMN +114'-0" Z 0 \- 0 - 00 - �_ C1 BEYOND ----.. -- _ - FIN. FLR. - - � 00 ---) 00 ---_ -_ ---- -- .__.-_. --- 10 186 18A O - - t Q Q 7.4 00 w 0 C� - o � -- 5 +100'—o"� �100'--o" 5 Q Q F1 FIN.FIN. FLR. LCV � fL ;00070 (]00 00 $RFYNn 00 \-- 4000074 zC.D RFNr) ■ cuu,ea RFYnNn TY ICAL W � < � O O 00 W ~ C�1 85 PARTIAL NORTH ELEVATION 35 PARTIAL NORTH ELEVATION w L.L. [w e V �13) 12 Q9) 6 8 ( :� i 6) �5 \4) 62� (\3) 75 t 6 I 6 issue date: 01 Aug 2003 I job number: 0311 -- - - +137'-4 revisions: — - --- - - -- --- - - B.O. METAL DECK 14+125'-2" �lLAL +125'-2" T.O. PARAPET - -- - - —- ----1- - - - -T - . ----r..- - - — - --- - — - T.O. PARAPET`r i 1111 _71 +120'-0"oL T.O. PARAPET AT MUSIC 7 LL___=_ ___I 7 BUILDING ELEVATIONS ;B 1 18A ENLARGED l I file name: 0311-0504 — FIN. FLR. _ +100'-0"F 7-5i 12855 S%N (:R:%NT AVE 38 34 �-- 177 E�c2oo -oo� a PLM2003-00444. 1.4 7,4 r68'� PARTIAL NORTH ELEVATION 5m4 4 90 80 70 60 50 40 30 20 10 8 „ IMAGE IS NOT AS CLEAR AS THIS NOTICE, _-_- _�__- - I - �� lOI _11 I NOTICE: IF THE PRINT OR TYPE ON ANY rtlir 1111111 III'I!I 11111 I IIII111 IIII111 Illflll 11717T�:�TIi�ri11111 lilllll 1I1I111 11 1111 Illll I IIII111 1111111 II1i1111111 I rllllll t11 III III+711111 111 IIIlIII III I I �oOC I 1 1 4h,_I � 1 6 I �r I f t I II �C�twL. l � � J IT IS DUE TO THE QUALITY OF THE _ _ _ _ No.�e a !" ORIGINAL DOCUMENT �S Bt L8 9L Z 6Z S L ij8 �Z �8i BT GT T �I ��6T Si L��t tt Ooo�t Ie 8 II L 9 2wLL12L- 5 � tillll 111 IIIIIIIII IIIIIIIII Illllll llllllnllll lillll Illlllllllllllllllllllllllllllillll IIIIIIII !Illilll IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIItIIIIHII i^F 90 80 70 60 50 40 30 20 10 0 rM M•ACN r- w 1. SEE x.xx FOR TYPICAL BRICK MATERIALS DESCRIPTION '~— ------- _ — z VENEER REVEAL DIMENSIONS AND x.xx - ---- - - -- FOR TYPICAL DETAIL ITEM: ITEM: ITEM ITEM: ITEM: N C9N ��)I iC 2 ALIGN METAL PANEL SYSTEM JOINTS WITH EDGE O ---_— --' - _- -- �0 O _ n c . ? OF WINDOW FRAME OR CENTER ON INTERMEDIATE a MULLIONS (U N"0.) �� BRICK VENEER O BRICK SOLDIER COURSE O SPECIAL BRICK COURSEO SCUPPER OVERFLOW / METAL O SCUPPER OVERFLOW / PRECAST 3 — 3. SEE DETAIL 91/7 12 FOR TYPICAL - - - -- `--- '� BRICK VENEER EXPANSION JOINT. (D6 NLT-UP CONCRETE PANELS � / ) MET,,L PANEL SYSTEM METAL ROOFING Q � 10EXPOSED STEEL - PAINT4 SEE ROOF PLAN FOR SUNSHADE AND CANOPY r)ETAILS _� UNPAINTED GALVANIZED STEEL W �,� �SUNSHADE - GALVANIZE LIGHTING 5. MOUNT LIGHTING TYPE 'xx' AT x'-x" TO B.O. FIXTURE �1 1 12 1 3 SPANDREL GLASS 14 COPING SYSTEM SEISMIC JOINT > o MOUNT LIGHTING TYPE 'xx' AF x'-x" AT TYPICAL LOCATIONS AND x'-x AT TRADOORS TO B.O. FIXTURE LOUVER r� CONCRETE COLUMN U.N.O. CENTER LIGHT OVER DOOR U.N.U. 1 6 1 7 1 8 ALUMINUM BREAK" METAL n_ C14 � o Ln 0-4 6`1 D 6.1 E>\ ' 6 5i (L j (N' P Q 1 V I N F- t. BEYOND - BEY ND +131 N ro Q000 00 OOo � OND0 00 00 pp Q0 '-0" 1 1 T.O.PARAPET 4� �� -- - _ ____--- ___ - -- TO. PARAPET + '%/10, PARAPET AT STAIR - -- _._. . _•-___— �_______ -__ ` - ______ _..,_-------._ ._.--- =:.____'_--�__' .,_---- _ -- --- ( 0090 I 00 +125' 2" -- -'- T 0O PAR • -- - - - - -- +rr+ — -- - -- --- - -- - ..._. - - _ 1 I [ - _ _—__-- ---._ —__ -__ ----- ---- ---- _ - - — — - 2 XAVIER RUEUA t . +114'-0" [ �� 00 -� _�_. __ _ _ �_-_ �I - 4�FIN FLR. - v _ _ q U _._—.___--___ - --- . — Q- q 0 w FIN— __.._. _ r t 1 14' 0" o° _o� ----_—�_�_ _ L-- �o o� --�� _ _ -- -__ _ - --- oo-_ oo PORTLAND, OREGON -- E Ll 1 IIS 1 9 J FIN. FLR - - 32 --- - -- ' FIN FLR,Y 00 0 4-0o) U0007.4� 7 4 00 00 00 \ 00�� BEYOND BEYOND CANOPY TYPICAL FOR 3 3 REFERENCE e55 PARTIAL WEST ELEVATION 1/8" — 1'—n' ONLY T61 W F G (C.,� 61 H J K 9$ H- � N _ z N +_._137'-4' °D " - 8.0. METAL DECK Y W Ln w oz V 4 4 LU M N W M r— +125'-2" — +125'-2' � - pp -_- -- ;, -- T.O. PARAPET Y W °D 2f o -- - -- - - -- -- - ----- " +121'-4' � C7 1I T co B 0 DECK AT �Rlp K c U � J ' 18A +119 -4" 1� W w Lt O 7.4 "� - B.O. DECK-AT GR—fD C' CD C�13 p C000) 115'-4— - T.O. COLUMN `� TOT d I ° 188 18A i W O - 18B Ir p I- n 7.4 7.4 ♦� = W V./ = z z 0.1 4-100 N. -R. z I.- -FIN. FLR. Y ,Q Q (lJ < � � C C-) LD InO W Cl.. 1- OND J '— W 75 PARTIAL WEST ELEVATION F- �.51/81, 11-0.1 _ 1.1.. V 6 6 issue data: 01 Aug 200: 88 48 job number: 0311 5.2 °•1 !1 revisions: 2� 24 22 18 17 16) 13) 12 9 7 6 5J 41 --T.0.1Pl+RAPET- +1 . �2., +122'ECK ��j 121 3 - . 8,0, STEEL DECK -- - - - -- - ---- - B.O. STEEL DEC) Y +1 PARAPET � - . � —__J _ — - _-� -- - -- - -- [ _ _- — ----� _- ---- - --- - --- �-� +1 15'-4" ~- -- --- T.O. PARAPET 7 BUILDING ELEVATIONS ENLARGED J+100'-0" i . .p'_q file name: 0311-0505 { FIN. FLR. - - 12855 SW GRANT AVE; 8-53 11UP2003-00444, VIA12003-00444, FIA•2110 3-00444 95 PARTIAL NORTH ELEVATION �- CLERESTORY 525 90 80 70 60 50 40 30 70 10 8 NOTICE: IF THE PRINT OR TYPE ON ANY I r III III Ili III III III I I III III III I I III III I I"1 III I III III III I i'I I I III III III III III III I I III III III t'I I I f T1 I III I I III III III III III III I i l I l l l III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 I I I I I I I I 4 I I I I I I I I I I I13 zo-5 IT IS DUE TO THE QUALITY OF THE Nu JE 0'z�-- � � OT 4 it L i 91 4 i 1>i E T t t i i T I 8 8 L 8 9 f S L t u� ORIGINAL DOCUMENT S Z BG LZ 9Z Z � tZ S Z i��L � eTi ( I I o� III IIIl11I�III IIII�I111 IIII�Il11 til IIII II IIIIIII �III�1 111►1�1111�11111,11�111111111 ►1111111►IIIIIII�►I�I►11111,1 111 ll�11►11i1�1► IIII 1111 ►�►�1►;I IIIIII►►I I►II�1111 ►IIll1►IIIIIIi,�ITll�lll I►Ilial! llllllll lllllll�— lJllllu lllllt♦1l t . 90 80 70 60 50 40 30 20 10 0 r- co GENERAL NOTES _ _ ---- - = -__--_ -- - --- -- --- - rn �� MATERIALS DESCRIPTION CD N 1. SEE x.xx FOR TYPICAL BRICK — VENEER REVEAL DIMENSIONS AND x',x cr FOR TYP4.AL DETAIL ITEM: ITEM: 0 ITEM: O ITEM: ITEM: — `�' 2 ALIGN METAL PANEL SYSTEM JOINTS WITH EDGE --- - --- Ln OF WINDOW FRAME OR CENTER ON INTERMEDIATE — -� ( ��� z o MULLIONS (U.N.O.) 0 BRICK VENEER BRICK SOLDIER COURSE 3 SPECIAL BRICK COURSE 4 ) SCUPPER OVERFLOW / METAL O .COPPER OVERFLOW / PRECAST 3. SEE DETAIL 91/7.12 FOR TYPICAL J CD BRICK VENEER EXPANSION JOINT �O� TILT-UP CONCRETE PANELS �7 � METAL PANEL SYSTEM METAL ROOFING O UNPAINTED GALVANIZED STEEL O EXPOSED STEEL. - PAINT - Q W _— ----- ---— > cn k SEE ROOF PLAN FOR SUNSHADE AND CANOPY DETAILS - - 5. MOUNT LIGHTING TYPE 'xx' AT x'-x" TO B.C. FIXTURE �) SUNSHADE GALVANIZE l> LIGHTING 103 SPANDREL GLASS 44 COPING SYSTEM 105 SEISMIC JOINT - E - _— MOUNT LiGHTINC TYP� 'xx' AT x'-x" AT TYPICAL Q LOCATIONS AND x'-.x AT TRANSOMS TO B.O. FIXTURE U.N.O. CENTER LIGHT OVER DOOR U.N.O. C-4 5 LOUVER I % CONCRETE COLUMN 1 H ALUMINUM BREAK METAL O -> O C ./ N H (4) (5 i (6 i ( 7,� �8 r 9 ) �122J (1 3) (16) 17 18 (22) 630 31 , 7 zi, 1 +1131 -0" -- , - i -.T Tail! - , T.O. PARAPET�I -- - - t 2D <_ _I +125'-2" T.O. PARAPET �T.O PARAPET - _. 2 I_ XAVIER RUEDA t114- �.0. PARAPET __ FIN. FLR. 773 - ' � J, PORTLAND, OREGON — --- _7 - a +100'—0"09L E 100'-0" FIN. FLR "F -FIN FLR. 1 N FOR 3 REFERENCE 3 82 PARTIAL WEST ELEVATION2 PARTIAL SOUTH ELEVATION _ _ _ 5.6 1 /8" 1' S.6 1/8.. - 1' ONLY �3i 675 3 2 1 +137'-4" - --- - ---- -- ---- - - --- -- - B.O. METAL l a ' [ 1LLJ - 1�---- � - _ 14 c"i T.O. PARPET Y W z 5 C 1— w U .J ED c O O °c: o � � � o C_) C/) LLJ oe ; � � z --+too'-o"'It,' 5 Q Q Q 5 FIN. FLR. c'-4 C�7 z LU a �= � �75PAR11AL NORTH ELEVATION — W H Ll. rW 98 S (R O M K G1 6 issue date: 01 Aug 2003 6 +137' �+137'-4" _ � B.C. METAL DECK job number: 0311 B O. METAL DECK revisions: �•,' 10p 14 +125' +125'-2" _ -- - - --- ----- - T.O. PARAPET --- - T.O. PARAPET � 12 --I 3/8 +121'-4" - -- - B.O. DEC+1AI9�RI�K �.� --- B.O.IT IT I DECK AT GRID G1i - ---- --._-_— _- +1 15'- T.O. 5'—is -- --- ,sB tsA - 7 BOLDING ELEVATIONS 7.47.4 --_ - - ENLARGED IL ' ------ - - _ +_100' -0. �+100'- 0" FIN. FLR �- 17 -I R file name: 0311.0506 12 7.4 12855 SNN' (;R,%N"f AN'E- 9-:3 TYPICAL 11311'2003-00444, PLN12003-11114.13, 1;1.('2003-0044y 95 PARTIAL. EAST ELEVATION -- 5w6 90 80 70 60 50 40 30 20 10 1 1 1 1 I I l 1 1111111 I-1_1 l I -I � I 111111111 II_Jill l l l l 11 I-_l�I 1 l I—V I I l 1 l 1 l l II NOTICEIF THE PRINT OR TYPE ON ANY 1 � I I I l 1 l l I l l l l I I I I IIII II(I�I�I I-I I lI I I I I Zl III I-III -I I 13 z0 IMAGE IS NOT AS CLEAR AS THIS NOTICE, El ' _ IT IS DUE TO THE QUALITY OF THE nc.oe ORIGINAL DOCUMENT � Z 9L LL 9L 97 is ES G tL t Lt 9130X IIIII�IIII ILII IIII►IIII Ilii�llll ILII ►��IIIIII llil IIIIIIIIi illll�lll III Illi Illl�lill 11�1�1111111�illlli�l�l��1►11111 !I ILII �111�1�11 II�I�I�1T���1�11111��1111 �III���II ILII 1111111►Illi►lllll111�1111 ►II►�Iili III1�►lll 1L�Il�I lIL1�llU 1l lillllLi llll►Nll 90 so TO 60 50 40 30 20 10 0 N O N . m � o 85 W 85 6.2 S 6.2 14 17 19 0 21 3 6 � � N N N 1 —' 7e I zs en N �.. SLOPE SLOPE i.0. PARAPET SLOFC SLOPE +128'-2" _ T.O. PAMPEI __ _ - – .–.__ _—_ - ✓__– _ _ _ _ _ --_ – -_–_ i.0.� I 1 STAIR 3 STAIR 2 1 1 L53J CLASSROOM LL HAL q I I HALL SROOM ALCLASI I 14 .l ® 1 I I 1 +1 '-0' +114•_0• FW M ..–_-- LR 1i01. + °o uHpwc — — ' ; -- _,p-s'-4' D A i.0. CLASSROOMCLASSROOM 1 1 1 I,n IHALL Y ® i ; . -. _ HC Z9 I j 2 sV XAVIER RUEDA C I t +100'-0' _—_ I I +100'-0" 10 1 +_ 0'-0" , POk1 l), OREGON FN. M. FI� N, M. v 62 EAST/WEST BUILDING SECTION THROUGH SECTOR Aa2 EAST/WEST BUILDING SECTION THROUGH SECTOR A STAIRS FOR 3 3 REFERENCE as ONLY 8.2 8 10 11 1 17 19 0 21 3 6 30 31 7 7 +13,'-0" ----- ---------- --- - ----- T.OT.O. PARAP --- ---- ET — _ — 9 LLJ III III 4 VW CLASSROOM RESOURCE OFFICE HALOFFI110MCE �0URCE CLASSROOM rum rwfl 3 IIAWrum wcm' a 0' Go Ocwh Z fIN� _ ___ I � - - __ _ —. 1 1 I J G Imo-- C:) ' ' Q z ( CLASSROOM RESOURCE OFFICE HALL 0O®CE RosOURCE pEA START _ S F 1 111 ® g100 Al L +,00'-0' I I V I �FlN. I >- 2 Z Q I 5 ♦—�, 5 N Q ss EAST/WEST BUILDING SECTION THROUGH SECTOR A w4cm �1 w CD � � 6.1 /e•. _ ._o•. W a co J LU 75 52 48 I 6.3 6.3 6.2 B 2 1� V 1 08 4 18 (222D OP 7.1 VARIES SIM e t 6 issue data: 171 Aug 2003 . 1 1 I I I I job number: 0311 li I I I I I revisions: 1 1i, I 1 64 44 l e — _ 1.0 PARAPET 1 IF71 IH-LI- --1 1 I I�+1,6-2 i II� . 1 � I I IhQ 7.1 –�. _ __ - 111 --s SLOPE: •115'-4" , 1 1 I I J 6"/Fr co. PARAPET T.o. Enlc I I I stoPE: 3/ 7 BUILDING SECTIONS 7 1 I IA ST RAGE i GYMNASIUM i i ® R®ROOM WORK RMF MEDIA CEN-IER i j h® 1 ITING LHEALTHOFFICE HAL TT ®K RMS j i +N, I ° I I I ------- ----- -------- I - 1 ® I I\--I'�Lp27 I 1+ 00 - 1 I I fM'. F�R. fib nems: 0311-0601 ,y 129S5 SW GRANTAVE III-53 RI P2003-00444, PLN2003-00444. �a EAST/WEST BUILDING SECTION THROUGH SECTORS B and C FC2003-00444 s.i ,/a,. a ,._,,,• — -- — -- 6a 1 90 80 70 00 50 40 30 20 10 8 . II NOTICE: IF THE PRINT OR TYPE ON ANY rt11 III I�I III III 111 I I ill III I I I T 111117 lr ,lTr11 I,I iJIVII l !! 111 111 1i1 I 1 1 1 111 III I I III 111 III I I IjI III 111 1 III 111 1 1 111 III VI I I 2- IMAGE IS NOT AS CLEAR AS THIS NOTICE. Ill I �I I I I 4 I! 1 8 � . �1 I �� . I I b �� � � �'C,�,,L I I ,ku E) If IS DUE TO THE QUALITY OF THE TTTORIGINAL DOCUMENT �uSuTemI I Ima0mdlmatuuluEmauu6m!0uu uu iuulmFl tuullme maul emduuI Iu lluql,aluduu mdupu 1[�ullluu ullllm Ilduu IIIIIIIIII tIIII IIII Iulllllu Im11at III II I011�11�II1 uldu,l 111� - 30X 9'1 BO 70 60 50 40 30 20 10 0 N M n m OI � b v y N [C N . M ' z o � LL 1 C3 M g M w ^ z N I ac N ! I S N L r l\ N I I 78 �I � N F— _..�. / I _ +125'-0' 24 i T.O. CONC TILT-UP 71 I ji 1 SIM 1 -- - +120'-0" fi - - - -- -- --- - -- - - - -- -- - - _ - _. - _.. _ - - - - - ---- --- - T.O PARAPET ZE BOILER I 1 1 HALL T I - ---- STORAGE STAGE MUSIC COOLER FREEZER STORAGE ��� l 12 rumi _ _�_ +100'-0" 5 C JJJJ� - �- 2 V Z --��� -�z.��— xAVIER RUEDA � - ��OORTLAND, ORFGON r8i` EAST/WEST BUILDING SECTION SECTORS B and C 6.2 1/8.. = 1'--0" FOR 3 142 �D� 6' E\) �F) G� 65 H J L (N) P O�' 3 REFERENCE 6.2 r� 6.1 _1 6 1 I ONLY I I I I I I I I I I = I I I I I I I I I I = 1 8 +131'-0" /L \ 1 T.O. PARAPt.i S I - - - - - - - _ I I W 4 rt 4 W CLASSROOM RESOURCE CLA:�SROOM MESOURCE CLASSROOM CUST I A225 A22$1 A205] I A206 A201 8202 -� N ,. N YFIN1 FLR.O-- - -- _.-�---- ------- ---- --- - _ _ - ---- - - --- -, -- -- - -- - - -- -- - T - - -- - - - --- - ---- -- - r - - -- - - - - CLQ O 2 -T 1 1 1 T I T r T T T �- T T T. W z o - _ I CIC F W J u oc O O z C/) CLASSROOM RESOURCE STAIR 2 CLASSROOM RESOURCE SPECIAL ED OFFICE GUST °G A125 A128 S-2 Al 5 A10 A101 8119 8116 = < * C= O !- FIN. FLR. - - f - — L- C4 i.- U N: >- -3! Q J waw (� z' WW 1,n Ln r8-5*'� PARTIAL NORTH/SOUTH BUILDING SECTION 5 H-- LU.2 zCD LD Lr) W a. I- ccoo J W N P CQ b8 �T cy) Li I I , C3 i I s4H Q R 9$ �T ;I I� �/ 6 issue date: 01 Aug 2003 7 I CI \ job number: 0311 / I +131'-0" reosions: - � I I ---------------------- ■ � 1 I T.O. PARAPET`I I I --_-- I 74 SIM 78 84 I 74 I 64 ~I J I 7.2 78 7.2 ...1 / +_125'-2" �"� 7.2 7,2 108'-Q" RADIUS _._ +125.-2,. / _ 47' .6" RADIUS - --- 54 'r.0 PARAPET T.O.� PARAPET —- _ . - ---— T.G. CURVED BEAM 1 0. CURVED BEAM ---}---.- I I - W I 0 COL U,. 7.1 _ _ +121'-3 1 2' I -- - - � ♦ / -I T.O. STEEL 0 GRID UNE T I I I 1 *---`-- I 54 - TOP OF STEELNE C U ST I - . .�� ---- -- - -+116-11 3%16 ' I ( I I �I I I ~' - - - _ +116-8 1/8' 1 I 1 +115'-2"�_ T.O. STEEL � +115'-2" TOP OF STEEL 0 LOW PT I 1 T.O. BRICK I I - --- I i 1.0. BRI T BUILDING SECTIONS I I I I I I I I I HALLI I MEDIA CENTER I I OFFICE LUST I JALLI I WORK ROOM I I STAFF ROOM I I I e101 I I I I121 LB U10 alos 6 o I 1 I I 1 I I I I I I I I I +100'-0" _��_ FIN. FLR. FIN. FLR. FIN. FLR. Y file name: 0311-0602 ■ 0000■KJ 12855 SN%'GI4AN I �� I: 1153 v, ( 11111'2003-00444. I'l.NL.UU3-011444. 1':1,('2003-004-44 ss PARTIAL NORTH/SOUTH BUILDING SECTION 4s NORTH/ SOUTH BUILDING SECTIONTHROUGH SECTOR B 6.2 1/e' - 1 r1' _ 6.2 1/'9,. 1 0.1 — — — -- -- 90 AO 70 60 50 40 30 ,.,� .ftffill �M NOTICE: IF THE PRINT OR TYPE ON ANY r1r 111 I 111 1111i1r r r 111 111'1 �I I Tl-IIT 1 11 - 4 rrr rjF t IIITlillll '11[111111[11114 111 rlllllr ►g Ilf illjtlr I i�l 7�Tlljl�o 111 f�l�lltl 1113 1111111�� 1 i r I l_1._ C'_ - �- 1 _� ! II i-1! ,r��_ ,� 13 X00 5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, .. ) IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAI-DOCUMENT 1II � 1 � 1 ► 111� � 1�� IIl� IfI1ff 1i �► � �I � II 1; II �lIIlll4111-111IIlIIIIIIII IIll11�111�II► ll ►l►l lll�lllllll1lli��ee � I'I11 �i b Lll T�1�°1 Il illi IIII,1�11 s •A • 9�+tia ;q 90 80 70 60 50 40 30 20 10 0 N r� c17 Z O v cv UN O M O Ln M O 98 W M n W G I SIM 18 I N µ4 I .2_11 °C C4 M --.- - - N c +125'-2" � u, T.O. PARAPET `r — SLOPE. 3 8" FT I 1 +120 -0" Lr 0 PARAPET VARIES T.O. CANOPY f I 1 I HALL -— -- H® e1z71 I I � 0" - ---- --- - -FIN.—FLR. i 2 2 XAVIER RUEDA r5i NORTH/SOUTH BUILDING SECTION THROUGH SECTOR B _ J, PORTLAND, OREGON OF 68 W I �8 �1 FOR 7.1 3 REFERENCE 3 ' — — - - 126'-6" RADIUS -� HIGH PT OF ROOF TR- USS� 1 - T.O. TRUSS ONLY 24 34 L �— � � 78 7.2 , 7.2 I — J SLOPE: 3/8"/Fr I 1 +125'--0" Jk +125'-0' -- { 1 I- - -- — { „-- — 1 T.O. CONC T.O. CON(; TILT-UP t2 - i W ��+115'-4" 'T.O. COLUMN -� I I I i I I I a W I I I I I I GYMNASIUM STAGE MULTI—PURPOSE (,OVEFEUPLAT r, I I I I I I I w cJ I I I I i I I I CL W m z 0 Lo I I I I I I C= C/3 F- w +100'-0" CL — C= - - - FIN. FLR. LU � CD ' _ `U o 75 NORTH/SOUTH BUILDING SECTION THROUGH SECTOR C v o �-- 6.3 1/8" - 1'- 0" c.) C= ~ 5 Q - Q 5 CN cc: ZLJ.J CD o W Cn < o IM S � X38 W W ~ N K I I 7,1 1 I I — - - +13.7' ♦ , 126'-6" RADIUS , HIGH PT OF ROOF TRUSS`r V 1 I 1 T.O. TRUSS issue date: 01 Aug 2003 +125 -0' 1 number. 0311 +125'-0"T.O. CONC TILT-UP - -- --- TOCOrL. revisions. ��- . I 1 I . . 12 -- — - 3/8 (-- a_ BOILER I { 1 a: C20� I 1 I +1_1TO.�5 -4" I 1 I I Y COLUMN 1 I I i +112'-C" COVERED PLAYFI"'N. FLR. C� - FREEZER J KITCHEN - -" — HALL OFFICE I GYMNASIUM �� C111 LC109] �C101 i C100 7 BUILDING SIC•110NS 7 +100' +100'-0" I I - o"� FIN. FLR. FIN. FLR. — ( \ / NORTH/SOUTH BUILDING SECTION THROUGH SECTOR C _ — ---- file name: 0311-0603 12b...,SSV GRANT AVE 12-53 BUP2003-1111444, 1'0121103-110444, E1,c2003-00444 683 90 80 70 611 50 40 30 20 10 8 a - .� •^T.'. .r:- - xr, --q.n:. '11k1Y.rIMsM•ramwN'.=,V>aw•,.:_• :"MInM•'.. W.w •m,w�'MiMMlll►ARM.'. 'C,'.. •. A,•Fy ....r. .. ... NOTICE IF THE PRINT DR TYPE ON ANY III III III III III III I I I I III ! I I I I III III III III III I I I'I I III I I III III III III III I I III I I I I I I !I I I' III III I I III III III III I I I I I I l I I I I I III 1I I l I l l l t I1 I IJ I I � 1 14 1 1 � 6 - �-� r I I I I I I I Ill ITck 1t l3 X005 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �____• —��—_—� -- - �� -- IT IS DUE TO THE QUAL11Y OF THE �- N. 7e a M ORIGINAL DOCUMENT S Z 3L GZ 9>G Z �Z S Z TZ Z eT 9t GT 9t vl[ 6t ST aT LT 41 T1111 611,11111 AliIII. IIII IIIIII IIllAlilW lllllll Illl�lll �.l 111 lillll r 90 80 70 60 60 40 30 20 10 D I nM m N \ V� \ 42 IJ ( 27� M M ) . \.5 lI "T 7,5 SMOOTH 1 _7 18 38 z 5 , 121'-3 1 2 _ r, CURVED — 7,S � W14X26 STEEL --- a I BEAM FASCIA /f CN 120'-0"_ I n I I I -- I P4RAPET I - 0. PARAPET ? o i i Q�d �----- 4X4X12 4X4X12 <r V 1' S" "i ♦�� _1- i SOLDIER - SOLDIER 25 tO 25 I COARSE COARSE c i I PRE-FINISHED -- / _` -- - 116'-11 3/16° I WAIL PANEL, 1'-5 o 1, 5" _ %_ 116'-11 3 16" .icc - 18 T OF DECK 43 1 ATO, STEEL I OVER 3 1/2 G� I i i i i FURRING � I 7.5 � •�,� � - _ ® GRID LINE !�`.• -i w 1 15'-4.. I - I 1 15.-4„ ; ' 1 15'-4" I _ 115'-4" 115'-4" BUILT-UP ;1 _ _ - -- - - -- - -- - . -- - _ _- I _#_ -- 0. PARAPET - 0. FLASHING ! 0. FLASHING O. FII�SHING PARAPET ROOF I �--- - ------ I I �, ; I I � I a 4X4X12 I 4X4X12 \ 1 -f -- 4X4X12 ; �-i - 4X4XI2 SOLDIER i SOLDIER ' ; `I♦ ' SOLDIER ``L - ; ; SOLDIER 1 - ' COARSE _ _ COARSE COARSE �, I _ I I COARSE 4X4X8 BRICK VENEER, j �♦ - : r TYPICAL_ - - -_-- - I I 4X4X8 -- -__ -- - - 4X4X8 BRAKEMETAL } -- SOLDIER = _ _ SOLDIER RIM 7 1 COARSE 4X4X8 -- _- COARSE 7 4X4X8 BRICK BRICK 1 VENEER _---— VENEER va �' �m TYPICAL o, TYPICAL "' I I N N N V' N N I N in u, 'n in u� I I in i o . 00Ic 2 1 r� XAAER RUEDA n WOR OFFICE o STAFF MUSIC N MUSIC rM 9 0 ;, W 1 1 7 I J, PORTLAND, OREGON 'i♦� on 4X4X8 J I 4X4X8 m BULLNOSE l" OF 0�� SINGLE 1 -- L ( BULLNOSE _ \ SINGLE 1" SLOPED L ` C-4 - N �' BULLNOSE N CORNER + SOLDIER40 , M COARSE Ks COARSE `�N 100'-0" / �� 100 -0" - --- - - - - - i 1 ` I I �/ / I I o f i a. `� � s2 I ,' 14 J '' �� 2 :0) 32 _.._ 12 V FOR ----------'� ------ 7,4 ----' 7,4 ----------'� 7,4 ,♦`----------�� 7,4 - � 7,4 SIM 3 84 SEC110N MEDIA 74 TYP SEC110N a ADMIN 64 SECTION a ADMIN 54 SECTION • STAFF RM 44 SECTION • ADMIN 34 SECTION BRACED FRAME z4 SECTION • MUSIC 14 SECTION MUSIC _ 3 REFERENCE 7,1 3i8" 1 -0" 7.1 3/8., = 1' -0" 7.1 3/8" _ l'--O" 7.1 3/8" _ ��-0" 7.1 3/8" = V-0" 7.1 3/8" _ V-0" 7.1 3/8" _ �'-0" 7.1 3/8" - 1'-0" 2 2 w ONLY S � � e76 \,L6 7&6 1 71-7 137 -4 I A0 z W a M I ! 4 W SMOOTH I M CURVED I W1 6X40 I I STEEL V) . I < a N b `♦ : BEAM o a b � M W FASCIA ' N 1 cNJ rn CD I ' I M LU cO C/1 F- w _ S= � 25 1 1/2" J O cn cc CD _ 7,6 METAL PANEL � ®` `�- i .i .. .- ♦i FASCIA p � � M I CD CJ ♦ , w O 1- cn 2" N I I -- — — I N I - _. I —_ C, W T.O. PARAP % / i s / ru �- 1 Z o W ac c� Q ED n CONC co CONC CONC -CONC TILT-UP TILT-UP TILT-UP TILT-UP I TI�NrUP w ~ PANEL PANEL PANEL PANEL I I PANEL J `r V ^ w 18B BU20ER 18B - - 18B LL w 07 7,4 7.4 ' I I 7.4 U 15'-4" JT -T— i I 1 ,0. PARAPET 6 1 ( I 6 issue date: 01 thug 2003 I I job number: 0311 ` N 112 -0" N N ' . N Vl o revisions: 11n L,O 1. W L, Z N I cV N N N r N N d ♦ ',,j J„'o N , 4• N 1 I WORK "' COOLER OFFICE GYM GYM GYM QTOR E STORAGE M.P. GYM GYM u' 0101 ® ® C100 C102 C102 0103 C100 C100 z _ co 7 WALL SECTIONS BULLNOSE ( I SLOPED L m 100 1w go o. CORNER `� SILL BRICK u, to 92 `" 7.4 -- --- .-- -A ---- - _ 120'-0" file name 0311-0701 ' N l� - - - ___ -- --_-__ __ _ ..�.—. - r 12855 SW GRANT AVE 1 t-53 i lil'I'21)1)3-00444,PLM2003-00444, 14 ______-- l?L('211113-1111444 % 1 -------- 7,4 I (� I 57 1 I 53 I1 O� I 57 , --------------'� 7,4 ------ 77 4 88 ' WALL SECTION • ADMIN 7: WALL SECTION 68 SECTION • GYM 5 SECTION e GYM 48 SEC110N • GYM 38 SECTION • STORAGE — 28 SECTION MULTI-PURPOSE 1 a SECTK)N GYM ------------ 7.1 3/8" - V-0" 7.1 3/13" _ 1'-0" 7.1 3�R.. _ 1'-o„ 7.1 3/P' - 1'--0" 7,1 3/8.. � 1'-0" 7,1 �/8" - V-o" 7.1 3/e" - V-0' 7,1 3/s� _. 1 -o 9r, 80 70 60 50 40 30 20 8 NOTICE: IF THE PRINT OR TYPE ON ANY CI'Cr !l r 11 I 111 111 III I i i�I,i, i I i III I I I I�t I I I:If 1 I I I I jT T7 r I I I III 1111 1 111 111 III I ISI I I I I III I I I I I,Iy I I I I I I I I'V I I I Ib I I I I I III III V I I I III I I I IS I I I I I III V I I I III III V I I+h I UCS C� IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I ( 11_ I I I `_I II I �) '_ 14 -I I I I_ I �L I I!1 I I 41 I I I I I 1� I I �"'I yL I 31 ` c IT IS DUE TO THE QUALITY OF THE _ ORIGINAL L,OC'JMENT fi BS�L LS L �LIIfL S E II LL G 8T 9T GAY 1 4t i�S�T G�[ LjL oT� 8� �e, L� 9 9 - IIII IIII�III�IIIIIII�IIII IIII�IIII 1117I11�lllllllll1111111Jlllll�ill�! IIIUIIIj�IIII�IIII II IIIIIIIIII�II►IIII IIII�►►Illllllillll III1I�IIIIIII�I�II II IIIIII�I VIII 1111111111►11►I1111111Ulllll�l�llllllllllll 811 lll;llllull i11�N11 90 80 70 60 50 40 30 20 10 0 Y Gofi o � �` CV tY .•J � M 0 O z � Q cr .i (Z- Q 2 0 ( R .I T _ ..._ K K _ _Q � 125'- ,' =4i N M > O - n C-4 0o C4 04 N ( N4PBOT OF DFCK ' / I I HIGH PT CURVE w / -.-.-...-,-;.ti.•.„.,ti.,,.... L , `i � jc � III I M N I I I _ I I I N II I I o V I � III III I `-- � I � M M M 1 1 `►t11s1 ' 6 �918B TYP �DECK UT 7.4 18B 18B I I 118'-4" 111 0 GRID LINE .' `� .74 7.4 I — ---- 11 15 -_2_ `t FSI 0. BRICK %. l 1 _ i i C �D A. { 2 I I I I q I 1 i T O. STEEL I . �C> G�/�� 4 I . III I N N 4 i I 2 XAVIER RUEDA o I I toII in O In r '. N , I I PORTLAND, OREGON I - 4 �- ---,� N N �a - 1 I I N N40 w w Ulm RUH v I N ' aoN N I I N // \ ' in in I IHALL HAo L o MEDIA MEDIA MEDIA _ KITCHEN M.P. HALL 18A III FOR �I I I 1 3 � o � B121 N N C111 C103 C109 7,4 VCT OVER CONIC SLAB ON I I SMETAL UPPORT E WALLSOVER 5 EMU 78q 18B o 3 REFERENCE ISTRUCTURAL ` 7.4 i co ONLY — - - - •I - - 'o — 2X4 BUMPER 0 CART DECK HT „1 ---- - 0 BOTH SIDES EACH CMU N • 1 100'-0" i i' ' 'I i - f -- -- ` I, _ _ N SUPPORT WALL .-- ------ - - -1- - ; . p I 1 1 1 555 ----------_ 12 TYP. 1 i 7.4 Q I I (-\\ 1 I 7.4 e4 SECTION • HALL 8101 7a SECTION • HALL 5101 i s4 SECTION • MEDIA CENTER 54 SECTION • MEDIA CEN1 FR 44 SECTION • KITCHEN 7'4 34 • — _ W SECTION MULTI PURPOSE 24 SECTION • MULTI PURPOSE 14 SECTION • HALL ENTRY 7.2 j/8' � i'-o' 7.2 3/8" _ 1'-0- 7.2 3�8„ _ �•-o. -- 7 j/e,• = i'-o- —._— / - - 2 7.2 3 8 1 -0' 7.2 3/8•• _ �'-0- \ ].2 3/8" e r 90 e0 70 60 50 40 30 20 10 0 4 13 10 Q Sm tm ♦ 1 -:72 125' 1PE2" `♦ -h—qI� 125'-2" IIIlItI1�IkII,�II,i1'i1 s.. 1I .. ;3 1'-0' — T.OPARAPET TO.PARAPEf 2'-7* I I -6' 1'-Y 1 1 " PRE-FINISHED 58 METAL PANEL 7.517 OVER 1 1/2 METAL FURRING T.0-PIA—R-�4 t15'-4" 14•_6• RAD I T.O.STEEL Ae , 1 1/2' x-BRACING PRE-FI (SHEDSEE ' G�1i¢s�g0n* 2 2 ANER jE0ACTSTRUCTURAL A REAL FURRING PORTLAND, OREGON OF I3 , mcN~�NrN0v i , QEF MEDIA RECEPTION HALL RR EIA CENT HAL WAITING' HALL I 1 1 E® IIS TBB1-2 fl " I I I i 1 i n FOR II N I- 1 1 �.-0. i ' �.OJL_ J IL _J REFERENCE 3 IJ L1 � � . Co,' ,� � H LL 3 ea SECTION THRU ENTRY CANOPY sa WALL SECTION s4 WALL SECTION as WALL SECTION 3a SECTION • HALL 8101 ® 0 N LY �1 �1 �� 7.3 Sib- = r-0' 7.3 3/s' . r-0. 7.3 3/8- = r-0- 7._)WALL 3/8- = r-0• 7.3 3/e" " r-0• i I i R P ...._.. ,-_ . ... I 24 SECTION THRU FIRE DOOR I 7.3 .v8- - P 12._1,. _ W 2'-7' 7'-0' _ 2'-7' j I -J ROOF 4 I H HATCH ACCESS _ 131'-0' 4 W c•� N rn I M O Z 1 I PRE-FINISHED = y r W _ — 1 1/2" W C z 0 I I 58 METAL PANEL fL 22 OVER 1 1/2- FURRING O i"' I 7.5 METAL FURRING Q Z W' p O crQQ CD __ I ...•. 18H II I 1 �..� U 1 7.4 I _ SII II If • '-- y Tn 9 . "T I II 1 0 C.4 g TYP 5 I I jl II 5 Q N a B aE CONIC OFFICE ii jl M-RR CUST STOR n Z �a I PANEL E52a� II I II A20 B�220022I1 �- W Y y II I II Y C U F, O I II II I C a F m I I II I ROOF ACCESS LLQ I II I LADDER I J t'-6. •.. 74 52 11 1 _52 I I W I •� II 1 II LL _ II II V I :1•. .O.ST"EL 8'-4" RAD I 114'-0" n tt� I I HY - II IP =_--- --__ t 1 g � _ 6 issue date: Ot Aug 2003 1-HR RATED-- I I SHAFT i° ENCLOSURE FOR II lob number: 0371 '� I I DUCTWORK, II - - - - - - revisions: COORD W/ MECH � I L.L_LJV i y I w' I I WORK L�FC ® MEDIA OFFICE R01 I TUIEFi HALL ® 1L9�,nwl Ic,001 7 [® ® Al LB102 701 4 7 7 WALLSECTiu"NS I I - OU'-0" .. . . . . ..' . . 100' 0' ... . _ file name: 0311-0703 L_J L_JLL _J L 1'-e" x I'-B" x 1'-8" SUMP PR IN q FOREGROUND, SEE I'xCS�qli I, \\I w't: 15.53 STRUCTURE Bl 1"(103-110444, I'1.M20113-0114,1J. EL( '_0113-1111444 7 . 3 se SECTION THRU EAST ENTRY CANOPY 6e` SECTION THRU GYM ENTRY CANOPY 3e WALL SECTION • RATED SHAFT 2e SECTION - _ �yATOR 7.3 3/8' - V-0- --- \L3,/ '.-0.. — ---- 7.3 3/a. a I. 0.. - -- -- 7.3 3/s. - I -0- go /s' _ I -a"g0 80 70 60 50 40 30 20 10 8 NOTICE: IF THE PRINT OR TYPE ON ANY (11� IIIILII III IIIIIII1�t Il�T111111[t)•fiT 1�1jI1f1'�fIf�TE1f�iT11T1T11TKY)'iTIft1TI11iT�i�l 111 It 117 FI 711. IIID T�� I �l IMAGE IS NOT AS CLEAR AS THIS NOTICE. I it II 31 gfl . l , l8 ® f � I (r l�l 1111 I I1 J J IT IS DUE TO THE QUALITY OF THE •�.:. - ORIGINAL DOCUMENT LB B0 B fB B t l P-, t LI t t T 1 t 9 f Il�ulull mduu mdml uuluu uuluu I Wdll ul�m Iuduu uu6mluulull ml6m uuluu uuluu uduu uu6m lulllm uuluu uulR � mdm m uiP'� ' 30X r. w `z I 90 80 70 60 50 40 30 20 i0 0 s � a co z � (O_7 N grid grid grid M V-4 1/2" 5` z o STM p_- - 1 7' o sIM g CONIC TILT PANEL ° SEE WALL TYPE - - -- CONC TILT-UP PANEL, GYPSUM SHEATHING ON METAL !---- BRICK VENEER W/ 1" AIRSPACE GYPSUM SHEATHING ON - BRICK VENEER W/ 1 !/2" n I I SEE WALL TYPE STUDS W/ BATT INSULATION, �/- METAL STUDS W/ BATF AIRSPACE Z II FRAMED WALL I I I ° , n SEE WALL TYPE FOR STUD SIZE BUILDING PAPER - LAP OVER INSULATION `�. > o I I NE OF FREEZER WALE , .�--�--' I I ' " BASE FLASHING BASE FLASHING - OVER N 17 5/8"I CONE SLAB ON VAPOR - -- CONE SIDEWALK W CONE SLAB ON VAPOR BARRIER /�' MANUFACTUREDP F __ i - CC N II, LINE OF FREEZER WALL— I I / _ice WEF TOLE CONIC SLAB ON VAPOR BARRIER MANUFACTURED WEEP HOLE S M I ' I I I BARRIER OVER GRAVEL BASE THICKENED SLAB EDGE, OVER GRAVEL RASE (SEE "�'� DRAINAGE SYSTEM OVER GRAVEL BASE (SEE �- I DRAINAGE SYSTEM c I I ,, 4,. 1" i I I ; I i 1 4" 1 1 I (SEE GEOTECHNICAL REPORT) OVER 2" GRAVEL BASE GEOTECHNICAL REPORT) I ��t GEOTECHNICAL REPORT) ��- cn In WEEP HOLES AT 24" O.C. ^�� .I WEEP HOLES AT 24" O.C. `7 N -- f - I N !- - BASE FLASHING W/ DRIP EDGE _ } - BASE FLASHING W/ DRIP EDGE 1 LINE OF FINISHED FLOOR LINE OF FINISHED FLOOR -- ° ° • e ' 1 -- � GRADE WHERE OCCURS --GRADE WHERE OCCURS 1 ! ' TOP OF SLAB TOP OF SLAB ° - 112"4-112' - -- - I C }t(`}• �f'��el, I�i�_J�,dl�jC, 1 `,�` --- _- _ ` - — n ° - r, ,'�.G'�,� -1'7 id ) L�\. �./\ ° _I I II I I- I I I`-1 I I---`I I i l�\ 1_ I ^_I '� a ' Q O-� 1-) r' I FILTER FABRIC - (j O FILTER FABRIC --I — -- 4 =1I=III—,) LI _-,I I�= 00 0 0o G � � �{� +-- I I I�- ,_no c) ', ,�---�-. L 1 �� - - \ FlLTER FABRIC- -�� 13/4" MINUS GRAVE _ , •(1 n en ° n a n ° I I I—1 I Ii I rI I --I (? L _,_ --! - MN t1�4�—J I IT IL_► I p�o. —I 3/4''11 U C�Av ._I I S 3/4 MINUS GRAVEL_ I - __ l.- P- 4 ASTM D2729 - L j ° 4" ASTM p 729 - _ n a a a a n 'd ' I 1-1 I II---.I_G � (. 'I I_ Cl - L✓ r. 4 �J.. vl C)I - �--III- I PERF DRAINIPIPE I I l ) I I ) ° PERF DR��MV I C, _ _ I �Q ° a 7� r ) u�( ��4,<I�I I__I_ I 'I I�I I i !I��. J (`11 ' _I I —I I +_ I I_��� ° tl d )r 1 _-_ �� �J \ --- - -=' c d a 1 lUl `_ 4 d °:] �� 'I I I Q- 4 [1 1� -1 �JOQoLiCJnoJ/_ Q u (Jrlo �,�t - - - ° 1. • �- -- - ° c ! —I r;UC �- o c n ��_ r� {��;111L.. II—I I 0L�(J a l.�C)r� I I- III--III- T�i1'- 1 I -4I I-' o -) I J= n ° d to O o CI I I -I I -'I L 1 1`/1 .tit r`i ��r', ! r` i I I`_-III- ( I n (^l - O 0 G �' Q v d C-' r) rt c' 1`u U !`I I-� Jour " AMU, r, rg2 COOLER CURB TILT-UP WALL 72 COOLER CURB TILT-UP WALL =1 I Ir DRnIN' PE I 32 FTG RECESSED VENEER 2 TYP FTG • BRICK VENEER'\,Z.J41 2 � 2" 7.4 1 112" - ,' - 0" �'or `f ' a r , f 7.4 1 1/r' 1 0 7.4 1 T,'�" _ 1 - o" r,�� XAVIER RUEDA r, ;�- - � c� r-3 n •� � � I - - 4 1 — 1 d =' PORTLAND, OREGON !I I I i III-.0 ° P - a til G -y��/ - SEE DETAIL grid J� `o (1� �I! 9" V-4 1/2" 32 7.4 FOR AOD INFO1' " �a �? UNE OF' FREEZER WALL --LINE OF FREEZER WALL LY CJI. J .fJI •�.(7c1;QI. (,ll , (�� �(�l J,•I- -! I !" --- - ----- 'Ir / - 1'-7' o IM �-BRICK VENEER W/ 1 1/2" l� 01'I 2x POUR BLOCK 6„ �6*� BRICK VENEER W 1" AIRSPACE AIRSPACE -2x POUR BLOCK _. �• "�-- / K53� FTG TILT-UP PANEL r 2" 5 8' GYP. BD BUILDING PAPER - LAP OVER -- BUILDING PAPER - LAP OVER FREEZER FLOOR INSULATION 2' l- FREEZER FLOOR INSULATION 1 1/2" = 1' - 0" ON 4" METAL I ' `�' BASE FLASHING GYPSUM SHEATHING ON BASE FLASHING TOPPING SLAB 7 4 1"i 4" i1" I I » -TOPPING SLAB K FRAMING �� METAL STUDS W/ BATT F4EE DRAINAGE MESH SYSTEM 1"I Il f� FREE RAINAGE MESH SYSTEM INSULATION ��_- .�-�--- LINE OF FINISH FL00 i i i i J a �� 1; -�� I LINE OF FINISH FLOOR �.� - WEEP HOLES AT 24" O.C. WEEP HOLES AT 24" O.C. LINE OF FINISHED STUD WALL- I I I I I STEEL COLUMN, I ��J ------- - - I I I ; _- - _--_--- , l - -- �f S CONE SLAB ON VAPOR BARRIER - l_ / ' �y SEE STRUCTURAL - .-� 1- BASE FLASHING W/ DRIP EDGE 11 BASE FLASHING W/ DRIP EDGE LINE OF FINISH FLOOR LINE OF FINISHED FLOOR i i i i , -" WALL WHERE OCCURS, OVER GRAVEL BASE (SEE I r SOLID GROUT BELOW BASE ( SOLID GROUT BELOW BASE d SEE PLAN FOR WALL TYPE —` CONIC TILT-UP PANEL, -% GEOTE:'HNfCAL REPORT) f FOR=--� . FLASHING, OVER MEMBRANE WALL _ I FLASHING, OVER MEMBRANE WALL TOP OF SLAB-- III I I „ '�' SEE WALL TYPE ��_�_-- I I I I I / FLASHING FLASH _ _ CONIC SLAB ON VAPOR . d. ------------------------- � -- ------ -- II 11 a •° --- -- - -- `� 4 CONE WALK W/ THICKENED EDGE ^�, CONCfWAK W/ THICKENED EDGE - IN � BARRIER OVER GRAVEL BASE I j 3 - a (SEE GEOTECHNICAL REPORT) "' d ,�•___-_ 3 REFERENCE ~ ° ° ° ASPHALTIC PAVING OVER ° . 