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Plan, Final APPLICANT 2/13/2014
PROJECT NAME: RECOVERY AREA UPS &BATTERY R TAX LOT NO: 1711785 ISSUED FORBID DATE: 11/25/2013 CONTAINERBOARD MANUFACTURING, SPRINGFIELD, OREGON 801 42ND STREET, SPRINGFIELD, OR 97478 ,UB PINE D U M P 26, PROJECT LOCATION SIL J B 32mc S U B 33 013D S OL -1 D WAS T E vl C C 14 o SUB 34 05J POWER HOUSE RECOVERY00 0 0 00 CHIP 111ds 05M SUB 5 b 0 M CC -A _; B, C, D RY F I• E,H,IIX 0 i4M Z B11 017E .IAB '14 0S U! B 20 13 E_ \ 0 MCC A,-*DJZP ,-MCC A,B , C, 1� SUB 1.7 G14CC -C MCC 17A D 14J 0 00000 C EARWELL 00000 7 RAILROAD VCE SUB 7 17D, CHIP s t..), B 8 SHOP RM 00 MCC El UNIFORMITY 0 CVBL a SUFE 11) MCC 03S 00 r MCC ROLLOVER � UNLOADING (jc/) 1,11 C C A,, B LLJ D 08BIr"Z Q�_ 03 z 19 C B( -',TCI -M -i 2N0D F < LOOR �_4 — 0•U SAND -CC 211- r, E FIBLAST < PCI c o1fl F[ ... D FPOM 0 (D BATCk! 4T!1 0 L3 i FLOOR 0 FOREST M r- C O3 D 0 z ho PRODUCTS DRAWING NO. I REFERENCE • 03(-`,B 2iC EDUCATION U SUB 3 L pji� CARPENTER BUILDING 0 CHIP TESTING BLDG N '00 00 0 .0 21 1 C 0 15 .4 SHOP (CABOOSE) 00 � OH 0 No.8 SUB '21 U_zz I Fol SUB Ii8 HI -D MCC A U JQ Dq 00 1 /No�,2 0 EDUCATION MCC A_DOSUB 250 KAMYR No,2 MCC SUPPORT % &mo -1 21B FACILITY No.1 ROLL L OCC M C C 00 0 � 0 to — WHITE A so STORAGE WAREHOUSE P 5 A - c; -F z '�� H TP (f, t! ' I _q0STORAGE FAPPTrATTnt\i K'j C C 08A 03P SUB 6 -/ COMPUTER �d i X SHOP r 0 MCC A– SUB 16 . BUILDING IS U B 11 9 A–D )(FRO n 0 z FFLJI- • s UB, 9 1000 0S cc I 0'j Mi C C - `SUB 10 *1 m MCe' R–T,W, X MCC A,B,C_,F,G&Z MCC A,B,C,D,Y No,2 MACHINE ROOM MCC 21 F 41 V". STARC oED CENTER p ° \ S ORAG HUMAN RESOURCES 'Q> C No,2 ROLL SUB 23 STORAGE WAREHOUSEII M C C' A,, B,f,--,, Y SALVAGE P111 CC 12A D UC cc WAREHOUSE /STORAGE ANNEX MCC EWEB 12 \ SU Q1 B on RIVER PUMPS ❑ EFFLUENT MAIN GATE POND MCC 12E • M C 1 0 LOCATION SITE PLAN CLARIFIER NORTH SCALE: NTS CONTAINERBOARD GATE MAL 5005 SW goodon Rood SLOW 100, Lake OxweW OR 97035 USA Tat 1-503—W—M F='1 -503--M4—=1 ISSUED FOR BID JACOBS ARCHITECTURAL SERVICES ISSUED FOR BID OCE MIMI REVISIONS WING N. REFERENrb j �����0`F 016 - 1_0 '(E ') RIDFWAI.K, %1x_(E) GRAVEL AREA UP (PERMEABLE GRADE SURFACE) —\ CANOPY —CONT. GUTTER & DOWNSPOUTS (E) BUS C&E BLDG. W NEW W O_ C1_ fi BLDG. r CANOPY & FIN. FLR. EL. ZE 6- ABOVE GRADE �—CONT. GUTTER (E) ❑ SIDEWALK& DOWNSPOUT W W N (E) AREA DRAIN (n V-15 TO BE W z W 2 RELOCATED FOR 119 SITE DRAINAGE Wfy m (FIELD VERIFY)– IWI zio M z 01m w 0 010 glu I I'T Qla zi a _i PARTIAL SITE PLAN SCALE: 1/16" = 1'-0" FINAL SITE PLAN ,planner: Date Received . . . . . . . . . . I o 20%fz'`. RECOVERY AREA kllk, vr' INTERNATIONALQ) PAPER UPS & BATTERY ROOM COVER SHEET Containerboard Manufacturing, Springfield, Oregon DRAWN BY: S. SHAO 08/13/13 CHECKED BY: M. CHANG 11 13 13 FILE: KRG-7791–O.clw-q APPROVED BY: DRAWING NO. SCALE: 1/8' = 1'-0' KRG-7791 0 WCI- 7k&x4/U LEGEND. -�-.. (PA WALL 20GA SS FLASHING (PARTIALLY GROUTED) 0 EXTERIOR HEAD. - SEE STRUCTURAL EXTEND 6" MIN ASSUMED PROPERTY LINE BEYOND EACH JAMB. SET IN FULL BED OF- ��������� ASSUMED 1—HR FIRE RATED EXTERIOR WALL AT (E) BLDGSEALANT IN SAWCUT BACKER ROD & �. WITH (E) 90 --MIN. RATED EXTERIOR DOOR. MASONRY. SECURE 1" MIN SRp`Na° HM NT W/ EQ SPACED HILTI ;. DOOR FRAME �• • • (N) 2 -HR FIRE RATED EXTERIOR (CMU) WALL (PER UL 1/4"X1-3/4" EMBED DESIGN NO. U905 AND PER OSSC TABLE 602) AISI 410 KWIK-CON " 2 SCREW ANCHORS T ■ �� ■ - (N) 1 -HR FIRE RATED FIRE BARRIER (INTERIOR CMU 0 12" OC MAX. WALL PER OFC 608.4 & OSC 508.2.5). PROVIDE NEOPRENE WASHER 0 FASTNERS - - - - - (N) 1 -HR FIRE RATED EXTERIOR (CMU) WALL REQUIREDr o BY OWNER'S SPECIFICATIONS.I INSULATED HM DOOR WITH FRAME, FULLY GROUTED 3 ; 0 z o �cn cn o '3 6 HM DOOR HEAD DETAIL K1_1 __ SCALE: 1-1/2" 1'-0" 49'-4" 4'-10" " CMU WALL INSULATED HM Z(E) BUS C & E `f 20 -8 28 -0 (PARTIALLY GROUTED) DOOR WITH BUILDING 4'-0" 6'-0" - SEE STRUCTURAL FRAME, FULLY GROUTED — •1 .:'' I , ... 100-8 f d- BACKER ROD & SEALANT, CONT 5 I AROUND HM DOOR FRAME KRA-7791_2 ® DOOR FRAME o M.O. °I 1 KRA� 91_1 UPS ROOM " " BATTERY ROOM o t° 7 HM DOOR JAMB D ETAI L / 5 100 2 1 —4 101 ® " K7791 1 — SCALE: 1-1 /2 = 1 —0 100—A 0 f iI VESTIBULE r °0 102 1 2-A INSULATED HM DOOR WITH FRAME, FULLY GROUTED 6'-8" 6'-8" 22'-0" CONC LANDING THRESHOLD SET 0 DOORWAY - IN CONT BUM 13'-4" SEE STRUCTURAL 1; SEALANT CONC SLAB - T.O. SLAB t; SEE STRUCTURAL - EL 100'-0" KA -7790 w �, I I I SEALANT AND 1 NEW UPS BATTERY BLDG. FLOOR PLAN ASPHALT -IMPREGNATED FIBER EXP JOINT SCALE: 1 /8"=1'-0" MATERIAL ` NORTH 0 4' 8' 16' 24' K8"'HM DOOR SILL DETAIL SCALE: 1-1/2* = 1'-0" 316 SS SCREW 12 AND NEOPRENE 1/4 WASHER ROOF 12 INSULATION ff __11/4 CONT SHEET 'r METAL FLASHING e v . .4• CONCRETE ROOF • " a DECK — SEE e a : 4 Q' 4 e STRUCTURAL t� TOP OF CMU EL SEE STRUCTURAL CMU WALL CMU WALL (PARTIALLY GROUTED) (PARTIALLY GROUTED) / - SEE STRUCTURAL -- SEE STRUCTURAL A 316 SS SCREW AND �— NEOPRENE WASHER ROOF INSULATION CONT DRIP FLASHING INTO GUTTER N CONT SHEET METAL (6"X61 GUTTER & (4"X4") DOWNSPOUT SYSTEM. PROVIDE SPLASH BLOCK AT BOTTOM OF DOWNSPOUT FOR SURFACE DRAINGE CONCRETE ROOF DECK - SEE STRUCTURAL TOP OF CMU EL SEE STRUCTURAL 316 SS SCREW CONT BUM AND NEOPRENE - SEALANT STRIP --- ROOF MEMBRANE - WASHER } - ROOF INSULATION - CONT SHEET I METAL FLASHING--\ , TOP OF CMU _ EL VARIES f DOOR DOOR PANEL DOOR PANEL DOOR DOOR DOOR FIRE HEAD DETAIL JAMB DETAIL SILL DETAIL HARDWARE REMARKS NO. WIDTH HEIGHT THICKNESS TYPE MATERIAL RATING GROUP 100-A 3'-0" 7'-0" 1-3/4" 60 MIN. 6 / KRA-7791 2 7 / KRA-7791 2 - 1 REFER TO SPECIFICATION 5"-7" (3'-0" + 6 / K 1 100-B 2'-7" WIDE 7'-91/2" 1-3/4" 60 MIN. (SIMMILAILA R)_2 7 / KRA-7791 2 8 / KRA-7791_2 3 NOTES 2 & 3 PANELS) {FLUSH} HM MC 01/17/14 ISSUE FOR CONSTRUCTION ON SHEET FOR HM DOOR, DOOR FINISH & 101-A 3'-0" 7'-0" 1-3/4" 60 MIN. 6 / KRA-7791_2 7 / KRA-7791_2 8 / KRA-7791_2 2 MC 5"-7"(3'-0"+ ISSUED FOR BID 6 / KRA-7791 2 101-B 2'-7" WIDE 7'-91/2" 1-3/4" A 60 MIN.(SIMILAR) 10/30/13 7 / KRA-77912 81 KRA-7791 2 3 DOOR DRAWING NO. PANELS) REF NO. REV NO. BY DATE REVISIONS REV NO. BY DATE HARDWARE INFO. N�I 3'-0" 7'-O" 1-3/4" NONE 6 / KRA-7791 2 7 / KRA-7791 2 8 / KRA-7791 2 2 db. 4 --- -- A ro_P QF GMU ` rIx EL VARIES a AT 1 -HR CMU WALL: PROVIDE MINERAL :. a e j WOOL (MIN. 4 PCF) CONCRETE ROOF & METAL DECK - A FIRMLY PACKED INTO SEE STRUCTURAL FLUTED METAL DECK A: a SPACES & CAVITIES, ANCHOR BOLTS - SEE STRUCTURAL .. FLUSHED BOTH SIDES OF WALL • a e SURFACES, AND CMU WALL (PARTIALLY GROUTED) v: APPLY "HILTI - SEE STRUCTURAL FIRESTOP" JOINT a . SPRAY (CFS -SP WB) ON BOTH SIDES OF CMU WALL 2 '� ROOF DETAIL @ HIGH PT. 3 ROOF DETAIL Q LOW PT. SCALE: 1-1/2" = 1'-0" —� SCALE: 1-1/2" = 1'-0" 4 )ROOF DETAIL Q EAVE SCALE: 1-1/2" = 1'-0" 1 MC 01/17/14 ISSUE FOR CONSTRUCTION 0 MC 11/13/13 ISSUED FOR BID A MC 10/30/13 ISSUED FOR REVIEW DRAWING NO• REFERENCE REF N0. DRAWING NO. REFERENCE REF NO. REV NO. BY DATE REVISIONS REV NO. BY DATE REVISIONS k e 5 ROOF DETAIL Q INT CMU WALL — SCALE: 1-1/2" = 1'-0" JBS 5005 SIM meadow Rood $Ub 10% tdw Onw% OR 97035 U.SA TeL 1-503-824-3000 For. 1-503-824-3001 JACOBS ARCHITECTURAL SERVICES GENERAL NOTES: 1. ALL DRAWING GRAPHICS ARE DIAGRAMMATIC. INFORMATION SHOWN AT A LARGER SCALE SUPERSEDES THOSE AT A SMALLER SCALE. 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC SCALE. DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR AN ITEM OF WORK, CONSULT THE ARCHITECT OR ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DIMENSIONS ARE SHOWN FROM CENTERLINE OF COLUMN TO FACE OF STUD FRAMING, U.N.O. 3. VERIFY ALL DRAWING DIMENSIONS PRIOR TO STARTING THE WORK. NOTIFY THE ARCHITECT OR ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR VARIATIONS. DO NOT PROCEED WITH THE AFFECTED OR RELATED WORK UNTIL THE DISCREPANCIES OR VARIATIONS ARE RESOLVED BY THE ARCHITECT OR ENGINEER. 4. REFER TO CODE SUMMARY FOR CODE COMPLIANCE AND REQUIREMENTS OF BUILDING SYSTEMS, MATERIALS AND COMPONENTS. SPECIFICATIONS NOTES: 1. ROOF ASSEMBLY: • PROVIDE "JOHNS MANVILLE 2CID—CA SBS" ROOFING SYSTEM OVER JM R—PANEL INSULATION TO ACHIEVE MINIMUM OF R-20 INSULATION VALUE. SECURE ROOFING ASSEMBLY TO METAL DECK AND INSTALL ASSEMBLY PER MANUFACTURER'S RECOMMENDATIONS. • PROVIDE 20—GAUGE EMBEDDED GALVANIZED SHEET METAL EDGE FLASHING ALL AROUND ROOF PERIMETER PER NRCA GUIDELINES (BUR -3 & 3S — OMIT GRAVEL STOP). • PROVIDE 20—GAUGE GALVANIZED SHEET METAL GUTTER/DOWNSPOUT SYSTEM AND CONCRETE SPLASH BLOCK — COORDINATE DOWNSPOUT LOCATIONS IN IE • ALL COMPONENTS OF BUILDING CONSTRUCTION SHOULD BE FM—APPROVED. THE ROOF ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH ROOFNAV ASSEMBLY NUMBER 1 41 078-48551-0. 2. HOLLOW METAL DOOR & FRAME ASSEMBLIES: • PROVIDE 14—GAUGE HEAVY DUTY "STEELCRAFT" INSULATED HOLLOW METAL DOOR AND FRAME ASSEMBLIES. • DOOR AND FRAME SHALL BE FINISHED WITH 3—MIL DFT "CARBOLINE CARBOZINC 859" PRIMER AND 6—MIL DFT "CARBOGUARD 890" FINISH COATS. SURFACE PREPARATION AND FINISH INSTALLATION SHALL BE PER DOOR MANUFACTURER'S RECOMMENDATIONS. FINISH COLOR SHALL BE SELECTED BY OWNER. 3. 12OOR HARDWARE.. GROUPS: A.GROUP: #1 (DOOR 100—A): • 3 HINGES: MCKINNEY TA2714 4-1/2" x 4-1/2", US26D FINISH. • 1 EXIT DEVICE: SARGENT 11 12 8904 ETL, US32D FINISH. • 1 CLOSER: SARGENT 281 P9, EN FINISH. • 1 MOP PLATE: ROCKWOOD K1050 10" x 2" LTDW B4E, US32D FINISH. • 1 WALL STOP: ROCKWOOD 403, US26D FINISH. • 1 SWEEP: PEMKO 315CN. • 1 GASKETING: PEMKO S88D. • 1 THRESHOLD: PEMKO 271A. B. -GROUP #2 (DOORS 101—A & 102—A),, • 3 HINGES: MCKINNEY TA2314 4-1/2" x 4-1/2", US32D FINISH. • 1 EXIT DEVICE: SARGENT 11 12 8904 ETL, US32D FINISH. • 1 CLOSER: SARGENT 281 P9, EN FINISH. • 1 MOP PLATE: ROCKWOOD K1050 10" x 2" LTDW B4E, US32D FINISH. • 1 WALL STOP: ROCKWOOD 403, US32D FINISH. • 1 SWEEP: PEMKO 315CN. • 1 GASKETING: PEMKO S88D. • 1 THRESHOLD: PEMKO 2005AV. • 1 RAIN GUARD: PEMKO 346C. C.GROUP #3 (DOORS 100—B & 101-13), • 8 HINGES: MCKINNEY TA2314 4-1/2" x 4-1/2", US32D FINISH. • 1 FLUSH BOLT: ROCKWOOD 2845, US26D FINISH. FINAL SITE PLA • 1 DUSTPROOF STRIKE: ROCKWOOD 570, US26D FINISH. • 1 EXIT DEVICE: SARGENT 11 12 8913 ETL, US32D FINISH. FEB 13 2014 • 1 FILLER BAR: ROCKWOOD FB -1, US28 FINISH. • 2 MOUNTING BRACKETS: ROCKWOOD 2601C, US28 FINISH. planner. • 1 COORDINATOR: ROCKWOOD 2672, US28 FINISH. • 2 CLOSERS: SARGENT 281 CPS, EN FINISH. • 2 MOP PLATES: ROCKWOOD K1050 10" x 2" LTDW B4E, US32D FINISH. • 1 ASTRAGAL: PEMKO 357SP. • 2 SWEEP: PEMKO 315CN. • 1 GASKETING: PEMKO S88D. • THRESHOLD: PEMKO 271A. • RAIN GUARD: PEMKO 346C. 4. CONCRETE & CMU WALL FINISH/SEALER: SEAL ALL EXPOSED CONCRETE/CMU SURFACES WITH PROSOCO SILOXANE WB OR BASF THORO CONCRETE MASONRY SEALER OR APPROVED EQUAL. FEB10 204 RECOVERY AREA INTERNATIONALM PAPER UPS & BATTERY ROOM FLOOR PLAN AND DETAILS Containerboard Manufacturing, Springfield, Oregon DRAWN BY: S. SHAO 08/13/13 CHECKED BY: M. CHANG 11/13/13 FILE: KRA-7791-2.dw APPROVED BY: DRAWING NO. SHEET REV SCALE: 1/8' = 1'-0• KRA-7791 2 20F 2 1 02- LEGEND: — - ASSUMED PROPERTY LINE ASSUMED 1 -HR FIRE RATED EXTERIOR WALL AT (E) BLDG WITH (E) 90 -MIN. RATED EXTERIOR DOOR (AS REQUIRED FOR FIRE SEPARATION DISTANCE OF <10 FT.) (N 2 -HR FIRE RATED EXTERIOR (CMU) WALL (PER UL DESIGN NO. U905 AND PER OSSC TABLE 602) imm ■ e ■ - (N) 1 -HR FIRE RATED FIRE BARRIER (INTERIOR CMU WALL PER OFC 608.4 & OSSC 508.2.5). - - - - - (N) 1 -HR FIRE RATED EXTERIOR (CMU) WALL (REQUIRED BY OWNER'S SPECIFICATIONS.) (E) STAIRWAY. N) UPSZBATTERY BUILDING CTYPE IIB CONSTRUCTION; I� t — — — — ---- --- --- 4Ei B/ --US C & E BUILDING I i (2 -STORY; ASSUMED TYPE I I IIB NON-COMBUSTIBLE - CONSTRUCTION WITH F-1 I = I I OCCUPANCY GROUP) I I I I� UPS ROOM BATTERY ROOM I 1 � 100 101 I � I _J i ��--------- - - ----- - ---- �. ------ - - ( VESTIBULE ( I 102 I --- - - - - - - E I ASSUMED PROPERTY LINE UPS/BATTERY BLDG. 1 CODE COMPLIANCE PLAN SCALE: 1 /8'=1'--0tt NORTH 0 4' 8' 16' 24' CONTINUOUS SHEET META GUTTER & DOWNSPOUT: CANOPY AB( DOOR, SEE STRUCTURAL WALL PENETR SEE STRUCTU CONTINUOUS SHEET METAL GUTTER & DOWNSPOUTS BUILDING EAST ELEVATION SCALE: 1/8"=1'-O" BUILDING WEST ELEVATION SCALE: 1/8"=l' -O" CONTINUOUS SHEET METAL GUTTER & CONTINUOUS SHEET METAL FLASHING BO ROOF STRUCTURE --- - -'- -'- = _'- - AT VESTIBULE EL. L.:_._ - CANOPY ABOVE I DOOR, SEE STRUCTURAL �.-. _T' 33 �_�. `t i �- ; F ACTUAL HEIGHT: 4 _L. I ....._ -L. ..L _i _i_. E .S ..—.:.... _ —Fi... ... �_... __.F__ _ ...J—._ F__ _'__T_ ____ _ ._ ..... _.e._. .__ I MC SEE STRUCTURALPIF CONTINUOUS SHEET METAL GUTTER & DOWNSPOUTS _ �._- _ _� _ 3 FINI. LOOR EL. EL F SEE STRUCTURAL 49'--4" 4'-10" 21-8"1 STANDING SEAM 3 SBS ROOFING SYSTEM 5 BUILDING NORTH E L EVAT I O N CANOPY ABOVE OVER R-20 ROOF - SCALE: 1/8"=1'-0" o 10 DOOR, SEE INSULATION OVER r 1:12 1:12 STRUCTURAL CONCRETE/METAL DECK 4 � 0 3 KRA _.2 ca KRA 91-2 00 Oo 1 + N 00 CONTINUOUS SHEET METAL FLASHING TOP OF CMU EL. �_ ._:__ -AN F :_v _ SEE STRUCTURAL STANDING SEAM CONTINUOUS SHEET _,__ .. i _ _s_ .__.: - -L ___ _i_ __ _ -j CANOPY ABOVE DOOR, METAL GUTTER & -�„- -L L ' ' -f- - F CONTINUOUS SHEET SBS ROOFING SEE STRUCTURAL DOWNSPOUTS , ,__ _ _..._ � _- � .� METAL GUTTER & 0 2 SYSTEM OVER - 1" KRA-7791 •.� R-20 ROOF DOWNSPOUTS ao INSULATION & CANOPY ABOVE DOOR, METAL DECK �_ SEE STRUCTURAL 13'-4" 22'-O" FINISHFLQQB ELL. SEE STRUCTURAL Y 2 BUILDING ROOF PLAN r6'� BUILDING SOUTH ELEVATION SCALE: 1 /8"=1'-0" - SCALE: 1/8"= 1'-0" DRAWING NO. REFERENCE E DRAWING NO. m! REFERENCE REF NO I E BY DATE REVISIONS -TOP- OF CMU EL. SEE STRUCTURAL CONTINUOUS SHEET METAL GUTTER & DOWNSPOUTS CANOPY ABOVE DOOR, SEE STRUCTURAL FINISH FLOOR EL. OL SEE STRUCTURAL WALL PENETRATION, SEE STRUCTURAL TQP QFCMIJ EL SEE STRUCTURAL CANOPY ABOVE DOOR, SEE STRUCTURAL _MStL FLOOR SEE STRUCTURAL$� NEW BUILDING PROJECT DESCRIPTION PROPOSED PROJECT CONSISTS OF A NEW SINGLE STORY BUILDING LOCATED WITHIN THE EXISTING "INTERNATIONAL PAPER- SITE, IN SPRINGFIELD, OREGON. THE PROPOSED NEW BUILDING OF APPROX. 994 SQ. FT. IS SEPARATED FROM THE EXISTING "BUS C & E" BUILDING BY A DISTANCE OF APPROX. 6 FEET. THE NEW BUILDING INCLUDES: • "UPS ROOM #100" -370 SO. FT.): FOR UNINTERRUPTED POWER SUPPLY SYSTEM (UPS). • "BATTERY ROOM #101" (-500 SO. FT.): FOR STATIONARY STORAGE BATTERY SYSTEMS. • INDOOR "VESTIBULE #102" (-52 SQ. FT.); FOR CIRCULATION / ENTRY. • EXTERIOR VESTIBULE (-50 SQ. FQ: FOR CIRCULATION / ENTRY. APPLICABLE CODES & STANDARDS APPLICABLE CODES AS ADOPTED BY CITY OF SPRINGFIELD, OREGON: A. 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC). B. 2010 CITY OF SPRINGFIELD FIRE CODE (SFC). C. 2010 OREGON FIRE CODE (OFC) D. 2010 OREGON MECHANICAL SPECIALTY CODE (GMSC). FINAL SITE PLA E. 2010 OREGON ENERGY EFFICIENCY CODE (OEESC). F. 2008 OREGON PLUMBING SPECIALTY CODE (OPSC). FEB13 2014 G. 2008 OREGON ELECTRICAL SPECIALTY CODE (OESC). planner: H. 2007 NFPA 10 - PORTABLE FIRE EXTINGUISHERS 1. 2010 NFPA 13 - INSTALLATION OF SPRINKLER SYSTEMS J. 2010 NFPA 72 - NATIONAL FIRE ALARM CODE K. 2005 NFPA 110 - EMERGENCY AND STANDBY POWER SYSTEMS L. 2005 NFPA 111 - STORED ELECTRICAL ENERGY EMERGENCY AND STANDBY POWER SYSTEMS CODE COMPLIANCE SUMMARY A. MAXIMUM ALLOWABLE AND ACTUAL BUILDING OVERALL AREA & HEIGHT: REQUIREMENTS PER 2010 OSSC TABLE 503 MAXIMUM ALLOWABLE ACTUAL HEIGHT: 55 FEET 14 FEET APPROX AREA: 15,500 SQ. FT. 1 MC 01/17/14 ISSUE FOR CONSTRUCTION 0 MC 11/13/13 ISSUED FOR BID A MC 10/30/13 ISSUED FOR REVIEW REV NO. BY DATE REVISIONS -TOP- OF CMU EL. SEE STRUCTURAL CONTINUOUS SHEET METAL GUTTER & DOWNSPOUTS CANOPY ABOVE DOOR, SEE STRUCTURAL FINISH FLOOR EL. OL SEE STRUCTURAL WALL PENETRATION, SEE STRUCTURAL TQP QFCMIJ EL SEE STRUCTURAL CANOPY ABOVE DOOR, SEE STRUCTURAL _MStL FLOOR SEE STRUCTURAL$� NEW BUILDING PROJECT DESCRIPTION PROPOSED PROJECT CONSISTS OF A NEW SINGLE STORY BUILDING LOCATED WITHIN THE EXISTING "INTERNATIONAL PAPER- SITE, IN SPRINGFIELD, OREGON. THE PROPOSED NEW BUILDING OF APPROX. 994 SQ. FT. IS SEPARATED FROM THE EXISTING "BUS C & E" BUILDING BY A DISTANCE OF APPROX. 6 FEET. THE NEW BUILDING INCLUDES: • "UPS ROOM #100" -370 SO. FT.): FOR UNINTERRUPTED POWER SUPPLY SYSTEM (UPS). • "BATTERY ROOM #101" (-500 SO. FT.): FOR STATIONARY STORAGE BATTERY SYSTEMS. • INDOOR "VESTIBULE #102" (-52 SQ. FT.); FOR CIRCULATION / ENTRY. • EXTERIOR VESTIBULE (-50 SQ. FQ: FOR CIRCULATION / ENTRY. APPLICABLE CODES & STANDARDS APPLICABLE CODES AS ADOPTED BY CITY OF SPRINGFIELD, OREGON: A. 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC). B. 2010 CITY OF SPRINGFIELD FIRE CODE (SFC). C. 2010 OREGON FIRE CODE (OFC) D. 2010 OREGON MECHANICAL SPECIALTY CODE (GMSC). FINAL SITE PLA E. 2010 OREGON ENERGY EFFICIENCY CODE (OEESC). F. 2008 OREGON PLUMBING SPECIALTY CODE (OPSC). FEB13 2014 G. 2008 OREGON ELECTRICAL SPECIALTY CODE (OESC). planner: H. 2007 NFPA 10 - PORTABLE FIRE EXTINGUISHERS 1. 2010 NFPA 13 - INSTALLATION OF SPRINKLER SYSTEMS J. 2010 NFPA 72 - NATIONAL FIRE ALARM CODE K. 2005 NFPA 110 - EMERGENCY AND STANDBY POWER SYSTEMS L. 2005 NFPA 111 - STORED ELECTRICAL ENERGY EMERGENCY AND STANDBY POWER SYSTEMS CODE COMPLIANCE SUMMARY A. MAXIMUM ALLOWABLE AND ACTUAL BUILDING OVERALL AREA & HEIGHT: REQUIREMENTS PER 2010 OSSC TABLE 503 MAXIMUM ALLOWABLE ACTUAL HEIGHT: 55 FEET 14 FEET APPROX AREA: 15,500 SQ. FT. 994 SQ. Ff. APPROX. B. OCCUPANCY GROUP CLASSIFICATIONS: F-1, MODERATE HAZARD FACTORY INDUSTRIAL FOR ENTIRE (N) BUILDING, PER OSSC SECTION 306.2. NOTE: PER OSSC SECTION 307.1, EXCEPTION 9, "BATTERY ROOM #101" WITH STATIONARY BATTERY SYSTEMS CONTAINING 250 GALS. OF 347* SULFURIC ACID (WATER -REACTIVE CLASS 1 AND CORROSIVE LIQUID) IS EXEMPTED FROM GROUP H-4 OCCUPANCY CLASSIFICATION. C. TYPE OF CONSTRUCTION: TYPE IIB NON-COMBUSTIBLE CONSTRUCTION. D. FIRE -RESISTANCE OF BUILDING ELEMENTS: EXCEPT FOR NORTH SIDE EXTERIOR WALL, NONE REQUIRED BASED ON TYPE IIB CONSTRUCTION, PER OSSC TABLE 601. E. EXTERIOR WALL PROTECTION: BASED ON DISTANCE OF LESS THAN 10 FEET FROM EXISTING "BUS C & E" BUILDING ON THE NORTH SIDE, 2 -HR FIRE RATED EXTERIOR WALLS ARE REQUIRED AND PROVIDED ALONG NORTH EXTERIOR WALL OF "UPS ROOM #100", PER OSSC SECTION/TABLE 602 & SECTION 705. F. COMBUSTIBLE MATERIALS IN TYPE IIB CONSTRUCTION: LIMITED COMBUSTIBLE MATERIALS, INCLUDING NON-METALLIC DUCTS & COMBUSTIBLE PIPING, ARE ALLOWED IN TYPE IIB CONSTRUCTION, AS INDICATED BY OSSC SECTION 603, THE MECHANICAL CODE (OMSC) AND THE PLUMBING CODE (OPSC). G. THROUGH PENETRATIONS: ALL PENETRATIONS THROUGH FIRE BARRIERS AND FIRE -RATED EXTERIOR WALLS SHALL BE FIRESTOPPED AS REQUIRED PER OSSC 713. H. FIRE-RESISTANT JOINT SYSTEM (AT FIRE BARRIER): FIRE-RESISTANT JOINT SYSTEMS SHALL BE PROVIDED BETWEEN FIRE BARRIER AND UNDERSIDE OF ROOF METAL DECK AS REQUIRED PER OSSC 707.8 & 714. 