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11565 SW PACIFIC HIGHWAY-4 I I I I I .. ---- 3 — ---4—__ - --- CONC. SIDEWALK I I ,�'", • 2" 2" TOOL JOINT __ _ RAMP - INTEGRAL COLOR jp -�'I`O CONIC W/STAMPED EXP. I I RADIUS I5 1/8"(TYP) SIDEWALK SLOPE: - -- ----- -----PAVING - PATCH AS REQ'D AT TJ EXCEPT O CURBS WHERE- 2% CROSS SLOPE MAX. MIL. LATH TEXTURE FULL VAG1 � J 0 s / AND DEPTH. I i ! NOTE: �y NEW CURB LOCATIONS T.J. 1 8«R �. RADIUS IS 1/2" 5X RUNNING SLOPE MAX. i 1. CONSTI?UC110N JTS. ; ____-CURB I / -- 6"• PIPE BOLLARD, CONC. (G.S.J.) & EXPANSION ---------TOOL 2 1 4 W ^ CONC. - -CSJ ------- --- CSC cSJ MIN. 6' I�2" BELOW GRADE. ROUNDdTOP. JTS.(E.J.) IN SIDEWALK JOINT, SEE A11 2' CONTRACTION JOINT PAINT SAFETY YELLOW. TO CONTINUE THRU BUILDING OR COLUMN FACE 41�� 6" - - SIDEWALK SIDEWALK I CURB SIDEWALK W/ LIGHT BROOM FINISH O __ - CJ OR PLANTER OR PLANTER _--- C.J. M -SAW CONC. OR TOOL FENCE POST do COMPACTOR ,,�--PROVIDE 12' WIDE CURB AT ALL - JOINT O DIM. DEP L GRADE ELEVATIONS, THIS I SCREENS WHERE SHOWN ON 2. PROVIDE E.J. !N / / ENTRY DOWNSPOUT LOCATIONS - DETAIL, RELATIVE TO O.W. -- I I -I _ PLANS CURB TO ALIGN W/ SEE SHEET A2.5 FOR LOCATIONS. DOWEL 2" E'OR ACTUAL ELEVATIONS - if o SEE CIVIL DRAWINGS WALL JOINTS -�� m I 2 _CONSTRUCTION JOINT I I =III III=� A I © CSJ BUTT CONST. JOINT � _ I 3. LIGHT BROOM z CONT. SEALANT W/ 1/8' RADIUS (TYP.) I-- I I I I FINISH do SEALER i - I / - COI,CRETE CURB POURED TO - a SUB-BASE C.S.J. 1/8"R. ;r • -- ----J 4• -- BUILDING r ACE ry 1 u i l i---I i - _ - -- -- - CONCRETE /4 13AR f�'MIT. ' 'o /4 CONT. / - S EXPANSION JOINT ` 1­ - so - °° ° -__--- i I I I- 4 . 9 d CON:RETk SIDEWALK . 1 .4 L 2 e D\ EJ USE PREMOIDEG 4 '° ��� �`�O.OD, JICURBS \� D.OI)' . I I i I % "' EP E.J. EXPANSION JOINT FII-LER ----�-- ,, 8 t�1• SEE CIVIL FOR ADD'L INFO. ��' --_ _-5'-0" _ 6'-0" TYP _ 5'-0" -r4 REE3AR. EPDXY ANCHOR, OR .AST 1 - INTO SLAB O 4'-0" O.C. -10' R WARE TO HORZ. REEAR, MIN. VLRT. � 1 CONC. CUR_ B & SIDEWALK 2 SIDEWALK JOINT DETAILS 3 SITE RAMP LAYOUT 41 SITE BOLLARD _ CURB BAR LENGTH IS 8" D11-Al 1 1/2" = 1'-0" D11-A2 1/4., = 1'-0" D11-A3 1/2,. = 1'-0" D11-A4 1/2" 1'_0" D11-A.5 1 1/2* = 1'-0" _ DRILL HOLE IN BTM. OF T.S. FRAME HEAD- VAN ACCESSIBLE PARKING SPACES SHALL HAVE 3'-0 EOF flow ADJACENT WELDED T.5_ FOR VERTICAL ROD OF EXIT DEVICE. CAOFViATE -1 1/2 I.D. SIU. SIL. PIPE GALV. AN ADDITIONAL SIGN MARKED "VAN ACCESSIELE" r , FRAME AS SHOWN ON PLAN SIZE AND EXACT LO-A110N IM/ EXIT DENCE. FABRICATED GUARDRAIL E RT. MOUNTED BELOW TFIIS SIGN T.F. 1 1/2. SUPPORTS A7 ALL CORNEt�S -- FACE OF CMU WALL " -3" X 6` X 1/4' WEL)ED T_ FRAME \ • 6'-0" o.c. MAX. 8 PRE-CAST CHAIN LINK SEALANT At BACKER ROD NON-ACCE�$IBLE STALL 2_ 2" -- HKv'GE c WHEEL. STOP •:�. FENCE AND - � E� 0. -B� STRIPE -_ - POST OR 2' X 3' X 1/4' MELCED 1.S GATE GALV. CHAIN LINK FFNGNG ALONG E GATE POST / '�-VERT. SUPPORTS W/rILNS10N E - - MATCH ELCVATION TYP. UNE HE,'m VE --2' X tY X 3 16- T' HARDWARE SI)PPORT - NELD ALL SIDES TO VERTS. BARS & CLAMPS 0 77;p-10 X SI�UF'CPARKNG SIGN, g - W ..RADIUS MAX.�--� SEE 14/A1 1 '- EXIT DEN BEL - ;" / - U6 REINFORCED CONCRETE ° 'SLAB ON GRADE. DRILL EXST. PARATERM METAL FLAT BARACCESSIBLE-� , �_ -HA1.IDRAIL, SEE �07.0SLAB FUR /4 X 2'-0' SMOOTH DWLS. FASTENED AT 8' O.C. �_A.C. PAVING CURB RAMP,O 24" O.C., GREASE ONE ENO 6 I ll - G• a (6" MIN. EMBED) ro °---- FINISH GRADE ` R SEE 3/01.1 ; ! �,i p /--CONC. RAMP / LANDING - - �" , Q �� a a i 2X SLOPE � q S _I F STAT I_ 8, Do IBVEN L----J A LINE OF ►1EAIXR ABOVE - 4� / G SUB-BASE _5TAIL BLUE s11awE SPACE. TYP. TACK WEIR WIRE MESH- F _ I MI PLACE 0 16' O.0 EXIT DEVICE VERTICAL Roo io B � 0 � � � c = a ° �t III- I -- CONCRET�� CURB _ � _- • tit.•:;'; ; -RECESS SLEEVE. GROUT POST .� 0 Chu 0 Q: � � !. -*4 SOLID 1/2'X1/2' FLAT BAR t/4" STL FLATE. ROD 'AZIDE. MELD TO T.S. GATE FRAME I EXISTING CONC. SLAB - J ,, WELDED TO T.S. VERIFY LENG114, DIA. AND LOCATION OF HOLE W/ EXIT DEMCE I - - - - _ !r I I--� ��—•- WATERPROOFING MEMBRANE. \ n If 16" O.C. ��_--1 3 4• X 1 3/4" X 1/4' STL. ANGLE. MELD I I o l I I•--1 I i—I I I_1 I I-1 11—_ _ I w T>= - / ° d � p 7 - TO T.S. FRAMES (TYP.) -III=III-III-III'—,III EXISTING SUBGRADE ° ° 1 ly lx P.T. FURRING STRIP a \ �\��' 1/8' NEOPRENE WA;HER BETWEEN STL. ANGLES 3" GRADE WHERE OCCURS FASTENED O 18' O.C. ��.` N .III_ III I I ° I ,-----1/2" BOLT, WASHERS AND NUTS (LOCK NUT ON BIM.) d DRAINAGI_ PANEL WAIN 4' BLUE STATE T'S 3"X2" �--- NELp STANDARD NUT TO END OF BOLT R � FILTER FABRIC 8 ACCESSIBLE PARKING NOTE: ALL STEEL TO 10 GUARDRAIL DETAIL 6 CONC. ZILAB SECTION 7 CONCRETE CURB 9 GATE PLAN SECTION YANIZm - PANT ,» 1�_O» ott-et 3" .- 1'_O" Dtt-B2 1/4" = 1'-O" D11-83 — 3" = 1'-0" 011-ea 1 1/2" = 1'-0" D11-85 -- ------- ROOF AND STRUCTURE S'-10" 1'-4' 30'-9' -G' - 43'--0' _ _- _ - 41'-4' - --_ - H.C. ACCESSIBLE - _ -- SIGN � i C4 OR j AS REQ'D. .� 1 AT ROOF LINE _ ------ 1" I.D., 1 1/4" O.D. STD. STL. PIPE a. 3" DIA. GALV. POST HANDRAIL. WELD TO TOP AND � FASTEN SIGN TO OPP, 4 SOT. OF RUNNERS SfL SHIPS LADDER TOtoo-oft POST PER MFR. RECOMMENDATION HAND 03.1 I ROOF ACCES HATCH � � -- - INTERMEDIATE SUPPORTS AT 8'-0' O.C. MAX. ` .. :. :y ,. 4 3/4' PRE-FAB. SIL. GRATE CONCRETE TREADS. EQ. SPACE TREADS ~ C N•. SIDEWALK UP TO MAX. SPACING. I , 1p'-o_ .{N(;tt.CHAIN-LAIK--`-\ ,; :•. W-0'HIGH Ok1AM-lMK ''- AR6EN STORAGE �' ' F1 NCE. - -- - C 6 X 8.2 STRINGERS W/ 1'-8' • �, e : •I < CLR. BETWEEN x 4 .�Itid,T Tf�A E OSU E •, . .. .