1 -0 GRAVEL BASE d d t 4 ° ° 4t /z' 1/2" ° d 1/2' ° rn - -- ° ° " o, ° A .r r. a c r) o 0 oC O u�'4 ° d 4 1/2" ., J ��- i, ONLY °4 4 .. - -_ FILTER FABRIC-7-'I I-I 1't I �_-_I 1 I 1--1 i 1-'� ° { - I - 1=- �^o Gr �' � FILTER t FABRIC 117 e u - I ° • ° •, , • , , _r, 1 J - t , t1 d - _ - -i I '1 !3/4" MINUS GRAVEL 'd' d ,44 )r 1 I_.-__.-I I~I \ d 3/4" MINUS GRAVEL ' a ° d - I � - - - --- - �_ r� r� � ° `1�- , 4_���`IAru ��7'��C) g. �� � i —T-- - � ° l_-.- d 4" ASTM Dz729 I >(�( •, J 4" ASTM Dz729 ° ' 1 PERF. DRAIN)PIPE - I III -!y OERF. ORAfN1PIPE n FILTER FABR I _ (_.�'. - n I d ° a ° � r I J r I I- , I i = r d ° ° ., I III_, 1 u (1� tJ _Ji - ``3/4" MINUS GiViEL^I �j�.) ° ° v ° �7 `) / O_° CSL>- d° I ° lJf, .,C-�i rl ' "1 l 1 l 1 TI I -`rr� I I I__.' - �••� O a 1 --_III--I I I C 7 O rJ ) I I_...—I . , , , ' —� r, t l _ I.I -III �, i---iZ ���. 94 FRE. EZER CURB _ 74 FREEZER CURB WALL _-I �I�'r� i(-'� r; ° ° '��' �; I ►ii ( 34 �!•G RECESSE-D VENEER and COL 4 T1fP. FTG BRICK VENEER and WALK 4 7.4 1 1 2" _ - 0" 7.4 / - - — I 1=1 I- �� �y n a ° ° �I� �I�'' ` I I= 7.4 /2 _ - 7.4 T 1/2" = 1' - 0„ 4 W y4' ASTM 027 '-I pl✓G d ° 1 Fr t1J� - - M p ` '" P DO grid ,;y �; N -II1- / SEE DETAIL 38/7.4 FOR \ V-1 1/2" CL ;IIf - ADDITIONAL INFO O Z I ,i n ° ° l(,���t x.71 -I --- 1 -1�z - 1'-3 1/2" g• IWC z c) COWC TILT PANEL --- 6) d �. r .- EXPOSED CONC BENCH W/ F1.`. V Iy� --I I 1-) I I- '=n��..r�?'t--I i I SMOOTH TROWEL FINISH -ALUMINUM WINDOW, DOOR W LINE OF FINISHED STUD WALL 7-��r�- J r III—I I t 7(�pi-II ill I"rt� I", , r li �'(1� I n��- I. III--III I WHERE OCCURS �, 0 O SEE WALT. TYPE I 1/2" � 00 0 UNE OF FREEZER WALL'. I 55 F-TG TILT' �UP PANEL I �` - PREMOULDED EXPANSION JOINT C) p Q LINE OF FREEZER WAIL 2x POUR BLOCK- 1 1 1II " - -�. V _ �,4 1 1/2" = 1' - 0" - d CONIC SLAB ON VAPOR � BOND BREAKER '� W O C7 \ ----------------- _-- N BRIER OVER GRAVEL ♦ ' »� O FREE7ER FLOOR INSULATION FREEZER FLCK INSULATIO N I 'Ac "'-"'-``" �'"�+ ;u� 4" CONCRETE WALK W/ v = 2 x 6 HEATER CABLE rid ' I BA;L (SEE �A O TOPPING SLAB I I BLOCKOUT TOPPING SLAB- I I `� i i a r, i i -, i i THICKENED EDGE V \ I + + GEOTECHNICAL REPORT) W 1/2" CEMENT 80 -- �' '� 3" O Z Q LINE OF FINISII FLOOR- i i -LINE OF CURB BEYOND LINE OF FINISH FLOG ' �_ I I i i I 5 I --- - - - - - --- _ FOR WALLLRTY EN -CONIC TiLT-UP PANEL, ,I f 2 v0" I �., O d _ e • 5 f I �. I / T�--- —5---- fir— `.— c ° e -LINE OF FINISH FLOOR _ " ' + `O ° a iI 6 I I SEE WALL TYPE ;I c. °, d CV r, WOOD FLOORING OVER 1 le vl u. Cd-i�J(`1 of U-J O +I r I- r , I RECESSED CONC SLAB, -CONIC SIDENALK W/ ,I I r� `� i, i 4 ,-==, r, ��t n " Iq ' ------- -- --- + - I I--- - --� ------------------------ -- - -------- -- --- VERIFY AL DIMENSIONS W7 THICKENED SLAB EDGE, - - ae• . ' + r • •'I o r�r^� ' c C�.. ��\ 3 1/2"�'` FILTER FABRIC ;� UJ N FLOORING MANUF OVER 2" GRAVEL BASE ,' C., I I c I- , / 'III^-1 CV , ° -_ -- Lr_,y D , Q OV(�1 OOC) f_,U .l a `V ' - -_1 I I^—I 11-- U <<f' „C14d , "_ ,' JI I' 1_.-._1 I L--� - D (_"( 3/4" MINUS GRAVEL eL t.c� \ /T l i\, e " 111 , o III—I I I'i J�'.1�tl I y-.. 1 I I _III. I d. I-- co .t , .l I'I I—_- , t ' / I----I-I I--i d I1 � ° ° ° d -----_ ___ ----------U---------------------------__---�------------ I I---�I I I.L_:,;)�.� 1 I _ p' ASTOMR�729UJ I I. �- •° d e d ° ° '� _ , n n " e o (—III—III-- �l '=� - i�...,' .i� I I I-i- W 4 ^ °d d , - -- n e e 1 1 2" SEE ESIAN rlr 'ufa�-� �-�y^Il-�7•tJ'-r) III--III—I I-�' C`f 1 `l1 __ r35 HALL BENCH _ _ 1 /2„ - _ 0" I L- �.Ir c)I, ° ^ , ° ° da e d e • e d ° d r O ° •�Y I I— w — - - \ 1 __III=1 L I G� )I 1'-4 1/2' --. ;.�'.� rP(_ Q Cr.�;-'''j`c III-�I I----III— 96 FREEZER DOORWAY 7s FREEZER CURB o TILT-UP WALL 1 aryl 3/4 MINUS GRAVEL_ 1 -1 t/2 __ _9 rl s -pOTING w WINDOW SILL y O�o (jl ., fJ-7n � 7.4 1 1/2" = 1' - 0" /"4 1 1 j 2" = 1 - 0" �V u' ' � � � r, � ;"' OLl ' r I --III-- I ALUMINUM WINDOW � -EXPOSED CONE BENCH W/ 1 1/2" - 1' 0" 6 grid D(�f'Ql•�': ..'I a d d I, �LEIJ SMOOTH TROWEL FINISH `7 4 " ° �- ° r ° 0 ,, - ,1fI� I 6 issue date: 01 Aug 2003 —I r1C�O_o^�!O O GU1 ql.) I I=-I I �` .e.. �.....` �I4 ® 180.C. f L�( ° ICJC�l_ C)11 11= SEE DEFAIL 34/7.4 FOR ♦ - 5 4 CONE lob number: 0311 SEE PIAN FOR WALL 'rPE -CONE TILT-UP PANEL, Q ° ° ° ��' ") ('0011 `7�1 ADDITIONAL INFO I � /_ ( ) I� SEE WALL TYPE I I-� oho r, d I-) ( 1 2„ N THICK-SET TILE FLOOR " III- revis+ons: -CONIC SIDEWALK W/ ( 1-I I L J ° 41 '4 ASTM M = OVER RECESSED CONG C?_o _ ♦ - - �I I I--- f a 1p, _ ,, --I I_- SLAB THICKENED ,LAB EDGE, -_ n F rJ v J °lJ(� ' n TS5X4 ATTACHED TO STEEL- - ------- ° OVER 2" GRAVEL BASE - ,, d �. �K�" •1, '- COLUMNS, SEE STRUCTURAL - � 7 _ � � ' �, l7 � I� p I� 3" I LINE OF FREEZER WALL =) I IJP ° �1(:�o � ' --M4 A 18"O.C. I 1" 4" 1' "d ° ,e ° n^•-v- d4--•r e--•-- I -I I - d d -` U{ ,.���j I I 4" META FRAMING l4 - I' -4 c� n 8 1/2 - 1 III-III- -a+--- .:__—,, t' J )' )( � "IJGI JPO f'r _ . ) - ( <) i r - ,. I I - SEALANT W/COMPRESSIBLE {y , ° P(it (�l l_C1. J, ( � IJl J ,UC 1_IJI. I- I I I~-I I I-- 16"O.C. W/ BATT INSUL T'--' 'r, , JOINT MATERIAL -- _ ,y ti I I I 1/2" CEMENT BD - f4y r DOWEL EPO _ EPDXY =1 I = 1= I - 57 FTG GYM FLOOR RECESS I Ii! - -- - -- CONCRETE TILT UP PANEL I d n - ' III-III-I - -�FILTER FABRIC I I- ,IIS •I, 18"O.C. 7.4 1 1/2" _ 1, 0„ --- - I ---- �; ° '�C�OL 3/4 MINUS GRAVEL • a 1 a LINE OF FINISHED FLOOR- J d If, C71. --I L---III-- 1"1"1"1" - C' it 3/4' 3 ,3/4' o C e o O o O a 0 0 �ylI i 1/2' RAD. 0 NOSE 04 n d �u LJ -- 7 �' C' n r7 u�r. ° 7 >(� <,c I, ON ISI�1_—I / » � " _ _ _ s�A� DETAILS TOP OF SLAB - _ _ _ u u r, t 2 4 1 2 a ------- ..__ ti r - 1 JCW _ �� CONE. STAIR nr f ni-t r, r r �n�JrJ�°� O�a ''�° to O�ta, j�=-III- - ,EE STRUCT. ' �� - ) t , l �" DIMENSION POI JT - ------ ------ II I I--I I I I I—I c I —I ;'��O C)�O O ° )O O�O C,Q ---- _. �, _'U� O!•� I -- 4 1/4" x 1/4" GROOVES I I •I I I-I II _II I ) U�)O 000 O�oIJ ° o O ° O o I STOP G _ %� p ° e ROOF 1" SHORT CONCRETE TILT UP Pti,lEL d 1 o Ell-=111= J O O q n !Q GQ,-I p��rJ i�I I OF ENDS OF TREADS -I I~I I I ..L�-� r p {, I I I ° d 4" ASTM D27 = " _ G o ° - JO IJ L)U Q CIG �i_I I-III I file name: 0311-0704 � nCJOo d ° ,� P ,- _ C - I II 11- I- nJ J(� I. c.l "I I—III—III— 3/4' 3,4' .3/4' L ..�.� ° `1�1 (:It;1NT'r1L'E JI I I--I I O o d ° ° o O I I I )l O I BUI'200.1-00444, PI.M2003-011,14,1. I6-53 _ _ d d ,� I`l I 1—III- a REVEAL I I ° ) ( I� '\ I`)•r p ---DIMENSION POINT F LC'Z11113 11(W IIiI - I (_✓ III- -_ A I-I-� ( ).. n n n �1,. n( I I I NOTE: 314" CHAMFER : 9a COOLER CURB �8 FTG r !�: ?` I EN ELc �� 58 CONCRETE STAIR DETAIL 3s HALL BENCH WIND01h' �-TC� s TILT-uP PANEL ,x���rr DL=ralLs ED�E�L AT ALL PANEL 7.4 1 1/, ,• - 1• 0„ 7.4 1 ;/2„ _- 1' - 0" , 7.4 1 1/.z' = 1' - 0" 7.4 1 1/2" = 1' - o" 7.4 6„ _ 1" - 0" 764 90 80 70 60 50 4u 30 20 10 8 NOTICE: IF THE PRINT OR TYPE ON ANY ma I;I I IIIIII! IIIII1 IIIIIIIII I I III III III'III IIIIII III I I !IIIIII'I I!IIII1IIIIIIIIIIIIIIIMAGE IS NOT AS CLEAN AS TH1S NOTICE, _I I 12�_ I I -_ 1 I I 141_ I I -I 51--I I - I-6� I I 171 I 1 8 I I-I-_9 10� I --11�—�- --1 J �TC��►ti 13I SOU IT IS DUE TO THE QUALITY ,)F THE _ _ _ Ne ae 0'��•• ORIGINAL DOCUMENT i IIiIIilll ILII ISI IIIII�I I ILIIII III ILII ILII I��� ILII II IIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII ILII ILII ILII IIIIIIIII ILII IIIIIIIII ILII ILII IIIIIIIII IIIIIIIII IIIIIIIII Illllllll IIIIIIIII IIIIIIIII IIIIlll1L '1111111111111 9 �� ' 11U1111�11111hk11 o 90 80 70 60 50 40 30 20 10 g M r- 00 , O v a CONT PRE-FINISHED rn_ gL METAL ROOF HIGH EAVE \ FLASHING u M . K Z l - x r Q H N BOT OF DEC_ qc C'4_ 1 1/2" METAL PANEL— OVER ANEL OVER BLDG PAPER OVER v Ln t GYPSUM SHEATHING, LAP B.P. OVER METAL TRIM 4 FLANGE t 1. INSIDE CLOSURE W/ TAPE MASTIC OR SEALANT — PRE-FINISHED CURVED STANDING SAM METAL PANEL, TRIM,- / METAL ROOF, OVER BUILDING PAPER, ' FINISH TO MATCH PANE __ _ -_ OVEP 3" RIGID INSUL, OVER VAPOR BARR'c:R, OVER METAL DECK CONT ROD & —- CONI T--6X3 SEALANT TYP ` ALUM WINDOW - - t -BRAK METAL METAL ROOF CLIP AS REQ'D TRIM LTO MATCHGALV 42 HEAD/RIDGE DETAIL WINDOW FRAMES PROVIDE ESEALANT T BTWN CLEAT & 5 1 1/2" = 1" - 0" _ SUBSTRATE CLOSURTURN P SILL CLOSURE SET IN SEALANT TOP & ALUM WINDOW �`, FLASHING AT { CONT ROD & - \ 3 SIDE 5/8' GYP BID OVER METAL / v SEALANT TYP FRAMING \ - � -' � CONT 14 GA BENT PLATE, - ATTACH TO TS6X3 & EXTEND 24 GA METAL -;, TO SUPPORT ROOFING 2 V XAVIE l RUEDA 2 FLASHING, FINISH TL -- .-3 - -- . MATCH WINDOW FRAME CONT 22 GA ,(PORTLAND, OREGON . GALV CLIP V) BLDG PAPER OV R '� tJ � GYPSUM ROOF S EATHING i �. - PRE-FINISHED CONT 24 GA GALV- _ METAL GUTTER, ANCHOR ll ON 6" ' ETAL S DS W/ , o SKIRT FLASHING, '\tel BATT INSUL, TYP FLANGE TO BENT PLATE TAPERED —-- i SUPPORT, LAP METAL (� �` 1 r' ROOFING AND BLDG 24 GA GALV �\ / PAPER OVER FLANGE SPRING FLASHING 1 112" METAL_ PANEL OVER 3 1/2" METAL E w -__-- -_.��-• -�.•�� i FURRING - �•- �--. BUILDING PAPER OVER GYPSUM SHEATHING, LAP FOR OVER METAL FLASHING INSIDE CLOSURE W/ TAPE MASTIC OR SEALANT 3 REFERENCE 31 -_-� BUILDING PAPER OVER 43 SILL DETAIL CONT BENT \� FIRE TRATED WDONLY PLATE & TS NAILERS, SLOPED �.51 1/2" = 1 _ p BETWEEN CURVED F BEAMS, SEE -- STRUCI URE / t N STUD CLIPS W/ - /' PRE-FINISHED 24 GA SLOTTED CONNECTION METAL FLASHING W/ FOR DEI•LEcriON \�__/ i /�j CONT 22 GA GALV. CLIP i MOTE: GRIND SMOOTH ALL WELDS & PAINT ALL EXPOSED STEEL, TYPICAL 4"X4"X12" CRICK SOLDIER 4 W COARSE M 4 i cv Cq W z o i – � w LU CD c) z v7 p z J 25 SAVE L ETAIL _ :3= 0= o '- z z 5 w F— CJ ' W < CD C � W Cl- F- 00 N .J .-- W PRE-FINISHED CURVED S-ANDING SAM i grid METAL ROOF, OVER BUILDING PAPER, OVER 3" RIGID , OVER `I BARRIER, OVER (NSULMETAL DECK VAPOR V� PRE-FINISHED STANDING SEAM U METAL ROOF GABLE TRIM °v P Qxk, — N `; I - - 6 d 3 6 issue date: 01 Aug 2003 N job number: 0311 Z c revisions: 4 Ln 4"X4"X3/8"STEEL ANGLE, SMOOTH CURVED, WELDED TO BOTTOM OF SMOOTH CURVED STEEL BEAM SHT. METAL FASTENER W/ rld FIRE-TREATED WD PLATES g NEOPRENE WASHER AT 12" O C. i PREF1141SHED 24 go GALV. i 24 go GALV. METh FLASHING 1 1/2" METAL. PANEL OVER W/ CONT CLIP OVER BUILDING __- -__. I' `� - METAL�pE COPING ROVI E/ " 1 "t j 1 2' METAL FURRING PAPER - LAP BUILDING PAPER / OVER HEAD FLASHING v SPLICE PLATE AT JOINTS & -BUILDING PAPER OVER GYPSUM , BUTYL SEALVIT EACH SIDE. I 1. SHEATHING, LAP OVER METAL FLASHING v OF SPLICE JOINT INSIDE CLOSURE W/ GYPSUM ROOF SHEATHING `` -,h PARAPET TAPE MASTIC OR SFALANT - T.O. BRICK ELAS OMERIC BASE FLASHING - - ,, -� BUILDING PAPER OVER FIRE TREATED ALLOW FOR 3/4" VERTICAL �' --- WD NAILERS, SLOPED MOVEMENT Z - EXTEfiiOR DETAILS 7 115'-2"� - j' NT. E go GALV. CL A 7 / CO V E FIRE TREATED WOOD CANT - - FASTEN Al 12" O.C. - FASTEN TO WOOD NAILERS ONLY °' 4X4X12 BRICK VENEER BUILT-UP ROOFING W/ GRAVEL lSOLDIER COARSE SURFACING OVER 1/2" RECOVER BU OVEP, 3" RIGID INSUL. OVER _ 6 �• �� � � ,.•;. - •1 // 4"X4"X12" BRICK SOLDIER ML-?AL DECK _ COARSE -�� - 4X4X8 BRICK VENEER W/ file name: 0311-0705 1/2' AIRSPACE BUILDING PAPER OVER 12855S%% (;RANI'AVE 17-53 _ GYPSUM WALL SHEATHING DUP2003-1111444. PLN12001-1111.114, (2), 2X4 FIRE TREATED WOOD METAL STUDS AT 16" O.C. ELC211113-1111444 NAILERS ��� �- WITH BATT INSULATION I• ss EXPANSION JOINT DETAIL • ROOF 38 RAKE DETAIL _ 8 TYP PARAPET DETAIL - 1" — �l" 7. 5 1 1/z"— I o" 1/:!"=: I i�' 705 90 80 70 60 50 40 30 ?Il 10 8 T- i .NS+r4;.... ..,. ..,.. ,, u.. ."•TCr.^ATV,••�^•;wr.,,.....•...-..,r,!y�p�,M!Mw"auwMcnniswa,Ybfut"IY.'IK'.'M.fYA'r:,1"NPMI'11.z"n:xnNTF.=.P'1T ( •41.A:"i"Mh W`IRT".'r,N4'AT'1f^4!trf'IlVn,nN••.-•+;•r."m.._.,.'",w.+,^.,T:m�1}�".'N}"!•^•�� NOTICE IF THE PRINT OR TYPE ON ANY III III I I I III i l l I l V I I I IIIi III III I IO f I1 III III III I I III I I I I I I I I I l''I I I I I I I I I I III III III I I I I I I I III I I I I I I I i i III I I III I I I I I I I I I L III III I I I I I I �I �I IMAGE IS NOT AS CLEAR AS THIS NOTICE, � - it-- I �1_.._- I -- 1_--4L._--__Jl ..,I—.�L -I -!_1__-----gL_ _ � I�L- I _ I �vl I I 1 �L� 11 � � �JO5 Ne.7eIT IS DUE TO THE QUALITY OF THE - I ORIGINAL.. DOCUMENT (>IE er 9T2,', F,,, 7,,,, �Z I tiZ� � �Z l uU� 88�I At Lt >I�tI 9�t 6�T £t T'11,11 ti tI8113 iIIIIIIIIIIIII (III Illi(III111111111 IIIllllll Illllllll(IIIIIIIII II111111 IIIIIIIII (III (III IIIIIIIII II,1111111111 IIIIIIIII (III IIIIIIf111111 IIIIIIIII IIIb11111111111hILII►I�llllllllulllllllulili nu rU fir bu 4U 3U 2U u U S " N � STRUCTURAL NOTES STRUCTURAL STRUCTURAL. DRAWING LIST " < � N 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE R QU ! F ' C AL OF STEEL ISSUE LOG c N GENERA, CONSTRUCTION". d c ' 2. STEEL PLATES, MISC SHAPES AND RODS - ASTM A36/ BRACED FRAME BASE PLATES-- ASTM Ili GRADE 50 O OO¢¢ Z m 1. ALL PHASES OF THE WORK SHALL CONFORM TO THE STANDARDS OF THE 1998 'OREGON 3. W SHAPES - ASTM A992 0 Mj V1 � :7 STRUCTURAL SPECIALTY CODE (1998 OSSC), AS A MINIMUM STANDARD OF PERFORMANCE. 4. TUBING - ASTM A500, GRADE B o 8.28.03 2. THE CONTRACTOR SHALL VERIFY AND CORRELATE ALL DIMENSIONS AND ELEVATIONS ON THE 5. STEEL PIPE - ASTM A53 GRADE B $ pa' STRUCTURAL DRAWINGS WITH ALL OTHER DRAWINGS AND SHALL NOTIFY THE ARCHITECT OF ANY 6. ANCHOR BOLTS DISCREPANCIES OR INCONSISTENCIES, PRIOR TO STARTING CONSTRUCTION. 314' DIAMETER - ASTM F1554, GRADE 36, MINIMUM EMBEDMENT - 127 ^ 3. THE CONTRACTOR SHALL COORDINATE ALL BRICK VENEER, OPENINGS, SLEEVES, INSERTS, 1 DIAMETER (& LARGER) - ASTM F1554, GRADE 55, MINIMUM EMBEDMENT - 18" o DRAINS, SLOPES. DEPRESSED AREAS, AND RELATED EQUIPMENT WITH ALL OTHER DRAWINGS. 7. BEAMS SHALL BE CAMBERED AS NOTED ON DRAWINGS. CAMBER SHALL APPROXIMATE A CIRCULAR ARC. ({nn ¢ v 4. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO CAMBER ACCOMPLISHED BY INSTALLING A SINGLE KINK AT MID SPAN OF BEAMS IS NOT ACCEPTABLE. NOT INDICATE THE METHOD OF CONSTRUCTION, UNLESS OTHERWISE NOTED. THE CONTRACTOR & H.D. GALVANIZED FINISH AT ALL ITEMS EXPOSED IN EXTERIOR LOCATIONS AND BRICK UNTEL ANGLES. g N SHALL PROVIDE ALL METHODS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE. WORKMEN 9. ALL WELDING PERFORMED BY CERTIFIED WELDERS, USING E-70XX ELECTRODES. 4! AND OTHER PERSONS AND PROPERTY. THE CONTRACTOR SHALL ENGAGE, AT HIS OWN EXPENSE, 10. WHERE WELD SIZES ARE NOT INDICATED, USE THE FOLLOWING AS A GUIDE: o QUALIFIED PERSONS f0 DETERMINE ALL NECESSARY PRECAUTIONARY MEASURES AND TO INSPECT A. GROOVE WELDS - FULL PENETRATION OF PLATE THICKNESS Ow m SAME AT 109SITE. S. FILLET WELDS - UNLESS NOTED 3/16" MIN SIZE n - COLUMNS TO BASE PLATES - 1/4" MIN SIZE 1 DESIGN LOADS C. REFER TO TYPICAL WELDING DETAILS DRAWINGS ...... Y 1 11. BOLTS 1. SOIL BEARING PRESSURE - 3000 rSF, PER SOILS REPORT BY GEOCON INC dated FEBRUARY 2007 A. STEEL TO STEEL CONNECTIONS - ASTM A325X BEARING TYPE WITH THREADS EXCLUDED FROM SHEAR PLANES 2. ROOF LIVE LOAD - 25 PSF (DRIFTED SNOW PER 1998 OSSC CHAPTER 16 APPENDIX) 12. PAINT 3. WIND LOAD - 80 MPH ,EXPOSURE B, 1998 OSSC A ONE COAT SHOP APPLIED RUST INHIBITING PRIMER SHEET NAME 4. UBC SEISMIC ZONE 3 B. NO PAINT ON SURFACES TO BE EMBEDDED IN CONCRETE. X X S1.0 STRUCTURAL NOTES AND DRAWING INDEX 5. FLOOR LIVE LOADS 13. GROUT ... COMFORM TO ASTM 01107 GRADE A & CORPS OF ENGINEERS CRD C621 A MECHANICAL ROOMS - 60 PSF (REINFORCED LOLALLY) USE IN STRICT COMPLIANCE WITH MANUFACTURER'S WRITTEN DIRECTIONS X SIA TYPICAL DETAILS B. STORAGE ROOMS - 125 PSF 14. POWDER ACTUATED FASTENERS (PAF) - AS MANUFACTURED BY HILTI INC. AND INSTALLED IN x X S1.2 TYPICAL DETAILS D. CLASS ROOMS - 40 PSF ACCORDANCE WITH ICBO REPORTS O. 1290 & 2388. MAXIMUM SPACING AS NOTED IN DETAILS. E. CORRIDORS - 100 PSF FASTENERS BY OTHER MANUFACTURERS MAY BE USED PROVIDED THEY HAVE EQUIVALENT ICSO APPROVED LOAD CAPACITIES. X X S2.1A FOUNDATION PLAN - SECTOR A STRUCTURAL ENGINEER'S SPECIAL INSPECTION PROCRAM A. STEEL TO STEEL CONNECTIONS -0.177 INCH DIAMETER, SPACING - 24" 0/C MAX X X $2.18 FOUNDATION PLAN - SECTOR B B. STEEL TO CONCRETE CONNECTIONS - 0.145 INCH DIAMETER x 7 LONG, SPACING - 32' O/C GENERAL 15. EXPANSION ANCHORS -- DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT - 8 GAMETE kS. X X S2.1C FOUNDATION PLAN - SECTOR C KWIK BOLT II AS MANUFACTURED BY HILTI INC. INSTALLED IN ACCORDANCE WITH ICSO REPORT 1. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 1998 OREGON STRUCTURAL NO. 4627. SPECIALTY CODE (OSSC). 16. STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF X X S2.2A FLOOR FRAMING PLAN - SECTOR A 2. THE SPECIAL INSPEECTOR SHALL BE A QUALIFIED PERSON WHO SHAD. DEMONSTRATE THE STEEL JOIST INSTITUTE. SUBMIT SHOP DRAWINGS ANC AICULATIONS STAMPED BY A PROFESSIONAL x X S2.2C FLOOR FRAMING PLAN - SECTOR C COMPETENCE. 10 THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE ENGINEER REGISTERED IN OREGON FOR REVIEW PRIOR TO CONSTRUCTION. PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 17. STEEL DECK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE 3. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT OR ENGINEER) SHALL CALL STEEL DECK INSTITUTE. X X S2.3A ROOF FRAMING PUN - SECTOR A A PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, A. ALL ROOF AREAS (ACOUSTICAL TYPE DECK WHERE INDICATED ON ARCHITECTURAL TODRAWINGS) X X S2.3B ROOF FRAMING PLAN - SECTOR B CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION 1. TYPE N DECK - 3" DEEP x 18 GA, GALVANIZED, ASTM A 853 DESIGNATION SS GRADE 37 x.' E, 1xrV QL 2 REQUIREMENTS. OR ASTM A924 x x S2.3C ROOF FRAMING PUN - SECTOR C 2 V 4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: Z. DECK SHEETS SHALL BE OF SUFFICIENT LENGTH TO COVER J SPANS MINIMUM. 2a A. ACKNOWLEDGE THE SPECIAL INSPECTION AND TESTING AGREEMENT PROVIDED BY THE 3. WELDING REQUIREMENTS LOCAL JURISDICTION. A. INTERIOR BEARING SUPPORTS - 5/8' DIAMETER WELDS O 4 PER 24' WIDE SHEET. X S2.l Aw FOUNDATION PLAN - SECTOR A SHELL PACKAGE B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE B. SEAMS - 1 1/Y LONG SEAM WEIRS O 24' 0/C. X S2.1 Bw FOUNDATION PLAN - SECTOR B SHELL PACKAGE "o4y1e xC APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO C. PARALLEL EDGE 5/8' DIA WELDS O IS 0 C {I THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOP. CORRECTION, THEN, IF D. EDGE CLOSURE TO CULL WIDTH SHEET - Nd. 10 SCREWS O 4. 0/C. '4(p E UNCORRECTED TO THE ENGINEER AND TO THE BUILDING OFFICIAL. E. EXTERIOR BEARING SUPPORTS - 5/0 DIA WELDS O 4 PER 24' WIDE SHEET. X S2.2AW FLOOR FRAMING PLAN - SECTOR A SHELL PACKAGE C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION B. FORM DECK xv,nnnox o.rz a-.w-oA TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER 1. TYPE W DECK - Jr DEEP x 20 GA, VENTED COMPOSITE TYPE _ DESIGNATED PARTIES)), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE 2. DECK SHEETS SHALL BE OF SUFFICIENT LENGTH TO COVER 3 SPANS MINIMUM. x S2.3AW ROOF FRAMING PLAN - SECTOR A SHELL PACKAGE CONSTRUCTION MEEYING, 3, PROVIDE 16 GA. MIN EDGE CLOSURE PIECES, REFER TO DETAILS I X 52.3Bw ROOF FRAMING PUN - SECTOR B SHELL PACKAGE D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK 4. MINIMUM ATTACHMENT REQUIREMENTS REQUIRING SPECIAL INSPECT ON WAS. TO THE BEST OF THE SPECIAL INSPECTOR'S A. INTERIOR BEARING SUPP(,RTS - POWDER ACTUATED FASTENERS O 4 PER 36' WIDE SHEET. X S2.3CW ROOF FRAMING PLAN - SECTOR C SHELL PACKAGE KNOWLEDGE, IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS 8. SEAMS - BUTTON PUNCHLO O 36' 0/C). AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC. C. PARALLEL EDGE - POWDER ACTUATED FASTENERS O 24' O/C. 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: D. EDGE CLOSURE TO FULL WIDTH SHEET - NO. 10 SCREWS O E' O/C. X X S3.1A BRACED FRAMES - SECTOR A Z M '. A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST E. EXTERIOR BEARING SUPPORTS - POWDER ACTUATED FASTENERS O 4 PER 39" WIDE. X S3.1B BRACED FRAMES - SECTOR B V 24 HOURS BEFORE SUCH INSPECTION. F. POWDER ACTUATED FASTENERS ¢ a B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED 1. TO HAVE ICBO APPROVED LOAD CAPACITIES X X S3.1C CONCRETE WALL ELEVATIONS - SECTOR C UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE 2. MINUMUM DIAMETER 0.177 INCHES X X S3.2 STEEL JOIST ELEVATIONS SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. 3. SUBMIT PRODUCT DATA FOR RENEW PRIOR TO INSTALLATION X S3.2B BRACED FRAME DETAILS AND SCHEDULES O/ O C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED CONSTRUCTION i DOCUMENTS, INCLUDING SHOP DRAWINGS, AT JOBSITE. z i i 3 D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL CAST IN PLACE CONCRETE 3 INSPECTOR. X X 54.0 FOUNDATION DETAILS = 0 �^ B. DEFINITIONS 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301-99, X X S4.1 FOUNDATION DETAILS A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". H w ' TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. 2. STRENGTH - Pc - 4000 PSI O 28 DAYS SLABS ON GRADE n w B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME F'c - 3000 PSI 025 DAYS ALL OTHER x SSD FLOOR FRAMING DETAILS ,, INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION 3. REINFORCING STEEL - ASTM A615 GRADE 60 IS IN CONFORMANCE WITH APPROVED CONSTRUCTION DOCUMENTS. - ASTM A706 -- ALL REINA TO BE WELDED Z 110V M=i a 7. TYPES OF WORK THAT REQUIRE SPECIAL INSPECTION 4. WELDED WIRE FABRIC - ASTM A185 X SB.O ROOF FRAMING DETAILS A. SOILS 5. THE ROUGHENED SURFACE SHOWN AT HORIZONTAL CONSTRUCTION JOINTS MEANS THAT THE SURFACE x x S6.1 ROOF FRAMING DETAILS 1. GRADING, EXCAVATION AND FILLING - REFER TO PROJECT SPECIFICATIONS SHALL BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH. THE x X S8.2 ROOF FRAMING DETAILS B. PSNCRETE ALTERNATIVE WOULD BE A KEYED JOINT OF ACCEPTABLE SIZE. 1. PLACING OF REINFORCED CONCRETE - PERIODIC S. MINIMUM REINFORCING REQUIREMENTS - UNLESS OTHERWISE NOTED X X SS.3 ROOF FRAMING DETAILS 2. TAKING OF TEST SPECIMENS - CONTINUOUS A PROVIDE CORNER BARS AND 42 BAR DIAMETER LAP SPLICES. X X SSA ROOF FRAMING DETAILS 3. BOLTS CAST IN CONCRETE - PERIODIC B. STAGGER HORIZONTAL SPUCES. AT FOOTINGS AND FOUNDATION WALLS STAGGER UPS AT 4. PLACEMENT OF REINFORCING STEEL - PERIODIC LEAST 5 FEE. X x S6.5 ROOF FRAMING DETAILS 5. WELDING OF A706 REINFORCING STEEL FOR EMBEDS - LARGER THAN //5 -CONTINUOUS C. FRAME OPENINGS WITH 2-/5 BARS EXTENDING 2'-6' BEYOND EDGES PLUS 4-04 x W-L" O 6 x x S6.6 ROOF FRAMING DETAILS I - /5 AND SMALI£R - PERIODIC O/C DIAGONALLY AT EACH CORNER. D. STRUCTURAL WELDING AND HIGH STRENGTH BOLTING 7, MINIMUM CONCRETE COVER FOR REINFORCEMENT 1. FILLET WELDS EXCEEDING 5/18" - CONTINUOUS A. CONCRETE CAST AGAINST EARTH ... 3" X S7.0 STEEL SND NOTES & TYPICAL. DETAILS Z 2. GROOVE WELDS - CONTINUOUS B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER ... 2' W 3. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/10- PERIODIC C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND X S7.1 STRUCTURAL DETAILS 4. FLOOR AND ROOF DECK WELDING - PERIODIC BEAMS AND COLUMNS ... 1-1/2' X S7.2 STRUCTURAL DETAILS 2 5. WELDED SNS - PERIODIC SLABS, WALLS AND JOISTS .... 1' 4 W 4 S. WELDED STAIR AND RAIJNG SYSTEMS - PERIODIC 8. WELDED SND ANCHORS (WS) - NELSON SHEAR CONNECTORS MANUFACTURED BY THE NELSON DIVISION OF 7. BRACED - CONTINUOUS + NONDESTRUCTIVE TESTING TRW, INC. AND WELDED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND PROCEDURES. 21 9 26 TOTAL DRAWINGS C7 B. WELDING OF A708 REINFORCING STEEL FOR EMBEDS - LARGER THAN /5 - CONTINUOUS SIZES AS NOTED IN THE DETAILS. - /5 AND SMALLER - PERIODIC N t1 9. HIGH STRENGTH BOLTING- PERIODIC PRECAST CONCRETE N 10.VERIFY CAMBER OF STEEL BEAMS AT THE FABRICATION PUNT. 1. DESIGN, FABRICATION AND ERECTION OF PRECAST ITEMS SHALL CONFORM TO THE FOLLOWING CONCRETE BLOCK MASONRY CD Z co E. STRUCTURAL MASONRY SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE. W Z ED 1. PREPARATION OF PRISMS AND TEST SPECIMENS - CONTINUOUS A. ACI 301-99, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' 1. BLOCK WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 21 OF THE 1998 EDITION OF THE Lo 2. UNIT PLACEMENT - PERIODIC S. AC318-99, 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE OREGON STRUCTIIRAL SPECIALITY CODE. N I 3. PLACEMENT OF REINFORCING STEEL - PERIODIC C. AC533R-93, 'PRECAST CONCRETE WALL PANELS" 2. STRI..,. xSED ON Fm-1500 PSI AND WITH SPECIAL INSPECTION J Q l= W 4. GROUT SPACE - PERIODIC 2. CONCRETE STRENGTH - Pc - 4000 PSI O 2b DAYS 3. GRADE N. TYPE 1, UG. VEIGHT UNITS, Fm - 1900 PSI (7 ED 5. GROUT PLACEMENT - CONTINUOUS REINFORCING3. 4. SUBMIT UFTING NSERT SHGRADE O OP DRAWN SFOR REVIEW PRIOR TO FABRICATION. 5. COARSE GROUT - F'c - 2000 PSI O p cc F. OTHER 5. PROVIDE ALL NECESSARY INSERTS, ADDITIONAL REINFORCING, BRACING AND LIFTING EQUIPMENT b. REINFORCING STEEL - ASTM A615 GRADE 80 cm 1. EXPANSION ANCHOR INSTALLATION PER ICBG EVALUATION REPORT OR EQUIVALENT - CONTINUOUS AS REQUIRED TO LIFT AND HANDLE MEMBERS SAFELY AND WITHOUT CRACKING OR DAMAGE. 7. PROVIDE /5 DOWELS FROM CONCRETE AT ALL VERTICAL REINFORCING. ANCHOR DOWELS A MINIMUM = p Q ANIt 6. MINIMUM REINFORCING REQUIREMENTS - UNLESS OTHERWISE NOTED OF 85 BAR DIAMETERS INTO BLOCK UNLESS NOTED OTHERWISE. p w A. HORIZONTAL AND VERTICAL IN WAILS - 1/4 OF 15 B. ,IINIMUM REINFORCING 9)(6EPTLOBEl100AOR OPENING WITH 2 - N5 AT BOTTOM. U HANGING OF SPRINKLER LINES AND OTHER EQUIPMENT B. PROVIDE CORNER BARS AND 42 BAR DIAMETER LAP SPUCES. STAGGER HORIZONTAL SPUCES. i VERTICAL -----N4 0 24' O/C. (n U C. FRAME OPENINGS WITH 2-/5 BARS EXTENDING 2'-6' BEYOND EDGES PLUS 2-04 x 6'-C" O 6' B. HORIZONTAL --- 8 x 8 BOND BEAM WITH 2 - ``4 O 4'-G' 0/C. Cn U SPACING OF SUPPORTS FOR THE SPRINKLER LINES AND OTHER EQUIPMENT SHALL BE SUCH THAT THE 0/C DIGONALLY AT EACH CORNER. C. AT OPENINGS -- 2 -/5 VERTICAL EACH SIDE, EXTENDING FULL HEIGHT OF WALL.. Z N MAXIMUM HANGER LOAD AT JOISTS OR BEAMS IS LIMITED TO 150 POUNDS. HANGERS FOR THE 7. GROUT.... CONFORM TO ASTM C1107 GRADE A & CORPS OF ENGINEERS CPD C621 SPRINKLER LINES SHALL NOT BE LOCATED AT THE SAME MEMBER AS HANGERS FOR OTHER ITEMS. USE IN STRICT COMPUANCE WITH MANUFACTURER'S WRITTEN DIRECTIONS D. PROVIDE CORNER BARS AND 65 BAR DIAMETER LAP SPLICES. STAGGER HORIZONTAL LAP SPUCES. ~ Z cn 5 DISTRIBUTE THE HANGER LOADS FROM THE VARIOUS TRADES UNIFORMLY THROUGHOUT THE ENTIRE 8. WELDED STUD ANCHORS (WS)- NELSON SHEAR CONNECTORS MANUFACTURED BY THE NELSON DIVISION OF 9. ALL REINFORCING BARS ARE TO BE IN PLACE AND HEIR IN PROPER ALIGNMENT BY PREFABRICATED 5 Q Q FRAMING SYSTEM. TRW. INC. AND WELDED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND PROCEDURES. WIRE BAR POSITIONERS, BEFORE THE GROUT IS PUMPED INTO THE WALL. Q 2 IN SIZES AS NOTED IN THE DETAILS, 10. ANCHOR BOLTS I- H C7 W L WHERE SPRINKLER LINES OR EQUIPMENT ARE PARALLEL TO THE JOISTS, DISTRIBUTE A. DIAMETER - REFER TO DEALS AND WITH T EMBEDMENT Ll WEIGHT OF PoAS FOLLOWS: B. F1554 GRADE 36 QUALITY WITH CUT THREADS C C. BOLTS SHALL HAVE STANDARD HEAD, BENT BAR ANCHORS SHALL HAVE 90-DEGREE BEND WITH INSIDE W C" CO PIPE WEIGHT (INCLUDES WEIGHT OF WATERI llIPPORT DIAMETER OF S AND AN EXTENSION OF 1.5 OARS DIAMETERS. ry CD U LESS THAN 7.9 POUNDS PER FOOT --------------- ONE M 11. PLACEMENT OF PLUMBING AND ELECTRICAL LINES IN MASONRY WALLS C> LO Q BETWEEN 7.9 AND 16.4 POUNDS PER FOOT ---------- TWO MEMBERS A. MAXIMUM DIAMETER OF EMBEDED ITEM SHALL BE 1-3/4", EXCEPT MAXIMUM DIAMETER OF ITEM W I- CO CO d OVER 16.4 POUNDS PER FOOT ------------------ APPROVAL OF STRUCTURAL ENGINEER EMBEDED IN LINTELS SHALL BE 1". J B. VERTICAL ITEMS SHALL NOT BE IN SAME CELL AS REINFORCING. C. HORIZONTAL ITEMS SHALL NOT BE LOCATED IN BOND BEAMS OR LINTELS. W ABBREVIATIONS ~ LL AS ANCHOR BOLT JST JOIST EA EACH SAD SEE ARCHITECTURAL DRAWINGS V ADDM ADDENDUM JT JOINT E8 EXPANSION BOLT SCH SCHEDULE ALT ALTRF.NATE EF EACH FACE SECT SECTION ALUM ALUMINUM Lb, POUNDS EJ EXPANSION JOINT SF SQUARE FEET APPROX APPROXIMATE LH LEFT HAND EL ELEVATION SHT SHEET ARCH ARCHITECTURAL LL LIVE LOAD ELEV ELEVATOR SHTG SHEATHING AVG AVERAGE LLH LONG LEG HORIZONTAL EN EDGE NAILING SIM SIMILAR 6 LLV LONG LEG VERTICAL ES EACH SIDE SQ SQUARE 6 issue date: 05 August 2003 BF BRACED FRAME LSL LAMINATED STRAND LUMBER EF EACH FACE SPECS SPECIFICATIONS BLDG BUILDING LVL LAMINATED VENEER LUMBER EQ EQUAL SS STAINLESS STEEL job Dumber: ND430.00 BLKG BLOCKING EQUIP EQUIPMENT STD STANDARD BM BEAM MAX MAXIMUM EW EACH WAY STGD STAGGERED rBViSi0TI8: BO BOTTOM OF MECH MECHANICAL (E1 EXISTING STL STEEL BOC BOTTOM OF CONCRETE MEZZ MEZZANINE EXIST EXISTING STIFF STIFFENER BOD BOTTOM OF DECK MFR MANUFACTURER EXT EXTERIOR STRUCT STRUCTURAL VE REASIONS BOF BOTTOM OF FRAMING MIN MINIMUM SYMM SYMMETRICAL ® AND CLARIFICATIONS BOS BOTTOM OF STEEL MISC MISCELLANEOUS FDN FOUNDATION TO 9-16-03 BOT BOTTOM MO MASONRY OPENING FIN FINISH T&B TOP AND BOTTOM BRC BEARING MS METAL SND FLR FLOOR MNG) T&G TONGUE AND GROOVE BRK BRICK MEL METAL FO FACE 0 TEMP TEMPERATURE BTWN BETWEEN K N/A NOT APPLICABLE FOC FACE OF CONCRETE TNTOE NAILS) FOB FACE OF BRICK THICK rl NIC NOT IN CONTRACT FOF FACE OF F' 'ISH TO TOP OF CIP GIST IN PUCE No NUMBER FOM FACE OF MASONRY TOC TOP OF CONCRETE CJ CONTROL JOINT NOM NOMINAL FSH FACE OF SHEATHING TOD TOP OF DECK ING) It. CL CENTERLINE NS NEAR SIDE FOS FACE OF STUD TOM TOP OF MASON Y CLD CEILING NTS NOT TO SCALE FOFW FACE OF FOUNDATION WALL TOPL TOP OF PLATE CLR CLEAR (N) NEW FT FEET TOS TOP OF STEEL. CMU CONCRETE MASONRY UNIT FS FAR SIDE TOW TOP OF WALL COL COLUMN O.C. ON CENTER FTG FOOTING TS TUBE STEEL CONIC CONCRETE OD OUTSIDE DIAMETER FP FULL PENETRATION TYP TYPICAL STRUCTURAL NOTES 7 CONN CONNECTION OH OPPOSITE HAND 7 OPNG OPENING GA GAUGE USE UNIFORM BUILDING CODE AND DRAWING INDEX COM CONTINUOUS OPP OPPOSITE GALV GALVANIZED UON UNLESS OTHERWISE NOTED COORD COORDINATE GL GLU-LAM f CP COMPLETE PENETRATION PAF POWDER ACTUATED FASTENERS GYP GYPSUM VERT VERTICAL CSJ CONSTRUC71ON JOINT PL PLATE VIF VERIFY IN FIELD CSK COUNTER SINK PLWD PLYWOOD HU HOLD DOWN CTR CENTER PNL PANEL HDR HEADERw/ WITH PP PARTIAL PENETRATION HORIZ HORIZONTAL W 0 WITHOUT DBL DOUBLE PRT PRESSLRE TREATED HSS HIGH STRENGTH BOLTS W WOOD file Dame: 430SW9 DEMO DEMOLISH PSF POUNDS PER SQUARE FOOT HT HEIGHT WP WORK POINT DE DETAIL PSI POUNDS PER SQUARE INCHES HVAC HEATING VENTILATING & AC WS WELDED STUD DIA DIAMETER PSL POUI4DS PER SQUARE INCHES WT WEIGHT DIAG DIAGONAL P/T PARALLEL STRAND LUMBER ID INSIDE DIAMETER WWF WELDED WIRE FABRIC DIM DIMENSION IN INCHES DL ON DOWN LOAD REFR. REFFERENCE INT INTERIOR INFO ION YD YARD DO DITTO (SAME) REINA REINFORCEMENT \ 1 e O DN DDETAILADETAILREVD REQUIRED DWG DRAWING REV REVISION RH RIGHT HAND 1214155 SP'CRAN'E AVE LO-SJ RO ROUGH OPENING BUP2003-00444,PLM2003-00444. S F.L('2003-00444 OFFICE COPY RO 80 70 fi0 50 40 30 2U 10 A NOTICE IFTHE AS LE OR TYPE ONANY TIC ... ���T�I�II) II IjI�IIIII � �fII�I�IjI�I��Tj1�IP� 4 �1 IIjI�T 1(.L�ijl�ll �IIfII �I�I� � Ij1�i �il�Ill�lll�i ilk ITOIl I3 �C-( IMAGE IS NO7 AS CLEAR AS THIS NOTICE, 1 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT �� y0 t0 06 O le t� I I M I i [ I l l E 9 9 Ilullmluu uuluu uu6ul mduu mduu uu6ul � mdmi mduu uulml uu6m uulull uu6m uu ull uu6m uulmi mlhm uu,au ml6u m�uu.ludm m uiCwu 30X SQ 80 70 60 50 4(' 30 20 10 0 -- —-- - - LINTEL REINFORCING: T.O. WALL__- 1st POUR 2rd POUR - (2) #5 FOR OPENINGS - — --- -- �T fi 80'-Or' MAX Ir CO LESS THAN 5'-0" SEE FOUNDATION PLAN- -- PAINT SLAB EDGE WITH z (2) J6 FOR OPENINGS --WHERE EXTENSION U--BARS TO MATCH FOR JOINT LAYOUT BOND BREAKER BEFORE (D `4 LLJ 5'-1 TO 7'-L1' -- / IS NOT POSSIBLE, STD. HOOK- l( / WALL REINF. SECOND POUR 2'-6" cr CN EXTEND POSSIBLE BOTTOM TOOLED JOINT — ---� ca TOP BARS AS `•' FAR AS 2'-6" 4ND HOOK TYP. Z SPACINGIgSAND- Z q // TYP. WALL REINF. SONG \\� (2) #4 CONT. AT EDGES N Q � MIN. TYP. SEE PIAN HORIZONTALS � LL L --1 a --- T N m - - ---TS-- —� Z z " O �\'OPEN t - �Y �_ wQ . TYP. WALL w 0 z / z REINF. w --^ - — 1 6 -� -- r E) r rn I a o T_ OPEN Q b , -- a 1'-0" I 1'-0" 1'-0" �' WALLS WITH SINGLE C AlFn N � M I m N m N CURT N__f�I.L71..1 o0 'a LINTEL �r I I p o -U-BARS TO MATCH cj COI T$�JCTION JOIINT rr- / WAIL REINF. LL'„ 1 SI GL.E MAI (�OUBL� MAT 20'-0" MAX 20'-0" MAX - - - ------- -__ FL0.0R LINE I - '-- LIN?tL AND TOP OF WALL_ �-- -_ � ----� o a SAME SIZE AND SAW CUT WITHIN — - 4 DOWELS FROM WALL 12 HOURS OF PLACING CONC. mQ V)i N SPACING AS FOOTING SEE STD. HOOK LAP w HORIZONTALS - - FOUNDATION DETAILS a ? i - —_ TY!'