1. OPENING PROTECTIVES: ALL OPENING (DOOR) ASSEMBLIES AT FIRE -RATED WALLS ARE FIRE -RATED ASSEMBLIES AS REQUIRED PER OSSC SECTION 715 & TABLE 715.4. J. DUCTS & AIR TRANSFER OPENINGS AT FIRE -RATED EXTERIOR WALLS: DUCTS ARE PROVIDED WITH LISTED FIRE DAMPERS AS REQUIRED PER OSSC 716.5.6. K. "BATTERY ROOM 9101" REQUIREMENTS: 1. SEPARATION AS INCIDENTAL ACCESSORY OCCUPANCY, "BATTERY ROOM #101" WITH STATIONARY BATTERY STORAGE SYSTEMS IS SEPARATED FROM THE ADJACENT "UPS ROOM #100" BY 1 -HOUR FIRE BARRIER AS REQUIRED PER OFC SECTION 608.4, OSSC SECTION/TABLE 508.2.5, OSSC SECTION 707. 2. AS REQUIRED BY OWNER'S (INTERNATIONAL PAPER) SPECIFICATIONS, "BATTERY ROOM #101" IS ALSO PROVIDED WITH 1 -HOUR FIRE -RATED EXTERIOR WALLS, 1 -HOUR FIRE -RATED OPENING ASSEMBLIES ALONG EXTERIOR WALLS (DOOR ASSEMBLIES AND FIRE DAMPERS) AND 1 -HOUR FIRESTOPPING AT EXTERIOR WALL PENETRATIONS. 3. SPILL CONTROL AND NEUTRALIZATION: PROVIDED AS REQUIRED PER OFC SECTION 608.5. 4. ROOM VENTILATION: PROVIDED AS REQUIRED PER OFC SECTION 608.6.1 & THE MECHANICAL CODE (OMSC). 5. ROOM/BUILDING SIGNAGE: SIGNAGE PROVIDED AS REQUIRED PER OFC SECTION 608.7 & 608.7.1 SHALL INCLUDE DOOR SIGNAGE STATING WHETHER: • ROOM CONTAINS ENERGIZED BATTERY SYSTEMS, • ROOM CONTAINS ENERGIZED ELECTRICAL CIRCUITS, OR • BATTERY ELECTROLYTE SOLUTIONS, WHERE PRESENT, ARE CORROSIVE LIQUIDS. 6. SEISMIC PROTECTION: BATTERY SYSTEMS ARE SEISMICALLY BRACED AS REQUIRED PER OFC SECTION 608.8 & THE OSSC (CHAPTER 16). 7. SMOKE DETECTION: AUTOMATIC SMOKE DETECTION SYSTEM IS PROVIDED IN ROOM AS REQUIRED PER OFC 608.9. L. AUTOMATIC SPRINKLER SYSTEMS: PER OSSC SECTION 903.2.4, ITEM 1, AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED 1N GROUP F-1 OCCUPANCY BUILDING (OR FIRE AREA) OF LESS THAN 12,000 SQ. FT. M. PORTABLE FIRE EXTINGUISHERS: PROVIDED AS REQUIRED PER OSSC/OFC SECTION 906. N. OCCUPANT LOAD: FOUR (4) OCCUPANTS TOTAL FOR OVERALL BUILDING (BASED ON 300 GSF/OCCUPANT FOR MECHANICAL EQUIPMENT ROOMS) PER OSSC TABLE 1004.1.1. 0. EXIT SIGNS/EXIT LIGHTS: MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE, PER OSSC SECTIONS 1006.2 & 1011. P. EXIT DOORS & DOOR HARDWARE: • PERSONNEL EGRESS DOORS IN BOTH ROOMS ARE PROVIDED WITH PANIC HARDWARE AND SWING IN THE DIRECTION OF EGRESS PER OSSC 1008.1.10. • BOLTS IN DOUBLE DOORS: AHJ-APPROVED AUTOMATIC FLUSH BOLTS ARE ALLOWED, PER OSSC 1008.1.9.3 (ITEM 3). MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT ALLOWED IN INACTIVE LEAF OF DOUBLE DOOR ASSEMBLIES WITH PANIC DEVICE, PER OSSC 1008.1.9.4 & EXCEPTIONS 2AND 3. Q. EXIT ACCESS TRAVEL DISTANCE AND COMMON PATH OF EGRESS: ROOMS COMPLY WITH COMMON PATH OF EGRESS & TRAVEL DISTANCE LIMITATIONS PER OSSC SECTION 1014.3 & SECTION/TABLE 1016.1. R. BUILDING ENVELOPE INSULATION COMPLIANCE (PER 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE): • ROOF: ROOF INSULATION VALUE OF R-20 PROVIDED AS REQUIRED, PER 2010 OEESC TABLE 502.2(1). • EXTERIOR (ABOVE -GRADE MASS) WALLS: EXTERIOR CMU WALLS WITH CORES FILLED MORE THAN 50% WITH VERMICULITE OR EQUIVALENT FILL INSULATION, PER 2010 OEESC'S EXCEPTION TO SECTION 502.1.1; AND TABLE 502.1.3, ITEM C EXCEPTION. • EXTERIOR (OPAQUE) SWING DOOR ASSEMBLIES SHALL BE INSULATED WITH U -VALUE OF 0.70 AS REQUIRED PER 2010 OEESC TABLE 502.2(1). RECOVERY AREA INTERNATIONAL PAPER UPS & BATTERY ROOM + eta weds CODE SUMMARY, CODE COMPLIANCE PLAN, Y��oIE��� ROOF PLAN AND BUILDING ELEVATIONS 2�1 Containerboard Manufacturing, Springfield, Oregon 5005 514- weodo.e Rood sine 100, Wm omyo. OR 97035 U -',k FEB Te! t-503-824-7000 Fmc 1-503-824-3001 JACOBS ARCHITECTURAL SERVICES DRAWN BY: S. SHAO 08/13/13 Final SubMittai CHECKED BY: M. CHANG 11/13/13 FILE: KRA-7791_1.dw APPROVED BY: DRAWING NO. SHEET REV SCALE: 1/8' = 1'-0N KRA-7791 1 1 OF Z 1 11 • r N74 A NB2 \ (NA2 l � 1 REMOVE EXISTING INPUT ISOLATION TRANSFORMER TR445-008A OREMOVE EXISTING UPS AND BY-PASS CABINETS —•� EXISTING RECOVERY CONTROL RACK ROOM (2ND FLR.) i i 4#4, 1#8G, -i'C 3 SPD - INSTALL ADJACENT TO UPS DIST. PANEL (18' LEADS) 33 REMOVE (4) EXISTING BATTERY STRINGS AND I BATTERY RACKS a ; `E8." 0 RY ❑❑MS NORTH 0 2, 4. 8' 12' EXISTING RECOVE UPS AND RACK R EL. 107`+ DRAWING NO. E REFERENCE INO I DRAWING NO. EXISTING UPS BYPASS CKT BREAKER EL445-008I EXISTING UPS MAIN CKT BREAKER EL445-008H EXISTING RECOVERY UPS ROOM <2ND FLR.) IBUTION -45-0088 L 1 SH.7 OREMOVE EXISTING BATTERY CIRCUIT BREAKER DISCONNECT EL445-008C REFERENCE ® M• S ROOM _1 ►C. SW. I I I i 3 NEW WOOD POLE H -FRAME STRUG�TURE FOR AERIAL CABLES TO RECOVERY SEE _ DETAIL- 1 2 4 5 t I H. H. H. H. i OLD WOOD POLE H -FRAME I STRUCTURE TO BE i REMOVED SLACK SPAN AERIAL CABLES FROM I SERVICE ENTRANCE FITT NGS AT BUILDING TO POLE STRUCTURE I AERIAL CABLES INTO UPS ROOM SEE DETAIL 4 i UPS ROOM ` I H. 7 HUMIDIFIER DISC. SWI , u DPT (DIFF, PRESS.) I — — — — -- UPS ROOM I ABSORBER FANI — — APU-1 DISC. SW. AND START/STOP STA. L_ I L 111 V ' — I ROOM POWER PANEL ' .. �%Ii!�///%//ti/////Ao��////)'////////////// / / / / // =UPS BATTERY STRING 1, RAC (OFE- am m UPS -O , • • / —I UPS IN�UT ISOLATION rTRAN�M' / BLOCK : PLC :��►t FEEDER BKR.; UPS ROOM ®UPS BATTERY STRING 1, / _ CL / I.JPS BATTERY STRING 2, RACK B (OFE) -t FRONT / o .w►� �►r,S_ ■- 'O' • / i • SMOKE D• / � .� . / MEIN . I `— LIGHTING & UTILITY PANEL BELOW TRANSFORMER SEE DETAILSH. 2 7 NEW UPS/BATTERY BUILDING POWER PLAN EL. 90,_6„ � _� _�_ BS 2 DRS 01/17/14 ISSUE FOR CONSTRUCTION 5005 W ►swam Rood %b 100. Wm Nw9o. 0R 97035 USA Td: i-503-6O—M F= 1-503-924-7001 1 DRS 11/13/131 ISSUE FOR BID 0 DRS ppmmf REPLACE DISTRIBUTION PANEL REVISIONS NO BY DATE REVISIONS ml GENERA NOTESt A. ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES AND THE OWNER'S REPRESENTATIVE PRIOR TO FABRICATION OR INSTALLATION OF ANY ELECTRICAL EQUIPMENT OR RACEWAYS. B. CONTRACTOR SHALL SEAL CONDUITS WITH DUCSEAL AT EQUIPMENT TERMINATIONS AFTER WIRE IS INSTALLED. C. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, CONDUIT, WIRE, BOXES, DEVICES AND DISCONNECT SWITCHES PER CURRENT OWNER STANDARDS, CONDUIT - GALVANIZED RIGID STEEL UNLESS OTHERWISE NOTED WIRE - TYPE XHHW-2 UNLESS OTHERWISE NOTED KEYED NOTESi lO SEE PANEL SCHEDULE DRAWING KRE-445-008-B, SH.3 FOR PANEL SPECIFICATION. 2� CONTRACTOR SHALL PROVIDE NEW LABELS AND PANEL SCHEDULE TO MATCH ACTUAL CIRCUIT CONNECTIONS. �3 CONTRACTOR SHALL TURN OVER REMOVED EQUIPMENT TO MILL. �4 CONTRACTOR SHALL FURNISH AND INSTALL FIRE RESISTANT STORAGE CABINET, 72' x 36' x 19 Y' DEEP WITH (4) ADJUSTABLE SHELVES. 'FIRE KING' #CF7236-D, OR EQUIVALENT. �5 CONTRACTOR SHALL FURNISH AND INSTALL 120/208V, 3P WYE, 80/160KA SURGE PROTECTIVE DEVICE (SPD). EMERSON MODEL #510YA08ANCLIS IN NEMA 12 ENCLOSURE, OR EQUIVALENT. 6 SEE STRUCTURAL DRAWING KRS-1506-2 FOR CONDUIT WINDOW LOCATIONS AND DETAILS. POLD LINES DENOTE NEV� FE8 13 (. planner: tTllk RECOVERY AREA INTERNATIONALPAPER UPS & BATTERY ROOM Received* POWER PLAN FEB 10 2014 Containerboard Manufacturing, Springfield, Oregon Final Submitt6I DRAWN BY: DLL 07/09/13 CHECKED BY: RJK 11/15/13 FILE: KRE-510-2,dw APPROVED BY: DRAWING NO. SHEET REV SCALE: As Noted KRE-510 2 of 2 - LIGHT LINES DENOTE EXISTING 1_z_z_z./_zz/� HATCH INDICATES REMOVE - NON-FUSED DISCONNECT SWITCH MOUNT AT +48'. '4X' INDICATES NEMA 4X, STAINLESS STEEL W/ VIEWING WINDOW, ALL DISCONNECTS SHALL HAVE VIEWING WINDOW FOR POSITIVE LOCKOUT VISUAL CONFIRMATION - 120V, DUPLEX CONVENIENCE OUTLET, MOUNTING HEIGHT AND CIRCUITING INDICATED (O�FEE) - OWNER FURNISHED EQUIPMENT ( r ') - INSTRUMENTATION (AS NOTED) PB - PUSHBUTTON STATI❑N CAS NOTED) FE8 13 (. planner: tTllk RECOVERY AREA INTERNATIONALPAPER UPS & BATTERY ROOM Received* POWER PLAN FEB 10 2014 Containerboard Manufacturing, Springfield, Oregon Final Submitt6I DRAWN BY: DLL 07/09/13 CHECKED BY: RJK 11/15/13 FILE: KRE-510-2,dw APPROVED BY: DRAWING NO. SHEET REV SCALE: As Noted KRE-510 2 of 2 A L CKT, 5 120VAC C C C N WIRING - OUTDOOR LIGHTING 4 (TYP.) 3 -WAY 3 -WAY SW. SW. OS L 120VAC D EXIT/ A EMERG. N WIRING - INDOOR LIGHTING CKTS 1 AND 3 - TYPICAL 4 ' � ............... i NEW UPS / BATTERY BUILDING LIGHTING PLAN EL, 90"-6'7 NORTH 0 2' 4' 8' 12' LIGHT FIXTURE SCHEDULE m LUMINAIRE LAMP MOUNTING VOLTAGE REMARKS TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER WATTAGE QTY ORDERING CODE A 98 LED, CLASS 1, DIV 2, GROUP B HOLOPHANE ` HPLED-98355KASUNGL5H55C_09189-2 116 N/A (INC. W/ LUMINAIRE) PENDANT 120-277 PETROLUX LED C ILED COOPER C -H V2LCA2/UNV1 22 N/A (INC. W/ LUMINAIRE) PENDANT 120-277 VAPORGARD LED D COMBINATION EMERGENCY LIGHT/EXIT LIGHT, LED, W/ LAMP HEADS & I REMOTE HEAD LITHONIA LHQMLED_RHO_SD, ELAQL0309 4,3 N/A (INC. W/ FIXTURE) WALL 120/277 NON -HAZARDOUS LOCATION, SELF DIAGNOSTICS W/OPTIONAL "MOUNTING FEET E COMBINATION EMERGENCY LIGHT/EXIT LIGHT, LED, W/ LAMP HEADS, CLASS 1, DIV 2, GROUP B LITHONIA LHZ618 S_1R__N0806SD 16 N/A (INC. W/ FIXTURE) WALL 120/277 HAZARDOUS LOCATION, HALOGEN LAMP HEADS, SELF DIAGNOSTICS, W/OPTIONAL MOUNTING FEET OS OCCUPANCY SENSOR, 360°DUAL TECHNOLOGY HUBBELL LVDT200ORI20 - - - CEILING 120 INFRARED/ULTRASONIC, , 2000 SQ FT OW,3SQ FT IC TIMER, ADJUSTABLE SENSITIVITY, 20, COVERAGE PE PHOTOCONTROL, OUTDOOR TORK 2II5 - - - 1/2' CONDUIT 120 15A MAX., ADJUSTABLE WINDOW DRAWING NO. DRAWING NO. REFERENCE 1 DRS 01/17/14 ISSUE FOR CONSTRUCTION 0 DRS 11/13/131 ISSUE FOR BID REV BY DATE REVISIONS NO. 3/4' CONDULET VAPORTIGHT CUSHION SWIVEL HANGER 8° SWING, 16 TO 100 -LB CAPACITY. CROUSE -HINDS CAT. NO. AHG22111 OR EQUAL SEE PLAN FOR FIXTURE TYPE �LJL UNISTRUT "* ` STAINLESS STEEL PARALLEL PIPE CLAMP, UNISTRUT CAT, NO. P1565SS OR EQUAL (TYP,) 3/4' CONDUIT \_-3/4' CONDUIT PENDANT - LENGTH AS REQUIRED TO PROVIDE MOUNTING HEIGHT SHOWN ON LIGHTING PLAN A. SEE PLAN FOR MOUNTING HEIGHT - ""*N PENDANT MOUNTED LIGHT FIXTURE DETAIL SCALEsNOT TO SCALE SHEET METAL SCREWS SEE PLAN FOR MOUNTING HEIC METAL DECKING SEE PLAN FOR FIXTURE TYPE CEILING MOUNTED INTERIOR LIGHT FIXTURE DETAIL SCALEiNOT TO SCALE AIR LIGHTS FOR BEST DISTRIBUTION ATTACH TO WALL WITH (4) 3/16' DIA. EXPANSION ANCHORS CONDUIT SIZE PER LIGHTING PLAN —� F.S. BOX WITH 15 AMP TWIST LOK 125 VAC CONNECTOR `- S.O. CORD NOT TO EXCEED 18' FIXTURE (SEE PLAN FOR TYPE) TOP 3/8' DRAIN HOLES ° 1/8' STEEL FRONT SIDE a, 13-1/2' J • N B SELECTOR SWITCH ALLEN BRADLEY 800T FLOOR M 2 POSITION MAINTAINED NAME PLATE (OPERATE/TEST) WALL MOUNTED EXIT/EMERGENCY LIGHT FIXTURE DETAIL WIRING NOTEi THE BRANCH CIRCUIT FEEDING THE UNIT EQUIPMENT SHALL BE THE SAME BRANCH CIRCUIT AS THAT SERVING THE NORMAL LIGHTING IN THE AREA AND CONNECTED AHEAD OF ANY SWITCHES. NEC ART.700-12(F) GENERAL NOTES, A. ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES AND THE OWNER'S REPRESENTATIVE PRIOR TO FABRICATION OR INSTALLATION OF ANY ELECTRICAL EQUIPMENT OR RACEWAYS. B. SEE LIGHTING AND UTILITY PANEL SCHEDULE DWG. KRE-510_9B FOR CIRCUITS, KEYED NOTES, Ol MOUNT FIXTURES AT 10'-0' ABOVE FIN. FLOOR, O MOUNT (1) REMOTE HEAD FROM COMBINATION EMERGENCY LIGHT/EXIT LIGHT IN VESTIBULE. MOUNT AT 8'-0' ABOVE FIN. FLOOR, LEGEND - LIGHTING O - LUMINAIRE, CEILING OR PENDANT MOUNT I- - LUMINAIRE, WALL MOUNT f - EXIT LIGHT, FACE POSITION INDICATED. ARROWS INDICATE AIMING OF LAMP HEADS PE - PHOTOCELL FOR OUTDOOR LIGHTING CONTROL ® - OCCUPANCY SENSOR, CEILING OR PENDANT MOUNT S3 - LIGHT SWITCH, 3 -WAY Sq - COMBINATION LIGHT SWITCH AND RECEPTACLE, 20A-1P/120V P2785 U -BOLT BEAM CLAMPS - UNISTRUT SEE PLAN FOR MOUNTING HEIGHT kFE8 13 2014 Manner SEE PLAN FORI-BEAMS --JFIXTURE TYPE CEILING MOUNTED EXTERIOR LIGHT FIXTURE DETAIL SCALEtNOT TO SCALE RECOVERY AREA Date wive a INTERNATIONALI& PAPER UPS & BATTERY ROOM LIGHTING PLAN AL BS FEB 10 201 Containerboard Manufacturing, Springfield, Oregon 5085 SN Necdm ROM Sub ,00. wo Oeve9u. OR 97035 USA Td: 1-503-82h3000 imc 1 -50S -82h3001 Final Submittal DRAWN BY: DLL 07/15/13 CHECKED BY: RJK 11/15/13 FILE: KRE-510-4,dw APPROVED BY: DRAWING NO. SCALE: 1/4' = 1'-0' KRE — 510 SHEET REV OF 1 C7) 3/8' GALV. STEEL TENSION SPAN O.H. SHIELD WIRE EYE-BOLTS (TYP.)- GENERAL NOTES1 3/8" GALV. STEEL WIRE, CLAMP '"- - 0. = a SUPPORT CABLE SEE DETAIL 1ra la TO O.H. SHIELD AND ROUTE DOWN 22 SLACK LOOPS TO ® ® A. ELECTRICAL CONTRACTOR TO (❑ORDINATE WITH ALL B r POLE TO GROUND ROD GALV. STEEL 3/4' EYE BOLTS (MACLEAN NEW UPS BUILDING OTHER TRADES AND THE OWNERS REPRESENTATIVE PRIOR J95XX SERIES) WITH CURVED WASHERS THRU USING STAINLESS TO FABRICATION OR INSTALLATION OF ANY ELECTRICAL SEE DETAIL 2 00 QQ 9`-6" POLES AND CROSS-ARMS FOR LINE HARDWARE STEEL 'KELLUMS" © EQUIPMENT OR RACEWAYS. �""-- ATTACHMENTS, INSTALL AS MANY AS REQUIRED TYPE GRIPS - TYP. TO PROVIDE FOR EACH DEAD-END ATTACHMENT Q o � B. SEE DRAWING KRE-510, SHEET 2 FOR POWER PLAN AND V-BRACE n 12 11 10 L.'J �3 O � CAPPROX. 19) I ( 6 DETAIL LOCATIONS. i C. NEW AERIAL CABLE CORRIDOR TO MATCH EXISTING. NEW a 16 20 ! TYP CABLE SAGS SHALL NOT EXCEED EXISTING. UPPER EXISTING B L,. CROSS-ARM AERIAL CABLE SIZES ARE ASSUMED, CONTACT OWNER FOR MC x 18.7 STEEL EAST-WEST S ORT 18 19 DIRECTION IF SIZES ARE LARGER THAN SHOWN. -ARMS BOTH SIDES OF ! GALV. STEEL NORTHERN POLE ONLY -FOR .SPANS I TYPE 'MC' CHANNEL � CROSS-ARMS TO RECOVERY BOILER BUILDING. BOTH SIDES INSTALL 6 EYE-BOLTS (MacLean SEE DETAILS 4 5 5/8x1 3/4' SHOULDER OF POLES V-BRACE EYE-BOLTS WITH FLAT 3/4 SHOULDER-EYE #J95xx, OR WASHER, LOCKWASHER AND KEYED NOTES, EQUIVALANT) DEAD-ENDS ON I I NUT, ALL GALVANIZED. 3/8' STEEL EACH ARM. 23 _ ON UPPER AND MESSENGER FOR © T® To 1. EXISTING UNDERGROUND OBSTRUCTIONS SHOULD BE ASSUMED TO 21 � INSTALL 6 EA. NEW TENSION SPANS 17 20 LOWER SHORT CROSS-ARMS EXIST. FULL SIZE HOLE AUGER MAY ONLY BE USED AFTER ' ' ' ' ' ' ' T EXPLORATORY HAND DIG TO CONFIRM CLEAR GROUND. OLD _ _ _ _ FOOTINGS MAY REQUIRE REMOVAL PRIOR TO PLACEMENT ❑F NEW t2) 3/4'4— A36 THD 15 14 13 �9 �8 O O POLES. RODS & NUTS I UTILIZE POLE LINE I UTILIZE EYE-BOLTS FOR @ 5'OC EA, HARDWARE THIMBLES AND ( KELLUMS TYPE GRIP 2. RECONNECT EXISTING UPPER CABLEi SAG TO APPROXIMATELY CLAMPS TO ATTACH ATTACHMENTS FOR 48 AT 40 F. ASSUME 3cc #1/0 CABLE WITH INITIAL SAG END TYP. 23 MESSENGER CABLES. ( { (2) EXISTING CABLE TRAYS INTERMEDIATE CABLE TENSION AT 660 LB. GUY HOOK, MACLEAN STAND OFF LENGTH AS I I TO BE RESUPPORTED WITH SUPPORT. GRIPS SHALL BE LOWER CRESS—ARM 'P' REQUIRED. I I NEW UNISTRUT. INSTALL STAINLESS STEEL 3. RECONNECT EXISTING UPPER CABLEi SAG TO APPROXIMATELY P SERIES OR TEMPORARY SUPPORTS UNTIL 48' AT 40°F. ASSUME 3cc #1/0 CABLE WITH INITIAL SAG EQUIVALANT. ° CONDUCTOR SLACK I I OLD POLES ARE REMOVED. FOR POLE GUY 90 ( I SECTION B-B TENSION AT 660 LB. TAKE-OFFS APPROX. LOOP AS REQUIRED { I X-BRACE -1/2X1/4' (TYP. _N v-B FSC 23 4 SHORT R T CROSS —ARM — 4. RECONNECT EXISTING UPPER TWIN CABLES+ SAG TO 23 R Esq AERIAL CABLE ARRANGEMENT POLE END APPROXIMATELY 48 AT 40 F. ASSUME (2) 3cc #1/0 CABLES _ WITH INITIAL SAG TENSION AT 1330 LB, 3 Cl> 3/4'9 A325 BOLT W/ I I SCALES 1'=1'-0' - SCALES 1'=1'-0' 5. RECONNECT EXISTING LOWER CABLE+ SAG TO APPROXIMATELY 21 PLCS TYP C4) 3/4' PL. SPACER 23 I I 48' AT 40°F. ASSUME 3cc #4 CABLE WITH INITIAL SAG - HUBBELL .GALV. STEEL I I TENSION AT 280 LB. PROVIDE NEW BRACKET ARMS, OR ATTACHMENT FOR EQUIVALANT. INSTALL I { 22 6. RECONNECT EXISTING LOWER MV CABLES SAG T❑ 12 8 NOTE+ SEE STRUCTURAL <2> POLE GUYS - EXISTING PHONE AS REQUIRED USING I ( 68 68 APPROXIMATELY 72" AT 40°F. ASSUME 3-350KCMIL TRIPLEX 5 7 6 10 11 NEW STEEL BRACKETS WITH DEAD-END DRAWING KRS-1506_5 FOR iSKV CABLE WITH INITIAL SAG TENSION AT 1660 LB. o BACK TO PIPE LINE AS READ. GALV. STEEL STRUT f 1 1 DETAILS K BRACKETS BRIDGE. SUPPORTS FOR CONDUIT 1 r , + + SHOULDER-EYE #J95XX, OR EQUIVALANT) SUPPORTS AND WALL RECONNECT EXISTING LOWER MESSENGER ONLYi SAG TO o EYE BOLTS (MacLean 3/4 w {2) PLCS AS AND CABLE TRAY I I + + TT ppii pL 7, SHOWN C2> EXISTING I TOPY❑FC MOF 141'-6' PENETRATION WINDOW. APPROXIMATELY 48' AT 40°F. CONDUITS TO BE ( { 8. RECONNECT EXISTING LOWER MV CABLEt SAG TO RESUPPORTED _ J,v _ _ • • — — APPROXIMATELY 72' AT 40°F. ASSUME 3-350KCMIL TRIPLEX EXISTING MV CABLE DEAD-END I ATTACHMENT TO REMAIN 15KV CABLE WITH INITIAL SAG TENSION AT 1660 LB. ( I r v-, - — — 9. RECONNECT EXISTING LOWER CABLEi SAG TO APPROXIMATELY 56' AT 40°F. ASSUME 3cc #4 CABLE WITH INITIAL SAG CLASS 'HI" 60' CLASS 'Hi" 65' + + NEW STEEL BRACKET WITH TENSION AT 230 LB. TREATED DOUGLAS TREATED DOUGLAS OLD WOOD POLES + DEAD-END EYE BOLTS FIR TRANSMISSION FIR TRANSMISSION I ��TO BE REMOVED 10. NEW UPPER CABLE+ SAG TO APPROXIMATELY 48' AT 40°F. POLE POLE - I AFTER TRANSFER + + - 13 14 + MOVE DEAD-ENDS TO NEW ATTACHMENTS 3cc #1/0 CABLE WITH INITIAL SAG TENSION AT 660 LB. { OF LOADS IS 00/ COMPLETE.15 AND REMOVE VERTICAL ANGLE 11. NEW MESSENGER ONLY, SAG TO APPROXIMATELY 48" AT ° I I ..... ' 40 I { + + + EXISTING DEAD-END ATTACHMENTS F' TO REMAIN, EXCEPT AS NOTED NEW UPPER CABLEi SAG TO APPROXIMATELY 48' AT 40°F. COMPACTED I { ( 2 I I 12. FILL OLD WOOD FIBER-OPTIC TYPE ADSS WITH INITIAL SAG TENSION AT 130 LB. CRUSHED 3/4"- MOUND BACKFILL I ( -+ + SELECT BACKFILL AROUND POLES I I POLE HOLES WITH COMPACTED 13. NEW LOWER CABLES SAG TO APPROXIMATELY 56' AT 40°F. AROUND POLES 6° HIGH I I CRUSHED 3/4°- + 4CC #4/0 CABLE WITH INITIAL SAG TENSION A T 980 LB. I ( SELECT BACKFILL I + NEW UNISTRUT SUPPORTS ON OUTSIDE WALL TO PROVIDE CABLE SUPPORT 14. NEW LOWER CABLES SAG TO APPROXIMATELY 56' AT 40°F. CU + + 9 4 + 3cc #2 CABLE WITH INITIAL SAG TENSION AT 360 LB. + I I 15. NEW LOWER CABLEi SAG TO APPROXIMATELY 56' AT 40°F. z ► i I 3cc #2 CABLE WITH INITIAL SAG TENSION AT 360 LB. Uj SEE CAUTION O I { + I ao + , 16. TOTAL DESIGN TENSION ON POLE STRUCTURE UPPER ARM N-S Uj FLOOR EL. 123'-0" DIRECTIONi WITH 1/2' ICE - 4494 LB. I I NEW CONDUIT WALL PENETRATIONS CD 24'9 TYP. INTO EXISTING UPS & BATTERY ROOM TOTAL TOTAL 17. DESIGN TENSI❑N ON POLE STRUCTURE LOWER ARM N-S I ( __j+ SEE DETAIL I❑N+ 000WITH 1/2' ICE - 7083 LB. I Oo 24r ELEVATION — LOOKING WEST ELEVATION LOOKING SOUTH + +100000 ;D 18. TOTALNEGLIGIBLE DESIGN TENSION ON POLE STRUCTURE E-W DIRECTIONt I I + 19. EXISTING CABLES UTILIZE EXISTING MESSENGER WIRE AND rl"� WOOD H-FRAME POLE STRUCTURE I RIGID CONDUIT ATTACHMENT INSIDE ROOM\\-STEEL PLATE FOR HARDWARE. IF NOT USABLE, REPLACE IN KIND. SCALES 1/4'=1'-0° WATERTIGHT CONDUIT CDNDUIT PENETRATIONS 20. NEW CABLES SHALL UTILIZE 3/8' "UTILITY' GRADE GALVANIZED HUB AND COUPLING STEEL MESSENGER / GUY WIRE (MIN. BREAKING STRENGTH WOOD POLE 10,800#), ATTACH TO EYE-BOLTS USING THIMBLE AND 3-BOLT TENSION SPAN CLAMP ON ONE END AND DUCTILE IRON STRAIGHT LINE DEAD EYE-BOLTS,�/—1 U'O X-STRG PIPE, SERVICE ENTRANCE END CLAMP (HUBBELL MDE60C, OR EQUIVALENT) ON THE OTHER SEE DETAIL i 1/4"x4'x0'-4" FIELD DRILL 19f6'0 HOLE CUT TO LENGTH FITTING (WEATHER HEAD) END TO FACILITATE TENSIONING. SECURE CABLES TO UPPER CROSS-ARM 23 CURVED FOR 3 O A325 BOLT STEEL BOX FRAME INSIDE MESSENGER WITH UV RESISTANT TY-WRAPS AT MAXIMUM 24' WASHER (TYP. 2 PLACES) <2) %!0 A36 THD RODS WALL TO SUPPORT INTERVALS (PANDUIT 'DURA-TY' OR EQUIVALENT) NEW FIBER ri (8x11.5 CFS) MC8x18.7 <N — — — & NUTS @ 5" OC EXTERIOR WALL PLATE ' A r = — _ ( OPTIC CABLE SHALL UTILIZE WEDGE TYPE DEAD ENDS AT EACH END FOR ADSS CABLE (SEE AFL ADSS DEAD END). L 3-1/2"x3-1/2' �+ ® SLACK CABLE SPAN DRIP LOOP o 3/4'0 A325 BOLT TYPICAL 21, NEW STRUCTURE GUYS UTILIZE 1/2' 'HIGH STRENGTH' GRADE A <HDG) ti ��. GALVANIZED STEEL GUY WIRE (MIN. BREAKING STRENGTH 7/8'0 A36 THD CLIP 1°X1' Gq� rf 19,100#). ATTACH WITH 3-BOLT CLAMP ON ONE END AND RODS &NUTS TYP. 1 S MACLEAN STRANDVISE , OR EQUIVALENT AT OPPOSITE END. �1 TYPE 'MC' CHANNEL 4% 3/4' PL. r FLOOR EL. 10T-0' + 22. OVERHEAD SHIELD WIRE SHALL BE 3/8°'UTILITY GRADE 5/8x1 3/4 SHOULDER EYE-BOLTS WITH (ONE SIDE ONLY) Y TYP. C8 OR MC8, SEE DET-1 FLAT WASHER, LOCKWASHER AND NUT, " " " GALVANIZED STEEL. TENSION TO SAG APPROX. 