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I <br />SEE FDN RLAN DWG S-01 <br />v <br />6"__ 8 to CONC CURB, <br />Typ Typ TYP (MAY BE POURED AFTER <br />r PRECAST PANELS ARE ERECTED) <br />r <br />IN n <br />,__1 2-_1 12 <br />211 4 <br />Xon None - <br />W8x21 (REF). TYP AT <br />A-2. A-3, A-4 & E-2 <br />PART NO <br />F <br />mmmmm� <br />DESCRIPTION <br />L 4x4xy (2) #5 CONT %Z TIVIM) d6 rlu-74 w- I d---J NO, R.F. ST.-BLDG GENERAL NOTES (COINT FROM DWG B-18309-S-01) <br />#5 0 12" OC 4 CONT DET s 2* 2" TYPICAL AT A-3, A-4 & E-2 <br />W/ STD 180- HK­ 36"0 STUDS 0 18 OC, 2" SAND #5 0 16' OC q Iju-*0 HOLES FOR 2-AB-%"`0-T3-3" <br />T`yp CONC SLAB 2-R"O A307 HEAVY HEX TYPICAL AT A-2 <br />#5 CONT EA WAY BOLTS 0 3" OC If TORC EL 111'-10" H. GROUT: <br />on 0 CEMENT GROUT SHALL BE <br />EL 111'-1 hx6xO$-6* "SET GROUT" AS MANUFACTURED <br />I I \\N.. ... - .41 1, <br />TACK TO <br />BY "MASTER BUILDERS OR EQUIVALENT APPROVED BY <br />v INSERT <br />01p, OWNER'S REPRESENTATIVE EXCEPT AS FOLLOWS, <br />, 4e - 71\ <br />r Z�_ <br />00 CEMENT GROUT AT EQUIPMENT SHALL BE <br />_F 'MASTERFLOW 928" <br />/B AS MANUFACTURED BY 'MASTER BUILDERS", OR EQUIVALENT <br />.0 yx D-FIBER CHIP 'q Pr7ppircrKIT A TV %117 <br />4 ABANDONED BAR 1 x3fi xO'- 6" 3Y44 <br />K I APPROVED By OWN;rP <br />I <br />AT LINES <br />AT LINES <br />IP <br />RECLAIMER <br />.4 au FOUNDATION t5 0 18" OC MAX Y4 <br />#5 L/ L S 1. STRUCTURAL STEEL: <br />PROVIDE v TART 9" WFST O!F fn I <br />0 16- OC, TYP VAPOR J�A) I Lu <br />END 9" NORTH OF1 1 <br />FOR OTHER CALLOUTS 15 < 1. STRUCTURAL SHAPES, BARS AND PLATES SHALL CONFORM TO <br />:5-#5 CONT, BARRIER SET IN EPDXY a <br />DIMENSIONS NOT HILTI "HIT" OR 04 ASTM A36. <br />TYP SELECT SHOWN, SEE I <br />03" CLR APPROVED ALTERNATE < C4 2. BOLTS SHALL BE A325-N, FULLY TIGHTENED. <br />BACKFILL OR TYP UN5 hm R INSERT, 0 <br />BACKFILL & SEE <br />NATIVE SOIL ;k 3. ANCHOR BOLTS SHALL BE GALVANIZED ASTM A36 OR ASTM A307. <br />(NOTE E.5) 0 SEE_PRAWING S-07 FOR ANCHOR 1-30LT DETAILS.-� <br />SECTION /`R_� T_ <br />`)LU HUN <br />LDING ELECTRODES SHALL BE E70XX, LOW HYDROGEN. <br />5. WELDING SHALL CONFORM TO AWS D1.1. <br />SHIM e hx2,% so PRECAST <br />WALL PANEL 6. SEAL WELD ALL WELDED CONNECTIONS. <br />(NOTE K.5) <br />7. EXPANSION ANCHORS SHALL BE "KWIK BOLT 11" BY HILTI, INC. <br />GRIND THIS AREA SMOOTH PLAN <br />AFTER NEW SLAB HAS SECTION rD