. WALL SPLICE (2) #4 CONT. AT EDGES U 4 STANDARD FIOOK RE'NF. civ WHERE MIN, EMBED ELEVATION / , w N NOT POSSIBLE / / �—, z -- ------ -- -- - � r- - - i rr z t �� I NOTE; 6 — EXTEND JAMB BARS FLOOR TO FLOOR (2) —�_ OR FLUOR T� ROOF WHERE OPENING 1 r '- (2) #5----- -- - EXCEEDES 4'-0" IN WIDTH, OTHERWISE F--- i EXTEND 40 BAR DIA. OR 2'-0" MIN. SINGLE MA T PLAN_ JAMB DOUBLE'� - 1'-0" 1'-0"v� 1'-0" _ WALLS WITH DOUBLE CURTAIN REINFORCEMENT OR END OF WALL CONTROL JOINT FOR CONTINUOUS POUR —_._- 16 MIN . REINFORCING AT CMU WALL OPENINGS 8 JOINTS IN SLAB ON GRADE 4 CONC . WALL CORNER DETAILS 51J. , 3/4„- 1 -0” S 1 . 1 3/4„=1 '-0° S 1 . 1 3/4"=1 '-0” ?v ' lfkJ;. 2 2 7158 HORIZ.OPEN END —(2)#5 VERT. ,,� ^� (2)#5 VERT. LAP MIN. TYP. BLOCK 010, 4) BACKER ROU AND JOINT SEALER MIN. TYP. SPLICE U.O.N. !'ems, Pv U.O.N. ��� L OO"G ft F rp�Nn noir; nnrP F-',0-05 PREFORMED JOINT MATERIAL—, .c - ry 9 - OPEN END o g ) B��EAK SHELL FOR BLOCK -- __ FLOW OF GROUT (BoroN BARS) SCHEDULE B (TOP BARS)(2)#5 (V) U.O.N. TMr. TERMINATE REINFORCEMENT 2"----- ON WALL ELEVATION TY? _ + DOUBLE MAT -1 � BAR SIZE � V i _ , FROM CONTROL JOINT U.O.N. -^ — � STEEL I --- --'- CONC. STEEL W M TYF E 1 INTERSECTION CORNER CONC. ( T Vc GRADE 3 4 5 I 8 f 7 I 8 10 11 f'c GRADE 3 4�1 6 1, 7 I 8 9 10T11 (A 1/2"0x24" GREASED PSI KSI j_ PSI KSI �_ L—I_ _ p W SMOOTH DOWELS w/ EXPAN. ALTERNATEOPEN END HORIZ._ „ < Z 3 CAP EACH END. SPACING TO BENDS TYP. BLOCK LAP L = LAP 5PLICE IN INCHES L = LAP SPLICE IN INCHES MATCH HORIZ. REINFORCEMENT SPLICE _—(2)#5 VERT. -- --- - — ---- - --- - — --_ -- - - — -1-- --- --- -- 3 N PREFORMED JOINT MATERIAL (2)#5 VERT.-----__, MIO.N . 2500 60 23 31 39 47 68 78 88 98 107 2500 60 31 41 51 61 89 101 114 127 139 ? � MIN. TYP. ,r•— --- - - -- - - F� W LION _ Uj 3000 60 21 28 36 43 62 71 80 89 98 3000 60 28 37 46 56 81 93 104 116 127 W Z .4 N o E400,0 --- - - - -- — Z ; o -N BREAK SHELL FOR 60 19 25 31 37 54 62 69 77 85 4000 60 4 32 40 48 70 80 90 100 110 Z im V LU (� FLOW OF GROUTOPEN END -- — - - TERMINATE REINFORCEMENT 2" ON)#WALL) ELEVATION NP' `� BLOCK FROM CONTROL JOINT U.Q.N. _ SINGLE MAT TYPE 2 INTERSECTION CORNER TYP . CMU TYP . REINFORCING z ri5 CONTROL JOINT DETAILS ri 1 AT CMU WALL_ INTERSECTION "L7_ 12 DIA. OR It MIN. W c 51 . 1 3��4"=1 '-0" 5 � . � 3/4"=1 '-0" b - - G cn N cl- LAP SPLICE NOTES Jcn LU -L—� O m 1. THE SCHEDULES SHOWN ON THIS SHEET APPLY TO REGULAR WEIGHT W Z O SPLICE AT WALL OR SLAB REBAR �U CONCRETE AT 145 TO 150 PCF. � co w 2. ALL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN 50% E O G HORIZ. OF THE REINFORCING IS LAP SPLICED WITHIN THE REQUIRED LAP _ COLUMN SEE PLAN #4 BOTTOM TRANS. BELOW LA SPLICE LENGTH, THE LAP SPLICE LENGTH SHALL BE INCREASED 33%. 0 � y T� _ EACH RISER TYP. a. LAP SPLICES LISTED IN THE SCHEDULE ARE CLASS "B" LAPS. = O Lal w 3" EACH SIDE OF-- � �It 1 1/2- OR WIRED IN CONTACT O F-- � BASE PLATE, U.O.N. #4 1J16"o.c. �,�`�: �C/� 5. THE SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING r� = O ON PLAN r "L"_ 12DIA. OR 12" MIN. TOP REINF. DIFFERENT SIZE BARS. v, U F-- T.O. SLAB- a'* 0� �''L --- - = 6. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN z O SEE PLAN #3 012"o.c. / _---_ IN LIEU OF THE LAP LENGTHS SCHEDULED. 5 T.O. PIER #3 TYP SLOPE 1:12 MAX. TYP. 7, • TOP BARS ARE HORIZ. BARS PLACED SO THAT 12" OR MORE OF 5 Q -A a —#4 TIE 06"o.c. CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. USE SCHEDULE � � B" FOR LAP LENGTHS OF IOP BARS IN SLABS WHERE MORE THAN ---#5 VERT. EACH CORNER FIS:SH_ GRADE_ —_ _ \ y - —� 12" OF CONCRETE IS CAST BELOW THEM. z - , AT RECTANGULAR PIERS OR SLAB SEE PIAN �; "L" 'Q 5 VERT. ®16"o.c. MAX. 'b r`' BOTT. REINF. 8. ALL DETAILING AND PLACING OF REINFORCING SHALL COMPLY WITH ]L #` ! ? !\\� \ �� THE IAP SPLICE SCHEDULES AND DETAILS, UNLESS SPECIFICALLY _- T.O. PIER__ r- Y/ SPLICE AT BEAM REBAR DETAILED OTHERWISE ON THE DRAWINGS. - r 0 Uj (2) #4 CONT. \�. �\ J W I FOOTING AND REINF. 10" FOR DIMS. NOT NOTED i PER SCHEDULE SEE ARCH. DRAWINGS MIN. W REBAR LAP SPLICE I. 14 TYP . PER DETAIL CONCRETE STAIR ON GRADE 6 DETAILS AND SCHEDULE FOR REGULAR WEIGHT CONCRETE 51 . 1 3/4„_1'-0" S 1 . 1 3/4"-1 ' -0" S1 . 1 3/4"=1 '-0" 6 6 issue date: 05 August 2003; 6 BAR DIA. AT #5 D job number: ND430M0 4.. OR SMALLER BARS JA OR X62 BOAT DIA. revisions: om MIN. EMBED BARS D o SEE SCHED. 02 CD V:D z o �� ANCHOR BOLT 90' BEND TIE OR STIRRUP p D 5 SEE SCHEDULE a Z - -6 BAR DIA. AT #8 - - --- - 6 BAR DIA. - - - — \ OR SMALLER BARS 3" MIN. v ^ — 4 DIk OR 2 11f MIN. D D 1.5d�I �� - 90'-BIND 180' HOOK FACE OF CMU WALL_ -� _ r 7 D = 6 DIA. FOR #3 THRU #8 _�� 6 TYPICAL DETAILOS 1 �� _ ..>3 D = 8 DIA. FOR #9 THRU #11 - 135' HOOK, 135' HOOK, D = 10 DIA. FOR #14 THRU #18 BOLT EMBEDMENT SCHEDULE TIE OR STIRRUP SEISMIC STIRRUP Tlk .MAX. OFFSET BEND BOLT S1 EMBEDMENT 5/8"0 — 4" NOTES: NOT „- - file name: 430S101 MINIMUM BOLT SPACING SHALL _3/4 0 5 1. FOR "D" ETC., SEE C.R.S.I. HANDBOOK (GOVERNING EDITION). BE 12 BOLT DIAMETERS WIT'; 7/8"0 2. ALL BENDS SHALL BE MADE COLD. 12855 ti�V GRANT AVE 19-53 ----- --- - - 1-6"A MINIMUM EDGE DISTANCE OF - 6 DIAMETERS. I 1 --- - , I[l'I'2003-00444, pLM2003-00444, TIES AND STIRRUPS PRINCIPAL REINFORCING E1.c 2003-00444 CMU WAI___L g BOLT EIVIRMMENT 8c SCHEDULE 5 RE BAR HOOKS AND RENDS S1 1 S1 . 111-0" S1 . 3/4' -1 '-0" on c>n 1.9 60 � 50 40 30 20 10 8 NOTICE IF THE PRINT OR TYPE ON ANY III .I-I IIJ-!IlI-rIT[TiI_I! IIII'1I II IMAGE IS NOT AS CLEAR AS THIS NOTICE, III-IIII III I IIII l_iIII_II.hIII III I I�I�I_I.II_II_I�I�I I!�_tLII_�I II�II_.IIS I-I��i1I-II-I L.iII 1ISI�I��I�I_�I IIS-I--III�I�IL�I—�I�I-�I '�I��I CSU 5 IT IS DUE TO THE QUALITY OF THE No 9e e r's__-- ORIGINAL DOCUMENT afi Z 88 LL 9�Z Z 1yL ST,71�1 T8 OL �111 T �9[ GT 9T 9T 6[ fiT v[ TT T e R t 9 9 f fi L t�,�u„� ���� li►� IIIIII1IIIIJillIl II11111IJIll1I1'111111�� ���� ��������li���� ��1�I1���� ���� �I��i�T►►TI<<I► ��I����►il��� I�1��� ����II�I►�� ►���U ITT yU tiU /U bU bU 4U JUU LU IU M I nCO I A rn No.10 SCREWS 04"o.c. 5/6-0 PUDDLE WELDS VARIES �z ( � SEE NOTES - ----- g 1 1/2" PL 3/4xTS COL. 5/8" PUDDLE WELDS SEE PLAN I �r WIDTH + 1" SEE NOTES a 3 16 2 I -. Ij � I xHLERGTH OF �' EDGE OF� / j 3/4" PIATE — SEA z r, EDGE CLOSURE SLAB 3/16 �� _LJ 3 0 - - SAME GAUGE AS DECK \ 113,-5 1 j `J'' I�I ♦ �II I r ~BOD ♦ _.___ m l ♦ l I I ♦ 1 0 (4) 31eO A307 ♦ II I - Q BOLTS TYP. U.O.N. PLAN _ I , 4 = _. _ _ _ C15 N M I SEE SCHEDULE FOR WELD M I + U_ o I �EI? eER r 2 1/2"- TS OF PIPE STUB I �.J �' ` A1EOg \� Np COL. SEE PIAN ��� I I SHEAR TAB- - N I I SLOTTED THI 3 4" AT BEAM A SHEAR HE C/'.� rE MIN. WELD AT - / SEE SCHEDULE 1 EO" �. I I --- \PER AISC SPECS. COL. SEE SCHED. FRAMING FROM 1 I / PERIMETER BEAM I I FOR BOLTS AND ! SEE PIAN '\�I SHEAR TAB ONE SIDE ONLY I 1/2" STIFF. PL BOTH SIDES, WIDTH TO �� SECTION A PARALLEL EDGE / EDGE CLOSURE EXTERIOR BEARING L 4x4x1/4 BRACE MATCH BEAM 3/8" STIFFENER PL, TYP. 010'-0'o.c. MAX. NOTE: USE SLOTTED SHEAR TAB -.—__— AT DEEPER BEAMS WHERE OCCURS. NOTE: AT STEEL WELDS OISTSATGOPPOSITE GER (' 1 TYPICAL PERIMETER BEAM BRACE �/• CHORD MEMBERS _ a 1/4 3/4"=1 '-(�" a ELEVATOIN u P { 5/8"0 PUDDLE WELDS Sc SEE NOTES 1'-4" MAX. ' �^ TS BEAM WHERE OCCURS EACH WAY SEE PLAN PLAN f-V r - _1 r IS COLUMN TO WF BEAM 1fk'JCTURA, ,o 3-12 2 — -- 3-12 '-12 WE BEAMS TO TS COLUMN CONNECTION 2 IN p� ' \ J' L3x2x 1/4x3'-8" LLH (3) 1/4' SEI-F---/ CENTERED ON OPENING RFI 020 DRILLING SCREWS r� " ORIGON JOIST OR O \r 3/4 PL - Pv ± IN 2 VALLEYS STL BEAM EACH SIDE OF OPENING 1 4 3-12 SEE SCHEDULE �q L OGS' i s 1 INTERIOR BEARING ROOF DECK OPENING < 16' ♦I I I�+ XPIRATION DATE. 6-30-OS i I - BEAM I I SCEIEDULE/' -~ 1 SEE PLAN I♦ < ^/ / -1 1/2" Z / I SHEAR TAB SEE SCHEDULE TMP' V I RFI S20 / IS CENTERED IS OFFSET ^' 3/8" STIFFENER PL. I \ O w STL EACH SIDE. SHEAR I 1i 3 TYPICAL 1AB PER SCHEDULE I < Z —�-� M ROOF BEAM TO COLUMN FLANGE AT INTERSECTING BEAMS +6"x/BEAM FLANGE WIDTH 3 / _ z " a 1 1 T S T 0 BEAM WELD DETAIL , WIDTH w/ c4) 3/4"m � � n �� 1/2" BOLTS J W - 5/16 V OA JOIST 3TC �Sl ,2 1 1/2 -1 -0 1 1/2" SEE SCHEDULE _ N z TOO C ANgLE I c z HOn 1 z � v LU A ,p tl ARID 1 1/2" LONG TOP SEAM L5x5x5/16 ROTATED �� I} 11 d I WELDS, SEE NOTES1/4"x2" NT. PL 3/16 m FRAMING AT DECK OPENING 3 4-8 I♦ PLAN - - BEAM WHERE OCCURS 19 TYPICAL STEEL ROOF DECK DETAILS4 N 4-12 OSHEAR TAB QONT. WE BEAM TO COLUMN W G 4 BEAM SET PLUMB BEAM TO COLUMN FLANGE 4 3/4" PL CN INTERIOR BEAM EXTERIOR BEAM PLATE TO '6 SHEAR TAB Q M � w INTERIOR BEAM // __FOR No.Z OF OLES AND COL FLANGE 5/18 SEE SCHED. SIZE OF BOLTS SEE O ap 3 r r BEAMS REQUIRED TO BE SET PLUMB, SCHEDULE W z z • • _ DUE TO CONTRACTOR REQUIRED CHANGES RFI S20 i I 0 U 00 � AT BRACED FRAME. (2) #4 EA. SIDE A-A 3 4" CLR. TOLU FULL SPAN, SEE (2) 4 FULL SPAN i # ♦ I♦ O C/:) O ® ci z SECTION A-A BARS TYP. 1 O REVISED I T I I o = � I S1 .2 3/4,,,1 '-0" LU J o Q 3/4" PL TOP AND BOTTOM SEE SEE SCHEDULE 5/18 - - V♦ ~ \ H- L) VVV SCHEDULE z ::DWHERE > 4" USE OPENING ONE-SIDED SHEAR 5 A A TAB CONNECTION , (2) #4 EACH I SPREAD DI=CK AS REQ'D. 3/4.0 WELDED STUDS 5 � Q = N SIDE AS SHOWN FOR STUDS WHERE BEAMS "K1" PER O w ARE PARALLEL TO DECK A.I.S.C. MANUAL Z O II 2'-0" MAX. 3'-0' MIN GRID STEEL DECK / TWO SIDED CONNECTION ROOF BEAM TO COLUMN WE W � � / 1/2" a �� C_J L�) C.3 co (2) #4 CONT. 1 1112 acv � I W ~ '4J o ADD #3x6'-O" �' a PLATE O 5 16 J 016"o.c. AT GIRDERS 5/16 1 SHEAR TAB W LAY ON WWF I * SEE SCHED. INTERIOR BEAM + L.L. NOTES: 1. OPENING CUT AFTER CONCRETE POUR. BLOCKOUT w/ SEE EDGE / + 2. NO REINFORCING REQUIRED FOR STYROFOAM, CUT DETAIL r= I+ DECK AFTER CONC. / OPENINGS LESS THAN 6" � I FILL HAS REACHED DESIGN STRENGTH PERIMETER 0- GIRDER INTERIOR GIRDER vUi Z + �' 6 6x6-W2.1 xw2.1 WWF S`d 6 issue date: 05 August 2003 STEL FLOOR DECK OPENING DhLE__aIQLQ CONNECTION SEE SCHEDULE451/1s X3/4" PL TOP AND BOTTOM job number: ND430.00 INTERIOR BEAM CONNECTIONS revisions: STEEL DECK PARALLEL TO GIRDERS VE REVISIONS AND CLARIFICATIONS �. GRID GRID TYPICAL BEAM "K1" PER TO 9-16-03 CONNECTION SCHEDULE A.I.S.C. MANUAL 5"t1/4"-- ; 6x6-W2.1xW2.1 WWF BEAM �o.,4F SHEAR TAB WELD SIZE GADDED LTS AT BEAM TO COLUMN WEA (2) 4`-�c#> 30 SIZE A325 X TO TO TO TO PERIMETER REMARKS (2) #4 CONT. 1 t/2_12 CONT. �- STEEL DECK 3/4"0 WELDED STUDS ^y BOLTS BEAM COL BEAM COL_ BEAMS BEAM, SEE PIAN �— J �J3 016"o.C, AT- -- � _ - - '---•� •— •--■—• --• •_ " —•--•-- W8 dt W10 2 3/8" 3/H" 3/18" 3/16" � �v Q N DECK PARALLEL TO BEAM = W 12 3 3/8' 3/8' 3/16" 1/4" 2" MIN. 2" MIN. W14 -3 3/8" 3/e" 3/16" 1/,V TYPICAL DETAILS SEE EDGE 7 '• 14 GA CONT, BEARING DETAIL1/t ♦ EDGE FORM `c W16 4 1/2" 5/6" 1/4" 5/16" I }� I♦ �--PERIMETER BEAM SEE PIAN FOR SPAN DIRECTION OF DECK � -� � I ♦ W18 5 1/2" 5/e" 1/4' 5/16" ,rte PERIMETER BEAM, �fNTERIOR BEAM W21 g t/2" 5/8" 1/4" 5/te" PERIMETER BEAM --1 - - -' _ -�-�- -----` SHEAR TAB CONN. � W24 6 5/8' 3/4" 1/4' 5/16" SEE SCHEDULE file name: 4305102 - - ------ -- -- In W27 7 3/4 3/4 5/1I 3/8" 12855 SNN (:RANT AVE 20-53 EDGE DETAIL STEEL DECK PERPENDICULAR TO BEAMS -- -- - ----- --------------- 11t71'200.1-00444, t1t.hlzoo3-ou.1.14, PERIMETER BEAM CONNECTlQNS F1.('27003-00444 TYPICAL STEEL FLOOR DE(,- K.//SLAB DETAILS 5 TYPICAL BEAM CONNECTION DETAILS S12 � .2 3/'1"_1'-p".—. ---- S � .2 3/4!'=1 �-O" —` -- ---- -- ---- - - ■ S 90 80 10 60 50 40 30 20, 10 3 NOTICE: IF THE PRINT OR TYPE ON ANY I_fI-L-II _ I1IlI_I15� I' I II • I I�IIJ IUI11 !I11 1111111I 11 1_I 1 I1 I 1 1 I I I Il L IMAGE IS NOT AS CLEAR AS THIS NOTICE, G IT IS DUE TO THE QUALITY OF THE - N.30 ORIGINAL DOCUMENT I �I��1►�I►��III�II►��►�►►►►IIS�►II�IIII�IIIlIII►�I►►�►I��►►MLI►N�l►�III I�IIIIII.�iII�II��.II. ►.I.►►�IIiI►►��►�I!I►�TIiI►I��IIIiII►�1���►iI�I�VIII �II��I►►iIII��I�I�I►I��II�»�T�II�II►�►III�I�I►�II���L ����I>�lu 9 � i�I���T����►l 9u 8L) /U bU 5U 4U JU ZU 1 U J 8 10 11 14} 15) (17� �1� (20) (21 �23) (25 ) X26) (29 30 31 a 'BF-A4 4 BF-A4 4 OPP.'I � z ' 5._ S3.1A T 5'-6' I 5' -6'• S3.IA �_6» o CE Z O _ A QLn 'I II p y I J ( I I ro 54.0 bN 4'-8 24'-1 1/2" 4,_4„ - 12'-1. 5,-2" 51-2" 12'-1" 14'-4" I_-24'-1 1 12" _ 11- 4'_g' l W p 5'-i0 1,'Z" 2'-2 1/2" - - /G - --- 1 ��G ���+ j 2'-2 1 2" 5'-10 1/2" N q c',002 CN 0 I- b - I 1 CJ I CJ - -- --- h -- I � 5 1 S4.0 18 9 X11�d 54.0 54.0 �+ BLOCKOUT I EXT FTG TYP. I � I TYP. i GOA�C� I 9 b i 17 O a M S4.0 + 11,_� 1/2" �S�IA I o cq 11'-9 1/7 �, INT FTG TYP. _ _ '' - - - - 91A�U�C 3 I I O�'�O 1 �' I I 3 Q, � IfQF�f SDA S3.1A �\ 2 2 G �+ y�0 2 �d 715 ' T,O. FTG S4.0 +� EL-98'-8" gyp' I m oRsao j L_ - CJ --� \' - - _ I 40 L a01% - ---- - - - Yb %PIF 411ON DATE: 6-30-061 I � r r-- � IIL...��� � � 5 5 I S4.0 I I r \AO GO c� + b V^ oo �a �q 9 bl 5,-0„ G o 3� o" �n s�°( I I 5'-0" `rp fig+ S3.IA r� ro i 7 - v - p a � W I S4.0 Z LL ZDZ k 3 BF-A7 7 BF-A7 7 OPP. I I 3 O N S3.tA S3.tA d _Z of aC � W -� -1 UA f-I s .o - _ s W i f-- - - - - - CJ CJ -- - -� - -- - - ---- --- - - -- ---- - - - - -- ----- - E Zi ® O L" - -- - - - - I--1 �� 54.0 O� A& O� I GO��G C GO�� 5 I co b FF FF b W I I --- - - - -- - -- - CJ - - --1 t - - ---- v I �I a o I _ 1 I 4 W M 9 2 V 2 I GJ� �\0+�, GOA�G j GOA' c�G S3.to S3.1 A M N c� SDA '� +�� �° +S �° I I N b 1 N 07 L ,3.fA +� `1'°o! �0 �0 I ¢ I ii � m -- - - - - - 7' �_' 1� I N W ? Z '� I--! ro cn m b CJ _ - - - lo b _ .J I I o ac BF-A6 S61A 17 6� I I = ~ = 6 X12"oc I I 15'-0 I I S3.IA SIM 5 C/0 U DP & 8 I I �I I 8 CJ 3 '1a I 8 S4.0 b � z � � o LC co I S3.1A I S3.tA BF-A6 1A I I N Q S 5 II a 5 � 6, 0' a I CIO I Gp�. 15'-0" I I ~ 1 G 3'-p 0+�� �O I b a,_0" y�0+ 588 I I GO W 0 Y C:L 4 00 CL. F 101 1 LU C114 CJ `t %a b / ___ Yu ,J J L_ NOTES: . a I I G �� � I a. \+� G ,� 1. DIMENSIONS AND GRIDS TO CENTERLINE OF COLUMNS, O N I I �' EXCEPT AS NOTED. �..L. -1 ( ��+�� 2. DETAIL CALL-OUTS AND DIMENSIONS SYMMETRICAL ABOUT GRID 20 U.U.N. SDA I 1 8 F S1.1 Q F 3. I OR ❑ INDICATES STEEL COLUMN, SEE PLAN FOR SIZE. a I C _ __ -__ __ - f - 00 _ 4. INDICATES STEEL BRACED FRAME WITH LOCATION OF BRACES. ' LL _I - b _- - - + �- } bbl I {� ►.►� �H I I 6 1 L_ _J S18 1 e 1�0" L_ J �� J 5. INDICATES 8" CMU WALL. 6 issue date: 05 August 2003 gg w% �a°o16"o c. � job number. ND430.00 II EACH WAY @-0 br@VISIOnS: O�'�K Gp` GD �, 0,0 g �O ��+chi VE REVISIONS '� S°O� INT FTG TYP 0+� 54.0 ,5+� ' SCS° li I ® AND CL".RIFICATIONS � ° ` PLAN - SECTOR A TO 9-16-03 EXT FTG >,'P. 4. FOUNDATION U N DATI O N L N S C s4.a � o CJ - - --- - - - - ;n 1/8" 1 '-U•• �) S2 1 18 TYP. II b C� BLOCKOUT gd 54.0 Gp��C� N 531A TYP. ��+� „ 7'-10 1/2" 0 r 2 1/2" _ _ 1 FOUNDATION PLAN 1M. r b cJ� - - b N SECTOR A 10 zo Go., �- 2'-3"L-- 6'--8 3/4!' �N q� �S31A - BF-A- 5 O P. T.O. FTQ - 18" SO PIER TYP. �' '� file name: 430S201A Up i EL=96'-0'' I -T.O. FTG G N A 20 - EL=96 -0" I O�'� I � �q � I I '` 12Rgg ti1�'GRANT AVE 21-5; �h� 4'-0"x7'-0"x16" FTG �O 2'-0" 2'-0" �O �� �� +^� \O` 11('1'003-01144-1, 111,N11-1011341111444. (, 2 5 7 LONGITUDINAL & O �'(� c� 1 - I - /� I I y� M H:L('211113-111144a DELETED �� `�° DELETED S4_ {;5 TRANSVERSE, T&B I jo0 O S�0( a Sv I + TYP. 2 LOC �, N COL. & FTG. y��, COL. & FIG. ) I b A rd T.o. rrc -.. _ P „ ❑ - - , -J O.g6'FTG p„ �` G� 1 jr F.O.E.- �, L_ '� ��l (,� 1 5 � CO NC BENCH +� 5q 2'_8 G ^L CANOPY S2w1A JCH p SEE ARCH, TYP 1 30'x50" h PO 10 I . can or 0'80 50 a '6'• 110 qFF lipr' a 4� 20 10 8 9C lip r' 41 IF THE PRINT OR TYPE ON ANY II l(f 11 1 1 1 1 III 1 1 1 1 1 1 1 1 1 I I 1 1 1 III III I I III III I i 1 111 !I 1 111 III 11 1 11 1 I 1 1 I i I 111 1 1 11 1 11 1 11 I I III III III I IQI III III III I I III III 1 1!11 1 1 !1 1 1 1 1 1 1 1 III 111 1 1 1 1 1 1 11 I C IMAGE IS NOT AS CLEAR AS THIS NOTICE, lL I 1 I I__.II I--I--I- L_ I I 15L__ I_ -I. 161 I I--I1I_ aL I I I I -' _ZOI ( I - 11 -I-I 1 � T(t I I 31 aooJ NUM. 01-.-r..• IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ _ _ _ _ _ ORIGINAL DOCUMENT � till-II11111 � r�E G [IIL9TL 9i: 6 � 68i B1T Lf[ 91i -4�'l .i� �TSiTt I �8� 9 -! I I I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIlI11111111INIIIIIIIIIIIIIIIIIIIIIIIIII111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIII11IlI11IIIIIIIIIIIIIIIIII,II;llll �lllllllll�llll i 60 50 40 30 20 10 0 $ 90 80 70 ao z O v CC N O I . M O z g _ ! g � Z �- N N M 3L r/ N ~ 1 • v' i r I' P� 2 � dpi 2 ORLOON q� L G EXPIRATION DATE: 6-30-05 ,,,—ELOPE TO DRAIN SEE ARCH. J I F.O.C. O 7'-1 Cr5 54.0 SIM. � ' I ' - - f M c W zu L — , - L �� - - - to g < z , I I LL: 3 A ' I BF-81 (�2 L � I 7111 J W LU RECESSED SLAB5 " W h z L J %51 (� I AT HANDICAP LIFT S4.0 2'-2 1, 2 f I r _ J - I I SEL ARCH. SIM. z � III 10 ZW `o+A,� S3 IC so�o I cJ I 4 T A. 12'-8" I C + 18" SO PIER TYP. C z 'l - T.O, FTG 0 1 of EL=96'-0" —_ _ T.O. FTG G a I I .C,o !y� + 20 EL-96'-0" I I Goy s wI I SIM. 'o I i 17 I I +�� S4.0 A. �, I S3.18 G k 4'-0"x7'-0"x16" FTG 2'-0" 2'-0" �d �3k I +� z C � O 2 co b 5 7 LONGITUDINAL & co c0 1'- I ' I 4'� `J�. �0 O• 3 I �, 5' I I DELETED ®�0 �p DELETED S4.1 J ,� �8� $5 TRANSVERSE, T&B � � � � 00 � O SD U� � `r N W I m CC'.. & FTG. y�0+� COL. & FTG. TYP. (2) LOC I 5 �� �. I - - - - - - 4 W m _ --- - —� T.O. FTG I— -- - - _ – - - - - U p ` -- - — - --- - q - , -- ■ - _�_ - — — — T.O. FTG C,_10 r.0.� G� �10% cNCONC BENCH g r� 8'-6" pCF,NOPY Cilo O`'� 5 SEE ARCH, TYP 30"x50" hp / N wCONC BENCH G cJ �, �O■ SEE 13 S6.41TYP. �} p S4.0 BF-B2 2 �ONC p 5 �, 0 1 I X77 SEE ARCH, TYP � S31B IER. } �0+`L0 �J 54.0 ��+i .1 r '7 p'�c� — I C14 O1 co z m � — I 'i o I _ �— C0 rz) ' ( p }-- - - — - �* - - �- — Ago• �s - J m LU DELETED BRACED 2" �, b 6F-83 3 I b 18 b 19 FRAME BF-B4 sc0( Sp OC 0 5 j I b `�G� c' O C] ` I I 53.18 I I S13.1B/ 100'-0" v1 \ y1�+� I \ y CD r + CD r,&//, m f cr - �O L CJ j N 4" �ONC $OG c3 ih Cry U m b6, W/ O1 O.C. N EACH WAY 20 z S3.,B ■o Q� ZZ cn — —_ ,y0 yip +,LO m 5 � N Q m TYP. (3) -- I + y1�, ��. I �, r I I m Q 5 PI-ACES � iv CJ ��i �` � I a CJ - - l-m— 'l T W � � ]C � _ � NNc. - 4 o v +� 53.1 B ■i �_ n — J I W -2bNBF'--B5 io F_B6o I Q 531 B —_ - 1 1 5 to w O`'�G n S4.0 CJ � � 5 III B • �0 GJ b I I L ��+ I S4.0 1 GO��O `p�� 11'-0" ( I . S4.0 00P. I SD O� I'4'0 TY — — �_, _J 5.3.,8 S 17 G�� G — �O BF-B7 *7 \6,_—_ 1 v '�.i I 53.18 �, G �0 p�� 1'-5" '. p 5 S3.18 _ I 6 issue date: 05 August 2003 F ( I m G'a� ��+� I I �p F.O.C. +ro+ �i S4.0 F.O.C. N m K TYP. job number: 430. sa.o — — -- m ■�o revisions: —I _ �- b I -, o _ -- _ — -- - IVE REVISIONS __ L- J ® AND CLARIFICATIONS CANOPY -- -- — — -- — — -r- -- -- --I — — — tK SEE 1-7/S6.4 ��' ' .11_y' CANOPY 4 1'-5" cep 8 5 F.O.C. SEE 1F/i6.4 +rod °J I TO 9-16-03 F.O.C. /BF-88 S4.0Ty • I I I I a X53.1 B a I r- I -f - - w a 3 V-2" 2'-7" 2'-7 _ A0 I 7 FOUNDATION PLAN 16'-5" 10'-11 11'-0" L_ 11'- o" 1''-0" 11'-0" 10'-11 16' -8" - 21'-11" 11'-0" 22'-U' 1a'-2 1/2" SECTOR B 3 4 y I ( 6 7 9 ) ( 12) (13) 1 16 �18 (22) 24 2- (28 30) filE ,lame: 43US231B 12A55 SNN (.ItAN'F AVE 22-53' [it 11211113-00444,PLN12003-11044„ fH:1,('211113-1111444 FLOOR PLAN — SECTOR B ! S201 B �r 80 70 60 50 40 30 20 1U 8 NOTICE: IF THE PRINT OR TYPE ON ANY - I I-i IIII _I--! -I-I I -I--I�r�IIIIIIrrTIrIll�it1�I�IIII IIIIII1III1111111I4I — 1 II� II I II�II1�1I1�1I1�I�I�III�II�tII�I�t�I��III�III�I I�I�lit !�III�I I�II�I� �CaoO IbAGE I£ ROT"AS CLEAR AS THIS N")TICE, C J IT IS DLIF TO THE QUALITY OF ;HE N.ae ��r ORIGINAL. DOCUMENT S Z SL �I�!i!��� �I�� ►�!� iTl►�L��r111111111 g1111111"1111121 11!1 L1 11 111t11L 7, gi Bt G1 9t 91t 6T St �i it i 8 L 9 T f S L Tame - 90 80 70 60 50 40 30 20 10 0 v cn t C r, 1 3 co cn z C) v 96'--0" � N - -__--- --- ----------- - _ - --�/ o 29'-0" - -_ - 29'-0" - - 29'-0"`-� _- 4'-6„ Z Ln / CONC. SLAB TYPICAL 4 PLACES 8 " SLAB SEE 19 - 24 0 COCOLUMN S4.0 SEE 19/S2.1C 5'-0"SQ. FRG. i Cga. EDGE FORM TYP. AT FREE Z ' _ 24x24 GRADE BEAM Ii a EDGE •� It 103'-- - -. 10----3��� G1 1711 r- - - - -j SEE�/S4.0 SEC110N A-A j - - v - _ -� tt'�--- I I N v ,} /q l!1l VF- TYPICAL 8" CMU WALL CMU WALL, SEE 20/S2.1 C 1 GROUTED SOLID -�-FOR ADDITIONAL INFO. f (2) #4 TOP & BOTTC.A 1 �4 VERT. 048"o.c. w/ iY4x12" EPDXY ANCHOR 04 o.c. • _r 100'-�� -- - - ---- 10-- 0 -4- -j, i b 8" CONC. SLAB w/ 8" CONC. SLAB w/ #4 O10"o.c. EACH WAY #4 010"o.c. EACH WAY Ln 20 DETAIL rl 6 DETAIL S LCTURg4 ! 2 52. 1 C 3/4#'=1 -0 52. 1 C 3/4 -1 0IN Z INR�P ��\\ L5x3x 1/4 CONT. W/ 5/8"0 EXP. CONCRETE SLAB - ANCHOR 024"o.c. MAX. 1 1/2"x20 GA. TYPE 'B' - -- 25'-8 11V' V ---- - - " -- 18'-4 1/2- -EXTEND 2" o>wsco� EXTEND WALL VERTS. L 0 , " 3 1 2" CONC. SLAB / 18'-11 33'-0 / 9 7\ie. �a^G�Pv COMPOSITE FORM DECK / WWF 6x6-W 2.1 xW 2.1 3 1/2 INTO SLAB TYP. 1° XPIRATIQN DATE: 6-JO-05# -SLOPE TO DRAIN S4.0 S2.1C SEE ARCH. 103'-_4 CK� - - _ _ - - - -- - --- - - - -- _ .� - - - -- -- �IJ_=. -7 - T! n- -IT= fir- -T�_ • -� CMU WALL SEE 2.0/S2,1 C I I I I I I I I , I < FOR ADDITIONAL INFO. , ! II II II II II II I ! I II � Di CA I I +� - - 7'-10" 1 1/2" STEEL DECK WALL ELEVAT ON 3 ' - - -- S, L WALL PANEL ANCHORS 048"o.c. b, TYP. 100'-0" U a L - - - - 1L - - -U - - - � ! l It ii II II II - %A a' 0 W S2.1C rt I I I . I I I I I Z < ki z I 20 i I I I I I - � 1 • • bD 1001-0" y� �a S2.1C I I i TYP. i i 8" CONCRETE OSLAB BELOW i I , ! BF-81 1 I 3 = t 7 H I + I I # cACH A�( ( Z of -- -� I TYP. I ! I S3.1B � '�* ,� I '` I I I I I I I I I I I I I _ I RECESSED SLAB U -� - I �I I I I I I I I I I I (- 'I I AT HANDICAP LIFT a W r_ I I I ! I I ! � I I I I_ J ! I I SEE ARCH. � '� Z • L _J18 I I I I I I II I I L r - I z go O z � $2.1C I I I I i t I I ! us -8" CONC. SLAB w/ �j' I I SEE EARCH. SLAB 010"o.c. EACH WAY 3r9 SEE 11 S4.0 S4.0 �� S\ p+ " SD C'p / ,,� p 3r9 �_l 1/2 x20 GA. STEEL DECK z - S�cpl SEE 19/S2.1 C c o •'� I _ I �� sa.o o) -J MF Sim. b �- I w ("T9 _ DETAIL rl5 DETAIL I ' I `= S2. 1 C 3/4"=1 '-0" RFI 0024 52, 1 C I L.IJ 3/4 -1 ' -0 � �<S3 � j o 1� oa'-o" I � I S 4 I IC ` IplG 4" ON,; S B 17 CJ--� 4 W I I z +y� °' w/ `. 016 0.0 M � EACH WAY 8" N a 'o TYP. 3 w J �M w CD z m II R �- - - - zoo TYP EA SIDE OF OPENING I S:2 LU L - - -- `J = CI= w 6 ! , 6" WALL PANEL I L_ O #4 416"o.c. 24 1D S4.0 #4010" oc EA WAY a b BF-83 3 0 � 2 GG�c�G COW' I I roI X3.1 B TO Q1 103'-0 SLOPE TO DRAIN j I �`�+ Z CD CJ w -�-~-~-'--• I I SEE ARCH. 7 ��+a� �0+�°'�0 CD �. (1) #4 EACH NOSING • • • • - S4.0 �h,. y� I/ ® C.-) TYPICAL C/) U WALL I - - -- - ZD - j • -.� GROUTED SOLID G--- - -- -- -\ - - - - -- Z 2) #4 TOP & BOTTOMSr p Q- Z F_ 5 • j 4 VERT. 048'o.c. I _] ae SEE DETAIL 20/52.1 I S0'-8" 3'-0" -- 2 - TYP. (3) - - _ .5 Q Zc CV S3.1C PLACES F- c) W I � GO • ✓ I I 27'-3" 40'-0" -- 17'-3" - - - w O 100-0" / b I I I I BF-B5 9 CD � Q A S3.1 B W 1- c'4 a. N J 7 8" CONC. SLAB w/ I I S4 Q I bi b #4 010"o.c. EACH WAY I I I ° U.: 5 I 110 l- _ _J ;0;0- I o DEPRESSED SED �, I 1 � DETAIL ,� DEPRESSED SLAB I o, \ _ I Y10 , 3/4"=1 '-0" 5"53.IC j j S3.1B 52. 1 CI ONC S B 6 I z EACH WAY I I ! o m 6 issue date: 05 August 2003 J -! 3 _ job number: N0430.00 w J S4.0 revisions: 6o J b I ° - VE REVISIONS N I 3 CANOPY -- -- - AND CLARIFICATIONS 3 I C'4 SEE 17/S6.4 j TO 9-16-03 S4.0 1 WALL ELEVATION 1 I I F.O C' 8F-B8 8 �aS118 - - - - - -- - -- -- - - - - - - - -- 3 1' Sa,O -2" 2'-7" ----__ 7 7 FOUNDATION PLAN 84'-6" 16'-5" 10'-11" 11' SECTOR C 21 31 i4 j gll A file name: 430S201C -- j; 12855 SNV CkANT AVE 23-5+ 1 FOUNDATION PLAN - SEC-FOR ELC'200i 011444 444. 1'1 .M2°03-°oaaa, S 2. 1 C 1/g„=1 '-0" N / ' ' e 90 80 70 60 50 40 30 20 10 g NOTICE IF THE PRINT OR TYPE ON ANY I1Ir SII III III IIS SII II. ;i ill III I�I�i I III I�I III fll'III III III I I III III IIIiI '111 11111 II III 111 III III I�I III IIIIIII III IIIIIII Jill IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_ I 1 I 4 I I I tyl- jI---I �I I III III II! IIIIIII II1 III I 1 f I I I I I I I I I I _�GI IT IS DUE TO THE QUALITY OF THE _ _ No 36 ORIGINAL DOCUMENT �o � � �i - �IIIIIIIII IIIIIIIIIIIIII I!IIIIIiI IIII IIII IIII Illllillllllll IIII �IIIIIIII IIII III!IIIIIIIIf Illlliill IIII IIII III!�II I IIII IIII�IIII IIIIIIIII IIII IIII IIII�IIII Illi II!I�IIII IIII�IIII IIII�IIU lll�lllllllllll lllllllllllllll � sllll�lll-I IIII�KII Y. f !gE LI` 1:1. i. .0 1!U au iu w 5u au aU LU I U U Y r c' 14 (26 ) z �1Q �1� 18) 17 19 (20 (21) X23 2 �� 30 31� cr N I f ! , ocn BF-A4 Wi4x22 jl6 14x BF-A4 UFP. I zCZ — - -- -- - �- --- - - - - -- q LO I rn x x '-6" 8'- x x N N N N b c� d' 18x3 0 C=3/4" W18x35 30 C=3/4" C I O 1 I I ! I I q � N V n x 18x35 3 C=3/4" 18x35 30 C=3 4" 3 g M b f x a_o 00 ; 00 k, W16x26 24 i 3 W16x26 24 W18x35 (30) C=3, 1L_ W1 x3 3 Cm 4" °' 8'-10" 8'__8" "ill 8'-10" 8'-8" 8'-10" N «— �— - - N N 3 2 3 �l W16x C=3 4" W18x35 (30) C=3/4" �' W18x35 (30) C=3/4" W16x 6i(24)C=3/4!' _ J � (2) N5 CHORD REINF.- L o Y I BARS CONT. o STAGGER 2'-6 c�a Qi xxo 1 x LAP SPLICES TYP, o �, ;� T li _0 N m W16x26 (24) C,'=3/4" 3 W18x35 (30) C=3/4" W18x =3 4" 3 W16x26 (24) C=3/4" $�AUCTUI� 35 (30) C / I -2% 4WI2x19(5) 1D N I _ Gp�. '� j 2 v~� 1NpU/-" PLACES "1, rn +*+ iv ( "5 p 0, °° / x A I •�, -- I 51.2 b+� x I �- + C I N I '� �+ N Of OH6 N^ V 1 1 x C-1" C=1" 1 - if CC) �— TYFl \ I EXPIRaT10N DATE: G-30-OS I N I Op I (N I n �, ( W14x22 (22 C=3/4" d `� +V14x22([2) C-3/4"� •- J I IN / < 3 N b j I i 3 I3 � � u BF-A7 _L BF-A7 OPP. _ W12x26 (16) W18x35 (14) W12x26 (16 o+ `d W I N� N _N I I z u 3 ( 3 3 1 r` 3 $ < I T W16x26 (28) C=3/4" W12x19 (10) W16x26(28;1 C=3/4" IN fD � sfl !O 3 I � � x , W J W W16x31 28 1 _ 3 3 ! _ 3 W1 601 28 • = O 16x 28 C-3 4" � W12x19 (10) � Mil 6 28 - 4" - r I O Z E do u W $ � Io I _ W1 x 1 IC-3le N W1 6X31 (28) C=3/4" W12x19 (10) W16x31 1(28) C=3/4" N W16x 1 ' 4" _ b N I to I N i 1� 1440 I N x uo � I Yx I ~P. I ,o Y Ic_c � 13 I 3 1 0 3 I I o I - UJ W16x31 28 C-3/4" W16x26 (28) I C-3/4" W12x19 (10) W16x26 I(28) C=3/4" W16x31 (28) C=3/4!' F 4 I 4 W I .� p W16x26 (28), C=3/4" W1 6 8 C=3 '4" W12x19 (10) W16x^6C=3 4" W16x26 (28) C=3/4" 1 1j of M r- W j CL CV Cn rn U. N I �_ x x-- I � I� LU z o ® I - .; N v JIM m t 3 3 3 g' U W W14x22 (4) I BF A6 W12x26 (14) W16x26 (28) 1 C=3/4( = W12x19 (10) W16x26(28)C-3/4";1 x 1 =3 4" J w w I IJ o o I4 W12x13 1 W1 x19 1 W14x221c4) ,I,1 O p ( 2) , �) I I J ,. x N.�i d I I as T' O Q N 3 M � N moi... W18x40 3 a 4" W1 x19 16 I W1 1 c�i W12x19 1 b W12x19 16 x40 C-3/4" I V = ~ •r �- 00 U_ — - NOTES: � U 1 M W12x19 1 m I I �� b 1. 1,9--4-0 INDICATES TOP OF FLOOR DECK ELEVATION. �• z C/� N i x x I U i a I 2. I OR ❑ INDICATES STEEL COLUMN SEE S2.1A FOR SIZE. Z C/-) j r 5 �, IIM 6,_�" � 5 �C Q ,� 1 dry 3 3 I N 3. DECK INDICA.iE.i x20 GA. STEEL DECK WITH Q pC cV x W18x40 (32) C=3/4" W12x19 (16)_ W12x19 (12) W12x19 (10) ID 1 _ I W12x19 (16) _ 18x4 Cm 4" � _ —�' 3 1/2" TOPPING SLAB AND WWF 6x6-W2.1xW2.1. �" � CD w ao rn 3" W1 xi 1 10" SEE 13/S1.2 FOR TYPICAL DETAILS, Z F-- L 1 3 I x x �, _ ' x 1 x 4. BF-^ 1 INDICATES `STEEL BRACED FRAME WITH LOCATION OF BRACES. UJ a I 3 '� I W12x19 1 ) I �_��~ ; 00 W14x221(4) 3 �� /�� < C� 00 W14x22 (4) I I LW12x19 (6) 3 �� 1 5 INDICATES _4x4x1/4 BRACE, SEE DETAIL 12/S1,2. L� F-- a- W16x31 C=3 4" 16x =3/ N 1 x 9'10 L W16x 6 28 =3 W12x26 (14) F-A6 6. G' � INDICATES 6" CMU WALL.. =J Y I I T � �••) .. ( 7. C=XX' INDICATES UPWARD CAMBER AT BEAM MIDSPAN IN INCHES I W1 20 n: I 1 I '. 