48" AT 40°F ALL GALVANIZED. INSTALL (5) ON UPPER 3/4" 3 1 4 1y2" 3 1 " X 8' BENT PL / WITH INITIAL TENSION AT APPROX, 130 LB. LEVEL CROSS-ARM (TYP. 2 PLACES) CONTINUE TO EARTH GROUND - ATTACH TO WOOD POLE WITH (NONE REQUIRED ON LOWER CROSS-ARM)OI � z GALVANIZED CLIPS AND BOND TO GROUND ROD BELOW. ;� I 1 32°95 X-STRG PIPE 23. ALL STRUCTURAL STEEL ITEMS SHALL BE HOT-DIP GALVANIZ UTILIZE EYE-BOLTS FOR UPPER " 1 32'9 X-STRG PIPE, CUT TO LENGTH ED. ATTACHMENT OF SLACK SPAN M I " CUT TO LENGTH SEE STRUCTURAL STEEL NOTES ON DRAWING KRS-1506 SHEET 1. 3/4 PL. � C2> �'0 A36 THD MESSENGER WIRES FROM UPS ROOMI ' (2) %1'0 A36 THD RDD RODS & NUTS @ BELOW. USE 3/8' UTILITY GRADE &NUTS @ 5' OC 5' OC GALV. STEEL WIRE WITH POLE 13/16'0 HOLE " LINE THIMBLE, CLAMP AND BAIL SECTION A-A 1' DIA HOLES 4 (2) O A36 THD RODS WOOD POLE FINAL SITE PLAN &NUTS @5'OC X-BRACE ATTACHMENTNOTE+ TENSION EYE BOLTS AERIAL CABLE D=EB 1 3 2094 LONG CRESS-ARM 3 AND WELDED TEE CONN, 23 6 SECTION - V-BRACE 23 NOT SHOWN FOR CLARITY. ARRANGEMENT RECOVERY BLDG, END planner: - SCALES 1/2'=i'-0' - SCALES 1/4'=1'-0" - SCALES 3/4'=1'-0' RECOVERY AREA INTERNATIONALI& PAPER UPS & BATTERY ROOM WOOD POLE STRUCTURE BS Date Received, Containerboard Manufacturing, Springfield, Oregon 8005 —5 11-624-3 Rood Sao 100, Wce C11 0R 87035 USA TOL 1-5U1 Fwc=t-503-82h3001 8 {}r 1 DRS 01/17/14 ISSUE FOR CONSTRUCTION 201 DRAWN BY: DLL ..07/10/1 0 DRS 11/13/13 ISSUE FOR BID CHECKED BY: MW/RJK 01/20/14 FILE: KRE-510_5.dw REV DRAWING N0. REFERENCE N� NO REV DRAWING N0. REFERENCE F Final Submittal APPROVED BY: DRAWING NO. SHEET N0. BY DATE REVISIONS NO REV REVISIONS BY DATE SCALE: As Noted KRE-510 57 OF . S ems® DRAWING NO. REFERENCE qR NEW BATTERY ROOM F ( 1 0 4 r r )01" 1' -TW -07 t L_ _-_ [_ _ _ _ 1' -PW -08 BOP ELi 9'-6' ' �OP ELS 11'-0 LJ 2" -MW -06- - ¢ PW -07- �pq�J-05 BOP ELi 9'-6' Z BOP ELS 9'-0' BOP ELS 11'-0' E-- -1' 2' -MW -04 BOP ELS 9'-0' F-- -1 _.1 l' -PW -07 1' -TW -07 BOP ELS 22'-3' � � BOP ELS 22'-1' 2'-MW-04 BOP ELS 18'-10 1/2' 1' -PW -07 BOP ELi 21'-0' �-H i 1 tLOCATION TBD) 2" -MW -04 BOP ELS 13'-8 1/2'TP 04 -Efl-F# -� POWER SOURCE :AA ION TSD) -PW-07 3P EU 18'-5' 1' -PW - BOP EL 15'-6' €___ __._ ° e03T HEAT TRACING PLAN SCALE( 1/8'=1'-0' REF DRAWING NO. N0. i ^I <TYP of MULTI-PURPOSE TANK NORTH 0 4' 8' 16' 24' REVISIONS 1 DRS 01/17/141 ISSUE FOR CONSTRUCTI 0 DRS 11/13/13 ISSUE FOR BID REV BY DATE REVISIONS NO. PIPING DIAGRAM (HEAT TRACED LINES ONLY) N.T.S. CONDENSATE COOLER FHSj, i N � IW 1/2' I i I 1X1/2 75 PSIG I y—i, r—� 1X1/2 I I 2' 1X1/2 J R Iz A 'J H h TIE IN JG WALL E.W. AIR HANDLING UNIT 445-722 GENERAL A. NOTESi THE HEAT TRACE CABLE INDICATED IS SHOWN LEGEND DIAGRAMMATICALLY, PIPING ELEVATIONS SHOWN ARE EL APPROXIMATE AND SOME PIPES WILL BE FIELD ROUTED. DateReceived: CONTRACTOR SHALL VERIFY ACTUAL CABLE ROUTING PB AND COMPONENT REQUIREMENTS AND PROVIDE AND Containerboard Manufacturing, Springfield, Oregon INSTALL AS REQUIRED. REFERENCE PIPING AND P&ID 5M SW Umdo s Rood Suf. 100, tdwaowepo, OR 97035 USA Td: 1-503-024-3000 fax 1-503-824-3001 Final Submittal DRAWINGS FOR ADDITIONAL DETAIL AND CLARIFICATION. /� B. ALL POWER CONNECTION BOXES AND END -OF -LINE PENTAIR DIGITRACE #AMC -F5 OR APPROVED EQUAL. SIGNAL LIGHTS SHALL BE MOUNTED TO PROVIDE THE —HT— PER FOOT, 120V, WITH FLUOROPOLYMER JACKET. MOST VISIBLE AND ACCESSIBLE LOCATIONS. RAYCHEM 3BTV1-CT OR APPROVED EQUAL. C. AN END -OF -LINE SIGNAL LIGHT SHALL BE INSTALLED 1 SCALE: 1/4' = 1'-0' AT THE END OF EACH HEAT TRACE CABLE RUN. THE SIGNAL LIGHTS SHALL BE VISIBLE AND ACCESSIBLE. FROM MAXIMUM 8'-0' ABOVE GRADE LEVEL ELEVATIONS AND MAXIMUM 6'-0' ABOVE PLATFORM ELEVATIONS, HUMIDIFIER 445-723 D. PROVIDE 'ELECTRIC TRACE' WARNING LABELS ON ALL M HEAT TRACED PIPES, MAXIMUM 10 FT. SPACING. RAYCHEM ETL OR APPROVED EQUAL. E. ONE RUN OF HEAT TRACE CABLE IS REQUIRED FOR FREEZE PROTECTION ON EACH OF THE LINES SHOWN, SEE DRAWING KRE-510-8 FOR TYPICAL HEAT TRACE INSTALLATION DETAILS. 71[IlI11101 : KEYED NOTES 1� INSTALL POWER CONNECTION KITS AND THERMOSTATS AT POWER ENTRY POINTS. HEAT TRACE NOT REQUIRED INSIDE THE BUILDING, PB T O BASKET FILTERS= INSTALL HEAT TRACE CABLE (3BTV1-CT), SPIRAL WRAP ON EACH FILTER. �3 INSTALL END OF LINE SIGNAL LIGHTS AT PIPING TIE INS AND AT BUILDING WALL. �4 POWER SOURCE( A NEW HEAT TRACE PANEL WILL BE INSTALLED ALONG THE E -W PIPE BRIDGE BY OTHERS, UNDER SEPARATE CONTRACT, CONTRACTOR SHALL UTILIZE (3) 120V, 20A CIRCUITS FOR HEAT TRACING SHOWN UNDER THIS CONTRACT, LOCATION OF PANEL IS APPROXIMATE. planner. HEAT TRACE COMPONENT LIST LEGEND DESCRIPTION EL END OF LINE SIGNAL LIGHT, 120V, DateReceived: RAYCHEM E -100 -L1 -A OR APPROVED EQUAL PB POWER CONNECTION KIT, RAYCHEM JBS-100-A Containerboard Manufacturing, Springfield, Oregon OR APPROVED EQUAL. PROVIDE SPECIAL ADAPTERS 5M SW Umdo s Rood Suf. 100, tdwaowepo, OR 97035 USA Td: 1-503-024-3000 fax 1-503-824-3001 Final Submittal FOR 1' OR LESS PIPES. /� AMBIENT SENSING THERMOSTAT, SET TO 40°F. (J PENTAIR DIGITRACE #AMC -F5 OR APPROVED EQUAL. HEAT TRACE CABLE, SELF-REGULATING, 3 WATTS —HT— PER FOOT, 120V, WITH FLUOROPOLYMER JACKET. REV RAYCHEM 3BTV1-CT OR APPROVED EQUAL. planner. D RECOVERY AREA INTERNATIONALS PAPER UPS & BATTERY ROOM DateReceived: HEAT TRACING PLAN � L BS FEB 10 2014 Containerboard Manufacturing, Springfield, Oregon 5M SW Umdo s Rood Suf. 100, tdwaowepo, OR 97035 USA Td: 1-503-024-3000 fax 1-503-824-3001 Final Submittal DRAWN BY: DLL 10/28/13 CHECKED BY: RJK 11/15/13 FILE: KRE-510-6,dw APPROVED BY: DRAWING NO. SHEET REV KRE-510 6T OF 1 SCALE: 1/4' = 1'-0' D DO REUSE EXISTING UPS TO m ly Ce � DISTRIBUTION PANEL FEEDER = J I- P _ 6' J C-) _j 0 _j Do GENERAL NOTES ` THREADED ROD ¢z W a ¢z¢=z w m w ¢ A. ELECTRICAL CONTRACTOR TO COORDINATE WITH ALIGN TOP OF NEW PANEL AT ______ HANGERS - SUPPORT Z A � to P ALL OTHER TRADES AND THE OWNER'S SAME ELEVATION AS EXISTING FROM ROOF STEEL a w z U_ z L. w REPRESENTATIVE PRIOR TO FABRICATION OR PANEL INSTALLATION OF ANY ELECTRICAL EQUIPMENT DR RACEWAYS. CONSTRUCT _j-� o a n- a 0 B. SEE DRAWING KRE-510, SHEET 2 FOR POWER O TRANSFORMER 5 z i ae PLAN AND DETAIL LOCATIONS, SUPPORT USING LIGHTING & to w > w > UNISTRUT P1000HG UTILITY Z Z CU CHANNELS TRANSFORMER NAMEPLATE GROUND TERM. 1'x2' W/ FUSE 911111111 �j BARRIER IDENT. UPS POWER DISTRIBUTION BLOCK 1 KEYED NOTES+ NEW 'RECOVERY UPS DISTRIBUTION 4Inn PANEL EL 445-008B', INSTALL IN TO MOTORS AND I�! POWER DISTRIBUTION BLOCKi ROCKWELL PLACE OF EXISTING UPS o TERMINALS AND FUSES DETAIL PUSHBUTT NS ENCLOSED, 510A, 2-LOAD, 2-LINE DISTRIBUTION PANEL. PANELBOARD � N SEE 2 TO 480V #1492-PDElC225 (4 REQD.) IN ENCLOSURE, IS OWNER FURNISHED. CONDUITS - HOFFMANN #A1614SC W/#A16P14 PANEL. ROUTE BEHIND TRANSFORMER Im POWER PA EL O PLC AND COMMUNICATION UPS POWER FUSE BOX. H❑FFMAN ENCLOSURE #A-1008CHQR NEW SURGE PROTECTIVE DEVICE C WITH A10P8 PANEL. FERRAZ-SHAWMUT Ii\InternationalPaper\25L 791\Engr\Elec\P cemen \Pnl Photo-tight,JP (SPD) PANEL-BATTERYFINGERSAFE ROOM FUSE HOLDERS #USMII. NEUTRAL SUPPLY FAN MOTOR TERMINAL BLOCKS, AB #1492-J35 WITH 1/2' GALV. STEEL STARTS , NEMA SIZE #1492-EBJ16 END BARRIER. GROUND THRU-BOLTS AND 1 FVNR IN TYPE 1 TERMINAL AB #1492-GJ10. DIN RAIL, 35MM. RE-CONNECT EXISTING CONDUITS480V HARDWARE LIGHTINGCOMM.-, PLC &COMM ENCLOSURE 3 FUSE TYPE ATQ-20 AND TYPE ATQ-15 <2 AND WIRING TO NEW PANEL, CUT &UTILITY POWER EACH), END ANCHORS, AB #1492-EAHJ35. BACK EXISTING CONDUITS AS PANEL PANEL UPS POWER � � NECESSARY, BOX t UPS RD ABSORB M R UNIT �3 COMBINATION SIZE 1 FVNR MOTOR STARTERt FAN, 1 P VFD �9 ALLEN-BRADLEY #513-BAB-A2E-6XGPC-35, 480V, 34), 120V 130VA CPT, E! PLUS SOLID STATE OVERLOAD <1.0-5.0A RANGE), NEMA 1 C) ENCLOSURE. CDI 6' x 6' WIREWAY [::: NOTES, 1%0 3'-0' %D �4 TRANSFORMERt TIERNEY 'CORROSITRAN', 1. CONTRACTOR TO UTILIZE BREAKER 4• 1 Y-o• 6 r-o• 40KVA ISOLATION, 480V DELTA-480V WYE, POSITIONS AS NECESSARY TO I150°C RISE, CLASS 220, NEMA TP-1, COPPER ACCOMMODATE EXISTING WIRE ri a WINDINGS, UL LISTED. TIERNEY CAT. NO. LENGTHS. FURNISH AND INSTALL NEW CMU WALL EQUIPMENT LINE REACTOR IN ch #AC330-8T18H-COT-TP, WIRE AS REQUIRED WHERE EXISTING DOORWAY UPS INPUT NEMA 1 ENCLOSURE @ FEEDER WIRE IS TOO SHORT, ISOLATION �5 TRANSFORMERS TIERNEY 'CORRDSITRAN', TRANSF. 30KVA, 480V-208/120V DELTA-WYE, 2. RE-CONNECT FEED FROM EXISTING UPS TO SPARE 70A-3P BREAKER, FINISHED FLOOR FINISHED FLOOR 150*C RISE, CLASS 220, NEMA 1, COPPER Q WINDINGS, UL LISTED. TIERNEY CAT. NO. RESERVE NEW PANEL MAIN BREAKER #ACDI340-BT8H-COT. FOR PERMANENT FEEDER TO BE INSTALLED LATER. O 480V PANELB❑ARDi SEE POWER PANEL 10'-8• WALL SEGMENT SCHEDULE DWG. KRE-510_10-B FOR SPEC. NOTES �7 208V LIGHTING & UTILITY PANELBOARDi FOR CLARITY) NOT ALL CONDUIT IS SHOWN, SEE LIGHTING & UTILITY PANEL SCHEDULE DWG. DWG. KRE-510_9-B FOR SPEC. rl—'N, UPS DISTRIBUTION PANEL DETAILr2"*�STACKED TRANSFORMER & PANELBOARD DETAIL 3 VFD & STARTER INSTALLATION DETAIL 8 O oV UPS DISTRIBUTION PANELBDARDi SH, SCALES NONE SH. SCALEi ON SALE. NONE SH. SCALE i NONE FURNISHED BY OWNER TO IP SPEC. SEE POWER DISTRIBUTION SCHEDULE DWG. KRE-445-008-B. Q VFDt 1HP, 480V, ALLEN-BRADLEY POWERFLEX 753, FRAME 1 OPEN° TYPE,- 2JAMP`. AT. # 20F11RD2P1AA0NNNNN WITH PF750 NEMA 1 KIT 3/8' UTILITY GRADE GALVANIZED CAT. # 20-750-NEMAl-Fl, NEMA 1 HIM CAT. # STEEL MESSENGER WIRE TO WOOD 20-HIM-A6 AND INSTALLATION INSTRUCTIONS. POLE STRUCTURE, USE TO SUPPORT NON-SELF SUPPORTING 10 REACTOR, LINE SIDE, 5% IMPEDANCE REACTOR CABLES WITH UV RATED TY-WRAPS FOR A-B 753 1 HP VFD IN NEMA 1 ENCLSOURE. ROCKWELL #1321-3RA4-D. 2-1/2' BRONZE MACH. BOLTS 5/8' X 1 3/4' GALV. STEEL WITH BRONZE HARDWARE SHOULDER-EYE BOLTS WITH, FINISHED FLOOR GALV. NUT & WASHER �.� LIGHT TRAFFIC COVER 3'-0' @ BURNDY j#BBB14412E GROUND ACCESS WELL - CHRISTY CAT. NO. INSIDE. WALL 5' 4 4 � 1'-3' S' 12 x 4 x 1/4 STEEL COPPER GROUND BAR, STAND-OFFS CHRISTY CAT, NO, 9VB-924B OR EQUIVALENT 9VB-924C-Cl MARKED 'GROUND' OR EQUIVALENT OR EQUIVALENT ENTRANCE 70 F�O4 Cil INSULATOR <TYP> 4 � c FSERVICE ITTING 0 o° @ R 9' tD O RIGID CONDUIT CUT HOLES IN STEEL a BURNDY, 'GAR' TYPE INSIDE ROOM PLATE APPROXIMATELY C9 ....:. ;:I �.::`"=.:'`.: GROUND CONNECTOR OR FINAL 1- E PLAN 1/8' LARGER THAN 2-HOLE COMPRESSION C4 :.: ; : (' .; ..; ; EQUIVALENT CONDUIT DIAMETER. LUG BURNEY #YA282N WATERTIGHT CONDUIT ® ; :'::I �SANDFEB c�� HUB AND COUPLING A ,. planner: #4/0 BARE CU. GROUND SLACK CABLE SPAN DRIP LOOP. SEE DWG STEEL TUBE FRAME AROUND TO MAIN GROUND GRID, FOR CONTINUATION, G T .___ � WIRE — G KRE-510-5 FOR OPENING WITH GALV. STEEL BARE 4/0 COPPER SEE GROUNDING PLANS AERIAL .CABLE SPANS PLATE ON OUTSIDE WALL. SEE TO. GROUND GRID STRUCTURAL DRAWINGS #4/0 BARE CU. GROUND ROD AS GROUND WIRE INDICATED ON PLAN NO E& DWGS SECTION A - A L MOUNT TO WALL WITH (4) 3/16' DIA, EXPANSION ANCHORS, 4 CONDUIT ENTRY BOX AT WALL DETAIL r5**GROUND BUS BAR DETAIL 6 GROUND TEST WELL DETAIL SH, SCALEi NONESH. 3 SCALEi NONE SH. 3 SCALEi NONE RECOVERY AREA INTERNATIONAL@ PAPER UPS & BATTERY ROOM ���®155 Date e Wed' INSTALLATION DETAILS 9» 5M SW �" f 5 100.1 Taxi 300 TN000 : 1-503-824-31-503-824-1 9 0 201 �_ Final 8���tt�I 6Z_ Containerboard Manufacturing, Springfield, Oregon 2 DRS 01/17/14 ISSUE FOR CONSTRUCTION 1 DRS 11/13/13 ISSUE FOR BID_j DRAWN BY: DRS 08/05/13 0 DRS 08/05/13 REPLACE DISTRIBUTION PANEL CHECKED BY: RJK 11/15/13 FILE: KRE-510-7.dw APPROVED BY: DRAWING NO. I KRE-510 7 SHEET OF REV Z DRAWING NO. REFERENCE REF NO. DRAWING NO. REFERENCE REF NO. REV I NO. BY DATE REVS I IONS REV NO. BY DATE I I REVISIONS I I I SCALE: As Noted DO GENERAL A. NOTESi THE HEAT TRACE CABLE INDICATED IS SHOWN DIAGRAMMATICALLY. CONDUIT CONNECTION HUB PIPING ELEVATIONS SHOWN ARE APPROXIMATE AND SOME PIPES WILL BE FIELD ROUTED. CONTRACTOR SHALL VERIFY ACTUAL POWER ON POWER CONNECTION KIT CABLE ROUTING AND COMPONENT REQUIREMENTS AND PROVIDE AND INDICATING LIGHT HEATING CABLE INSTALL AS REQUIRED. REFERENCE PIPING AND P&ID DRAWINGS FOR ADDITIONAL DETAIL AND CLARIFICATION. WEATHERPROOF JACKET O SELF REGULATING SELF REGUL ING B. ALL POWER CONNECTION BOXES, AND END -OF -LINE SIGNAL LIGHTS METALLIC PIPE 1� METALLIC PIPE TAPE i�l SHALL BE MOUNTED TO PROVIDE THE MOST VISIBLE AND }EA,TING CABLE THERMAL INSULATION TAPE ACCESSIBLE LOCATIONS. SELF REGULATING TOP TDP C. AN END -OF -LINE SIGNAL LIGHT SHALL BE INSTALLED AT THE END OF EACH HEAT TRACE CABLE RUN. THE SIGNAL LIGHTS SHALL BE VISIBLE AND ACCESSIBLE FROM MAXIMUM 8'-0' ABOVE GRADE LEVEL ELEVATIONS AND MAXIMUM 6'-0' ABOVE PLATFORM ELEVATIONS. D. PROVIDE 'ELECTRIC TRACE' WARNING LABELS ON ALL HEAT TRACED PIPES, MAXIMUM 10 FT. SPACING. RAYCHEM ETL OR APPROVED EQUAL. IPROTECTION. E. ONE RUN OF HEAT TRACE CABLE IS REQUIRED FOR FREEZE I TWO RUNS ARE PROVIDED IN SOME CASES TO THERMAL INSULATION THERMAL INSULATION MINIMIZE THE USE OF SPLICE BOXES AND ADDITIONAL END OF LINE SIGNAL LIGHTS. METALLIC PIPE PIPE STRAP TAPE 24 INCHES WEATHERPROOF JACKET WEATHERPROOF JACKET 24 INCHES CTYPICAU (TYPICAL) NOTE 1. CABLE LOCATED AT NOMINAL 45° BELOW CABLE LOCATED AT NOMINAL 45° BELOW HORIZONTAL HORIZONTAL CENTERLINE. CENTERLINE ON EITHER SIDE. 1 POWER CONNECTION K2*"`N ONE RUN OF CABLE T W ❑ RUNS ❑ F CABLE - SCALES NOT TO SCALE - SCALE' NOT TO SCALE KEYED NOTES' - SCALEt NOT TO SCALE PROVIDE GLASS INSTALLATION TAPE, RAYCHEM GS -54 OR APPROVED EQUAL. HEATING CABLE SELF REGULATING EXPANSION JOINT FLANGE POSITION WITH WHERE APPLICABLE PIPE EXPANDED WHERE APPLICABLE ORIFICE PLATE, WHERE APPLICABLE METALLIC PIPE Z//A) WEATHERPROOF JACKET METALLIC PIPE THERMAL INSULATION III III METALLIC PIPE 100r— III I I I III I!I III I1I TAPE 11! III \- o I!I I!I LIJ LU HEATING CABLE TAPE Ol WEATHERPROOF JACKET SELF REGULATING CONDUIT CONNECTION FITTING TO BE SUITABLE HEATING CABLE TAPE Ol FOR AREA CLASSIFICATION. SELF REGULATING HEATING CABLE MAY BE RUN CONTINUOUSLY FLEXIBLE CONDUIT THROUGH THE CONDUIT. THERMAL INSULATION NOTE, 1. FULLY INSULATE AND WEATHERSEAL 1. HEATING CABLE IS APPLIED TO THE OUTSIDE (LONG) -'*'\N RADIUS OF THE PIPE ELBOW. FLEXIBLE CONNECTION/ r4 PIPE ELBOW 5 FLANGE/ORIFICE FLANGE 6 EXPANSION JOINT/JUMPER BETWEEN PIPES - SCALEi NOT TO SCALE - SCALEt NOT TO SCALE - SCALE+ NOT TO SCALE PRESSURE GAUGE WHERE APPLICABLE END SEAL/END OF LINE SIGNAL LIGHT HEATING CABLE SELF REGULATING WEATHERPROOF JACKET SHUT-OFF FINAL VALVE CB HEATING THERMAL INSULATIONE8 SELF REGULATING TAPE 1 j / THERMAL INSULATION 1 ZQ� , W/ WP JACKET ii planner.. -- A/ INLET '\- /I/ OUTLET HEATING CABLE SELF REGULATING METALLIC PIPE METALLIC PIPE METALLIC PIPE PIPE STRAP TAPE TAPE FILTER BODY NOTE, 1. FULLY INSULATE AND WEATHERSEAL LINE AND GAUGE. r7 -' PRESSURE GAUGE/VALVE K8NEND OF LINE SIGNAL LIGHT 9 BASKET FILTER - SCALEi NOT TO SCALE - SCALES NOT TO SCALE - SCALE+ NOT TO SCALE RECOVERY AREA INTERNATIO14ALW PAPER UPS & BATTERY ROOM Date Received, TYPICAL HEAT TRACING DETAILS AL�oBS�E 2014Containerboard Manufacturing, Springfield, Oregon 5005 SW Yeodom Rood We 100. Lake Oeeego. OR 87035 USA Tek I-503-624-3000 F= 1-503-624-3001 BY: DLL Final Submittal . - ' CHECKED BY: RJK 07/10/13 11/15/13 FILE: KRE-510_8,dw 1 DRS 01/17/14 ISSUE FOR CONSTRUCTIONDRAWN 0 DRS 11/13/131 ISSUE FOR BID DRAWING NO. REFERENCE REF NO. DRAWING NO. REFERENCE REF N0. REV NO. BY DATE REVISIONS REV NO. BY DATE REVISIONS APPROVED BY: SCALE: As Noted DRAWING NO. SHEET REV KRE-510 8 OF 1 EXISTING COMMUNICATIONS TO RECOVERY DCS ooh EXISTING NETWORK SWITCH IN RECOVERY RACK ROOM FIBER OPTIC PATCH CABLEO4 FDU @ 1-1/2'C SLEEVE. FURNISH AND INSTALL (1) 24 STRAND MULTI -MODE ADSS FIBER OPTIC CABLEt AFL MINI -SPAN 383, CAT. #AE0246C420AAO W G TYPE TC CABLE GENERAL NOTES A. ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES AND THE OWNER'S REPRESENTATIVE PRIOR TO FABRICATION OR INSTALLATION OF ANY ELECTRICAL EQUIPMENT OR RACEWAYS. B. SEE DRAWING KRE-510, SHEET 2 FOR POWER PLAN AND DETAIL LOCATIONS. EXISTING MCC PROVIDE AND INSTALL 3/C MCOSE NEW CIRCUIT BREAKER ON MESSENGER CABLE 1' UG, PVC RACEWAY C. SEE RECOVERY UPS UNIT ONE LINE 150A/3P IN EXISTING MCC DIAGRAM FOR ADDITIONAL WIRING RELATED TO THE UPS AND BATTERY SYSTEM, DWG 480 ��""� LSH DRY SUMP KRE-445-008-B, SHEET 5 OF 5. VAC HIGH LEVEL SW. 2'C SLEEVE D. LIGHTING AND RECEPTACLE CIRCUITS NOT LOCATED IN EXISTING SHOWN. RECOVERY ELECTRICAL ROOM LOCATED AT EXISTING RECOVERY BUILDING KEYED NOTES Ol CONTRACTOR SHALL FURNISH AND INSTALL _ _ _ _ _ _ _ _ _ ASSEMBLY FOR NETWORK SWITCH AND LOCATED IN NEW RECOVERY UPS/BATTERY BUILDING FIBER OPTIC PATCH CABLE 03 •• •••�• • FIBER DISTRIBUTION UNIT CONSISTING OF 2'C SLEEVE 1-1/2'C SLEEVE HYDROGEN AND HYDROGEN - �' I SULFIDE GAS DETECTORS ( THE FOLLOWINGFURNISH AND INSTALL - RITTAL #DK7712,135 THREE PART WALL CAT, 6A RATED PLC CABINET INTEGRATED H2S MOUNTED ENCLOSURE, AB 1756 3#14, - UPS ROOM ( - ROCKWELL STRATIX 2000 PATCH CABLE 3/4'C FIRE &GAS CONTROLLOGIX ( I ALARM PANEL H ( #1783-US03TO1F ETHERNET SWITCH (DIN I I ( ( ( BATTERY ROOM 1 RAIL MOUNT). -) 5 - ROCKWELL #1606-XLS240E 24V POWER 480V-30 F : I O I ( H ( - SUPPLY MOUNT). POWER PANEL I I FDU I I BATTERY ROOM I I I FIRE / SMOKE DETECTORS ( - FIBER DISTRIBUTION UNIT, 19" RACK I I ( ( II MOUNT, WOCC #RTC3613. ITH CAPACITY FOR MINIMUM 24 UPS ROOM - (4) ST ADAPTER PANELS OCC #616MMST. 60A ( I I I (:19W I �P� NETWORK SWITCH I I ( 2 UPS ROOM 02 CONTRACTOR SHALL FURNISH AND INSTALL 3#8, 1#lOG, 3/4"C ( I ( I (24) ST COUPLERS IN EXISTING ADAPTER UPS ROOM AC -1 24V I ( PANELS. 