• , m A3.1 l 76 /-3x3xl/4"x 0'-4" WELD TO # �- 0 x STRINGERS AND ANCHOR TO CONC. x „ �I FLOOR W/ (1) 5/8" •x 2 1/2" . iG . , %- t: �: - __ /' CORE DRILL FILL W/ r. t �' ' GROUT ° EXPANSION ANCHOR. FRIR 14 ACCESSIBLE SIGNAGE 15 ROOF ACCESS LADDER 05.1 7o _._._ 3/4" _ 1'--0" 1/20- = 1'-0„ D11-C4D11-05 30'x3'-0' ELECTRICAL PANEL f CLEAR SPACE AREA, NO MIATER lWE TO DROSS AF2EA I I- -WATERPROOFING MEMBRANE 5'-0 x7'-0 FIRE RISER, _ 1/ i'-0' t'-4" CLEAR SPACE AREA 2" GRANULAR BENTONITE COVE - a • ° - i 1 I 1 III=p FILTER FABRIC DRAINAGE ELS NTH a 80LLARD. SEE 01.1 SM 4 ° • ;c4' '1� 4 ru 1 O ° e ° 4 I t'�c I • ��,�,�, � -- NAME: EiILY•aC RAD p 4 ` I c 4 • 4 ; �, - MAKE: CYCLOOPS TIMBERF M ' c 1 d -- �„ b - GRANULP.R FILL f.i� j r ki�i 9 I I -4" DIA. cc PERFORATED MODEL 2171,- fscr.ct�w rc•s�asl � r CnA1NAGE PIPE 21M11-C MAIERIALS 2-�Pl 0 4o S1ECI. IPL — ------ --- _— I COLOP,S: RIACP NEW I I` A " X11 '- CONCRETE FOUNDA71ON ON CONC. PILES-SEE STRUCTURAL DWGS. WALK 1 WNX FOR SIZES AND LOCATIONS - 19 FOUNDATION DRAINAGE 2v BICYCLE RACKS Revision s 1" - 1'-0" ot1-04 N.T..S. PANK04- ALL �.t7.� NOTE: MITER T.S. CORNERS - WLID SIDES, GRIND SMOOTH - PAINT � -- PAINT ALL FENCE VERT. AND HORIZ. POSTS AND RAILS r 2 112- X 6" HOLE AND COVER - FOR REMOTE HORN (O.F.0.1.) MOUNTED (TYP. A GARDEN TALES) _0' / IN T.S. HEADER. CITY 7 Tp/�fiD T.O. FENCE .......... ..... ............. 3" X 6" X 1/4" WELDED .............� r CHAIN LINK FENCE � T.S. FRAME POST ANC RAILS r-----SAFETY STAIR NOSING ( u x r -- CONCEAL.EO MAGNETIC 1/2" R. 3" T . EA. STAIR So*L :F0..................... '.....,..I 1: CHAIN LINK FENCE DOOR SWITCH FOR EA. TYP AiMdt•• ;;^",: ., T� MESH `✓ GATE. ARMORED CABLE ,lab i`+ ~ B.0. RUN INSIDE T.S. TO Z 2" X 2" WIRE MESH - FRAME a I" 12 - UNDERGROUND CONDUIT. (O.F.01.) a TYP TYP. • • Lll 0 - Q HINGE Al 1 i N 2" X 3" X 1/4- WELDED T.S. w p Dr.rn e� A.ot•e eY GATES / gm 10.1200 I i --- 2" X 12" X 3/16" T.S. HARDWARE SUPPORT l va..i N" o.e. Zv \ __ WELD ALL SIDES ' • E Hf-HINGE - O• ys 1` VON DUPRIN EXIT DEVICE U.A.S. SIDE ONLY -SEE STRUCTURAL - - WE W TOP ROD ONLY. SIGNAGE TO READ FOR REINFORCING i / 2v EMERGENCY EXIT ONLY ALARM WILL ° E 0 SOUND'. INSTALL. SIGN ON T.S. `1ARDWARE • ``� - ��le r 11� N r SUPPORT ABOVE EXIT DEVICE • �- CONC. STAIR sn."r Title "' .-;• (3) 1/4" STL. PLATE ROD GUIDES • I '� ' I 2- EA. SIDE CONDUIT TO OUTLET - - GATE MADTHt" GATE WIDTH NOTE: 1/4" TOLERANCE BETWEEN T.O. GATE AND B.O. FRAME ^A Alml NOTE: ALL STEEL TO BF- 24 GATE F1 E V. FRAME VERT. 25 CONC.N C. 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Wi�'S�ltl�l�'iNed1�181is..d,._•....• , ..,,u:,u•.- ;.,;Iy...rileu:VOM1M'R JIII�1�*f�rl'11111+-.,.r -•�iw"w+eq+wtr.,s.xNsaewx••r*.•�..'w..e..,_... ._�,,. .. Nr.,^.,d,'... ...,y,Ww,r...Y�ya.,�.w.•,,,,ryr-«Mr.....-...Y.a ['_. . -+•-�•. • sw..,......w,.www...-•..r+.<.....ce....+wr.w.m.....,..-..,.,,-«ti. .. ...«.... .e.a+..,"s.r."-a^...aw�.".r rs -._.. ....r�w�w,...r •...r_+"." ... I .r ,i .t S 2 — 4 R� • [V 0 : = . Ztoo GRID GRID GRID GRID 1'-3" V-3 18 17 I 23 /"-I 16 t7 MEBRANE UP BTINUS ACK A3.1 A3.1N A31 o A31 A3.1 SIDE OF PARAPET I A31 o CONT. ROOFING MEMBRANE .__ I ,_ DOWN BACK OF PARAPET 1/2" CDX PLYWOOD— ! -� -L 4x4x16 GA. x CONT. > TO PARAPET °� � T. P APT °� �� 1/2" COX PLYWOOC 2TO 4 0 AFF /°' \�1TO_PARAPE7 — r° ATL. ANGLE W/ 3/8" DIA. �I� X24 1 I BOLTS O 24" O.C. IN � 1 4 RY � � ( SLOTTED HOLE.BOTTOM OF 2" L Sl(1TTI:D G 0 T MASONRY -•-- CONT. ROOFING MEMBRANE UP t� / ROOFING MEMBRANE 4t HOLE TG A IN ANCLE ° ° BACK 31DE OF PARAPET, I _ zt -4 AFF —CONT. ROOhNC MEMBRANE UP ° BACK SIDE OF PARAPET, OVER RIGID INSUL. 1 0 CMU BLOCK TOP � I ' - A3.1 ON ATL. DECK _ , PARAPET WALL NATE' 6" COURSE AT EAST FULL SOCK TOP ROOFING MEMBRANE OVER °� 1\ /1 STL. STUDS 6 16" O.C. t ELEVATION ELEVATION RIGID RIGIU ROOFING MEMBRANE OVER ' 1 1 COARSE AT EAST I INSUL. ON ATL. W THERMAL INSJLAT?ON RIGID INSUL ON MTL. ° 1 �}�► o DECK. ' —1/2- COX PLY%-0100 — - 1 r �� 21 I 1 1 1 • ' 1 l A31 24 GAUGE GALVANIZED METAL 8 1 1 1 I j FASCIA k COUNTERFLASHI.NG -� 1 1 L 4x4216 GA. x CONT. ' I 1 TO MATCH EXISTING r ` MTL ANGLE W/ 3/8" DIA. I I I 21 BOLTS O 24" O.C. IN 1 i A3.1 CANT TO MATCH EXISTING BOTTOM OF 2" LONG i I 1 DECK FLUTE SLOTTED HOLE. SLOTTED 1 1 CLOSURE TYP. �. I 1 —PATCH AND REPAIR HOLE TO BE IN ANGLE i I I I MULTI--PLY ROOFING N I 1 TO MATCH EXISTING STL ROOF JOISTS i 2` REEF LEG STI.. TRACK ATTACH Ilev I 1 1 1 TO MTL. DECK. PROVIDE 1` DEFLECTION 7/8CEMENT PLASTE.o—•/ 1' 1 ' ' GAP BETWEEN TOP OF TRACK AND TOP STL. ROOF JOISTSLL I I I ROOFING AN SYSTEM ON SELF-FURRING 1 I , OF STUDS (NOT O SIM) INSULATION TO LATH OVER WEATHER MATCH EXISTING RESISTIVE BARRIER ON 3/4` PLYWOOD SHEATHING i i 1 STL ROOF JOISTS 5/8" GYPSUM BOARD \ 1 �' I NOT O SIM OVER 1/2" PL',W000 •../ `--EXISTING WOOD JOISTS - 12" MIN. ' '1 ' ' I ( ) METAL EDGE & SEALANT \ AND DECKING N 2% MIN. STRUCT. GIRDER SLOPE I 11 I I 1 O TOP AND BOTTOM 1 II I I I ATTACH 3 1/2" 20 GA. STL. STUDS O 2'•-0" O.C. ' 1 1 TO STL. ANGLE O W 2) 010 TEK SCREWS. ^ / ( EXISTING BLOCKING ' 6` STL. 20 GA. STUDS A 2'-0" O.C. 1/2- PLYWOOD DECKING OVER 2x6 WOOD FRAMING � CC"0 R-19 THERMAL BATT INSUL ATTACHED W/ STICK CLIP ' 11 ' ' —6` STL. 20 GA. STUDS O EACH EXTERIOR STUD CONNECTORS AT 24" OC F.A. WAY. 1 i ; i W/ /8 SCREWS O 24" O.C. VckT1CAL, AND WITH 1 11 i 1 (2) .145 DIA. POWER DRIVEN FASTENERS AT EACH TUBE STEEL BEAM. EXISTING CONCRETE 1 II 1 i WALL CONT. 2� GA. TOP TRACK W/ —L 2x2x16 GA. x15" LONG O 2'-0" O.C. /—BENT 20 GA. 6" MTL STUD W/ (145 3) #8 SCREWS R EACH STUD AND I II EXISTING 11x29 BEAM—/ BRACE O 3'-0" O.C. HORIZONTAL ' " AT E ACC DIA. POWER DRIVEN FASTENER TUBE STEEL BEAM.W/ (2) POWER DRIVEN FASTENERS TUBE STEEL O TOP AND BOTTOM TOPAND BOTTOM BEAMS. TYPICAL O CMU WALL AND (2) 08 SCREWS 1 O TRACK OL BO FRAMING 1 / CLG. LINE I - 1e � `V✓ —T.S. COLUMN BEYOND, COLUMN TO �I o EXISTING 2x6 WALL OCCUR WITHIN FURRING ASSEMBLY. 