8. (XX) INDICATES NUMBER OF 3/.+"0 WELDED STUDS TO BE PLACE p N I N b ALONG TOP OF BEAM SEE DETAILS ON 17/S1.2. I W16x26 (28) C=3/4" _ W16x26(28)C=3/4' I W12x19(10)") 12 = W16x26 (28) C=3/4" I I LL Q t0 6" N Q U. xto co I I IU_ I ; W16x 8 = W16x26 (28) 1 C=3L4" W12x19 (10) W16x26 (28) C=3/4" I— W16x31 (28) C=3/4" I (2) #5 CHORD RFINF. J 6 I (3) N5 CHORD REINF. �,4RS CONT. 1 6 issue date: 05 August 2003 x x BARS CONT. x M w I STAGGER 2'-6" w STAGGER 2'-s" LAP SPLICES TYP. IAP SPLICES TYP. o a o job number: N0430.00 Go Io I i1 it I O I b 16x 1 8 C=3/4" N WIWI (28) . C=3/4" v W12x19 (10)L) W1601 Q=3/4" N x 1 8 -3/4" N _ I revisions: x 04C14 x i g ( x I oD VE REVISIONS to (D4" } ® AND CLARIFICATIONS 3 I x x I 3do 00 P. I TO 9-16-03 FLOOR FRAMING PLAN - SECTOR A 1 1 2 ( W1 5x26 (28) � C=3/4" I W12x19 (10) I W16x26 1 (28-LC--3/4- 1 x f , L S2.2A 1�8��=1 '- 0 10-y"— 101-0" 10'-O" 1�( -0" _ 10'-0" 1Q=Q" - b H M r TYP. TYP. TYP. 8 -3' 8'_3" TYP. TYP. TYP. I 0 C14 16x 8 = 4" IN W12x19 (10) W1 28 C=3/4" I -- in N N N 0) O, ,D •0 0 00 �_ <V 00 00 w s 3 / 3 3v 3 3 3v 3v �\ 3 t` FLOOR FRAMING / - W14x22 ^ W1 x19 W14x22 (12) BF-A5 OPP. 7 N PLAN � TYP. 3 5 PLACES S1.z Y . SECTOR A U ,� _ cU N<S91 .0 v W12x19 (10, J 1 12x]9(7) _— -_ __` — _ 1i -- A/ file name: 43OS202A N ADD. N a 21714 x � 12X55 SNN 4;RAN F ANN 2.1-53 3 ao S5.0� ,_n .r b .2 / x x # 3 0 E111'2003-00444* 111'21111i 0044.1 11.�120U.1-JIIIJJ• / x \ x / J Dp N V / ,8x1/4 W14x22 (8) WI W I (28) W14x22(7) '�- - _ _ - B 2 T I t --- _._-. - - -- -- T Y -- - - --�, -- - - - - - S2n2A 90 80 r(; 60 50 40 30 20 10 8 NOTICE IF THE PRINT OR TYPE ON ANY III III III III III III III I I ill I j l l I I I�I III III III III III III III I I III III III III III III III I I I I I I I S I III III I I I I l l l III I I III III III III III III I I I I I I I III Ill I III 1 I r C IMAGE IS NOT AS CLEAR AS THIS NOTICE, f I - .. I 1 ! ! I L I—!__`'lI ! I`�1_ - I-- I_ 1 I I I G I L _I_I_ SL - ---I- I I ! �U I 1,11 _I_!��J �C /1 L- l �bc)J IT IS DUE TO THE QUALITY OF THE No 9e A ORIGINAL DOCUMENT E 8Z AS LZ 9Z Z 4Z 2111111111 aI►III►IIII►IIIII ►II►II► IIIIIIIIIIIIII►IIII► ►IIIIIIIIII IIII►III IIIIIIIII ►VIII IIIII�IIT►Il����III��IIIII�►I►l► III►�IIIIIII I�I�I�I�� Illil►IN 1,ll��'�I����►►I�l��+iliiiiji�u�iil�iu iulii� u�i u> L�i���iiii�Nii� a 1 yU 8U /U 6U 5U 4U JU LU IU U Ncel r— 00 c Z C.CD v w �. K � 0 3 a �V Q ca -SEE 5FOR FOR BEAM FOR COLUMN CONN. rA rS h- _ _ - G1 i W12x4O W18x46 W18x46 i 01 I �--COLUMN, SEE S2.1C 10 PL 5/8" SHEAR TAB PER ,. SCHEDULE ON 5/S1.2 1, 8" CONC. I w/ (5) 7/8" A325x BOLrS SLAB ,:: '`-PL 3/4x12x1'-8" (8) 3/4"x6WS (8 GAGE) ry 0 STION (�216ESECTIONoc 2.2 3/4„_1 '-O" 2.2 3/4"=1 '-0.. 169 i ORIGON 'Z n` 9 q4 c L GeN FXPIRATION DATE: 6-J0=05 I I 1 i S2.2C ADD 1 ;f• ADD 1 � oc 3 1/2- CONC. SLAB ►' !. ,12'-0" –- 112'-0!' W12x4Q 20 S2.2C z w ♦ 1 < z 3 n '• W 12x40tq %A `-�"� 3 r 1 _ - - - � � - o _ , W 10°- — W 3 � W a Z PL 3/8" SHEAR TAB PER 3" DECK I I z SCHEDULE ON 5/S1.2 u w/ (3) 7/8" A325x BOLTS 15 b z o V W Si 8" CONC.-� 8" CONC. 48 S2.2C o0 eS22C „4SLAB PL 3/4),12x1'-4” L4x4x1/4 w/ 5/8"0 (6) 3/4"x6WS (8 GAGE) EXPANSION ANCHOR H H 016"o.c. L+_t 14 .�„ S2.2C ('_19 SECTION 15 SECTION _ 5W 2.2 3/4..=1 '-O" -- — 2.2 3/4,.=1 '-0" 4 4 LLJ =..� M _ J cr: w CL gar-- - - - - - - - - CD L oc � � C/) ADD 1 .J CC w 3 1/2- CONC. SLA = o C/) � Z ADD 1 ADD 1 SEE 17/S1.2 Cz - _ 3 11:2" CONC. SLAB U O LU LU „z'-off -- „r-o" C-) � � �•- z c/) i EDGE CLOSURE C/7 5 tV cn UJ Y 3" DECK < p CD LO V d — — W f CONC. SLABL4x4x1/4 w/ 5/8"0 EXPANSION ANCHOR V"J 016"0.c. i LL. 18 SECTIONrl4SECTION ° c2.2 � 3/4"=1 '-O" 2.2 3/4., _ I 6 issue date: 05 August 2003 5 ° a l job number: ND430.00 j revisions: ® VE REVISIONS AND CLARIFICATIONS r• TO 9-16-03 I 7 FLOOR FRAMING a ' PLAN SECTOR C f 3 file name; 403S20;'c 1 C �, 1285.S%% GRAN'),AV E 25-53 BUP2003-1111444, PI,NI2003-00444, ELC20113-1111444 NOTE: N 'C 1. INDICATES 3"x 18 GA. STEEL DECK 1 FLOOR FRAMING PLAN — SECTOR C DECK w/ 3 1/2" TOPPING SLAB AND WWF – _ / H S262C TMP OR TYP.2DF AILS SEE 13/51.2 S 2.2C 1/E3"=1 '--O" 90 80 70 60 50 40 20 10 NOTICE: IF rHE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE -- I 7 1_..I )o05 IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ N_°'° ORIGINAL DOCUMENT � el 9U bu /U bU 5U 4U 3U zU 1 t1 U c� cn co 14 (26) _) (10) (11 ) 16 (17) 10 20 c2123 (25 (28) (3 31 c'' 129'x2 1 2" -7 128'-9'� M I BF-AA BELOW W14x22 L5x5x Z16 ;J/ W1 4x22 L5x5x5 16f BF-A4 BELOW - \' ca i 14 `a �. 4 1 x u� \'� 20' S Nit,n 7 b14 f t' r7 S6.0 S6.1 N tn x S6.0 1 r, 3x 3x co wo _ 4K 4 J 1 �, 24K 4600 J 1 N, 1 cn x U) Ii 'n L0 x 1 / m S6.0 b bI {f ,� 00 S6.1 I 3 0 I _ I N 3 N C,,OM N r- 1 I i° 24K 460.'250 J1 _ 24K 460 11 x 1 m 5 I b 1 129'-8 1J2" S6.0 129'-0 1 2� S6.1 128'- 1 2" W14x22/LSx5x5/16 1 24K 460/250 J1 24K 460/2_50 11 W14x22/L5x5x5 16 � p � N U / U N -i B I 04 W W 12 3x xLr) 56.0 00 w S6.o ,c x I XU x 0 3 v °1 1 128'-411I 4K 460/250 J2 24K 460/250 J1A 24K 460/250 J1A z 4K 460/250 J2 __. W cn~', ts? , v _ 65 _ b xM Y 0 a_o x 10 to 2 S6.0 S6A m bj _ 71 o3 3U Xo 3 1 ; U S6.1 N TUN m �Z 56.1 Sfi.o R26 9ZA�` K 460 2 0 J K 460/250 J1A 24K 460/250 J1A 4K 4601250 JZ _m -r 171 c`\ 40 x x tD � 9169 ! 1 m X% 3 W12x197W12x19 3 S6.0 10 cxi x �� �._ S6.1 ;v 12.8'-1 1 2 g ORCGO 18x3 S6.1 C1 E, 1 A128'-4 1/2"\ W18x3 127' 9 1 56,1 2 -� S6.1 q � - '% yyyy 10 4'--O" 4'-0" '?, n� W14x22 L5x5x5 16 W18x35 W18x35 �i _ L5x5x5�16 W14x C 2 n �, L5x5x5 16 129'-0 1,12" V- m L5x5x5 16 EXPIRATION DATE: 6-JO-OS I rn TS5x3x3/8 g -�� INTERIOR CONCRETE CURB 6- L6x6x1, 2 w m C x 04'-Cr c. � AT 11'-0"o.c. MAX. � 5 _ 126'-6 M+� .- 126' IQ - c N AT RTU-1 7 REINFORCE FER 1 S6 x I +" m EE LOW ROOF 3 S6.1 SEE LOW ROOF S6,1 X 00 Ln FRAMING PLAN W18 = ✓ W1 =1' _�x FRAMING PLAN "� x N 9 00 a t{1 N Mx in cv - °, SG.2 56.1 axo b 13 N a ` ccx I o_0 x 3 X x 3 I I 56.1 t i ai h RTl -1 2x1 x 3 F= V 3 ,n 13,00 Lbs. N 129'-1 1 2" 3 J _ 3. I 8F-A7 LOW BF-67 BELOW - _ - J W14x2 O► �' n� L5x5x5 16 D v, x b x � 129'-4 1 2° rn 128'-9 1 2" _._ 126'-0� TS8x6 126'-0" 0 W 3 cv ! (,) 129'-6' N 1 � �--- Z �!In 3 -� 3 56.0 3 < 24K 440/240 Jam_ W12x19 " 24K 440/240 J3 1 Z v► " `x� `°� xx �- LOW ROOF FRAMING PLAN y � x x N N x _"� 2 5 128 -5 1 2" o- r rr ZLO W `t 129'-8 1 2" x S6.0 S6.1 L H - W14x22 L5x5x5 16 3 24K 440/240 J3 = W12.�.19 24K 440/240. J3 3� W14x22 L5x5x5 16 E I 1�$ 1 z 10 V W 3„x 1 129'-1 1/2 •� STEEL DECK �� 7 d to .� 2 S6.0 S6.0 _ I x N x M SF 1 N �! 24K 440/240 J4 44 240Ln LN K 40 J3 3 4K 440/240 J4 b to cx x o0 r0 -1 et -12 12 to 3 to_ XV x x x x tnY 3 I 00 Lr) x W o� X0 3 n 30 x0 128'-910, _� 1 8'-1" 4 _ i 24K 440/240 J4 z ? 24K 440 240 J3 W12x19 ~ �'? dK 440 24 V 24K 440/240 J4 i -__ F 4 w 3 10 � I g r cn S6.2 S6.o S6.6 p ^ --7 N M m �� �M ^ W 24K 440/240 J4 4K 440 240 J_s3W12x19 4K 440/240 J3 24K 440/240 J4 `� a' U 2 m `° - EIEF-3 04 127' 9 1 2" W L N X CRENFOZCE ERI CONCRETE CURB x x M N 1 1' 0"o.c. MAX. " m I N x 3 ® 129'-0��" 128'-5 1 2" 'r. ~ CU C!) 3.r IPER 14/S6.2 / �� � 3 W14x22/TS5x5x1/4 U w i BF-A6 BELOW W12x26 = W12x2 W12x26 24K 440/240 J4 __ _ _____--__ _ 1 G J CD Q °i W12x26 °' • Q a x x 128'--9 1 2" 127'-10 4 z W14x22/TS5x5x1/4 0 _N N NOTES: O Q M W12x19 31 W12x19 W12x19 3� W12x19 1. !�p-�X-X�- INDICATES ELEVATION AT THE BOTTOM OF ROOF DECK. �r -J Q U_J 3 x RTU-2 6 I - \ ELEVATIONS SYMMETRICAL ABOUT GRIDLINE 20. Z C-'7 w 0,000 Lbi. r 1- 56.1 W 2. I OR 0 INDICATES STEEL COLUMN SEE S,2.1A FOR SIZE. x W18 3 24K 440/240 J4 W12x19 W12x19 W12x19 W12x19 W12x19 24K 440/240 J4 o W18x35 �. U I-- X \ �J � �: U &61 � ti 17 M $0 '� X x N x 3. � I`IDICATES STEEL DECK TYPE AND SPAN DIRECTION.N V x ax0 3 g 56.0 3 axo rn `° x m `t Z C j N to 0 x x o - rn 1 '' 4. C=XIP INDICATES UPWARD CAMBER IN INCHES AT BEAM MID-SPAN. 5 Wo x x 3 �w o0 �w 1 1 3 3 4 CA N 5 Q m to m 3 ; > m m S6.0 5. INDICATES STEEL JOIST SIZE, LOADING AND DESIGNATION. N x W ; d 58,0 24K 440/240 J1 SEE S3.2 FOR ADDITIONAL_ INFO. 7 I-- LU 24K 440/240 J . W12x19 W12x19 2x19 W12x19 W12x19 / 24K 440/240 J4 W18x35 L W18x35 6 W OC 1 3 � W12x19 W12x19 W1 x19 W12x19 56.1 W1 x19 N x S6.1 Sfi.O I co LO U os 2 ff\�128'-9 cv x °' C?0Q_W14x22/TS5x5x1/4 x 1 2" 128'-5 1 2" 3 -1 3 4" i27'-10 3�4"24K 440/240 J4 W1 X 6 3 X 6 W12x26BF-A6I� W xUtLUW TS5x3x3 8 129'-0 1 2" m / 12 30 0T' O"o.2 S6.0 SIM. N x -r7lW14x22/T55x5x1/4 }� -U ; w 127'-9 1 2" ^ u� LU 24K 440/240 J4 4 / 40 3 1 x19 4 440/240 J3 24K 440/24: J4 °D t° N N Q d Q x x 1 " 14 N M - _- _ 56.1 m I 3 56.0 3 128'-9"" 128'-1_6 r. 3 24K 440/240 J4 3 K 440/240 J3 _T W12x19 4K 440Z240 J3 24K 440/240 J4 j J 1 8 d •r r7•r 10 s 5 X x 6 issue date: 05 August 2003 1 n W Mw x M x 00 w x ss.o ss.o ss.o 3 n M job number: ND430.00 x z ° x 4 0 S6 0 °' ROOF FRAMING PLAN - SECTOR A revisions: 24K 440/240 J4 4K 440 4 J3 W12x19 3 _ 4K 4 0/g40 J3 24K 440/240 J4 I S2 3 1/8" =1 '-Orr co VE REVISIONS N \� ® AND CLARIFICATIONS C14x to56.0 TO 9-16-03 13 2 9 � N 3" GA. 56.0 S6.1 56.0 N I _ rn 3 STEEL DECK' 129'-8 1 2" " 129'-1 1 2" AH`\V 128'-5 1/2� 6x13 18 W14x22/L544/16 I 24K 440_240 J3 _I W12x19 24K 440/240 1J3 W14 x5x7 ,) -�J xx X S6.0 1 12 x 5 x x "_x S6.i S6.0 ,n 56.1 x 3 3 LO OH to ^ '� `n 24K 440/240 J3A W12x19 4K 440 2 A 1 to w D 1 N m to 1 N 7 __ N x ,13 x " 560 ROOF FRAMING 3 3 x S6.0 `� x 3 12_ 8'-3"v i� 7 r 3� 3 S53 BF-ASL BELOW H 1V14x22 = W14x22 yW14x22 BF-A5 BELOW _ PLAN 128'-9" \ 129'-1" 75-757577-1-6 r 1 N 129' N SECTOR A N x / N co 'b0 d 6-26-03 x LO LO X co .t x I / T to �� �� 3 x 3 C-1 ss.2 -�� 3 fi'e name: i 305,i).lA x ` J 24 4 _ W12x19 ' 4 ' 40 J W18635 _S6• r� N i r - - I N I2R;S SW GRArT A%E 26-;3 LU L to I 3 *128'--5 131 I':onz_n:►s4t. r't.N�2noz_oua tt. L5x5x5/16 19 \ xis �J .TYP• 3 56.3 I i EF-4RFI S07 128' S" 128' 11 i 12 '-4" N SIM. -- W14 x5x 16 W14x22 ` - - - -' W14x �V14x22 B - - - - - - -- _JbL12x!15. _- x x 1 L x x x x_ 1 _ -- • I I I BF-132 I L W1209 W12I x I x I : tOI I _3„x 18 GAno �. - ---- -- 90 AO 70 60 50 40 30 20 10 8 1 �r NOTICE IF THE PRINT OR TYPE ON ANY r�l I I I l i l I l l l l i I I I ill III III I I I I I I i i III III III III III i lI I L I I I l t I I! I I I I I I I III ill V I I I I I III I I I I l t l l l l t l l I I III III III III III III I I I I I I I I I I I I I�I�jI IMAGE IS NOT AS CLEAr:AS THIS NOTICE, 1_I 111 I }jl _I_I I1I 14� ._.I_I�( I I_F)1 I I 1l_ I I I �L_ _ -�-I- �-I-- --.-I-- 1 L_ --�J 'Ta L _IT IS DUE TO 1 HE QUALITY OF THE No 1e ORIGINAL DOCUMENT ( E Z BL LZ 9TL �L 4L�S S it o�7, 8I B(T L�T Y 4Tl 16�T Si Si il< I T I �8 IR �L �9 r9 _T.___1g Illll Illl llllllllllll lllllllll lll►Ill►llllll lllll►lll ILII ll lllllll►!Illl l►►I llll ll►Illllllllllllllll►►ll�llll I►Illllll I►IIIIII,IIIII ►►lil►l►I!Illlj►IIIII,III►,III►►I�►II ll�l llll I►llll�lll►lll►Ill,l�ll,lli! !I111111„illlll,l„1111ll11ll111Wll1,1111111111111.11111111i1,,III 11N111 J y yU IJU bU 4U 3U LU 111 U o tlU /U v LU CD CC LL r; _J T L r .T C7 1 � d L \ 1 I \ 11 L5x5x5/16 S6.3 TYP. TYP. W6x 15 Y 1209 -B1 BELOW- -7DD M i 2 ` try \/ \ �R6�oM 20 _20 1x L d q O d"�(' ' S6.6 S6.3 3 "-� LOWER 12 ExPiRArIGrd onrE: 6-so-os ROOF 56 6 --- U - U O-LO-UJ cJ x LO N 7 LO cn J OD Lr) X W12x19 � co co co -I x x 3 56.2 18 < 6x15 3 BEAM BRACE _ S6.1 - 1v 10'-3 1/2 EA. SIDE ® ^ `�' 4 7 W12x19 �\- - - _ K 47 d W1BX35 z � 3 MID-SPAN 3 � � � i� - - -- �� � N � � SEE 12/S1,2 o N i I o o, �� 12 SIM. w L x I 3 17 S6.6 /� m -L5x5x5/16I 3 19 x I I i S6.2 S6.1 YRFI S07 0 fD TYF. 12 IM. o TYP. S6.3T/ I EF-4d W6x 15 S6.3 56.3 L WER m k9 z W SIM. OOF �� 1 12 12P'-5 I I - - I I W i• .2 W14x22 Z < Z N b 0/� ADD 1 , \ I S6.3 SIM. - Wi x x5�c5 16 �W1'4x22 I '- - - , 128'-4" 128'-5" --- - P 3 V 1 N \ - 3 I x x x x L5x x Z of 'I - BF-B2 B- d W16x26 UPPER W16x PP-R - W1- x19 _ x x W12X - - - --- -- - -- I - -_ W EM GA n T3 b x X x9 LOW �� . ' �` rn T"XL8 ECK 'A = .t ? '� u� .n .STEEL D 00 I _� ?• x �� so `� LO � i � LO 0 x N % u� In ti/ x u� 12 TYP AT ' zO V o N x x �`L x x o x o a o ,�•. N N 56.3 CANOPIES z W6x 15 5 !�♦3 x o N O o_ o_ 0 3 ; x - z IQ r 3 � VW !! � 3 _� 3 3 3 3 3 3 3 3 S6.4 TYP. - W14x22 BF-B3 BELOW W14x29 W1 422 W12x19 _ W14x22 W12x19 W14x22 -- - R 7 0 1p N N SEE 3/S6.4 - - �\ to co m m /� _ N i 6x1 x N > 3 F-60 •` m 12 � 3 rn 3 � L5x5x5/16to cy) 6.3 N m m N N TYP. ,�� W12x19 x N cV N W12X19 x04 �x EF-70 dx 3 W 3 3 3 3 3 3 O ® VE CHANGES 3 a, �� 3"x 18 GA. EF-80 m LOWERED ROO x `9 �,�, INC x ,\o Q, STEEL DECK ,.� GRIDS Q-T & 3-37 4 4 N �� J/ SEE BELOW N / x �P ��� m AND GRIDS 316 & T-V 1/ RT 3 �� EF- 9/ 3.1 B ^� 3 ,i 6 C14 !� m CL x 1,0 0 Lb W21 x50 C=3/4!' UPPER & LOWER N S6.3 Q N SX.X W12x19 BF-85 BELOW ! ; ,\� F ?' n r w - C ?, - iff - - -- x rn rn `A♦ ^� ?,, x LOWER x W Z z OQLI N x 17 '� _1 S6.3 TS4x4x1/4 �/ti \`� 5 C14 0b / b � � C0 cv 3 3 3 -' BETWEEN UPPER '� 2+ S6.3 I rye I U rC °i 3 AND LOWER BEAM - _ b b b � '� ¢ I- 0 x , W 19 x SEE DETAIL 17/S61.3 n ` ^ h ISI I _J Cr z N / BEAM BRACING - 3 �,�h .d TYP. SEE 7/S6.3 I �� -■- - O Q N I TYP. o W12319 W16x _ -_ •,d '� t- `r 11 AT�BEAM MIDGSP . 7 ■� J o I I •d 12 II �` `O Nto N SEE 7/56.3 p cJ 11' x N �6`, x I C S ~ N 12 i� S6.3 O o ^ S6.3 (o N x \ N 11ZD -- -L5x5x5/16 3 S6.4 % J � o SIM. x 3 2 3 1 3 3 3 �� ; 56.3 v♦ C� C~j 12 m o S6.3 �-'� 56.37 S6.3 I Z C j ZD g g - 1 -- - --- _ --- - - V I= --- - --- - - - ---- M -- 56.3 m W12x194 - 3 3 3 x 3 5 Q d < N 5 LU a �` N j 7 S6.3 \-TS6x3xl/4 AND °'' C-D N ® x II b �6', S6.3 TS5x5x 1/4 AT z � Q 0: 1 \ CURVED ROOF. W = cn < 3 �� X o V'@ 4 1.i7T 1 1 Q 4 S6.3 S6.. d♦ 56.3 �� CD ouch Q 88 BELOW S6.5 _ 3 1 - - - -- - - - -( N J F- C --- \� 12 I I LILA �EAM BRACING 15 •.L5X5X5/16 S6.3 ■ I � SEE 7 S6.3 56.3 LTS6x3x1/4 AND -- 7'-3" .�a SIM. TS5x5x1/4 AT CURVED R OF. I I u: - I I c LJ 11L 1/4x4x6 CANOPY CANOPY SEE 17/S6.4 SEE 15/S6.4 I 6 issue date: 05 August 2003 b I job number: N0430.00 revisions: _- 5 8 9 ! 12 ! 13 ! i 16 ( ® VE REVISIONS 3 4 18 122 24 ) 27 �) :;� AND OCL9 RI16 A0T ONS ROOF FRAMING PLAN - SECTOR B S -J11 1/8"=1 -010 X INDICATES ELEVATION AT THE BOTTOM OF ROOF DECK. 7 ROOF FRAMING PLAN 2. I OR ❑ INDICATES STEEL COLUMN SEE S2.1 B FOR SIZE. SECTOR B 3. INDICATES STEEL DECK TYPE AND SPAN DIRECTION. / 4. C=xX' INDICATES UPWARD CAMBER IN INCHES AT BEAM MID-SPAN. - file name: 13US�IL1[1 -- 5. SEE PLAN FOR LOCATION OF ARCHITECTURAL TRUSSES c USE 3"x18 GA. ACOUSTICAL STEEL DECKING AT CURVED ROOFS. ANDOEfAIL 20/S6.4 (- 12K55'i\N'(:K.1\l �N F. 27-51 6. SEE 2/S2.38 FOR LOCATION OF ACOUSTICAL ROOF DECKING. 1111'21103-1111414. 1'1.312003-11034-1, E1.(•21111.3-IIII.44 2 �TEEI- DECKING PLAN - SECTOR B / A S2.3B /8" 1 '-0" / �g' S263B 90 60 70 60 50 40 30 ?0 10 8 :r'-,,..:-__ :....q.w .,q .y,...- �,s�rwr{?c,...,?F ,^.,: ..m....., n --""--r!s;a♦r^•�svrlMk war+>r«^v-.,rewr. +,e.+wn..n.�w.<•m«P,� ry NOTICE: IF THE PRINT OR TYPE ON ANY I I III III III Ill III l l III III I I III I I I T IT 1T I l f III I l l'I I III III III Ill III III VIII I III III III III III III III I I III III I J I III Ill i j l I j t j l l l Ili III IIII I� IMAGE IS NOT AS CLEAR AS THIS NOTICE, L __.-._1�- -- I- �I _ I - -- I --4 I �1 --- sl I 1- - I --_SL. I �l I-- 101 �_) C} 1 I I ( ( e1 N,>ae IT IS DUE TO THE QUALITY OF THE r.. ORIGINAL DOCUMENT fi Z 8Z G(L 9IZ Z �iL S� L t5 L 61 8(t G(t 91t �9t tbt St �Zi ti t e B L 9 9 t £ L IIII IIII III�IIII I!II�IIII��I'I�IIII IIIIIIIII IIIIIIIIII�Iilllllll�►Ill IIII Illi IIII IIII IIII�IIIIIIIII�IIIIIIIII�Illllllil�lli �llll�lllllllll IIII Illi IIII �Illilllllllll�llll�lll►i►11� II III IIIIIII►►�����II�i��►1uWll�ll�Il11i1�1�Ul�lllllllllllllWllL'lllllllllllUll�il��►H►I , ,b y 90 80 70 80 50 40 30 20 10 0 `a M n r,p Q 7 3 N 1 0= 0 I n a z Ln 5 g - II S6.6 0 0 r, 4'_.g' 9 O 9'-6" 87'-0" - -- - - -- 4'-6" 4'-tY' LU � z • 1 go CC; > t- � ®L430/4 low I ~ " (^J 016x36 r116x36_-_ --_ W16x36 -_ " cn o �Q1�_ -- - L3x3x1/4 CIO Ln Cr�� tv F- 1 j 566 �� I 1 TS 4x3:.1 T 4x xl - 17 L 'x!' S6.6 1 I STFr:L x 7) 112 f J® 1 tS 4x3x1/4 04'-0'o.c. J �� 0 0 0 0 0 N N N N N N N N N N (13 SPACES) 0 0 0 0 0 0 0 0 0 o TS 4x3x1/4 04'-0 o.c. N.r 04 C,4 C14 04 .� (13 SPACES) ( 00 00000 500 00 000 00 00 00 00 00 N N N N N N esUCT_UR4, 566 7159 2 OREGON L ate/ xPIRATION DATE. 6-30-05 r T 4 11 4x 8 56.6 S6.6 EA. SIDE �` J 4x L4x1 4 OF WALL r:1) L4x4x1/4 - -5'-0" 5'-O"8Ln �. 56.6 56.6 S6.6 NP. NP. �1, 2EF-13�] in EF-12 56.4 vi EF-14 u, to TYP' SIM, 3 3 3 N N W (DN N N W6x15 ^I - - D W " ^�� x x x to J %1 YY IL Z V 5'-0 co � to ((6) ® � ca m to N ;, < Z 3 3 3 3 3 3 3 ® x I� 3 z Z .r010'-O" --- S ��, ® .�� W x W inz x 6"0 KILN FLUE 20 Z 13- -� 0,16x26 56.6 20 Q O Z S6.3 _ W18x46 LOWER U H ROOF W 6 LO EF-9 J EF-10 �� ro M 56.6 x _ U U ,�_.�__/2" ® 3 f m to _ . W1` 6x x15 x BEAM BRACENX ((6) 010'-O" 10'-3 1/2 3 w EA. SIDE "q t2 g20 _ ?IN 1 --- -- -- - 3 MID-SPAN 3 c(o SEE 12/S1.2 5 12 SIM. Z x �S1.2 TYP. 11 N N N S6.6 12 9 IM. W S6.6 4 `�° ' P. S6.3 S6.3 L WER W16x4C 56.6 N N E4 N 0 06x15 ® SIM. �- ROOF o w d S6 6 `r 0 4 W 4 b -so 19 � N JzJ N �I � V i, cO S 00 C14 c0v c14C-4� N `�/ N 2.5k to W16x26 UPPER W16x26 UPPER _ a -' 3' '� 'd TS x 2-.5k 4.5k - - J N � Q o INTERIOR CONCRETE CURB m b J X2;1 :1 CL x 07 �. (X AT 1 1'-0 o.c. MAX. O0 00 N x t0 N O N N AHU-1 7 0 N O z J co W16x40 - r1REINFORCE P 4/S6.6 8,500 Lbs. X1 x15P 5 ?+3 cx o W Z O AT -- - OPENING, TYP m LO 06x15 = x x3 8 S6.4 TYP. 3 3 J w p C/) S6.6 -10 x 6 -9 1/2' (� � 2.5 4.5k 2.5k b 014x22 BF-B3 BE � O O O x x - TS5x3x3/8 AT TS5x3x3/8 0 �� N N ES O z \ TS5x3x3/8 - OPENING, TYP. e�\ ,a C7C O 116x26 m INTERIOR CONC ETE CURB o0 W6x15 x �� x 3 3 O W AT 11'-0"O.C. AX. ,,� - N C O 1- 8'-0" 6'-9 1/2" ,b x REINFORCE PER 4/S6.6 x = O N to I x x V to 7` to to tv to 3 2(' N 1 1 56.5 5 W 12x 19 N Z cn u 56.5 56.5 3 Z i Z� OxLU 10 r( J S6.6 0 12 W6x15 TYP J 566 2 W 12x19 BF-B5 I BI ��..� pC Q I\-� S6.6S6.5 8 PLACES Q � V 3"x18 GA m x W tx a,N STEEL DECK x 04 J x o �� rn �i�, N 3 3 3 W x �� 3 W 19 P. N N C14 C14 C*4 T LOW WALL W12x19 H BRACING N N 1004 N N N N U. a v N n a_mmml N 0 O L5x5x5S162.4�S69 /16 d L4x4x 1 1 4 4 T3 T3 5 T 12 ' -- - m V) M M M 04 M M 56.3 18 - - - - - - m W12x19 6 �ti/ S6� , U U U m N 1 6 issue ate: 05 August 2003 a (L N N N 1 p, job number: N0130.00 ® 1 � 3 revisions: _�_- -SPR DER BARS FOR SKETBALL 4 -� NOTES. 4 - - BACK TOPS ATTACHED O STEEL - ,�I 1. x�-x=� INDICATES ELEVATION AT 'rHE BOTTOM OF ROOF DECK. 56.5 JOIST, DESIGNED BY BACKSTOP MFG. 56.5 - VE REVISIONS ® AND CLARIFICATIONS TO 9-16-03 ® 12 2. I OR 0 INDICATES STEEL COLUMN SEE S2.1 C FOR SIZE. i L5x5x5/16 S6.3 7?6\ 7 _3 1010'-O"o.c. _-_ _7'-3" �p ` SIM. 3. INDICATES STEEL DECK TYPE AND SPAN DIRECTION. 4 - 4, 28LH 420/250 J6 INDICATES STEEL JOIST SIZE, LOADING AND DESIGNATION SEE S3.2 FOR ADDITIONAL INFO. -BENT PI_ 1/4x4r6 CANOPY 56.5 SU ENDED BACKSTOP FRAMING 17 SEE 17/S6.4 ATTACHED TO STEEL JOIST DESIGNED do FURNISHED BY 56.5 BACKSTOP MFG 7 ROOF FRAMING 7 PLAN I SECTOR C file name: 4311;% yU du iu bU bU 41.1 JU LU IU U - s ia IRD 25 SECTION AT W14x30 CUT & CHIP 23 J ' I - ` ------ -- _ -- ---/ 17) 15 0 GRID --_..-- --- -- -- r� - , 10 T_ o GUSSET TE SCHEDULE - ROOF LEVEL cc 1. coL. T 3 �-CUT &. CHIP FLANGE ONE SIDE ADDED STIFF. PL 6 ELM OF WEB FOR GUSSET PLATE 30 MARK 'V4' - 'H4' 3/4"x4" \S6.1 `l' ( TS 5x5x1 4 OR 128'-5 1/Y z 128'-9 L5x5x5 16 Z 13) 7/8"0-\ / 5/16 Al 8" 1' 1/Y AT COL SIDE IN 128'-9 1 BOD -- - B00 U i BOD �- Q A325K BOLTS L5x5x5/16 5/16 1'-F 1/2" - - - W14x22 14x W14x30 1'-6 1/2 ROOF DECK ONLY AT SIM. -- -A2 8" 1'-2 1 AT COL SIDE T N 20 LL BEAM 3" TYP. -- - ------- t M _ _ _ _ _ VARIES _ 127'-9 1/_2� A3 7" 1'-10 1/2" AT COL SIDE Ss+s+S S SIM S3.1A o v - - - - - BOD AT TS5x5 * * * * 1 BOD _ VARIES 1 A4 8" 1'-0 1/Y COL SIDE p - BOD AT 15x5 -- - - I 1,'4 -- u TS ~ * ♦ + �� ♦ T 1/4 A5 7" 1'-2 1/Y AT C SIDE 4 s+s I°� \� 1 1 1/2- 3" S' ♦ � x ' +� x 1 L4x3x1/2 / 1 1 Y ♦ • �- -- _ - aO �LLV ♦ ♦ ♦ • ♦ ♦ ♦ A6 8" _ 1'-2 1/2" AT COL SI DETAIL. 16/S3.1A 3 W1 4x30 b 114'-0W18x38 12 44,- ` W18x38 18 -� BEAM � I AG 8" 1'-2 1/Y AT COL SIDE DETAIL 20/53.tA W12x19 W14x22 7/8 (4) 5/8"0 \ �\ bj W14x22 BEAM �'\ r I A7 7" 1'-2 1/2" AT COL SIDE- ` 6 Wi -kI- 19 o 1 325 BOLTS r 5/18 '/ + II I 5/18 A8 8" 1'-6 1/Y AT COL SIDE \F6�6 S3.IA SIM S3.tA x 5/16 ' ' �W8x48 COLUMN \ S3.IA 0 7$6 13 I'-10 7/8" 18 ; 9 13 W8x48 COLUMN x�' y - 6+ro+� +6+5 S3 IA / S3.1A S3.1A - 3/4" GUSSET PL �`� B RFI S06 Ts BRACE- GUSSET PLATE SCHEDULE - FLOOR LEVEL � s" loo'-o" _ - 100'-0"---- s/16 SEE FRAME ELEVATION 1/2- STIFFENER PL ADDED STIFF. PL SECTION TS BRACE --� _� TO COLUMN FLANGES - - SEE FRAME ELEVATION 3/4" GUSSET PL MARK 'V2' 'H2' 'V3' 'H3' 3/4"x4" -_ 1/2"x4" STIFFENER PL NOTE: SEE 20/S3.1 A FOR ADDITIONAL INFO Al 10" 1'-6 1/2" 7" 1'-4 1/Y AT COL SIDE �2oBR CED FRAME DETAIL- REVISED r-16 CED FRAME DETAIL- REVISED A2 10" ,'- ,/2" _ r' ,'-4 ,/Y AT COL SIDE_ 8 BRACED FRAME A8 4 BRACED FRAME A4 ��A��Tu - '- " *R SPONS TO RFI-009 ROOF LEVEL A3 9" 2'-4 1 5" 1'-10 1/2"v AT COL SIDE 53. 1 A 1/8"=1 '-o" �1-. 1A 1/8"=1 '-o" � y 253. 1 A 3/4 -1 -0 •�•RESPONSE TO RFI 009 ROOF LEVEL 53, 1 A 3/ -1 0 E E _ 2 v�'�'"�'� A4 9" 1'-6 1/2" 6" -1'-0 1/Y AT COL SIDE 7 P� l ORLGO, CF110� ��/ q5 8" 1'-0 1/2" 1'-4 1/Y AT COL SIDE r \ SECTION AT k1fb6U -CUT & CHIP 1,-6 1/2" 1 30 1/2" STIFFENER PL A6 1'-6 1/2" 6" 1'-2 1/2" AT COL SIDE 16/S3.1A 26 23 9'(O L`G't'r ry /-1 TO COLUMN FLANGES q6 g" 1'•-6 1/2" 6" V-2 1/2" AT COL SIOE 20/S3.IA / / �� ��� � C01-' � E�FIRA710N DATE 5-10-05 1/4 1/2"x4 STIFFENER PL TS5x5x5/16� 5/16 --__-- BRACE 5/16 3/4" GUSSET PL A7 8" 1'-8 1/2" 6" 1'- 1/2" AT COL SIDE _ 19'-11" TS BRACE 18'-9 1/Y SEE ELEVATION ��'" 3/4" GUSSET PL PROVIDE BLOCKOUT AT GUSSET _ - PROVIDE BLOCKOUT, Nn CONIC WITHIN 1" EA SIDE A8 2'-0 1/2" 8" 1'-8 1 AT COL SIDE i NO CONCRETE �. _ -__-_ - -- I I I J 14 7 8"0 - WITHIN 1" EACH SIDE r W14x30 129'-i 1 < / 128'-9 1 �„ 1 >" A325X BOLTS --_ BOD - -B L �' b 114'-0" • I b 114'-0' BQD •, D,-3- - -------4 - 127'-9 1/:. X, I 5/16 / , 1 -� GUSSET PLATE SCHEDULE - FND LEVEL \ Boo � 1 1/2- ' 3" 3" SEE NOTE 3 5/16 / ADDED STIFF. PL W14x22S+S 4x MARK 'V1' " GUSSET PL 20 - - - _ - - - - - - -- 3/a"x4 AT TS C.L. C 53.1A Q w • • ♦ q • • • ♦ ♦ ♦ ♦i W8x48 COLUMN " p +S 10 ci 1 Al 1'-11 AT COL SIDE V S3.1A Z V L4z.3x1/2 y,1P� 2 -3„ TYP •i i♦ � - _ - -�1* - - � �+ r LLV TYP. 1 1 Y - _♦I • I♦ i° ill,-' 1/4 A2 1'-11" AT COL SIDE S N 3 -- ♦ d • 4i ♦ _ TVP. 00 S+s 3 i 1/4 "-TS BRACE 3 +s l Z ;A A3 1'-5" AT COL SIDE SLOT FOR ' GUSSET PL 114'-0" �, 114'-0 ., aC 7/8" W16x36-� b SEE NOTE 2 1 A4 1'_10" AT COL SIDE ! W16x36 14 - - W18x38 18 _ ^eS31A ; Z A4325X BOLTS I W16x36 , I - W12x19 W14x22 Z i / AT L4x3 BEAM SEE PIAN BEAM A5 -8" AT COL SIDE 19 4+ ,� z SECTION AT GUSSET PL � 6 + � � � O Z � TYP. AT BRACE 5/18 5/16 ' N ,'/ SIM S3.1A TS3, °•� �+`9 �+rO o� -W8x48 COLUMN r ' � A6 -- 1,_91. AT COL SIDE ' +s+S x \ 3 A f' x �f TS BRACE ' ' A7 1'-8" AT COL SIDE - SEE FRAME �, 5/10 + ELEVATION 18 I I 13 I 6+ 1 S3.1A �0 5/1e -1/2" STIFFENER PL A8 1'-5" AT COL SIDE S3.1A S3.tA SECTION - 1/2"x4 STIFFENER PL TO COLUMN FLANGES 100'-0" a -_- ' 100'-0" 09 NOTES: 1. ONLY ONE BRACE AT SIM 2. EDGE OF GUSSET PL AT SIM. (UPPER BRACE LOWER L4x3x1/2 NOT REO. TS5x5x5/16 SOG 3. EDGE OF GUSSET PL AT SIM. LOWER BRACE UPPER L4x3x1/2 NOT REQ. BRACE NOTE: SEE 19/S3.1A FOR ADDITIONAL INFO ® Ittt- 4. SEE 20/S3.1 A FOR ADDITIONAL INFORMATION. - ® BRACED FRAM E TAIL- REVISEDf1`5 BR GED FRAME DETAIL- REVISED 11 GUSSET PLATE SCHEDULES BRACED FRAME A7 3 BRACED FRAMEA319 BR CED FRAME DE _ _ 3 "=1 '-0" RESPONSE TO RFI-009 FLOOR LEVEL 53, 1 A 3/ "=1 '-0" RESPONSE TO RFI-009 FLOOR LEVEL 53, 1 A 3/4"=1 '-G" S3.1 A 1/8"=1 '-0" L. 1A 1/8" 1 '-0"4�3. 1 A / a cW M 3„ I 3" CN M N w - - - 30 ""-r CN a' CD m W8x48 COLUMN - G F � z Z - - 14 15 SECTION A-A - to - - - - - - - - - �� 10 o �RI - - - - - - - - - ,�--- c� w v� r, to � o o a �0. 15'-Cr -� 14'-Y � O � O 9 112"k.9 1/2" - 3" p, I I I C""., D (6) 1 1/4-0 ANCHGR BOLT:, �p --_ _ - ASTM F1554 GD 55 AT ROTATED COLUMN �.�` / �+ " 128'-1 3 " CD .� q 127'-9 1 .,127'-9 1/2" T x5x1 4 128 1" Q �b � BOD W'2x�680D BOD BOD � � C] w -� W8x48 COLUMN Rld \ { W14x22 I U � x 1- 14x 0 W16x28 W14x22 = O a 20 U rn ,. 8„ 8., 8« 3" 0 +S+ c, J1p� SIM 20 1 ~ ZD \ - �Rl (6) 1 1/4!'0 ANCHOR BOLTS S�6 T v S3.1A o . ` of z ASTM F1554 GD 55 , SS v /te TS BRACE TYP. , U1 +S °g U Q 5 W8x48 CJLUMN SEE FR!'ME ELEV. m' +S �"o °� a 5 Q 'bo . l q - TS BRACE a �s 3 0X0 m ' N _ _ - _ - - - - - - 1 4 ` SEE FRAME ELEV. C 1 1 14'-0" 3 3 1 14'-0" w PL 1 1/2x1'-7"x1'-7" - GRID 1/4 o W16x36 14 W16x36 14 _ _ C_7 / Fy650 KSI 0 - - - - - - - - - �� _ --- - - - - W � Q 3 SIDES 'bo 0 0 0 5/;ems- ,' \ W14x22 +��6 W12198 ILL. 19 / X36 Q O U 1/2x4 1/2x4 1/2 ✓ 1/4 m S Fj SIM S19 W16x26 co Q PLATE WASHER TS BRACE SLOT 5/16 •\ 1/2" PLATE 1 +S+S ugh+ S3.tA 1 O \S+s ~ N PI�4N FOR GUSSET PL p � � +S 1/4 3 s!OES PL 1 1/2x1' -4"x2'-6" 5, 19 �' s 5 $3.1A t3 \ W 1/2x4 1/2x4 112 Fy=50 SI Q 3I / +S+S t 3 1 13 PLA.E WASHER PLAN !3, S3.tA S3.tA 53.tA • 100'-0" 100'-0" e �, 18 BASEPLATE DETAIL rl4 �3ASEPLATE DETAIL ('1o BRACED FRAME DETAIL = 'L �. l 3/4"=1 '-0" S3. 1A 3/4„=1 '-0" S3. 1A 3/4"=1 '-0" _ v 8•-26-03 6 � BRACED FRAME AF 2 BRACED FRAME A AT EXTERIOR FRAMES pl S31A NO E: ALL STEEL BASE PLATES AT BRACED S3.I A 1/8"=1 '-O" 53. 1 A 1/811=1 --o FRAIv,ES ASTM A572 GRADE 50 6 issue date: 05 August 2003 6 17 - \ S3 IA AT INTERIOR FRAMES bRI �-i ORI job number: ND430.00 T (2*6 23 I COL. & FTG. BLOCKOUT 14 � COL. & FTG. r114) revisions: W8x48 COLUMN . 17 J ( H I VE REVISIONS EXTEND GUSSET TO W8x48 COLUMN " TO 9-16-03 TO COLUMN WEB AT SIM. 16'-6 1/2 _14 -6" AND CLARIFICATIONS TS BRACE TS BRACE W8x48 COLUMN ` BLOCK. OUT-- - �WHERE OCCURS 1 15" MIN. / 5/16 , TS BRACE 5/16 � BLOCK OUT--r • TS5x5x1/4 129'-•a" �= 15' MIN. WHERE OCCURS 112819 0D 128'-1 TS5x5x1 I 127'-9 1 2 #6 012"o.c. TOP AND BOTT. 3/4" GUSSET PL v NON-SHRINK GROUT BOD HOOK ENDS 1 V) r 430 W14x22 BOD BOD w -{ 1�-0 - ` - - -__ _ N -� b c. W14x22 W14x3 - 5/,g 1 HOOK 1 ENDS TOP AND BOTT. 2O 20 p I +��`a 1 p S3JA h`�6 S3.1A • & - ` BRACED FRAMEZ) , 114 -o" 1141'-o" e SECTOR A .1 b. b W16x36 14 -� W16x36 14 _71cv iv W 14x22 ---- 9 W1 x26 © i r 0 S3g1A 44 SIM -- +,y S3.1A SIM v 'I +y'�: U �y+ file name: 41(] 3Y 1A - -- - - 6--0 - - -- - PL 1/2x4 1/2 SQ - SEE PLAN - -----�, 1'' - 13 I ��� 1 18 13 3 I; 7'-0" AT SIM. w/ DBL NUT \ i 6 -0 - �_- __ S3.1A S3. A S3.1A , 51-A � ,� 4 TIES I®4"o.�. - 1285-5 tiN1 1:It:1NT'Al E _l-,1 --(7) #8 CONT. TOP ANO BOTT. #6 012"o.c. TOP AND BOTT. =1 100'-0" �, _ 100'-0" � 131 1'21103-11111414, 1',112003-011444, (8) �j8 AT SIM. L HOOK BARS TYP.�� 11--(7) #8 CONT. TOP AND BOTT. -� -- 1.L( 903-1111444 NOTE: PROVIDE BLOCKOUT AT GUSSET PL _- _ _ NO CONC WITHIN 1" EA SIDE FRAME FOOTING DETAIL_ 1 __ FRAM_ E FOOTING DETAIL_ 9 FRAME FOOTING DETAIL. 5 BRACED FRAME A5 1 BRACED FRAME Al ('17 --- __ _-.-- - ---- --- - - -- ---__--_ - ---- _- S3. 1A - _- 3/4„-1 ,_0„ -- S3. 1A _- - 3/4„_ 1 '-0" S3. 1A 3/4„_1 '-0" �S,3. 1A I/8''=1 '- 0" S3. 1A 1 ;�"=1 ,-0" S301A 60 50 40 30 20 10 B 90 60 70 NOTICE: IF THE PRINT OR TYPEO�lANY IrIIIIIIIIIIIII!I111I111 111II�If 11,I;II IIIIi IIIIIIIII 11111(1 IIIIIII IIIi' I IIIIIII 161 '11 IIMAGE IS NOT AS CLEAR AS THIS NOTICE, II (+_ 1 ( 1 IT-IS DUE TO THE QUALITY OF THE _ _ _ _ _ No J° ORIGINAL DOCUMENT B 8�L 98 LZ 9jL �L ►L S L �[Z L �g[ 8T LT 9�i 9i 4T S[ L[ [[ ��9 �9 �► I 'I£ I �L I �[�.ux VIII IIIIIIIII II IIIIIIII IIIIIIIII Illlllllllillllllllllllllllll ILII ILII Illl�llllllllllllllllill IIIIIIIII III�IIIIIi-1111IIIIIIIIIIIIIIIIIII!IIIIIIIIIII Ilil IIIIIIII IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII II�IIIIJiWillllilll�Illllll1ll11lliiL[J1111111��IIIIII IIIIIIIIIIIHII T - - yU 4U Ju lU t U u yu au iu au ^ 0 4 C� (_6 ( � (9 (18) �8) CD U T R r wN 10'-11" 11'-0" 11'-0" 11'-0" 21'-11" cn Z Ln Ln I 20. I _ W12x28 � 123'-4 11f a C I • ® -- - --__ R- I � o RVEF W- _ SEE PLAN I I ' n I CU// 9SI'§28 2011 W16 BEAM 116'-8 1 8" 19v� N/ { 2B - --- - -- - -_ W12x26 W12 BEAM I W14x30 S3'2A 11 I l - - W12 U20 VARIES o 1 ! _ W8x28 - SEE PLAN g, --- 10 z S3.2B S3 00 J t 4 10 00 \ aD co ap U a �� v0 { 3 I 1 S6.3 a `CO I Or 00 00 x +�` 13 ° I S3.2B S3.2B - S3.28 cci \ S3.2B 100'- ' 100_'=0"� 100'-0" COTE: - S3.M SEEF HFff S3.28 FOR FRAME FOUNDATION DETAILS, SEE SHEET S3.2B FOR FRAME FOUNDATION DETAILS, SEE SHEET S3.28 FOR FRAME FOUNDATION DETAILS, FRAME CONNECTION DETAILS, AND WELDING SCHEDULE. FRAME CONNECTION DETAILS, AND WELDING SCHEDULE. FRAME CONNECTION DETAILS, AND WELDING SCHEDULE. /2o BRACED FRAME B 13 ('8 BRACED FRAME B8 - GRID V 4 BRACED FRAME B4 - GR D R _ S3. 1 B 1/8"=1 '_o" / 2 2� v v y U T (R 22 24 4 5 6 nle,°"`°°"�A%/ 22'-0" 10'-11" 11'-0_4, XPIRATION DATE: 6-'0-OS I I I I 11'-O" J � � a SEE PLAN 116'-11 1 4" EACH - W12x26 W12 BEAM 3 END z W 30 - I --1---- ( S3.2B ®-1 1 4" 3 Z < z 2B ® W14 30 - 112'-10 l9 N 20 - � z W8x28 11 '-10 1 � I a3.2B I � 44 - 3 112'-9" _ I 00 t W 04 W 10 00 Oo 3 +�.�� �'4+ 3 1A z '•O 53.28 S6.3 j N 00 +a � ;1� C4 k f z Z a + �� 1 !9 13 Zia u W O O O a0 '�� sr 00 •�' ! i i I U U v ; b+ +A ; 13 ��a 13 / 53.28 \ 53.20 f S3.2B 3 3 3 S3,2B 1� TMP - 100_'-0"e 1001-0" - NQI SEESHEET S3.2B FOR FRAME FOUNDATION DETAILS, SEE SHEET 53.28 FOR FRAME FOUNDATION DETAILS, SEE SHEET S3.28 FOR FRAME FOUNDATION DETAILS, FRAME CONNECTION DETAILS, AND WELDING SETAILS'_E. FRAME CONNECTION DETAILS, AND WELDING SCHEDULE. FRAME CONNECTION DETAILS, AND WELDING SCHEDULE. r BRACED FRAME B7 - GRID U BRACED FRAME B3 - GRID R w 1 g BRACED FRAME B � �. - � RI :� 1 6 �B) 1/8„=� '-o" S3. 1 B i/8„=i ' o"1B4 w ! 