2600 FEDERAL AVE 1994 Plans 2018-01-02 MF Import

Plan Check No: B 44112 SEPA Ap3licat.Datet 04 15�94 ob Addreas: 26140 EDERAL WAY Owner: SCOTT PAPER Tenant: Propoeed Use: Do ac. of Work: BUILDING EXPANSrOXNROKE- PAPER STORAGE OFFICE SET JOB SET APPROVED FOR PERMIT: DATE_6/ Q4 13 r r) P F ITEM (ITY PAR I- No DESCRIPTION 68'-11' (REF) EXIST (2) 5- & (6) 2 BLIND FLANGE GENERAL NOTES, BOLLARD, ELECTRICAL CONDUITS (EXCEPT WHERE NOTED THE GENERAL NOTES APPLY TO BOTH R.F. STORAGE BUILDING AND THE PULPER AREA) TYP 8 PLACES (B 9851), SEE NOTE E.8 u' SEE DET(a !� 97 ROLL -UP < uj 20*0 HDP PHILLIPS A. EXISTING CONDITIONS: DOOR CL 66 DRISCOPIPE Z EXIST (2) 51 & (6) 2" ELECTRICAL 1. ALL DIMENSIONS. SECTIONS, AND DETAILS OF EXISTING 4. ALLOWABLE SOIL BEARING CAPACITY uj 0 [L MAN dOOR 0 STRUCTURES ARE FROM FIELD DATA AND EXISTING STATIC ABANQQNED _0" _j CONDUITS (B 9103). SEE NOTE E.8 2000 PSI 8 -.31 In DRAWINGS (NOTED ON THESE DRAWINGS AS 'REF-) WIND / SEISMIC 2667 PSI D-FIBER CWE rck�I tp . OPE PIPEA A RICLAIMER 18- 18 1 Tj SL EXTEND 16"0 AND ARE INCLUDED FOR INFORMATIONAL PURPOSES ONLY. --W - 2-711% - 1.5% THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR 5. FOUNDATION SLABS AT THE R.F. STORAGE BUILDING -0 SEWER, SEE DING A B-18309-S-05 LAYOUT OF STRUCTURE PRIOR TO'CONSTRUCTION OR SHALL BE UNDERLAIN BY A MINIMUM THICKNESS OF 41,1 04 FABRICATION. NOTIFY OWNER IMMEDIATELY OF ANY 2 FEET OF BACKFILL MATERIAL COMPACTED TO 95% OF 21 41 IF DISCREPANCIES. MAXIMUM DRY DENSITY BASED ON THE ASTM D-1557 - 21 - EXIST TEST PROCEDURES. THE MATERIAL AT THE SUBGRADE r - - - - - - - 3p-6"x5'-O 2. REFERENCE BENCH MARK SHALL BE TOP OF CONCRETE A SPRINKLER SHALL BE COMPACTED TO 95% DENSITY. THE BACKFILL 2--1 1 Y4 CONTROL ELEVATION = 112'-6" AT THE EXISTING MITE WATER MATERIAL SHALL BE PLACED IN LIFTS WITH A MAXIMUM C-4. ENCLOSURE STORAGE TANK FOUNDATION, SEE DWG B-18309-S-05 LOOSE THICKNESS OF 8 INCHES. THE PLASTIC VAPOR I KEN SLABI r Ce FOR BENCH MARK LOCATION. BARRIER SHALL BE 6 MIL, POLYETHYLENE. I D TO REMAIN 0 THICKENED EDGE TO 12" AT I I >_ OF FOOTING CONVEYOR, SEE B. DESIGN CONCEPT FOR R.F. DRAGE BUILDI 6. EXISTING CONCRETE BASES SHALL BE REMOVED TO A SECTION I LOCATION FOR 00 1 __ST N DEPTH OF 2 FEET BELOW THE BOTTOM OF SLAB. b (TYPICAL) D 0 C14 I I FIRE PROTECTIO 1. THE BUILDING SUPPLIER WILL PROVIDE DESIGN OF 0 'j- SYSTEM - THE RIF. STORAGE BUILDING SUFFICIENT FOR BUILDING 7. PROVIDE SHORING AND BRACING WHERE NECESSARY. COMPLY,, RELOCAT I I ENCLOSURE DEPARTMENT APPROVAL. IN ADDITION TO DESIGN LOADS WITH WISHA REQUIREMENTS FOR SAFETY AND PROTECT EXISTING EXIST FIRE 1 0 GIVEN BELOW, THE BUILDING MUST BE ABLE TO ACCEPT STRUCTURES FROM SETTLEMENT AND OTHER DAMAGE. VALVE kb I- * I THE LOADINGS FROM THE CONTENTS (BROKE AND rK, 2 DEMO EXIST IS CD C*4 WETLAP BALES) STORED INSIDE THE BUILDING, AND FROM 8. LOCATE UTILITIES TO PREVENT DAMAGE FROM BACKHOE I FT - R OVFRHEAD CONDUIT SUPPOR I T DETAILED ON