1f- 0- EXTERIOR GYPSUM BOARD W/INSULATION J w CMU EXTERIOR WALL SEE EXTERIOR ELEVATIONS FOR UNIT FINISH TYPES. - PLYWOOD CMU EXTERIOR WALL SEE EXTERIOR CMU EXTERIOR WALL SEE EXTERIOR SHEATHING ELEVATIONS FOR UNIT TYPES. ELEVATIONS FOR UNIT TYPES. SEE PLANS AND DOOR SCHED. SEE PLANS AND DOOR SCHED. FOR HEIGHTS 0fOPENINGS. FOR HEIGHTS OF OPENINGS. co♦♦^^ 2x6" METAL STUD WALL O 16" O.C. WITH BATT INSULATION STWN STUDS D 7/8" CEMENT PLASTER SYSTEM WITH SELF-FURRING LATH ON BENT 20 GA. 6" MTL STUD BRACE O WEATHER RESISTIVE BARRIER O 12'-0" O.C. VERT. do 8'-0" O.C. a OVER 3\4` PLYWOOD SHEATHING MAX HORZ. W/ (2) POWDER DRIVEN ;3 A FASTNSC O CMU WALL AND , TYP 'Y,.. F.F. AI STSM SCANDO TOP OF WALL TUDST Lim. RETAIL SPACE -- - - FURRING WALL W/ STL. STUDS do 7 R-19 THERMAL BATT INSUL. BTWN STUDS. SEE FLR. 1-:.ANS FOR A1.t LOCATIONS & SPECIFIC WALL s v I • i o n FINISH COND. F'ET .� t)Z.1>7�00 CONCRETE CURB -- OUT It-ROP • 'FINISH GRADE 5" CONC. FLOOR SLAB EXISTING FLOOR SLAB ` i• SEE STRUCTURAL DWGS AND FOUNDATI(`N STEM WALL CONC FLOOR 5" CONC, FLOOR FOR SIZES do LOCATIONS 10 4.0 SIM. t ` _ ' F.FOIL . 0'-0" / Q.—.- F.F. 0'-0" F.F. 0'-0. — w i., IFEWC • 4 1 A ♦ - • f4l . 4 • • • �e • ' craw" �y Cyhr�c tgt'/�EY ) • I I .• e • • • • • Pr•Jret No Date Au I • 4 WALL SECTIONS E i I1 � I • w • I - 11 • I 1 1 •I 1 • - -- ------ 1 1 I I 1 1 SM+t title 1 1 Na. WALL 21 WALL SECTION 22 SECTION 23 OAS ROOF PARAPET 24 OAS BLDG. MATERIALS 25 OAS AT EXISTING BUILDING 3 " — 1'—Ot6 3/4" = 1 f-0" 3/orf 3/4•f 1,-0,f= 1'-0" _ A5ml tr = 1� 4 •0.. / - - of 39 3j•4 .. ;r... �u ;'�'M+'4,...¢ _ '^"'�- Y'K.'•tt': .. •r a+'s•+v:. , ,wl;• ,. '1''"Zt'}y» .. . . :�� 7CY►.��3 ,�1'JA'. »..._-• � : ' rr•enf..a.....,„•.- .roue nrrs�rw•r• r � ° { � � � ,�� ...,-. .,...ar.,,.»,. ,...,...,• :, . - ... „ ... • • y1a11COC d ilYOillli"yy�.:: %s rC} ► ..w1Ur ^Wss..u+�o' yrw-4d1 • ff • �• t#Z l�:�i ���t!`111111111i1iU111`i lIII , lillll Ulllllllllilll M�1 �� •+' �� ' �' �: + I�{ • � II IIIlIIIII! ItllIIl� . ' .I II I I I :, ti. 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ROOFING MEMBRANE UP BACK SIDE OF PARAPET I A 23 Aat 1/2' COX PLYWD SHEATHING ON STL. �— FRAMING. T.O. PARAPET - --- --- t 1 t —MEMBRANE ROOFING ON INSULATION CONT, PROTECTION BD O R 3 1/2x3 1/2x1/4 ANGLE 21% ' ' �� BD. ON MTL. DECK. RPT 2X BLOCKING `� ' 2" DEEP LEG 20 GA. TRACK SEE STRUCTURAL DWG — W/ 1 DEFLECTION HEAD GAP PT 2x6 BLOCKING CONT. O TOP OF t A3.1 BEAM, ATTACH W/3" POWER DRIVEN ! t -- - - 6" 20 GA. STL. STUDS O 24' O.C. FASTENERS. t t lix -1 Ill LJLL11111IJ 4 i+) m ff Ars 1 ' 26 7/8" rXMENT PLASTER SYSTEM T.O. BEAM � � I I ' _ WITH SELF-FURRING LATH ON WEATHER RESISTIVE BARRIERI ' , , CONT. MEMBRANE DOWRI EXPOSED c OVER 3/4' PLYWOOD SHEATHING ON (2) SIDES FACE OF PARAPET. E STL. ROOF ,1tJIST 1/2' COX PLYWOOD, FRT 2x P.T. O T.S. FRAME PERIMETER i , ' 0 _ _ 24'-0' 1j 24'-0' - T.O.M. BEYOND o B.O. FRAMING 7/8' CEMENT PLASTER SYSTEM is I I WITH SELF-FURRING LATH ON 6"BETWEEN VERT. T.S. W/ MTL STUDS O 24' O.C. r CONTINUOIIS SEALANT WEATHER RESISTIVE BARRIER 21 21 jA,4.0 I I ALL AROUND T.S. FRAME OVER 3/4" PLYWOM. SHEATHI G THERMAL INSULATION t A3,1 CONTINUOUS SEALANT I I 6' 20 GA. STL. STUDS B ALL AROUND T.S. FRAME I I SUSPENDED ALUMINUM UNEAR O 24" O.C. CEILING T.S, HEADER BEYOND — 1 I I SEE STRUCTURAL OWGS I I 20 GA. CONTINUOUS TRACK ' t I I W/ .145" DIA. POWER DRIVEN t r I I FASTENERS O 12" O.C. ' t _ I T.S. HEADER ON T.S. COLUMN t Q� 20'-0' I -- -- SEE STRUCTURAL DWGS T B.O. FRAMING — ' I ' _—t � 19'-6 B.O. STEEL I i o 4' DEEP HEAD SECTION F I I STOREFRONT SYSTEM WITH I f DEFLECTION CHANNEL ' 00000000v co I I 4x4 T.S. FRAME SEE STRUCTURAL DWGS , 1 12' MIN. II II SUSPENDED ALUMINUM NAR CEILING pal I 24 ' t Aa.t SIM. _— 6 20 GA. STL. STUDS t 1 010 24 V.C. 1 I I STORE FROM WINDOW- SeSTEM SUSPENDED ALUMINUM LINEAR I ( 115,-0* CEILING I I I I B.O. STEEL T.S. SEE STRUCTURAL DWGS C I I 4' DEEP HEAD SECTION FOR I I STOREFRONT SYSTEM WITH DEFLECTION CHANNEL I I EXISTING 11x29 BEAM I I 2-1/2' METAL STUD III - I I FURRED WALL WITH T.O. CONC. COLUMN I I �j• DEFLECTION CHANNEL ,' L DEFLE I I i I I t Q I I W I I ' I I I I T.S SEE STRUCTURAL DWGS T.S. SEE STRUCTURAL DWGS 7/8" CEMENT PLASTER SYSTEM WITH 'SELF-FURRING LATH ON WEATHER RESISTIVE BARRIER OVER 3/4' PLYWOOD SHEATHING I 30" CONCRETE CURB I I 7'-6 1/4" T-6 1/4" SEE STRUCTURAL DWGS. I I B.O. STEEL r B.O. STEEL FOR REINFORCING I I , c 04 I I STOREFRONT BEYOND LL ' I I , , EXISTING 20 WALL W/INSULATION I I I I I R • vIeIons , tpEFW IOeUE Som STOREFRONT & CONC. CURB _ — STOREFRONT & CONC. CURB 1� I_.! �a SLOPED CONCRETE CURB WIHERF OCCURS- SEE PLAN WHERE OCCURS- SEE PLAN `�� ANS W/ 1/2" RAD. EDGES I I SEF. STRUCTURAL DWGS. FOR REINFORCING OL , ' I I T.O. CONC. CURB CONCRETE CURB EWC Inn Metal By SL PE I I 1% MIN. SLOPE SLOPE 1 h 0'—O`--- I I C s aim 10J2m '—'-D" ---- -- F.F. 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S w mth�Innitil81Ti6141�mdll�tlnnlil� ndI null,unh�lllxl�illlndl�i�unll 1 anhu i trihl�Innhifli il�mhlTili .,.,e ,-....r►rYiWM.r�..rw.w...�•....w..-«,...-. r.w.+...s.,a.�r.sr•,"n..r..w�.-•....w.w.....w fwww,...e.r..n..r.w,.,.,..r..e,s.,rr.r"...u,..r...+w..e .«,.-.�.w..s....w...rr._-tea•-...w.io.srr• 'L7Fi t. y •/-' ^I / ... 1� rf n•++,N........-. -� `tV ->�+.rrn,rliMw�lr, +rrr. +�.