4 � c� # �� V ' U (T ' 22 24, '27 13 16 N V U J c� � w N cm W O z m I -12'-2" 8'-7" 10'-1" 2'-5" 22'-0"lid -_� 10'-11" 16'-8" z 1 I I v LU CC I I I .J a I 1 p o 20 J Q / s�2e CD LU I B�,M -- 10'-4 1/2" ® I W12 BEAD, W12x26 121'-3 1/2'6 I I � _ -- --- CURVED W16 T54x4x1/4 � � � z cn / J 20 S3.2B EACH S3.2B ® SEEP N S3.2B 12 ND I - 4„ Q 1 1 W 14 3' BEAM W8x29 W8x28 W12x19 W12 BFAM . S3.28 W14x SEE PLAN 6 / v 5 112'-9 -_ _- - W12x26 11 '-10 1 111 -5 1 2 ' r W12x26 112 -6 1/2"., 5 -- - � Vr N - 10 F-- W 1G L7 S3.2B �� 53.28/ I S32B W C�/3 56.3 = 00 N ? 00 00 0000 a e+'� A+A+� N 1 0 N � O0 a 3 2 a O o O o �.� sr ao � a+ n � 1 3 °° °° 7 3 `�+ 1 3 N + + c 3c 3 3 -� + A 3 p A 3 %S13 31 �� K + S3.2B+ � 13 3 ' 53.28 53.28ro 39 I �a r � '1� , v 100'-0" .., ��pp J `- 3 3 r SJ.2B S3.2B 100'-0" 1 - low-T-6 - - - - SEE SHEET S3.2B FOR FRAME FOUNDATION DETAILS, - SEE SHEET S3.2B FOR FRAME FOUNDATION DETAILS, SEE SHEET S3.28 FOR FRAME FOUNDATION DETAILS, SEE SHEET S3.2B FOR FRAME FOUNDATION DETAILS, LL FRAME CONNECTION DETAILS, AND WELDING SCHEDULE. CONNECTION DETAILS, AND WELDING REQUIREMENTS. FRAME CONNECTION DETAILS, AND WELDING SCHEDULE. FRAME CONNECTION DETAILS, AND WELDING SCHEDULE. LS 18 BRACED FRAME B1 "i -- GRID 13 � o BRACED FRAME B9 - GRID 4 o BRACED FRAME B6 - GRID T 2 BRACED FRAME B2. - GRID Q , /8"=i '--o" S3. 1 B „=� '-o„ o issue date: 05 August 2003 6 _ _ _ job number: ND430.00 Vr ) U T R r Q ! IVB 4 15� �B 7 9 12) 13 4 ) 5 ) revisions: ! I 1 VE REVISIONS 9'_11" 34'-6 1/2" 10'-11" 11'-0" 11'-0" 11'-p" 11'-0" 10 -11�, ® AND CLARIFICATIONS ,�- --- - -.._ -_-,y - TO 9-16-03 I I I I I I I I I I I I 16'-0" I 8 7'-10" 10'-11" a? 53.28 - 122'-4" 16 W21 BEAM_ - ------ � ------- I I g�,M SEE FRAME MARK 85A 20 z CURVED W © IN WELDING SCHEDULE �1N aA f QSEE PLAN FOR WELD LENGTHS, TYP + + W12x28 117'-1 1/2" OU -- - - 6 12 BEAM SEE PLAN a ® " AT UPF�ER FRAME. ! tk+ x x ! I 5328 SIM;1 ® \- - - -, W12 8 W21 BEAM 3'- I \ / MES W12 B W12 BEAM 1-13 -6-6 -.. w,s 40 I --- 1 BRACED FRA 7 _ - W12 BEAM W12x26 112 4_-- _ _ - _ -_ - - SECTOR 10 20 - 2 ADDED BOLTS IN 2ND ROW 10 z z z z S3,28 S3.28 g 00 i-2x+ EACH END. S3.2B N 1 j 0 I N OD J 53.28 A+1 6+ / 3 J O Vi x 6 rs, O '� I + � 0 0 +�1N s+�q � 13 U I 13 I I I I � \ r7�S3:2B °0 °°� +� +��� S32B �3 53.28 �\ file name 4�U:-)aU l 11 a0 3 z 3 4�9 100'_0" - _ 100'-0"� - - -- -- -- -- - _ 100 0 --- - -- --- -- -� - 12855 S%1 GRANT AVE - - -- --- - _ _ 1il'1'211113-11114.1•l - 1 UN1 (` Zoo; o 04 44, NOTE: NOTE: -- NOTE. !•:1,('211111-1104•JJ SEE SHEET 53.28 FOR FRAME FOJNDATION DETAILS, SEE SHEET 53.28 FOR FRAME FOUNDATION DETAILS, SFE SHEET 53.28 FOR FRAME FOUNDATIO'I DETAILS, FRAME CONNECTION DETAILS, ANS NDATWELDING SCHEDULE, FRAME CONNECTION DETAILS, AND WELDING SCHEDULE. FRAME CONNECTION DETAILS, AND WELDING SCHEDULE, ;�� - B10 - GRID 6 g BRACED FRAME- B5 BRACED_ FRAME B -1 _GRID- M S301 B 17 BRACED FRAME B 10 � R D _. -- -_ _-_ _Ji -� ! gn � 80 70 60 50 40 30 ZO 10 8 NOTICE. IF THE PRINT OR IYPE ON ANY III I!I III III III III III I I III III I!! I I III III I!I III III III III I I III III III III III III III I I III III III i I I I!I III III !I I III !I I III I I III III I I I I I I I I I I'I I( III I I I �VU v l!!i41_!I_ --�� � I � � s � �111I �� J-a� ( V IMAGE IS NOT AS CLEAR AS THIS NOTICE, - -- -I ) IT IS DUE T(.) THE QUALITY OF THE _ _ __ _ f _ ORIGINAL DOCUMENT O�S LL AfZ I LZ 9Z 9Z 6Z S� ZjZ I TIZ 017 I efT 8T LT T 91 fi -ST ZT I TT I T 8 I I I 9 r IIIIIIIII IIIIIIIII IIIIIIIII!IIII IIII IIII IIIIIIIII IIIIIIIII Ilii IIIIIIIII III!Iliiilll!Illllllll 11r,111110,11 11 IIIIIIIII�IIII IIII IIII Ilii II!I IIII !IILIII!�11111111 IIII IIIIIIIII Illllllll IIII�IIII Ilil�llll Ilii lW lliill lll�llllllllllll IIIII�IIIIIIIIIIIIj�jIl111LLIIIII�N11 90 80 70 60 50 40 30 20 10 0 d _- _- w �,S ; l K ) - lSi WQ, - 25'-6" 26'-2" cr 24'-4 1/2" 20'-(:i' 24'-1 1/2" 26'-2" 25'_6" o v 137'-4„ , _ 71-e O 0 13 N ' 11 1/4" CONC. WALL PANEL 1 _ _ W/ #5 012"o.c. VERT EA FACE #4 012"o.c. HORIZ. EA FACE �� g � i -�- R 8" W30x108 2 h JQ� 16 56.5 Z (0 126'-4 1 2" > X126'--4 1/2" rn S6.6 �- N' 125'-(Y' 125'-o __ I 1N Q 123'-8'� �= N cn (12� #5 VERT. �� �---6" I r I 1 I �7a� .; o '� 05'O.C. r R ( )" ( ) i� J . \ \ TYP MBED o 6 5 VERT. 6 5 VERT. ( ) b T - (6) �5 VERT. � a -1 ASSEMBLY I 05 o.c. - 05"0.0. - ®6,o c VERT. 06'O.C.o.c. v ^ ^ 11 1 CONC. WALL PANEL 'J i I of (6) 5 VERT. 8" CONC. WALL PANELS w/ #5 012"o.c. VERT. EA FACE _ v' 1 _ /. " 06'o.c. �� w/ #5 010"o.c. VERT. 3 � i7 #4 410"o.c. HORIZ. #4 012"o.c. HORIZ. EA FACE b i b 5 o c VERT. U.O.N. �-(6) N5 VERT. b W DEAD �- SEE ARCH. - w 1 U111 ��- (2) #5x6'--U' I O6"o.c. I I x z r` TYP. r` (2) 15x6'-0"` =0 ii P (6) #5 VERT. w 1 112 3//4" ro 11 C5"o.c. / 0 CLR. CL'.. -_ w 'b b \ 1 0 00 (2) #5 TYP. � I EXTERIOR FACT INTERIOR FACE JAMB 100'-0" I I (2) #5 TYP. / i i 100'-0"��'ir (� !F FOOTING Rtp - I b D D --- � ('1o WALL ELEVATION - - GRID 2 8 WALL ELEVATION - - GRID 3 S 3. 1 C 1/8's=1 '-o" S 3JIC 1/8o1=1 '-0v1 2 2 �" 71a 90' HOOK - TYP S K 1 3 OREGON 20'-D" _ 20'-0" 20'-0" 18'-0" LO t M� _ 27'-0" 24'-11 1/2" _ _ 20'-0" 24'-Y 1/2" 2 boN mare: s-30-05 -JOIST FAR SIDE%8. 56.6 BOTTOM -SEE ARCH. (12) 5 VERT. 20 ' 05 o.c. S 0 I BEAM NEAR SIDE 8 S6.6 125'-0" 124'•-0" ' I 125'-0_� -- 121'-6 V -T 121'-10"s, _ - ----- - - --- -- - - - - -II - - -- - - - - - - - - - - - - - - - - - - - =�- I -- - - - - - - -fir - F- - - - - - n - _ _ 121' 4„ it it �_--(1) #4 N EACH FACE 44 RO Y Y Y Y ! 24 (6), #5 VERT. - t` -®5a �j5 VERT. W 05'O.C. I g" co C. WALL PANELS 9 Z U 2 3 I w/ } 5 010"o c. VERT. -(6)" #5 VERT. � � z 9 5 VERT. -(9) #5 VERT. #4 010"o.c. HORIZ. INA X6.6 TY 05"o c. 05'O.C. U.O.N. *Tox c 3 b r CORNER b 8" CONC. WALL PANELS I w/ #5 010"o.c. VERT. M- 110'-0" EMBED NF �j5x6'-0" ^ oC 1 - �k4 O1^"o.c. HORIZ. (2) #5x6'-U' W U.O.N. TYP H Z 1. TYP EMBED (2) 5 TYP. TYP EMBED ASSEMBLY z a U LU Z 13 �' Y .1 ASSEMBLY /x\] I ASSEMBLY ;0 L111 00 (2) #5 TYP. 100'-0" -- - -- -- - -- - - -- - - -- - - -- - - - - -- -- 100.-0. _ 1 1 - T.0. FT CORNER AT BOTTOM OF PANELS - I - -- PANELS WITH DOUBLE CURTAIN OF REINFORCING 4'-0" TYP. U.O.N. PL 1/2x8 CONT. WALL ELEVATION - - GRID 1 3 WALL ELEVATION - - GRID K w 3/4x8 HSA 016"o.c. 5�Ic 1/8" V-0" 53. 1 C 1/8,_1 ,_0" 4 -- a W ----(2) #5 TYP. , 2 3 Q I N KEY FROM 1x4 3" 3„ GROUT FULL _- - _- cn (2) C6x10.a_ N (2) 5 TYP. - - - - - - - '` --- - -- - �t -- - -- - --- - 13--7--4 c" c C CL K i i Lu z Z m _ CJ CD t� I �3/4„ - 16 20 56.5 i i C Ll 56.6 S6.6 I 0 � � EXTERIOR FACE r 6 �iYP FAR SIDE FAR SIDE I (3) PLACES I 1 � Q -(2) #5 TYP. �4� 125'-0" � CD w - - - - - - - - - - - - - - - - - - - � TYP. CORNER 123'-g' -r - - - - - - - - - - -r - - - - -/ - - - - - - - - -- - - - - - - - - - - - - - - - - - r = H- \ - - - - - - - Vr C/� F--0 ASSEMBLY W3�x108 - 1 CIO C� � ,� - 4" CLR. 3"3" TO VERTS. CORNED, INTERIOR FACE b 10 9 �' z 56.5 56.5 S6.5 ;6.5 Q� Z � 5 \ END OF WALL ABOVE 5 Q Q 7hEAQ SEE ARCH. �ELEVATiON 125'-1" INN- Q = C'J b 10" CONC. WALL PANEL z ~ R I w/ #5 012"o.c VERT. EA FACE O Q Lp SEE ARCH. b i. t #4 017'o.c. HCRIZ. EA FACE W Y Al M I U.O.N. C � c� I�--- 0c) R� T�i I _ _ / � I- �J � b J J�@ L3x3x1/4x1'-O" o0 17 W (2) 5 Tti'P. (SEE ELEVATION) S4.0 NNN �- w/ (2) 3/4"0x6" _ _ I,�O-fit 0=0-� HSA 09"o.c. INTERIQR FACE - ^� L3x3x1/4x1'-0"- EXTERIOR FAC C - tO U. SILL (SEE ELEVATION) 1"Ox8" BAR 5'-0" 5'-0" L - - - - - J 1 • W/ (2) 3/4"0x6" _ HSA 09"o.c. 3 - - - U r PL 3/4x41'-V' 2 WALL ELEVATION GRID S ' w/ (2) 3/4"Ox6" - - HSA 09"o.c. CORNER 0 S�Ic 1/8"=1 '-0" - EXT.EXTERIOR FP,CEI / 6 (2) #5 TYP, 6 issue date: 05 August 2003 - 3 2 job number: ND430.00 GFNFR/,L PANEL NATES; 32'-3" 20'-0" 32'-3" _ revisions: 1. DIMENSIONS ARE TO CENTERLINE OF PANEL JOINT U.O.N. - VE REVISIONS 2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. AND 'LARIFICATIONS BOTTOM SEE ARCH. 1 EXTERIOR FACE TO 9-16-03 3. COORDINATE SLEEVES, OPENINGS, REVEALS, AND OTHER HARDWARE j WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING _� DRAWINGS 1 RI 4. ALL OPENINGS FOR MECHANICAL DUCTWORK ARE TO BE VERIFIED 126'--4 1 2" M. INTERIOR FACE WITH MECHANICA1 DRAWINGS FOR LOCATIONS AND SIZES. �- 8" CNC. WALL PANELS 5, PLUMBING AND SPRINKLER PIPING PENETRATIONS ARE NOT SHOWN w/ #5 010"o.c. VERT. #4 NI ON THESE DRAWINGS. REFER TO PLUMBING AND FIRE PROTECTION #4 010"o.c. HORIZ. LLL--- EXTERIOR FACE DRAWINGS FOR SIZE AND LOCATIONS OF PIPING THAT HAVE TO U.O.N. - za PENETRATE CONCRETE PANELS. b b _ KEY FROM 1x4 I I m GROUT FULL 6. PROVIDE CHAMFERED EDGES AT ALL EXPOSED OPENINGS. ^ ^ vi 1 7 BUTT ,JOINT 1/2" CHAMFER TYPICAL. CONCRETE WALL. `� 7 7. SEE ARCH FOR DIMENSIONS AT DOOR AND WINDOW OPENINGS ELEVATIONS OPENING DIMENSIONS. 'b m vi 90' HOOK TYP. 8. REFER TO FOUNDA-.ION DRAWINGS FOR FOOTING DETAILS ^ z o SECTOR C wa JO 9. IN WALL WITH TWO LAYERS OF REINFORCING, PLACE HORIZONTAL p _ REINFORCING AT EACH FACE OF WALL WITH 1 1/2' CLEAR b b p- - -- - - W OUTSIDE FACE OF WALL AND 3/4" CLEAR AT INSIDE FACE OF h 00 10. � file name: 430S301 C b WALL. -�-.- - CORNET AT BOTTOM OF PANELSL 10. R WAL'_ WITH ONE LAYER OF REINFORCING, PLACE VERTICAL -- - - -- !-_- REINFORCING 4 3/8" FROM EXTERIOR FACE OF WALL. _.}.-.- �_ - � I 1� PANELS WITH SINGLE CURTAIN_OF REINFORCING 2 �� 11, PROVIDE (2) #5 TRIM BARS AROUND OPENINGS FULL WIDTH AND SHIM LOCATION - HEIGHT OF PANEL 4'-C!' �4'-0' 4'_U' 12'-0 _ 12855 SNN (;RANT'ANT 31.5 TYP. BI!112003-00444. 1'LN120113-0114 4. 17 YP C-AL PANEL DETAILS TYPICAL PANEL DETAILS WALL ELEVATION - - GRID W E1,C2003-00444 ��. 1 C 3/4!'=1 '-0" � w S33. 1 G - 3/4„_1 '-0" --- -- -- 5 3. 1 C 1/8,>=1 ,,0„ --- -'- -- - --- -- S361 90 80 ;0 60 50 40 \ 30 20 10 0 NOTICE. IF THE PRINT OR TYPE ON ANY (11 f t l l I l 1111111 ! III I I ill I I I'I l l I�I I I I I' l III I It III III III I�I I I I III III ill III III I I I�I I I I III ,1 1'1'I I I I( Ill III I VI I I I III III III 1 1 1 1 1 1 1 1 11 1 11 1 1 1 III I I i IMAGE IS NOT AS CLEAR AS THIS NOTICE, LZL �1 �L ` L �L6 !LLU11 -- itI ' �I J I 131 zo 5 IT IS DUE TO THE QUALITY OF THE _ _ _ _ ""36 ��ulhfl T ORIGINAL DOCUMENT + �I eIi L�I 9(I Olt 1611 1 St�Lt t i t �8 I e L ! �9 4 1` S 7wili i t 90 80 10 60 50 40 30 20 10 0 a O M N rl- co Q, V. 1/ W N {. \�) CD 19 � N I 29 (25) CD M { 6. 1 1 45� W . 24'-9" TOTAL LOAD = 420 atf T-- 26'-4" • M I _.. ------- -�- LIVE LOAD = 250 pIf - --------- -- _ I 137'-4" I � i TOTAL LOAD g 470 If 48" 3.5k - - --r Ln C-4 6 Of - - :h 6" TOTAL LOAD = 460 otf 6 LIVE LOAD = 260 pif _ -_ I L;�,1 - _ LIVE LOAD = 250 plf o ',� SLOPE �' -�/ Ln _ _ 2K I �, u, SLOPE +, 2K C/� � - I 2K 2K 126'-4 1/2' 1 CS1610) 6" 1 9S6.0 S6.0 i i 82 1/2" p S6.5 END OF 1000 Lb. LOAD JOIST 36" MAX. FROM ANY GN 1 (2) PANEL POINTS i N� ("12 K SERIES JOIST - J9 _ 8 LH SERIES JOIST -J5 _ 4 K SERIES JOIST -J2 oloRuPP 2 53. 11 2 53.2 1/8 -1 -0 1/8 -1 -U VE CHANGES S3.� 1/8 =1 '-0" 2 v�� 'tNp �ji2\ OREWN 9\OJ,L Q01G EXPIRATION DATE 6-90-05 (26 21 25 31'-T ate[ F- TOTAL LOAD = 470 alf V LIVE LOAD = 260 pif -_ I N ^` TOTAL LOAD = 460 alf %A a •� S�-LppE 2K �IIVE LOAD = 250 plf 2KZ U 3 z�- 1n Si 0 2K 3 Z 2K -- V) T. W� S6.1 56,0 j Z 9 1 19 v1 56.0 S6.0 _ S6.0 O 2 z UW 1 1 K SEPI _E_S JOIST - J8 3 K SERIES JOIST -J 1 J 1 A w S3.2 1/8" 1 ' -0" S.3.2 1/$,r_, r-o" 2 4 4 W CN M N LU M r- CL CL N d 30 26 LU o o K ) IG 1 i 10 14, Ly U 2 CU W LU 4'-0 p D 7 REFERENCE DIMENSION --- SEE PLANO ALO z DRIFT LOAD DIMENSION •,ice LO w SNOW DRIFT LOAD I V C:D F- 6 TTT TOVEL LOADD-2600 P ff TTTT TOTAL LOAD = 440 alf _ LIVE LOAD = 240 pif DRIFT LOAD MAX If (WHERE OCCURS) c� 1-- r MINp CJ0 � C..O gLL,OPE �� 2K _ 5 2K UNIFORM TOTAL LOAD p If 5 Q w UNIFORM LIVIL LOAD I ' - + Q = N 2K - SLOPE NOMINAL SLOPE _ V w 1� 2K 56.0 S6.0 i 56.E 5610 5EISMAIX/AWIND LOADS UJ C= C/) Q KIPS - d Y V CD L0 8 I 5 POINT LOAD TOTAL LOAD lbs W F-- 00 < 56.6 S6.6 X POINT LOAD LIVE LOAD Ibs� X CN Sk.X T POINT LOAD DIMENSION W LJL . JOIST LOAD 6 10 LH SERIES JOIST -- J7 6 K SERIES JOIST -J4 2 DIAGRAM DESCRIPTION S3.2 1/8r,=1 '-0" � S3.2 1/8,x_1'-o" .2 53 1/g,_1 ,-0„ 6 6 issue date: 05 August 2003 STEEL JOIST NOTES S) 1. JOIST MANUFACTURER SHALL DESIGN JOISTS FOR THE LOADINGS SHOWN job number: N0430.00 IN THESE DIAGRAMS, PER STEEL JOIST INSTITUTE SPECS AND 1998 OSSC. revisions: 47'-7' --- 2. ALL JOISTS SHALL BE DESIGNED TO SUPPORT A SINGLE POINT LOAD OF 26 2 200#, APPLIED WITHIN 6" OF ANY PANEL POINT IN QDITION IQ THE ® ANDVE CLARIFICATIONSVI 14 91 LOADS SHOWN ON THE DIAGRAMS. TO 9-16-03 J 3. ALL JOISTS SHALL BE DESIGNED TO SUPPORT A UNIFORM 6'-0" 28'-7 ,/T DEAD LOAD OF 61 FROM THE BOTTOM CHORD. THIS LOAD MAY BE A -LOAD FROM #K #K PORTION OF THE UNIFORM DEAD LOAD SHOWN ON THE JOIST DIAGli DRIFT LOA =500 plf MECH UNIT 4. SLOPES SHOWN ARE NOMINAL SLOPES. REFER TO PLANS AND DETAILS SEE PLAN I TO DETERMINE EXACT ROOF SLOPES. ALL JOISTS TO BE FABRICATED _ WITH SLOPED BEARING SEATS. TOTAL LOAD = 420 alf TOTAL LOAD _ 4405. ALL JOISTS SHALL BE WELDED TO SUPPORTS LIVE LOAD = 250 11 ;1-1+ LIVE LOAD = 240 plf_ a FOR 'K--SERIES' JOIST --- 1/8" x 2" FILLET EACH SIDE 2K SLOPE '� b; FOR 'LH-SERIES' JOIST --- 1/4" x 3" FILLET EACH SIDE SLOPE �� �- 1 - -_ 2K 2K 2K 6. ALL JOISTS SHALL BE DESIGNED FOR UNBALANCED SNOW LOADING. 7 1 - 7. ALL JOISTS SHALL BE DESIGNED FOR 15psf MINIMUM WIND UPLIFT LOADING. i STEL ��OIST (SJ60 ELEVATIONS 6 � 1 (-169 � 8. ATTACHMENT OF MISCELLANEOUS ITE�4S TO STEEL JOISTS SHALL HAVE APPROVALS6.6 2.OK 556.0 (S960 OF PROJECT ENGINEER. -_; 3'-6" 9. ALL JOIST DEPTH DIMENSIONS ARE OUT TO OUT OF' CHORD. VERIFY 10. HORIZONTAL BRIDGING Ai X-BRIDGING. DESIGNED A14D FURNISHED BY JOIST MANUFACTURER PI STEEL JOIST INSTITUTE AND OSHA REQUIREMENTS. I file name: 1305303 11. JOIST MANUFACTURER TO SPECIFY BEARING LENGTH TOLERAi FOR EACH JOIST 12. JOISTS SHALT BE DESIGNED TO TRANSFER LATERAL LOADS SHOWN FROM 12855 SW GRANT AVE BEARING SURFACE TO TOP CHORD OF JOIST. B1'P2001-1111-144, 1'L 19211111-IIIIJ4�, 32-:3 I FI,( 2003-00444 13. ALL JOISTS SHALL BE ERECTED PER CUI?RENT OSHA REQUIREMENTS. 9 LH SERIES JOIST - J6 5 K SERIES JOIST -: L3A (7� STEEL JOIST NOTES P - S302 S3.2� 1/8"=1 '-0" ,S3.2 1/8"=1 ' -n" S3.?_ 1/8,r-1 , 90 80 70 60 50 40 �` 30 20 10 8 NOTICE IF THE PRINT OR TYPE ON ANY III I--L__ - 1.11 1-1 1 1 1 11 I IMAGE IS NOT HS CLEAR AS THIS NOTICE, fl JI J­C�L 3 z o 5 IT IS DUE TO THE QUALITY OF THE30X (I I�I,IIIIIII�IIll(lllll Illllllllllll!Illlll�lllll IIIIIIIIII�llll�llllllllll IIIIIII8III�eI!!ilillllllllllll IIII�i llll�il6l�llTlllllllsllt zl ti TiORIGINAL DOCUMENT L 9 9'1 I l9l� LIIII I!II�IIII IIII�III1 IIIIII Iii!!Ill�ll1,IIIIIIIll1111111llI1i11U�Lll11ll1111111111N111 90 80 70 60 50 40 30 20 10 I1 r, CT, �t N pU N M z U �10) W21 BEAM. GRID 'H2' AT LOWER LEVEL , 'H4' AT ROOF LEVEL = r STEEL BEAM 'H4' SEE_ 'H_4' SEE STEEL BEAM, SEE FRAME SEE SCHEDULE___-_ • W SCHED. --2 ADDED BOLTS IN 2ND ROW --- '�-- 3/8" STIFFENER PL EACH SIDE r' SCHED. 2 ADDED BOLTS IN 2ND ROW ELEVATIONS. i i i I �OF GUSSET PLA'i E, TYP, F_ N -- * * -• _ _-_- 1-_ _«t��- o� SEE PLAN - R-- SEE PLAN -OR- FRAME ELEV 'H4 %FRAAE ELEV SSCHEDste 1/4 conv 1/4 N UJ s/16 , - 1n W14x30-� °/1e ��`� 616 --- BEAM 8/16 N�� ,� Q s/16 /�` -- S. 0/le 5/16 2 _ ) \ S EF t� 112- GUSSET PLATE i 5/16 �' _ , - _'_ i �w p• TS COL W/ BOLTED CONN ?•� �G� �\ TO BEAM. SEE PLAN. i 5/16 � ' / ' �, 5/10— � ' / ' � \ 3/8"x4" STIFFENER PLATE ' T� 6 16 JW8 COLUMN 4—SIDES 5 1 W8 COLUMN 5/16 6/16 1 112" GUSSET PL 1/2" GUSSET PL TS BRACETS BRACE SEE FRAME ELEVATION 3/8"x4" STIFFENER PL SEE FRAME ELEVATION - 3/8"x4" STIFFENER PL / SEE SCHED TO DETERMINE SEE SCHED TO DETERMINE NDM ADD (2) EXTRA BOLTS IN 5/161 / IF STIFFENER ON BEAM OR 5/15 IF STIFFENER ON BEAM OR SECOND ROW, EACH END OF BEAM. COLUMN SIDE. 5/1e� COLUMN SIDE. 20 BRACED FRAME DETAIL 6 _BRACED FRAME DETAIL 2 BRACED FRAME DETAIL BRACED FRAME DETAIL aTRucTUlgq4 I 2 S3.28 N.T.S. (S-3--.2B N.T.S. WJ_B�' N.T.S. SIM N.T.S. v���`�1��.� `1 2 0 H3O ORt00N -7 ��q���ri6, �d` Prj 3/8"x4 STIFFENER PL SEE SCHED TO DETERMINE 3, 8" STIFFENER PL 2 ADDED BOLTS IN 2ND ROW L O� Vie 5/16L� SEE SCHED TO DETERMINE 'H4' SEE " RI` 5/16 IF STIFFENER ON BEAM OR 5/16 I IF STIFFENER ON BEAM OR STEEL BEAM, SEE FRAME SCHED. 3/8 x4" STIFFENER PL EXPIRATION DATE: 6-30-05 COLUMN SIDE. \ �� COLUMN SIDE. ELEVATIONS. TMP' \ \ ,�- -- a/16 - TYP. 5/16 V1 5/16 2 ADDED BOLTS 1 y" H IN SECOND ROW N U _ SEE PLAN -OR- _ _ _ SEE PLAN -OR- a/1a _ � Q o+ -� I r 'H3' SE ! FRAME ELEV �- � FRAME ELEV TMF�' s/te .� SCHED ♦� , r SCHEDE �I TYa: 5/16 - (8) VO ANCHOR BOLTS 'H2' SEE *u W8 COLUMN 5/18Vk,�, \ f`� ASTM F1554 GD 55 O U SCHED 5/16 H2' SEE �: p� 3�, -_ W8 COLUMN < 2 3 5/t6� 5/16 SCHED {o-}- 3 -_ - -- - - 2 ADDED BOLTS �-%0 _ - - - - k7 N BEAM, SEE--/ - - _ -= = FRAME E EV / - V) = IN SECOND ROW \ 611e - - 10- _ - -GRID Z w BEAM, SEE N w T». tr" FRAME ELEV Nlr� BEAM i U - , W 5/1e ,' SEE PLAN s/16 q ,, / - ' ?`� � �`n `�5/16TT 1n Z 5/1e y a/16 `,' TS BRACE SLOT 8' / \ ' FOR GUSSET PL z Q UU ai COLUMN / 'f �jF�'�O 5/16 TYP. 1" BASE PLATE 9 ��{Q. 1/2" GUSSET PL, TYP. 1/2x3x3 � 1 ' 1/2" GUSSET PL, TYP. T`�� � � 3/8" STIFFENER PL � PJ.�L`! V / '� PLATE WASHER TYP• 3/8"x4 STIFFENER PL SEE SCHED TO DEEERMINE TS BRACE SEE SCHED TO DETERMINE IF STIFFENER ON BEAM OR SEE FRAME ELEVATION IF STI,-FENER ON BEAM OR TS BRACE, SEE \_s/16 COLUMN SIDE. FRAME ELEVATION, COLUMN SIDE. T'p'�/16 . NOTE: ONLY ONE BRACE AT SIM BRACED FRAME DETAIL 15 BRACED FRAME DETAIL BRACED FRAME _DETAIL 7 BRACED FRAME DETAIL w 5.3.28 N.T.S. S3 �11 N.T.S. S3.28 N.T.S. S3.2B N.T.S. 2 4 4 �.U QM �J N w W8 COLUMN 6Rld _ bo SECTION A-A L.1.� �' Z aD 9 1/2"V9 1/2" - --_� - � - - - - - 14 X15 j U 01 LU CD C D U, z � I (4) 1"0 ANCHOR BOLTS � rr Q � ASTM F1554 GD 55 AT ROTATED COLUMN � i� `\ �• i O O w W8 COLUMN RI� \ , O pC r ci }- - --- {RI� C/D u 8" 8 8" _ 3" (6) 1"0 ANC;Y,'OR BOLTS `� , C~/J ASTM F15:i4 GD 55 z TS BRACE TYP. 5 --W8 COLUMN SEE FRAME ELEV, � Q Q Cr 'bo Ii s/16 � � ��, q TS BRACE 5 � O CV PL 1x19x1'-T b - - - - - {GRl� 5/16 ' SEE FRAME ELEV. z C3 � � d 1/2x3x3 - 5/tem t-.--- - - site T'3 BRACE TO GUSSET WELDING SCHEDULE W o v PLATE WASHER TS BRACE SLOT \ - -- C2 Ln P�.Ad FOR GUSSET PL \ 5/16 `-PL 1/2x 12x2' O" TS WELD LENGTH - 4 SIDES I"_ CN 00 C- s/16 �• `-PL 1x1'-4"x2'-6" 5/16 AT TS5x5 AND 6x6 BRACES BRACE LJ.J PL 1/2x10xl'-6" TS4x4 4" 1/2x3x3 AT TS 4x4 BRACES W PLATE WASHER PLAN TS5x5 6" • 18 BASEPLATE DETAIL rl4 BASEPLATE DETAIL ('1o BRACED FRAME DETAIL TseXs �" S3.2B/ N.T.S. �S12P) N.T.S. �.2 N.T.S. ------ --- --- - -- -- --_ ---- ----- - ----- GUSSET PLATE WELDING SCHEDULE (SEE FRAME ELEVATIONS do FRAME DETAILS) 9 AT EXTERIOR FRAMES --- - - - - -- FRAME ADDED STIFF ADDED STIFF ADDED STIFF ADDED STIFF S3.28 'V1' 'V2' 'H2' V3' 'H3' 'V4' 'H4' REMARKS MARK LOCATION LOCATION LOCATION LOCATION 17 6 B1 1'-9" AT BASE PI, N/A N/A N/A i N/A N/A N/A - 8" 1-2" AT COL SIDE V 6 issue date: 05 August 2003 RI S32A AT INTERIOR FRAMES GRID,I GRID -- - -- -- 82 1'-5" AT COL SIDE -T V-6" AT COL SIDE 6" _ 1''6" AT r,OL SIDE 6" 1'-11" AT COL SIDE job number: ND430.00 It COL. & FTC. ----_-----BLOCKOUT�_ / 14 (I COL. & FTG. B3 2--6" AT BASE PL N/A 2'-8" AT BM SIDE T V-2" AT COL SIDE N/A 2'-8" AT BM SIDE revisions: W8 COLUMN -- J.2B - - --- -- B4 2'-3" AT BASE PL 1'-0" 1'-0" AT SM SIDE 6" 1'-0" AT COL SIDE 8" 1'-0" AT COL SIDE EXTEND GUSSET TO W8 COLUMN S TO COLUMN WEB AT SIM. B5 2'-0" AT BASE PL N/A N/A N/A N/A N/A N/A N/A 2'-8" AT BM SIDE BLOCK OUT-- _ TS B ZACE TS BRACE F`F -W8 COLUMN 85A' N/A N/A N/A N/A N/A 8" 2'-0" AT COL SIDE _ N/A 1'-8" SEE DETAIL - - WHEr E OCCURS - ---- - - - - -- - 15" MIN. � 5/16 , �� I-- - � BLOCK OUT -z_I - /-TS BRACE 5%16 .1 = 15" MIN. -� WHERE OCCURS B6 2'-0" AT BASE PL B" V-0" AT COL SIDE 6" 1'-2" AT COL SIDE 6" 1'-0" AT COL SIDE #6 1 ENDS TOF AND BOTT, 1/27 GUSSET PL--,,., �' NON-SHRINK GROUT - --- - - -- -- - ---- �100'-0" X100'-0" � � �p'_0" B7 2'-9" AT BASE PL N/A N/A N/A N/A N/A N/A 1'-0" 8" AT BM SIDE �Q -may 5/16 b �- _HOOKIENDS TOP AND BOTT. B8 __ 2'-0" AT BASE PL N/A N/A N/A- N/A N/A N/A 8" - 1'-0 AT COL SIDE -^__- - _ 5/1a "� I B9 2'-1" AT BASE PL N/A N/A N/A N/A N/A N/A N/A 2'-8" AT BM SIDE 'Vl'-l6" AT GRID V/4 - - - 89A N/A N/A N/A N/A N/A 6" 1'-0" AT COL SIDE 6" 1'-0" AT COL SIDE 7 'b B10 -1'-8" - N/A N/A N/A N/A N/A N/A N/A C>l'-•2" AT COL SIDE - J 7 BRACED FRAME N -- bi �'i B11 2'-4" AT BASE PL -11" 10" AT BM SIDE 6" V-2" AT COL SIDE 6" 1'-2" AT COL SIDE - DETAILS El 1 + N I B12 2'-4" AT BASE PL 11" 10" AT BM SIDE 7' - 1'-2" AT COL SIDEF;7" _ 1'-2" AT COL SIDE - — AND SCHEDULES c i 4" AT GRID T/27 ]A �B�(PL N/A N/A N/A N/A N/A N/A 1'-0 4T COL SIDE V1'= 4� - ,�• - - - -- - - - - --- 2'-0° 6'-� PL 1/2x4 1/2 SQ - - -- 4'_O.. -. ---- -� file name: 403S302B w/ DBL NUT " 4'-•0" _ X14 TIES 04 o.c. / -- ---- -- - - 12855 S" GRt%NT AVE. 33-53 - (5) #8 CONT. TOP AND BOTT. #6 012"o.c. TOP AND BOTT."' L . � / \ - Dt'I'2003-1111444. P1.N12003-0044.1, NOTE: PROVIDE BLOCKOUT AT GUSSET PL HOOK BARS TYP.-' `--(5) #8 CONT. TOP AND BOTT. _ 1':1.('211'13-00444 NO CONC WITHIN 1" EA SIDE BRACED FRAME GUSSET PLATE 7 FRAM__ E FOOTING DETAIL ri3 FRAME FOOTING DETAIL 9 FRAME FOOTING DETAIL 5 WELDING SCHEDULE S302B \S_3.�8 ^! N.T.S. ------ S 3.2 B _._- N.T.S. - ------ --- S3.2 B N.T.S. _ _ - S3.2 B� ------� ----N.1 .S 90 \�"� 80 70 60 50 40 -� 30 20 10 8 NOTICE: IF THE PRINT OR TYPE ON ANY C III III I!�I III III III I III I III III I LI I I I I I I I IIT T�I III III III I I I I I I III III !I I'I I I III III I I I I I I III III I I I!I III ill I I III III I I I I I I I III III I I I I I I I III III I I I I I I IlJ�J IMAGE IS NOT A:�CLEAR AS THIS NOTICE, ._�l ( Ill I 13�._ �.._� 4 I _I' L 6 . + + �f l I I I I 1U�---+ 11� _I 124 .�C �►1 ( �I lJ IT IS DUE TO THE QUALITY OF THE rr Y N.36 0-� _--- :,•:�r,- ORIGINAL DOCUMENT aS 8t BZ LZ Z Z 16S S L LL l 8 l eT 9i Li 91 9I �6i���ST ST i>I l 8 8 L I I9 9 -�i-tI- £ � ���L-Ilmrue �II�►►►�I►I►(�►I%I1►�►►I►I► IIII��IIB(�%I IG►MITI►► IIID►III IIII►II�II, IIIA►1►► II►II�III III► 111►��lil►11�Il�tNII III11111111111 ►III►►III llll�lll► ►1►��I ►1�Ii11I1(►III�II11 III►�� tlllllitl► ►� -�ltdllllll�llllllllLiUllllI IIIIINI 9U bu /U 6U bU 4U 3U LU 1 U I1 g c'7n c N r— m #3 SPIRAL x3" PITCH z (6) #8 VERT. BARS o � AT EQUAL SPACING � N 0 ---- 24"0 CONC. COLUMN c`' VERIFY VERIFY I X14 V 024"o.c. Q o VERT. #8 DOWELS CC -8° CMIJ WALL g 8" CMU WALL 1 o ^ IDb 2) #4 IN w ? • o I I BOND BEAM :3i (2) #4 IN BOND BEAM - ,r CL N N I (2) {�F CONT. ac N -- 100,-U' o - -� #4 TIES 06"o.c• g 100-0" 3 c 1 LAP 24!'- b CA, L� ; \(2) 5 4" 2) #4 CONT. 4' 0" i v N �- 1 b K' CONC. WALL V b 8" CONC. 'WALL #4 TIES 012"o.c. A I 1 w/ #4 012"o.c. H & V I w/ #4 012"o.c. H & V I 2'-0" a 4 ( o — — I ---— -- ------- ==6., 8-26-03U 6. t / I � b (3) 6 CONT. BARS AT TOP & BOTTOM bN N IN 7 _ II - IM4 TIES • #4 012"o.c. EA WAY TOP & BOT 1 — � SECTION A—A A -- --- --------- (5) #5 BARS AT 2o ELEVATOR PIT DETAIL (1176 ELEVATOR PIT DETAIL _ 8 COL. FOOTING AND GRADE BEAM TOP & BOTTOM EACH WAY oPUCTU� S4.0 1/2..-1 '-0" S4.0 1/2„=1 '-0” S4. IN 0 3/4,'_1 '-0" - - - �� � fOffff� ' � 5 1 GRID (GRID 2 GRID ! GP1D l'-5 � 8" WALL PANEL � I FACE OF 8" WALL PANEL �9'��r°OR � 1loc -I 8" WALL PANEL EDGE OF SLAB EDGE OF SLAB EXPIRAt10N DATE' 6-30--OS i THREADED ROD AND INSERT -�/ E �'TYP. 024"o.c. EACH SIDE AT 3/4"0x21" THREADED ROD —(2) #4 CORNER BARS ��/ INTERIOR WALLS z " t STAGGERED 12" 2'-0" MIN, 2'-0 MIN. / DAYTON SUPERIOR .J 24" TYPE F64 INSERT a , 24" w 1'-6" 1'-6" z i �- N MIN. LAP KEYED JOINT MIN. IAP V U / t----(2) 4 CONT. AT SLAB JOIN r TYP. / _� 1001-0° - 00 _'-0" n a EDGE OF SLAB _ -- P - ---- a TYP i • ♦ • I b _ ♦\ b - ADD (1) {�5x 12" p I I �� IN LOOP OF INSERT Z V GRID #5 024"o.c. 3" 8„ 3 z < Z TYP. I • J r 2' 0" • • 1 MIN � EDGE OF SLAB SEE 7/S4.0 W SLAB JOINT S5 024'o.c. TYP. (4) �}5 CONT. • n LU ID ' b � IA ---(2) #4 EDGE BARS TYP. 1 1/2" DEEP KEY � A U u R GROUT CONTINUOUSLY PLACE GROUT WITHIN (2) #4 EDGE BARS IYP. N I 2 DAYS AFTER (3) M5 CONT._ PANELS ARE SET U (1) 5 CONT. P. TOP & BOTTOM L SEE 7/S4.0 AND #4 012"o.c. CL . 2'-S„ TYP. AT 2'-6" FrG. 2,-6„ TYP. #5 0247o.c. 2'-6" CENTERED ON WALL lUl CENTERED ON WALL CENTERED ON WALL I�_JI L. ;GE COLUMN CORNER EDGE COL 1 '� DETAIL D ETA I L 3 DETAIL LL X4.0 3/4,.=1 ,_0„ 54.0 3/4„=1 '-0” S4.o 3/4"=1 '-0" 4 4 W (3 ' 4L COL. N GRID 8" J N w � c. CD z C0 1 UU z o c, TS6x6 COL. v w v- iGRID' i I ADDITIONAL INFO. j C C=c:) a fcr.I i i I ' G � CONCRETE WALL i i 1'-0" © � Z �_--TVP {�4 CORNER BARS 1'-5" (2) #4 CORNER BARS PANEL. i I i I I 1'-0" = CD LO w 24" I PL 1x12x1'-0" SIDEWALK 4" CONC. SOG �21C I w/ (4) 3/4"0 ANCHOR BSLAB OLT ~� •� i SEE 17/S4.0 �(r `J U ♦- • '� TYP • • I _ _ I 100'-0" - I 100-0"'.., 100'-0" •� Z � I- LL- • • 5 • • (2) #4 CONT. AT EDGE OF CONT. I I 5 < 4 FOOTING BEYOND blt- N EDGE OF SLAB I-- L.W SLAB JOINT TYP. __- N / • - _lk p CD � Q TYPICAL EDGE OF SLABUJi / (2) #4 EDGE BARS � 4) �5 (2) �5 CONT _J i . 9" It, 9" �_- S � o U (2) #5 CONT. G � rZ CONFIGURATION CHANG ADD PER CONTRACTOR REQUEST (2) M5 5012" oc EA WAY W INCREASE BLOCKOUT SIZE 9-17--03OP AND BOT AS REQUIRED AT BRACED FRAME COLUMNS. TYPICAL AT FOOTING SEE PLAN CONT. FOOTINGS WALL PANEL SEE 3/S4.0 INTERIOE COLUMN CORNER EDGE COLUMN FOUNDATION 18 COLUMN BLOCKOUT DETAILS DETAIL 6 SECTION AT ENTRANCE INTERIOR FOOTING , 54.0 1/2 = 1'-0 S4.0 3/4!'=l '--OS4,0 3/4!'=l '—OS4.0 3/4"t=1 '-0 — 6 6 issue date: 05 August 2003 (�) TS COL GRID job number: ND430.00 Y 8" 8" WIDTH + 3" I COL. & FTG. " " (L COL. & FTG. (GRIDI GRID, revisions: ' 2 TYP 2 TYP l 1=5" ® VE REVISIONS AND CLARIFICATIONS 3 1/2" FC. GYPS TO 9-16-03 18 /► * 1Q THING 5" LI rj' 5/16 5/16 W8 STEEL COLUMN 1 - bo W8 STEEL COLUMN I w/ 5/8" GYP SHEATHING SEE BASEPLATE DETAIL WINDOW OR DOOR 6" STEEL STUDS U ON 17/S4.0 SEE ARCH. DWGS. u 1 1x16x1'-4" BASE PLATE 1" BASE PLATE STEEL TRACK SILL PLATE h BLOC3000 KOUT(MIN.) w/ (4) 3/4"0 ANCHOR BOLTS w/ (4) 3/4"0 ANCHOR BOLTS NON-SHRINK GROUT w/ 5/8"0 EXP ANCHORS 04'-0"o.c. - 4" CONC. SLAB--\ q -NON-SHRINK GROUT W�� TS COLUMN BLOCK T 1/2" CHAMFER AT WINDOW 16' M NUSEE ARCHITECTURAL DWGS q BASE PLATE DETAIL EXTERIOR CONC. 4" CONC. SOG 100'-0" X00'-(y" SEE ARCH. - — - - ---- -- I � FOUNDATION DETAILS 7 _ I - - -- - - - -- to FOOTING SCHEDUI E _ 1 • I • b SIZE _ DEPTH REINF. EACH WAY `�-� 1 _ _ ___ 4"� �� - _----- - - 3'-0 t' SQ. - 15» - (4) N4 - 8-26-03 'b> > (2) {�4 CONT. 1L _- w 2» _3'-6 SQ. 15 _ -- (5) 1�4 - 4 o 4'-0" SQ. 15" (5) #4 " - - 9 • #4 VERTICAL 016"o.c. ��-�� b Li _ 5'70" SQ. — 16, T (7) #4 T 2 o en ALT. HOOKS file name: 4305400 6'--0" SO. 18"_ W (8) #5 -- . . A � » 7'-0" SQ. 18" (8) #6 - - --- N (2) #5 CONT. � 1 -8 12855 S%% GRAN-F A'S'E 34-53 SEE PIAN » " B('('2003-00444. PLM NA13-1111441, IF "('211111-00444 J� -- - - - - - v 8'-0 SQ, _ 24 - (9) ids �. SEE PIAN _ �, 110� SEE SCHEDULE � L-- - -- - - SEE SCHEDULE ON 17/S4.O SECTION AT DOOR/WINDQ_ �T10N AT STILL WALL FOR REINFORCING FOR REEINFORCING -06460 1 7 INTERIOR COLUMN FOOTIN _3 _ � � 9 EXTERIOR COLUMN FOOTING 5 FXT ERIOR FOOTING _ _ S4.0 3/40' =V--0" 4.0 3/4"=1 '-0" \4.0 3/4" =1 , _0„ 30 80 70 60 50 40 30 20 10 P NOTICE. IF T HE PRINT OR TYPf-- ON ANY I III I I I I I I I I I I I I I I III I I 1 1 1 1 1 11 III III III III III 1 1 11 I'11 11 1 1 I'I I 11 III III H i l i III I I I'I I I A III I I I I I I I III III V I I I IMAGF IS NOT AS CLEAR AS ,' MS NOTICr, r I j I III III 1 I I I I I I I I I i t I i I I I I I I I I i I I I I I I I� I I I I I I I I I I I I I I I I I I 1 I 1 ! 1 1U(� -____ 1 -_! 1 __ - •1; L L__ - -�l_ . __ �_______ - �_ _ _111 ��� T� , IT IS DUE TO THE QUALITY OF THE Nc ae a 9 r- ORIGINAL DOCUMENT IIll�ullllllilllull�li illllllll illl�llli Illllu,llilllllul ilulllillllllllll ills Illi illllllllllllllllli illllu Tulluli illllllllllllllllilllllllll►!�illLllli illl!I�ililll�!iut illllll�il I`il�!III,i1111,�11 illi(I�`�!I�Il, ul«I �� ' ' fi �I iul�lu il�iiH1� f uu 8U /U bU 5U 4U JU Zu 1U U K 1` 00 z v Ln I i W M Q Q v i i r N C1 1 � � 1 l f I 1 i 1 i i I I eiftILICTUk IN 1 2 ts'° Fk OUGON EXVIN )N JATE SJ- 15 J t F- H a aW Z 3 3 kq tA _ �V! z �~ L J W W . W = _ 0 all Z ® UW A& z UJ 2 4 4 UU COL. Q C� N SEE PLAN J M w N � Lam, CD z 00 W CD � J ac n W8 COLUMN. p SEE PLAN O F.DGE OF CONT, Z O w Q `U O FRAME FOOTING BEYOND U coo C_,? 1001-Lr — -- - ✓1 Q Q Colo 5 _ / 5 J < ' 1}16 010"o.c W r� '� Y -- `. I T&B (_00 C—) (-J 2 i:= 0 UJ CNLU #6 010"o.c. T&B 1 FRAME FOOTING 2'-6" EACH DIRECTION —1 2 DETAIL LS 6 6 issue date: 05 August 2003 job number: ND430.00 revisions: I I I I VE REVISIONS I ® AND CLARIFICATIONS TS6x6 CANOPY COLUMN i i TS6x6 CANOPY COLUMN TO 9-16--03 I I I I I I I • I I --- - -- - , FOUNDATI0N DETAILS I _ GC+ 10 I - - - - - - - - - - - - EACH WAY file name: 4305401 TYPICAL CONT. FOOTING T(PICAL WALL FOOTING- L (5) �/5 AT EACH f iYOND, SEE PLAN. SEE PLAN. — FTG -- � 12855 SNN GRANT AVE; 34-53 2'-� LA( 5) �J5 EACH WAY r~�-COLUMN FOOTING WHERE ` (3) �{5 T&B T TOP & BO'TOM. OCCURS. POUk CANOPY ANC "t 1'21111.2-X111444. PLM2003-111144•'. COLUMN FOOTINGS CANT..' I-A,('2003-1111.144 55 D ETAI L D ETAI LS441 i S4. � 3/4!'=1 '-0" S4. V 3/4" V-0„ 90 80 i0 60 50 40 30 20 10 8 t� NOTICE: IF THE PRINT OR TYPE ON ANY TI 11111 11 IIII III I I I I III III III I I I(I III III III Ill III Ill III III III l l l l l l l 'l l III I I III III III I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, - I -- I II _81 I _ I I_ I _ I� I I-I I-IIII III II III -III_I'l-l II I I'1 1 1 I I I'I 1 1 1 V I I I II IL I I IIII II I IhI�I I �00 JC IT IS DUE TO THE QUALITY OF THE Na Je a cru;, _. :•, . ORIGINAL DOCUMENT S Z BS GZ 9 Z 4Z £ dZ iZ Z e[ 9i LT 9Z 4[ 1rt ST Li ti i e I fL 9 D f S L �Tx�nx IIIIIIII�III ►II�II111►I�IIII ulll►ISI►VIII ►�I►VIII►�I��I ►►►�I►NIIII►II�► I I�III►Ilil� ISI ill�ll►►i�ll�1►��I�Illl��l�i �l ���►�11►I�� ISI►�I►II ►�I��IIII7� ��«uLii�►l�l�����►�L- 11111IIll 1 90 80 70 60 50 40 30 20 t0 0 N Ir W z O V TN W � N ccU . M � O E � Ln a d LUM Z j o Q � c~n N E N c/) O U7 /� /�\ N •" 0 D N H 3 71 11 w 1 OREGON *9� r!