26.6A (MCA) I I POWER O1 I ( I I 2 BATTERY ROOM 3 CONTRACTOR SHALL FURNISH AND INSTALL I SUPPLY { ( I O 6.25/125 MULTIM❑DE ST TO LC DUPLEX (� 71 30A I I I 120V ( I I BATTERY ROOM � FIBER OPTIC PATCH CORD. ( 14#14, - 3/4'C ( ( V_P2�jI I L_ J ( UPS ROOM O CONTRACTOR SHALL FURNISH AND INSTALL 3#12, 1#12G, 3/4'C I I ( 62.5/125 MULTIM❑DE DUPLEX PATCH CORD DUCT UPS RHEATER EDH-2 I UPS 120 VAC POWER OOM WITH APPROPRIATE CONNECTORS. 8KW ( I SEE DWG, I I FIRE / GAS ALARM HORN -STROBES ' OS PLC CABINET IS FURNISHED COMPLETE BY KRE-445-008-B, SHT 5 _( F UPS ROOM MILL. CONTRACTOR SHALL INSTALL AND ( WIRE IN ALARMS AND INDICATIONS AND 30A I ( i I I CONROLS. �P�F BATTERY ROOM ( _ 3#12, 1#12G, 3/4'C I I I I ( l BATTERY ROOM DUCT HEATER EDH-1 I ( i F OUTSIDE WALL SUPPLY SIDE 13KW � i /17 r, 14 � :`� �' LESF.�IpD I I 208/120V 30 LIGHTING PANEL 4#14, CU TRIAD UPS ROOM ABSORBER ( I ( #18 SHLD 3/4'C UNIT FAN VFD 4#14, 1#12G, 3/4'C , A -B 753 I I I ( ( I NEW RACEWAY 3CC #12 W/G VFD I I #122W Gl VFD CC I SERIES 1 HP ( UPS ROOM I CABLE - 3/4'C CABLE - 1 1/4"C VFD I HUMIDIFIER H-1 ( ( 2#14, 1#14G, 3/4'C ( OTHERS RACEWAY /EQUIPMENT BY EQUIPMENT OUTLINE UPS ROOM ABSORBER I ( I 30A UNIT FAN DISCONNECT 6#14, 2#12G, 3/4'C LINE ( REACTOR 3% ( ( FIRE ALARM SYSTEM � � I I ( ( (- -I CONTRACT SCOPE OF ! P EQUIPMENT PACKAGE I I l- 30A ( ( SMOKE WORK DAMPER M 3#12, 1#12G, 3/4'C I ( ( I RELAY I I UPS ROOM ABSORBER a I 2#12, 1#12G, 3/4 C ( ( I PANEL _ _ _( ® START /STOP PUSHBUTTON STATION UNIT FAN APU-1 (� I ( 9#14, :.2#14G, •3/4'C 2#14, ' 1 HP BATTERY ROOM I ( ( I ( 1#14G, 3/4 C SMOKE DAMPER 445-72113 I EXHAUST FAN MOTOR i 4#14, 1#14G, 3/4"C UPS ROOM ( ( 30A� DISCONNECT SWITCH, STARTER ( I I NON-FUSED, SIZE INDICATED I 4#14, 2#12G, 3/4'C - � � � � 4#14, 1#12G, 3/4'C II NEW LIGHTING & I I I I NEMA SIZE 1 I UTILITY TRANSFORMER N} MOTOR HVAC DIFF, PRESS. TRANS. DRAWING NO. REFERENCE EDRAWING NO. ..,� ..� NEW RECOVERY UPS BUILDING UTILITIES ELECTRICAL BUCK DIAGRAM 7#14, 1#14G, 3/4'C HEAT TRACE CONNECTION BOX ul HEAT TRACE CONNECTION BOX HJ HEAT TRACE CONNECTION BOX SMOKE DAMPERS (7) BATTERY ROOM PROCESS WATER FREEZE PROTECTION MILL WATER FREEZE PROTECTION DEMINERALIZED WATER FREEZE PROTECTION a 3#12, 4#14, 1#12G, 3/4'C TRACING THERMOSTAT G 6#12, 1#12G, 3/4'C FV NR COMB. STARTER 120' II TRACING CABLE, 30kVA, 480-208/12OV-30, 4W ®--* I I FIRE / SMOKE DETECTOR FIRE RISER FLOW SWITCH (� L F{ FIRE TIERNEY #AC330-8T18H-COT-TP THERMOSTAT, 120V 3#12, 1#12G, 3/4'C I I I BATTERY ROOM EXHAUST I ( - 3#6, 1#10G VC 4#2, 1#8G, 1-1/2'C 2#10, 1#I0G, 3/4'C HT 30A FAN DISCONNECT DRAWN BY: DRS 07/09/13 REFERENCE 3#12, 1#12G, 3/4'C I BY DATE G 0 REV N0. DRS BY I ISSUE FOR BID REVISIONS HEAT TRACE (CIRCUIT A) HEAT TRACE DRAWING NO.SHEET KRE-510 11 I REV 1 SCALE: As Noted I I (_ ( PANELBOARD I THERMOSTAT ( ( (BY OTHERS) 20A BRKRSI 2#10, 1#10G, 3/48C (CIRCUIT B) BATTERY ROOM I I I I I I I I HEAT TRACE THERMOSTAT EXHAUST FAN SF -1 3/4 HP I 445-726 2#10, 1#10G, 3/4'C HT (CIRCUIT C) HEAT TRACE (1) TRIAD #18 SHLD - 3/4'C THERMOSTAT DPT CIRCUITS TO BUILDING LIGHTS & PLUGS HVAC DIFF, PRESS. TRANS. DRAWING NO. REFERENCE EDRAWING NO. ..,� ..� NEW RECOVERY UPS BUILDING UTILITIES ELECTRICAL BUCK DIAGRAM 7#14, 1#14G, 3/4'C HEAT TRACE CONNECTION BOX ul HEAT TRACE CONNECTION BOX HJ HEAT TRACE CONNECTION BOX SMOKE DAMPERS (7) BATTERY ROOM PROCESS WATER FREEZE PROTECTION MILL WATER FREEZE PROTECTION DEMINERALIZED WATER FREEZE PROTECTION a HEAT TRACING THERMOSTAT G HEAT TRACING J -BOX 120' HEAT TRACING CABLE, APPROX. LENGTH INDICATED ®--* FIRE / SMOKE DAMPER FIRE / SMOKE DETECTOR FIRE RISER FLOW SWITCH (� GAS DETECTOR F{ FIRE ALARM HORN / STROBE OT THERMOSTAT, 120V 0��®IE��� Date Received. 5005 SW Yw&" ROW Sub 700. lakeOwego. OR 97035 USA. Ta. 1-503-624-M Fan-So3 SZr3oo, FEBI Q 2014 Final Su miftel INTERNATIONALI& PAPER Containerboard Manufacturing, Springfield, Oregon RECOVERY AREA UPS & BATTERY ROOM BUILDING UTILITIES ELECTRICAL BLOCK DIAGRAM 1 DRS 01/17/14 ISSUE FOR CONSTRUCTION DRAWN BY: DRS 07/09/13 REFERENCE REF N0. REV N0. BY DATE REVISIONS 0 REV N0. DRS BY 11/13/13 DATE ISSUE FOR BID REVISIONS CHECKED BY: RJK 11/15/13 FILE: KRE-510_11,dw APPROVED BY: DRAWING NO.SHEET KRE-510 11 OF REV 1 SCALE: As Noted 49'-4' 14'-0' 7'-4• NEW UPS / BATTERY BUILDING PLAN EL. 90'-64' NORTH 0 2' 4' 8' 12' ISSUE FOR CONSTRUCTION ® IBID DRAWING No. 111 DRAWING NO. REFERENCE REVISIONS REVISIONS SSUE FOR GENERAL NOTESi A. ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES AND THE OWNER'S REPRESENTATIVE PRIOR TO FABRICATION OR INSTALLATION OF ANY ELECTRICAL EQUIPMENT OR RACEWAYS. B. SEE LIGHTING AND UTILITY PANEL SCHEDULE DWG. KRE-510-9B FOR CIRCUITS. KEYED NOTES: O MOUNT DEVICES AT 11'-10' ABOVE FIN. FLOOR.. O CONTRACTOR SHALL WIRE 120V SMOKE DAMPERS FROM LIGHTING/UTILITY PANEL SOURCE THROUGH SMOKE DAMPER RELAY PANEL TO SMOKE DAMPERS. RELAY PANEL IS FURNISHED AND INSTALLED UNDER SEPARATE CONTRACT. �3 CONTRACTOR SHALL INSTALL FIRE AND GAS ALARMS TO PLC PANEL FOR ANNUNCIATION IN RECOVERY CONTROL ROOM. PLC AND COMMUNICATION TO CONTROL ROOM ARE BY OTHERS. LEGEND ® - SM❑KE/FIRE DETECTOR - FIRE ALARM STROBE/AUDIBLE ALARM ® - FIRE EXTINGUISHER, CLASS A -B -C (WALL MOUNT) OH - HYDROGEN GAS DETECTOR OH29- HYDROGEN SULFIDE GAS DETECTOR FINAL SITE PLAN -H—e - SMOKE DAMPER, 120 VAC ACTUATION SEB 13 2014 Q - FIRE ALARM MANUAL PULL STATION planner. SPECIFICATIONS - INTEGRATED FIRE AND GAS ALARM 1, PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO PROVIDE A COMPLETE AND OPERATING SYSTEM OF MANUAL AND AUTOMATIC DETECTION DEVICES, CONTROL PANELS WITH BATTERIES, AUXILIARY RELAYS, AUXILIARY POWER SUPPLIES WITH BATTERIES AND ALL ACCESSORIES NECESSARY TO ACCOMPLISH THE DESIRED SEQUENCE OF EVENTS. 2. THE SYSTEM SHALL BE FULLY ELECTRONIC AND ADDRESSABLE AS DESCRIBED BELOW WITH MONITORING AND ANNUNCIATION OF ALL SYSTEM ALARMS AND TROUBLES. 3. EQUIPMENT SHALL BE APPROVED AND INSTALLED IN ACCORDANCE WITH NFPA AND UBC REQUIREMENTS AND SHALL BE UL LISTED BOTH IN INDIVIDUAL COMPONENTS AND AS A SYSTEM. ALL EQUIPMENT SHALL BE UL & FM LISTED AND MEET-NFPA 72 AND BE POWER LIMITED PER UL 864. SYSTEM SHALL COMPLY WITH FM STANDARDS 3010 AND 6310/20 FOR FIRE AND GAS DETECTION AND ALARMS, 4. SHOP DRAWINGS OF THE SYSTEM SHALL BE PREPARED BY THE CONTRACTOR IN AUTOCAD 2000 OR LATER VERSION AND SUBMITTED TO THE FIRE MARSHAL AND FACTORY MUTUAL FOR APPROVAL AND ACCEPTANCE. THE APPROVED SHOP DRAWINGS WILL BE UTILIZED AS THE INSTALLATION DRAWINGS. 5. DETECTION DEVICES DETECTORS SHALL BE UL LISTED AND FM APPROVED FOR THE AREA CLASSIFICATION WHERE THEY ARE LOCATED AND FOR USAGE. A. FIRE/SMOKE DETECTORS SHALL BE CAPABLE OF DETECTING EITHER SMOKE OR HEAT USING IONIZATION AND PHOTOELECTRIC TECHNOLOGIES. B. GAS DETECTORS, 1. HYDROGEN DETECTORS SHALL HAVE A RANGE OF SETTINGS BETWEEN 0.5 AND 5% BY VOLUME AND SHALL BE SET TO ALARM AT 2% HYDROGEN BY VOLUME, 11. HYDROGEN SULFIDE DETECTORS SHALL HAVE A RANGE OF SETTINGS BETWEEN 0 AND 100 PPM AND SHALL BE SET TO ALARM AT 20 PPM, 6. CONTRACTOR SHALL PROVIDE SMOKE/FIRE DAMPER INTERFACE RELAYS IN A NEMA 1 ENCLOSURE TO RELAY LOW VOLTAGE INITIATION SIGNALS TO 120VAC CONTROLLED SMOKE/FIRE DAMPERS. A. CONTRACTOR SHALL FURNISH AND INSTALL LOW VOLTAGE WIRING CONNECTIONS IN CONDUIT BETWEEN THE FIRE ALARM PANEL AND THE SMOKE/FIRE DAMPER RELAY PANEL. B. 120VAC POWER AND SMOKE/FIRE DAMPER WIRING IS BY OTHERS, 7. WHEN THE SYSTEM IS COMPLETE AND PRIOR TO THE SUBSTANTIAL COMPLETION, FURNISH TESTING EQUIPMENT AND PERFORM A COMPLETE SYSTEM TEST. A. SUBMIT A PRINT OUT OF THE ENTIRE TEST REPORT TO THE OWNER WITH THE LETTER OF CERTIFICATION FOR THE COMPLETED FIRE ALARM SYSTEM. 8, PROVIDE SYSTEM WARRANTY FOR A PERIOD OF 12 MONTHS FROM DATE OF ACCEPTANCE. THE FIRE ALARM SYSTEM WILL BE CHECKED ON A MONTHLY BASIS BY THE FIRE ALARM CONTRACTOR'S SYSTEM SERVICE ORGANIZATION FOR A PERIOD OF ONE YEAR AFTER BENEFICIAL OCCUPANCY. THE MONTHLY VISITS WILL BE SCHEDULED WITH THE OWNER NOT LESS THAN ONE WEEK IN ADVANCE. RECOVERY AREA 14'-0' 7'-4• NEW UPS / BATTERY BUILDING PLAN EL. 90'-64' NORTH 0 2' 4' 8' 12' ISSUE FOR CONSTRUCTION ® IBID DRAWING No. 111 DRAWING NO. REFERENCE REVISIONS REVISIONS SSUE FOR GENERAL NOTESi A. ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES AND THE OWNER'S REPRESENTATIVE PRIOR TO FABRICATION OR INSTALLATION OF ANY ELECTRICAL EQUIPMENT OR RACEWAYS. B. SEE LIGHTING AND UTILITY PANEL SCHEDULE DWG. KRE-510-9B FOR CIRCUITS. KEYED NOTES: O MOUNT DEVICES AT 11'-10' ABOVE FIN. FLOOR.. O CONTRACTOR SHALL WIRE 120V SMOKE DAMPERS FROM LIGHTING/UTILITY PANEL SOURCE THROUGH SMOKE DAMPER RELAY PANEL TO SMOKE DAMPERS. RELAY PANEL IS FURNISHED AND INSTALLED UNDER SEPARATE CONTRACT. �3 CONTRACTOR SHALL INSTALL FIRE AND GAS ALARMS TO PLC PANEL FOR ANNUNCIATION IN RECOVERY CONTROL ROOM. PLC AND COMMUNICATION TO CONTROL ROOM ARE BY OTHERS. LEGEND ® - SM❑KE/FIRE DETECTOR - FIRE ALARM STROBE/AUDIBLE ALARM ® - FIRE EXTINGUISHER, CLASS A -B -C (WALL MOUNT) OH - HYDROGEN GAS DETECTOR OH29- HYDROGEN SULFIDE GAS DETECTOR FINAL SITE PLAN -H—e - SMOKE DAMPER, 120 VAC ACTUATION SEB 13 2014 Q - FIRE ALARM MANUAL PULL STATION planner. SPECIFICATIONS - INTEGRATED FIRE AND GAS ALARM 1, PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO PROVIDE A COMPLETE AND OPERATING SYSTEM OF MANUAL AND AUTOMATIC DETECTION DEVICES, CONTROL PANELS WITH BATTERIES, AUXILIARY RELAYS, AUXILIARY POWER SUPPLIES WITH BATTERIES AND ALL ACCESSORIES NECESSARY TO ACCOMPLISH THE DESIRED SEQUENCE OF EVENTS. 2. THE SYSTEM SHALL BE FULLY ELECTRONIC AND ADDRESSABLE AS DESCRIBED BELOW WITH MONITORING AND ANNUNCIATION OF ALL SYSTEM ALARMS AND TROUBLES. 3. EQUIPMENT SHALL BE APPROVED AND INSTALLED IN ACCORDANCE WITH NFPA AND UBC REQUIREMENTS AND SHALL BE UL LISTED BOTH IN INDIVIDUAL COMPONENTS AND AS A SYSTEM. ALL EQUIPMENT SHALL BE UL & FM LISTED AND MEET-NFPA 72 AND BE POWER LIMITED PER UL 864. SYSTEM SHALL COMPLY WITH FM STANDARDS 3010 AND 6310/20 FOR FIRE AND GAS DETECTION AND ALARMS, 4. SHOP DRAWINGS OF THE SYSTEM SHALL BE PREPARED BY THE CONTRACTOR IN AUTOCAD 2000 OR LATER VERSION AND SUBMITTED TO THE FIRE MARSHAL AND FACTORY MUTUAL FOR APPROVAL AND ACCEPTANCE. THE APPROVED SHOP DRAWINGS WILL BE UTILIZED AS THE INSTALLATION DRAWINGS. 5. DETECTION DEVICES DETECTORS SHALL BE UL LISTED AND FM APPROVED FOR THE AREA CLASSIFICATION WHERE THEY ARE LOCATED AND FOR USAGE. A. FIRE/SMOKE DETECTORS SHALL BE CAPABLE OF DETECTING EITHER SMOKE OR HEAT USING IONIZATION AND PHOTOELECTRIC TECHNOLOGIES. B. GAS DETECTORS, 1. HYDROGEN DETECTORS SHALL HAVE A RANGE OF SETTINGS BETWEEN 0.5 AND 5% BY VOLUME AND SHALL BE SET TO ALARM AT 2% HYDROGEN BY VOLUME, 11. HYDROGEN SULFIDE DETECTORS SHALL HAVE A RANGE OF SETTINGS BETWEEN 0 AND 100 PPM AND SHALL BE SET TO ALARM AT 20 PPM, 6. CONTRACTOR SHALL PROVIDE SMOKE/FIRE DAMPER INTERFACE RELAYS IN A NEMA 1 ENCLOSURE TO RELAY LOW VOLTAGE INITIATION SIGNALS TO 120VAC CONTROLLED SMOKE/FIRE DAMPERS. A. CONTRACTOR SHALL FURNISH AND INSTALL LOW VOLTAGE WIRING CONNECTIONS IN CONDUIT BETWEEN THE FIRE ALARM PANEL AND THE SMOKE/FIRE DAMPER RELAY PANEL. B. 120VAC POWER AND SMOKE/FIRE DAMPER WIRING IS BY OTHERS, 7. WHEN THE SYSTEM IS COMPLETE AND PRIOR TO THE SUBSTANTIAL COMPLETION, FURNISH TESTING EQUIPMENT AND PERFORM A COMPLETE SYSTEM TEST. A. SUBMIT A PRINT OUT OF THE ENTIRE TEST REPORT TO THE OWNER WITH THE LETTER OF CERTIFICATION FOR THE COMPLETED FIRE ALARM SYSTEM. 8, PROVIDE SYSTEM WARRANTY FOR A PERIOD OF 12 MONTHS FROM DATE OF ACCEPTANCE. THE FIRE ALARM SYSTEM WILL BE CHECKED ON A MONTHLY BASIS BY THE FIRE ALARM CONTRACTOR'S SYSTEM SERVICE ORGANIZATION FOR A PERIOD OF ONE YEAR AFTER BENEFICIAL OCCUPANCY. THE MONTHLY VISITS WILL BE SCHEDULED WITH THE OWNER NOT LESS THAN ONE WEEK IN ADVANCE. RECOVERY AREA INTERNATIONALS PAPER UPS & BATTERY ROOM �C�1��de JLBS t �® 3905 SW Moodows Rood St& 160. L*o o»oyo, OR 97035 USIA Q 20`14 Td: 1-503-624-3000 . 71-503-824-3961 p�+�r 4 Containerboard Manufacturing, Springfield, Oregon FIRE ALARM AND GAS DETECTION PLAN DRAWN BY: DLL 08/22/13 Final Submitgs1 CHECKED BY: RJK 11/15/13 FILE: KRE-510-12,dw APPROVED BY: DRAWING NO. SHEET REV SCALE: 1/4' = 1'-0' 1 KRE-510 1z of 1 24'x24' 45° ANGLED INLET WITH - " SCREEN - BOTTOM ELEVATION SF -1 OF OPENING 24' ABOVE GRADE 500 1110 S.S. MINIMUM SEE STRUCTURAL 12x12 S.S. SA I 1 15D 1040 S OS I FOR CONCRETE ABOVE GRADE. 18 I 500 11 SLAB DETAILS INSULATE DUCT I I Q Q AFTER EDH-1, 3 DRI-STEE O I I K -12 _3 8 3/8 x 11 3/8 SS SA 'DRANE- AD AD TRANSITIONS TO 12x12. SIDE ACCESS FILTER (30%) KOOLER' 12 _ / 12x12 S.S. SA B.O.D. AT 32' MIN, 24'x24' TO DRAIN HUM IFIER 13 14 ABOVE GRADE, 19 - WATER IN 10 !-1 16x8/ SA (GSM) 15 I 10x8 SA 8x8 SA �- H-1 I iGSM 14x8 A �- SS�4 T \4 S 14 j FOT 7 -- 9� i 8 TYP 2 310 fG- 5 ECM -1 114x14 _ H 40 TYP 3 16 0 C 14x14___` Ss �_ ---` T BATTER, Y ROOM -- GSM Irv:✓ }. I I__; H 4� SG� CONDENSATE DRAIN � 1;;�_ /1 ! 3W TYP 2 \15j TYP 5 �X� - ID / p 240 ELBOW UP FROM AHU 3 A 23 y 240 / O REMOVABLE RETURN 21 AIR PLENUM- - i 2fFSD-2 f t L-2 SEE DETAIL 1/KRM 128 3 P �� T s F D-2 44 2' DUCT INSULATION FSD-1 FSD-2 FSD-2 FSD-2 FSD-3 INSIDE BUILDING W/ 1 f t VAPOR BARRIER I- - - - - -- - - - - - -) 13 22 _ 13 17 1 I I L-1 --- --- -� - TYP 5 ri QPU 215 L_ lrf SEE STRUCTURAL FOR CONCRETE SLAB DETAILS NEW UPS/BATTERY rl-'\\ 1ST FLOOR HVAC PLAN NORTH v&_1;>v&m_1;>Pj P SCALE: 1/4'=1'-0' 0 2' 4' 1 01/17/14 ISSUE FOR CONSTRUCTI❑N 0 11/13/13 ISSUE FOR BID DRAWING NO. REFERENCE REF DRAWING NO. REFERENCE REF REV BY DATE REVISIONS REV BY DATE REVISIONS N0. NO. NO. NO. MANUAL VOLUME DAMPER A. ALL DUCT WORK LOCATED OUTDOORS TO BE 304 STAINLESS STEEL. B. ALL SUPPLY DUCT LOCATED OUTDOORS TO BE WRAPPED WITH BOTTOM OUTLET SUPPLY INSULATION TO MINIMUM R-8 AND HAVE ALUMINUM OR SS JACKET. �-®-► DIFFUSER -PATTERN AS SHOWN ON PLANS C. PROVIDE MINIMUM 4' THICK CONCRETE EQUIPMENT PAD FOR ALL EQUIPMENT AT GROUND LEVEL. SIDE OUTLET SUPPLY REGISTER D. ALL DUCT AND EQUIPMENT TO HAVE SEISMIC ANCHORS AND SUPPORTS AS REQUIRED BY CODE AND PER SMACNA. FLEXIBLE CONNECTION E. THE BATTERY ROOM IS A CLASS I, DIV 2, GROUP B ENVIRONMENT. /FLEXIBLE DUCT ALL WORK IN THE ROOM TO COMPLY WITH NEPA REQUIREMENTS FOR A CLASS I, DIV 2, GROUP B R❑❑M FDR HYDR❑GEN GAS. ELBOW WITH F. ALL WALL/ROOF PENETRATIONS OF THE UPS ROOM AND THE TURNING VANES BATTERY ROOM ARE TO BE SEALED AIR -TIGHT. PENETRATIONS OF THE UPS ROOM WALLS/ROOF ARE TO BE SEALED TO WITHSTAND A RECTANGULAR TO ROUND ROOM PRESSURE DIFFERENTIAL OF AT LEAST 0.10'WC. TRANSITION FINAL SITE PLAN RECTANGULAR OR FLAT OVAL 12x24 DUCTWORK SIZE, FIRST KEYED NOTES NUMBER IS SIDE SHOWN k"� , 20% FSD O 16'x8' FSD-1 IN 16'x8' SA DUCTING THROUGH WALL. BOTTOM OF DUCT COMBINATION AT 9'-4' ABOVE FLOOR. COORDINATE WITH CM ACTOR FOR FIRE SMOKE DAMPER FINAL BLOCK-OUT LOCATION, FLASH AND SEAL � DIFFERENTIAL PRESSURE TRANSMITTER FOR CONTROL OF APU-1 VFD. FILTER U2 CONTROL WIRING BACK TO WALL -MOUNT VFD. INSTALL WIRING & TUBING PER HVAC S.O.O. —► AIR FLOW (SUPPLY) O TRANSITION TO 10'0. ELBOW DOWN AND TERMINATE DUCT. CONNECT DUCT TO 10'41 COLLAR ON PLENUM WITH INSULATED FLEX DUCT. FLEX DUCT MAX LENGTH = 3FT. —1r-► AIR FLOW (RETURN OR EXHAUST) 4 SEE PIPING DRAWING KRR-7791_1 FOR CONDENSER WATER O SUPPLY/RETURN. FLASH AND SEAL WATERTIGHT. MARK (� WALL MOUNT ECM -1 PANEL. COORDINATE WITH OTHER EQUIPMENT CFM AIR DEVICE MARK l�J SERVICE CLEARANCES. INSTALL MONITORING WIRES BACK TO PLC CABINET IN UPS ROOM FOR ROOM CONDITION MONITORING. COORDINATE WITH CONTROLS CONTRACTOR FOR QUANTITY AND TYPES OF ECM -1 (D THERMOSTAT ALARMS TO MONITOR. ABBREVIATI❑NS AIR FLOW SWITCH. A CHANGE 0 DIAMETER OR PHASE O INSTALL HUMIDIFIER PER MFGR INSTALLATION MANUAL FOR OVERHEAD / PER INSTALLATION USING TRAPEZE SUPPORTS AND DRIP PAN. COORDINATE WITH AC AIR CONDITIONER OTHER TRADES FOR POSITION AND SERVICE ACCESS. INSTALL MONITORING ACFM ACTUAL CUBIC FEET PER MINUTE WIRES BACK TO PLC CABINET IN UPS ROOM FOR HUMIDIFIER AD ACCESS DOOR MONITORING. COORDINATE WITH CONTROLS CONTRACTOR FOR QUANTITY AHU AIR HANDLING UNIT AND TYPES OF HUMIDIFIER ALARMS TO MONITOR. APU AIR PURIFICATION UNIT BHP BRAKE HORSEPOWER O ULTRASORB STEAM DISTRIBUTION GRID IN DUCT. BTUH BRITISH THERMAL UNITS/HOUR APU AIR PURIFICATION UNIT CFM CUBIC FEET PER MINUTE ® PROVIDE 3' SECTION OF 304 STAINLESS STEEL DUCT WITH BOTTOM DNOTED. DB DRY BULB DWDI DOUBLE WIDTH DOUBLE INLET 9 TO LOW POINT DRAIN. PROVIDE 3/4- DRAIN CONNECTION WITH 6- L EAT ENTERING AIR TEMPERATURE CLEAR PVC PIPE. TERMINATE WITH BALL VALVE AND CAP. SEE DETAI EDH ELECTRIC DUCT HEATER SHEET 3 OF 3. ALL DUCTING AFTER HUMIDIFIER, DUCTING TO THE E EER ENERGY EFFICIENCY RATIO AND INCLUDING THE ELBOW TO BE 304 STAINLESS STEEL DUCT AS ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE 'F DEGREES FAHRENHEIT 10 HUMIDITY HIGH LIMIT SWITCH. FLA FULL LOAD AMPS FOM FLAT ON TOP FPM FEET PER MINUTE 11 SUPPLY FAN - PROVIDE FLEX CONNECTIONS AT INLET AND DISCHARGE. FRP FIBERGLASS REINFORCED PLASTIC FSD FIRE/SMOKE DAMPER12 ROUTE DUCT UP WALL TO WALL PENETRATION AND SUPPORT WITH FT FOOT or FEET STAND-OFF SUPPORTS. TRANSITION DUCTING AS REQUIRED. GPM GALLONS PER MINUTE H HEIGHT HBO WATER or HUMIDIFIER 13 INSTALL FSD-2 WITH BELIMO -ZS-260- ACTUATOR HOUSING RATED FOR AN HP HORSEPOWER EXPLOSION -PROOF, CLASS I, DIV 2, GROUP B INSTALLATION. HZ HERTZ IEER INTEGRATED ENERGY EFFICIENCY 14 16'X8' FSD-2 IN 16'X8' SA DUCTING THROUGH WALL. BOTTOM OF DUCT RATIO AT 10'-0' ABOVE FLOOR. COORDINATE WITH CMU CONTRACTOR FOR IN. INCH(ES) FINAL BLOCK-OUT LOCATION. INSTALL FSD PER MANUFACTURER UL LISTED KW KILOWATM(S) INSALLATION INSTRUCTIONS. L LENGTH or LOUVER LAT LEAVING AIR TEMPERATURE LB(S) POUND/POUNDS 15 ROUTE TIGHT TO STEEL ABOVE. LRA LOCK(ED) ROTOR AMPS 16 LWT