THESE DRAWINGS. OR COMPACTION. FOUNDATION, (NOTE E.6) 2. FIF! PROTECTION AND LIGHTING INSIDE THE BUILDING 9. WERE NEW CONCRETE IS TO BE COLD-JOTNTED TO PREVIOUSLY SH�'. BE DESIGNED AND INSTALLED AS PART OF THE CURED CONCRETE, PREPARE THE EXISTING CONCRETE MATING C.I. BUIL; iNG PACKAGE AND DESIGN SHALL BE REVIEWED BY SURFACE BY ROUGHENING IT TO 1/4" HIGH AMPLITUDE AND -0 FIRE LINE OWN; 'IS REPRESENTATIVE. SEE SPECIFICATIONS FOR APPLYING AN APPROVED BONDING AGENT OR SLURRY CONSISTING W ADDI 1ONAL BUILDING REQUIREMENTS. OF 1 PART CEMENT AND 2 PARTS SAND AND ENOUGH WATER REMOVE EXIST WOOD POLE %_0 TO HAVE THE CONSISTENCY OF THICK PAINT. u C. CQQE: XIST 0 10 MANHOLE. 1 1991 UNIFORM BUILDING CODE 10. FLOOR FINISH AND FLATNESS AT THE R.F. STORAGE BUILDING: io FINISH - PROVIDE A MECHANICALLY TROWELED FINISH. 2 NOTE E.1 2 9- FLATNESS - IN ACCORDANCE WITH ASTM E 1155, PROVIDE: T_ D. DESIGN LOADS: OVERALL FLATVESS, Fo, = 20 2 OVERALL LEVELNESS, FL - 15 /-EXIST N DEAD LOAD: ACTUAL LOCAL FLATNESS, Fr = 15 CATCH BASIN LOCAL LEVELNESS, FIL = 10 pn LIVE LOAD: SLAB ON GRADE AT R.F. STORAGE BUILDING 13' 10#-50 1 EXIST 2000 (SUBGRADE REACTION, K, 100-125 ;1SI) 11. SLOPE PAVEMENT TO NORTH OF RIF. STORAGE BUILDING EXIST 20*0 0 cc (RE NEW 48* SEWER C0 F) (REF) (REF) MANHOLE! PIPE EXIST - UNIFORM 300 PSF AS REQUIRED TO DRAIN SURFACE WATER TO EXISTING IE-1 04'-8* COL - FORKLIFT AXLE LOAD CATCH BASIN NO, 1. LOCATED WEST OF NORTHWEST CORNER 40 (REF) EXISTING (HARD RUBBER TIRES) FRONT REAR OF CHEM STORAGE BUILDING. EXIST 8" 1 R. F. STORAGE BUILDING lO'-6*x4'-O* LOADED 14,580 LEI 1880 LB CONIC SEWER b T.O. SLAB EL lll'-10' 20--4 (REF) TIMBER STORAGE UNLOADED 4410 LB 6050 LB 12. EXTEND EXISTING 10" C.I. ROOF DRAIN FROM EXISTING MANHOL� (NOTIFY OWNERS REPRESENTATIVE I I il \-:REMOVE EXIST CONDUITS. ROOM TO BE It- A TO NEW 48" SQUARE MANHOLE. ABANDON EXISTING ROOF IF EL lll'-10" DOES NOT RELO A VERIFY DEACTIVATION REMOVED 4 510 MATCH EXI WITH OWNER DRAIN MANHOLE. !6 STING BROKE EXIS STORAGE BUILDING SLAB) FIRE EXIST 2)j F. AS HALT CONCRETE PAVEMENT: 54 RAIN WATER VAL4 H PIPE -0 PROVIDE AND PLACE CLASS B ASPHALT CONCR&E PAVEM T.J EXIS COMPLY WITH STANDARD SPECIFICATIONS FOR ROADS, GES" BRONE SIQRAGE ROOF LOAD AT R.F. STORAGE BUILDING: AND MUNICIPAL CONSTRUCTION (WASHINGTON STATE D TME4T ZCONTROL JOINTS REMOVE BUILDING - SNOW LOAD: 25 PSF OF TRANSPORTATION), LATEST EDITION. AT 20'-Om MAX. GUARD RAIL REMOVE (REF EL 111 0_10 In - EQUIPMENT. 5 PSF SIM DET E G. CONCRETE: FRAME AT LINE S WIND: UBC 80 MPH, EXPOSURE C PROVIDE MOMENT RXO'LL�Up SUITABLE FOR DOOR 1. MINIMUM COMPRESSIVE STRENGTH 0 28 DAYS: fc 4000 PSL' FUTURE EXPANSION SEISMIC: 0 05 HAIRPIN, UBC ZONE 3 20 FT WEST WITH 04 TYP. AT ALL 2. SLUMP RANGE = 3" TO 5". Cr. CQLUAINSAT LINES COLUMNS E. SITE WORK Z FOUNDATION 3 REMOVED- 3. MAXIMUM WATER TO CEMENT RATIO 0.45. (D,U 36 jx 3 L 0 1. BEDDING MATERIAL FOR PIPE SHALL BE CRUSHED, PARTIALLY 4. MAXIMUM AGGREGATE SIZE - 3/4". 