(I 'q^G�Pv L 001A EXPIRAIIiiN DATE: 6-30-05 ���. a 1 M F- V N 0 UJ L4x4x3/8 ,� 3 < z Z zu 3 iv LOCATE LINA CENT RA. OLTS OF ®OCK CELL z a D is1'-0•• 1 ,_ 0.. �_ ,( 2 MIN. -� UJ - -- N �16"—MAX. � W vim► z C 40-0" C L4x4x3/8 x 0'-6" -- - --- -- - -_ ,+� 04'-0"o.c. w/ (1) 5/8"0 ANCH. BOLT LOCATE IN CENTER OF BLOCK CELL �.. _7 DETAIL w S5.0 3/4"-1 '-0" 2 4 4 LU M Q -7) N a- -J C'''a h !1J CV cr) CL W o z z CD , 21v w � J E o 0 2'-2" 6�-g' CD z �✓ -^ VERIFY -- — Q V O CD LLJ cc: V � j ( C-) F— C/) F- C-) C/) ---, - - --- �_ -- F- F- z C/) 5 a 3" FLOOR DECK 5 Illt— CJ N - . SLAB 1/2" TOPPING � w co C] Q 1-4x4x3/8 LLV W pC C/) Y W/ 5/8"0 A.B. 0 24"o.C. Q p U W/ 5/8"0x6" WS 0 24"0.c C_7 LQ Q W1 6x26 SEF 7/S5.0 F- 00 CL W t ...0 8" CMU WALL W V 2 SECTION AT ELEVATOR SHAFT S5.0 1/2 1 ,-0.. 6 6 issue date: 05 August 2003 fob number: NU430.00 revisions: " 1 - VERIFY (2) #4 CONT. VI SEF 13/S1. 114'-Q" 7 ( 7 FLOOR FRAMING 1 DETAILS IN ti -W16x31 W16x31 3" FLOOR DECK SLAB 112" TOPPING file name: 8" CMU WALL TYP� 12855 S�1' - BUP200 i-00444. 1411200-1-00444, 12001-Illi444, E L('Z003-11944 4 SECTION- Al ELEVATOR SHATI TS5mO S5.0) 1/2,. _1'_0„ i� 90 80 70 60 50 40 30 20 � 10 8 NOTICEIF THE PRINT OR TYPE ON ANY ? � 1 � fI1 I III III I1 1 I I - -- IIlI III IIlly 1111111 1 I 1I I J IMAGE IS NOT AS CLEAR AS THIS NOTICE, � � S � Oo 13 L 1 II` �LI_ l —�--- . IT IS DUE TO THE QUALITY OF THE _ NomORIGINAL DOCUMENT A-16--T 8T Bi Li 9l 9l 61l i 6t 8�[ ii i 8 T9L 9 9 LAS Z�IIII IIII�II►IIiII�II�1�►►►III ►I IIII,I I��I�►IIIIIlII�,III I►I IIII�I„DTII !I II ILII!?I►► ►��iIII�1�I�IiIIIIIIIIIII►IIIIIIIIIIII II►���I ►I►Ii►il► ►►I<<►III I►I�iII►�►I�IiI►II�IIII� E>i«�I>�►gill► i«�IIIA �I so BO 70 60 50 40 30 20 10 0 m P sm oe a.C3 ti 20 ' 10 81 L55x5/16 119 ' 20 ' 21 3C 31 r S Y ROOF DECK - I PLAN 2 1 7 z " Y ROOt�K ,jl / OVB 1 7'_g 1 6" HOD 1 14 I Jr ROOF DECK a/e e ♦ - STEEL BEAM (26) ♦ ♦ STEEL JOIST TOP CHORD SEE PLAN Y ROOF DECK - _ _ - - - N ♦ .002 W14x22 7YP. -GRID ♦ #WS COLUMN BELOW 1 1/Y i TSSx5x1/4 WIBx35 STEEL BEAM SEE PLAN W14x22 24K STW18v26 WB¢J1 COLUMN W11x22 24K STEEL JOIST WT5x24.5xO'-U' W1209PLAN JOIST BOT CHORD (3) 7/8"♦ BOLTS STABILIZER PLATE NOTE: SEE 5/S6.0 FOR ADDITIONAL INFO 20 DETAIL 1s DETAIL 1z WBx31 COLUMN DETAIL DETAIL r4 DETAIL 3/4"=1'-0" Ss.O 3/4"=1'-0" Ss.O 3/4"=1'_0" Ss.O 3/4"=1,-0" �IN STEEL JOIST (G—M) 0 W12x19 L5x5x5/18 S3 1/4" L5x5x5/18 -91 / L 56.0 120. ( 10 l 8 ) iaenoz DeT: 6 20 4 s6.1 — ono 130, ("31 U Sim Y ROOF DECK -Y-1/� S ROOF DECK 1/8" MAX' tlENr al ,p 1 4 * SEE 2/58.0 Q VARIES to Y ROOF DECK 2 1/Y B00 BOD-I ' 4 1 1 T-9 1 7 L¢11 7'-10 4' r O BO 1/8" MAX. LSx5x5/16 TS5x5xl/4 D TYP. .PLAN N_ o. Y ROOF DECK O w �L 128'-5 1 Y U BOD + ♦ 3 V GA 3 1 1/ �TS5x5x1/4 ♦ Z V, wz ♦ WB COLUMN Q O i 24K STEEL JOIST TYP. U w 9 /AFFF�0 W1Bx35 JOIST BOT CHORD WSx31 COLUMN W12x19 t/v 1/2' 24K STEEL JOIST C STABILIZER PLATE W1422 J3/0'x4 BENT PLA E WIBX35 SLOT FOR BEAM WEB PERIMETER BEAM PEWMETER BEAM COPE ENDS a WI6x26 WS6.0 FOR ADDITIONAL INFO. W18x35 SECTION 19 DETAIL 15 DETAIL 1 1 DETAIL � DETAIL 3 DETAIL w 56.0 Ss.� 3/4"=1'-0" $s.0 3/4"=1'-0" Ss.O 3/4"=1'-O" Ss.O 3/4"=1'-0" 4 W 4 T m N 755x3x1/4CL N Om 19 ) 20) ( 2� ) (GRID) L U z z � CDcn (19f2021 7 —fT • J tc w TS5x5xl/4 1 C CM Q 0 S ROOF DECK I a Y ROOF DECK 1 1 I 1 1/8' MAX. �N e O C9 w BOLA 5 ROOF DECK ' S ROOF DECK STEEL JOIST (, H 2 511/4 BEAM BELOW _. y r_ (oRo) z Tcn / Ell, VARIES S 41/4" 5 i♦ �i - —T In Y ROOF DECK 5 ' j Lo Qm 1 i/ % VARIES W m y Y BO S Q O U L a WI TYP. \ �• LU ~ N a W1805 TYP. �TS5x5xl/4 W14x22 24K STEEL JOIST \ 24K STEEL JOIS" COLUMN TYP. 4 TYP. AT COLUMN CONN. STEEL BEAM W12K28 WBX31 COLUMN STABILIZER PL 1x8 \ SEE PLAN FOR SIZE J WB01 COLUMN W14 OR W18 � STEEL BEAM S�EEg3/58.0 FOR ADDITIONAL INFO. SECTION U 18 DETAIL 14 DETAIL 10 DETAIL s DETAIL _ z DETAIL 56.0Ss.O 3/4"=1'-0" Ss.O 3/4"=1'-0" Ss.O 3/4"=1'-17' Ss.O 3/4"=1'-0" 6 issue date: 05 August 2003 8 job number: ND430.00 revisions: 19 (20i 21i 19 ' X20) lelGRID DRD (oRo) iORIDl Y ROOF DECK VARIES ROOF DECK VARIES J' ROOF DECK/8MAX I 1 ROOF DECK TYP 2 1/2" 1 2 1/T Y ROOF DECK A VARIES VMIES �.p d ♦ ♦ ♦ U7 900 VARIES • • ♦ ♦ >n D 7 ROOF FRAMING ♦ ♦ * ♦ i ; A DETAILS 7 / ♦ WEChOR Ne BOL W11305 TYP. - � S 1/4 — PL 3/4x8x8 W18z35 TYP GAGE W1Bx35 TYP 24K STEEL JOIST W14 24K STEEL JOIST TYP_ BEAM SEE PLAN FOR SIZE WBxS1 COLUMN STEEL OR W16 file name: 430S6D0 STEEL BEAM J K STEEL JOIST 12055 SW GRAN I'A VE 27-53 W12z19 W12z19 24K STEEL JO15T BLP2003-OU444• I'L)12003-00444• JOIST BOT CHORD BU P2003-00444.PLATE SECTION-�9 ELC2003-00444 &60 DETAIL 13 DETAIL 9 DETAIL 5 DETAIL 1 DETAIL _ __ _ S6x6 3/4"=1'-0" S6.0 3/4"=1'-0" Ss.O 3/4"=1'-0" 56.0 80 90 0 60 50 40 'll1 20 10 6 NOTICE', IF THE PRINT OR TYPE ON ANYI r I!I 1li 111 ljl Iy l!I I!I Ill l 1!I f]I R 1(T II I ljl I)1 l!II11 (I Ijl I)I I I III I!I 1!I I I i!I Ij' lII I l i!I Ih Ijl l l 111 Ill Ill l 111 III III I IMAGE IS NOT AS CLEAR AS THIS NOTICE, P�71Ef J1I I I I f r- �' i s;1 j IT IS DUE TO THE QUALITY OF THE _ - rte'- ORIGINAL DOCUMENT E8 Ut 8����I��1� U 88 18I t8 �t � t t i t t t �I 8I ��L B 8 tH," ILII mdllu Illilllll mdu!!uuluu IT III Elul Iluu uWm Illullll llll1llll!!Illml�!!ul!I!Illlull!!!!Ilduu luluu I�I!Illlmlllm u!dm1 uduu �� ul�l ulWw 1 IIIIINId 30X ,4 ly ,RI pll � NJ /U bU 5U 4U JU LU IU ll c1 '3 N Ml C JOIST m B cm v I f� v ( 9'-11" 129'-8 1/T ) - v- 3" ROOF DECK /BOD o CD COL. zz �c f 5'-7 1/2" --- '--8" 24K JOIST ' Lv-cr TOP CHORD yI;�9'_4 1/2* ' ----- -24K STEEL JOIST � d'13�DD 129'-0 — j o ROOF DECK /- 3" ROOF DECK BOD •1 I• Q •I '• Lr r,l i •I I• X �- ch s � G a �I 1 1 � 1 * - W18x35 TYP.--/",/ W18x35 / I W16x26-�- W18x35 W12x19 W8x40 COLUMN W12x19 / (4) 7/8"0 BOLTS - W18x35 W 8x4 O COL-"" O -L I -W18x35 D' li r rl DETAIL L1�2 D ETAI L 4 DETAIL g11R�U3/4.,_1 '-0" 3/4"=1 '-0') 56. 1 3/41'=1 `-0" '" ���� N I ' 2 2 ?!ti+ 0 N L D) 20 a� 6 /� 21 EXPIRATION OATS: —30-05 1 LLI � G TS 5x5x1/4_"',. 5'-2" 5'-2" Z 1265) X29'-0 1 12" t'_0" VARIES 3" ROOF DECK 129'_4"� 6BOD �` �+ 3" ROOF DECK 3" ROOF \ /_ 3" ROOF DECK DECK / oC BOD 3" ROOF DECK z H - - ♦ • °' 128' BOD I I I I I• 41 (� W 3 ` �I I I I• < z TS5x5xl/4 , 1 I♦ H 1 `I W12x19 H W IY �`W18x35 H z W 14x22 TYP. V�1805 �W 18x35 z Z a 85 0Z10 W8x31 COLUMN V UJ W8x31 W18x35 W18x 5 W14x22 COLUMN TYP. 15 DETAIL D ETAI l_ r,3 DETAIL LU z 3/4"=1 '-0" 56. 1 3/4"-1 '-0" S6. 1 3/4"=1 '-0" 4 4 W Z BEAM TS M MAX. C' Q N 2" a I /eCJ'x \ 5/ C N Qn 2 14 - c-) z m OC CD 26 L5x5x5/16 1/4 D r 128'_4 1/2 ACTION A- Z 1I 3" ROOF DECK W18x35 1/4 4 BOD +' 1/4 ._4Q VARIES 1,,-3" ROOF DECK SECTION A-A O� cf; BOD VARIES 2 C..) BOD - - - --- TS 4x3x5/16 FLAT / `` TYR L.) I�- - _ 3" ROOF DECK 1,-0„ TS 4x3x5/16 FLAT IN DECK FLUTE / 00 �_ IN DECK FLUTE 3" ROOF DECK Z pC A CONT. w/ JOINTS A F-- I- +.6. F1e I Z C/) + 5 ala 3" ROOF DECK 1• IN DE K FL V - E. VARIES � 5 Q pC C", IN DECK FLUTE rW WELD PER 2/S6.1 BOD ♦ • -A 1^ BGD CJ W Lp �..�..� � -- --- 71A I t26'-6� * 4i I BOD ' ♦ + W12x19 STEEL JOIST < C= NT TS5x5x1/4 iii i OVER TSCTOP TOP CHORD ♦ \ q UJ CV W16x26- W14x22 — i / �TS4x4x1 4 COLUMN W8 COLUMN J SEE 5/S1.2 W14x30W AT BRACE FRAMED G COL. r•,. W12x26 i; 18 ` DETAIL 10 DETAIL 6 DETAIL 2 DETAIL_ S6. 1 3/4„=1 .--0" S6. 1 3/400-1 '-0" S6. 1 3/4"_1 '-0° S6. 1 314,"=1 ,-00) 6 6 issue date: 05 August 2003 T. C job number: ND430 00 t 14 I1 -JOIST TOP CHORD 4x3 TUBE 1/4" CAP PL. revisions: SEE 1 14 '26) I 1. k? 3" ROOF DECK --�'t 1/4" L5x5x5/16 VE REVISIONS- I II AND CLARIFICATIONS ,. 26 TL 1 I 'I TO 9-16--03 VAR— I_ ESv I I /gyp TYP. EACH SIDE 1/4 BOD I 1 SEE 2/S6.0 I I TS4x4x1/4 3" ROOF DECK \ 2 1/2" I• - W18x35 IiI PLAN VARIES ,/4 4 L5x5x5/16-� " " • L4x3x 1/4 I_LH TYP. I I L5x5xt, 16 �, 5 BODS - & & BOD I• L5x3xl/4x7 1/2" 1/4 4 III / \ L5x5x3/8x0'-8" ( I » •�' I4 �' ' 3" ROOF DECK EA. SIDE 1 1 5 3" ROOF DECK /4 4 12 3" ROOF DECK TS4x3x5/16- A - "A I CENTERED IN '� IN DECK FLUTE 3 ROOF DECK ..- VARIES 11/16"0 1/2" WELD PER 6/56 e4 • W18x35 * BOD SLOTTED HOLE + I VARIES_- — .1 - - VARIES BOD d _ VARIES 10 a"' i, 1 4 a 1 1 _ BOD — RFI 020 B_--- °D 7 ROOF FRAMING 1a > - --- to : I W14x22 4—,2 DETAILS F, ! L6x6x 1/2 1 1 1 3» 24K STEEL JOIST `Y `-- �li W 12x 19 --�- BOD 126'-6" 24K 1/2" TOP CHORD W12x26 - 24K STEEL JOIST \ W14x22 N 1 1/4 W12x26 MAX. ' SECTIrj� file name: 430S6UI W18x35 COPE ENDS 3" ROOF DECK 3/8" END PLATE—/Z LATE _ W12x26 NOTE: 12855 S%% (;RANT AVE ill-53 NOTE: SET BEAM WITH (3) 7/8"0 BOLTS TOP FLANGE PARALLEL RUP2003-1104J4, I'1 N12003-110444, � I .� W1f,<26� p 1 '� TO ROOF DECK E1,C2003-00.444 1 SECTIO_` -- -L4x3x 1/4, TYP. �1DETAIL 13 DETAIL DF� TAIL. 5 DE I AIL 1 DETAIL 3' 6 1�J6, 3/4 =1 —0 �6, 1 3/4 =1 —0 S6, 1 3/4 =1 —0 56, 1 3/4 =1 —0 S6 3/4 =1 '- 0 90 80 70 60 50 40 30 10 10 8 NOTICE: IF THE PRINT OR TYPE ON ANY I fl l l l I III III III III III I I I i l III III I I III III III III III III III I I I I I I III III IhI I I I III III I I III III III III 1 11 III III I I III III III III I III I I I I I I I V I I I I I I IMAGE IS NOT AS CLEAR AS THIS t!OTICE, 14T_ I__I I � f I I I�l-I_I-I 8��-I I �I I_-I-11L _1�� Jo I 11 1 IT IS DUE TO THE QUALITY OF THE No 3e • �- ORIGINAL DOCUMENT ��-£ S 8G LS 9r Z 1rZ t;iZ �Z iZ Z 8t 8l G[ 9t 19t bt fit Zt tt t d I!I►IIIIII II►► Illl�il,l III,I,I►I►IIIII►III I►II !III I,I►IIIII IIII�II►IlI►II�III►II►I►�iI�►III IIIIII,II�►►I►II ►I►I IIiI�I�I � �IIII�I, III1�1�IIlll►I Illllllu IIIIII�-IIT�il� lil�ll�Illillii► liiil«u luiui�lll�u i -ulu�ii�� l� lll 90 80 70 60 50 40 30 20 10 0 CD .J C6 ul) t?+ C Q � C'7 3o I �✓ r N � i; i f1 . I 9T IRUCTUR44 2 2 V 0 URfCON 4440 L 0 4Q0 EXPIRAiiGN DATE,' P /-3" ROOF DECK 21 / 24K JOIST VARIES / 90-5--S 3" ROOF DECK d Zh VARIES - 49 gp�"p— (2) #4 CONT. - - w -- - - - - - - - - - - - - - - -- - - - - - - - - - 128 -�� -- ------/- -- -- -- - 128'-p �n TOW TOW D LU ZZ V < Z_ W12x26 2 t 8'-4" - H w U. W14x22 VERIFY (2) X14 CONT. VERIFY W � WZ) = G all4 z a V W 8i 8" CMU WALL TYP 8" CMU WALL TYP 7 SECTION AT ELEVATOR SHAFT _ 3 SECTION AT ELEVA_ -T-OR SHAFT w S6.2 1/2„^_1 ,-0„ S6.2 1/2' =l'-O” 2 4 4 LU rl k4 -1k 14 M 19 ) (20 ( 21 ; Ss.2 ss.2 cl-' cL slla. N rn LU CL © ` m RTU-2 W � 22,000 Lbs i C= GALV. 1_443/8x0'- 0" J Ix w 048"0.c. w/ (2) I H I G ) 5/8"0x6" HEADED UDS IN?ERIOR CONC. CURB RTU-2 D C/� z AT EY' GAGE TYP. 011'-0"o.c. MAX. WEIGHT 22,000 Lbs O CD c SEE 14/S6.2 FOR ---� Q I ' I REINFORCING EDGE OF DEC COORD. OPENING EDGE OF DECK Z O O � 3" LWT CONC. FILL l WITH MECH. V CD 1/4 z-s #5 HORIZ. TOP & BOTTOM I w/ #3 STIRRUP 08"o.c. TYP, TSSx3x3/8 04'-0"oc� _- _ -- EDGE OF DECK COORD. OPENING GE OF DECK � TS5x3x3 8 — IN DECK FLUTE, ATTACH WITH MECH. C/1 / I SEE 14/S6.2 TYP. AT END 3' LWT CONC. FILL w/ - — IN DECK FLUTE TO DECK WI1H PUDDLE 129'-0 1 2" l-- F- 5 048"o.c. MAX I '�� 1/'" VARIES WELD 012"o.c. BOU-0 1 2� WELDED WIRE FABRIC BOD - �` Q C 1 TYP BOD z - —r---- — 5 Q Q cV 7YP. T��x5x1/4 'bo -. -7 U f - = O lNO TS5x5 AT SIM.) I I' w - - 0 O -,�- L „� C/� Q Y Q O U O co Q W w CV ♦ t4 I I r-. - UJ " W18 BEAM TYP. ,- - W12x19 W18x40 I CENTERED IrNLDED CONC STUD CURB W18x35 Y� _ W18x35 W8x31 COL. TYP. W18x35 W12x19AT EACH TS5x3 - __. �" - .- • ® TS5x5x1/4 � � U 14 DETAIL — REVISED 10 SECTION AT ME�, HANI �,AL UNIT — REVISED ' 56.2 1/2„=1 '-0„ 56.2 1/2„=1 '-0” VE CHANGES 6 6 issue date: 05 August 2003 D 13 17 I Ss.2 19 1 Z0� (22� 23 job number: 10430.00 - revisions: IVE NS -RTU-1 ® TO 9E 1161003 AND CLARIFICATIONS 13,000 Lbs I I I I � RTU-1 8 I WEIGHT 13,000 Lbs " 3" LW-I- CONC. FILL TS5x3x3/8 04' 0" INTERIOR CONC. CURB COORD. 1/4 2-5 _ EDGE OF COORD. OPENING -EDGE OF IN DECK FLUTE. ATTACH 011'-0"o.c. MAX. E �E OF OPENING EDGE Olt 3" LWT CONC. INFILL WITH ! DECK WITH MECH. I DECK SEE 13 S6.2 FOR - TO DECK WITH PUDDLE REINFORCING I DECK WITH MECH. DECK WELDED WIRE FABRIC 7 €q� 1/2„ 1- - WF, - --- -------- - -- ----fi I 7 ROOF FRAMING TYP. TMP• VARIES DETAILS AILS I OD 3" ROOF DECK • •' � file name: 430560' W12 BEAM -_ � W18 BEAMI� �I I� ♦I 12855 5%� (:RANT AVE 1'►-�.; 14'1'2003410444, PLM2003-1111444, TS5x3x3/8 IN DECK FLUTE "' f':1.('2011 i-1111444 048"o.c. MAX. ::,EE 14/S6.2 FOR ADDITIONAL INFO. W12x19 TYP. 1 SECTION RF-VISED _ _ - SECTION A_ T MECHANICAL UNIT -- REVISED \-18x35 3 SE 0 S D 0 S _ E L ,,S 6.2 1/2„`V-0" — 5 6. 2 1/2„=1 '-G" �— — —__— -— VE CHANGES _�— — ------- -------------- .— -- � —.—�_ _ S6 , 2 90 80 70 60 l 50 40 30 '0 10 3 NOTICE IF THE PRINT OR TYPE ON ANY I I -- - IiIII —I.II I_I_I I_I�_L- I I! _ III III�III�_I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 � _ BO 5�1 �S� IT IS DUE TO THE QUALITY OF THE No 30 e� sr.- ORIGiNAL DOCUMENT � III) Illi Illfllllli1111 II11�111111111�1111 IIII I111f1111�111! illl�Illllil►I�Illllllll�lllllllil�llll IIII�IIII IIII�IIIIIIIII�IIII�IIILIIIi lIII�IIIi)I(If�llll IlI1�1111 IIll�llll�lll�!!II Illl�llll IIII�IIII Ilil�llll IIII�llL�UllUl1 lll�il� ���>�� El�ll�IIIIIIII�I 90 80 70 so 50 40 30 20 i0 ) N f") Cf) R 0 Q 3 w r, � N O - M UO Z LO CONCRETE WALL PANEL CURVED W12 BEAM - g W16 ®SIM. � 16go BENT EDGE PLATE CONT. 1/4" BCD PLATE SID M CONTINUOUS 1/4" BENT PLATE METAL DECK 4"MIN3" STEEL DECK `� MAX. BEIWEEN CURVED ? c / 3" STEEL DECK 5"t 1/4" • Z L5x5x 1/4 CONT. 3 STEEL DECK iS5x5x1/4 N VARIES ROTATED AT SIM. 1" DT CSIM. ROTATED -- B.O.D. s' o SEE _LANA _ SEE PLAN� Cry I- M 4.4 1 - ---__- - �� _ - -__ - - - - - - _-�-__ - - - - - - - - - - - - 1 1 4 4-1i _ - - - .. 1 4 4-8 4 4 11 SEE n � STEEL BEAM r I SEE PLAN -ROOF BEAM 1 NOTE: SET BEAM w/ SEE PLAN TOP FLANGE PARALLEL TO ±QIL- SET BEAM w/ ROOF BEAM SEE PIAN SET BEAM w ROOF DECK, TOP FLANGE PARALLEL TO TOP FLANGE PARALLEL -f0 \W12 SPANDREL ROOF DECK. W16 OSIM. 1 RuOF DECK. W8 COLUMN i 20 DETAIL 1 E UPPER ROOF DETAIL_ 12 DETAIL 8� DETAIL 56.3 3/4 =1 -0c3/401- -- �� - � UCT 2 " ' " .�6.3 =1 -0�� S 6.3 3/4 =1 -0�� 5 6.3 3/4 =1 -0 %160 r ORLGON 2'-3" 1 1�T ( E)(PIRATIQN DATE: 6-30-05 3/8" STIFFENER PL EACH SIDE. { 5/8" PUDDLE WELD 3 " GRID CtfilD \\--PL 1x9x1'-6" w/ SEE NOTES .� _ VERIFYL5x5 CONT. 1 (4) 7/8"0 BOLTS t SEE ROOF PLAN 1'-O" DBL ANGLE BEAM z I Z BRACING. 3" DECK 4-t2 V VARIES _, B.O.D. TS5x5x1/4 CONT. BETWEEN SECTION A_A TS5x5x1/4 CONT. BETWEEN � 'A � 4, CURVED ROOF BEAMS ` �-W14 ROOF PLAN i -� CURVED W12 BEAM J ,CURVED ROUE BEAMS C w 3 JOINT / SEE PLAN v Z U 3" STEEL •�• ® BEYOND �z-;_ � 3 � _ - - � ♦ %A ROOF DECK CURVED 1/4" BENT STEEL--- Z N f TYP. PLATE SLOPED TO MATCH 1/4" BENT STEEL SEGMENTED 16 GA, BENT 2-SIDES t + PLATE r STEEL DECKING, CONT. 4-f2 ♦- - STEEL DECKING, / 4-�z �= w 11 '-6 1 2" BETWEEN CURVED ROOF BEAMS 4-12 EDGE PLATE TO MATCH 1/+ BETWEEN CURVED ROOF BEAMS / � w m W ROOF CURVATURE Z Y l7 1/4" CONT. / CURVED STEEL BEAM I I / O Z BENT PLATE f 4 4-e E PLAN TY I I z a U W 1/4 4-8 1/474-12 5"f 1/4" SE lA P. I / 1/4 4-12 all (2 L4x4x i/4 BEAM BRACING + I nP D3/18x5xO'-5 A6 SEE VED PLAN TEEL BEoni w� 5/8"0 BOLT EACH END. i 45"t 1/4" W12 SPANDREL S. W16 ROOF BEAM PL 3/8x4x4 w/ 5/8"0 BOLT W8 JEE PLA N NOTE: StT BEAM w/ SSEEPLANBFORELOCATIOEN NS SEESEE PLANNOTE:TOP FLANGE PARALLEL TOSEE DETAIL 13/S6.3 FOR ADDITIONAL INFO. L SEESNOTE 1/S6.3 FOR ADDITIONAL INFO. ROOF DEC:', TYP. 1 _ DETAIL 15 DETAIL 1 1 ® DETAIL _ 7 ® DETAIL _ 3 DETAIL w 56.3 -3/40t=1 '-0 56.3 3/4!,=1 '-0" S6.3 3/4.,=1 '-0" 56.3 3/4"=1 '-0" 56.3 3/4" 1 ,-0" 2 4 4 GU V M SHEAR TAB SLOTTED 1/2 T 121'-3 1,L2'IV < -7 N THROUGH TS FOR _ BEAM BEYOND. I SEE 5/51.2 STIFSTANDARUFENER PLATE BEAM CONNECTIONFAI PL1/2x4>� 6" / GAGE. 1/4" BENT PLATE-\ � clN (2) 3/8" 3CF ENERS, CONT. SEE 5/S6.3 t 4 4-8 . m W10 \ 1/4 fwl STANDARD BEAM CONN. 1/4 4-8 Z BEAM \ V t/4 - r ;s CURVED W12 STEEL BEAM (U) O 123'-84 i w � + 1 - 90D ` y 1/ 1 4 3-SIDES 1 4 11 1/2" F- 0 z + ;� 1 1/2" y 1/+ 1/4 �I TS4t,4 COL. * I W8 COLUMN 3/8"x6" W8 COLUMN Q c _ STIFFENER EA. ♦I � Q � A SEC110N A-A SiDE. SECTION 8-B / CD LU W12 BEAM SEE PLAN----, _ DC _ BEAM -RID j �/J � V 1 5 - 4� 16go. BENT EDGE PLATE CONT. z C/) 3 + SEE PLAN ED BEAM ® I CURVED W12 BEAM 5 N CURVED STEEL I " I I\ �BHORIZONTAL, � / t/4 z 14 L03/8 STIFFENER I �3VARIESBEAM 7" 4" � 5SE ELEVATION. 3/8" STIFFENER 3" - A PLATE EACH SIDE NP �-PL 3/4x10xO'-10" SEE SE!,'TION A-A PLATE EACH SIDE �,P PL 3/4x10x0' 1U" W aC Y " w/ (4) 7/8'0 BOLTS AND SECTION B-B FOR C V /8 STIFF. PL. w/ 4) 7/8"0 BOLTS c 9 `G CONNECTION TO COLUMN SEE FRAME ELEVATION Q EAC' SIDE w/ ORL r.l F-- N PERANGLE BEAM 7/S6.3 BRACE 1 J 3/8" STIFFENER PLATE EACH SIDE W W16 SPANDREL SEE PLAN - I SEE pLSPANDREL PL. 3/4x 10x0'-10"- I AN w/ (4) 7/8"0 BOLTS W16 BEAM W14 BEAM SEE PLAN NOTE: COTE: SET BEAMS w/ SEE DETAIL 13 S6.3 FOR ADDITIONAL INFO.NOTE SEE PLAN SEE DETAIL 1/S6.3 FOR ADDITIONAL INFO. " W8 C UMIJ TOP FLANGE PARALLEL TO / LL ROOF DECK, TYP. SECTION A-A U _ DETAIL _ (�l 4 DETAIL10 _ DETAIL ' 6 DETAIL L 2 DETAIL _ c6.3 3/4,x_:1 ,-0" 56.3 3/4!'=1 '-0" 56.3 3/4.'=1'-0" 56.3 3/4'=1 '-0" 56.3 3/4!'=1 '-0" - 6 6 Issue ate: 05 August 2003 T /121'-3 1/2"- job numoer: N0430 00 SEE PLAN / CURVED W12 STEEL BEAM revisions: V VE REVISIONS V I AND CLARIFICATIONS 11 1/2" 116'-8 1 8" i 11 1/2" / 116'-11 1/4& TO 9-16-03 r+9� 1 I � I / 16 GRID ' 1/4" BENT PLATE 101 k 1 CONT. BETWEEN BEAMS. CONTINUOUS ice---• TS6x3x1/4 CONT. BETWEEN BEAMS. 16ga. BENT EDGE STEEL DECK 1/4!' BENT PLATE 11 I 1/a 4-8 �- PLATE CONT. �� ROTATED AT SIM. CONT. SEE 6/S6 .3 1/4 V a-e \ `W16 CURVED BEAM FOR WELD 4 I W21 ROOF BEAM � \ SEE PLAN •- SEE PLAN TYP. 1 1/2" VARIES / PL 3/4xE 1/2x0'-10 J SEE PLAN ^ ? 7 ROOF FRAMING 7 3" DECK CONTINUES-� i I CENTERED ON TS COL. w/ CURVED W16 BEAM __ �4^ TO BEAM BEYOND (4) 5/8"0 BOLTS TYP. SEE PLAN / 1/4 W8 COLUMN SEE PIAN 3/4" CURVED Wit BEAM TS COLUMN SEE \ I ``� EACH END OF TJ4x4 3/8" STIFFENER-� t/4�/ VARIES --_ SEE PIAN /���4 � DETAILS 9/S6.3 SIM. I �'�- PLATE EACH SIDE " -- &WLES I I -TS4x4x1/4 _3 \ 3/8' STIFFENER--� 3" NP (2) PL 3/4x10xO'-10" \ �1 FLATE EACH SIDE TYF. _ r VARIESe tYP) _ t/4 of nP AT BEAM AND COLUMN I 1/4 AT)BEAM AND COLUMN W/ (4) 7/13"0 BOLTS \ �_--- 4 ----- � w/ (4) 7/8"0 BOLTS • � I h file name: 4305603 01 W8 COLUMN -f8 LOWER ROOF BEAM SEF_ PLAN W8 COLUMN � 8 S6.3 NOTE; SET BEAM w/ ,6 3 12851 S11 (;RAN'F Al 1 40-53 W12 BEAM-/ SIM. TOP FLANGE PARALLEL TO W16 BEAM BUI120113-1111444, P1I NI211113 004-1.1• - : ROOF DECK. NOTL; SET BEAM w/ NOTESEE PLAN ELC21163-0I444 TOP FLANGE PARALLEL TO INTERSECTING BEAM TO COLUMN AND BUILT-UP PLATES/TS NOTE; N07E: ROOF DECK. BETWEEN CURVED BEAMS NOT SH01YN FOR CU-01ITY, SEE DETAIL 15/S6.3. INTERSECTING BEAMS NOT SHOWN FOR Cb,,RITY. INTERSECTING BEAM TO CO+_UMN AND BENT PLATES ` �\ SEE DF-rAII 1/S6.3 FOR ADDITIONAL INFO. BETWEEN REAMS NOT SHOWN FOR CLARITY. SEE DETAIL. LZ/S6.3 ? 17 DETAIL_ 13 DETAIL 9 LOWER ROOF DETAIL DE- AIL 1 DETAIL S6.3 3/4"-1 '-0" X6,3/ 3/4"= 1 ,AC, 56.3 3/4,._1 '-0" 56.3 3/4„_1 ,`0„ S6.3 3/4„_1 '-0" S6 ,33 +1I 90 I+II \� 70 60 50 40 - 30 20 10 HOTICE: IF THE PRINT OR TYPE ON)kNY ' L I II 1 1 1 111-1I- I .I I _ - I �� -Ili -II-I-1-1111 1 1 IMAGE IS NOT AS CLEAR AS THIS NJ"fICE, 4 L �l III III I I I-�.i�jJI TC3 BOO 5E I-� I - IT IS DUE TO THE QUPLITY OF'HE __�I�IIII IllIlllll(ll�l�►►III�IIIII�II ; ILII 1111111►!�il )II�IIII, ��II►IIIIIIII��I�l►ilullI!►III�I►►I►I►I I►I 64-1. 4l-1�I�l1llll 11 I11 � Il ! �l� 1 �19- No ORIGINAL DOCUMENT TrL Z [ 9th ­ � la11llll1ll4lTil � T1 �e b1�J7111111i; 90 80 70 60 50 40 30 20 10 1) tY LD R ROOF TOP MECH. UNIT C 16 z a 56.4 a v LD c.J W 10 BEAM -- ------ -- -- — o � z c� r; PL 3/8x5xO'-9" - -�` CENTERED ON W10 it r— BEAM w/ 1 1/4"0 OVERSIZED HOLES M AT BOLT LOCATIONS ! FTU-3 nG� IhN1 O Lbs z \ 2 L3x3x1/4 GALV. L4x4x3/8x0�-10"---� �r-#5 aORIZ. TOP do BOTTOM n / w/ PL 31800 s N AND 5/8 0 BOLT 88`0x6" EADE)D (STUDS w/ 3 STIRRUP OS"o.c. TYP. o AT MIDSPAN AND AT 8" GAGE, TYP. 5/8"0 BOLT 8" j 3" THICK LIGHTWEIGHT � n -FACE OF EACH END SEE ARCH. COORD, GOORD. CONC. TOPPING SLAB N Ir GYP. SEE OPENING WITH WELDED WIRE FABRIC 1/4 c-y TYP. OPENING ARCH. • CONT. MECH. ,/t / WITH MECH. 1 ( 9 5/6 , W8 COLUMN CURB BY WITH MECH. / \ OTHERS a. - INTERIOR CONC. CURB010-O v — CONT. MECH. - FOR ADDITIONAL SEE F S(i.4 N - O. w - CURB BY OTHERS A .I I ,i-CO OTATED WHERE 1" LONG HORIZ. r I OCC RS SEE 19/S6.4 \ SLOT THIS LOCATION TMP _ - — r-3" ROOF DECK 3 e" PL CENTERED A SEE T ENz / - TYP. AT ENDD -_� ON W8 COL., TYP. 115'-2" - --- —, r—- -- -- TO PLATESto - 3/4"0x8" WELDED STUD W16 BEAM CENTERED BELOW 012"o.c., CENTERED ON CONCRETE CURB 1 - - - - - - - - - - - - - - - - - - �/+� BEAM AND CURB TYP. - - - -� - - - -- ` - - - - I `- - - - - - - - - - - - - - - - - - - - - - - - -- -- - -- 1/4 �T. q - - ' - - - - - - -WIG BEYOND BELOW -- LLS MECH. UNIT CURB - FRA _ ri6 SECTION AT MECH . UNIT 12 SECTION AT MECHANICAL UNIT — REVISED �R" P20 SECTION AT ARCH . ME _ „=1 ,— " �' 1/2"=1 '-0" 56.4 1/2„=1 �-0" 2 v�� 1N� fOy S6.4 1/2 0 .�6.4 OREGON 13 J16 { 16'-8" I --- (ExPiRnrioh DATE: 6-36-05 ! i 2'-T 11'-6" — 2'-7" j i L3x3x1/4 x CONT. 1"0 SLEEVE x 6 1/2" Z `✓]J I I I FOR ELECTRIC CONDUIT V lJ 1/4 s I I A I W3 COLUMN 1/4 5 N ^' 1/4 115'-0" 3" STEEL DECK . I O W y 1/43 SIDES B.O. STEEL - - - - - - _ V I Z V 3 ♦ ♦ 1/4!' END CAP I i 3 = l7 4 y I I 4X.6 TUBE H 40 �y TS4x4x1/4 I I W W TS6x6x1/4 � 3/1e , , bo TYP. U.O,N. w s I I 6x6 TUBE H Z I Z z .11 3/8" ARCH. PLATE ( TS4x3x1/4 x CONT. z a O W 3/8" STIFFENER PLATES--/ CENTERED ON COLUMN 7 SEE 20/S6.4 S6.4 ! i EACH END A6 TOP AND BOTTOM C.P. TYP. 108'-4" - -- -- - -- B.O. TUBE \ ® TS(6�x4x�1/4 ® Z 19 DETAIL ;,4-i t EACH END 7 DETAIL W 56.4 3/4„=1 �—p„ .a I V 56.4 3/4„=1 '—p” 4 Uj 00FAR/ TYP.LATE BANDING M NwD TS COL. WITH —J N rnUTT WELD CLD SMOOTH - LV O Z m 3” STEEL DECK U 00 100'--0" —�- W18 BEAM �� O LU O W12 BEAM 0Z L5x5x3/8 O cm � =) _ (DS41 SEE PLANe = I Q do I/ ♦ � O � � I` /� = O I cn V ♦ I C/D I,__ rJ Z C/) cr ("l5 _ CANOPY DETAIL Z bo 3 8"=1'-p" I I THROUGH TS COL.--CONN. PLATE 5 Q Q � C,4 5 56.4 / ZD N TS6x6-- I I PER 5/S1.2 � � C7 w —W16 BEAM COLUMN _� ' ' Z4O I 0LU Y 18 BEAM - I < 1' OLD LO u 16'-5" ® I ��, I P- N cl --- P 118'-0" I I LU 2'-7" R , �gG;1 � I 12'-2" ------�' I I I ' W I 1 2'-7" —7'-0" 1 4 5 — � ■ L3x3x1/4 x CONT. � 1/4 s ' 1 4 s I L1' 115'-0" _ 1/4 s 1 I I • 3" STEEL DECK L3x3x1/4 x CONT. B.O. STEEL 113-10" CONN. PLATE SLOTTED 2 DETAIL - rT.O. STEEL i i THROUGH TS COL. ,� 1/4" END CAP 1/4" END CAP i I PER 5/51.2 56,4 3/4"=1 '—U I I 6 I 6 issue date: Oti August 2003 TS6x6x1/4TYP. U.O.N. s A I I .. 3" STEEL DECK � �� ' ' job number: ND430.00 /® i 3" STEEL DECK f �� �'�• ® ' ' revisions: l D4 _ TS4x3x 1/4 x CONT. 7 3" STEEL DECK--\ ' ' EACH ENU i -- --� VE REVISIONS TS400/4 x CONT. S6.4 I VARIES i - AND CLARIFICATIONS '1 - W12 BEAM I i ♦♦i ♦ TO 9-16-03 0 'T , 108'-4" �1B.O. TUBE B.O. TUBE �—T, TYP. TS6x4x 1/4 I I 112'-6 1 2" _-_ ♦� BOD C.P. TYP.}— -E --� I I E�.CH END TS6x4x1/4 1/4 I SW12EE BEAM ;,4 -�EACH END I 1/4 (EACH END F i SEE PLAN I U I I -CONN. PLATE SLOTTED �/ TS6x6x1/4 CONN. PLATE SLOTTED I I W12 BEAM THROUGH TS COL. 1/4 -r \NP' TYP. U.O.N. I I PER 5/S1.2 i I THROUGH TS COL. 3/8" PLATE BANDING 1/+T-,-(TYR PER 5/S1.2 j i TS4x4 COLUMN 7 ROOF FRAMING 7 V I SET : ® DETAILS AROUND TS COL. WITH C.P. BUTT WELD / 3 8" PLATE BANDING / I I SET BEAM WITH TOP FLANGE GROUND SMOOTH 1 AROUND TS COL. WITH I I PARALLEL TO ROOF DECK. 54.1 C.P. BUTT WELD I I TS 6x6 I 1\ 100'-0" e �. GROUND SMOOTH 100'-0"� —� — - name: file 4305600 C -- - L 1 1 12854 SNS'GRANT .%\ 1- 41-51 5 S4.1 — _ 1311'2003-n0a44. I'll.N 121101-110.144, 54.1 --- EIA 2003-00444 -----'- � -W 14 BEAM CANOPY DETAIL �� D ETA I_ 1 D ETAI l_ _ 1 S684 7 CANOPY DETAIL 13 CAN 0 -_ _ S =1 '-0" S6.4 '— -- 3/81' V— _ '— — 56.4 3/4„_.1 �--0” S �/�„=1 '-0" 6.4 3/8„ 90 80 70 80 50 40 30 7.13 10 8 NOTICE: IF THE PRINT OR TYPE ON ANY [[Jill I I I I--II -IIII I I-- l lTl9il I ul�UI►lI uLIMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 -_ - - _L 6� �uI9_I—I_IIII No. °I_I'�°IT IS DUE TO THE QUALITY OF THE �i� � 4 � lllllilt ��illTIllLu<uiORIGINAL DOCUMENT L L llzIII7 . I �I � � l � l ��ltltlIll18ll �£I,Ili" I! _LTL 8 t t �ill6TllST1 �T ll I� 1 ► illlll!�1�W1ll1ul�lu�lillllNlil _ 0 90 80 70 60 50 40 30 20 10 ; D f CV ch cn V 8 12 �--,, — 56.51 S6.5 Z I ( s ) (s ) 5 5'-_0" I -TS4x3x5/16 CONT. 8" TS4x3x5/16 CONT. 8" TS4x3x5/16 CONT. a �� ` ! — L6x4x 1/4 CONT. (LLV) L6x4x5/16 CONT. (I-LV) L6x4x 1/4 CONT. (LLV) z ^ ` 2 _2 S/e �12 5/8 12 I 5/8 12 r' r \ 2 oLL - - - =—-- _ -_ - - --_ - - -_ _ _ - - - / / a - - - - - - - _ - - - - - - - - - - - - - - - - ———137' 4"�_- 137'-4" —_ - s/e e i 4 �4-12 W � �-- _ _ - -r=_- -_. - - - - -�- -, __ ` t ♦ 4-12 \r1/4 4-12 3" STEEL DECK \ �� +� \ `-EXTEND TOP OF JOIST 1/4 4-12 _ 1/4 V 4-12- JOIST ' 2 C6x10.5 \ P`& BUTT JOINT AT TUBE t/4 -12 — v j / I , PL 1/2x8 3/4x7'-6" STITCH PL 1/2x3x8 t ♦ I;S L /Bx4x 12 C.0002� STI N SPLICE PL EACH SIDE �' P 3 I 7/8"0 BOLTS 1 (2) 7/e"0 BOLTS 1YP BRG PL 3/4x8x1'-4" t/+ -5 1/2"x11" 1/4" CONT. PL A 1/4 / w/ 3/4 OxB" HSA FT NOTCH 2 1/43 3/4 012 o.c. STAGGERED FOR BOLT 1 (2) C6x10.`, — ___ - - - - _ 3 II II NL 1/12x11 3/4x1'-6" SPLICE 1/4" WALL PANEL a -� � AT 4x3.,� JUDE•nl I Qom- — ` \ SECTION A-A CCHANGES PER VALUE ENGINEERING •••• DELETION OF CURVED W16x40. 1 1/4"O ROD — NO. ;, 1/2 d T 12 _DETAIL -- REVIS8 DETAIL- REVISED ED _ 4 REVISED41 � o S 6Y11 3/401=1 '-Off VE CHANGES S 6,5 3/4 =1 -U VE CHANGES 5 6,5 314!0=1 -0 VE CHANGES 2 /v� INg� OS 71a W6x20 -� / / ORLGON \� L Ge _ l PL 3/4x6x1'-7"— E PIRATIUN DATE 6-30_05 / PL 1/2x8x1'-0 1/4" .g s S / 1/4 �L4x4xl/4 CONTINUOUS L4x4x1/4 CONTINUOUS W/ JOINT CENTERED ON JOIST � � \� X125'-0" 3" STEEL DECK &•125_0" 3" STEEL DECK 12 50" 3"_ STEEL DECK v / 1 CC I PL 3 4x8x1'-7' _ PL 1 2x9x1'-0 1/4- 3 1e 3 ORG.r L. I ,� a 1 (6) 7/8"O BOL1S / / I 8 0 4 =2'-6' 3/1a 3 3/16 BRG. PL. I/4 4- 2� / 5" GAGE —,�' 0 W Z V 3 3/4x6 S X12_3'-8"_ �1�'-8" - 123 -8 — 3 z < Z ---=°-. -- v► Z v+ b 1/4 N 4-12 J im LL ' 435x108 1/a 4-2♦ I \ 19 L4x4x1/4 W \ Ld Z z 13 4 1/2" 6" W30x108 L �Fx5 16x9'-0� 06.6 C Z RA ATCONCRETEWAL /1a Z D V W A BRACE �. IST SP� E 3/8" STIFF. PLATE OF TRU87 SS, 6'PL. CLEAR EA. SIDE EACH SIDE W30x108 �1 DETAIL _ REVISED 11 DETAIL - REVISED _ r7 SECTION 3 CONN . DETAIL AT COLUMN w 56,5 3/4"-1'-0�� '- c6.5 3/4 1 '-0't VE CHANGES S6,5 3/4��=1 '-0�� VE CHANGES - �iE CHANGES S 6.5 3/4 -1 O VE CHANGES 4 W 4 3 QM w —) N r LU % COLUMN dC STEEL JOIST � CV 3" STEEL DECK 'b W O 2 cn "S6.5 z o 2~ S cp 10" CONC. WALL s � —, � Lu w '. O F- 1 2 1/2 3/16 0 0 1�- =°=- C::) Q PL 1/4x4x6 x CONT. / PL 3/4x6x1'-6" PJ.Ad (', 0 F-- 0= U � Z3, 1/+ cn U el�_126'-4 1/2" _ _ +,4a PL 1/2x8x0'-8" 123'-8"., I 123'-6" �• V) ZD 6 STEEL JOIST 1 + a ° — BCD Z � 5 _ ° ♦I O ♦� 5 �„� ZD C.0 N ♦1 M 1 �►Iw PL 3/4x1Ox0'-1T 77 _8�_ ♦I q 10 ♦1 z F- CJ 3/e W300 08 I I 0 W/ (4) #SX6'-0" W30008 \ I 4 O W30x 108 W30x 108 I W C/) < +I M 10 it Q o U 140 t C.0 U-3 112" /T1174-- /4 a 1/2" 1 4 6 * 1 � 10 # 1 � 1-- CN C � MIN. BRG. END PL 3/8"x 10" 1 4 a � AT JOIST x W 8" WALL PANEL.-- PL 3/4x10x2'-0" SEE 5/S1.2 PL• 1"02Y.1'-S' SEE 5/S1.2 (10) 3/4x6 WS (6"GAGE) 1/4 e EMBED LBx4x1/2x0'-1Ci' WELD PER TYP. DETAIL 5/S1.2 1 4 a J4- ® � UL �STEEL COLUMN, SEE PLAN I V 18 DETAIL - REVISED 10 DETAIL - REVISED 6 BEAM CONN . DETAIL 2 BEAM CONN . DETAIL ' 3/4"=1 '-0VE CHANGES 5 6.6 VE CHANGES 5 6,5 3/4"=V-91# VE CHANGES 3/4#1=1 '-0�� VE CHANGES 5 6 issue date: 05 August 2003 W S job number: ND430.00 12'-0" _ — T revisions: 3" STEEL DECK VE REVISIONS AND CLARIFICATIONS 2" TO 9-16-03 A 1/4 16 e/e 1/4 5 _1/♦ 5/9 9 11'4 s t/4 4 4" MIN BENT PL 1/4x4x6 x CONT, 6" i \ r � e 2Z§'-4 1/2" 4-12 � t/ - - - - - - - �-�--- --r--.tea« - - -= - - - - - - - - - - - - - - - - -__ - - -_ - - - - —_- - - - - - ROOF FRAMING PL 1 x 1 r 7'-6" TS 5x3x3/8 TS 5x3x3 8 DFTAIi LS BETWEEN EACH JOIST { PL 12x8 CONT. w/ I A--A- 3/4"0 X8 --A3/4"0x8 WS 0 16" oc I A 8" WALL PANEL- ////// ANEL -- Ile name: 430:-'604 II —_ 11 12855 S%% (:I!%N'F N 1• 42.53 1i BVI'21103-111444, VI N12003-111444, 1 I 1-:1.(-211113-111444 17 DETAIL - REVISED 5 DETAIL S605 S 6.5) 3/4"= 1 '-Opt VE CHANGES S 6,5 3/4"=1 '—000 VF CHANCES 90 / 80 70 60 50 40 30 70 NOTICE IF THE PRINT OR TYPE ON ANY I I II III I II I l l 1 1II III I111 I11!1;JI 1.1 IIII111 III OO5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 8l0 I � 3I _ 1� IT IS DUE TO THE QUALITY OF THE _ _ _ "° 0'::�Mj!7 ORIGINAL DOCUMENT IIIIIIIII ILII IIIIIIIIIIIIIIlIIII�IIII Illllllll�llll IIII�IIII IIII�II IIIIII�Illlllll!lllll 1111 111!!II!I 1111 llll�iilllllll�llll l!!I�III!!lII11111111111y 11111�1111�1111 llillllll IIll�llll,Illi�lllllllll�ll�lW L llllliJll1111 9 Illlll111111U£ 1lllllll 1111�1�1! 90 80 70 80 50 40 30 20 10 0 v cn -ROOF TOP MECH. UNIT ^ co JOIST 3 18(\31 4" CT) v TO AN 3 16 3 f TOP q / 2 SIDES � N � 1 cc oN �\3 M 3 a) SPLICE ROOF DECK FOR TS5x3 o KTUBES TO BE CENTERED BELOW g "' T3/4" BOLTS 8" CURB. _ 125'_ -v- _129'=0" &-125'-0" 8gEMBED PL 3/4x12x1'-9" g 125'-0" (6) 7/8"x5" HSA L 7x4x3/8x0'-6" SECTION A-A Z - 5/8 12 048"0 c. W/ (2j0'-10"--�� i„ t LWT CONC, FILL WITH > 5/8"0x6" HEADED STUDS WELDED WIRE FABRIC 1/4 BOTH 1/4 - AT 8" GAGE. TYP. u: M / }� 3" STEEL DECK -�W/ #3RSTIRRUP 015'0 BOTTOM. TYP. }� CIO o FLANGES 1 4 1h • - - 1/8" MIN. C/� N r- -_ - -- - — - -- VARIES - SEE- PLAN ` -� 12.1_'-1 U' 3/4" MAX. 8" &12 END OF TRUSS r 1 1 VARIES _ I � � 1 1/4 2-s�TrP. 3/4"0 /4 CONTIN �� \ 121'-4'6 T '' 1/4 2-s TYP. TYP. AT-BEARING TO ;/ 1 4 3/4"0 EXP AN 024"o.c. 1 1A A MFG. JOIST 2" ' • ± W16x26 1/4 ♦ 1-4 i;� w , I 'E� 3" ROOF DECK PL 3 4x12x12 PL 1/2x3x12 i/iZ I C N. rs��` / W16x26 + I CONN. IPL. 3/8x3 1/2 , (4)GAGE x5 WS \,\ w/ (4) 7/80 BOLTS I - - - - - - - - - - - - - - - TOP CHORD OF JOIST LIE \\ SPLICE ELEV. 20 TS TO TS 1/4 \ \---CONC. S6.6 CONN. 1/4 8" CURB w/ 3/4"0 ED BELOW8" \� `W6x15 WALL PANEL HEADED STUD 012"o.c. 8" WALL PL 3/4x12x1'-4" PANEL (6) 3/4"x6 WS (8" GAGE) L8x6x1x0'-10"-� A LOCATE 8 BEYOND + LOCATE WITHIN 6' OF 8" WALL SHAFT OPENINGS - -- -- 2 o D E-.TAIL 1 6 DETAIL _ rl2DETAIL 8 D ETA I L STEEL JOIST 4 ® DETAIL _ _ �`ooh` 3/4"=1 '-0" 3/4"=1 '-0" 56.6 3/4„=1 '-0” 56.6 3/4„=1 '--0” 56.6 (' - 2 S�.6S�.6 71 OPJMN A rxPiRAripN DATE: 6-30-OS 125'--0" .