J. COAT NGS: <br />CURED 14 DAYS <br />ROOF DECKING REMOVE CURB BY SAWCUTTING SCALE: 3* 1'-0" �03 PREPARE AND APPLY COATINGS PER SCOTT SPECIFICATION <br />2 OR WIRE CUTTING TO AVOID NO. 8011, PAINTING SPECIFICATIONS FOR CONCRETE AND <br />FILL )J*xj* SIMILAR DETAIL DAMAGE TO REMAINING SLAB STEEL SUBSTRATES. COLOR AND COATING SYSTEM PER <br />SLOPE OWNER'S REQUEST. <br />EXISTING SLAB - COATING SYSTEM SC-1 FOR STEEL 2 <br />- COATING SYSTEM CC-1 FOR PRECAST CONCRETE PANELS <br />Q. 1_Yj6m0 HOLES FOR <br />2-%"0 A307 HEAVY HEX <br />K. MISCELLANE <br />OUS NOTES AT R.F. STORAGE BUILDING: <br />13OLTS 0 3" OC, Typ <br />a <br />4 <br />24 GA GALV 4 <br />Y4 T2-4" <br />TACK TOV - 1 1 SEAL ALL WALL PENETRATIONS. <br />A INSERT/ BAR 1x3fixO'-6m 2-AB-1*0 <br />PUTTER <br />1 . TYPICAL AT E-1 & E-5 <br />Ir \I..- #5 0 18" SIMILAR SECTION 2. EXISTING CONDUIT BANK CONTAINING 3-HIGH VOLTAGE LINES <br />METAL I? INSERT, TORC EL 111'-10" <br />rt <br />7 MUST REMAIN IN SERVICE. CONTRACTOR TO PROVIDE <br />SEE /r <br />BUILDING TEMPORARY SUPPORT DURING CONSTRUCTION. <br />19 X 4 AB-1"O-T2-4" <br />SIDING #5 0 16" #5, CON T TYPICAL AT C-1, 0-1. A-5 <br />Sol 3. ROLL -UP DOORS TO BE "RECOIL -AWAY', <br />VINYL- FACED 70 5 12* PRECAST B-5. C-5 & D-5 <br />INSULATION 7] WALL PANEL 4-AB-1*0-T3-4* PUSH-BUTTON OPERATED, ELECTRICALLY DRIVEN (SEE SPECS). <br />NOTE K.4 <br />a TYPICAL AT A-1 & B-1 4. GIRT SYSTEM SHOULD NOT TRANSMIT WIND LOADS <br />)6W SO TORIC EL 111,-100 <br />EXISTING 6*x3'-Om WALL N TO CONCRETE WALL PANELS. <br />FASTEN FLASHING LOADS FROM OTE K. 5) <br />TO TOP OF PANEL STORED MATERIAL 8"x36 "(REF) <br />AT 18" OC W/ 34"o 5. AT CONTRACTOR'S OPTION: CAST WALL PANE1 S 6" THICK, <br />DO NOT ACT IN TYPICAL COLUMN AT <br />WIND OR SEISMIC 01 D-1. D-5. E-1. E-5 (NELSON CPL). /4" A THREADED STUDS <br />EXP ANCHORS B-1, B-5. C-11, C-5, DELETE SHIMS AND CHANGE BAR 1 <br />COMBINATION WITH AND CHANGE 3/4- DIA BOLTS To ;x7/8D"ITO 1 x3/8" <br />8CII44 A-1, A-5 <br />01 <br />SECTION 00 6. LOCATE POLYETHYLENE (OR SIMILAR) BACKER ROD AT INTERIOR <br />18 GA GALV 5 LB/FT, SCALE: I" V-0w SIDE OF GAP. FILL REMAINING SPACE WITH FIRE-RESISTANT <br />e & EXPANSIVE POLYURETHANE FOAM -IN -PLACE SEALER. TRIM OFF <br />FLASHING <br />Lk AX6 00 EXCESS MATERIAL AFTER CURE. <br />cq <br />_X� 2 <br />x0A 6 0 <br />SEE NOTE K.6 <br />0 <br />%x6 X Y4 <br />00 BAR 4xhxO'-7* <br />MOUND ?AX5 INSERT, <br />xO -6 X0 SEE <br />34 <br />al <br />V00' CONCRETE <br />I it.. I . -.1 . [.