04 0 CRUSHED OR NATURALLY OCCURRING GRANULAR MATERIAL CONFORMING TO THE FOLLOWING GRADATION: 3 5. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM U.S. STANDARD PERCENTBY C150, TYPE 1/11. W ABANDONED H J*C T�A ROL.-Up SIEVE SIZE _WEIGHT- EASSING 6. CONCRETE SHALL CONTAIN AN AIR ENTRAINING ADMIXTURE BOILER NO.-- 0 -0 DOOR 6@@ 3/4- SQUARE 100 318" SQUARE 70 100 CONFORMING TO ASTM C-260. AIR ENTRAINMENT BUILDING 12 71-Oov 1 �_L_ NO. 8 SHALL BE 4% - 6X I -I 1 0 10 6 140-0* J- 14 _ON 12� NO. 200 0 3 7. AGGREGATE SHALL CONFORM TO ASTM C33. SAND EQUIVALENT 5 MINIMUM 62 -ON B. CALCIUM CHLORIDE OR ANY ADMIXTURES CONTAINING 04 2. DELETE NOTE 2. CHLORIDE IONS SHALL NOT BE USED. D, E k....-PROVIDE POWER M R.F. STORAGE BLDG 9. FOUR TEST CYLINDERS SHALL BE MADE FOR EVERY 50 CY OF i (REF) FROM EXIST MCC CONCRETE POURED. THEY SHALL BE TESTED BY A TESTING LAB 22 9 F 3. BORROW BACKFILL MATERIAL SHALL BE ESSENTIALLY FREE APPOINTED BY THE OWNER'S REPRESENTATIVE. SLOPE FROM WOOD WASTE AND OTHER EXTRANEOUS OR OBJECTIONABLE EXIST 20" SEWER 10. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE A MATERIAL. BORROW BACKFILL SHALL HAVE SUCH CHARACTERISTICS 60, DEFORMED. 5AIN OF SIZE AND GRADATION THAT IT WILL READILY COMPACT. EXIST 1H H I 9= BORROW MATERIAL SHALL CONSIST OF GRANULAR MATERIAL 11. REINFORCING BAR SPLICES SHALL BE CLASS B MANH( EITHER NATURALLY OCCURRING OR PROCESSED AND SHALL MEET SVdTCHGEAU THE FOLLOWING GRADING REQUIREMENTS: LAP SPLICES UNLESS NOTED OTHERWISE ON DETAILS. 14'-0 MCC BUILDW U.S. STANDARD PERCENT BY 12. SUBMIT ONE SET OF REPRODUCIBLES AND ONE SET (REF) SIEVE SIZE WEIGHT PASSINQ OF BLUELINES OF THE REINFORCING BAR SHOP DRAWINGS FOR REVIEW BY THE OWNER'S REPRESENTATIVE. 4 INCHES MAXIMUM SIZE EXIST 10" FIRE LINE 1/4 INCH 25 TO 70 4 (NOTE E.8) NO. 40 40 MAXIMUM NO. 200 5.0 MAXIMUM (GENERAL NOTES CONT ON DWG B-18309-S-02) (BASE ON 3/4 INCH MINUS FRACTION) 4 EXIST 3" WATER LINE (NOTE E.8) EXIST 14 EXIST 20 SEWER THIS PRINT. THE EXCLUSIVE PROPERTY OF SCOTT PAPER CO., IS CONFIDEUTIAL. R SCOTT TO BE USED ONLY FOR THE PURPOSE D 12)(" WAS 12g, M MATCH BLDG VENDOR DWG, ADDED REF DWGS 03/24/ SCOTT WORLDWIDE tOR WHICH LOANED AND RETURNED ON SCOTT APPROVAL Harris Group Inc. IS14 RML REOI MD 15 NOT TO BE CONED REFERENCE DRAWINGS C ISSUED FOR CONSTRUCTION 02/01/94 RML OR REPRODUCED. NO, 7 REPULPER CECO BUILDING SYSTEMS FOUNDA'"JON PLAN MOVED CURB TO EDGE OF FOOTING AT NE CORNER AS NOTED JOB NO 24010-47 SCALE: A" l'-O" APPROVED DATE OJECT B ADDED PULPER AREA NOTES & MANHOLE - FOR REVIEW uxm- R.F. STORAGE BUILDING RML JCL RSM RML /q-,; SHEETS El THRU Ell 9-23-93 93-1483 A ISSUED FOR CONSTRUCTION 12/23/93 RML APPROVLO DATE FOUNDATION PLAN RESP ENGR: RML DRAWN BY. JTT F-RQJECT OWANING ?40 RELOCATED NORTH DOORS AND ADDED NOTES E.10 & E.11 REVISION .15 30 1,00 A L supy., DSON CWD BY. DEM REV. REVISION NOTE DATE BY J013 NO L; i B-18309-S-01 SLO,: C) 04 .... ....... '2600 Federal Way