� J 1L4x4x1/4 3/4" EXP. AN. 02'-O"o.c. H 2" MIN. 1'-0" VARIES 12" MA,,. '� La 3" STEEL DECK l L4x4x1/4 CONT. . b w/ 3/4"0 EXPANSION N a O W ANCHOR 024"o.c, � � ,� ♦ _ ^ SEE PLAN � 2 V 4 < Z 3" DECK `~ N 3 = � t7 �^ 3 4'-0" L4x4x1/4 CONTIN 1 ! Z H 3/4"0 EXP AN 024"o.c. JW W VARIES 41 N 2 \\ -6" PL 1/2x3x12 1/4 4 ; 3/4" EXP. ANCHOR Z Q V W � L4x4x1/4x0'-6" SPLICE ELEV 8" WALL PANELw/ 3/4"0 EXPANSION —� - ANCHOR 048"o.c. CONC. SEE 15/S6.6 WALL PANEL - T1/4 3 _ W ('_1 19 IL_DETAIL 15 DETAIL 1 1 D E -TA I L . C 6.6 3/4!'=1 '-0" S 6.6 3/4 =1 —0 S 6.6 3/4 --1 0 ` 4 LU 4 j 1 4x4x 1/4 U M Q N � M LLJ c C /16N3 = z m - - 3/16 3 LU z 0 JO � o 0 Z CD o = 1 Z CD w V o VARIES Cn U /,,--L4x4x1/4 CONT. z F-- w/ 3/4"0 EXPANSION ANCHOR 024"o.c. 3 1e 3 I- Z �� 5 3" DECK -- _ 3/16 3 5 < c..4 - LIDW Lo VARIES <1_440/40'-15" W LI.J 00 Y -PL 1/2"x6" w/ Q O U 1/2x6 WELDED STUD 012"o.c. L0 LL 1= C%4 J L4x4x 1/4 w/ (5) 5/8"0 8" WALL PANEL --' w/ 3/4"0 EXPANSION EXPANSION ANCHORS ANCHOR 048"o.c. SEE 15/S6.6 LL DETAIL 2 D ETA I L ' 18 „ `' 56.6 ---- -- 3/4"=1 —0 56.6 3/4„=1 '-0" 6 issue date: 05 August 2003 s Ojob number: ND430.00 1 TYP 4'-D" -�` 4'-9„ 3/18 3 <Q1 5/8 iC 5 3/18 4 \ revisions: 4-9' 9 -8' 4" S6.6 W8x28 T w/ JOINT AN 1 1 19'-0" 4-0 ® AND/ CLARIFICATIONS 3 '2 STEEL JOIST TO 9-16-03 ' 2 - - - - - - - -� - - - --- �- - -- - - - ]E/ 4x4 'TUBE _ _ _ . _ _ - - - - - - - - - - - - - - - __ _ .._ \ _ 1 W1 606 L4x4x1/4 CONT.� TS 4x31/4 04'-0"o.r_. W16x36 � 0 1/T48 0 3/ 16 a -- LOCATE JOINTS LOCATE IN FLUTES _�- AT 43 TUBES OF DECK -� 3/8" STIFF. PLATE / TYP. STIFF. PLATE EACH SIDE OF BEAM I ,' , 1 4 EACH SIDE OF BEAM 1 1L� \� rr '/� ,,-PL tx16x1'-4" 7 IY (2) 3/4" BOLTS ROOF FRAMING r 1PIL w2� 35TISEISMIC 1/41 �\\\ / NON-SHRINK GROUT DETAILS \ N , /r / `(4) 7/8" B BOLTS 1'-4" � , � I HOOK EA. END 115'-2" - (4) 1"0 ANCHOR BOLTS 'a W 1/2"x,3" S0. PLATE I file name: 430S605 WASHERS WITH DBL. NUTS 12855 SNV(;RAN'1'AVE: 43-53 1, I ---t - 11t'P2003-00444, I'LN1211193-00444. ` - -L 6" 6' SPIRAL x 3" PITCH F;I.('21111;_1111444 E� S6m6 (17 _ DE_TAIL 13 DETAIL _ — - --- 5 _ _ _DETAIL 1 DETAIL— REVISED X �'6.6 3/4"=1 '-0" ---- 56. 6 3/4„-1 ,-0” S6.E 3/4"=1 '--0" S6.6 3/4"=1 '--0" 90 80 70 60 50 40 30 t0 10 NOTICE IF THE PRINT OR TYPE ON ANY Illllllllilllll IIIIIIIIIIII I I�IIIIIIIIIII IIII�IllillilllljTll:�'�Il�lll I�IIIIIII IIIIIII IIIIIII VIII I IIIIIII IIIIIII I�Illll :IIII IIIIIIIII III I IIIIIIIII III III 'lull VIII I C IMAGE IS NOT AS CLEAR AS THIS NOTICE. l 11 �1 �L- - 4I. -- - I_ 1 -- I S� - L 8 I1— I �1 -I � l�l To 1 L I 1 DO J IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT Olt: lie �8a tTa 9 �z va s� � � I ei ei I LTA gT t- s�[--Zr yore IIIII�IIiI Illllllll lllilllll�l►IIIIIII IIII IIII VIII►I►I�III�llll�!��IIIIII��IIIIIa a�I�I !�IIIII�IIIIIIII�������I����I�III� ��I������Illl����i� ��������� ���I �I�II���� �iil �I�������I���I ►��T��l�►��II���� ��Ill���l�����lll�l�llll�����►11U11i�11W��lllillllllllillilllll►T�►N►�� 80 80 70 60 50 40 30 20 10 0 ' c `n 1 N M CO CTi � W CJ PLUMBING' EQUIPMENT SCHEDULE - STANDARD MECHANICAL ABBREVIATIONS MISC . VALVES & COCKS PLUMBING SYMBOLS a ITEM DESCRIPTION ELECTRICAL AF AIRFOIL ID INSIDE(DIAMETER/DIMENSION) -- -- Ga- - SIiUT-OFF VALVE - _ _� ~ � AFF ABOVE FINISHED FLOOR IE INVERT ELEVATION TB THRUST BLOCK or DET-1 DOMESTIC WATER EXPANSION TANK -- Dd- GLOBE VALVE AHP APPARATUS HOUSING PLENUM IN INCHES) _ T - CO CLEANOUT cn _- GALLONS ACCEPTANCE VOLUME - -D4- SHUT-OFF VALVE W/ TAMPER SWITCH _._ GALLONS TANK VOLUME ALT ALTERNATIVE INSUL INSULATION ---C-I WCO WALL CLEANOUT w o Al_ ALUMINUM ISOL ISOLAT(UR)(ION) - ------��--- - CHECK VALVE � Q BASED ON: AMTROL APD AIR PRESS'RE DROP KW KILOWATT -- -- -r ---0 FCO FLOOR CLEANOUT - - _ -- - - --- - BALANCING VALVE _ -------------_. - ------__. -.._------ --------- --- r— N GPRV_1 GAS PRESSURE REDUCING VAL APPROX APPROXIMATELY KWH KILOWATT HOUR CTG CLEANOUT TO GRADE N -_ CFH INPUT, .— PSIG INLET PRESSURE - ARCH ARCHITECT(URAL) L LENGTH �� - FLOW CONTROL VALVE _. .Y ._ .� FD FLOOR DRAIN o OUTLET PRESSURE TO BE COMPATIBLE WITH EQUIPMENT AUTO AUTOMATIC LAT LEAVING AIR TEMF ---- -- - SOLENOID VALVE AD AREA DRAIN J 1 BASED ON: ROCKWELL 043 BUD BAC''^RAFT DAMPER LB POUND � Pp f�"a-- -- PRESSURE REDUCING VALVE CB CATCH BASIN - BI BAC. : RD INCLINED LOB LEAVING DRY BULB 1 GWH-1 GAS WATER HEATS BLDG BUILUmG LF LINEAR FEET _______ AIR VENT (MANUAL/AUTOMATIC) -"- --'Q FS FLOOR SINK I CFH INPUT -+ AMPS BSMT BASEMENT LFT LEAVING FLUID TEMPERATURE --- --- - - ---0 RD ROOF DRAIN GALLON STORAGE 2 REMOTE TANKS V, --PH ,. RELIEF VALVE _ ( ) -- BTU BRITISH THERMAL UNIT LVG LEAVING ---- -- 0 OD OVERFLOW DRAIN GPH RECOVERY ® 100 F RISE BTUH BRITISH THERMAL UNITS PER HOUR LWB LEAVING WET BULB - -- - STRAINER E BASED i ON: LOCHINVAR DOWNSPOUT NOZZLE-- -__. _---- ---- ----- - -_�__-__- --_ --_- -_ - .--_--- ___ CFH CUBIC FEET PER HOUR LWT LEAVING WATER TEMPERATURE - - -� _�-- STRAINER W/ SLOWDOWN I LT 1-1 �REASE TRAP CFM CUBIC FEET PER MINUTE MAX MAXIMUM --- -CM TO TRENCH DRAIN CFS CUBIC FEET PER SECOND MBH THOUSAND BTU PER HOUR -" - -- DRAIN VALVE MH CLG CEILING OR COOLING MECH MECHANICAL -- - - H8 HOSE BIBS MANHOLE (INVERTS IN OUT) BASED ON: - CONC CONCRETE MFR MANUFACTURER1.E.• - - - CONN CONNECT(ION MIN MINIMUM �� WALL HYORAN� _ MV-1 MASTER MIXING VALVE CONT CONTINUE(ED (DATION) MISC MISCELLANEOUS GPM FLOW RATE, WITH PSI LOSS - CL PRESSURE GAUGE CENTERLINE MTD MOUNTED PLUMBING PIPING -_F INLET TEMPERATURE DDC DIRECT DIGITAL CONTROL NC NORMALLY CLOSED PRESSURE I _-F OUTLET TEMPERATURE DEFL DEFLECTION NIC NOT IN CONITRACT - - - /TEMPERATURE TEST PLUG W WASTE (ABOVE GRADE OR FLOOR) BASED WASTE ON: LEONARD ON DOWN No NORMALLY OPEN THERMOMETER W---- -- - --- -- (BELOW GRADE OR FLOOR) P -_-- _----_ RHWP-1 RECIRCULATING HOT WATER PUMP DP DEW POINT OAD OUTSIDE AIR DAMPER - HP DWDI DOUBLE WIDTH DOUBLE INLET OC ON CENTER DISTANCE --- -�' _-_ PW PW PUMPED WASTE (ABOVE_ GRADE OR FLOOR) GIN I . IN-LINE CENTRIFUGAL PUMP - FLOW SWITCH \ � 2 _-V, _--PH DWG DRAWING OSA OUTSIDE AIR i -"- - PW -- PW PUMPED WASTE BELOW GRADE OR FLOOR 2 sy 473 -__ GPM 0 _- FT HEADFLA I - - - --- TEMPERATUPE TRANSMITTER SO STORM DRAIN (ABOVE GRADE OR FLOOR) ) FA EXHAUST AIR PH PHASE s ,slzE) BASED ON: GRUNDFOS -- ,. --- SO --- -- ---- - EAD EXHAUST AIR DAMPER PP POLYPROPYLENE --_- - Q._ U --�- _-- � - ------ -- - -- SHOCK ARRESTOR --- -� SO -- -- SD STORM DRAIN (BELOW GRADE OP, FLOOR) "a� � P -1 REDUCED PRESSUEE-BACKFLOW_ PR ENTER EAT ENTERING AIR TEMPERATURE PSI POUNDS PER SQUARE INCH v � , -_ GPM @ ___ PSIG LOSS EDB ENTERING DRY BULB PVC POLYVINYL CHLORIDE -- ---�-- ---- VACUUM BREAKER OD 00 OVERFL "-V DRAIN (ABOVE GRADE OR FLOOR) 231 5� _ _ WFM OD OD OVERFLOW DRAIN (BELOW GRADE OR FLOOR) f FIRE BASED ON: FEBCO EFF EFFICIENCY PVS PVC COATED STEEL - }'- - WATER FLOW METER o�la�s r2 i�-a� - - - EFT ENTERING FLUID TEMPERATURE R RAD RADIUS RPeP D D DRAIN CONDENSATE INDIRECT) S.P� SUMP PUlye (RAD) -- REDUCED PRESSURE BACKFLOW PREVENTER ( / -� — HP ELEC ELECTRIC(AL) RA RETURN AIR ooc� V VENT PM 0 _- FT HEAD _-V, —PH ELEV ELEVATION RAD RETURN AIR DAMPER -----� - DETECTOR DOUBLE CHECK ASSEMBLY ----------- BASED ON: PACO ENGR ENGINEER REV REVISION - -- BACKWATER VALVE -_ - CW COLD WATER EQ EQUAL RH RELATIVE HUMIDITY - - G - ---- UNDE>RGROUNU GATE VALVE W/80if -- HW HOT WATER PLUMBING FIXTURE SCHEDULE EQUIP EQUIPMENT RPM REVOLUTIONS PER MINUTE ---- P"-- -- UNDERGROUND GATE W/POST INDICATOR '-- RHW RECIRCULATING HOT WATER ESP EXTERNAL STATIC PRESSURE SA SUPPLY AIR TW TW TEMPERED WATER ROUGH-IN SIZE - INCHES E1N8 ENTERING WET BULB SCFM STANDARD CUBIC FEET PER MINUTE --- ---- ----- OUTSIDE SCRI-YV ,� YOKE ITEM DESCRIPTION W V CW HW NOTES EWT ENTERING WATER TEMPERATURE SD SMOKE DAMPER --' HTW ---- HTW 140' HOT WATER " EX EXTRACTOR SECT SECTION ------- RHTW ------- RHTW 140' RECIRCULATING HOT WATER m WC-1 WATER CLOSET _ _ 4 2" 11h., - FLOOR MOUNTED EXH EXHAUST SENS SENSIBLEc — ------ RTW ---- - RTW RECIRCULATING TEMPERED WATER WC-2 WATER CLOSET - 4" r 11/2" - FLOOR MOUNTED, ADA _ - EXIST EXISTING SIM SIMILAR MISC . FITTINGS & SYMBOLS - TCW ICW INDUSTRIAL COLD WATER 3 U-1-- URINAL 2" 11/2" 11/4" 'HALL HUNG _ EXP EXPANSION SP STATIC PRESSURE 3 9 I U-2 URINAL _ 2" 11/2* 11/4" WALL HUNG, ADA F DEGREES FAHRENHEIT SPEC SPECIFICATION - - - DIRECTION OF FLOW - G --- G NATURAL GAS (LOW PRESSURE -`- FC FORWARD CURVED SQ SQUARE MPG MPG NATURAL GAS (MEDIUM PRESSURE) L-1 LAVATORY 2" 1112" �/2" 1/2" WALL HUNG, 20"x19", ADA Q - - ------ DIRECTION OF SLOPE - FIG FIGURE SF SQUARE FOOT(FEE 1) NAW NPW NON-POTABLE WATER S-1 SINK _ 2" 11/2" 3/4" 3/4" COUNTERTOP, 22~x19"x6l/2", ADA - --= - PIPE SLEEVE FILT FILTER SQ IN SQUARE INCH ES) ---- GV ---- GV Gay VENT S-2 SINK 2" 11/2" 3/4" 3/4" COUNTERTOP, CLASSROOM FLEX FLEXIBLE SS STAINLESS STEEL -v- -- -- REDUCER 33"x19"x61/2", ADA FPD FLUID PRESSURE DROP STL STEEL ----- - ANCHOR - ------ S-3 SINK 2"" 11/2" 3/4"--- 3/4" COUNTERTOP, DOUBLE BOWL, ELBOW--�- _--- ----- - (90') FPM FEET PER MINUTE STRUCT STRUCTUR(E)(AL) � FPS FEET PER SECOND SWP SINGLE WALT. PLENUM � 33"x19"x61/2", AOA FT FEET/FOOT SWSI SINGLE WIDTH SINGLE INLET �-� ELBOW (45') S-4 SINK 2" 11/2" 1/2" 1/2" COUNTERTOP, 22"x19"x61h" ADA FTR FINNED TUBE RADIATOR TEMP TEMPERATURE �--Y-� TEE + MS-1 MOP SINK 3• 2" 3/4" 3/4* FLOOR CORNER MOUNTED FU FIXTURE UNIT TSP TOTAI TATIC PRESSURE CROSS MS-2 MOP SINK3" 2" 3/4" 3/4" WALL HUNG FUT FUTURE TYP rPICAL DF-1 DRINKING FOUNTAIN 2" 11/2" _t/z"_ -- DUAL HEIt;HT, ADN Y� FV VELOCITY V VOLTS GA GAGE/GAUGE VD VOLUME DAMPER ---- PIPING CONNECTIONS WH-1 WALL HYDRANT - - 3/4" - BOX/FLUSH TYPE w/LOCKIN(� COVER GAL GALLON VEL VELOCITY }- - JOINT OR COUPLING POINT W VACUUM BREAKER, NON-FREEZE GALV GALVANIZED VERT V1 RTICAL - HB-1 HOSE BIBB - - 3/4" - LOCKING COVER, VACUUM BREAKER GLY GLYCOL VFD VARIABLE FREQUENCY DRIVE UNION SB 4 4 B- 3/4" 3/4-" S- r - GPH GALLONS PER HOUR VTR VENT THROUGH ROOF - (-- FLANGED CONNECTION -1 CLOTHES WASHER 2" 1/2 RECESSED, TOP SUPPLY GPM GALLONS PER MINUTE W WIDTF SIJPPLY BOX — CAP -- ---- --- -- H HEIGHT WG WATER GAUGE N WS-1 WATERSUPPLY - - 1/2" - HORIZ HORIZONTAL WPD WATER PRESSURE DROP -�-II PLUG OR BLIND FLANGE J w MCN HP HORSEPOWER W/ WITH G RISER N rn DRAIN SCHEDULE HTG HEATING W/0 WITHOUT - -- ELBOW UP W CL Q z c:) fl ELBOW DOWNCD cr. UJ ITEM DESCRIPTION RouGH-IN SIZE - INCHES NOTES PLUMBING DESIGN CRITERIA 0 re o n _ ---- TEE UP -� W Cw 0 TEE DOWN O Z v) cz" FD-1 FLOOR DRAIN_ - V FINISH AREA DOMESTIC WATER PIPING SYSTEM ---- -- -- HORIZONTAL TEE CD = o i°C -- - - BASIS OF DESIGN: 2000 OREGON STATE PLUMBING SPECIALTY CODE APPENDIX A "SIZING WATER Q FD-2 FLOOR DRAIN - - - - MECHANICAL ROOM SYSTEMS" PIPING SIZED ON 3 PSI/100 FT. DROP, NOT TO EXCEED 8 FT./SEC. VELOCITY. - FLEXIBLE CONNECTION w O CD FS-1 FLOOR SINK - - - - HALF GRATE ---�- -- -- $ALL JOINT V FS-2 FLOOR SINK - - - FULL GRATE WASTE AND VENT PIPING SYSTEM we MECHANICAL COUPLINGU-1BASIS OF DESIGN: 2000 OREGON STATE PLUMBING SPECIALTY CODE, CHAPTER 7 "SANITARY DRAINAGE". = zQ ALL WASTE PIPING SIZED AT 1/4'/FT. UNLESS OTHERWISE NOTED. � < 5 ROOF DRAINZSTORM DRAIN PIPING SYSTEMS " FIRE PROTECTION SYMBOLS 5 N Q BASIS OF DESIGN: 2000 OREGON STATE PLUMBING SPECIALTY CODE, CHAPTER 11 STORM AND I GROUNDWATER DRAINAGE" STORM DRAIN PIPING SIZED AT 1/4"/FT SLOPE UNLESS OTHERWISE -----F- - FIRE PROTECTi'JN Q INDICATED ON DRAWINGS. - ----SPR FIRE SPRINKLER W < 2 cn OP DRY PIPE SPRINKLER o NATURAL GAS SfSTEM L N BASIS OF DESIGN: 2002 OREGON STATE MECHANICAL SPECIALTY CODE, APPENDIX C, �'� WET STANDPIPE "FUEL GAS" SECTION 0402 PIPE SIZING. EQUIVALENT LENGTH OF PIPE: 1000 FT (MPG), 100 FT (G) DSP DRY STANDPIPE ..J FDC FIRE DEPARTMENT CONNECTION UU FIRE PROTECTION DESIGN CRITERIA --oa SO STANDPIPE OUTLET E- FIRE PROTECTION SPRINKLER DESIGN CRITERIA - UPRIGHT SPRINKLER HEAD LLL CLASSIFIED AS ORDINARY HAZARD GROUP 2. SYSTEM TO BE HYDRAULICALLY CALCULA-fED. PENDANT SPRINKLER HEAD (; SYSTEM TO BE WET PIPE EXCEPT FOR AREAS SUBJECT TO FREEZING WHERE DRY PIPE IS TO BE USED. w SIDEWALL SPRINKLER HEAD f 4 _ FLOW SWITCH r SSUPERVISED SHUT-OFF VALVE 6 DPV 6 issue date: 01 Aug 2003 DRY PIPE VALVE ASSEMBLY job number: 0311 revisions: 7 7 LEGENDS AND ABBREVIATIONS - PLUMBING file name: 3494P01 12855 SW GRANT AVE 44-53 HI'll 2003-00444, Pt,N1200-110444, Pon 1 E LU 2003-01444 AO 80 70 60 50 40 30 20 10 ►, I .. NOTICE, I I I �IIIIINOTICE: IF THE PRINT OR TYPE ON ANY I IlfIII III - L I 111 11 IMAGE IS NOT AS r!EAR AS THIS NOTIC *L J () 13 z05 -� t IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT (I1IIIIZIII1 ZIIII1I - 11,11 i► -- - 1�I � ATTTIt 111uN"I - 30X 1 80 80 70 60 50 40 30 20 10 G o con C'4 Cr] n C (77 ' (8) (10 (11 145) (17� 19 20 (21� (2� (25)26) (29� (30 31 a N I Y T LCI O w I tl•J 0 I ! I I I p C'14 -- - — --� GENERAL NOTES: ' � C 3"SD - - ._ , 1. REFER TO aRCHITECTURAI. DRAWINGS FOR EXACT I.E. - -3.5' — _ — — - — — -_ \ _ Z-(D 3"SD I FLOOR PENETRATIONS AND FIXTURE LOCATIONS. (800 SQ FT) - r I �' I.E. _ -3.5 �r + (800 SQ FT) G I I FOR CONTINUATION CT 3"SD UP 3"SD UP FOR CONTINUATION I i SEE CIVIL DRAWINGS I 1 Z"w UP i I I 2"W UP SEE CIVIL_ DRAWINGS 1 'I II --• - ASSROOM I CLASSRO'rM -- i j 2"W UP I I - --- --- -- -- ---- � � I - _1 I � �I Zwup -� UP T 73� G ¢ z I I wco I I L 1 z (' I II orsncon � I 1 "'�1'f FIRS 1 " EVWS 12-31-47 1 -- I AIASSRv01�t I � 7rcrj RCE i I I I ai 4S.,RROM 1 — I I 1 III 2„W IUP7 ' (� I � 2"V lJP I I I l i I W UP I 2"V UP 4" UP 1 9�a; N"NRN 1 I 4"W 2"W U -2"W JP _ ,o. N UP' ©4 SD �!; - - - 4"W UP I I.E. = 3.5 I (2910 SO FT) I I » I I ( 4" I �3°1M �j� J 4"SD UP � � ! I.E. _ -3.5' � CTI Y�- 4 SD U� I717, 4 _ —� - (291C SQ FT) JL�t — _ -_— - - - - -- - �; 9 _ - - - 1 ` Al - ---I — --- - - —- I �• J 3 - 3 ...,.I I _ 1 4 2"W _ I — TG I \` c » F CONTINUATION OR CO Nl SEE CIVIL DRAWINGS FOR CONTINUATION SEE CIVIL DRAWINGS I 3 2'wJP I 3 TSD UP o (EXPOSED) ni �1 3"SD UP 1 - —+ -- — — -- (EXPOSED) 1 I.E. _ -3.5' CTG - --- - -- — I- _� _ _ -- -- -_ �- CTG C 3"SD (185 SO FT) �� i1 �fll, ! I :I 1.E _ -3.5' I I I (185 SO FT) Z FOR CONTINUATION I 4 I,I�I - FOR CONTINUATION I i SEE CIVIL DRAWINGS — I L--L I I i`II I W r- � � --I ' 1• SEE CIVIL DRAWINGS I - z_ — - - - - - - - - II _ _— — -_ -- - — — — ----{ E a 4 _ —__ __ _-_ _— - W — v — CLASSROOM I CLASSROOM F� (..� �, II A11 1 At S III I C4 p' C1_ SV j IIS � I Ij I I.1J C'7 � I. CV Cn ' 2°W UP j I 2"W UP II III � III' � V = w - o J o � I C IASSROOM I I 41 I n1 CLASSROOMI Al 14 1 E ! F I 12»V UP i I I Q 1 I ! If -�-- — --- = w I -- I P - - ._ o L — (� ►�-- � C� 4"SD cn j I I.E. _ -3.5 — z'VI UP Z Q ! (3250 SO FT) I Y. J M ii 5 CTG -- - -� 3 - i - -I' - ,`. I, " I I 3"W UP I T 5 Q Q -_ — -_ I W P 4 W [UPI C"4 < CC -J}J 4 UP ) I �-t I II _ CD FOR CONTINUATION - --- _, _.__- - ---- - ��IFOR-CORTINUAT40N---- { < o Z cE CIVIL DRAWINGS L1J CC v3 Al 17 AlA�O? " SEE CML DRAWINGS 4”SD UP _ 2" U� �4N 2"W UP 4 SD UP I I Q o Y I� -� -- — - - 2 W UP — — -=�- - — " I I - I C 4"SD i ! 2"W UP 3 -1 I �''i,^ I I.E. _ -3.5' W N t J 3 W UP 1 I I (3250 SO FT) W OFP7ICE I i 111 ` II TO MS 040 WCO '; ; 2"W UP f 13 LASSROOM R SG N 2�V UP 4'� `�FFICE I�i RE:50URCE HEAD START I a+t. � I 1 i _ar ?, j 2"W UP ` w �F I I V I I FD 2"W U f :I -011 ---J M I I� 3 W UP �-1- I — — 2"W UP — — — 6 FOR CONTINUATION I " -I - - r- - - 6 issue date: 01 Aug 2003 3"f_Q 1. •� L UP -- '. FOR CONTINUATION SEE CIVIL DRAWINGS - aN r % 2"W UP - i -- EE CIVIL DRAWINGS number 0311 P 4 1 _ TI A revisions: .., CT-ice I I ! _J ( 2"w >� —I - 2"w . P I — — — --- M ,.. 47SD I �. jl 4 I , I 3" 4 SD U� " _ 4 " I ! C 4 SD �1.E. = -3.5' I��I 4SDUP I.E. = -3.5' _ " (3250 SQ FT) , (3250 SQ FT) UNDERGROUND PLAN PN N 1 I- '' -� 2 w uP ry UP v uP -1 SECTOR A - PLUMBING _ rAI ROOM I I I L.l 12 L _ I CLASSROOM ' 2"W UP-\l 2"W UP -- I ' i UNDERGROUND i PLAN - SECTOi� A - f-I_,AY Ro Okl (— I I I —1 �,I>��.::►AL- ► u A PLUMBING I I 1 i -4 file name: 3494P20A 1 II I i c B N 4 SECTOR A I� L I I f. I V N �� w s � �� �■� ' I. SECTOR PN SECTOR B - SEE P2.OB SECTOR 8 - SEE P2.OB N 12855 SW GRANT A�'E 45-53 I- — — --�__._ I — — I 2 KEYPLAN _-_ -- i II' — �- (( 1 - � -� �• ' - i— ti. I f_�� P2.OA 0 0 SCALE ittlf��0io;ooaa� Pt.R12003-1111444. j !�:111 F- r i� -.._ � 1 III FI,c 2 r. P200A I gp 80 70 80 �I 40 30 =0 10 d •. ._. . ... ::.........'.- .... ,IN....:a9, ka-z.v3sw ... •+a»»[. el"I!wwlnwa.ww.e,+fmltx< .... .—._•......,......—.. .. .. NOTICE: IF THE PRINT OR TYPE ON ANY 1111- 1111111 I'I III II�1'Ij III 111 1(IIIII r111f�1 t�T r 4thilt iTi`iJr r�Tfll1 I�F 111 I�Iilll I 11) 1�11�17 Ii r�T IrT 11�1�11) 11txi I ilt Ili II11111 11i III litil I 1 Z31 � IMAGE IS NOT AS CLEAR AS THIS NOTICE. _-�-�_ �_[ �_ 1 ! _ �' 1 -��1. I 111!_I � ) J�� t, 3, �0�5 IT IC DUE TO THE QUALITY 0�THE _ _ _ _ _ _ No 3B o'_wKj'" ORIGINAL DOCUMENT (�ti B��G L�L I B�L �Z ►�I S I 6 t6 I G 8t 9t L! a�t 4I bt 6t t Tt a�t I e� �e I rG 9 (4 ► S S �tuA,» III IIIIIIIIINI IIIIINIIIINIIIIIIIIIIIIIIN II IlIIIIIIIllU..111lILllllllllUlllllllll IIIUI111 l�III 111111II�IINII IIIIINiI 11111111111IIIIIIIIIIIIIIIIIIlIlI111lIl�IIIIIIII�lllJllll!llllUllllllNII11ll1lWWll�Il ll�j►Lllllllll 111�111111�11� 90 80 70 60 50 40 30 20 10 0 o cn N M n Oi C z � O C, N W N !Z a c 'm ch o V a Ln W CL Cn i I d cn o FOR CONTINUATION w Q z N SEE CIVIL DRAWINGS I jbCA I 3"SD cn N I.E. _ -3.5' LnL ' (1386 SQ FT) t -- I � � 1 I 1 V IN N N r— i CTG GENERAL NOTES: ' - -- -- --_ 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT wl FLOOR PENETRATIONS AND FIXTURE LOCATIONS. - 3"SD UP SECTOR A - SEE P2-OA SEC.-OR A - SEE P2.OA ws� I � _.. i �.■ , SECTOR 6 ,i := --------=_ _ "a-- _- _. � - �• -_ r ..� � �I � SECTOR��R _-_- - - - _ - F - -- .r - -- - Q 6"F (FROM FDC P 5F F 3 FD-1 4 4"W F' •„ " C & ..r C 6"FIRE SERVICE! SEE CIVIL ERAWINGS 4"CW UP CW FOR CONTINUATION FOR CONTINUATION i i 0 3"SD a I I SEE CIVIL DRAWINGS PRQ�' II I.E. _ -3.5' x (1180 SQ F T) T-i 61 2"V UP`` 2"W UP C 4"Sp 473 '�♦ 2 ` . I I ;- 11 , _ I.E. _ -3.5 2 � ' W'UR ` 3"� 4'SD UP I (1440 SO FT � W UDR 4 I FOR CONTINUATIONS CTG! i I I 2"V JUP' _.. NOTES: SEE CIVIL DRAWING. -•- - _ - t _ _ — '__ _..______ --- ___—_.__. _ (1 CI HUB UP 12" ABOVE GRADE. CONNECT TO NrW DOWNSPOUT. n C. FIRE TG DOWNSPOUT IN MECHANICAL. SEE DETAIL 1�P5.1. -- r - n I FOR CONTINUATION NOT 5PRES ,2-3i-a� SEE CIVIL DRAWINGS 1 4� ,-,6- 3"SD UP i I �� FCO - 3"Q _ �. — — -� FCO 300 SQ �) 0 N N 3 I - ( w0 ' _-- -- ___ - - _ - _ __. _. _ __ e -- Os_ _ _ - _ " Ii�_:,5 12'W UP I r, 4";D UP 2 W UP-� r. - ii I { f w UP I 0. .:i..` i ,n c0 FT _� 2 �---4I II I ) I FOR CONTINUATION \ _ FD-1 SEE CIVIL DRAWINGS 1 UP TO WCC' 4" i 6" ( N I I,, I ;NAIT ^ 4"W UP (i 4" I { �1 I I C 4"SD 3 u "y' 3 -�- I 06 - ra i _ F'K C PSI I I.E. - -3.5 v T,73„FD-1 I 4i;4 i _ rw UP 2. �r _ r47 `�N� ! i (2800 SQ FT) , ^ir 4"W UP 4" -2"V UP ' I - C.ir ••I� E_ ( I ;: - I I „3.' � _. � i1 -- -� ' I; , :rw UP _ .. _ Ii Imo; 4"W UP I j _ FZ - - - 2"u UP _c .,.7 � n FCO l —;--) (� 1 ._- ;-- I -IIr- 1 2 W UP 111,7 W !;IA CD I a W 775 SQ UL c*o N II I CSD UP 3910 S m 0 rn Q FT � � CTG a- � � G� f I CTG I ( ) :f .. TG t w 3 C OC v, F— w 6" I / - - - -- 3.. 3"SD - _ cc I.E. = 3.5' (715 SQ FT) CD - _.. ._... - � -: ---_ -- -- -- ;,_ _ CTG �I = w O - i CTG ATG 1 I I FOR CONTINUATION p 1— SEE CIVIL DRAWINGS = = r. 1 " 1 w x(500 SQ FT) I.c D= -3.5' C 6^W (850 SQ Fi-)I �" Z Q J I S FT O _ o — __ I (850 Q ) I.E. - 193.25 � � 1.- FOR CONTINUATION (360 FU) -- Ig 5 - CTG SEE CIVIL DRAWINGS 5 N � CD t I CTG 3 Q / (500 SQ FT) CSD FOR CONTINUATION �. z Q U, I.E. = -3.5 SEE CIVIL DRAWINGS 4 w v a o ^I (44 10 SQ FT) � � Lo W a_ op o FOR CONTINUATION C 4"SD J Lj SEE CIVIL DRAWINGS cy`\\ (2125 SQ FT)cn W i \- FOR CONTINUATICN SEE CIVIL DRAWINGS LL- 6 6 issue date: 01 Aug 2003 jcj number: 0311 revisions: UNDERGROUND PLAN - PN SECTOR B _ PLUMBING rJ P2.08 1 fig.:-�;-_o—__----_— -- -------- ----- --- - \v i UNDERGROUND 7 L PLAN - SECTOR B - A PLUMBING file name: 34902013 B q,;:o PN _ KEYPLAN 12855 tiW O:ItAV'I AVE -_- --__ -- IIIA'2003-311.14.1, 111,N12003-1111444. P200B \P2`08NOT TO SCALE F11'200.1_00444 90 80 10 60 50 40 30 20 10 9 �r •rrurr.r .n-rnnnr.r ,•„ _ .a.l - umn"ewv"w.mo -^x . ,tK+•i"•vl"ie"WaneN+wMa4'rwamrrwlMw+ns...,w..-.n^+^.xn++.^II"Mxwc*:nwM+^4 MS4UMw*,T^•'nro,H..+.-mww ...w -. r+r.+. .. ((t.. rn .n..... ..n.-nnn .. .,nn.._r -. .....-. -r•n. .n -r.n.r, v.n.rrur n . r. I..-. ... • _'—]'tom , . . ,. ��"}l�... - - .,. .... - .... NOTICE: IF THE PRINT OR TYPE ON ANN' f�llrlllll 1 IIIIIIIiii 1111­11111-111117T�t1 4 Tj1r1TTlt1-T 1)`1111111111-1f11�IIiilijl�tit 111IIIIIIIIII I IITITII111II I I�IIIIIII�I IOIIIIII�IIIjTlllI!I IIII1111�1 ��` I / I IIIII 1/, C IMAGE IS NOT AS CLEAR AS-i HIS NO,Ir E 1 _- — B� 1__ _ � ! 1L_ I -- 1 oO J IT IS DUE TO THE QUALITY OF THE _ _ _ "°'° ORIGINAL DOCUMENT18F11,1111,10, �111!11411 9T 14l1 � S �ilII1IIII 11, 11,111 lll,illllllll IIIIIIIII�III! ���� !III Illy►�IIIII�� ��ll ���I�I��IIIII►IlWlllll�►1�llllll�lll11L11W1 I llll�.►lI l��I�N►I� fes. . so so 70 0 i0 ao 60 40 30 zo $ I � e O w � o LL y n 0 ©4•SD yN I.E. _ -3.5' C 4•SD m (2640 SO FT) - ---1- -- - r -1 (2640 SO FT) e - r.Tti GENERAL NOTES: I J/ o-// FOR CONTINUATION FOR CONTINUATION SEE CML DRAWINGS 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT SEE CIVIL DRAWINGS 4 Q1 4" 1 FLOOR PENETRATIONS AND FIXTURE LOCATIONS. I I I t9 FfilVf' e' z 473 a 2 0 0 ��; s '� t3•` r� FOR CONTINUATION FOR CONTINUATION 2; �t Cl HUB UP 12" ABOVE GRADE CONNECT TO NEW DOWNSPOUT. 4'D�-e. FIRE5l0 SEE CML DRAWINGS ffi�s DOWNSPOUT NOT IN MECHANICAL. SEE DETAIL 1/P5.1. SEE CML DRAWINGS - - ©4•SD pI Itl Ks 13-,1-01 I.E. _ -3.5' I � 02 FLOOR SINK LESS TRAP. {, C 4•SD (1680 SO FT) m !I ].E. _ -3.5' 2s (3300 SO FT) :6R8 SW UP I o «t MS — - - - - - � - - T - — F � - - --- _ O _ u I I I _f .. _. i-- - I1 I _ � - �. T- —( r � r � r— 0 �i ail II I II �n� � � il II it � 4•SO UP C LE.D= 4+ UP III u n 2'Y t5 of I I , '� — 1680 SO FT) ii ' 3 .I - . FOR CONTINUATION 4"SD UP UP TO PRE RINSE SIN SEE CIVIL DRAWINGS CTG _ 3. _lip WITH GARBAGE DISPOSER i 'I 11. . .I I' L _ i Mu I I .- `Y( On &\ IIII SW UP FCO HW UP . � I '' .- a k =# k -f thVDP — I 1 SW UP TO _ I HAND SINK I - I rw LIP ,,y� CLOTHESUP TWASHER '�U � I- - SW UP TO MS-� FS S"Fll-t-I I I 1.1 W I ' 4 w rE�l 2 3'FS-11 c..) 4 __ FCO I r✓ ' M 2"V UP�I'n0� FCO_' I �- Wil, I LII _._ � Eb Eb R a9i ` S 3/4 CW & HW UP TO ISLAND SINK I _''I�r CL m O Z SW UP TO , 57 �yyy1 _ ----s.JJLTFUFtPC) . .__ Y LLJ Z O T DISPOSER t? -- at" r -\I ..,,_ I _I4 pC = v = I SW UP TO HAND SINK i L � � � �� — � I J c o I O zoo _ bit, = 1 YW UP TO 1=11, r .'J AFCO 4 - -- / "1 y z > I- rW UP -- I F IQ- 4,m-1 _r- _ _ _ 5 5 - - _ - - - -.. - --�--1 _ - _ I �I, �_ w Uj CD U 3 ._.._ ._._ ail to 2•V UP BP — = - - - — TOI Z I v Lo cc „ Lu a F LLJ I ' J SSD UP - I L~L• QssD — CV (320 SO M I -- , L.— — � --. I I 6 Taut date: 01 Aug 2003 6 CTG _..._ I jobnunbw 0311 FOR CONTINUATION Twslom; SEE CIVIL DRAWINGS GAS METER BY NW NATURAL GAS I I I I UNDERGROUND PLAN SECTOR C - PLUMBING NNATURAL GAS W NATURAL MAIN BY L , 1/8" ' 1'-0• � I GAS COMPANY .. (CTG4G , I , UNDREGROUND 7 FOR CONTINUATION ©4"SD PLAN - SECTOR C - !\ ,� PLUMBING SEE CML DRAWINGS `l/4"SD LE. _ -3.5' Jim A I.E. _ -3.5' (2200 SO FT) (2200 50 FT) FOR CONTINUATIONI fl SEE CML DRAWINGS , lt num: 34941`20C c s i KEYPLAN 12855 SW GRANT AVE 47-41 P2 . 00 nLr:003-n0aa,PLM2aBJ-00444, P2.00 NOT TO SCALE El,('2003.00444 90 80 70 60 50 30 20 10 9 NOTICE,IF THE PRINT OR TYPE ON ANY rtlf IIS IIII II i:I it I�I�I�I VIII II(�111I III I' I747117111171"'WI tll 111 I 1111 I�I TII I I IIT 111 �I I I III 111 III I I III III IIT1 I ISI I11�1 I I '1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I J� I _ I �I ► i�I T b1 I bbl I �4� I Sam 137 'loo 5 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT '11111141111111% t li Ott Bt�t /t el I 1 t l B e 6 mi uuluu uu6m mi6m miluu 11111%1 I m mul miluu iluluu imam mduu luduu�ulluu uullul uuulml uliluu Rullm m11u1i u�w uu61 uulml u�"i 30X k: IY. 10 0 90 80 70 60 50 40 30 20 0 LO M P-- CO W N n' fV O W C7 N fS N w ' M O N Ln V N H Nr _ 1 EXTERIOR WALL EMT DOWNSPOUT. i DOWNSPOUT NOT IN MECHANICAL. —\ A. t CONNECT ADJUSTABLE CLEANOUT DOWNSPOUT t HUB PIPE — IN b 473 CONNECTION TO CIVIL NO-HUB 2 STORM DRAINAGE SYSTEM--,, COUPLING (TYP.) i N.H. COMBYf. FIR Irs Iz-»-w N,H. Vo BEND SUB-SOIL DRAIN �ao_o pNNCa 0 YrN�I I na m DOWNSPOUT CONNECTION 1'5.1 SCALE. NONE 3 - 3 y m I 0 4 W 2 4 W V Cv? 4 J 4Li M t` N CL Z W _� CD C/3 v� w pC O Ln 7 Z ve) t� J_ Ur' U-1CD 1— L.) v; �, �- � za Q z 5 Q c� < 5 z w C.0 CD W Ne. Q cin C < S2 Lo o W � ~ 000 W LL U 4 6 issue date: 01 Aug 2003 6 job number: 0311 revisions: I DIAGRAMS - PLUMBING ame: 3494M6Z :1 AV 12855 SW GRANT AVE' 48-13 Nv 81'1'20113-110441. KiN1211113-011444, I ' E.1,C2003-111441 P5ml 1 90 80 70 60 50 40 20 10 8 NMI, IN --.. NOTICE IF THE PRINT OR TYPE ON ANY I _ III I II I III I I II II III IIII IIII I I I- -- 1 I III IMAGE IS NOT AS CLEAR AS THIS NOTICE, I i l I III I III II I I-II I-1 I-I I I-II II�III I II-II-I III-I I III III I —II III_I IIII��I � 3 zQ C � I No,30 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT $ t B LZ 9� 16Z s P, tf. Z, st 8F111 Lt 9t 4t 6t ET 3T IT t e 8 ' LL 9 9 I Ii I TS L I torus IIII IIII !III IIII1IIII IIII�!Iil !I►I1IIIIII!I!1I!IT: II I!!II I111llll II!!�Cl1 11,11iill Illl�llli IIII�IIII IIII IIIii� ilii i1ii1iiii Ilii 1111illi II11 1iii11ii111iii iiiiiiiillllli11ili III i1uu iiIiIiii►hili(12LI.<►t�U1�1ll1111llll1 11 ullilu iiiilKii Ali. f,ll - II 60 `l0 30 e- YM'OL SCHEDULE: ABBREVIATIONS: NOTES THIS SHEET: 70 1(I I 1 AFF ABOVE FINISH FLOOR (1 PROVIDE 1-4 INCH UNDERGROUND PVC SCHEDULE 40 6Q PROVIDE AND INSTALL 1--1 INCH CONDUIT FOR FUTURE 10 PROViDI" AND INSTALL 1--2 INCH CONDUIT FOR FOTURE o N -fl OUTDOOR POLE MOUNTED FIXTURE CONDUIT WITH RGS OFFSETS AND ELLS FOR POWER WA -ER VAULT SUMP PUMP BRANCH CIRCUITING. ROUTE EMERC,. �Y STANDBY GENERATOR FEEDER. TERMINATE o `" ATS AUTOMATIC TRANSFER SWITCH COMPANY PRIMARY CABLES. INSTALL. AND TERMINATE CONDUIT AS SHOWN, STUB UP FLUSH WITH FLOOR AT CONDUI I AF FUTURE GENERATOR LOCATION AND CAP. �; C) FL.IIC H FLOOR MOUNTED DUPLEX RECEPTACLE BOTH ENDS PER POWER COMPANY SPECIFICATIONS. FUTURE PANELBOARD LOCATION. COORDINATE WITH ('1VIL PROVIDE FLAG M�RKER TO INDICATE LOCATION FOR a EMT ELECTRIC METALLIC TUBING ENGINEER FOR EXACT LOCATION OF WATER VAULT AND FUTURE CONNECTION TO EMERGENCY STANDBY GENERATOR. -' - g FLUSH FLOOR COMBINATION COMPUTER DATA TELEPHONE OUTLET G er GROUND 0 PROVIDE 84-INCH BY 56-INCH BY 72-INCH DEEP VAULT TERMINATE COMPLETE. o O.C. ON CENTER FOR POWER COMPANY PRIMARY CABLES. INSTALL PER 11 PROVIDE AND INS-FALL 1-1 INCH CONDUIT FOR FUTURE SURFACE MOUNTED PANELBOARD AS NOTED UTILITY COMPANY SPECIFICATIONS. UTILITY VAULT 577- O7 PROVIDE AND INSTALL 2--2 INCH CGNDUITS FOR FUTURE GENERATOR BATTERY CHARGER AND JACKE F HEATER BRANCH z MUS MAIN DISTRIBUTION SWITCHBOARD LA WITH 57-T-2-332P TOP OR APPROVED. CABLE TV BRANCH CIRCUITING. ROUTE 1*0 UTILITY POLE CIRCUITING. TERMINATE CONDUI F AT FUTURE GENERATOR it TRANSFORMER PAD RGS RIGID GALVANIZED STEEL CONDUIT TERMINATE BOTH ENDS PER UTILITY COMPANY LOCATION AND CAP. PROVIDE FLAG MARKER TO INDICATE Q ry �3 PROVIDE 1-4 INCH UNDERGROUND PVC SCHEDULE 40 REQUIREMENTS. COORDINATE EXACT LOCATION AND LOCATION FOR FUTURE CONNECTION TO EMERGENCY q TELEPHONE TERMINAL_ BACKBOARD CONDUIT WITH RGS OFFSETS AND ELLS FOR POWER SERVICE REQUIREMENTS WITH UTILITY COMPANY PRIOR TO STANDBY GENERATOR EQUIPMENT. COMPANY PRIMARY CABLES. INSTALL AND TERMINATE ROUGH-IN. fir" 3 DENOTES NOTE NUMBER ENDS AT LOCATIONS SHOWN PER POWER COMPANY ---� `�' Q 1 PROVIDE AND INSTALL 1 -1 INCH CONDUIT FOR FUTURE v SPECIFICATIONS. PROVIDE FLAG MARKER TO INDICATE ® PROVIDE AND INSTALL_ 1-4 INCH CONDUIT FOR FUTURE POWER BRANCH CIRCUITING TO STORAGE FACILITY. -----G- -- GROIJNp BUS CONDUCTOR LOCATION FOR FUTURE CONNECTION TO UTILITY COMPANY TELEPHONE BRANCH CIRCUITING. ROUTE TO UTILITY COORDINATE WITH ARCHITECT FOR EXACT LOCATION PRIOR TRANSFORMER. POLE AND TERMINATE BOTH ENDS PER UTILITY COMPANY TO ROUGH-IN. ROUND CONDUIT REQUIREMENTS. COORDINATE EXACT LOCATION AND ---P--- PRIMARY UNDERGROUND ® PROVIDE AND INSTALL 8-4 I"ICH UNDERGROUND PVC SERVICE REQUIREMENTS WITH UTILITY COMPANY PRIOR TO 13 EXTEND CONDUIT TO STUB UP INTO ELECTRICAL ROOM SCHEDJI-F 40 CONDUITS WITH RGS OFFSETS AND ELLS FOR ROUGH-IN. C202 AND TERMINATE AT LOCATION OF FUTURE ---5--- SECONDARY UNDERGROUND CONDUIT POWER COMPANY SECONDARY CABLES. ROUTE CONDUITS PANELBOARD. COORDINATE EXACT LOCATION PRIOR TO ---T--- TELEPHONE UNDERGROUND CONDUIT Cif A�`t /UNCI. N �YVYI�/�E�IN FROM FUTURE MAIN DISTRIBUTION SWITCHBOARD 9O PROVIDE AND INSTALL 1-1;6 INCH CONDUIT FOR ROUGH-!N. UVIDE LOCATION, AS SHOWN, 10 FUTURE TRANSFORMER PAD AND FUTURE EMERGENCY STANDBY GENERATOR CONTROL ! FOR FLOOR PLANS ONLY — TERMINATE AND CAP. PROVIDE FLAG MARKER TO CIRCUITING. TERMINATE CONDUIT AT FUTURE GENERATOR + ---CTV-- CABL- IELEVISION UNDERGROUND CONDUIT INDICATE LOCATION FOR FUTURE CONNECTION TO UTILITY LOCATION AND CAP. PROVIDE FLAG MARKER TO INDICATE LEVEL AREA NUMBER COMPANY TRANSFORMER. LOCATION FOR FUTURE CONNECTION TO EMERGENCY 1. -_ - CONDUIT STUBBED UP E2.1A IA jJ PROV,DE AND INSTALL 1-1 INCH CONDUIT FOR FUTURE STANDBY GENERATOR. i CONDUIT STUBBED DGON ELECTRICAL-J1FIRE ALARM SYSTEM BRANCH CIRCUITING. ROUTE -SITE PLAN CONDUIT AS SHOWN STUB UP AND CAP FOR FUTURE G CONDUIT STUBBED OUT LIGHTING FLOOR PLAN INSTALLATION INTO ACCESSIBLE CEILING SPACE. COORDINATE WITH CIVIL ENGINEER FOR EXACT LOCATION CONDUIT BELOW GRADE 3-PowER FLOOR PLAN AJLT AND TERMINATE COMPLETE. OF WATER V MAIN DISTR[BUTIUN SWITCHBOARD AS NOTED \ R� 736 0 UT!LITY VAULT r LEE GJ� �! �l I PLAY GROUND CONCRETE SIDEWALK EXPIRES 12/31/2003 �.