�w,.".wr.r..,.........+... .-•.�r.�.nr...w.rsn.r __-wwr.ww..�e...ww....awi 1. .ar..,r•A .. iAAC•n.r.. -a 1..: .,.... ._. M"+r+e,IV"�'�!`.'.e wy�'4. N yi �w•M,I,J�, _.4.a,i...+.•'N"iM`u>.r+,sp....✓. ,.. - ib'•t;�- �s.w.��•r.wol,u..r_wwrw..rwr�w.e,w+nd.wr+.s",.a�.-^.Jnr--.n.•,w.w..:am.eses++,"rMw•.,r.�,wrew_.... 'N: „r .q - IN 1V W�t f0. FRt EXP. 6/30/01 A g � g s EXI6ITNQ� RETANINN3 WALL TG REMAIN. TIE D,40C WALL WITH NEW C44AHM MiG"OIY • `'-O' OK FE - -- - - - - - - - -- - - I I N.0 v cm 6KS ANWGH.FOR V I I scp +U4" ( EXTIIIW Of CMN ALL CON'rRac:TOR TO ONI:TERMNE aXTear I cr VOW*UNDER BLAB. FMS&JM B _ dIRMMMLMURGLAD MAY WPOWUD. II �o I I bM"1 Q I I R NEW MTL. 6TUD PRAMING • Ib' O/C W lVV Nr'LYWD. (MIK).PAVEN W/ % 6CREU* 11; • V O/1C EDGE 4 12' OIC FIELD. BLOCK ALL � �J PANEL ECKW6 (N� .„. ,...4F!yµp,�`4N�.1W 11'�►v'r .�:1.,r.•..�1..A�'•.µ.a:y:ti Nr..., w. .. .. .. r wa C 00 0 0 0 0 00 _ - L0 h FOUNDATION PLAN TENANT BUILDING G� 0 GCALE, ■ I'-O' LJ w a�� Q ITU D � d tic RevIsIon • E NOW 12tQ0o nDs RI,WtIt. L 12.2ta PILE SCHEDULE MOV DIAMETER ^P-I I 1'• PP2, — 2 T'• FOOTING 604EDULE _ _ DSM DW ♦rm 9v v LENGTH UIIDTa4 CJE}•TN LC7/,Yr1?IONALRCM FWIN lwa h♦I♦♦t N♦. Dace "L' 'UP "D' REIIfORGlpk3 1!ElP1"OR[:11Jt'ss l�t1.4I0Cb ��- �`'� V'�'� E (S.!% TOP G 2.0 2'•D' AND BOTTOM ...... CENTER U Or R WALL. C o) 3'-V” 4'-0' 2'-0' (3)% OV-6, (4)% x 3'••6' CENTER UNDER COLON AFFA ON l2J 914 TOP _ AND EKTTon D � F en..t rrrr. 0 3'-6' 3'-6' 2'-0' (4)93x3'-0' T (4)'6x3'-O' pp'- ' W-W 2'-01 (b)9N*x9'-b' (11)•6x4'-0'— — EltMNIef No. CONE. 2'-6' 2-®. (4)% TOP — ----- AND BOTTOM CENTER UNDER WALL KEY PLAN (Q) 3'.09 ''-V 2'-O' (4)%x2'-&' (4)16x2'-0' �--/ S2 . 70f owl- 10 r 2 r 4 r6 / + i • fit �, � {��h�1, IIIiIIIIIIJlIIi I�ifl . 111111 t1.I11IIIllll �,7. :: ' IJI ( 11i�IIIIIN illll�l ' Ilil�lillllllll IIII + + '� i .�-�� �K, • ,.,. (II�IIIIIII IIIIIil�illllll Illllll�lilllli IIIIIIIIIIIIiII Illlllfllllllll lilllllllilllll IIIIIIIIIIIIII! IIIIIIIIII Jnr 1 !ull . •� s �, '; : � . '� � ,�,,,�;,�;,�..�..... - ,;,,�,,. '' r�ul+�mrlr�rnnM��NN�!'�►I1IN�nrtlf�i�rndrl��Iwll�r�nuh�Lml��llnUlfi'rildl�lmbrrrtlAMunlA�mdr�InolrlS t 16 ' -.-.rw. _.,-..,.:,.a.A.ww..uw..,w,..w-:......r.,,......n,.m.a..+ww....s.wa. ,:•e.a..�..,,.w-.r,..++,.w.....r.»:._... _.: .... ... .. •. .,.. ,p:� .. •�v ...-__.^..ray..ww.,+,w.rw..sr—..y..n.rr+.�w.swaw....ev.x-w.n..arn�.ww..n..w.-wn...am.v�r , q�YOotJ 9 d EXP: 6/30/ot A r� M V�1 R` e LV P•LYU0.6HEATMM6 V ••• 8d + 61 O/C WFMPORTED PAWL E X Eb a id + 12' OK FIELD NAILING �• c wav h h J w ROOF FRAMING PLAN - TENANT BUILDING CA IE RevIaIon • PEWT IMM Maw CLM DW k 00" lls5m A ih.p.t w. Det• E v 790M f AFEA }}ma�yy AFEA 'A' etN.t rite• Sh"No. KE'r PLAN S34 o f �r�y�� ..,.y. ?'��:�4' 'sY Y ...;.': i P„ ,III�� •'•s./�1Y. 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M-_' � .�- ... .. ,- --..a.Yrov.. �'.+.'0 ..1.. ,:.:. ..w.ili„y_,' � ..::.i:' '• !w . �, ......ler...v..h►��.....+�w-+C••.....ww.vw�.�...a.m.w....:,wrn*.rw�...uem.w..w+mw.aq..+co� M...rwrwewrwwr.eurwr•.wr....-«�..wa,W•ir+rvl�1�....+r.wM..rr.�.e-H.w.A.�.wrr.,...r,iu.+.,.w..w.,n+wee.er.�+,+�..:....e..�}trrw+�l..o.«w+nww•�r•news�.ad..sw..Mw....+.. .•.•••• +�.�.�rrla,:. " i.V f\14 e t.. t7' 1 -- 2 - ---- 4 _ 5 IN F 14 • 32' OIG, LAP G q -----�_�---- � P SLAREINF 24' CONC. SLAB, • R / SEE PLAN, _—� 1+VA4' KEi' e• 1 °ao o �o — EXP: 6/30/01 - -- bT a a oC7 a o o 4 ° a I ,a EDGE FEW, o aC7 oOG O O _ -- 4 VARIEb P'!� O O o p TO COLUMN A 1 i•y' , . o a I I O TYP. .•r a' CM WALL, MAX1�MGTURAL GRE PLAN I I _ 69E PLAN FOR FILL PE REIPFORCMG R !i• I I I►S' TtT. CSO L7 - IIt CLR • 601L6 REPORT ! NOTE /i�/� / /�/� ��c_U �-� \ / ;��� �/ EDGE REIPF. ! I C \� �'\� \� \/� a' CMU WALL, I i B s+6X12X1 -D W/ M M 8 bAFJD cu&41ON-� //\// //�/j�\//if\//� �\/l\//•\//\///�!� /� /� vAPUR BARRIER • _ ° --- -- SEE 6CHEDli1 E CONC. GLAD '� Sr1W CUTT61Cs fl1L1LL BE OC�PE AS SOON Ab THE _ _ I I I NON-61fRINC GRt:I�T ee}}• ATE HAG 14A�ED 6UFFICENTLY TO STRUCK SUIS-GR4DE TUD PER 6011-6 REPORT b' a -�' ,� __Ti hI I I FOR REINFORCINGFW" SEE PLAN I I •�I M ALTERNATE I _�-_ I i ��•+ IT CUTTNra WiT+•�iOiUT 6PAlLifVG,GNfPr•MKs OR BELOW GLAD V1:RTICAI- WALL TE.4RIPYs BUT NOT MOIL TFE a ► AFTER P��1PItINCs. V 61-k70TH DOWEL x 2'-D' LOiYs • •- • .' _- IiEIt•E't7RCR�ICs• O6G'ELit1L,E COP1G. SLAB, • 24' O/C GREA6E AND WRAP -CONC. 6LA6, L -'14 Dc7WEL8 TO ��DEAM,PLAN 4 4 h s 4'-D' CENTERED M WALL i}q „ • G � c� SEE RAN kr' WIDE CONTRIOL JONT, ONE Er(D OR �'LAS11C COVER SEE PLAN GRADE MATGN VERT 1lEINF. (� CONC. FTG, fy LL, (T/4 DEEP)OR IkV MINM'YM DePTH SEE PLAN J ONE &IV a' b • 16' O/C At •° r------- _ -- __ . h > 4'-D' EDGE M WALL SEE PLAN A ° °d u v 4 q'a A qla , - 4 A 4 4 & u° J ° a • a ul it • (�� ' ' A 4 I r�` 4' - — a 4' •= "MIM VERTICAL MABs APE AT THE `�OC� C7 - `-J O EMBED EMBED ROM OF TWE WALL BELOW THE &LAD, 4 ° 1�1 (i� 0 0 � �Q off-�v c G7o Q p po O �G ro� `��U CAP R %x12xl'-D" TIE VERTICAL DAIS ABOVE TIS SLAB �D - CAP ! tixl2xl'-O' Z C>CDC:, O oo Ca�,`' C7 C�a J nc�,C� cA c� O O C� 1 s , 9 ���- W/ (4) /4 1x4 NIU$. SHALL BE CENTERED IN TW WAIL. o- o C� o ''\ O / / �/ CAP E 4,cllxi'-® I vlRIFY' YI/ I W✓ (4)ti'hc4' N1II.6. PILE PER PLAN - W/ (4) 1/4'1x4' NAIA. PILED PER 6EOTECA4. �. COMPACTep \/ \. C�� \,, 1 , BAti) CUBF�ION //�/ /,(�//\��\�/.\'/.