LEAVING WATER TEMPERATURE OFF BOTTOM OF DUCT WITH 45° BOOT TAP, MAX MAXIMUM MBH BTUH x 1000 17 16'x8' FSD-2 WITH EXTERIOR LOUVER. BOTTOM OF SLEEVE AT 12'-0' MCA MINIMUM CIRCUIT AMPACITY ABOVE FLOOR. COORDINATE WITH CMU CONTRACTOR FOR FINAL MERV MINIMUM EFFICIENCY REPORTING BLOCK-OUT LOCATIONS (TYP. OF 5). FLASH AND SEAL WATERTIGHT. VALUE MIN MINIMUM MVD MANUAL VOLUME DAMPER 18 MAINTAIN 48' MAINTENANCE CLEARANCE. NO. NUMBER SEE PIPING DRAWINGS FOR CONTINUATION. HUMIDIFIER SUPPLY WATER OPER OPERATING 19 OSA OUTSIDE AIR TO BE DE -MINERALIZED WATER, DRANE-K❑OLER TEMPERING WATER TO P PRESSURE BE MILL WATER. SEE PIPING DRAWINGS FOR CLARIFICATION OF PSI POUNDS PER SQUARE INCH WATER SOURCES AND CONNECTIONS, RLA RUNNING OR RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE 20 MAINTAIN 60' MAINTENANCE CLEARANCE, SA SUPPLY AIR SCR SILICON CONTROLLED RECTIFIER21 INSTALL 2 -STAGE THERMOSTAT FOR EDH-1 WITH A REMOTE BULB SEC SECOND LOCATED IN THE BATTERY ROOM FOR TEMPERATURE SENSING, SF SUPPLY FAN or SQUARE FEET THERMOSTAT BASE TO BE WALL -MOUNTED IN THE UPS ROOM. BASIS SG SUPPLY GRILLE OF DESIGN IS A J.C. #A28AA-36C. BULB TO BE WALL MOUNTED IN TSP TOTAL STATIC PRESSURE SEALED ENCLOSURE. FIRE CAULK ANY BATTERY ROOM WALL TYP TYPICAL PENETRATIONS. UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT(S) 8'x8' FSD-3 WITH EXTERIOR LOUVER, BOTTOM OF SLEEVE AT 12'-0' 22 VFD VARIABLE FREQUENCY DRIVE ABOVE FLOOR. COORDINATE WITH CMU CONTRACTOR FOR FINAL W WIDTH BLOCK-OUT LOCATIONS, FLASH AND SEAL WATERTIGHT. W/ WITH WB WET BULB W.C. WATER COLUMN 23 INSTALL MONITORING WIRES BACK TO PLC CABINET IN UPS ROOM FOR WG WATER GAUGE AC -1 STATUS MONITORING. COORDINATE WITH CONTROLS CONTRACTOR WT WEIGHT FOR QUANTITY AND TYPES OF AC -1 ALARMS TO MONITOR, RECOVERY AREA INTERNATIONALI& PAPER UPS & BATTERY ROOM Date Received: 1ST FLOOR HVAC PLAN A10 Containerboard Manufacturing, Springfield, Oregon 5005 SW Yeodawe Road 5'aRe 100, lake Oagry 0R 97035 USA F� 201kTek 1-503-82h000 Fo�c 3 t-503-624-3001 DRAWN BY: GPM 07/17/13 Final Submitt `< CHECKED BY: RW 10/28/13 FILE: KRM-128-2,dw APPROVED BY: SvR 10/30/13 DRAWING NO. SHEET REV SCALE: 1/4' = V-0' _ KRM-128___ 2 20F 3 1 GENERAL NOTES A. REFER TO DRAWING KRM-128_2 FOR LEGEND AND ABBREVIATIONS. PHENOLIC KNOB WITH 1/4'xl'x4' GALV 302 SS STUD, 1/4'-20 STEEL FLATBAR THREAD. McMASTER BOLTED TO PLENUM CARR MODEL 59931<12 1/8' GAP DRILL AND TAP FOR 3'x2'x3/16' ANGLE 2' STUD THREAD LONG WELDED TO P1000 UNISTRUT - 1' DRILL 'Z 101M HOLE FOR STEEL STUD >(l—/8) 24'x24' SIDE ACCESS FILTER (30%) 24`x24' DUCT. PROVIDE 45° ANGLED OSA INLET WITH I 500 1110 SCREEN -BOTTOM ELEVATION U01 PENING 24 GRADE MINIMUM ABOVE SLOPE SLOPE ( ( <i/8> "---"_ 10x10 OSA DO A— PVC BALL — UNISTRUT P1010 CHANNEL DRAIN NUT WITH SPRING AND VALVE I I 1/2" BOLT, WASHER AND PAD I ( LOCK WASHER L 1/2" BOLT, WASHER AND THREADED UNISTRUT P9324 LOCK WASHER CAP NOTES, 1. PROVIDE SUPPORTS TO RESIST WIND, AHU (BEYOND) 6` CLEAR PVC SNOW AND SEISMIC FORCES, P9000 TUBING SECTION LOOKING REMOVABLE RETURN AIR r4'*\NDUCT DRAIN 3 EAST AT SUPPLY FAN' 2 PLENUM FASTENERS SCALE: NO SCALE KRM-128_3 SCALE: NO SCALE KRM 12 _3 SCALE: NO SCALE UPS ROOM HVAC SEQUENCE OF OPERATIONS, ELECTRIC DUCT HEATER TO BE BY THE AHU PLC FOR ENVIRONMENTAL CONDITION MONITOR (ECM -1) OPERATIONS, BATTERY ROOM HVAC SEQUENCE OF OPERATIONS, HEATING AND DEHUMIDIFICATION REHEAT CONTROL. THE ENVIRONMENT CONDITION MONITOR PANEL WILL BE AIR PURIFICATION UNIT (APU-1) OPERATIONS, VERIFY THE LOOSE -SHIPPED ELECTRIC DUCT HEATER HAS MOUNTED AS SHOWN ON THE DRAWINGS. THIS PANEL SUPPLY FAN (SF -1) OPERATIONS, THE AIR PURIFICATION UNIT WILL BE MOUNTED OUTSIDE THE SAMECONTROL TYPE (SCR/STAGED) AS THE PLC WILL PROVIDE` TERMINAL BLOCK SIGNALS FOR THE THE SUPPLY FAN WILL BE SLAB -MOUNTED OUTSIDE THE THE UPS ROOM AND DUCTED INTO THE RETURN AIR PROGRAMMING IN THE AHU PRIOR TO ORDERING RELEASE. INTERIOR CONDITIONS OF THE UPS ROOM. THE ECM WILL BATTERY ROOM FOR CONSTANT AIR SUPPLY INTO THE PLENUM OF THE AIR HANDLING UNIT. THE APU WILL RUN ALL COOLING,HEATING, AND DEHUMIDIFICATION SETPOINTS BE POWERED USING THE AC ADAPTER CORD PROVIDED BATTERY ROOM. NO EXTERNAL FAN CONTROLS ARE 24/7. THE FAN SPEED CONTROL OF THE APU WILL BE AND FIELD ADJUSTABLE PARAMETERS ARE SET AT THE FROM THE MANUFACTURER. THE ECM WILL BE PROVIDED REQUIRED SINCE THE FAN IS CONSTANT VOLUME WITH VIA A ROOM -MOUNTED V.F.D. (FIELD SUPPLIED), WHICH IS UNIT -MOUNTED PLC, REFER TO MANUFACTURER'S WITH A DIFFERENTIAL PRESSURE TRANSMITTER FOR 24/7 OPERATION, REFER ALSO TO THE SCOPE OF THE TO BE CONTROLLED BY A DIFFERENTIAL PRESSURE INSTRUCTIONS FOR START-UP AND PROGRAMMING. THE AHU CONNECTION TO THE DIFFERENTIAL PRESSURE TERMINALS INSTRUMENTATION & CONTROLS CONTRACTOR TO TRANSMITTER IN ORDER TO MAINTAIN A POSITIVE ROOM IS TO RUN 24/7 WITH THE FAN' OPERATING CONSTANTLY. ON THE ECM. THE HIGH PORT OF THE DPT SHALL BE COORDINATE ANY POSSIBLE ALARM CONTACTS ON THE FAN PRESSURE OF +0,1'WG RELATIVE TO THE OUTDOORS. THE REFER ALSO TO THE SCOPE OF THE INSTRUMENTATION & OPEN TO THE ROOM, WHILE THE LOW PORT OF THE DPT STARTER TO BE MONITORED BY THEIR EQUIPMENT DPT WILL BE WALL -MOUNTED IN THE UPS ROOM IN A CONTROLS CONTRACTOR TO COORDINATE ANY POSSIBLE SHALL BE PIPED TO THE OUTDOORS USING MIN. 1/4' AIRFLOW SWITCH IS SHOWN ON DUCT PLAN - INTENT IS LOCATION WHERE THE DISPLAY INDICATING THE ROOM'S ALARM CONTACTS TO BE MONITORED BY THEIR EQUIPMENT ALUMINUM TUBING. SEAL AND FIRECAULK AROUND ANY FOR CODE REQUIRED MONITORING OF BATTERY ROOM DIFFERENTIAL PRESSURE CAN BE READILY VISIBLE. A (MONITORING ONLY -- NO REMOTE CONTROL). REFER TO WALL PENETRATIONS, REFER ALSO TO THE SCOPE OF VENTILATION. (MONITORING ONLY -- NO REMOTE VERIS MODEL PXULX05S IS THE BASIS OF DESIGN FOR SPECIFICATIONS FOR COOLING, HEATING, AND THE INSTRUMENTATION & CONTROLS CONTRACTOR TO CONTROL), THE DPT. THE HIGH PORT OF THE DPT SHALL BE OPEN DEHUMIDIFICATION SETPOINTS AND DEADBANDS. COORDINATE ANY POSSIBLE ALARM CONTACTS ON THE ECM TO THE ROOM, WHILE THE LOW PORT OF THE DPT SHALL DEHUMIDIFICATION SETPOINT TO BE OFFSET FROM TO BE MONITORED BY THEIR EQUIPMENT (MONITORING ELECTRIC DUCT HEATER (EDH-1) OPERATIONS, BE PIPED TO THE OUTDOORS USING MIN. 1/4' ALUMINUM HUMIDIFICATION SETPOINT BY 5% (USING ONLY -- NO REMOTE CONTROL), THE ELECTRIC DUCT HEATER IS TO BE MOUNTED OUTSIDE TUBING. SEAL AND FIRECAULK AROUND ANY WALL DEADBAND/TOLERANCE LISTED IN SPECIFICATIONS) TO THE BATTERY ROOM. VERIFY FINAL LOCATION OF HEATER PENETRATIONS. THE DPT WILL PROVIDE A PRESSURE AVOID HUMIDIFICATION -DEHUMIDIFICATION SHORT -CYCLING. FIRE SMOKE DAMPER (FSD-1) OPERATIONS, IN DUCTWORK RELATIVE TO FACTORY REQUIRED REFERENCE TO THE VFD FOR MAINTAINING THE +0.IVG VERIFY FINAL SETPOINTS AND 'DEADBANDS WITH FACILITY THE FIRE SMOKE DAMPER SHALL BE SPRING SHUT AND CLEARANCES OF TRANSITIONS BEFORE/AFTER ELECTRIC SETPOINT. DEPENDING ON THE VFD MANUFACTURER, THE STAFF. PROVIDE WRITTEN RECORD > OF ALL FINAL POWERED OPEN BY 120V SUPPLIED AND SWITCHED BY THE DUCT HEATER. REFER TO MANUFACTURER'S INSTRUCTIONS DPT MAY BE POWERED BY THE AUXILIARY DC POWER SETPOINTS AND CONTROL PARAMETERS AT THE TIME OF ELECTRICAL CONTRACTOR. 120V POWER TO BE FOR START-UP AND COMMISSIONING. DUCT HEATER TO BE SUPPLY PROVIDED BY THE VFD (MANUFACTURER PROJECT CLOSEOUT, INTERRUPTED ON THE DETECTION OF SMOKE IN THE ROOM. CONTROLLED BY A 2 -STAGE THERMOSTAT FOR STAGING OF DEPENDENT), OTHERWISE PROVIDE LOW VOLTAGE POWER P9000 - 1 5/8'x1 5/8" AN ELECTRIC FUSE LINK IN THE FSD IS -HEAT ACTUATED THE HEATER TO MAINTAIN ROOM SETPOINT OF 68F. TO THE DPT. THE VFD WILL USE THE PRESSURE ELECTRIC HUMIDIFIER (H-1) OPERATIONS, FOR DAMPER CLOSURE THROUGH THE ACTUATOR. INSTALL STAT FOR EDH-1 IN THE UPS ROOM, WITH THE REFERENCE FOR A REVERSE -ACTING SPEED CONTROL OF THE ELECTRIC 'HUMIDIFIER SHALL BE INSTALLED, PIPED, BULB TO BE WALL MOUNTED IN A SEALED ENCLOSURE IN THE APU FAN. REFER TO THE VFD MANUAL FOR AND WIRED PER FACTORY INSTALLATION INSTRUCTIONS. THE BATTERY ROOM. BASIS OF DESIGN IS A J.C. TERMINAL BLOCK CONNECTIONS, PROGRAMMING GUIDE, AND THE DISPERSION SECTION SHALL BE DUCT MOUNTED WITH 6. #A28AA-36C WITH 3DEG DEAD BAND, AND 5DEG BETWEEN PROGRAMMING OF THE STATIC PRESSURE SETPOINT THE CONTROLS` MOUNTED AT THE HUMIDIFIER. THE STAGES, PROVIDE WRITTEN RECORD OF FINAL SETPOINT REFERENCE {EITHER SOFTWARE SET OR EXTERNAL POT, HIGH -LIMIT AND AIRFLOW SWITCHES WILL BE FIELD AND DEADBANDS AT THE TIME OF PROJECT CLOSEOUT, DEPENDING ON VFD MANUFACTURER). REFER ;ALSO TO INSTALLED IN THE ` DUCTING WHERE ACCURATE SIGNALS 7. P9012 POST BASE THE SCOPE OF THE INSTRUMENTATION & CONTROLS CAN BE SENSED.. THE FACTORY -PROVIDED CONTROLS (TELESTRUT) -4 PLACES. FIRE SMOKE DAMPER (FSD-2) OPERATIONS, CONTRACTOR TO COORDINATE ANY POSSIBLE ALARM SHALL BE FIELD INSTALLED AS PER THE MANUFACTURER'S FLOOR THE FIRE SMOKE DAMPER SHALL SPRING SHUT BY EITHER CONTACTS ON THE VFD OR DPT TO BE MONITORED BY INSTRUCTIONS, WITH THE ROOM HUMIDISTAT MOUNTED A FUSIBLE LINK OR BY 120V SWITCHED OFF AT THE THEIR EQUIPMENT (MONITORING ONLY -- NO REMOTE NEXT TO THE AHU TEMPERATURE/HUMIDITY WALL SENSOR, MACHINE BOLT AND WASHER, INSTALL WITH DETECTION OF SMOKE. INSTALL FSD-2 WITH A BELIMO CONTROL). PROGRAM ALL HUMIDIFIER CONTROLLER INTERNAL APPROVAL PRIOR TO FABRICATION BASE 'ZS -260" ACTUATOR HOUSING RATED FOR AN EACH PER P9012 POST BASE IN DIAGONAL SETPOINTS AND BLOWDOWN CYCLE SETPOINTS AS EXPLOSION -PROOF, CLASS I, DIV 2, GROUP B AIR HANDLING UNIT (AC -1) OPERATIONS, RECOMMENDED BY MANUFACTURER' FOR THIS INSTALLATION. 12. INSTALLATION. THE AHU (AC -1) IS FACTORY -PROVIDED WITH A REFER TO SPECIFICATIONS FOR SETPOINT (MIDPOINT OF GALVANIZED STEEL, PRE-PROGRAMMED P.L.C. FOR CONTROL OF THE FAN, THE DEADBAND). HUMIDIFICATION SETPOINT TO BE OFFSET GRILLE SIZE 24x12 COOLING CYCLE, THE HEATING CYCLE, AND THE FROM DEHUMIDIFICATION SETPOINT BY 5% USING REMOVABLE RETURN AIR DEHUMIDIFICATION CYCLE. THE UNIT IS SHIPPED WITH A (DEADBAND/TOLERANCE LISTED IN SPECIFICATIONS) TO SUPPORT LEGS WALL -MOUNT COMBINATION SENSOR TO BE WIRED INTO AVOID HUMIDIFICATION -DEHUMIDIFICATION SHORT -CYCLING. THE AHU LOW VOLTAGE TERMINAL BLOCK. THE VERIFY FINAL HUMIDIFICATION SETPOINTS WITH FACILITY COMBINATION SENSOR INCLUDES TEMPERATURE AND STAFF, PROVIDE WRITTEN RECORD OF ALL FINAL HUMIDITY READINGS OF THE ROOM. ELECTRIC DUCT SETPOINTS AND CONTROL PARAMETERS AT THE TIME OF HEATER #2 TO BE LOOSE SHIPPED WITH AC -1 FOR FIELD PROJECT CLOSEOUT, INSTALLATION AND WIRING. LOW VOLTAGE CONTROL OF 7 SEQUENCE OF OPERATIONS KRM 12$_3 SCALE: NO SCALE AL 5005 SW Ywdon wood slate too, takeoei eqo 0R 97035 W&K Tet 1-503-824-3000 Fax: t-503-824-30oi 1 01/17/14 ISSUE FOR CONSTRUCTION 0 11/13/13 ISSUE FOR BID DRAWING N0. REFERENCE DRAWING N0. REFERENCE NO. NO: BY DATE REVISIONS N0. REV BY DATE REVISIONS REF REF REV NO. DETAIL KEYED NOTES, REMOVABLE 0,050" THICK 1, ALUMINUM PLENUM, OSA '! 2. PROVIDE 1 -1/2'x1 -1/2'x1/8' AHU it ALUMINUM ANGLE FLANGE 1 ON PLENUM AT AHU, ATTACH 3 4 4 ADHESIVE BACKED SILICONE RUBBER WEATHERSTRIP TO 10 FLANGE AND PUSH PLENUM AGAINST AHU TO SEAL. 2 SEAL= McMASTER CARR — SMOKE SEAL TYPE 15, MODEL NO, 1067A59. 3. FLANGES FOR QUICK DISCONNECT DURING 2 MAINTENANCE, 1'xl'xl/8'' ALUMINUM ANGLE, �✓ (TYP 4) 4. /- LIFTING HANDLE, ALUMINUM , — — — _ — — — - — — — LOAD -RATED, McMASTER CARR #519OA37. PROVIDE MOUNTING SCREWS AND LOCK WASHERS, 12 5. P9000 - 1 5/8'x1 5/8" TELESTRUT TUBING, 4 5 PIECES, 6. P9209 - GRAVITY PIN (TELESTRUT) - 4 PLACES. 6 7. P9012 POST BASE 7 (TELESTRUT) -4 PLACES. 9 8. NOT USED FLOOR 9. 1/2'0 x 5' STAINLESS STEEL HILTI HIT 11. APPROX. PLENUM DIMENSIONS, INTERNALLY THREADED ANCHOR WITH 1/2'0 48'Lx48"Hx24'W MACHINE BOLT AND WASHER, INSTALL WITH PROVIDE DETAILED DRAWINGS FOR HILTI HIT-RE500-SD EPDXY ADHESIVE. TWO APPROVAL PRIOR TO FABRICATION BASE EACH PER P9012 POST BASE IN DIAGONAL ON FIELD -VERIFIED AHU DIMENSIONS. OPPOSITE HOLES. 12. STRUT FOR RA PLENUM SHALL BE 10, RA GRILLE TITUS 350RL, MOUNT TO GALVANIZED STEEL, 0,050' ALUMINUM BLANK -OFF PANEL. GRILLE SIZE 24x12 REMOVABLE RETURN AIR ri__`* PLENUM AND SUPPORT LEGS KRM-128_3 SCALE: NO SCALE AC -1 FLOAT SWITCH LEAK DETECTOR SHEET METAL CONTAINMENTL/� - _._....__._. , BRAZE, SOLDER OR WELD CORNERS, SEAL 4,. TO FLOOR WITH SILICON CAULK, 'S ROOM FLOOR .. HOUSE KEEPING PAD UNDER AHU NO HOUSE KEEPING PAD UNDER PLENUM NOTES, 1. SIMILAR TO EXISTING SUB -14 INSTALLATION, LEAK DETECTION AT r5'N AC -1 IN UPS ROM KRM-128_3 SCALE: NO SCALE FINAL IT LA i_ -t6 13 2014 planner:.._ 2_.Z -__ A/C UNIT / APU UNIT STEEL/CHANNEL SUPPORT 'BASE - BY UNIT MFR, ANCHORAGE PER MANUFACTURER SPECIFICATIONS FOR UNIT INSTALLATION AND ANCHORING HOUSE KEEPING PAD A MIN. OF 4' LARGER THAN AC-1/APU-1 FOOTPRINT. ..°. ki a. . '.ad ° 44 d4 ° 4. .4 a °d. 3'MIN:4 EQUIPMENT ANCHORING r6_`*SCHEMATIC DETAIL KRM-128_3 SCALE: NO SCALE RECOVERY AREA Date Received: INTERNATIONALw PAPER UPS & BATTERY ROOM SECTIONS AND DETAILS FEB10 2014 Containerboard Manufacturing, Springfield, Oregon r" Final Submittal DRAWN BY: GPM 07/31/17 CHECKED BY: RW 10/28/13 FILE: KRM-128-3,dw APPROVED BY: SvR 10/30/13 DRAWING N0.SHEET REV SCALE: No Scale KRM-128 3 3oF 3 1 S 1,. EJq m 1'-0" (REF) - _ .... [_�iG f � fir.__` ' ......................... __ _...._...._.._._.._�.... .__.___ _ _ .._..._........_....___._. fi — ; EXISTING I BUS C & E = BUILDING _. I- 3 Y.J NEW, UPS REEM + NEW BATTERY ROOM T RECOVERY AREA BOF!_ INTERNATIONAL PAPER UPS & BATTERY ROOM Date Received:PIPING z i _ Containerboard Manufacturing, Springfield, Oregon DRAWN BY: D. TORVEND 09 24 13 Final Submittal--- CHECKED BY: T. MULLIKIN 11/13/13 FILE: KRR-7791_1.dw APPROVED BY J. MILLER 11/13/13 DRAWING NO. SHEET REV TO EYE WASH JOF 2 1 SCALE: 1/4" = 1'-0" _ f 13 $ _..3 FLOOR DRAIN CF21E�LO)j OCATE - - ,._._. _.: =CWS=6r BOP--�E-.'10'-0" f - _- - / 3" -DR -16 I " 2 -CWR-11 BOP EL: 10'-0" 1 /2" -MW -05 I TO HOSE STATION 3 CUNO FILTERS Ki s ww ww s 2 .- TYP OF 2 'm � E _ w i � t 1 {i}Y 1 t � i "-TW-07I , BOP EL: 9'x-6" .._ ..__ 2"-CWR-1 1 BOP EL: 9'f-6" " i "-PW-08 BOP 1,EL: 11'-0" 1 1/2" -\jMW-05 BOP E '-0" BOP EL: ' 11'-0" 2 -CWS-O I" J BOP E : BOP EL: 9"r i-6 q _._:f I Ll m_. _ __ _. _ ___�_______�...___ __ 2"-MW-04 BOP EL: 9'-0" LSI / 2"-CWR-11 BOP EL: 9'-0" _ TP --.. 01 1 f 1 "-TW-07 BOP EL: 22'-1" _._._..._ ___.. 16'-67iy J(REF) %1 "-PW-08 3,BOP EL: 22'-1" 1 1/2" -DR- 12 (REF 2" -MW -04 BOP EL: 18'-10 1/2" 2"-CWR-11 �...� l 2"-CWR-11 (REF) 5 BOP EL: 18'-10 1/2" ' v :-n <;t� 1 - } BOP EL: 17'-10 0" (REF) N" �I w TP05 - d- : 00 w r _M __......___- 2"-CWR-11 _ 2" -CWR 11 � w-----.�._. _ GOWN TO SUMP � " I w BOP EL: 15 -4 " i w I 1 -PW-08 " M BOP EL: 21'-0" ' I w j I z N mix IrTP 1 \22 � � 2"-MW=04 _. ..-. BOP EL: 13'-8 1/2" TP 04 1" -PW -08 __. BOP EL: 18'-5" j : FOR CONTINUATION SEE DWG. KRR-7791 _2 1'-0" {REF} PIPING PLAN SCALE: 1 /4"-1'-0" NORTH 1 MAS 01/17/14 ISSUE FOR CONSTRUCTION 0 MAS 11/13/131 ISSUE FOR BID DRAWING N0. REFERENCE REF DRAWING NO. REFERENCE REF REV BY DATE REVISIONS REV BY DATE REVISIONS N0. NO. NO. N0. REFERENT FOR UND AND PIPI: 5" (REF) .......... -.__._.._... Y SUMP 04 -0"0 X 4'-0" DEEP .N rn IM COVER TOP OF GRADE .,�, 10�/./, BOTTOM PLATE 1 " X 42"0 ('A'DRY SUMP DETAIL - SCALE: NTS GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION. 2. ALL ELEVATIONS REFERENCED ABOVE GRADE. KEYED NOTES: 1. CONTRACTOR TO USE U.L. LISTED AND FM APPROVED 1 HOUR FIRE STOPPING ON WALL PENETRATIONS THROUGH BATTERY ROOM WALL. 2. CONTRACTOR TO SEAL WALL PENETRATIONS WITH U.L. LISTED AND FM APPROVED SEALANT. 3. COORDINATE LOCATION OF FILTERS WITH ELECTRICAL. 4. COORDINATE LOCATION WITH INTERNATIONAL PAPER REPRESENTATIVE. FINAL SITE PLAN �Ekl 13 2014 planner RECOVERY AREA INTERNATIONAL PAPER UPS & BATTERY ROOM Date Received:PIPING z i i "-PW-08 BOP 1,EL: 11'-0" 1 1/2" -\jMW-05 BOP E '-0" BOP EL: ' 11'-0" 2 -CWS-O I" J BOP E : BOP EL: 9"r i-6 q _._:f I Ll m_. _ __ _. _ ___�_______�...___ __ 2"-MW-04 BOP EL: 9'-0" LSI / 2"-CWR-11 BOP EL: 9'-0" _ TP --.. 01 1 f 1 "-TW-07 BOP EL: 22'-1" _._._..._ ___.. 16'-67iy J(REF) %1 "-PW-08 3,BOP EL: 22'-1" 1 1/2" -DR- 12 (REF 2" -MW -04 BOP EL: 18'-10 1/2" 2"-CWR-11 �...� l 2"-CWR-11 (REF) 5 BOP EL: 18'-10 1/2" ' v :-n <;t� 1 - } BOP EL: 17'-10 0" (REF) N" �I w TP05 - d- : 00 w r _M __......___- 2"-CWR-11 _ 2" -CWR 11 � w-----.�._. _ GOWN TO SUMP � " I w BOP EL: 15 -4 " i w I 1 -PW-08 " M BOP EL: 21'-0" ' I w j I z N mix IrTP 1 \22 � � 2"-MW=04 _. ..-. BOP EL: 13'-8 1/2" TP 04 1" -PW -08 __. BOP EL: 18'-5" j : FOR CONTINUATION SEE DWG. KRR-7791 _2 1'-0" {REF} PIPING PLAN SCALE: 1 /4"-1'-0" NORTH 1 MAS 01/17/14 ISSUE FOR CONSTRUCTION 0 MAS 11/13/131 ISSUE FOR BID DRAWING N0. REFERENCE REF DRAWING NO. REFERENCE REF REV BY DATE REVISIONS REV BY DATE REVISIONS N0. NO. NO. N0. REFERENT FOR UND AND PIPI: 5" (REF) .......... -.__._.._... Y SUMP 04 -0"0 X 4'-0" DEEP .N rn IM COVER TOP OF GRADE .,�, 10�/./, BOTTOM PLATE 1 " X 42"0 ('A'DRY SUMP DETAIL - SCALE: NTS GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION. 2. ALL ELEVATIONS REFERENCED ABOVE GRADE. KEYED NOTES: 1. CONTRACTOR TO USE U.L. LISTED AND FM APPROVED 1 HOUR FIRE STOPPING ON WALL PENETRATIONS THROUGH BATTERY ROOM WALL. 2. CONTRACTOR TO SEAL WALL PENETRATIONS WITH U.L. LISTED AND FM APPROVED SEALANT. 3. COORDINATE LOCATION OF FILTERS WITH ELECTRICAL. 4. COORDINATE LOCATION WITH INTERNATIONAL PAPER REPRESENTATIVE. FINAL SITE PLAN �Ekl 13 2014 planner RECOVERY AREA INTERNATIONAL PAPER UPS & BATTERY ROOM Date Received:PIPING PLAN �yC®�, 5 SW �+ro Rood SL& 100. tdm 03gr IX1 97035 USA FEB 10 Td: 1-503-82h3000 Fmc 1-503-824-3001 Containerboard Manufacturing, Springfield, Oregon DRAWN BY: D. TORVEND 09 24 13 Final Submittal--- CHECKED BY: T. MULLIKIN 11/13/13 FILE: KRR-7791_1.dw APPROVED BY J. MILLER 11/13/13 DRAWING NO. SHEET REV KRR-7791_1 JOF 2 1 SCALE: 1/4" = 1'-0" _ STRUCTURAL GENERAL NOTES 1. THE GOVERNING CODE IS THE 2010 OREGON STRUCTURAL SPECIALTY CODE. 2. NEW CONSTRUCTION HAS BEEN DESIGNED FOR THE FOLLOWING LOADS, UNLESS NOTED OTHERWISE: A. DEAD LOADS B. LVE LOADS: ROOF: = 20 PSF 1 C. SNOW LOADS: = 20 PSF + 5 PSF RAIN ON ICE D. EARTHQUAKE DESIGN DATA: OCCUPANCY, CATEGORY 11, OSSC-10 TABLE 1604.5 IMPORTANCE FACTOR, I=IP=1.0 SPECTRAL RESPONSE ACCELERATIONS, Ss=0.63, S1=0.29 SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS, SDs=0.55, SD1=0.35 SEISMIC DESIGN CATEGORY D E. WIND DESIGN CRITERIA: WIND SPEED, (3 -SECOND GUST) 95 MPH WIND EXPOSURE CATEGORY = C 3. UNLESS NOTED OTHERWISE, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHAD. BE THOSE CONFORMING TO THE VERSION OF THE APPLICABLE SPECIFICATION OR CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. 