� 3 <br />SAWCUT V* DEEP ALONG So 13AR 1 x3fi v A 7" <br />X01- <br />D x 6* <br />PERIMETER OF RECLAIMER (REF) I F <br />FOUNDATION WHILE CONCRETE <br />CONC SLAB PRECAST <br />50 LB/FT, IS GREEN. FILL GAP WITH <br />WALL PANEL-'-' <br />A <br />60 SCH 40 PIPE SEMI RIGID EPDXY (MASTERFILL CJ <br />OR EQUIVALENT) AFTER CONCRETE �yi <br />PAINTED SAFETY NOTE E.9 t [, - I - A 6 <br />b HAS CURED 14 DAYS _v`­" P... L 40 <br />YELLOW. FILLED X <br />5)6" THICK WITH CONRETE <br />PRECAST WALL Ito $ .. . <br />AS CONC CURB <br />PANELS, SEE DWG 4 <br />A <br />B-18309-S-04 &-17 <br />2" <br />SHIM AS <br />�7 <br />B <br />50 LB/FT, REQD <br />0 z AR <br />PRECAST x3fi Y4 <br />_4 & SET PANEL A <br />WALL PANEL xO'-60 -0 INSERT, IN GROUT <br />SEE <br />0 A* <br />)''v VARIES, SEE ELEVATIONS <br />0, <br />Y�:-�7- NC SLAB <br />DWG B-18309-S-04 CO. <br />J <br />-A <br />14" 0 SLAB <br />REINF DETAIL <br />MIN PLAN <br />DET ABANDONED <br />POUR CURB JjQLLARQ D-FIBER CHIP SECTION rE SCALE: IX" 11-o" <br />RECLAIMER <br />.4 AT COLUMNS SCALE: 3" 1'- 0* <br />tO3) <br />AFTER COLUMNS DETAIL FOUNDATION <br />CONC FDN ARE ANCHORED SCALE: NTS <br />4 <br />6"1 <br />DETAIL r2 <br />SCALE: 30 l'-O* <br />THIS PRINT. THF EXCLUSIVE PROPERrf <br />OF SCOTT PAPER CO., IS CONFIDENIAL, <br />SECTION SCOTT TO BE USED ONLY FOR THE PURPOSE <br />SCOTT APROVAL Haffis &oup kv. SCOTT WORLDWIDE FOR WHICH LOANED AND RETURNED ON <br />REQUEST, AND IS NOT 10 BE COPIED <br />D ADDED ANCHOR BOLT INFO 10y4`_TO COL I WAS 12" 03/24/941 RML OR REPRODUCED. <br />NO. 7 REPULPER <br />C ISSUED FOR CONSTRUCTION - ADDED SECT H <br />APPROVED DATE OJEC 9 REVISED SECT C AND NOTES H & K 02/01/941 RML 1j2"=-1'-Y' UNO <br />T R.F. STORAGE BUILDING <br />RML JCL RSM 01/26/94 RML UAIL <br />93-1483 Irr- 9/28/ws. <br />AMOVED <br />RESP ENGR: RML DRAM BY- 1PR ADDED DIET 3 AND SECTS D & E - FOR REVIEW -DArL- SECTIONS AND DETAILS ­LU ON <br />JTT A ISSUED FOR CONSTRUCTION PRQJECT INFOWAts N7-- <br />A SUPV.l OSM CHKD BY.6 DEM ADDED NOTE K.4 12/23/93 OML U14AN �NGNU <br />I RE1115111N <br />REV. REVISION NOTE DATE QUACS �j <br />BY <br />u 13 -18309 S -02 D <br />L <br />N"t _0�00_._�_ -il-k- nor <br />12600 Federal Wa <br />%A. <br />4 <br />4. WE <br />"U"" UL';" <br />SLOPE__ <br />GJALV <br />q, <br />2'-0" <br />