\/iC\ /�•/� VAPOR MAPOWER �i 121LE PER V PLAN- T1T. L� 6TIWCTUm& FILL caISMION CGMPAGTED PER SOILS REPIORCf PLAN 4 ��'�E VAPOR DARRIeR bT'R1CIURAL FILL SUB-QiRAD! PER tlOIL6 IlPORT • 1 Lld TYPICAL CONTROL JOINT 2 CONSTRUCTION JOINT 3 SECTION 4 SECTION 5 SECTION 2 6CA As I' • I'-O' vu-6 SCALe, I' • I'-D' mat SCALE: 34' I'-D' rr>a-2 6G.41.E, >Ap' . i'-O' NY-,t SCALe� �' • I'-O' x 8 B I cm PILE6 NEW s' cv SCJWEN WALL W/ob VERTS • 32' O/C; BELOW i-` AND (2)*4 HORJZ. • 40' O/C— > 0) 6EE U. ARC". REMOVE EXiST. 6LAI5 4 ADD NEW CONC. 6LA15 W/ GRADE BF-AM AC PAVNO CMU '''AA11 '' � 4MN+ t�.••,...�, A a ` - co. SEE PLAN - STEP M _ .� FOOTING �-T 11A �S �L6 T6 COLUMN, V EACH VERT. e ° a �19 SEE PLAN TO COLI/"N 0.1 41 ° • 16' O/C W/ it, PLYWD. v Vw 4 —NEW FOOTMG 4 NEW 6L'OXCi6 M%. 6TUD6 EXIST. CONC. `+-�r�_ NEW CHANCE ANCNORO PER PLAN v PATEN PLYWD, W/D.IDD'♦ `. SEF_ S�1.AN-•� IWu.L EXIST. CON,:. • • • SEE PLAN FOR SPACING-� "' i` i 'ERICO' PAF.'• • b' O/C • \ -- ---- ! `� � y EDGE 4 12' O/C FIELD NEW iy' PLYU0. • ' • I • .• bLAD r r . I _ _-.___-•--__ -.. -- - bHEATHIWs,MOCK 6tH. ', . r• •• '° • N i� / ° 4 ALL PANEL EDGE6- • ° _ 4'-OY MAX. EXIST. 2x.'- WALLC • •• •• ' ' STEP F.. ! • LINE OF EXIST. • " ;f -Gi+ADE BEAM, • GPAD!t EXIST. LONG, 600 6TI6 RACK III/ r �' • ��T.GCNC. ..�• , . . ,• 2-D �- l Z)�4 GONT. X1.4 d h, SEE PLAN I •' �� TILT-UP WALL D.14b'1 PAF. • 16' O/C-,\ i' BTEr•t WALL UI/ 04 NEW C•a'>�+ ♦fid. • I ", •� .• / VMS. • la' O/C 1 EXIbT. CONC. �^ SEE PLAN • TO COLUMN, _ - 2 j i. ♦ • - r - - ---� � -- 04 • 16' O/C WORZ. a-� r/ • , ,• •. • I 1----EXIST.FOOTINGS AROW. • 1Elf'1Ch/E EXIST. SEE PLAN- I AT ED�sE6 OF ° FTG FLUSH TO -RECESSED EXP. • •I , !-- .- _ _---_ _ • • 4, JOINT MATERIAL ! • • •. • EXIST. WALL • WALL PANELS • IJE1U COLUMNS AROUND COLUMN 4 ° 9' MiN ' b' MIN. ° CONTROL JOINT OR FOR ADD'L INF(--*WIATION, PILE PER �� CON6TIRUCTION • • PLAN FOR ADVL PILE JOINT, SEE PLAN- PILES PER 1 j I SEE DETAIL araeo �W FTG, A�l�CII MATIgy f'feE DIITAIL 3/bbt) PLAN '• CLR n SEE PLAN 0 W GRADE - c t BEAM, 6 SECTION JOINT +� INTERIOR TS COLUMN! 8 SECTION SEE PLA" 9 SECT110N AT TENANT BUILDING Ira SECTION U1 D -. 0 SfwfllL.t. y' • I'-D' aGALl, 1 • 1 •#D '^'-a SCALE, by' I'-D' -a+ tri-n SCALE, sy' • I'-®' Q D ® C a W `k I �4 DOWEL6 (c 0 4 T6 COL. • 12' O/C 3'-m' i CONC. C;OL. 3D' 04 TIEt: 1 SEECADI%IC.PAN Now •4 DOWELS TO • 12' Oh: rW -EDGE REIw- MATCH VERT.MEW. � 2 Gt_R I I SEE PLAN I•ER 6C•HE.DUI E ___._ _-� _ SER Ai CIW. -- I • Ily' Cd.R TO • - -_-""I _ 4 CCIG.COL h: EDGE R_ TO _-_ I• ---- - 6• i7 4• , p.,_ �, oo� Qevoe Ra Ialona I I i 1=1 I �� l2)�4 coNT. ,;- Te caL M AT TOP _�1 I 1=1 1 . T6 COLUMN, T6 COLUMN, 3D'♦ CaJG. Iw (?)�4 GONT, a0 o e�,G) '+' QPEFW I r a' cM1,1 W hLL, SEE --I, ' 4 x 90' DOWELS W/ SEE PLAN SEE PLAN COLUi-IN o e � 121 00 �-- 5* EMBED INTO EXIST • � PLAN 1 SCHEDULE FOR EXISTING &LAO -I' 1 1 `(b)•1 C) � �� IL.L1•ftb CONC. RJSTALI_ . \ o REIN1'ORCMCi. SOLID t WALL TO REMAIN- Ul/ SRIPSON 'SET' ADHESIVE ' A r----- VRRTICAL a' GONC:. WAIL UJ✓ w(-D VARIES GROUT BELOW dRADE (SPADING TO MATCH •4 • 12' O/C EA,WAY lh•a'-D' MAXa - IZ' CMU WALL, UNBALANCED FILL - VEt, RlEMF.) • r-•4 DOIIELa 32' O/C •�4 TIES • IZ' O/C VERT. 1 i ME PLAN FOR 4 4 LAP REW. 24' 8' C-OMC. WALL W/ r 6'-b'x9'-D' �P'iOVE EXIST. � 0� ' ' AC PAVING, 04 • I2' O/G HORIZ., Ct)NC. SAW. 61.AS A6 REA'D BY OTHER6 SEE SCHEDULE FOR (6)01 VERTICAL. •/ l5)'s • TOP VERIFY W/ ARICH. r.OPIG. STAIRS 4• 4• 1 DOTT. - ° ON GRADE VIER?- REINFORCING ° y • - - - -�- -•14 DOItIEL6 TO I r _y i TERMINATE VERT. RE". 1 .0 - Z' CLR - -------__- - MATCH VERT. REINFJ ---------- • EXIST. GLAD _ •_ n M FOOTING W/ 9TND. �� • .' _ - - t0 REMAINL`I I ALTERNATING WOOK --- UNBALANCED FILL. WALL _ _ I'-b. •^ " ° '6 SLAB DOWELS . ° n' VERIFY ( .• • • •• 1 • • • • li' O/C 12•�— • ♦ —moi••n r A••4• r i—I �. oar rt�aoo COWADE BEAM, 4 a ftIi4s0}aCIPiG SCHEDULE -- III-1 I 1=III- T 12x1a' GONG. FTG. ,• • CONC.RTr., ^ , SEE PLAT! h s 4'-D' 'b • 24' O/c —I l lhI I� I h a W/(3)�4 CONT. • w " •• . , SEE PIAN • -P,•►•et at. E _ CENTERED IN WALL _ I—I(I•—I _ ,' ' • • 4'-D'<h s i'-A' b • b• M/LLA4LL • •• E DLb At _ __--- . �' ,.LR • • CONTE MA" n CENTER - --, _ 3' GLR •1 DOWEIS ' 'i u• ii•' . • _- i ii n• ,• • IZ• •• • • • EXIST.FC(`TMG EA. VERT. - �� ,e n •. u ,n rr 4' 4' J. • y • b' O/C AT INSIDE TO REMAIN h > b'-D' FACE OF WALL A 'S • 46' O/C 12• • _ _ � M� ' EMBED EMBED OUTSIDE FACE OF WALL WALL VERTICAL - _------..-__ __ „ `-CAP IE' soxl2xl'-D' CAP E si�xi2xi'-m' - - -- RIRWORCMCs 6Cow.1>ULE I--• - - '- W/ (4)14'1x4' N.W,6• I W/ (4).0/41#),41 N.W.6 en«t rltl• PILE MR WALL HEIGHT ?RT REiNF. PiLE PER FILE PER , ! PLAN FOR ADD'L MuO. ID'-12' '16 • 6' O/C PILES PERALAN--� --- PLAN- / PLAN 1/ WE rETAIL 3/SS.D a'-ID' 'E • 12' O/C �` ' I ' �Msl Mn. T LE66 THAN a' 45-• 12, O/C 1i SECTION 12 BASEMENT STAIR 5ECTION I3 5ECTION 14 SECTION i5 5ECTiON ►r►i-at SCALE; s4' w I'-D' rJ. vm-ss vu-36 6CALE: by• • I'-®' S• -'s 6C.ALE, s4' I'-D' S• irx-� 6CALE, sal' ■ I'-D' S5 . 0, f 5. SCALE: a' I'-Q)' J. • ,. 't>2•.d '4.N'w +a•,o•9{;�,WNOG 4 :.,yG41M#kbkN17!fi,r7 _.. .» ' .• _.•.a" .. . .. .....,,, '^..4.IF �I'i{ibc�. ,� �•yPl�'t,lr9tc.•-'•• ...ws.au+a•',uYC•W: �.r•,,.iA,."`.ny�,wN{_s..•i•'wrc.r,.�l.,�" �•' ' �� � , i••.x .•�nse++n.� 7 1 10 16 Ili 1�tt11�11,1!{iI Iiillllllllllll IIII VIII! lllllllilllll I f I i • I ,. �•. I I�IIIIIIIIIiI ltillli�lll� I lllljlllllllllll,iiIiiIIII II j,� i N iIIIIIIIIIIIIII IIiIIIIIIiiIIII IiIIIlillllllll i1111llllilllll IIIiIIIIiIIIIIi Ilillll�lllllll (lllililll ' �nni�I F ild Hill Inln � ndl�i�nr�ll�i�ndl n � � '+,.,..�,. . . r dil�HHld�i rnf�Ih�I1l�uldiffi�mhlTiNn�lilfi�md�Inh�i�IndiRl��inh6dunhro•rh�nohlfilnrd��nHh'1�i1 t - ,....+..•.,,....s...., .,..........-.w+...w.-raw. •..w.,«....wrr........••.....—.