4. CONTRACTOR SHALL VERIFY DIMENSIONS, ELEVATIONS, CONDITIONS AND EXISTING (E) MEMBERS, DIMENSIONS, AND ELEVATIONS. 5. SHOP DRAWINGS: A. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, AND STRUCTURAL STEEL, AND SHALL BE REVIEWED BY ENGINEER OF RECORD PRIOR TO FABRICATION. B. UNLESS STATED OTHERWISE IN THE SPECIFICATIONS, SUBMIT ONE PRINT AND ONE REPRODUCIBLE FOR REVIEW. - 6. THIS STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST WIND AND LATERAL EARTH PRESSURES UNTIL THE PERMANENT LATERAL FORCE RESISTING SYSTEMS HAVE BEEN CONSTRUCTED AND ATTAINED THEIR DESIGN STRENGTH AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY FOR THE STABILITY OF THE STRUCTURE AND ITS PARTS HAVE BEEN MADE. 7. FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE ENGINEER, 8. PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED, OR INSTALLED _811" 4QQ9 Ili IW� F 0 1 9. ALL HOT WORK SHALL USE "FM GLOBAL HOT WORK PERMIT SYSTEM, INCLUDING FIRE WATCH DURATIONS". . STATEMENT OF SPECIAL INSPECTIONS (SEE TABLE). STATEMENT OF SPECIAL INSPECTIONS (ESTABLISHED IN ACCORDANCE WITH THE 2010 OSSC, SECTIONS 104.4, 110, 1704 VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC COMMENTS STRUCTURAL CONCRETE LAITANCE. SUBMIT FOR REVIEW DETAILS OF PROPOSED CONSTRUCTION JOINTS NOT DETAILED IN THE A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. X INSPECTION OF REINFORCING STEEL AND PLACEMENT (ANSI/NAAMM MBG531 AND MBG532). X X INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR ADHESIVE ANCHOR EMBEDMENT, UNLESS NOTED OTHERWISE: A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. B. FLOOR GRATING: PROTECTIVE COATING SYSTEM: HOT -DIPPED GALVANIZED PER ASTM A123. TO AND DURING PLACEMENT OF CONCRETE WHERE X B. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING DETAILS ii. #4 REBAR WITH 4" MINIMUM EMBEDMENT ALLOWABLE LOADS HAVE BEEN INCREASED HOLD DOWN CLIPS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. OF OTHER ANCHORAGE OF MASONRY TO STRUCTURAL FACE OF VERIFY USE OF REQUIRED DESIGN MIX iv. #6 REBAR WITH 6" MINIMUM EMBEDMENT X ALL AROUND THAN THE REQUIRED PENETRATION, UNLESS NOTED OTHERWISE. BAND ALL AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE FS = C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT, vi. #8 REBAR WITH 8" MINIMUM EMBEDMENT SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND X ANCHOR BOLTS AND ANCHORAGES. ALL STRUT SHALL BE MADE FROM 12 GA ASTM A653 GRADE 33 SHEET METAL AS AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE FOOTING(S) D. WELDING OF REINFORCING BARS. X OF THE CONCRETE SHALL BE MANUFACTURER'S STANDARD UNLESS SPECIFIED ON DRAWINGS. USE ZINC PLATED E. PREPARATION, CONSTRUCTION AND PROTECTION OF GA = INSPECTION OF CONCRETE PLACEMENT FOR PROPER ENGINEERS "SPECIFICATION FOR NONSHRINK GROUT". GROUT SHALL HAVE A MINIMUM SPECIFIED MASONRY DURING COLD WEATHER (TEMPERATURE BELOW APPLICATION. APPLICATION TECHNIQUES X 40-F) OR HOT WEATHER (TEMPERATURE ABOVE 90'F). B. ROUGHEN CONCRETE SUBSTRATE WITH A BUSH HAMMER TO A MINIMUM 1/4- AMPLITUDE, WASH INSPECT FORMWORK FOR SHAPE, LOCATION AND BOLT ALL CHANNEL AND FITTINGS WITH 1/2-0 BOLTS AND CHANNEL NUTS AT ALL APPLICABLE PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED STANDING WATER PRIOR" TO GROUT PLACEMENT. X WP POST INSTALLED CONCRETE ANCHOR INSTALLATION X A. GROUT SPACE IS CLEAN. SEE NOTE 3 BELOW STRUCTURAL STEEL PRODUCT SPECIFIED IS UNISTRUT STRUT AND FITTINGS BY UNISTRUT CORPORATION, UNLESS B. PLACEMENT OF REINFORCEMENT AND ANCHORAGES. MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS BASEPLATE AND TAPER DOWN TO THE CONCRETE SUBSTRATE. C. PROPORTIONS OF SITE -PREPARED GROUT. USED UPON APPROVAL OF OWNER'S REPRESENTATIVE AND ENGINEER OF RECORD. AND WASHERS 6. D. CONSTRUCTION OF MORTAR JOINTS. STRUCTURAL STEEL AND MISCELLANEOUS IRON a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM EXPOSED UNISTRUT SUPPORTS. GROUT PLACEMENT X STANDARDS SPECIFIED IN THE APPROVED 1. X 2. STRUCTURAL STEEL CHANNELS, ANGLES AND PLATES: ASTM A36. CONSTRUCTION DOCUMENTS SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE 4. STRUCTURAL PIPE: A53, GRADE B, TYPE E OR TYPE S, Fy = 35 KSI. X MORTAR SHALL BE ASTM C270 TYPE S. REQUIRED 3. NOTES PERTAINING TO THE SPECIAL INSPECTION TABLE: 1. SPECIAL INSPECTOR: A QUALIFIED PERSON WHO DEMONSTRATES HIS COMPETENCE, TO THE SATISFACTION OF THE INSPECTION OF HIGH STRENGTH BOLTING SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER. 2. THE TERM "CONTINUOUS," AS STATED ABOVE, SHALL MEAN THE SPECIAL INSPECTOR IS ON THE SITE AND IN THE GENERAL AREA, AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. THE TERM a. SNUG -TIGHT JOINTS, BEARING TYPE CONNECTIONS THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND X 3• POST INSTALLED CONCRETE ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S b. PRE -TENSIONED AND SLIP- CRITICAL JOINTS USING INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1704.15 OF THE OSSC TO VERIFY THAT THE ANCHOR INSTALLATION MEETS THE REQUIREMENTS OF THE APPLICABLE ICC -ESR. 4. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: TURN -OF -NUT WITH MATCHMARKING, TWIST -OFF SPECIFICATIONS. X DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, BOLT OR DIRECT TENSION INDICATOR METHODS OF C. SUBMITS A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,` IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING CODE. INSTALLATION. A. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SPECIAL INSPECTOR WHEN ITEMS NOTED ABOVE ARE TO BE INSPECTED. B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR ACCESS TO ITEMS REQUIRING c. PRE -TENSIONED AND SUP -CRITICAL JOINTS USING 6• SPECIAL INSPECTION IS NOT REQUIRED WHEN WORK IS PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH OSSC. SECTION 1704.2.2. 9, TURN -OF -NUT WITHOUT MATCHMARKING OR X NOTED OTHERWISE. CALIBRATED WRENCH METHODS OF INSTALLATION. 10. FOR HIGH LIFT GROUTING, PROVIDE BAR POSITIONERS AT 200 BAR DIAMETER INTERVALS, SEISMIC SUPPLEMENT. INSPECTION OF WELDING: MAXIMUM, FOR VERTICAL REINFORCING. CONSOLIDATE AND RECONSOLIDATE GROUT BY C. THE FOLLOWING TWO WELD METHODS ARE APPROVED FOR USE: SMAW AND FCAW. SMAW WELDS SEE NOTE 6 BELOW a. STRUCTURAL STEEL: SHALL BE MADE WITH E70 SERIES ELECTRODES. FCAW WELDS SHALL BE MADE WITH E70T SERIES 11. AT TIME OF LAYING, DO NOT WET CONCRETE MASONRY UNITS. 1) SINGLE PASS FILLET WELDS S 5/16" 12, X OR E71T-8- (FCAW) ELECTRODES. MINIMUM CHARPY V -NOTCH TOUGHNESS REQUIRED . IS 20 FT LBS AMPLITUDE OF 1/8 INCH, UNLESS NOTED OTHERWISE. AT 0'F. ALL WELDS SHALL BE SEALED ALL AROUND. 13. MASON 8. HIGH STRENGTH BOLTS, MATERIAL, AND INSTALLATION: CONFORM TO AISC SPECIFICATIONS FOR METAL ROOF AND FLOOR DECKING STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS (AISC 303-05). COMPLIANCE WITH THE REQUIRED INSPECTION PROVISIONS METAL DECKING: CONFORM TO THE PROVISIONS OF THE AMERICAN IRON AND STEEL A. HIGH STRENGTH BOLTS: ASTM A325. OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED INSTALL WITH HARDENED WASHERS CONFORMING TO ASTM F436 AND NUTS CONFORMING TO ASTM X MEMBERS". SUBMITTALS SHALL BE VERIFIED. 2. METAL ROOF DECKING: VERCO TYPE N, 18 GAGE, 24 INCH WIDE SHEETS, GALVANIZED TIGHTEN BOLTS TO A "SNUG TIGHT" CONDITION. VERIFICATION OF Fm AND F'nac PRIOR TO CONSTRUCTION TO ASTM A525 G90 DECK OR APPROVED EQUAL. SECTION PROPERTIES ARE PER FT. X EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE. SLIP -CRITICAL '(TYPE SC) AND SHALL BE FULLY TENSIONED. HAND WIRE BRUSH FAYING A. S+ = 0.731 IN.3 VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO X B. S- = 0.776 IN.3 9. MACHINE BOLTS (MB): ASTM A307, GRADE A. THE SITE FOR SELF -CONSOLIDATING GROUT. C. I = 1.223 IN.4 10. POST -INSTALLED ANCHORS IN CONCRETE AND MASONRY: 3. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING _ A EXPANSION ANCHORS 'ICC ES APPROVED STAINLESS STEEL (EQUIVALENT TO A{SI 304) TORQUE GALVANIZED TO ASTM A653 G90 DECK OR APPROVED E iW S P QL�i PER SHALL BE VERIFIED TO ENSURE COMPLIANCE: A. PROPORTIONS OF SITE -PREPARED MORTAR. X B. CONSTRUCTION OF MORTAR JOINTS. X C. LOCATION OF REINFORCEMENT, CONNECTORS, AND ANCHORAGES. X DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL 19. STEEL FLOOR GRATING: W-19-4 14A X 946• SERRATED, UNLESS NOTED OTHERWISE. MATERIAL, A. ADHESIVE ANCHORS: DEFORMED STEEL REINFORCING ' BARS, A615/A706. ACCEPTABLE ADHESIVE VERIFY: FABRICATION, QUALITY ASSURANCE, AND INSTALLATION SHALL COMPLY WITH THE APPLICABLE SYSTEM IS THE HILTI HIT-HY 200 ADHESIVE ANCHOR SYSTEM (ICC ESR -3187) AS MANUFACTURED LAITANCE. SUBMIT FOR REVIEW DETAILS OF PROPOSED CONSTRUCTION JOINTS NOT DETAILED IN THE A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. X FDN = (ANSI/NAAMM MBG531 AND MBG532). B. CONSTRUCTION OF MORTAR JOINTS. X A. BAND EDGES. FOR EXTERIOR APPLICATIONS, USE SERRATED GRATING AND TREAD. ADHESIVE ANCHOR EMBEDMENT, UNLESS NOTED OTHERWISE: A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. B. FLOOR GRATING: PROTECTIVE COATING SYSTEM: HOT -DIPPED GALVANIZED PER ASTM A123. X TOS B. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING DETAILS ii. #4 REBAR WITH 4" MINIMUM EMBEDMENT 18. STEEL LADDERS HOLD DOWN CLIPS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. OF OTHER ANCHORAGE OF MASONRY TO STRUCTURAL FACE OF X iv. #6 REBAR WITH 6" MINIMUM EMBEDMENT MEMBERS, FRAMES, OR OTHER CONSTRUCTION. ALL AROUND THAN THE REQUIRED PENETRATION, UNLESS NOTED OTHERWISE. BAND ALL v. #7 REBAR WITH 7" MINIMUM EMBEDMENT FS = C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT, vi. #8 REBAR WITH 8" MINIMUM EMBEDMENT X PRODUCTS CORPORATION, OR APPROVED. AS A MINIMUM, ROUGHEN EXISTING CONCRETE SURFACES BY ANCHOR BOLTS AND ANCHORAGES. ALL STRUT SHALL BE MADE FROM 12 GA ASTM A653 GRADE 33 SHEET METAL AS NONSHRINK GROUT FOOTING(S) D. WELDING OF REINFORCING BARS. X CHIPPING TO A MINIMUM 1/4" AMPLITUDE TO EXPOSE COARSE AGGREGATE. PREPARATION AND APPLICATION SHALL BE MANUFACTURER'S STANDARD UNLESS SPECIFIED ON DRAWINGS. USE ZINC PLATED E. PREPARATION, CONSTRUCTION AND PROTECTION OF GA = STRUTS FOR INTERIOR APPLICATION AND HOT -DIPPED GALVANIZED STRUTS FOR EXTERIOR ENGINEERS "SPECIFICATION FOR NONSHRINK GROUT". GROUT SHALL HAVE A MINIMUM SPECIFIED MASONRY DURING COLD WEATHER (TEMPERATURE BELOW APPLICATION. COMPRESSIVE STRENGTH AT 28 DAYS OF 5,000 PSI. 2. 40-F) OR HOT WEATHER (TEMPERATURE ABOVE 90'F). B. ROUGHEN CONCRETE SUBSTRATE WITH A BUSH HAMMER TO A MINIMUM 1/4- AMPLITUDE, WASH X BOLT ALL CHANNEL AND FITTINGS WITH 1/2-0 BOLTS AND CHANNEL NUTS AT ALL APPLICABLE PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED BOLT HOLE LOCATIONS UNLESS NOTED OTHERWISE. STANDING WATER PRIOR" TO GROUT PLACEMENT. TO ENSURE COMPLIANCE: WP C. SURFACES 1N CONTACT WITH GROUT SHALL BE FREE OF OIL, GREASE, LAITANCE AND OTHER 4. A. GROUT SPACE IS CLEAN. CONTAMINANTS. X PRODUCT SPECIFIED IS UNISTRUT STRUT AND FITTINGS BY UNISTRUT CORPORATION, UNLESS B. PLACEMENT OF REINFORCEMENT AND ANCHORAGES. X BASEPLATE AND TAPER DOWN TO THE CONCRETE SUBSTRATE. C. PROPORTIONS OF SITE -PREPARED GROUT. USED UPON APPROVAL OF OWNER'S REPRESENTATIVE AND ENGINEER OF RECORD. X 6. D. CONSTRUCTION OF MORTAR JOINTS. STRUCTURAL STEEL AND MISCELLANEOUS IRON X EXPOSED UNISTRUT SUPPORTS. GROUT PLACEMENT X 1. STRUCTURAL STEEL WIDE FLANGE SHAPES AND TEES: ASTM A992. 1. PREPARATION OF ANY REQUIRED SPECIMENS, MORTAR 2. STRUCTURAL STEEL CHANNELS, ANGLES AND PLATES: ASTM A36. SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. X 4. STRUCTURAL PIPE: A53, GRADE B, TYPE E OR TYPE S, Fy = 35 KSI. 2. MORTAR SHALL BE ASTM C270 TYPE S. 5. DETAILING FABRICATION ERECTION IDENTIFICATION AND PAINTING OF STRUCTURAL STEEL: AISC CODE 3. NOTES PERTAINING TO THE SPECIAL INSPECTION TABLE: 1. SPECIAL INSPECTOR: A QUALIFIED PERSON WHO DEMONSTRATES HIS COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER. 2. THE TERM "CONTINUOUS," AS STATED ABOVE, SHALL MEAN THE SPECIAL INSPECTOR IS ON THE SITE AND IN THE GENERAL AREA, AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. THE TERM "PERIODIC" MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. 3• POST INSTALLED CONCRETE ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION SERVICES REPORT (ICC ESR). CONTINUOUS SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1704.15 OF THE OSSC TO VERIFY THAT THE ANCHOR INSTALLATION MEETS THE REQUIREMENTS OF THE APPLICABLE ICC -ESR. 4. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. OBSERVES THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPLICABLE DESIGN DRAWINGS AND SPECIFICATIONS. B. FURNISHES INSPECTION REPORTS TO THE BUILDING OFFICIAL, ENGINEER, AND OTHER DESIGNATED PERSONS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND BUILDING OFFICIAL. C. SUBMITS A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,` IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING CODE. 5. DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR REGARDING SPECIAL INSPECTION: A. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SPECIAL INSPECTOR WHEN ITEMS NOTED ABOVE ARE TO BE INSPECTED. B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR ACCESS TO ITEMS REQUIRING SPECIAL INSPECTION. 6• SPECIAL INSPECTION IS NOT REQUIRED WHEN WORK IS PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH OSSC. SECTION 1704.2.2. 9. POST -INSTALLED STEEL REINFORCING BARS IN CONCRETE: 19. STEEL FLOOR GRATING: W-19-4 14A X 946• SERRATED, UNLESS NOTED OTHERWISE. MATERIAL, A. ADHESIVE ANCHORS: DEFORMED STEEL REINFORCING ' BARS, A615/A706. ACCEPTABLE ADHESIVE EACH WAY EXISTING FABRICATION, QUALITY ASSURANCE, AND INSTALLATION SHALL COMPLY WITH THE APPLICABLE SYSTEM IS THE HILTI HIT-HY 200 ADHESIVE ANCHOR SYSTEM (ICC ESR -3187) AS MANUFACTURED LAITANCE. SUBMIT FOR REVIEW DETAILS OF PROPOSED CONSTRUCTION JOINTS NOT DETAILED IN THE PROVISIONS AND RECOMMENDATIONS TO THE N.A.A.M.M. METAL BAR GRATING MANUALS BY THE HILTI FASTENING SYSTEMS, INC., OR APPROVED EQUAL. INSTALL ANCHORS IN STRICT FDN = (ANSI/NAAMM MBG531 AND MBG532). ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC -ES REPORT. = TOP OF CONCRETE A. BAND EDGES. FOR EXTERIOR APPLICATIONS, USE SERRATED GRATING AND TREAD. ADHESIVE ANCHOR EMBEDMENT, UNLESS NOTED OTHERWISE: POSTS. B. FLOOR GRATING: PROTECTIVE COATING SYSTEM: HOT -DIPPED GALVANIZED PER ASTM A123. i. #3 REBAR WITH 3" MINIMUM EMBEDMENT TOS C. FLOOR GRATING: FASTENED TO FLOOR STEEL USING GRATING MANUFACTURER'S STAINLESS STEEL ii. #4 REBAR WITH 4" MINIMUM EMBEDMENT 18. STEEL LADDERS HOLD DOWN CLIPS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. iii. #5 REBAR WITH 5" MINIMUM EMBEDMENT FACE OF D. PROVIDE OPENINGS IN GRATING AS REQUIRED AT PENETRATIONS. OPENINGS TO BE 2" LARGER iv. #6 REBAR WITH 6" MINIMUM EMBEDMENT 7. BOND NEW CONCRETE TO EXISTING CONCRETE WITH "WELD -CRETE", AS MANUFACTURED BY LARSON ALL AROUND THAN THE REQUIRED PENETRATION, UNLESS NOTED OTHERWISE. BAND ALL v. #7 REBAR WITH 7" MINIMUM EMBEDMENT FS = OPENING THROUGH GRATING. vi. #8 REBAR WITH 8" MINIMUM EMBEDMENT OPEN CHANNEL STRUT PRODUCTS CORPORATION, OR APPROVED. AS A MINIMUM, ROUGHEN EXISTING CONCRETE SURFACES BY 1. ALL STRUT SHALL BE MADE FROM 12 GA ASTM A653 GRADE 33 SHEET METAL AS NONSHRINK GROUT FOOTING(S) MANUFACTURED BY UNISTRUT CORPORATION, OR EQUAL. HARDWARE AND CONNECTING BOLTS 1. CEMENTITIOUS GROUT CHIPPING TO A MINIMUM 1/4" AMPLITUDE TO EXPOSE COARSE AGGREGATE. PREPARATION AND APPLICATION SHALL BE MANUFACTURER'S STANDARD UNLESS SPECIFIED ON DRAWINGS. USE ZINC PLATED A. NONSHRINKABLE GROUT CONFORMING TO ASTM C1107, GRADE A AND CRD -621, CORPS OF GA = STRUTS FOR INTERIOR APPLICATION AND HOT -DIPPED GALVANIZED STRUTS FOR EXTERIOR ENGINEERS "SPECIFICATION FOR NONSHRINK GROUT". GROUT SHALL HAVE A MINIMUM SPECIFIED = WIDE FLANGE APPLICATION. COMPRESSIVE STRENGTH AT 28 DAYS OF 5,000 PSI. 2. CUT EDGES SHALL BE DEBURRED. RADIUS ALL EDGES. B. ROUGHEN CONCRETE SUBSTRATE WITH A BUSH HAMMER TO A MINIMUM 1/4- AMPLITUDE, WASH 3. BOLT ALL CHANNEL AND FITTINGS WITH 1/2-0 BOLTS AND CHANNEL NUTS AT ALL APPLICABLE CLEAN, AND SATURATE WITH WATER FOR 24 HOURS PRIOR TO GROUT PLACEMENT. REMOVE BOLT HOLE LOCATIONS UNLESS NOTED OTHERWISE. STANDING WATER PRIOR" TO GROUT PLACEMENT. HOLLOW STRUCTURAL SECTION WP C. SURFACES 1N CONTACT WITH GROUT SHALL BE FREE OF OIL, GREASE, LAITANCE AND OTHER 4. FIELD MEASURE ALL FITTINGS AND STRUT PRIOR TO FABRICATION. CONTAMINANTS. 5. PRODUCT SPECIFIED IS UNISTRUT STRUT AND FITTINGS BY UNISTRUT CORPORATION, UNLESS D. CUT BACK GROUT THAT IS ABOVE THE UNDERSIDE OF THE BASEPLATE TO LOWER EDGE OF THE NOTED OTHERWISE. OTHER PRODUCTS OF EQUAL CHARACTERISTICS AND CAPACITIES MAY BE BASEPLATE AND TAPER DOWN TO THE CONCRETE SUBSTRATE. USED UPON APPROVAL OF OWNER'S REPRESENTATIVE AND ENGINEER OF RECORD. E. SUBMIT GROUT MATERIAL SPECIFICATION TO STRUCTURAL ENGINEER FOR REVIEW. 6. CONTRACTOR IS RESPONSIBLE FOR INSTALLING A PROTECTIVE CAP ON THE END OF ALL STRUCTURAL STEEL AND MISCELLANEOUS IRON EXPOSED UNISTRUT SUPPORTS. MASONRY 1. STRUCTURAL STEEL WIDE FLANGE SHAPES AND TEES: ASTM A992. 1. CONCRETE MASONRY UNIT WALL CONSTRUCTION SHALL HAVE A SPECIFIED STRENGTH Vm = 2. STRUCTURAL STEEL CHANNELS, ANGLES AND PLATES: ASTM A36. 3. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B. Fy = 46 KSI. 1500 PSI 0 28 DAYS VERIFIED BY UNIT STRENGTH METHOD AS DESCRIBED BELOW. 4. STRUCTURAL PIPE: A53, GRADE B, TYPE E OR TYPE S, Fy = 35 KSI. 2. MORTAR SHALL BE ASTM C270 TYPE S. 5. DETAILING FABRICATION ERECTION IDENTIFICATION AND PAINTING OF STRUCTURAL STEEL: AISC CODE 3. GROUT SHALL BE ASTM C476 WITH f'c=2000 PSI CSD 28 DAYS. SLUMP SHALL BE 9"f 1". OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES; AISC SPECIFICATION FOR THE DESIGN, ALL LINTELS, BOND BEAMS AND CELLS WITH REINFORCING BAR SHALL BE GROUT FILLED. FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. CELLS NOT GROUTED SHALL BE FILLED WITH PERLITE INSULATION. 6. STRUCTURAL" STEEL FINISH: PROTECTIVE COATING SYSTEM FOR STRUCTURAL STEEL TO BE HOT -DIPPED 4. SEE CONCRETE REINFORCING STEEL SECTION FOR STEEL REINFORCING REQUIREMENTS. GALVANIZED PER INTERNATIONAL PAPER SPECIFICATIONS, UNLESS NOTED OTHERWISE, OR DIRECTED BY 5. CONCRETE BLOCK UMTS SHALL BE NORMAL WEIGHT ASTM C90 GRADE N-1 WITH f'c=1900 THE OWNER. PSI ON NET SECTION ® 28 DAYS AS VERIFIED. 