- DETAIL I N D I C A T R a I i EQUIPMENT PHASE 2 F� I ON PLAN //- DETAIL NUMBER �\ AT DETAIL +- — �I , 0' LANDSCAPE BUFFER N I SITE LIGHTS K� � DETAIL1 �� � 'Y?• m � U ,;E � w apoo fe ' � , o X Y Y I r. I -t ' 1 SINGLE FAMILY z w `� TWO SIORY DRAWING w c N WHICH DETAIL APPEARS VACANT I ^ ---------_ C,l.ASSr7C10M WING 35 �_ " I COVERED PLAY I I v ~p 1 3 DRAWING NUMBER ON WHICH ( I I 1 n �; z z" DETAIL IS REFERENCED I hI 1 FU TUR FIQF{1Y 1 i ro `� 3 0 > M (E) 8' CYCLONE FENCE/I' "i ( / STANDBY ERAtOR I O �'��ri U u zrZ rZ �. STORAGE SHED -- - - r-9 10 1 1 ' FUTURE FRA ER PAD _ 1 Z a c�'y SECTION I N D I C�A T O R 0 20' WIDE x DEEP. , ELECTRICAL ROOM 4 3 � H0 - ? I It w � TRASH / Rer'YCLASL£ -+ 1G GUMPSTERS W/ GATE ;I "• _ .. 4.J;tIr1K %"� -r 00 a ON PLAN SECTION LETTER AT SECTION i L •p k(�t -4 �`` t�"1 '1 lJll :..E I ur r.-I-._. 1.._VAULTO... - - _ w moi- ; ,\ r (E}TREE C+ �'� ` 1.0E1.0, x —./ SECTIO x E1:.o o s /I X X X ` DAY CARE MULTI--PURPOSE. ,\ `�, \\ / i ,(E) 6' CYCLONE FENCE t'L(IOR ELEVATIOW 2.02..50 � ren r DRAWING NUMBER ON I ` ' A00 ' (o) iBLt \ �/� I SINGLE FAMILY WHICH SECTION APPEARS I I � " p� C MI'I)iA F• n ``tib �/, ��\�-R''--Y I'AiiLl- r'A TLT WATER VAULT DRAWING NUMBER ON WHICH ` ` SECTION IS REFERENCED I. I 1YM T8123F B (D) EEi._ /�, Y'-�) FatEfNlrA�'ERIhV,4ULT W C q (E} E Ft.fJC)F,, FLFYAIION; 2(31,17" r 1.0 E1.0 ; F/ G -3" DOMESTIC WATER VAULT LU �R1�L `� l . V r') PATCH 70 MATCH WARNING PATCH TO MATCH -WARNING __. - ` 20 CYCLONE FENCE GATE �> ___ 1 -•" --� '�"' _ •, �' _ ' d*'-'��-- '"-'} Q -� N _ — 3 EY,ISTING GRADE IDENTIFICATION TAPE EXISTING GRADE IDENTIFICATION TAPE �� 1rtf ( f� NT AVE '-----'�-- f 1Y - '- -- � �r — �'`-(""J��{- -{ -'� ®S•iN,—GRANT AVE. CV T� ;AI //-GRADE GRADE __..._._.._ a ...._ _ ._::, ...._. _ ... y __ c -�' _ ,._ _ r (E) SS MH ' rE) rR E 27s --I- 539'53'50 6.56' O Y 00 O A ° � n \ � ., lE) GU1T'cF -- � Q z N•39'53 54 E — 1 s' SANITARY , �' ; ` • ' N'.wxR"' co -T 1 116.66 l 9K 436, PG 623 I ) 1 1 r4� r s6r(C)TREES ___. _ [r J SEWER EASEMENT' �1 {{ I \ /��' DRIVE (� L LJ Auu EASEMENT DRAIN �i 1 I i 1 Sia11S (E) PP 1781 J W C� + 3 ) HEDGE (E)TREE 277 t) F- BACKFItL J, �-- . . 6' cY4%ONE FENCE `. O''� . o Z t_) L 3' WOGO-" O Q M f �.� _ Q BACKFILL PF tleti:31 f I � ",!^-^� \ / wj a GATE T E E 3 ,/ E 6' WOOD-' i OLJ .. /J r` i J LrpNCRE� NCE t LL I A WATER PIPE �' -= 1 T ) I -W 910)NCWA CR I{ 1 t SINGLE FAMILY O n TMC i 1 � !! h ; A � Cn t-CONCRETE 510EWAL)i `y 1 � Q • - `-s' CYCLONE FENCE .. _ i �',% '+ 1.0 E1.0 , oc _ C Q ? � ,, E 5• CYCLONE- y 6" 6 MINIMUM COVER OF SAND o �? ' ��. -^* �"�-+IALK �,_ -- - HC rCE _ -� Q ,- MINIMUM COVER OF SAND — I _ _ _ _-. -,- - E LAND, - _._ ..____ _ 1 - OR STONE FREE EARTH. CO _ OR STONE FREE EARTH. I , i r K (E) SS MH N r, - SEE SITE PLAN FOR u, ~`-.. '� K ) EXISTING Ileesess w FLID - CONDUIT TYPE AND SIZE. -'--_I � 1'' I i wA , PARKING `� CD p DIRT „��/ L - 28 STALLS W Q _—. -- GONG __ F DRIVEWAY ��'t. r .—.__T"-�'` --...._. f 1} p. SOFT BEDDING OF SAND SOFT BEDDING OF SAND _ . _ .,. t r t- _-._ - ��� Q OR STONE FREE EARTH i _ c o O OR STONE FREE EARTH M I (� i ( EX)1111Vf3 ,.(E - - ,�, C'0 Ln i i I 1`1 Q r<' MULTI FAMILY (� a- f” CO SEE SITE PLAN FOR 3„ /^ti •- CONDUIT TYPE AND SIZE. (E) F, Ir!' il± _._ r.0 LU SEE SITE PLAN FOR r t T _ II - 16" MIN. CONDUIT TYPE AND SIZE. I . DING 12' MIN. RRI�v[WA RT LIJi I i� r) &-REG UTAND— } �, - -- !� U�r, r Ell 1L `TQ REMA N PRIMARY FEEDER TRENCH COMMUNICATION TRENCH a ! , �. (E1 +1, r,lISA I ,it1��1) ;l; SEPARATE SERVICE h ; TO•TSE PROVIDED: - J ' i BASE BALL FIELD ! I /" `p I'tj i1 ;:r' ;1�t l '` 1,; A Q �I SECTION A SECTION B SCALE: NONE ; .�'"' BASF. BALL FIELD i ,`+i+ ! I ,},rs",`";" I1`` L•,I i1,1`.•, } -- 1.0 E1.0 SC„Lt: ,SONE / „ ,•1 t: .I, „i I.0 E1.0 G..� � I fi 6" WIDE WARNING IDENTIFICATION 0 DWYEIMA I I Q �,..._._._ _...._- .. J 1 E __` !E) HEDGE �, - (� issue date: 01 Aug 2003 TAPE 0 12" BELOW GRADE. - - I I I , \ I ! 'L.. E) E TREE E Cd C.E TREE CONC, r T , r EXISTING SCHOOL , U--� NC• job number 0J; 1 PATCH T M UTILITY POLE m I - TO REMAIN UNTIL rr' EXISTING GRADE �U1I I t`_/ ` JUNE 2004. I - CAS DIRT METER revisions: - -_ ORIVEWA�f f MULTI-FAMILY 1 PATCH TO MATCH WARNIN,, �• EXISTING GRADE IDENTIFICATION TAPE -' `'-' `. % r ( 6' CYCLONE i GRADE �_- ( "-Y.` Cp 1� IR- !I'I LOWER" L._. k-_ - _ r *(E) TREE 260 - NATIVE BACKFILL �-• 1)-----,.._._O__„•_� I tO III // I GAS VALVE - 0�- a' 1 ' C�FENCE E TREE 262 M I _ 6" MINIMUM COVER OF SAND S45'00'30"W- —0"`='=11---• �w� rACY i1M( ) m PROPERTY LINE n (E) SEE z61 - • � ,•� ---- _• ____- OR STONE FREE EARTH. 10.04 -_ rL•�-••--.-., � BACKFILL_ � I III --III.;- - u-- --- I SIGNAL CONDUIT. tO' EASEMENT FOR ---•• i I ! -�— (E) ELECTRICAL FEED 0 12" MIF3. I L.... .• -- I SUMP PUMP FEEDER. ROAD, STREET AND LITItITY - OVERHEAD LINE - - - 0 ._ n LE)M 284 z. _.._. S45'00 30"Wo _ 9K 855, PG 851 J WOOD UTILITY POL (E) 6' CYCLONE FENCE _ - -2 _- o _ --_ N 6" MINIMUM COVER OF SAND -.--_--10' WAT)R I -'-- -- - 0 OR SrnNE PROVIDE CARLON SPACERS �I - . 333,9 FREE EARTH. __- UNDERGROUND r�E� Iw7(1113 / Jam_ I NT - A- - SEE SITE PLAN FOR 3' SOFT BEDDING OF SANG ,,, PROPE 2WIM� 652 '1�GIA 10-1VAI.,:ATIN I� ELECTRICAL SITE PLAN CONDUIT TYPE AND SIZE. OR STONE FREE EARTH ,� + SCkKX)I..C+'!t tFICT ` ` I COMMERCIAL l' A(.'W1"I?$'T"A.-noN a PRIMARY FEEDER p SUET BEDDING OF SAND �.AL.C�it� I COMMERCIAL OR STONE FREE EARTH r �:u; :.,,.....:.. 12" MIN. f 26'MIN. file Warne: ti,3ulE t ll a n1„ I H ? 0. EXIS1lNG OVpHEAA - 12855 S11' GR:1N7' AVE 49-53 BRANCH CIRCUIT TRENCH UTILITY TRENCH ,` THREE PHASE SERVICE ' !3l 112003-00444. t t.�lion3-nodaa. FOR EXISTING SCHOOL, NORTH i?1.('21111i-11111it a�{��'^ EXISTING PARKING A4 SECTION_ c SECTION c� �� UNDER ELECTRICAL SITE PLAN SCALF: NONE 1A Ei.O SCALE: NONE 1.0 11.0 it f p/1 ---- --- - _- - -J 1 i,�44;,,.1, �r�i^•,,...�-. ., j `' f O _ U\J This document is a caDY of the a1pM,,i document. El The or nal document in Y 0 SCALE IN FEET '9' an me at: CUNOIFT ENGINEERING INC. so �u to co 5o ao 30 ,�, If, — --__---_ f, NOTICE: IF THE PRINT OR TYPE ON ANY III III III I j I III 11 1 III I I i l I III I I! I I !I I III IIT I f l I I I l l l III 111 I III I I I I I I l l l III III III I I III I I I I I 1 I I I I III I 11 I'I III l l l I I I I I I I I III III I I. l l l III I L I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I —.I � I I I I_ �!1_ I I j I I 16� I�f I--I I I I I J_ , I I �b I I 1 I �__� �(( /i L 31 a00 IT IS DUE TO THE QUALITY OF THE _ _ _ Na ae p Vis- ORIGINAL DOCUMENT 1111 �es "1, ���� � - IIIIII1IIII1IIIIIIIII1IIII�1111II1IIII��II11111EI,II IIII�IIILIIIIIIIII�IIII IIII�IIII III IIII�,,,llllli ijjj�jj�jji�jjji����j jljilllj�1llli i�ij1jljiIilj����jiF111111711111ill�lllllljl1ljlj iijl�ljjllllllillil�11�11�1 il1�IL1ll1u11ll111111llll1LL1111�1I1a11L�LT,ill-174,11 R 90 60 70 60 50 40 30 20 In 0 w � M r-, (M c � z NOTES THIS SHEET: LwN I. SINGLL FAMILY Q PROVIDE 1--1-INCH PVC SCHEDULE 40 CONDUIT WITH RGS z L OFFSETS AND ELLS FOR FUTURE PARKING LOT LIGHTING 3 - __ FIXTURE CONDUCTCRS. TERMINATE AT LOCATIONS SHOWN " 1 - - AND CAP BOTH ENDS. cn a -•- _____ . . `''�, '`� � i�? '� PROVIDE 18-[NCH X 18-INCH X 26-INCH DEEP HANDHOLE. w o SYNERTECH 51118E326AA OR APPROVED. c O PROVIDE 2-1 INCH UNDERGROUND PVC SCHEDULE 40 � N f I / '�, A 4-- — --- -- — ---- -•- - CONDUIT WITH BULL CORD, RGS OFFSETS AND ELLS FOR �C � q i f • �� `, // �n i , P,ARKING LOT LIGHTING. STUB UP FLUSH WITH FLOOR IN ---I Q "' �' dl";'!' t, '°xuc1qu1>>;!l". -- ```•\ �`% ,y'" `'` �` ELECTRICAL ROOM AND -TERMINATE AND CAP OTHER END IN C.0003 C14 _D4- HANDHOLE. 1 I EXTEND EXISTING CONDUIT AND TERMINATE AT LOCATIONS - � SHOWN AND CAP BOTH ENDS. . _ I PLAY GROUND CONCRETE SIDEWALK ' I EQ10PMENT PH--IASF 2 I 07 c-, I rn TYPE C - - 1- -- - - 10' LANDSCAPE BUFFER 1� SITE LIGE-ITS TYP. PRo Z 736 +1� SINGLE FAMILY W ('JOrJY F LEE GV r r I� —• 1 �`� EXPIRES: 12/31/2003 CLAS )ROOM N117 --- _ --- COVERED PLAY ' ca - -� �; _ - cam+ +I`-i'e - u _ - - w _ �zco COVERED PLAY 1 0 �_. s I Cp Lp iii c9 �� ry 3 � I L.,C)OR ELr VA1FI() -. 2"1 00 ..„){,.f I / _ — — — I , I Z Z , 1 I 0 00g3 -- U z I. FIC ` I cc a Ln 1 _ I__LVA' O� z a — — 1 _—• 'jf �/,'I/L,c. 1 6” WIDE WARNING w l .J + , —• t1 PIT lO �_i( ' ��` -Ii .Y .1� H,r, i , r r_ _.... _ _ _—. _..._... ...-.... IDENTIFICATION TAPE PATCH TO MATCH , y i EXISTING GRADE GRADE 1 N. 13 13 I --� l �� 1 _ BACKFILL WLrI--NIRPOSL t - c7c7 lr �;. i ii j , A,,(E) 6 CYCLONE FENCE Z _ _ � W FI. GOR EI..L_VAT11'tN. C?:?.`�O tt �,�.-'' _z a j F-. c� ALr'lA �I �J ten. (D) TRFF �,If�1C,! FA�t,���. Y W A l ( 1 Yl U Y I , I � C`J _ II r � I.�..i M r� x // i ;0 ,I + )I N G t. E._ FAMILY I-_Y STONE FREE EARTH `N Cn G-, . ._ .•. ` \ 'Ire , UJ CD _._ .__. E 6 CYCLONE FENCE _ cry z ' � —ELECTRICAL GRADE SCHEDULE � � H--• LU / (D) REE _ + ' /' ` 40 GRAY PVC CONDUIT. � cE � + / \ I '/ J o ry _..•= -,, � I Q z �--I o FVTI0 %\ IF)`) CQFL0BEDDING � LO(E) TREE: 78 OR �TONFREEARTHv" w SOFT MIN.(E) TREE U _= GRAVEL ! R E N CH DETAIL DRIVE z Q ,�_,__2_U —Y_Ci_0NE_ F -NCE GATE / •` w"- - crQ_ _ _ _. . SCALE: NOIlsssssss l— S' . WGRANT A� — C �" B U �- S ,.- c M HLU o u' LU LD CE 2, 6 ,1 S3953 6.5 J 00 Q_T � (E)_ _IRE — Cl- LU E) C.CONW5 SANITARY I IDRIVE` SEWER EASEMENT A — ,' , BK 4 36, PG 623 \ I 1 I I j ------ 1 E1.1 E1,1 (E) TREES ADD 5 STORM DRAIN f �\ / I F— EASEME:NT � y• I � 4 yLL -6 CYC;LONL 1=ENCS I >�% i �. ,� ",� :--; '' E) HEDGE , (E) TREE 2?7 W/ 4' CATE1 I [ \ i =-;= __ T �::" J WOOF) +} ,,%'� �� ' lI - �� � �' � ''• , ` -- -----•�-�� �'Z;FENCE -'' (E) 6 WOOD' 6 N I I 1 - E /� �� /' -�f' FENCE 1, 6 issue date: 01 Aug 2003 PROVIDE 12 AWG COOPER ; .: MARKER CABLE AND ATTACH r ( / CONCKE E !� �' TO END OF CONDUIT. COIL I I \ — 9 MARKER CABLE 24" ABOVE r f SIDEWAL E H - E SINGLE F AM I L�' lob number: 0311 M F H ' I - - _== .� \ i � ) EDGE I FINISH GRADE. �y � 1 � -! _. ;� \ 1� (TYPICAL ALL CONDUIT ENDS) \ .:.I� •_ ==- �y PLANTING ;� I revisions: �-- _ '�.•-.__ � STRIP (E) rJ' CYCLON ' , : 1 _ _ I., ..: -==-'.T,_- ., .. • _ ��� = ---' _' E: +� HC FENCE (E) SS MH I I 1AC RAMP + (E) LAND EXISTING + I I ► 1 1 -,---PARKING --._-^•-- �.3► CON PARKING AREA28 + r I .�_.. -•---�---- 4_.._/ j :. j111 . , N,.1 ,111E 1, a� - (E) LAN ._.-.---+---•_~ + . b UNDERGROUND (�` __. ` , y 1 . - =- ELECTRICAL PLAN r r 1 IMULTI FAMILrl .� . " 1 ._I � filo name: 0.307..1.1.0WIG NORTH 121155 S%%'(;RAW A%-E 511-53 11111211103-1110444, P111-IN112003-00444, PARKING AREA UNDERGROUND ELECTRICAL PLANFIA'2UU3-00444 0-� 0 0 40 COP SCALE IN FEET this documeo,: In a copy of the orlglnal document. The original document IN on Poo at: 30 20 90 80 111 {ill '10 411 r� CUNDIFF ENGINEERING INC. NOTICE IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, II I 1 1 I I I1 1 --I—I 1 III j -1 III—JIL1—I--I —j —II_j I j I I I III IIIII III L I 2LI I, '+ TS / z 0 5 - -i- : --- —J 6 OI --_IT IS DUE TO THE QUALITY OF THE .1111II;I No 9e 9-7::r ORIGINAL DOCUMENTIof � 1011 L1 VIII 1111 IIII Illl�llli Illl�lllllllll IIII IIII IU lll�lllllllll�llll 11111111t,111111 111 IIII II1111111!, III�IIII 111111IIF1I1I1I1t11111!111 IIII4IIII I1l111-11 II!I�IIII III!�llll II11�11111U11�llll 11111111 Ill 1111111 1111111 1111 1 Il llI1111L11111)N11� 90 80 70 60 SO 40 30 70 1 U 0 - C1! C7 t r•� m 4 0-, v �. .. ►' "� ` •I � ,t NOTES THIS SHEET: 1 UCN 3 ' O1 PROVIDE AND INSTALL ROUGH--IN DEVICE BOX FOR FUTURE FLUSH FLOOR RECEPTACLE. COORDINATE LOCATION PRIOR a 0 ROUGH-IN. - { o { ;r ., - O2 PROVIDE AND INSTALL _(N( H CONDUIT FOR FUTURE z h I BRANCH CIRCUITING. ROUTE CONDUIT AS SHOWN AND i ) I cD STUB UP TO ACCESSIBLE CEILING SPACE. a I ! O3 PROVIDE AND INSTALL ONE (1) 1-INCH CONDUIT FOR { FUTURE INSTALLATIONS. ROUTE CONDUIT AS SHOWN, m { STUB UP INTO ACCESSIBLE CEILING SPACE AND CAP. TERMINATE CONDUIT 2 FEET BEYOND EXTERIOR WALL OF 1 t) BUILDING AND CAP. 1 } ! l�C SSROOM ,t CLAS-ROOM �4 PROVIDE AND INSTALL TWO (2) 1-INCH CONDUITS AND AM ONE (1) 2-INCH CONDUIT FOR FUTURE INSTALLATIONS. ROUTE CuNDUIT AS SHOWN, STUB JP INTO ACCESSIBLE CEILING SPACE AND CAP. TERMINATE CONDUIT 2 FEET BEYOND EXTERIOR WALL OF BUILDING AND CAP. 3 .f ... ..-......�.................... _.- _. _..... - - -_.... .. ___ ._.._..-._.._ -. ......... .. _"___ .._..... ...... J _ f I 2 - ! RESOURCE f ( •A'i 2f I CLASSROOM _---- -- -•_-- CLASSROOM 2 7 1 1 1 9.?.�i7 \c•J G l Npp�rE' 736 I{ ' i rt�"., . I �•\� fi_ •'/�\` I EXPIRES: 12/31/2003 T � - R _. ,_. firx. t. 'Jr 1 _. f I v STAIR 3 .__.�/.� � � /..\ ��I�.:o.._...__._.._��.1 `,L _.! `"•[AIR 2 I r , l r' I 1 rl I it Q ( I,. Itt , tlil I "'j� - iirtilii i co f r1 � i w It.I i I w N I w HALL (D 5 c4z I � 3 _ ._... ... _ _ E. -- __ ... .. ...,.....as"�t'�.:-'�c-.Y_..,..:,..w"".''-tY- ._..,�-r.- - — —._ _ ...._ ....._... ....._.:..c_. '...:a......---�.....r_.....� -. - cc w ''1 .... __.... ... _. _. ..... _ __._. ._. ...._ _ _ _. I r _- - _ o i ' x I cr LLo t _ ✓eft 'oma z U CCC.)��a s I t Lt Ln Q z Z d W T� • i i I, {{� -'4-..= -max.,rr��� , OQ CLASSROOM SLA.'SROONI Ilk • I • -. lie— Q �� • • I II . n , IA • •• I ii CLASSROOM .;' 4 ,I K CLASSROOM �f�-t Al ne l 4 uJ u fi/ rl ' r../) c,r7 II CL -7 N FRONT • /l.6' .. • • •• • BACK �J t LJ M I� `t a N LU cD co •• • Q X�`` { SWITCHBOARD '�' ","�•'I { .'�'.- $ t 1�'II CC O c_/ J SWITCHBOARD CONCRETE PAD. RESOURCE � �I RESOURCE A O d • CD 7) CD �-- J�J � 20J1'I _ 1 II SECONDARY FEEDER I ; I C, Cn CONDUITS. I I Q ! 5 ICE 1: f 5 QQ z A SASS RO/JM I ®CE I HEAD START I-' w LD HALL a1 3 1 p F ;;1`1 I— W Y cr iij I ( Ilii S C, Q O SWITCHBOARD DETAIL Ij I C n �(�` I I., Lu a ~ CON DETAIL SCALE: h"=1'-0" E3.00 E3.OA t R 1 1_ C� I N I ,I 1 •4 —• d / � •u�#w�r.'i:�I i�,,,,#uuu,•._....1 = `__I i. I I 1 6" WIDE WARNING IDENTIFICATION I- PATCH TO MATCH TAPE A 12" BELOW GRADE. `�� �, r` il'i { EXISTING GRADE GRADE ; _...__ __..._. ' -,. -"" -�. _ _ _.�__ __ ± h Issue date. O1 Aug03 .... _..._...._.......... .... uy _._. ' :l lob number: 0311 CLASSROOM �� { CLASSROOM LT z revisions: , � I i 1 I II I I� ii� t -_� `NATIVE BACKFILL I Irl Ji I r j I CLASSROOM SPECIAL ED MINIMUM COVER OF SAND i iii I ! II , 1 1 , -, I I I-•- � �� OR STONE FREE EARTH. II t .,.� , z ,,-PROVIDE CARLON SPACERS - - ' 0 10'-J" O.C. ',ARL.ON I 1 1 t No.S288NFN BASE, No.S289NFN ! INTERMEDIATE FOR 4" CONDUIT. UNDERGROUND AND No.28612 BEADED STRAP. + i > , ELECTRICAL PLAN - (� SOFT BEDDING OF SAND f I !!� fl ; J...�.�._..: :, _ SECTOR A OR STONE FREE EARrH. II SIC A �(; ' 1a t, L', SECTOR A tl� wmN "!1 v FNPVF, 1pl. �N "Mm" to"I N, N.'•}.,' IEEE � A1111 � -i/!S .., � � •�` u.x.a v.ra. •••u a ... .. - ' . I .. ••.._•..-: n xwx ncs,:�, nu•..cc•-....•••• Iraq wfarm nAl LA~ LLLI AL1 �� AL1 •TILL LAI IMLIIL �� As Q•I•el ii. L,Ls i1FxYc 3" MIN SECTOR 8 Iii i I + I / SECTOR 8 � WA I:F; file name: 0302E3 0�h�t't'G (TYP.) 30" III I ( � _......�..,.._ UP OFFICE j " ,C, ,B, i -- SECONDARY FEEDER TRENCH NORTH SECTION A UNDERGROUND ELECTRICAL PLAN � SECTOR A , et-AN _.GALE 1 1 o E3.00 E3.0A 128.i s%% 'I' '�? 51-5 0 1 F� 111'1/21111,3-110444, PI 31211113 01!444, - -___� - Thb docom;e,l Is a copy E30A SCALE IN FEET 1:1"('211113-1111��� The halglnol d01:1"enln• ■ — m.0t' 4; N(I lU 6(1 a) III .)(1 CUNDIFF ENCINERING 14C 20 10 H Owl NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE ISNOT ASCLEARASTHIS NOTICE, 1 G II Ili ili i I ISI III I!tll!r III I!i i!I!IIi i!I Ili III Ili III ill in t I ill {I ili i{i ill Eli ili i i i{i i!i I{i ili ili ili {t{i{i ili ili I!i i � � 3 �iI 3 4 5 6 7 8 Al . I _10� - I 11 12J � t 1� z0 5 IT IS DUE TO THE QUALITY OF THE No 9• a•`.fA::." ::x.91 ORIGINAL DOCUMENT II{{IlllIIIII II1111111 I!II��IIIIIIIII IIII!llillllllllillil!!!I!!I�lIIII!IIIIlIII IIIIIIII�1111111111lI11CII11111111!I!IIIIIII!I III!!ILIIh����!I!l��ll��!II���II!�!�!I�I!!�I!!��I�I��I�I�I!I llllllll��lll�l�!��I�!�����1�!I!IlWulll�!lll�ll�ll[lllllilll � �s 111�1!��IIIJN�� t I 90 80 70 60 50 40 ao ?u 1u 0 ;I m ` SEE E1.0 FOR ' T CONTINUATION. IV®`���S THIS SHEET: L3 N 0 I I (�'`,KI Y COMPANY SECONDARY o � � � I 1 �Ap I . O1 ROI, I _ CONDUITS FOR UTILIT z I�,:.I w c !'I� I CAjL.ES AS SHOWN. INSTALL_ AND TERMINATE BGTH ENDS �' I PER POWER COMPANY SPECIFICATIONS. Ji 1 O PROVIDE GROUND BUS 250 KCMIL, CLASS `A' STRANDED W M 18 BARE, ANNEALED COPPER CONDUCTOR. ROME OR z - 19 + APPROVED. MAKE CONNECTIONS WI TH CLEAN, BAR METAL Q i ! AT POIN i S OF CONTACT. COAT AND SEAL CONNECTIONS - nn I I HAVING DI`IS[MILAR METALS WITH INERT MATERIAL TO T" 15 PREVENT F ENETRATION OF MOISTURE TO CONTACT m N, _ u�sauarivas C o 16 �� �-- - ��:- _.•._ .. SURFACES. MAKE CONNE,;TIONS WITHOUT EXPOSING STEEL _ db �.- . OR DAMAGING COPPER C,IATING. USE HYDRAULIC Cly 1 �. - ---- =�.-- .��-� COMPRESSION TOOLS TO PROVIDE CORRECT CIRCUMFERENTIAL PRESSURE FOR COMPRESSION CONNECTORS. USE TOOLS AND DIES RECOMMENDED BY CONNECTORS MANUFACTURER. PROVIDE EMBOSSING DIE CODE OR OTHER APPROVED METHOD TO MAKE A VISIBLE �\ INDICATION THAT A CONNECTOR HAS BEEN ADEQUATELY ` N. � ~ '• COMPRESSED O MUSIC �EcraaA ROUTE GROUNDING SYSTEM CONDUIT TO FUTURE MAIN t SEE E3.00 FOR B12J ,�f +i k>� tater rlrrr wlarl ww. wwa tib lew�, ewtul eew uwwr r,a+a• rw.,t .u1Wi: uIr11P G4teY iia. alu:w A Itanl w m M� t tote �¢It �n wn:: , ;t ter- ■tam �tti , 4 r '� """' ! DISTRIBUTION T[O:J SWITCHBOARD LOCATION. SEE TYPICAL CONTINUATION. -' �� <")`I1(: WATER SECTOR 8 GROUND SPLICE VAULT DETAIL. � -- — — '' _-�' 3.08E3.0 3.08[3.0 �4 ROUTE CONDUIT FOR FUTURE WATER VAULT SUMP PUMP _ ; BRANCH CIRCUITING. STUB UP FLUSH WITH FLOOR AT T�aT--- - _ f-- —_ --__-- SEE E1.0 FOR FUTURE PANELBOARD LOCATION AS SHOWN. -- _ CONTINUATION. -''- '- --='I--- O5 ROUTE CONDUIT FOR FUTURE FIRE ALARM SYSTEM BRANCH 1.1 � A ELEVATOR i1 fr-I -� �� 2 --O CIRCUITING AND STUB UP FLUSH WITH FLOOR FOR FUTURE �+ I 1 i:_ 1 �-�- -G-•-.. EXTENSION TO ACCESSIBLE CEILING SPACE. � � ,fes A ���FD FROf -- __ 09[3. Zr 3 o- _�J 5 C,IN - I ' 171.E �L` I I 3. 0.0 © PROVIDE AND INSTALL 2-2h INCH UNDERGROUND PVC � q1�} 11 - 1 I 1 I t T'17L s_ _'-- --_� .�—._ 1 \ `�0-- 4 � 4eae�n+c: - ^���rr,nlrM�e..���+n,�..r-•+n.+ (+411; SCHEDULE 40 CONDUITS WITH RGS OFFSETS .AND ELLS FOR j 36 , I ; r NEL '4BO3' LOCATED IN ELECTRICAL ROOM T, •;a;� ��. ►,�T ,r:��: .�� -- PANEL L D E L E C [ C202. •-�---- -- . f r f H IAL� ! T! - 3 U7 PROVIDE AND INSTALL 2-1;6 INCH CONDUITS FOR ` �� FUTURE BRANCH CIRCUITING. ROUTE CONDUIT AS SHOWN F,S LEE Gil 3.oeE3 3.oeE3. AND STUB UP INTO ACCESSIBLE CEILING SPACE. �xNlRt:s 12/31/2oas i l � T 8 PROVIDE AND INSTALL 1-1 INCH CONDUIT FOR FUTURE I i , O I- �ti'-".��_• __ __ __ ._ - -- -- SHOWN AND . _ .. . .._. ..."\ 14 BRANCH CIRCUITING ROUTE CONDUIT AS ' STUB UP TO ACCESSIBLE CEILING SPACE. 6 ' I Lmm J. I O9 UNDERFLOOR RACEWAY SYSTEM. PROVIDE AND INSTALL 1 -RRuJ 00W 1j 1 I �� [ 3h INCH DUCT ANO 1-8 INCH UNDERFI_GOR DUCT BOTH �'.�. ' ���\ 13 2 ` I L—:3 p- -- --o b ED TO A SINGLE HANDHOLE STYLE JUNCTION BOX z � 8 CONNECT !z (TING WITH INTERVAL SEPARATOR TO ISOLATE 120-VOLT SYSTEM rn r I �\ 3 FROM COMMUNICATIONS CCNDUCTORS. PROVIDE AND z �^ 1 3.0 E3. _ _--- . wt ? 4 WORK ROOM �\ f WORK ROOM 3. E . INSTALL FEMALE ADAPTERS TO TRANSITION TO CONDUIT. C)o M ! L Cil HALL Ir_I IM cn & x HALL ,,.._ f, 1 _ �I r 3 } 1 OFFICr"_ i�� D STUB OF 3 o zoo[ 3.. ..� '; _,,,,o O FLUSH CO v o 6 MEDIA CC:NTF.R - ` WITH I HD FLOOR RINTO FUTURE MDF ROOM.N >o 10 ROUTE -[. -, -,• 11 ROUTE CONDUIT FOR FUTURE TELEPHONE BRANCH FLOOR � �`2' � T l P FLUSH T — _�.. --..__..:. CIRCUITING AS SHOWN AND STUB J LUS WITH cr a � - ,'.. Mr I INTO FUTURE MDF ROOM. act z 3 ( 1 \ 1� PROVIDE AND INSTALL ROUGH-IN DEVICE BOX FOR FUTURE a RECEPTION 94 3.o8E3. C1 1 i et 1 �,- FLUSH FLOOR RECEPTACLE. COORDINATE LOCATION PRIOR '-)TAFF RQr M1,a \ TO ROUGH-IN. PROVIDE AND INSTALL ROUGH-IN DEVICE BOX FOR FUTURE PRINCIPAL FLUSH FLOOR DATA/TELEPHONE RECEPTACLE, COORDINATE LOCATION PRIOR TO ROUGH-IN. g I I 7 I 14 14 PROVIDE AND INSTALL 1-1h INCH CONDUIT FOR ~ iE �,`SDI 8Q-4 8 \` FUTURE BRANCH CIRCUITING. ROUTE CONDUIT AS SHOWN W II AND STUB UP TO ACCESSIBLE CEILING SPACE. 4 L - -- - - _ -- ]_I d/ 15 PROVIDE AND INSTALL 2-1 INCH CONDUITS AND ONE (1) 4 W -I I 2-[NCH CONDUIT FOR FUTURE INSTALLATIONS. ROUTE [ [ [ CONDUIT AS SHOWN, STUB UP INTO ACCESSIBLE CEILING V �� I I 7 I SPACE AND CAP. TERMINATE CONDUIT AT LANDSCAPE < ci N 1 AREA AND CAP. _� � N r- t I I 3.08 E3.0 In I I 16 PROVIDE AND INSTALL 1-1 INCH CONDUIT FOR FUTURE + d CD 0 ( [ d INSTALLATIONS. ROUTE CONDUIT AS SHOWN, STUB UP Q z CD [ INTO ACCESSIBLE CEILING SPACE AND CAP. TERMINATE ~ '-'-' I AT LANDSCAPE AREA AND CAP. ,J o EE C) &44-0 o z © ROUTE CONDUIT FOR FUTURE EMERGENCY STANDBY O � GENERATOR CONTROL C[RCUITING AND STUB UP FLUSH �r WITH FLOOR AT FUTURE ATS LOCATION AS SHOWN. � p V CD 1® ROUTE CONDUIT FOR FUTURE EMERGENCY STANDBY =� _ GENERATOR FEEDER AND STUB UP FLUSH WITH FLOOR AT c� ccia FUTURE ATS LOCATION AS SHOWN. _ �- � z Q CONDUIT FOR FUTURE G Q Q 19 ROUTE C GENERATOR BATTERY CHARGER Q ~ ~ ~ 5 AND JACKET HEATER BRANCH CIRCUITING AND STUB UP 5 FLUSH WITH FLOOR AT FUTURE PANELBOARD LOCATION AS I"— NORTH SHOWN. Q W � fr co UNDERGROUND ELECTRICAL PLAN o SECTOR B � a LD o W IZ �— °N° J o �' 116' W SCALE IN FEET Is RECESSED PLUG SEAL CONDUIT CONCRETE TIGHT. � PROVIDE STAKE U CHASERS TO MARK CONGUIT STUB-UPS. 1HREADED COUPLING FINISH FLOOR TO BE FLUSH WITH PROVIDE 13 r 23r/4' x 18" DEEP UNDERGROUND SPLICE BOX WITH TOP OF SLAB. 6 MINIMUM VERTI',AL TEST LOAD OF 10,000lbs, SYNERTECH BASE No. S1324B18AA CONCRETE--- --- — 6 issue date: 01 Aug 20Q OR APPROVED. PROVIDE 10,000lbs RATED 801_T DOWN COVER WITH STAINLESS BACKFILL TO FINISH STEEL 1101-TS, SYNERTECH CATALOG No, S1324SBBOA OR APPROVED. BASE AND -� job number: 0311 GRADE COVER SHALL BE CONCRETE GRAY WITH COVER LABELED "GROUND'. BURNDY TYPE YGHP--C- I COMPRESSION GROUND �- FINISH GRADE COIL 3-FEET OF SLACK CONDUCTOR TYPICAL. CONNECTION OR APPROVED. revisions: WRAP RGS 90' ELBOW AND COUPLINGS WITH BLACK PLA- - - TIC TAPE AS SHOWN. 250kcmil STRANDED �!� LAP ST PE 60% MINIMUM. COPPER GROUND BUS. ---- - 250 kCMIL COPPER GROUND CONDUCTORS \�\\r ROUTED FROM ELECTRICAL ROOM 8117 COLUMN AND FOOTING. (SEE DETAIL N3 THIS SHEET) / �/r�rr� r� j rr 'r// \r��rrr �r ✓rr�rr ✓ ,rrr / jr %`\—EARTH �— ':'/' `,,./'\\`\r\�\:��•,\�\,'\'r\. 'rr` �''�.,.\j \,,r, \\ rr � \✓'r \�', \r \ '' \ f\ ` rr'• � 1 SCHEDULE 40 '„`'\ •.:.\ PVC CONDUIT r' / \. ,r` r' \ r ,, ,r` ,. , , ROUTE ,-1(4” PVC SCHEDULE ri \ / COUPLING /'`,. \ `,\ ,�\ /' /,. \. ,, , \ r,�"\ L— -1 UNDERGROUND UNDISTURBED EARTH--� /.. 40 CONDUIT TO FUTURE MAIN REBAR VARIES. SEE `\r\ \\ 'y \ \ \ \ \•� \ `•;' \ \ \ \ \ \ Df�IRIBUTION PANEL LOCATED STRUCTURAL DRAWINGS r r� j` , .� ''� \ r \ /' ` \\ /' , \, ,/ \ CIN ELECTRICAL. ROOM LOCATED FOR SIZE. r �r ✓ `\ rrr' /�,/�•, /f � /\� rr' �r���rr \� rrr r r \\r/ rr�`\^ � /� 'A' ELECTRICAL PIAN - r` ,-r''" r A'r ✓''' ! \ ,� / / r';• r'r r'',, r�,r'r,, ,, ,�'�,•r ,,r' r'':.,,' ,r /'..,r✓ I'1 S E C T U R 'B' 'r r. TYPICAL GROUND CABLE TO REBAR CA LE TYPICAL CONDI��T STUB-UP DETAIL. GROUND .SPL[C�VAULT CONNECTION � Til n m : 3 e a e 030ZE.i Of DETAIL DETAIL 2 DETAIL 3 'G' SCALE: N.T.S. 3.OBC3. SCALE: N.T.S, 3.08[3.0 SCALE: N.T.S. 12855 S11 GItA'N'I',�% K 52-53 BI11'2003-110444, 1'1.N12003-0044-1, - �""' � _This document is a "Vv of the oNginal document. The wiginal document Is E3 B on Me at CUNOIFF ENGINEERING INC. 90 Au Ili 60 50 40 30 20 - - - _ NOTICE: IF THE PRINT OR TYPE ON ANY I I III III I I'I I I I III III 1 1 I I I I I I I III I I I I I 1 I I III I ISI I I I III Jill 1 1 1 11 I I 1 I 1 III I I III I I I I I V I I I III III I I I I III I I i I I II I I I I I I I III III III III I I I I I I, III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I� ...I.__I_ j J I � I-- I `rL—I_ I I �l—_—__I�_.� I _�L�.--�U�- I I_11 I I �_�) �C I' ��)U IT IS DUE 10 TIIE QUALITY OF THE No.36 ORIGINAL DOCUMENT II � I �i �+ ulti,II�IIIIIII►111►I1(!IIIIIIilIIIIlIIIIII IIIIIIII►;III !°I��I ►�II��I�I►�!�I!I���►►�!II�III��I!I�►I I►I►i►IIII�III�!I!►�III�I�►I!�I�!I►►!►I!I[ll►!III�II�I1►���I!►�IIIITII1�1111 Lli�!III I!I�1111 J:(Llll 11 s 96 80 70 60 50 40 30 20 "I 0 f;' m � e z N STEEL COLUMN O N NOTES THIS SHEET: sLL I S O1 ROUTE CONDUIT FOR PANEL '4803' AS SHOWN AND STUB UP THROUGH WALL TO ELECTRICAL ROOM C202 AND z o TERMINATE. a BURNDY TYPE YA4C- O PROVIDE AND INSTALL TWO (2) 1-INCH CONDUITS AND - " TC10 COMPRESSION GROUND CONNECTOR. ONE (1) 2-INCH CONDUIT FOR FUTURE INSTALLATIONS. OR APPROVED, ROUTEE CONDUIT AS SHOWN, STUB UP INTO ACCESSIBLE -EMT CONDUIT. CEILING SPACE AND CAP. TERMINATE CONDUIT 2 FEET c� CONIC. SUB 250 kCMIL COPPER BEYOND EXTERIOR WALL OF BUILDING AND CAP. GROUND CONDUCTORS CONNECTOR. I O3 PROVIDE AND INSTALL ONE (1) 3/4-INCH CONDUIT FOR cauruNc. FUTURE POWER BRANCH CIRCCUITING. ROUTE CONDUIT AS _ SHOWN AND STUB UP. ® PROVIDE AND INSTALL ONE (1) 1-INCH CONDUIT FOR FOUNDATION FOOTING \ FUTURE BRANCH CIRCUITING. ROUTE CONDUIT AS SHOWN �POLITE TO GROUND SPLICE WALL AND STUB UP TO ACCESSIBLE CEILING SPACE. . VAULT AND COIL 3-FEET + OF SLACK CONDUCTOR. Q5 STUB UP CONDUIT FLUSH WITH SLAB FOR FUTURE ® BOND GROUND GROUND CONDUCTOR CONNECTION TO EQUIPMENT MOUNTED CONVENIENCE CONDUCTOR TO REBAR. RECEPTACLE. COORDINATE LOC/,TION PRIOR TO ROUGH- S © PROVIDE AND INSTALL ROUGH-IN DEVICE BOX FOR FUTURE PROVIDE METALLIC PEDESTAL MOUNTED CONVENIENCE RECEPTACLE. TYPICAL COLUMN FOOTING GROUNDING BLANK PLATE TO PROTECT BOX COORDINATE LOCATION PRIOR TO ROUGH-IN. DURING CONCRETE POURING. PRD _ O7 PROVIDE AND INSTALL ROUGH-IN DEVICE BOX FOR FUTURE \S\ INs 2 DETAIL __ _' FINISH FLOOR LFLUSH FLOOR OCATION PRIOR TO R UGHONrE RECEPTACLE. COORDINATE 2 36 FULLY MJUSTABLE UNDERFLOOR CAST SCALE. N.T.S. 7. !. IRON WA'ERTIGHT RECEPTACLE BOX. THOMAS k BETTS CAT No. 641-I QB PROVIDE AND INSTALL ONE (1 1-INCH CONDUIT FOR 4° WITH APPROVED.ISHED FSETLOOR.Box FLUSH FUTURE DATA/TELEPHONE CABLES. ROUTE CONDUIT AS WITH FINISHED FLOOR. 5 IB' SHOWN AND TUB UP TO ACCESSIBLE CEILING SPACE. rfSLEEC`� l , STEEL GALVANIZED /� CONCRETE. v 9O PROVIDE AND INSTALL ROUGH-IN DEVICE BOX FOR FUTURE [XViRFS /n/:am FLUSH FLOOR RECEPTACLE. COORDINATE LOCATION PRIOR PROVIDE CONCRETE TO ROUGH-!N. "Em • • ° -"- LEVELING PAD TO SUPPORT & UNDERFLOOR cnsr IRON aoz. ® PROVIDE AND INSTALL ONE ((1) * CONDUIT FOR SIH ° r ° FUTURE SOUND SYSTEM CONbUCTORS AND STUB UP FLUSHWITH FLOOR AT ��• SHOWN. COORDINATE REXACT LOCAE SOUND TION WITHTEM KTO(DATI AS T OF ALTERMATT ASSOCIATES, INC. AT 503)ON w FILL MATERIAL 221-1044. in 3 S®AGE0 ST o. IN STORAGE ���. j I - , ' FLUSH FLOUR CONCRETE ENCASED RECEPTACLE 89X " ! ® �1Ac;F / I �, TYPICAI DETAIL FOR RECEPTACLE AND TELEPHONE DATA. • -------------- ----------------- SEE ----------- % _1 b DETAIL / ----- r SCALE:1�2 3 / -----'-'.9 .r . L LU WALL TO PANEL C 4 .a1j{e PRESET C / SEALED WITH RECESSEO FLANGELESS TILE TRIM 4 Lys REMOVABLE MUDCAP. JUNCTION BOX MARKER CAP USED AT FOR QNE (1) No. 2 AND N UST PRESET INDICATED ONE (1) No. 4 DUCT ON Q \Jt A TO HAVE A RECEPTA _ CONCRETE SLAB. 1 _J• BOTH SIDES WITH 4 SCREWS �J /P / (SEE FLOOR PLANS 12' O.C. TYPICAL FOR UPWARD AOJUSTMENT. N cm w CD D - cm- cc ��/ MULTI-PURPOSE ; I ti 62 2 _ w — III C3 H- --------------- ----------------- ----------- ------- ---------- ----- J w x o _______________ ____ O O Q --/ - I M11 PIN = wow CJ En CDMDINATION COUPLING = Z Q AND ADJUSTABLE SUPPORT. FILL MATERIAL. cr ~ H H / PROVIDE CONCRETE h S Z / LEVELING PAD TO SUPPORT 5 Q + Q Q 5 T OFFICE / UNDERFLOOR RACEWAY SYSTEM. F-- w CLJ SIDE SECTION CONCRETE FOOTING. ZLO w C] 2i p Y or - I WALL C a QD o b w - 00 t FEMALE CONDUIT ADAPTER J I f FITS ON OUTSIDE OF No. 2 DUCT. w FOR ONE (1) 1' EMT CONDUIT. ' 1 -B' LL 5' O.C. TYPICAL °• L SUPPORT BRACKETS 6" . N r e • GYIdNASIUM o o ® _-_ • _____'___ • _________ ______________ 6 issue date: Ot Aug 2003 6 • I I o - q to y O PRESET DUCT No. 2 O lob number: 0311 2 I _________ -------------- revisions: I - ---- -- • ----------------- ° --------- • . I I 1 __ _•�/ I 1. • • PRESET DUCT No. 4 • 4• I I _ _t�/ 1 • j ° o 4 ° ° . UNDERGROUND p, ELECTRICAL PLAN - ° SECTOR V FEMALE CONDUIT ADAPTER His ON OUTSIDE OF No. 4 DUCT. P' u m PROVIDE CONCRETE - FOR TWO (2) 1Y,' EMT CONDUIT, NO PAD TO SUPPORT UNDERfilename: 0302E3.00AWG I UNDERFLOOR RACEWAY SYSTEM. IBJ,\ NORTH IS INTOP UNDERGROUND ELECTRICAL PLANe SECTOR 'D' IR UNDERFLOOR RACEWIYWY " M DLIAIL 0 �, 16, FOR POWER AND TELEP Iii-iiiiiii12ASS NW'GRANT AN E 53-53 E3 . 00 _ 1 `� BU.415 SW GRA T 412003-DB4JJ. rn:a aaem.n a wr SCALE IN FEET _DETAIL 3 7 aaa".Maw..awl EI.cz6a3-6D444 M al WR e1Mlm1.0 114 90 B0 l0 60 S0 40 10 20 10 0 • NOTICE'. IF THE PRINT OR TYPE ON ANY r-117111 VIII 11111111 VIII I IIVIII VIII 11111111 r)'T, JTfiIT I�III I Ihllh 1111111 1111111 III tI 11111111 II11I I II I1T) )III I III III III I ,II III III III III III III IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I �I �I I�—�I _I I 6� I �I I II �I I I }bLI I } J •TI.t L_ 13) 1005 IT IS OUE TO THE QUALITY OF THE • Yom- ORIGINAL DOCUMENT 'I W L a f� T� Illulmlml mluu mlllm uuaul Im ml m. I Ill�m m ml uu6m uuhm ull6m mdml au IIII uduu ludllu luduu Illluu ml m u�il°�ml u Iu'I�nl 30X