-..., ...w .,_ '. ... - y�.,�.r YL41f4"i'36i:�' �"4 n:.. id, m r. .,,--.,.wr.- +.++wrr....: +. m.....,r,r.uwr. •w.....• .rrw -w. mow,.,, w' -a ..L ep,{w.: .rP:' lY - •-.-^..rV■+.f.r+.wr!• ..., ..........w. .,,.w.•+wr.. ..v,v n.rrw.,w.....u.•...w:w_ ••.+., . -.w.nw,...-..w r...: ...ww ».+...+rlwwr •rw..rwvrw,e.-°,.n,•...i+++-•.«mw F ii 3 _ — 4 6 DECK x�IAtr • 11 ATTACH ALL (r'IRwNG,MEc:tw! 1 ECT.)CQ'ICI?IrITiRATED LOAD!! WELD DECK b' O/C u T2s TO TWE JA16T WITH N 4'OF T49 JOIST PANEL. PONT OR • ENE) LAP'S, TYP- PROVIDE PROVIDE STM4EiER L A6 GWOI N.FOR PREXCEEDING INTERIOR EXCEEDINTERIOR ?' MIN.LAP useocw b TOP CHOIID 20 PLP.OR E2UAA.Cd%C!'Nrst NOTIFY THE STIO IGTURAL BJPsMlER PRIOR TO INSTALLATION, TYPICAL.. SlX'r'ORT • JOINT,TYP. WHEN GUTTING (2) RIGS CONCENTRATED - - - - - PROVIDE RATE: 11 `qq NKAROT TOP LOAD 'L' PANEL POINT A. - -- - 3/Icix24x2'-0' UJ/ lU is Gi01�PANEL R'IO6iT T&i SCREW EA. RID R t11% "wm P*mL row �— WELD DECK + b' O/C o i EXP: S/30/U1 --- TYP � t�F tN (l)R:Id CUT (NO RELINE. R'EQ'Di / � p F FONT - INTERIOR • (2)RID CUT 'RE 1W. WV 3/I6' IE) - r"' A TYP 4' MAX.FROM 8l1PPORr (3)OR MC)RE RIDS (PROVIDE-- _ L / �L`� PANEL POMC ^ 1 - - _ r�'t L FRAMING AS SHOWN) y � PHIL i "WH PANEL WELD DECK • b' O/C L 4x4x�xi'-m' (MAX-) 4 CITIM • CONT.PERII~ETER DUTTQN FWC.N C)R TOP • F 6F1. BOTTOM CHORE SIIPPOIRT6, P 69AM WELD A6 NOICATIED COMC IIINTRATED RiAIlOT DO1T. - ON ATTAC 1 ENT GCW�p, If LOAD --- ^ Cw0m FWL PONT INTERIOR `FIELD WELD O a ~ PIPE OR OTHER SUPPORT VME��, NIG•aL GOTH &IOE6 OF .. w EQJWW ENT _ - -- - _ JOIOt TOP C*k71tRaPIPE�E IUN"ENT EXCEEDING 0 PLP PARALLELNftl TO J0461 SHALL BE CENTERED BETWm JOIST 1 - L 4x4x�►xb'-D' (MAX)A SPREADER 1*16 EER NSTAI LED A6 SHOWN FOR ((JJ ANNFOR PIPE6 20 PLP OR EQILAI_C,t1 OUP11`G6 NOTIFY THE • SEE PLAN- 14' DLK'G, SECURE MECH. UNIT6rRUC1URA1 ENGINEER PRIOR TO INSTALLATIONL,1'�'PICAL. L:V•12 TERC 6CIREtUS Dl' OTHERSPERIMETERGcJNITiRACTOR TO'bERFY LOADS 1 LOCATION FOR EQUIPMENT SELECTED W/ N ORMATION SLI�RT LME NOTE: a • T7P 4 - _ • Y!'PER FLUTE CONN PER MAhRF. 6WO9,W ON PLAN. W)TFY STRUCTURAL ('4w EER • JOIST SUPPLIER OF ALL C*A AW CONDITIONS. w_ _ -_ - _ _ -r —� I I REOCI ENDATIONS z 2.JC46T SU"uLEIQ as . INCLUDE WEIGHT OF 6dFF`OW(TED EQUIMIENT IN THE DESIGN OF 3. bEADM,.4 `Ms.�sA VA TO DE NSTALL.ED PRIOR TO INSTALLATION OF EQUIPS ENT. - _/11 P �?-12 SEE PLAN 4.DUCT11 OW SMALL. Nt,i CE RM FR21 THE STEEL R7OF DECK WITHIN b' OF AN OPENING. WELD DECK 6 NOTES; VERIFY SIZE,NUI IDER AND ►�I 6. F 'L' 16 d11EATER THAN 4'MELD WELD EXTRA WEE.MEMBERS AT CONCENTRATED • CONT. PERIMETER dUPF'ORT6, ,�. I.ALL WELG6 SHALL DI: k'♦ PADDLE WELDS,UNLESS LOCATION OF ALL OPENINGS I I LOAD LOC4TIo",USE(2)L 24x3/16. NOTED OTHERWISE. W/ MBCN., ELEC. • GENERAL b.JOIST G40111"ARE NOT �IaED FOR CONCENTRATED LOADS-EITEER PLACE LOADS AT PANEL 2.ATTACH DECK • b' O/C TO STEEL. SUPPORT6 ,4ROUND CONTRACTOR A- TYPICAL MECH.FRAMING, POINTS OR ADD EXTRA WED M1R'EERm FROM PONT OF LOAD TO NEAREST PANEL PONT PEIIMETER OF ALL OPENIN26 ^ SEE DETAIL 1/61 � FIIOOF ,016T, N ON OPP1061TE CHORD. 3.ENGINEER IS TO BE NOTIFIED IF 36' WIDE DECK 16 NOT USED. ,t•�1 PLAN 1 TYPICAL ROOF EQUIPMENT SUPPORT DETAIL 2 T T'PICAL ROOF DECKING FASTENING 3 FRAMING FOR OPENING IN METAL ROOF DECK 4 MECH. CURB SECTION 6 nu-� N1T6. (p 1611-te KT,6. 6. 1�-• KTA. lru"t0 SCALt� P • 1'-D' ----- B 1 PLAN —CAP 1 FLASHING PER ARrGN � � �-le 4ixSx3°-ID METAL DECK I iN8/1�8)CENTERED s: L 4x4xI/xCONT. LEC<WR C0� SEE PLAN ON J016T • S:M. W/44"0 x b' MIN. EMBED (Q� (31 SIDES}- CZNTERED'ON PER PLAN ; . ` MTL. DECKINCs, IRDER MTL. DECKING, SEE PLAN SF.F PLAN (2)3 IN1\1 1 _ 3 vu ? ROOF GIRDER SEE PLAN - - - (2N IN BOND REAM RIOOF GIRDER I 1 I 'J'MIN.BEARING TYP -EMBED E %x6mV-6'W/(2) 6EE PLAN TYP. i EA.GIRDER CMU WALL (2)yr ,; •�' / �ALL,COR141".PROVIDE Emm" OPQiPIGS ROOF JOIST, / I � I � E 1►x8REC W/(4)L'0 PER PLAN 8EE PLAN � t 1c7P1 DV MLAA ALONS TWE OPEN OF THS OPENINGS >• W fV A325 ERECTION BOLTS lyy CMU WIALL, JJ' MAX. r MTL. DECKING SaE FLAN•-) ROOF JOIST, � M PLAN 'w l ----� ( co �x# A301 SEE PLAN SEE PLAN E •4xbxm'-6'DO NOr (2) /4 • A3m1 r6 rRELLIB, 16.1.2 TO BOT.CHORD ERECTION DOLTS SEE ARCH. I I OF ROOF GIRDER rl'P. '1• V • 'r'4 (� — I ROOF GIRDER I I _— 2' SEE ,'LAIN- FOR LEDGER • COML fi1RlO 1 I I INFO. 6EE DETAIL 12/860 E'10GT . a $4xbx0'-6' t 11P. I T6 COLUMN, SEE PLAN p0 NDT Wtst n TO ( 4x4x x 6' MI W/ 150"Ol 1 C 4ORD (U•i4'♦ x b' MIN. EMBED OF GIRDER 644 5 JOIST / GIRDER CONN. 6 GIRDER / COL. CONN. SECTION 8 MISC. WALL CONN. 9 SECTIO 10 SECTION - b W10-12 OCAAAt P • I'-0' 6. �-1J 6CiALEt It • 1'-D' 6. �-1• 6CALEc P ■ 1'-O' �p lAl-1• �E: I' • 1'4Or �p VU-11 6C.ALEc It • I'-D' b A� 1 ` It %yx13xID'-10' W/ SEE ARCH. SEE ARCH. (4)•64'0 A0.'• W/ L bxbxbAdtxCONT. L. bxixbA&xCONT. b' MK EPIBEG T6 bxBLK� BETWEEN A.D.W/ WA614ER IN BOTTOM OF •q'0 A.D. W/WASHER IN BOTTOM OF 2-12 TRIASE6 16d • 16' O/C I 13!16'0x3' VERT. SLOTTED HOLE. 13/16'0x3' VERT.SLOTTED HOLE. FINCoM TKsHTEN 4 DAMAGE FINGER TIGHTEN i DAMAGE 3 2-I2 R 46xFLG. WIDTH, (2)% • THREADS,SPACE • 24' O/C (2)% • THREADS, 6PACE • 24' O/C JOIST, BEARING PLATE SEE SHEATHING, �^ u NOTCH E:' FOR WED ROOF mom ,::.,:;, , . SEE PLAN V, 0 l2)8x4'-D CENTERED SEE PLAN ! 4yx9xD-9 W/ (2) 12 a BEAM W/ SOLID ;�- 3 A1O6 x Is' BARS MAX I'-O' OF BEAM, N ' - GROUPED CELLS - OPTIONAL SEE PLAN 2' >�- 4 2' Y ��RECTANGULAR IE 3 ,-` 6' JOIST 6' 01► 2-12 4 r -- -` 11/4' TIMD£RMJ01 T ' ! ' RIM J016T TJI JOIST iii NLS J016T -s� - - 1'_I° SEE PLAN `-STL. JOIST, 8' 6' �' I�' TYP. I' R SEE PLAN n 1 CMU WALL, 1' ---- ♦ • % .. .. 