7. WELDING SHALL CONFORM TO AWS SPECIFICATIONS. 6. WALLS SHALL BE REINFORCED WITH GRADE 60 DEFORMED BARS AS SHOWN ON DRAWINGS. A. WELDERS SHALL` BE QUALIFIED FOR THE WORK THEY WILL BE DOING AND SHALL HAVE CURRENT 7. MASONRY UNITS SHALL BE PLACED IN COURSES OF REGULAR RUNNING BOND. AWS CERTIFICATIONS. WELDER CERTIFICATIONS SHALL BE SUPPLIED TO THE CONSTRUCTION 8. A MINIMUM OF 24 HOURS SHALL ELAPSE BETWEEN COMPLETION OF THE LAYUP OF A WALL MANAGER FOR SUBMITTAL TO THE AUTHORITY HAVING JURISDICTION. SECTION AND GROUTING. B. WHERE INDICATED ON THE DRAWINGS, AND FOR MEMBERS AND CONNECTIONS THAT COMPRISE THE 9, LAP ALL BARS AT SPLICES 48 BAR DIAMETERS, WITH A MINIMUM LAP SPLICE OF 18" UNLESS SEISMIC LOAD RESISTING SYSTEM, FABRICATION, QUALITY CONTROL AND QUALITY ASSURANCE OF NOTED OTHERWISE. WELDED JOINTS SHALL BE IN ACCORDANCE WITH AWS D1.8: 2009, STRUCTURAL WELDING CODE - 10. FOR HIGH LIFT GROUTING, PROVIDE BAR POSITIONERS AT 200 BAR DIAMETER INTERVALS, SEISMIC SUPPLEMENT. MAXIMUM, FOR VERTICAL REINFORCING. CONSOLIDATE AND RECONSOLIDATE GROUT BY C. THE FOLLOWING TWO WELD METHODS ARE APPROVED FOR USE: SMAW AND FCAW. SMAW WELDS MECHANICAL VIBRATION. SHALL BE MADE WITH E70 SERIES ELECTRODES. FCAW WELDS SHALL BE MADE WITH E70T SERIES 11. AT TIME OF LAYING, DO NOT WET CONCRETE MASONRY UNITS. ELECTRODES. "V" AND "BEVEL" GROOVE WELDS SHALL BE MADE WITH E7018 (SMAW) OR E70T-6 12, ROUGHEN CONSTRUCTION JOINTS BETWEEN CONCRETE AND MASONRY AND CLEAN TO A FULL OR E71T-8- (FCAW) ELECTRODES. MINIMUM CHARPY V -NOTCH TOUGHNESS REQUIRED . IS 20 FT LBS AMPLITUDE OF 1/8 INCH, UNLESS NOTED OTHERWISE. AT 0'F. ALL WELDS SHALL BE SEALED ALL AROUND. 13. PROPERLY STORE MASONRY MATERIALS TO PREVENT CONTAMINATION AND DETERIORATION. 8. HIGH STRENGTH BOLTS, MATERIAL, AND INSTALLATION: CONFORM TO AISC SPECIFICATIONS FOR METAL ROOF AND FLOOR DECKING STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS (AISC 303-05). 1. METAL DECKING: CONFORM TO THE PROVISIONS OF THE AMERICAN IRON AND STEEL A. HIGH STRENGTH BOLTS: ASTM A325. INSTITUTE'S "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL INSTALL WITH HARDENED WASHERS CONFORMING TO ASTM F436 AND NUTS CONFORMING TO ASTM MEMBERS". A563. B. AT BEARING TYPE CONNECTIONS (TYPE N) FOR MEMBERS SUPPORTING GRAVITY LOADS ONLY, 2. METAL ROOF DECKING: VERCO TYPE N, 18 GAGE, 24 INCH WIDE SHEETS, GALVANIZED TIGHTEN BOLTS TO A "SNUG TIGHT" CONDITION. TO ASTM A525 G90 DECK OR APPROVED EQUAL. SECTION PROPERTIES ARE PER FT. C. BOLTS AT CONNECTIONS FOR BRACING AND LATERAL LOAD RESISTING MEMBERS SHALL BE OF WIDTH.) SLIP -CRITICAL '(TYPE SC) AND SHALL BE FULLY TENSIONED. HAND WIRE BRUSH FAYING A. S+ = 0.731 IN.3 SURFACE AT 'HOT DIPPED GALVANIZED MEMBERS TO ACHIEVE A CLASS A SURFACE. B. S- = 0.776 IN.3 9. MACHINE BOLTS (MB): ASTM A307, GRADE A. C. I = 1.223 IN.4 10. POST -INSTALLED ANCHORS IN CONCRETE AND MASONRY: 3. METAL FLOOR DECKING: VERCO TYPE B FORMLOK, 18 GAGE, 36 INCH WIDF Saws, _ A EXPANSION ANCHORS 'ICC ES APPROVED STAINLESS STEEL (EQUIVALENT TO A{SI 304) TORQUE GALVANIZED TO ASTM A653 G90 DECK OR APPROVED E iW S P QL�i PER FOUNDATIONS CONTROLLED, MECHANICAL EXPANSION ANCHORS. ACCEPTABLE ANCHORS FOR USE IN CONCRETE FT. OF WIDTH) 1. ALL SPREAD FOOTINGS SHALL BEAR AGAINST UNDISTURBED SUBGRADE. ARE HILTI KWIK BOLT -TZ (ICC ESR -1917) AND FOR USE IN GROUT FILLED MASONRY ARE HILTI A. S+ = 0.322 IN.3 Qj 2. SPREAD FOOTINGS HAVE BEEN DESIGNED` WITH AN ALLOWABLE SOIL BEARING PRESSURE OF KWIK BOLT 3 ICC ESR -1385), AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC. INSTALL B. S- = 0.335 IN.3 1000 PSF. ANCHORS ACCORDING -TO THE MANUFACTURER'S RECOMMENDATIONS AND THE APPLICABLE ICC -ES C. I = 0.302 IN.4 CONCRETE REINFORCING STEEL REPORT. 4. CONNECT DECKING TO SUPPORTING MEMBERS WITH HILTIMtr2 OWDER 1. REINFORCING STEEL FOR CONCRETE: ASTM A615, GRADE 60. EXPANSION ANCHOR EFFECTIVE EMBEDMENT, UNLESS NOTED OTHERWISE: DRIVEN FASTENERS, 7 FASTENERS PER SHEET AT EACH SUPPORT LOCATION. Ii. 8 2. DETAIL, FABRICATE, AND PLACE REINFORCING STEEL IN ACCORDANCE WITH ACI DETAILING. MANUAL 315. L. " 0 WITH 3" MINIMUM EMBEDMENT 1' ,, / 5. DECK SIDE LAPS: BUTTON PUNCHED AT -0" MAXIMUM O.C. A. ACCURATELY AND SECURELY PLACE REINFORCING STEEL. . 1/2" 0 WITH 4" � MINIMUM EMBEDMENT 6. CONNECT DECKING LAID PARALLEL TO SUPPORTING WALLS OR FRAMES WITH HILTI B. DO NOT BEND OR DISPLACE REINFORCING FOR THE CONVENIENCE OF OTHER TRADES, UNLESS W. 5/8" 0 WITH 5 MINIMUM EMBEDMENT ENPH2-21 L15 POWDER DRIVEN FASTENERS AT 12" O.C. APPROVED BY THE STRUCTURAL ENGINEER, iv. 3/4" 0 WITH 6" MINIMUM EMBEDMENT 7. DECKING SHALL BE CONTINUOUS OVER TWO OR MORE SUPPORTS. C. SPLAY REINFORCING STEEL AROUND OPENINGS WITH 1" IN 10" SPLAY, UNLESS NOTED OTHERWISE. v. 1" 0 WITH 8" MINIMUM EMBEDMENT D. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL -B. ADHESIVE ANCHORS. . ICC -ES APPROVED, CONSISTING OF ALL -THREAD ANCHOR ROD, NUT WASHER, 8. PROVIDE ACCESSORIES (OPENING REINFORCING ANGLES, CLOSURES, ETC.) TO ACHIEVE A CONCRETE CAST AGAINST EARTH: COMPLETE DIAPHRAGM. UNLESS SHOWN OTHERWISE' ON THE DRAWINGS, PROVIDE 3 INCHES NOT FORMED AND ADHESIVE SYSTEM. ANCHOR RODS SHALL BE AISI 304/316 STAINLESS STEEL, UNLESS NOTED 20 -GAUGE MINIMUM END CLOSURES. 2 INCHES FORMED OTHERWISE. ACCEPTABLE ADHESIVE ANCHOR SYSTEMS FOR USE IN CONCRETE ARE HILTI HIT-HY SLAB -ON -GRADE: 200 ADHESIVE ANCHOR SYSTEM (ICC ESR -3187) AND FOR USE IN GROUT FILLED MASONRY ARE 9• DECKING SHALL BEAR A MINIMUM OF 2" ON SUPPORTS. 1-1/2 INCHES TOP BARS HILTI HIT-HY 70 ADHESIVE ANCHOR SYSTEM (ICC ESR -2682), AS MANUFACTURED BY THE HILTI' 10. TOUCH UP WELDS, BURNED AREAS, AND DAMAGED SURFACE COATINGS IN ACCORDANCE 3 INCHES BOTTOM BARS FASTENING SYSTEMS, INC., OR APPROVED EQUAL. INSTALL ANCHORS IN STRICT ACCORDANCE WITH WITH THE SPECIFICATIONS, OR AS NOTED ON THE PROJECT DOCUMENTS. CENTERED BARS IN SINGLE MAT MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC -ES REPORT. ABBREVIATIONS E. REINFORCING LAP SPLICES: ACI 318, CLASS B. UNLESS NOTED OTHERWISE. ADHESIVE ANCHOR EMBEDMENT, UNLESS NOTED OTHERWISE: ADDL = ADDITIONAL HORIZ = HORIZONTAL F. REINFORCEMENT BARS: DO NOT TACK WELD, WELD, HEAT, OR CUT, UNLESS INDICATED ON THE L. 3/8" 0 WITH 3-3/8" MINIMUM EMBEDMENT ADH = ADHESIVE HP = HIGH POINT CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. ii. 1/2" 0 WITH 4-1/2" MINIMUM EMBEDMENT ANCH(S) = ANCHOR(S) U3 = LOW POINT 3. REINFORCEMENT COUPLERS: LENTON (THREADED TYPE) OR BAR -GRIP PLAIN COUPLERS (SWAGED TYPE) AR(S) = ANCHOR ROD(S) LLOS = LONG LEG OUT STANDING BY BARSPUCE PRODUCTS OR APPROVED; CAPABLE OF DEVELOPING 125 PERCENT OF THE SPECIFIED iii. 5/8" 0 WITH 5-5/8" MINIMUM EMBEDMENT BLDG = BUILDING _ YIELD STRENGTH OF THE REINFORCEMENT. iv. 3/4" 0 WITH 6-3/4" MINIMUM EMBEDMENT BM = BEAM v. 1" 0 WITH 8" MINIMUM EMBEDMENT. BO = BOTTOM OF MIN = MINIMUM CONCRETE CAST -IN-PLACE NS = NEW SIDE 9. CONTRACTOR SHALL SUBMIT FOR .APPROVAL CONCRETE FOR EACH TYPE OF CONCRETE TO BE USED. 11. ERECTION AIDS SUCH AS BOLTS, CLIPS, SHIMS, SEATS OR ANY OTHERS REQUIRED TO .FACILITATE BOS BOTTOM OF STEEL CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE. BOTT BOTTOM NSG = NONSHRINK GROUT IDENTIFY MIX INGREDIENTS AND PROPORTIONS: ALL CONCRETE SHALL MEET THE FOLLOWING MINIMUM BRG = BEARING 12. REPAIR FIELD WELDS TO GALVANIZED STEEL AND AREAS DAMAGED BY WELDING, FLAME CUTTING, OR N0. OR # = NUMBER REQUIREMENTS: BTW = BETWEEN A. CONCRETE COMPRESSIVE STRENGTH: MINIMUM 28 DAY LABORATORY -CURED COMPRESSIVE CYLINDER HANDLING WITH AN ORGANIC COLD GALVANIZING COMPOUND MEETING THE REQUIREMENTS OF ASTM CTR = CENTER(ED) OC = ON CENTER STRENGTH Vc 4000 PSI A780. APPLY IN MULTIPLE COATS, UNTIL A 4 MIL THICKNESS HAS BEEN ACHIEVED. ENSURE THAT � OR CL = CENTER LINE OPP HD = OPPOSITE HAND 'SURFACES RECEIVING ZINC -RICH PAINT ARE CLEAN, DRY, AND FREE OF OIL, GREASE, SLAG, AND CLR = CLEAR R OR PL = PLATE B. CEMENT: -ASTM C150, TYPE 1/lYPE II PORTLAND TYPE. C. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO = 0.45. CORROSION PRODUCTS: COCOL( L = CONCRETE S) = COLUMN(S) PLG(S) = PLACE(S) t = PLUS OR MINUS D. MAXIMUM AGGREGATE SIZE: 3/4 INCHES MINUS. 13. FABRICATE EMBEDDED STEEL FROM MATERIAL CONFORMING WITH THE REQUIREMENTS OF ASTM A36. E. MAXIMUM ALLOWABLE SLUMP: 4 INCHES PLUS OR MINUS 1 INCH TYPICAL, EXCEPT 3 INCHES PLUS OR A. STRUCTURAL STEEL MEMBERS: EMBED PLATE INSTALLATION TOLERANCES CONFORM TO THE CONST _ = CONSTRUCTION PROJ = PPROJECTION MINUS 1 INCH FOR HOUSEKEEPING PADS AND SLABS. AISC CODE OF STANDARD PRACTICE. CONN CONNECTION PSI OUNDS PER SQUARE INCH CONT = CONTINUE OR CONTINUOUS PSF = POUNDS PER SQUARE FOOT F. AIR ENTRAINMENT: 5 PERCENT PLUS OR MINUS 1 PERCENT BY VOLUME FOR CONCRETE EXPOSED TO 14. CONTRACTOR TO PROVIDE TEMPORARY FIELD ERECTION TABS FOR STRUCTURAL STEEL FRAMING AS DBL = DOUBLE R/RAD = RADIUS THE ELEMENTS IN ACCORDANCE WITH ACI 201.2R-01 TABLE 1.1 FOR SEVERE EXPOSURE CONDITION. REQUIRED. ERECTION TABS SHALL BE REMOVED, DAMAGED SURFACES REPAIRED, AND PROTECTIVE DIA OR 0 = DIAMETER REF = REFERENCE 2. PROVIDE A MINIMUM OF 3 CONCRETE TEST CYLINDERS FOR EACH 100 CUBIC YARDS, OR EACH DAY OF COATINGS TOUCHED UP IN FIELD AFTER STEEL ERECTION. DIM(S) = DIMENSION S) REINF = REINFORCING POUR FOR EACH CONCRETE TYPE. TEST CYLINDERS AS FOLLOWS: ONE AT SEVEN DAYS, TWO AT 28 DAYS. DWG S = DRAWINGS REQD = REQUIRED 15. GALVANIZED BOLT AND ANCHOR ROD ASSEMBLIES: HOT -DIPPED GALVANIZED ACCORDING TO ASTM ( TAKE ONE ADDITIONAL TEST CYLINDER DURING COLD WEATHER CONCRETING, CURED ON THE PROJECT SITE OWL�S� = DOWEL(S) SIM = SIMILAR UNDER THE SAME CONDITIONS AS THE CONCRETE IT REPRESENTS. A153, CLASS C. MECHANICAL GALVANIZING ACCORDING TO ASTM B695, CLASS 50 TYPE 1 MAY BE EA = EACH SP SPCS = SPACES(S) 3. CONCRETE CYLINDER SAMPLING AND TESTING: CONFORM WITH ASTM SPECIFICATIONS. ACCEPTANCE OF USED SUBJECT TO APPROVAL: SHIP GALVANIZED BOLTS AND NUTS AS A MANUFACTURED MATCHED EF = EACH FACE SPEC S = SPECIFICATION(S) CONCRETE SHALL BE GOVERNED BY THE PROVISIONS OF ACI 318 "BUILDING CODE REQUIREMENTS FOR ASSEMBLY. BOLTS SHALL BE TYPE 1 AND NUTS SHALL BE GRADE DH OR 2H. ELEC = ELECTRICAL SQ = SQUARE REINFORCED CONCRETE". SUBMIT MIX DESIGNS, WITH COMPLETE STATISTICAL BACKUP, FOR REVIEW. 16. ANCHOR RODS: ASTM F1554, GRADE 36; PROVIDE WITH PLATE WASHERS AND HEAVY HEX NUTS; ELEV/EL = ELEVATION SS = STAINLESS STEEL 4. CONCRETE MATERIALS, FORM WORK, MIXING, PLACING, AND CURING CONFORM TO SPECIFICATIONS GALVANIZE EXTERIOR BOLTS; IN ACCORDANCE WITH ASTM A153, CLASS C. NUTS SHALL BE TAPPED EO = EDGE OF STD = STANDARD OVERSIZE AFTER GALVANIZING, ACCORDING TO ASTM A563. CONTAINED IN THE ACI "MANUAL OF CONCRETE PRACTICE EQ = EQUAL STL = STEEL". 5. PREPARE CONSTRUCTION JOINTS BETWEEN FOOTINGS AND THE SLABS THEY SUPPORT BY ROUGHENING TO A. ANCHOR BOLT INSTALLATION TOLERANCES SHALL CONFORM TO THE AISC CODE OF STANDARD EQUIP = EQUIPMENT STIFF = STIFFENER A FULL AMPLITUDE OF APPROXIMATELY 1/4% LEAVING THE CONTACT SURFACE CLEAN AND FREE OF PRACTICE. EW = EXIST/(E) = EACH WAY EXISTING T&B T.O. = TOP AND BOTTOM = TOP OF LAITANCE. SUBMIT FOR REVIEW DETAILS OF PROPOSED CONSTRUCTION JOINTS NOT DETAILED IN THE 17. GUARD RAIL: STRUCTURAL PIPE %"0 STANDARD, FOR TOP AND MID RAILS, STRUCTURAL PIPE FDN = FOUNDATION TOC = TOP OF CONCRETE STRUCTURAL DRAWINGS. 1V0 X -S FOR POSTS. FLG = FLANGE TOS = TOP OF STEEL 6. DO NOT PLACE CONCRETE ON FROZEN GROUND. 18. STEEL LADDERS AND STAIRS: CONSTRUCTED OF MEMBERS OF THE SIZES SHOWN: WELDED FO = FACE OF TYP = TYPICAL 7. BOND NEW CONCRETE TO EXISTING CONCRETE WITH "WELD -CRETE", AS MANUFACTURED BY LARSON CONSTRUCTION, FINISHED SMOOTH AND NEAT. PROVIDE ANCHOR CUPS AND ACCESSORIES AS FS = FAR SIDE LINO = UNLESS NOTED OTHERWISE PRODUCTS CORPORATION, OR APPROVED. AS A MINIMUM, ROUGHEN EXISTING CONCRETE SURFACES BY REQUIRED FOR COMPLETE INSTALLATION. FTG(S) = FOOTING(S) VERT = VERTICAL CHIPPING TO A MINIMUM 1/4" AMPLITUDE TO EXPOSE COARSE AGGREGATE. PREPARATION AND APPLICATION GA = GAUGE WF = WIDE FLANGE IS TO BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. HDG = HOT -DIPPED GALVANIZED W/ = WITH 8. EXPOSED CORNERS: 3/4" CHAMFER, UNLESS NOTED OTHERWISE. HSS = HOLLOW STRUCTURAL SECTION WP = WORK POINT DRAWING NO. REFERENCE NO DRAWING N0. REFERENCE REF REV BY DATE NO. NO. 0 JL OwAftBS 5005 St MaWo" Road Sits 100, Lake Owego, OR 97035 USA TeL 1-503-824-3000 Foga 1-503-824-3001 1 MW 01/17/1 ISSUE FOR CONSTRUCTION 0 MW 111/13/13 ISSUE FOR BID REVISIONS REV NO BY DATE REVISIONS • �` .. RECOVERY AREA ROOM NOTES AND ABBREVIATIO!��`,i Containerboard Manufacturing, Springfield, Oregon DRAWN BY: J. LAUER 09/06/13 CHECKED BY: M. WANG 11/10/13 FILE: KRS-1506_1 APPROVED BY: C. LaCOUNT 11 10 13 DRAWING NO. SCALE: No Scale I KRS-1506 t�m cz:_J_cD 49'-4" 4'- 10" CANOPY SLA 20'-8" 8 28'-0" TYP UPS ROOM BATTERY ROOM 15►-�„ 6" SLAB W/#4 012"OC EW v� STL TROWEL r•-- -o ------ ------ v FINISH, TYP ( 1 Q I I 4'-8" 3 SPCS 0 5'-4" = 16'-0" 48n 3'-4" 7'-4" HP TOC CMU WALLEL 90'-4" �-- o -YP 1506 4------------------� r HP TOC EL N HP TOC EL _ 1 B I w `- I HP TOC TYP - a 1 EL 90'-4"�� g�,-�»---- --- -�-*------ 9- - o I ! ! Z4 777777777 ------------ I --- ----- -------------- r --- —-------- - r--- --- j --- -- --- ----i 11 -----1------ -_--- --- I I I Q II I HP TOC NOTE 3 90'- EL 4" I" m l 11 I 00 I 14'1--0" 6,_0" I I 2 2 SLAB FLAT 0 i 1 3 (7 (� I I I ( BATTERY AREA NOTE 3 M 1 I 1 •� _ ! I I i t5oo6�4,1 I! I n I 1 i f I I I I! M Sim 3 -4 2 J-Ol I -4'i 4 1 1 f 1�4 I I I __� moi_ie) �� I I �� TOC EL I i / to i! 1 I ao 00 I ! ! 90 -4Y2 I ! FLOOR DRAIN \ I I" PE 1► 0 d- n. (2)- #5x3'-0LO " I CORNER BARS, FLOOR- ' ) I ( HP TOC EL ! 11 of 6 2 ( DRAIN NOTE 3 _ i 1 I 90'-4" ° •:.., _ I I I I I 1 11 f •; .• 00 _ I L-- -----�--- -- ------i �- - I ---------- - --- ------ --- -i i TYP �,� !I o JI q �---- ! - - ---- - - - - -- 1 I -- ------ ------------ - --� HP TOC - f �-- — — — -� � " OUTLINE OF K Et 90 -4 HP TOC EL 1506 4 HP TOC EL 90,_x" FTG, TYP 90'-4h" I TYP 4' g" I 6'-�4" I ) � 1 1 2 8" SLAB W/#4 / N I ( �t7 - 2 � ( r � - J I 0 12" OC EW Y N- I - HPTOC EL STL TROWEL 1506 - i _ NOTE 2 ' 90C -4 FINISH, TYP I I- - - - - - - - --i 3"x 18 GA GALV G90 1 71_4" 6'-0 - ---------l _2» TYPE N METAL ROOF DECK 6" SLAB W/#4 A 0 12" OC EW 1506 3 STL TROWEL FINISH, TYP a A 1506 3 X11 1 q FI nnR/FnUNnATInN PI AN 2 ) ROOF FRAMING PLAN NORTH - SCALE: 1/4"=1'-0" ` p 2' q.' g' 12' - SCALE: 1 /4"=1'-0" GROUT ALL CELLS (2) COURSES ABOVE DOOR OPENINGS 8"x16" OPNG FOR MECH, " „ (2)- #5 IN TYP. PROVIDE 18 GA GALV #5 VERT WHERE (2)- #5 0 1 -4 x3 -4 ROUGH (2)- #5 BOT SHOWN (32" OC SEE G/1506_3 OF LINTEL BEAM BOND BEAM 0 METAL SHEET FOR #5 VERT WHERE SHOWN 8"x16" OPNG FOR MECH. —� BOND BEAM OPNG, " " MAX) (1)- #5 FOR STEEL FRAME (U -BLOCK} INSULATION STOP, TYP OF 7- - PROVIDE 18 GA GALV METAL 48 OC, TYP (32 OC MAX) (1)- #5 _ CA clr%C me noKirn I [Klf% SHEET FOR INSULATION STOP, 8 " 1 4'-0" 13'-4" B 5, 063 SIM x 3 0 V N 4 SPCS 0 5'-4" = 21'-4" F 1506- 3 m TYP EA END x co 3 7" RORTH • ■1 1 1 1 1 1 1 l' -4"x3'-4" ROUGH OPNG, SEE G/1506_3 FOR STEEL FRAME (2)- #5 0 BOND BEAM-� i C A 1506 ( 15`64 TYP 2 — — PLCS 1 0 d - ,V2" CONC ON 1Y2"-18 GA VERCO TYPE B FORMLOK G90 (5" TOTAL THICKNESS) W/#4 0 16" OC EW .NOS: 1. SEE DRAWING KRS-1506_1 FOR STRUCTURAL NOTES AND ABBREVIATIONS. 2. REF ELECTRICAL DRAWING KRE-510_2 FOR UNDERGROUND CONDUIT. 3. REF ELECTRICAL DRAWING KRE-510_3 FOR GROUNDING. (2)- #5 BOT OF LINTEL BEAM (U -BLOCK) 8'-8" GROUT ALL CELLS — — — — — 7 — — — — — — — — — -\ 3'-4"x7'-4" ROUGH CMU - -- -- - -- / --- -- - - - - 1-- (2)- #5 IN WALL OPNG, TYP 0 REINF NOT SHOWN FOR BOND BEAM 0 6'-0"x8'-0" ROUGH CMU REINF NOT SHOWN FOR 3'-0"x7'-0" MAN DOORS CLARITY, SEE A/1506_3 48" OC, TYP WALL OPNG FOR DBL CLARITY, SEE A/1506_3 FOR ADDL INFO DOORS FOR ADDL INFO rA-'% SECTION - ILLUSTRATIVE WALL REINFORCEMENT rB'- SECTION ILLUSTRATIVE WALL REINFORCEMENT SCALE: 1/4"=V-0" (SIM WALL REINFORCEMENT AT OTHER WALLS NOT SHOWN} - SCALE: 1/4"=1'-0" ISSUE FOR• • ���fflzmi---ISSUE FOR BIDDRAWING NO. REFERENCE DRAWING NO REFERENCE A 6 (SIM WALL REINFORCEMENT AT OTHER WALLS NOT SHOWN) AL�®'n SOL= :1047 5005 sx ueaao.a Rood Sofa 100, UM OsU. 0R 97035 USA TO 1-503-824-3000-503--624-MOI i-503-824-3001 KEYED NOTES: �1 6'-0" WIDE x 8'-0" ROUGH CMU OPENING FOR (1)- 3' -0"x7' -9Y2" + (1)- 2' -7"x7' -9X2" DOORS Q 3'-4" WIDE x 7'-4" ROUGH CMU OPENING FOR 3' -0"x7' -O" MAN DOOR �3 NORTH WALL SHALL MEET THE REQUIREMENTS OF UL DESIGN NO. 905, 2 -HOUR RATED (2)- #6 BOT OF LINTEL BEAM (U -BLOCK) (2)- #6 EA CELL AT DBL DOOR OPNG RECOVERY AREA INTERNATIONAL(& PAPER UPS & BATTERY ROOM 1 ST FLOOR/FOUNDATION PLAN ROOF FRAMING PLAN Containerboard Manufacturing, Springfield, Oregon AND SECTIONS DRAWN BY: J. LAUER 07/17/i7 CHECKED BY: M. WANG 11/10/13 FILE: KRS-1506- APPROVED BY: C. LaCOUNT 11 10 13 DRAWING NO. SCALE: 1/4" = 1'-0" KRS-1506 SHEET JREVj 20F 5 1 c� l 0 i N r p U a. m N °° DOWELS TO € MATCH VERT r IN WALL, TYP i STD 90' HOOK, ALT DIRECTION, TYP ROOFIAG INSULATION iv' ROOFING SEE ARCH z E °- RIGID INSUL, - w SEE ARCH 12 >; TYPto `n _I y4 0—.---- ` wr ° BOND BEAM J 0 4'-0" OC WS - v�d _ (3) REQ D, TYP. w 12 FLASHING v #5 VERT (SEE A/1506_2) %"x5" R 1" NSG -, w - 8" CMU WALL -#5 VERT (SEE B/1506_2) Y2"4x9" ANCHOR -- BOLTS 0 2'-8" OC (MATCH GROUTED CELLS IN CMU WALL) (2)- #4, TYP A LL AROUND (- #6, (3 6 MIL CONT 6" CRUSHED .moi VAPOR BARRIER STONE UNDER SLAB ---------- 800 ------8" #6 ® 12" TYP oC Ew A `1* ECTI O N 3'-0" TYP 1506=2 SCALE- 1/2"=1'-O" 20 GA GALV METAL FLASHING GALV SHEET METAL GUTTER SYSTEM (NOT SHOWN) W/(2) DOWN SPOUTS. SEE,- {EAST SIDE ONLY} ROOFING SLOPE TO MATCH INSULATION " BENT IE INSULATI N C r Ya . W8 • '•_ � *' Y4 BEAM CUT FROM W8x13 —--------- •:; :r� FACIA BLOCK ® BEAM" io O O O BENT R w 16" LONG SUPPORT POCKET B.O. ROOF ?� POCKET GROUT METAL FLASHING L5x3, SEE Ya 2-6 L5x3 x% LLV : �. y s:.='.,; FILL EA BEAM -` SECTION A/- % 4 CONT �:. 3 W8 TO 3 BRNG R _� W/%"00" LONG EA END I 1�" NSG ��'� :• <: LTO W6 c .._ 3 SIDES TYP Y4 L4x3x%xOM-3 � W/0)--Y4"0x7" LLOS '- LONG BOLTS ® 18" OC BOLTS ® 2'-8" W/{2)-"s�x6" LONG " ANCHOR BOLT, TYP OC (MATCH GROUTED CELLS BOND BEAM IN CMU WALL) : �. ;,: D SECTION 0 4'-0" OC SCALE: 1 1/2"=l —0 (2) REQ'D, TYP. MAN DOOR v •° J r O Q $ Q I DOWEL IN CMU BEYOND 2-6 � #4 x I� SLAB REINF, AROUND . N SEE PLAN PERIMETER / 00 %"x5" R 1" NSG -, w - 8" CMU WALL -#5 VERT (SEE B/1506_2) Y2"4x9" ANCHOR -- BOLTS 0 2'-8" OC (MATCH GROUTED CELLS IN CMU WALL) (2)- #4, TYP A LL AROUND (- #6, (3 6 MIL CONT 6" CRUSHED .moi VAPOR BARRIER STONE UNDER SLAB ---------- 800 ------8" #6 ® 12" TYP oC Ew A `1* ECTI O N 3'-0" TYP 1506=2 SCALE- 1/2"=1'-O" 20 GA GALV METAL FLASHING GALV SHEET METAL GUTTER SYSTEM (NOT SHOWN) W/(2) DOWN SPOUTS. SEE,- {EAST SIDE ONLY} ROOFING SLOPE TO MATCH INSULATION " BENT IE INSULATI N C r ANCHOR BOLTS GA = 8 EA SIDE (5Y2" GA) DETAIL ELECTRICAL OPNG G LOOKING FROM. OUTSIDE DETAIL rF"� D ETA! L 1506_2 SCALE: 1 "=1'-0" SCALE: 1 "=1'-0" — SCALE: 1 "=1'-0" �......i 1 MW 01/17/1 ISSUE FOR CONSTRUCTION 0 MW .11/13/13, ISSUE FOR BID DRAWING NO. REFERENCE REF DRAWING NO. REFERENCE REF REV BY DATE REVISIONS REV BY DATE REVISIONS NO. NO. NO. NO. CUT OFF EXCESS BOLTS, GRIND FLUSH �-- B.O. ROOF DECK SEE SECTION A/- rB-'*%N SECTION 1506_2 SCALE: 1 "=1'-0" �1 CAULKING ALL AROUND EYE -BOLTS, SEE --� ELEC DWGS L3x2x-% ALL AROUND SEAL R TO HSS )ie SECTION SCALE: 1"=1'—O" 21411 1. SEE D'AWING KRS-1506-1 FOR NOTESSTRUCTURAL '3 +► CUT OFF EXCESS BOLTS, GRIND FLUSH AT EA. WT W8 • '•_ � *' Y4 BEAM CUT FROM W8x13 —--------- •:; :r� FACIA BLOCK ® BEAM" io O O O BENT R w 16" LONG SUPPORT POCKET B.O. ROOF ?� POCKET GROUT METAL FLASHING L5x3, SEE Ya 2-6 c " ~ : �. y s:.='.,; FILL EA BEAM -` SECTION A/- % 4 CONT �:. 3 W8 TO 3 BRNG R _� W6 Ya 2-6 EA END I 1�" NSG ��'� :• <: LTO W6 c �'a"x3"x1'-0" BRG R 3 SIDES TYP Y4 L4x3x%xOM-3 � W/0)--Y4"0x7" LLOS '- LONG •,`•�' _ : •" BOLTS ® 2'-8" W/{2)-"s�x6" LONG " ANCHOR BOLT, TYP ANCHOR BOLTS GA = 8 EA SIDE (5Y2" GA) DETAIL ELECTRICAL OPNG G LOOKING FROM. OUTSIDE DETAIL rF"� D ETA! L 1506_2 SCALE: 1 "=1'-0" SCALE: 1 "=1'-0" — SCALE: 1 "=1'-0" �......i 1 MW 01/17/1 ISSUE FOR CONSTRUCTION 0 MW .11/13/13, ISSUE FOR BID DRAWING NO. REFERENCE REF DRAWING NO. REFERENCE REF REV BY DATE REVISIONS REV BY DATE REVISIONS NO. NO. NO. NO. CUT OFF EXCESS BOLTS, GRIND FLUSH �-- B.O. ROOF DECK SEE SECTION A/- rB-'*%N SECTION 1506_2 SCALE: 1 "=1'-0" �1 CAULKING ALL AROUND EYE -BOLTS, SEE --� ELEC DWGS L3x2x-% ALL AROUND SEAL R TO HSS )ie SECTION SCALE: 1"=1'—O" 21411 1. SEE D'AWING KRS-1506-1 FOR NOTESSTRUCTURAL '3 +► CUT OFF EXCESS BOLTS, GRIND FLUSH 5065 SW Ysadsss Road Sults 100, LaceOsrogo, OR 97M U.S& Td: 1-503-624-3000 Po� 1-503-624-3001 C -� SECTION 1506_2 SCALE: 1 "=1'-0" e r CONDUIT PENETRATION 20 GA GAL% W/SEAL METAL FLAS " BEN' - HSS 8x2 ALL AROUND lei"0x9" ANCH Y2"Ox4" HEADED STUDS BOLTS ® 2'- 0 EA CELL, TYP OC (MATCH GROUTED CEI IN CMU WALL \� SCALE:1 "=1'-0" T OFF EXCESS LTS, GRIND FLUSH :CK MIT 2014 iflanner RECOVERY AREA INTERNATIONALS PAPER UPS & BATTERY ROOM SECTIONS AND DETAILS Containerboard Manufacturing, Springfield, Oregon DRAWN BY: J. LAUER 07/17/13 CHECKED BY: M. WANG 11/10/13 FILE: KRS-1506-3.d APPROVED BY: C. LaCOUNT 11/10/13 DRAWING NO. SCALE: As Noted I KRS-1506 3 SHEET REV 30F 5 1 WT CUT FROM W8x13 —--------- (n - w� io t� w � � 20 GA GALV B.O. ROOF ?� WELD 12" METAL FLASHING "'.` + ° > DECK SEE pis 3-9 EA. END BENT SECTION A/ - W8 1" NSG ;':f: .: Y2"04" ANCHOR BOLTS ® 2'-8" , OC (MATCH GROUTED CELLS IN CMU WALL) : �. ;,: D SECTION SCALE: 1 1/2"=l —0 5065 SW Ysadsss Road Sults 100, LaceOsrogo, OR 97M U.S& Td: 1-503-624-3000 Po� 1-503-624-3001 C -� SECTION 1506_2 SCALE: 1 "=1'-0" e r CONDUIT PENETRATION 20 GA GAL% W/SEAL METAL FLAS " BEN' - HSS 8x2 ALL AROUND lei"0x9" ANCH Y2"Ox4" HEADED STUDS BOLTS ® 2'- 0 EA CELL, TYP OC (MATCH GROUTED CEI IN CMU WALL \� SCALE:1 "=1'-0" T OFF EXCESS LTS, GRIND FLUSH :CK MIT 2014 iflanner RECOVERY AREA INTERNATIONALS PAPER UPS & BATTERY ROOM SECTIONS AND DETAILS Containerboard Manufacturing, Springfield, Oregon DRAWN BY: J. LAUER 07/17/13 CHECKED BY: M. WANG 11/10/13 FILE: KRS-1506-3.d APPROVED BY: C. LaCOUNT 11/10/13 DRAWING NO. SCALE: As Noted I KRS-1506 3 SHEET REV 30F 5 1 CMU WALL m lY2"x20 GA STANDING SEAM METAL ROOFING — GALV & PAINTED E E 7174 Y2"0 ADH ANCHORS, SEE DETAIL J/— C6 I ( I SEE PLAN 446" r STANDING SEAM METAL ROOFING C6x8.2 � 1 a as E.O. G,e ROOFING C6 / g C ao If k;Y=: • Y�" EXP JOINT d- METAL ROOFING C6 �d Cn C4id 1A1 co J N C4x7 25 -- _ — C4x7.25 a x00 _ co w ca o00 TYP H SEE PLAN J .¢9 �-C6 /-1" NSG o U0. _ 1 co (2)— #4• TYP SLOPE PER FOOT - COPE BOT FLG OF C6 ® COL 1" NSG i AROUND4, TYP 2-6 PERIM• f I►. ` t���i(♦�.j�r 4ta��( ''t'"t''t, � t 4 4 t t 41 1 ♦ rr r ♦ �`' .• lady+i+ rta�rt��:r+ly`�i'�:r' IC ti�iti . i is is ti r• is rs r. �i it �r"N 1r •. ,l.t ���;,� `fir+fir<�•ii�r'i�''�.r'�p !A!�!�`+ ti rii . �'r ♦ t� D' rt��rtt�rti�r<��h��rtt►�rt��'t. �i rhe r�r r�i ��r r�r r�i }1i Fri .• tii t i�'t� t t ,t ti ti i t : ♦(� t1 !t !t li t!•t1 11. t• C6x8.2 (� AROUND / s � (2)- #5 x t_/ PERIMETER 0 {° G EA WAY 12" OC B--------- TYP SEE A/1506_3 OUTLINE OF 6" CRUSHED STONE FILL FOR REINF FTG BEYOND UNDER THICKENED SLAB & COL FTGS A CANOPY FRAMING PLAN rB"' ELEVATION rC ELEVATION 1506_.2 SCALE: 1/2"=1'-0" �---� SCALE: 1 /2"=1'-0" SCALE: 1 /2"=1'-0" Y4 Ya " GUSSET R :i.rsar s _ _ CAP " C4. R %x4xO'-4Y4" R. Ya CAP ) �. / A325N BOLT SAW CUT R ' : — :.: W/(2) -%"O L3x3xY4xO' 4Ya" '(SAW CUT) — " •4 w -- — _ A325N BOLTS W/(2)—% -O A325N BOLTS, BEVELED A 3TYP � WP C4 WASHER ¢� _ r Q \� c c 4 '�:, (4) Y"0 ADH ;:•':: ANCHORS EA END, C4 C6 j j Cs SEE PLAN A/- — C6 �, 3L" GUSSET R I ( R Xix6x0'-10"FOR LOCATION I C6 FOR L3x3 CONN, W/(2) --Y4"0 ADH L3x3 Ya SIM E/ i l ANCHORS (6" EMBED) L3x3 W/(2)—%"O y TYP HSS 4x4 A325N BOLTS EA HSS 4x4t6'i6 END, TYP TYPICAL BASE PLATE FOR HSS 44 E DETAILKT DETAILKG"�DETAIL H-SECTIONKT*�DETAIL SCALE: 1 "=1'-0" — SCALE- 1 "=1''--0" — SCAL.E:1 "=1'-0" — SCALE: 1 "=1'-0" — SCALE: 1 "=1'-0" 1506 —2 (2)— #5 IN BOND BEAM k;Y=: • Y�" EXP JOINT d- METAL ROOFING :r �d Cn a �± co 00 4" /-1" NSG o U0. _ 1 co (2)— #4• TYP SLOPE PER FOOT - COPE BOT FLG OF C6 ® COL 1" NSG i AROUND4, TYP 2-6 PERIM• f I►. ` t���i(♦�.j�r 4ta��( ''t'"t''t, � t 4 4 t t 41 1 ♦ rr r ♦ �`' .• lady+i+ rta�rt��:r+ly`�i'�:r' IC ti�iti . i is is ti r• is rs r. �i it �r"N 1r •. ,l.t ���;,� `fir+fir<�•ii�r'i�''�.r'�p !A!�!�`+ ti rii . �'r ♦ t� D' rt��rtt�rti�r<��h��rtt►�rt��'t. �i rhe r�r r�i ��r r�r r�i }1i Fri .• tii t i�'t� t t ,t ti ti i t : ♦(� t1 !t !t li t!•t1 11. t• C6x8.2 (� AROUND / s � (2)- #5 x t_/ PERIMETER 0 {° G EA WAY 12" OC B--------- TYP SEE A/1506_3 OUTLINE OF 6" CRUSHED STONE FILL FOR REINF FTG BEYOND UNDER THICKENED SLAB & COL FTGS A CANOPY FRAMING PLAN rB"' ELEVATION rC ELEVATION 1506_.2 SCALE: 1/2"=1'-0" �---� SCALE: 1 /2"=1'-0" SCALE: 1 /2"=1'-0" Y4 Ya " GUSSET R :i.rsar s _ _ CAP " C4. R %x4xO'-4Y4" R. Ya CAP ) �. / A325N BOLT SAW CUT R ' : — :.: W/(2) -%"O L3x3xY4xO' 4Ya" '(SAW CUT) — " •4 w -- — _ A325N BOLTS W/(2)—% -O A325N BOLTS, BEVELED A 3TYP � WP C4 WASHER ¢� _ r Q \� c c 4 '�:, (4) Y"0 ADH ;:•':: ANCHORS EA END, C4 C6 j j Cs SEE PLAN A/- — C6 �, 3L" GUSSET R I ( R Xix6x0'-10"FOR LOCATION I C6 FOR L3x3 CONN, W/(2) --Y4"0 ADH L3x3 Ya SIM E/ i l ANCHORS (6" EMBED) L3x3 W/(2)—%"O y TYP HSS 4x4 A325N BOLTS EA HSS 4x4t6'i6 END, TYP TYPICAL BASE PLATE FOR HSS 44 E DETAILKT DETAILKG"�DETAIL H-SECTIONKT*�DETAIL SCALE: 1 "=1'-0" — SCALE- 1 "=1''--0" — SCAL.E:1 "=1'-0" — SCALE: 1 "=1'-0" — SCALE: 1 "=1'-0" 1506 —2 (2)— #5 IN BOND BEAM k;Y=: • Y�" EXP JOINT STANDING SEAM METAL ROOFING :r Y MR a �± rh 00 4" t C6 BEYOND 1 J z a.O .• TYP ELEC CABINET VARIES, SEE PLAN o . Ir Ce Cn /-1" NSG o U0. _ 1 co (2)— #4• TYP SLOPE PER FOOT - COPE BOT FLG OF C6 ® COL 1" NSG i AROUND4, TYP 2-6 PERIM• f I►. ` t���i(♦�.j�r 4ta��( ''t'"t''t, � t 4 4 t t 41 1 ♦ rr r ♦ �`' .• lady+i+ rta�rt��:r+ly`�i'�:r' IC ti�iti . i is is ti r• is rs r. �i it �r"N 1r •. ,l.t ���;,� `fir+fir<�•ii�r'i�''�.r'�p !A!�!�`+ ti rii . �'r ♦ t� D' rt��rtt�rti�r<��h��rtt►�rt��'t. �i rhe r�r r�i ��r r�r r�i }1i Fri .• tii t i�'t� t t ,t ti ti i t : ♦(� t1 !t !t li t!•t1 11. t• C6x8.2 (� AROUND / s � (2)- #5 x t_/ PERIMETER 0 {° G EA WAY 12" OC B--------- TYP SEE A/1506_3 OUTLINE OF 6" CRUSHED STONE FILL FOR REINF FTG BEYOND UNDER THICKENED SLAB & COL FTGS A CANOPY FRAMING PLAN rB"' ELEVATION rC ELEVATION 1506_.2 SCALE: 1/2"=1'-0" �---� SCALE: 1 /2"=1'-0" SCALE: 1 /2"=1'-0" Y4 Ya " GUSSET R :i.rsar s _ _ CAP " C4. R %x4xO'-4Y4" R. Ya CAP ) �. / A325N BOLT SAW CUT R ' : — :.: W/(2) -%"O L3x3xY4xO' 4Ya" '(SAW CUT) — " •4 w -- — _ A325N BOLTS W/(2)—% -O A325N BOLTS, BEVELED A 3TYP � WP C4 WASHER ¢� _ r Q \� c c 4 '�:, (4) Y"0 ADH ;:•':: ANCHORS EA END, C4 C6 j j Cs SEE PLAN A/- — C6 �, 3L" GUSSET R I ( R Xix6x0'-10"FOR LOCATION I C6 FOR L3x3 CONN, W/(2) --Y4"0 ADH L3x3 Ya SIM E/ i l ANCHORS (6" EMBED) L3x3 W/(2)—%"O y TYP HSS 4x4 A325N BOLTS EA HSS 4x4t6'i6 END, TYP TYPICAL BASE PLATE FOR HSS 44 E DETAILKT DETAILKG"�DETAIL H-SECTIONKT*�DETAIL SCALE: 1 "=1'-0" — SCALE- 1 "=1''--0" — SCAL.E:1 "=1'-0" — SCALE: 1 "=1'-0" — SCALE: 1 "=1'-0" 1506 —2 (2)— #5 IN BOND BEAM k;Y=: • Y�" EXP JOINT :r MATERIAL, CMU WALL—\/,".. 4" .• TYP ELEC CABINET VARIES, SEE PLAN ..: w.2-6 \oea: SLAB REINF, #4 x SEE PLAN AROUND :.. r PERIMETER 12" OC #5x� INTERSECTION BAR t 2-0 r #4 ® 12" OC EW #4 DOWEL CSD 12" OC - 6" (2)- #5 IN AROUND PERIMETER, TYP CRUSHED STONE FILL BOND BEAM EMBED 4" IN ADH UNDER THICKENED N SECTION sLA6 &Col_ Fres DETAIL — TYPICAL WALL INTERSECTON rM' TYPICAL HOUSEKEEPING PAD DETAIL 15062 SCALE: 1 "=1'-0" 1502 SCALE: 1/2" SCALE: 1"=1'—O" (�D:) ELEVATION 1502 SCALE: 1/2"=1'-0" ;2)— #5 IN 3OND BEAM 0 #5x a CORNER BAR 2—Q EXTERIOR BARS VERT BARS NOT SHOWN FOR CLARITY DETAIL — TYPICAL CORNER BAR 1506_2 SCALE: 1"=l'—O" o■■ ®®—�®® e BS 5005 SW Me*&" Rood SWU 100, Loke OR 9705 USA TeL 1-503-U4 01m.11-503-62 4-3001 ISSUE FOR BID DRAWING No. DRAWING NO. REFERENCE NOTES: 1. SEE DRAWING KRS-1506_1 FOR STRUCTURAL NOTES AND ABBREVIATIONS. FINAL SITE PLA t 14 RECOVERY AREA INTERNATIONALI& PAPER UPS & BATTERY ROOM SECTIONS AND DETAILS Containerboard Manufacturing, Springfield, Oregon DRAWN BY: J. LAUER 07/17/13 CHECKED BY: M. WANG 11/10/13 FILE: KRS-1506-4.dw APPROVED BY: C. LaCOUNT 11/10/13 DRAWING N0. I SHEET REV SCALE: As Noted KRS-1506 4 4oF 5 1 �;ry in C r C I ir r (C E 68 nE E nE rq 69 68 A 69AA FIELD VERIFYHSS 4x4x)41 W/ �6" 8* -0"± CLOSURE It CONN TO FIELD VERIFY IFACE OF HSS 8x6 — E ----------------------- HSS 8x6x% 0 (E) TOS EL r ?L H C 0 P= - = 0 kE) 211 4v2x3xft (E) C6x8.2 Tit - 3: K K G 001 rB-"'ENLARGED SOUTH ELEVATION (E) TOS EL SCALE: 3/8"=1'-0" 110' -0- 2` -On 2'-4 (E) TOS EL NOTE 3 NOTE 3 106'-6- 1 A 11 1! 11-1 N 72A A4 V o IE 7kx8xo*—1,—O" HSS 8x6 W/(4) --Y4"0 (E) W10 COL A" END IE 2"0 ACCESS HOLES A325N BOLTS 4 0 BOLTS T 0 0 (Q TOS EL j 93'-6" 0 0.0 — — — — — — — — COVER IE OVER I — 4" END 'ORO C HSS 8x6x-% ACCESS HOLES HSS 8x6 Y44N W/(6)— #12 SCREWS Ya SOUTH ELEVATION LINE N72 -A (E) SIDING 4 NOTE 4 SCALE: 3/16"=1'-0" HSS 8x6 1'-2"f NOTE 2 FIELD VERIFY 72A rC"\N SECTION D SECTION Sou: i "=1'-0" SCALE: 1"=l'—O" eA TO HSS (E) SIDING 6 ICN14 'A R %x4xO'-6" Y4" CLOSURE It L W/(2) --Y4"0 — — — — — — — — — — — - A325N BOLTS 3 TO 1-44 NIB > 0 C8 0 HSS 8x6x% 3 L44 (E) SIDING HSS 8x6 (E) 12WF 1 IL r 1 X 1 CONDUIT-\ die TMP G-'� DETAIL I I I " CLOSURE L HSS 2x2x3/16 0 0 A4 EA END it Y2X6Xl # SCALE: 1"=l' -O" -2" 1 - - - - - - - - - - - - —A — — — — — — — — — — — W/(A)--Y&"O A325N I I BOLTS I CUT (E) It hxREQD P1000 SIDING (E) C6 (E) CIS NOTE 2 1'-2" CUT (E) SIDING FIELD (E) SIDING VERIFY rH—"� SECTION... / �J DETAIL rK� DETAIL SCALL 1 "=V -on SCALE: 1 1/2"= 1'-0" SCALE: 1"=1'-0" 1 MW 01/17/14 ISSUE FOR CONSTRUCTION 0 MW 11 13 13 ISSUE FOR BID DRAWING NO. REFERENCE DRAWING NO. REFERENCE REF REV REV BY DATE REVISIONS REF I NO. NO. . NO. BY DATE REVISIONS NO. TOS EL SEAL Q- - fli L, HSS 8x6 (6)—%-0 HOLES FOR EYE BOLTS 0 5 EQ SP 0 11 - OC SECTION (E) C8 1-44 r'LDETAIL SCALE: 1 "=1'-0" 5005 SW Meado" Road SWU 10D, LaW 0=.I OR 97035 USA TOL 1-503-624-3000 SCALE: 1"=l' -O" �" I GENERAL NOTES: 1. SEE DRAWING KRS-1506-1 FOR STRUCTURAL NOTES AND ABBREVIATIONS. 2. LINE UP FACE OF NEW HSS 8x6 WIRE BRACKET WITH EXISTING CHANNEL WIRE BRACKET TO AVOID ANGLE SUPPORT. 3. COORDINATE DIMENSION WITH ELECTRICAL. 4. PROVIDE 1 "S� DRAIN HALES CSD 2'-0" OC FOR ALL TUBE STEEL. PROVIDE �i6" COVER R WjHOLE AND 304 SS WOVEN WIRE CLOTH MESH, 20x20 0.02"0 WIRES, AFTER GALVANIZING. B TURBINE -GENERATOR N."! F — A - — —\r Exam PJXXNM UPS ROMI 2" R" HSS 8x6 \—MACLEAN POWER SYSTEMS HDG J9528 %"0 SHOULDER EYE BOLT, TYP D ETAI L SCALE: 1"=l'—O" FINAL SITE PLAN i -E8 1,4 2014 Idanner: RECOVERY AREA INTERNATIONALPAPER UPS & BATTERY ROOM I& SECTIONS AND DETAILS Containerboard Manufacturing, Springfield, Oregon DRAWN BY: J. LAU ER 09/11/13 CHECKED BY: M. WANG 11/10/13 FILE: KRS-1506-5.dwg APPROVED BY: C. LaCOUNT 11/10/13 DRAWING NO. SHEET REV SCALE:SCALE: As Noted I KHS— 15065 50F 5 1 (0 w HSS 8x6x% 1-0 0 0 0, 1: (E) 12WF27 (E) C8): 1.5 (E) TOS EL P w 133-6" J II (E) x j IHSS 8x6 - - (E) C6x8.2 II 000 P10013 ti w 5# On NOTE 3 00 BRACKET Q P1000 (E) SAG ROD, (E) C6x8.2 TYP 0 w w Nil -:HI L TYP (E) C8x1 1.5 w o ! 0 1 (E) 81-11 1.5 ol 0 P= - = 0 kE) 211 4v2x3xft (E) C6x8.2 Tit - 3: K K G 001 rB-"'ENLARGED SOUTH ELEVATION (E) TOS EL SCALE: 3/8"=1'-0" 110' -0- 2` -On 2'-4 (E) TOS EL NOTE 3 NOTE 3 106'-6- 1 A 11 1! 11-1 N 72A A4 V o IE 7kx8xo*—1,—O" HSS 8x6 W/(4) --Y4"0 (E) W10 COL A" END IE 2"0 ACCESS HOLES A325N BOLTS 4 0 BOLTS T 0 0 (Q TOS EL j 93'-6" 0 0.0 — — — — — — — — COVER IE OVER I — 4" END 'ORO C HSS 8x6x-% ACCESS HOLES HSS 8x6 Y44N W/(6)— #12 SCREWS Ya SOUTH ELEVATION LINE N72 -A (E) SIDING 4 NOTE 4 SCALE: 3/16"=1'-0" HSS 8x6 1'-2"f NOTE 2 FIELD VERIFY 72A rC"\N SECTION D SECTION Sou: i "=1'-0" SCALE: 1"=l'—O" eA TO HSS (E) SIDING 6 ICN14 'A R %x4xO'-6" Y4" CLOSURE It L W/(2) --Y4"0 — — — — — — — — — — — - A325N BOLTS 3 TO 1-44 NIB > 0 C8 0 HSS 8x6x% 3 L44 (E) SIDING HSS 8x6 (E) 12WF 1 IL r 1 X 1 CONDUIT-\ die TMP G-'� DETAIL I I I " CLOSURE L HSS 2x2x3/16 0 0 A4 EA END it Y2X6Xl # SCALE: 1"=l' -O" -2" 1 - - - - - - - - - - - - —A — — — — — — — — — — — W/(A)--Y&"O A325N I I BOLTS I CUT (E) It hxREQD P1000 SIDING (E) C6 (E) CIS NOTE 2 1'-2" CUT (E) SIDING FIELD (E) SIDING VERIFY rH—"� SECTION... / �J DETAIL rK� DETAIL SCALL 1 "=V -on SCALE: 1 1/2"= 1'-0" SCALE: 1"=1'-0" 1 MW 01/17/14 ISSUE FOR CONSTRUCTION 0 MW 11 13 13 ISSUE FOR BID DRAWING NO. REFERENCE DRAWING NO. REFERENCE REF REV REV BY DATE REVISIONS REF I NO. NO. . NO. BY DATE REVISIONS NO. TOS EL SEAL Q- - fli L, HSS 8x6 (6)—%-0 HOLES FOR EYE BOLTS 0 5 EQ SP 0 11 - OC SECTION (E) C8 1-44 r'LDETAIL SCALE: 1 "=1'-0" 5005 SW Meado" Road SWU 10D, LaW 0=.I OR 97035 USA TOL 1-503-624-3000 SCALE: 1"=l' -O" �" I GENERAL NOTES: 1. SEE DRAWING KRS-1506-1 FOR STRUCTURAL NOTES AND ABBREVIATIONS. 2. LINE UP FACE OF NEW HSS 8x6 WIRE BRACKET WITH EXISTING CHANNEL WIRE BRACKET TO AVOID ANGLE SUPPORT. 3. COORDINATE DIMENSION WITH ELECTRICAL. 4. PROVIDE 1 "S� DRAIN HALES CSD 2'-0" OC FOR ALL TUBE STEEL. PROVIDE �i6" COVER R WjHOLE AND 304 SS WOVEN WIRE CLOTH MESH, 20x20 0.02"0 WIRES, AFTER GALVANIZING. B TURBINE -GENERATOR N."! F — A - — —\r Exam PJXXNM UPS ROMI 2" R" HSS 8x6 \—MACLEAN POWER SYSTEMS HDG J9528 %"0 SHOULDER EYE BOLT, TYP D ETAI L SCALE: 1"=l'—O" FINAL SITE PLAN i -E8 1,4 2014 Idanner: RECOVERY AREA INTERNATIONALPAPER UPS & BATTERY ROOM I& SECTIONS AND DETAILS Containerboard Manufacturing, Springfield, Oregon DRAWN BY: J. LAU ER 09/11/13 CHECKED BY: M. WANG 11/10/13 FILE: KRS-1506-5.dwg APPROVED BY: C. LaCOUNT 11/10/13 DRAWING NO. SHEET REV SCALE:SCALE: As Noted I KHS— 15065 50F 5 1 (0 1-0 0 0 0, 1: (E) 12WF27 G LO J II (E) x j IHSS 8x6 - - /ol - II WIRE 00 BRACKET Q 11 HSS 2x2, TYP11 HSS 8x6x% 0 Nil -:HI rc (E) 81-11 1.5 ol (E) TOS EL 0 UII 11 V (E) ANGLE SUPPORT II 126'-0" Vo U') ON FRON1 FACE OF 0 0 x 0 WIRE B KET II NOTE 2) X II (E) TOS EL (0 Ito o II 122'-6- w II w w 3 II �111- L4x4xy4 (E) 6011.5 II II 0 P= - = 0 kE) 211 4v2x3xft (E) C6x8.2 Tit - 3: K K G 001 rB-"'ENLARGED SOUTH ELEVATION (E) TOS EL SCALE: 3/8"=1'-0" 110' -0- 2` -On 2'-4 (E) TOS EL NOTE 3 NOTE 3 106'-6- 1 A 11 1! 11-1 N 72A A4 V o IE 7kx8xo*—1,—O" HSS 8x6 W/(4) --Y4"0 (E) W10 COL A" END IE 2"0 ACCESS HOLES A325N BOLTS 4 0 BOLTS T 0 0 (Q TOS EL j 93'-6" 0 0.0 — — — — — — — — COVER IE OVER I — 4" END 'ORO C HSS 8x6x-% ACCESS HOLES HSS 8x6 Y44N W/(6)— #12 SCREWS Ya SOUTH ELEVATION LINE N72 -A (E) SIDING 4 NOTE 4 SCALE: 3/16"=1'-0" HSS 8x6 1'-2"f NOTE 2 FIELD VERIFY 72A rC"\N SECTION D SECTION Sou: i "=1'-0" SCALE: 1"=l'—O" eA TO HSS (E) SIDING 6 ICN14 'A R %x4xO'-6" Y4" CLOSURE It L W/(2) --Y4"0 — — — — — — — — — — — - A325N BOLTS 3 TO 1-44 NIB > 0 C8 0 HSS 8x6x% 3 L44 (E) SIDING HSS 8x6 (E) 12WF 1 IL r 1 X 1 CONDUIT-\ die TMP G-'� DETAIL I I I " CLOSURE L HSS 2x2x3/16 0 0 A4 EA END it Y2X6Xl # SCALE: 1"=l' -O" -2" 1 - - - - - - - - - - - - —A — — — — — — — — — — — W/(A)--Y&"O A325N I I BOLTS I CUT (E) It hxREQD P1000 SIDING (E) C6 (E) CIS NOTE 2 1'-2" CUT (E) SIDING FIELD (E) SIDING VERIFY rH—"� SECTION... / �J DETAIL rK� DETAIL SCALL 1 "=V -on SCALE: 1 1/2"= 1'-0" SCALE: 1"=1'-0" 1 MW 01/17/14 ISSUE FOR CONSTRUCTION 0 MW 11 13 13 ISSUE FOR BID DRAWING NO. REFERENCE DRAWING NO. REFERENCE REF REV REV BY DATE REVISIONS REF I NO. NO. . NO. BY DATE REVISIONS NO. TOS EL SEAL Q- - fli L, HSS 8x6 (6)—%-0 HOLES FOR EYE BOLTS 0 5 EQ SP 0 11 - OC SECTION (E) C8 1-44 r'LDETAIL SCALE: 1 "=1'-0" 5005 SW Meado" Road SWU 10D, LaW 0=.I OR 97035 USA TOL 1-503-624-3000 SCALE: 1"=l' -O" �" I GENERAL NOTES: 1. SEE DRAWING KRS-1506-1 FOR STRUCTURAL NOTES AND ABBREVIATIONS. 2. LINE UP FACE OF NEW HSS 8x6 WIRE BRACKET WITH EXISTING CHANNEL WIRE BRACKET TO AVOID ANGLE SUPPORT. 3. COORDINATE DIMENSION WITH ELECTRICAL. 4. PROVIDE 1 "S� DRAIN HALES CSD 2'-0" OC FOR ALL TUBE STEEL. PROVIDE �i6" COVER R WjHOLE AND 304 SS WOVEN WIRE CLOTH MESH, 20x20 0.02"0 WIRES, AFTER GALVANIZING. B TURBINE -GENERATOR N."! F — A - — —\r Exam PJXXNM UPS ROMI 2" R" HSS 8x6 \—MACLEAN POWER SYSTEMS HDG J9528 %"0 SHOULDER EYE BOLT, TYP D ETAI L SCALE: 1"=l'—O" FINAL SITE PLAN i -E8 1,4 2014 Idanner: RECOVERY AREA INTERNATIONALPAPER UPS & BATTERY ROOM I& SECTIONS AND DETAILS Containerboard Manufacturing, Springfield, Oregon DRAWN BY: J. LAU ER 09/11/13 CHECKED BY: M. WANG 11/10/13 FILE: KRS-1506-5.dwg APPROVED BY: C. LaCOUNT 11/10/13 DRAWING NO. SHEET REV SCALE:SCALE: As Noted I KHS— 15065 50F 5 1