1 SEE PLAN E Itx4x&-1' _ 14• 2 -. - #W Tom' 2x6 FRAMING (2)lid TOE NAILS � Q �---STL GIRDER STL JOIST, O • 16' O/G W/ Icy' EA. JOIST, TYP. SEE PLAN SEE PLAN 9'. 10PLYWD. PER PLAN ru ROOF TRUSSES, XTYP_ DNL TOP PLOTS GIRDER 1 ! �' CM EXTERIOR WALL, NOTECMU EXTERIOR WALL, 2' _ O SEE % AT BOTT. � SEE PLAN II• SEE PLAN _ 6EE PLAN — OF LINTEL • (2)116 CONT. MIN.VIDEO FOR A.D'e NOTE;. J D • 0' CMU, b' MIN.EMBED FOR A.C'• +E Iy' D__ • TOP OF WALL • 8' CMU: i' � 11 BEAM / GIRDER CONN. 12 SECTION 13 SECTION 14 JOIST / WALL CONN. 15 JOIST / WALL CONN. 16 SECTION w ��� , �- 6- 11,•10 6CALE: 1' ■ i'••®' (p, nit-m SCALE: I' I'-D' �O. '�"m SCALE: It . 1'-D' t SCALE: It . 1'-0' (p W-27 SCALE: It I'-D' 'Olt 1F1i-� SCALE, P • 1'-D' w u 19 19 8d • b' O/C 2x6 FRAMING (2)%xb'-D' WELDED • 24' O/G ad • 6' O/C Ib GA 4x4x CONT. ANGLE �, TO EMBED RA EXIST. PINGS 1D. W1 •Gt SCREWS • Ib' O/C TO �• TG-� DO NOT SPLICE 6FEAtHING � R e Y I � I O n ✓/ tll STUD M CENTER OF 2' VERT. STUDS * Ib' O/G - 1 (1)L. 40 PER PLYWD. • TOP SLOTTED HOLE.(SLOTTED �SHFET OF WALL PEMT NOW 1Z1= NOL. M ANGLE) r .moi ♦ ---WF BEAM, im NEW ROOF NEW ROOK` SEE PLAN jmj,�X maw iODX(:2D MTU. DECK 61M1PSON 'T812' • 48' O/C DEC.KMG SR1PbON LU626 STUDS '• M6' 01G W/ b SCREWS _ _ • TYP. TC-U4• HANIGERS L bxbx!>/IbxCONT,WV • • 6 EXI6T. ROOF (AGA TRACK W/(2) 412 SCREWS • 16' O/C M Ixbx0'-6' co�7/ F'IR.AMING BID 6CREM EA.STUD 1 M CENTER OF Z'Ox3' YEW. p/C "12 9GREWB • li' O/C E �x�T.� (2)NILtI 'XDNI' PAP. SLOTTED HOLES M M1tsLE 4 -.0 • 16' 01C NEW %, PLYWD. `/ I)'Ox4' NWA. • 32' O/G I � Ix4x2'-®' lU EXIST, IIx20 � 7---- + �,•� % SIDE OF WED BEAM IDd • 3' O/C - vVx3. SCREWS Fr-- NEW JOIST PER PLAN EXIST. 2x4 FRAMINIG --- • 12' O/C (NEW BEAM • SIM.GOND.) • 16' O/C EXIST. �--- 1 GL BEAM _ — ��— D�PAM DW ---. --T -rte--� — - -��� r n•otid—ll�y— —L 11 11 L--------- IDI • 3' O/G PLYWO. ��_.-..� JLyfl! NEW bD0XC16 MTU. STUDS00" 1215im TO BEAM 1 l I lyxbx2'-m' • Ib' O/G lU/ Vl' PLYWD. 6ODXC2D MTL R - Prol"t be. - p•1• 1 s FASTEN PLYWD.W/ 0.100'0 'ERICO' • 16' O/C 2x4 Bl.l<'G • NSU) 4'0 A.B.' TOP NOTCHED FOR STUDS E PANEL EDGE • F30TTCM • 24' O/C UP WED PAF.'• • b' O/C EDGE • � 8��CT1CX'� 2x6 W'NEW ( STAGGERED - - _ =-, NEW 12' CMU �� 12' O/C FIELD-- f EXIST. �,• NEW SHEATHING 1 SIMPSON 'LU626' F--- EXIST. 'TJH' • �'L PER R'H' AM DETAU W Q4GER6 EA END -' ROOF J016T NEW CMU EXIST.GL BEAM RAISED OF BEAM, I TO LEV1=L OF EXIST. ROOF I (2) LAYERS OF BLDG. WALL --S j GOLDEN GAP, SEE PLAN en••e nei• I PA15VR BETWEEN BEAM I flEE DETAIL l/Sb.O EXIST. 'TJH' I AND CMU WALL I � --EXIST. 2x6 ROOF JOIST I I - WALL TO REMAIN --TS COLUMN, FNM NiO. ® —Al� �� SEE FLAN S6 . 00 18 SECTION 19 BEAM / GIRDER CONN. 20 SECTION 21 G�FC ,LOIN �SECTION r �^ SCALE, 24' I'-D" �D, NU-30 SCALE, •9' • I'-D' �?, YFU-32 SCALE: 1' I'-0' (v. '"-1a � SCALE, •4' I'-0' �7. " 4-59 &GALE: 64' 3 -- 4 :,..p ,.+Mc..y_ .._::.hl: _ - , • ...w'nrT., .....- -•..a ""MidbM'tl'...-.u„ .t,... y_. yy.•----Y.....-f++.^ r� • n' v 4 is • -. - Ili II I1111�Mi�lilNli lllllllllllllil Illil,�� VIII 1111iIlllll(I�I 1�1111I1111111 IIIIill�ll`i : I 1111TIII1111111 Illi!Illii ''++ +1Ii' •1 ' L .,. ,.. ��, � . I+�:....,�Ill�lilllll IIIIIIIIIIIIIII�II,IIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII , . �tl11b1 IMI( 1111 N 1111 nlll it1�llj�lllllllll� ilp IIIIAi1M11 M Igd�iiln111iunllIihlWl�nnllanlilItindllTi�unliRiiuolll�ldtiuilud7R11unIliflluulmillti11nd1iri�1o1h1nnlsl imdllS �. p y • t !K: r y,.,� ,.,� .:�....cwau,.:r++.w�..w.,..,.wnw •w0+-.i.wrwn.r+wr.r.sr.a.....,.,wsw s...a•.wrws.,•._... .•em,+rcnu..x. ,....,...,,•.-...-..w---nn-....,-.,h-...w.. .,v.,...e..w....w-.+.w..++.r..w..... ..... , .+a.r..+wr•.,.wwu. .-..»w....--... r � •aM §/' ',F'. - .. •. .. ..Mw.r. "r�;e+w��:K1'r•u�Jlh.wNW +�,'.••.•�w„- tw.. ..�.i+,.•�i+�i�+L�r.;ryy,+e..aw ... . ,til^+••. � R• 1 ti ------------------ • 0,14 \ c 16074 6"Wr � �- OREGON - \ UTILITY STATEMENT - - \ \ THE UNDERGROUND UTILITIES %4OW,N ARE PER FIELD MARKINGS AND RECORD o K \ DRAWINGS PROVIDED BY THE RESPECTIVE UTILITY AGENCIES, LOCA i1ON OF JI . 1�. 71ST AVENUE � \,n \f' NON-OBSERVABLE AND/OR UNDEl::GROUNO UTILITIES ARE SHO04 FOR ,�,s• WFORMATI(Xd ONLY AND ARE NOT I.AIARANTEEU TO BE COMPLETE OR ACCURATE. 12-31-00 RENEWAL DATE EXISTING FIRE e // CONTRACToR SHAM POTHOLE TO VERIFY LOCATION OF *1 c LINE VAULT \ \` UNDERGROUND UTILITIES PRIOR TO COMMENC114G CONSTRUCTION �+ ALL PROVIDE WI]II COMMTAMI V4C. 72-HOURS owII ! ` \ ♦ GRAPHIC SGAI.� NOTICE OF ANY POTENTIAL. CONFLICTS. - ADJUST TRENCH DRAIN GRATE TO v 6 N I CO NN FINISH GRADE WITH EXTENSION = ` _ $ I I ; _ SUB-SURFACE DRAIN PIPE RIM - 282.00 RISERS. TG-281.0 I I (SEE NOTE #3) 120.00 L.F. IE - 280.0 �� \ \t'y \ I It" - ao tt I. PARKING LIGHTING PLAN PROVIDED BY ELECTRICAL ENGINEER. 2. COORDINATE ALL UTILITY SERVICES TO BE ABANDONED VATH RIORTIHE APIIATE UTILITY NG OF ANY CONSTRUCTION.IES AND ENGINEER 1 ' UR.-SLOREACE DRAft 8" PERFORATED 3• PLACED ON TOO EXISTINGCONCRETE PIPE SLAB To LEFED T IN PLACE. FILTER C. ZR SIB-SUWACE DRAIN PIPE ' Y ' 4. THE LOCATION. SIZE. AND DEPTH OF SEVERAL EXISTING UTILITIES ARE U►..X;:v14 r (SEE NOTE #3) 230.00 L.F. - ` . BASED UPON AVAILABLE RECORDS AND FIELD INVESTrGAT10N. VERIF`� SIZE AND LOCATION G' ALL EXISTING UTILITIES ENCOUNTERED AND PROVIDE INFORMATION TO ENGINEER PRIOR TO CONSTRUCTION. FOR THE UTILITY IN QUESTION. 5. TENANT STORE UTILITIES. IT IS UNCERTAIN THE SIZE. EX76AT. OR LOCATION OF n 1 �' �' EXISTING UTILITY LATERALS SERVING THE EXISTING TFIJANT :SPACES. THIS o I �- V `� INCLUDES ROOF DRAINS, SANITARY LATERALS. WAitr: gERYWS. AND POM AND 0 I y ( _ PRO1T C � REUSE 3 -`- --- 0 I - El05TT1 STORM UNE T` u - -~- T~- -- \ COMMUNICATION ONES. CONTRACTOR SMALL VERIFY THE ENO:' - ALL ABANDONED cam r O LINES AND PLUG THEM WATERTI(MT. PROVIDE LOCATION INFORMA.ION TO THE i - _- I ENGINEER PRIOR TO CONSTRUCTION OF UTILITIES. u 1�I.1. HSIZil1. AT OLD --- u I I CONNE ON POINT) i-_ " c� ♦ �y` 8. SEE SHEET NO. CO.2 FOR DEMOLITION OF EXISTING UTILITIES. r - Rlr�: - ---- -� -- ---------- \ u 1 - I __M_)?ISTING _ 0 _ \ a B ( 3 I ( NOTE N�..) 8'1E - 79.20 c) I ! 1 S�.AO>< MI LEGEND (NOTE: SEE SHEET NO. COA FOR ITEMS NOT INDICATED) I r----- -� , ---- ♦� \\ ` PROPOSED MANHOLE -- o -- ^ ` • PROPOSED CATCH BASIN ,..� I W CC --- - CB \` ' • PROPOSED CLEANOUT 3 i CONNEC TO EXIST. �1�1 - 278.8 �. \ �..�.�� PROPOSED STORM DRAIN PIPE M I r E - NOTE N0. 4} _ 278.33 kPROPOSED 20. LF S - 2.0071 \\ "/ ` �•0-� PROPOSET? GAS UNEP EX. 8" - 272.42f -- � I d�\ � s \ \ �1/'�� � ARD ROOF DRAIN DOWNSPOUT LOCATION � 1 \�y \\ ! (EITHER EXISTING OR PROPOSED) Q 1L ------ TSG - 2 8.4 ------ - -' I 8'IE�• - RIM - 275.2 I I CO #8 43.50 S-2.00% MIN - _._ amI 2Tt.80 I (� I 281.5 _::_7 - 19. LF S - 2.00x �a /� ♦ \ \ rc i 1 IE - 280.40 - v 29.8 ' F `' __ _- --- - �_ ` \ \\ sP \\ _ - w r U4 CV J 1 CB 8" SD NECT TO EXIN� _ -U I F TGa 75.9 S.9.06X 1VOTE N0. - - [L. \ t3 UG SOS 8"IE - 274,9 RIM 274.8_ �� (� S. I '1 CO #5 i 654 270.BOt -���� RIM - 275.5 v� ( � I r:' ••j;, I IE - 273.50 -� :r •.: .? I 164.8 L.F :" ' ? - S -5D- SD- u --�- --� \ 3 DO IrSTIC .:. ..: INSTALL FIRE HYDRANT. - U) '' I C�\ WATER -- -- CONN CT TO EXISTING WATER 3 ( UNE NOTE NO. 4) 8 G.V., THRUST BLOCK. \ -_ �� ♦ s \ I t- �. • o �. .. ,,r w W -- -r_�_ Oil` \ � .00I \ RELOCATE EXISTING Tce 06G 278.2 \ _` s� \ \ + ! �'' \ M - 2 WATER METER. 8'IE 271.20 \ \ \ - 5.�. 72N I COORDINATE WITH 40.00 LF S-1.00% SS----- 5S I TUALITAN VALLEY ,r - WATER DISTRICT AVENUE 3 9 \\ \ \ R - 3 � }; � �#gOCATION MAINTAIN EXISTING ROOF . O 1 \ CONNECTION TO pINSTALL (2) 8 45' BEND MJxMJ \ \\ RIM-280.0 EXISTING ROOF DRAIN CONNECT TO EXISTING 8" FIRE WATER UNE: S WITH THRUST BLt><.i�S \ \ HO 8" IE ROOF-270.25 DRAIN PIPING. I. PUCE THRUST BLOCK. 2 INSTALL 8" GATE VALVE. MJxFi.G. 33.08 LF 8" DI \ \ 1 8 3. ABANDON UNUSED FIRE UNE TO THE WEST. \ CO /1 Q g 4. PLACE BLIND FLANGE AT WEST END OF TEE. 44.84 LFj 8" DI RI -2 0.9 ' ^ 00* 10.75' P UM N P T \ \ \ I i I I 10.00 i NO P1 1 F7r'ON IN ATI / \ \\ I ! I �° Co On . o \ I I - RIM-275.0 �� CO 7 \ \ CC I I r 8• IE -269.25 �� PROPOSED OPEN AIR _ � ,� CONNECT TO EXISTING I I cn SALES (OAS) LOCATION `� CLEANOUT (SEE NOTE NO. 4) \ \ \ D (SEE ARCHITECT PLANS) 0 S RIM - 268.9 \ \ I I I K 8 ROOF DRAIN -T \' EX 8" IE (N)-284.48* I j ! PROPOSED \ e. Os \\ \ W NORTH EXPANSION \ EXISTING FRED MEYER STORE 77.00 I I 3 (SEE ARCHITECT PLANS) -- o .--SD-- - D - SD \ \ 3 1 1 I (SEE ARCHITECT PIANS) PROPOSED SOUTH W s-2. _ \ EXPANSION - \ \ \ 8 (SEE ARCHITECT PLANS) ") CONSTRUCT NEW SANITARY \ \\ MANHOLE OVER EXISTING UNE 1p \ CO n (SEE NOTE NO. 4) I I I iA CONNECT TO EXISTING � RIM ' � I _ 18.00' XISTINGB E TNRU(N-S)-253 571 s I PIPE (SEE NOTE N0. 4) -T- I I RIM-269-0 REPLACE EXISTING PIPING WITH CODE -4- \CB #10 I 1 I EX. 8' IE-288.401 COMPLIANT MATERIAL TYPE FOR MI -254.85 8" ROOF DRAIN ISTALLATTON UNDER SLABS. MATCH f EXISTING SIZE AND SLOPE. �, 8. LF. By S-1. MIN. Revi • lona I I I `--ss I o \ CO �r12 I I I RDIZZ Co h1 ABANDON EXISTING MANHOLE AND - -S _ XIS NG SA IT Y I I �•.` RIM-288.4 I SS - G---.-- SANITARY LATERAL VERIFY SERVICE IN 5.00 -- -`=-i�� EXISTING T TO 1Z-1�-O0 • USE PRIOR TO ABANDONMENT. SS-- __�-__ 8 LE 284,9 INSTALL 2 BLOWOFF. COORDINATE WITH I I I INSTG i-L FIRE HYDRANT. ----- YT TUALATIN VALLEY WATER DISTRICT FOR _S,"'-�----SS-- --._- EXISTING PIPE 1 1Z4?aA 8" ROOF GRAIN I I r 8 ROOF DRAIN \ ACTUAL LOCATION. / 0 (NOTE N0. 40 8" G.V. dt THRUST BLO(,'K i I I I 8" FOUNDATION AIN \ � G _ �� T(,-2x1.9 y � NEW GA5 UNE AND METER LOCATION CONNECTION i i'- 8"IE-280.9 1 by f \ 4.00 LF. (SCHF MATIC LOCATION ONLY) COORDINATE E STT G UB COA R NE I , TG-288.8 WITH NWNG FOR LOCATION PRIOR TO W _. y '(DOMESTIC) - I 8"IE-265.60 INSTALLATION. INSTALLATION BY NWNG. SEE \ - _ (SH T NOT P2.1 FOR CONTINUATION OF -----�._._-� 1 ' 90.7.' LF. \ I 21 r. . TG-284.35 \ G -_ ---- G G -- ,� 1<1 �� 8"IE=283.35 f• �� ` - I T __ _ CONNECT 'TO EXISTING c� INSTALL DOUBLE CHECK -' --�Sp --�►�1'---- -- - UNE (NOTE NO. 4). OJ, INSTALL \ \ \ �r \ • �• FIRE HYDRIN �• - ---- ---------------- J`� r ch .e er I I ' --- DETECTOR ASSEMBLY ' nn�z) CO #16 �� �' CO #13 1 � \ RR, \ -�, \ 98134 OB.25.L?0 I I I ! .24 LF r TG-289.8 ,_ 0 0 � ti � TG-288.8 E I I I I 3 - CONNECT TD EXISTING CO #15 115.55 LF 12" STM CO #14 CONNECT TO EXISTING PIPE (NOTE NO. 4) \ N \ Prol.rl No. 00 I I COillil PIPE (NOTE NO. 4) TG-289.8 TG-289.5 \ } I ! CONNECT TO EXISTING 1348 LF- END OF FIRE LINE, (SEE PLUMBING PLAN EXISTING TENANT STORES TO REMAI \ \ \ OW erTE uTILrTY PLAN I I - PIPE (NOTE NO 4) 12" STM _- SHEET NO. P2.1 FOR CONTINUATION) ( \ RD \ _ NEW TENANT RISER I I ^}RIM-X2153'-.88 6T e^(' of ROOM PER TRISER ARCHITECT 01.6S HO ` �--. B- f DRAIN LINA I I CONNECT TO EXISTING WATER MAIN, 0 I I 6" G,V. Fl_G.xFLG., THRUST BLOCK. SLOPE AND SIZE TO BE Flt ID-- -•-- �`"- �E STL,�K� No COORDINATE CONNECTION BL T-VI TERMINED DUE TO UNAVAILBL.E EXISTING OH III-"- ON - OH '--�' CONSULTANTS nc DEPTH INFORMATION. COORDINATE � .� ...�,.� � -� �Q-•-� � � �p�� _ 1H ENGINEER PRIOR TO CONSTRUCTION. ---- -- � � ..�., M _ ..- -" -. 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