Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/3/2013I I 1 I I I' I 0 DRAWING NO. SUB 26 PROJECT LOCATION SUB 32 SUB 33� SUB 34 05J cfi POWER HOUSE RECOVERY • 0,000000 o • OSM SUB 5 8 • MCC A,B,C, 14M E,H,I,K,Z B LD RY UB 14 oSUB 20S E ? MCC A- D,L,Z• MCC A,B,C,M,ZI S ❑LID WASTE CMCC C 20 MCC 14❑ C 14J O SooBo VCE SUB 7 RM QQ MCC 9 ® Q CVBL a SUB 19 A -D UNLOADING Uo CC A,B,D MCC 03S � F- 03D BATCH 2ND FL❑ ❑R z 19C • _ CHII At a j a PROJECT NAME: RECOVERY AREA UPS &BATTERY ROOM TAX LOT NO: 171-1785 ISSUED FOR BID DATE: 11/25/2013 CONTAINERBOARD MANUFACTURING, SPRINGFIELD, OREGON 801 42ND STREET, SPRINGFIELD, OR 97478 7 /JIC u u No.l ! ' CLEARWELL ILII 17D,Z CHIP < UNIFORMITY 4> �o kSUB 17 ,MCC, 17 < • SAND MCC21L MCC 03E ❑BLAST OE FED FROM BATCH 4TH FLOOR L MC03BOlB O MCC 03I,C,D Y o 0 O • 00 1 • 03A,B 21C J 0 SUB 3 21K • CARPENTER Q Q Q O Q . 21C05A SHOP Q No 8 SUB 21 REFERENCE OCC • 22 MCC NORTH SUB 18 • Eq QQ HI -D No.2 MC: A I� EDUCATION SUB 25 KAMYR LEARWELL a MCC SUPPORT MCC A -D � u O n 21B FACILITY O MCC- 00 �OO • QWHITE R • GE ROLL © 25A C,T,Z SUB 6A STORAGE STORAGE WAREHOUSE O 03P SUB 6 COMPUTER FABRICATION Q MCC A- H,J,X,Y,Z SUB 16 . BUILDING SHOP SUB 11 O 1Y'Z • • A -D Q O o SUB 9 10Q• • SUB 10 *1 MCC 10J MCC if R -T, W, X O O M A,B,C,F,G &Z B,C,D,Y No.2 MACHINE ROOM 00 SUB 9A CC 21 0 0 0 0 MCC J -M -� • �o 00 °O r5 \\ 3TARCH ED CENTER O ,O STORAG E HUMAN SJ RESOURCES No,2 ROLL SUB 23 STORAGE WAREHOUSE MCC A,B,C,Y REF I DRAWING NO. NO. SALVAGE MCC 12A BUS CC WAREHOUSE /STORAGE D' ANNEX • C EWEB SUBI RIVER PUMPS ❑ E, 1 LOCATION SITE PLAN ,. f SCALE: NTS REFERENCE I NO I NO ( BY I DATE EFFLUENT POND CLARIFIER REVISIONS MCC 12E .\MCC 12F 101 N CONTAINERBOARD GATE I /FOREST PRODUCTS EDUCATION BUILDING (CABOOSE) VISITOR ` PARKING El �\0 MAII ni ATE 1 MC 11/25/13 ISSUED FOR BID 0 MC 11/13/13 ISSUED FOR BID REV N0. BY DATE REVISIONS PINE DUMP 0 MCC 08D RAILROAD SUB 8 SHOP C�� 0 // 0 MCC ROLLOVER 08B,C,Z 11 // OF] ❑ CHIP TESTING BLDG MCC 08A \ �� "o \ \ G4k (E) _ _ \_(E) GRAVEL AREA Up C==== \ (PERMEABLE GRADE SURFACE) CANOPY \ CONT, GUTTER & DOWNSPOUTS (E) BUS C &E BLDG. a NEW a I: BLDG. , s _ CANOPY�� I FIN. FLR. EL, -� 1 6" ABOVE GRADE > (E) Q IQ CONT. GUTTER z o I o13 & DOWNSPOUT w z JW (E) AREA DRAIN cn I Q �� TO BE �� Q F 100 9� ZIw 9�2 RELOCATED FOR a =31? SITE DRAINAGE o WIW (FIELD VERIFY) X10 Way 01 Is DIz w°Io "10 ,I mI� QIQ za PARTIAL SITE PLAN SCALE: 1/16" Date Received: DEC - 3 2013 Original Submittal Ak* RECOVERY AREA r,,�l► INTERNATIONALiw PAPER UPS & BATTERY ROOM C7 COVER SHEET J/.L►C�JBS 111111185EL CH" evib 1-4 5005 SW 4oAOw4 Read Suo 100, L4kt O.ago, OR 97M U.SA • Containerboard Manufacturing, Springfield, Ore on Tot I- 501 - 644 —]000 Fox: 1- 501 -624 -3001 JACOBS ARCHITECTURAL SERVICES tl 13 ZS� DRAWN BY: S. SHAO 08/13/13 0 O� CHECKED BY: M. CHANG 11/13/13 FILE: KRG- 7791_0.dw APPROVED BY: DRAWING NO. SHEET REV SCALE: 1/8' = 11 -0° 1 KRG -7791 0 1 of 1 1 �! I2 (Lpt_ ( 7 P[13-00030 CJ 3 /(0 a A CONT SHEET 11 __ __ I We I IVO W_ � �� ii q G M AN. Oil! AP W W METAL FLASHIN 0 Nil o�lm /FF44 ill 1 1 (PARTIALLY GROUTED) SEE STRUCTURAL— SEE STRUM :A. v A : m - A 4 er 1 DOOR SCHEDULE DOOR M DOOR PANEL DOOR -- ---- ----- - DOOR FIRE HEAD DETAIL JAMB DETAIL emu WN1 IEGENDG REMARKS 2M SS FLASHING WIDTH Rom) (PARTIALLY 'Rom) TYPE MATERIAL 0 EXTERIOR HEAD. SEE STRUCTURAL GROUP EXTEND 6* MIN HEIGHT ASSUMED PROPERTY LINE BEYOND EACH JAMS. ASSUMED 1—HR FIRE RATED EXTERIOR WALL AT (E) BLDG SET. IN FULL BED OF SEALANT IN SAWCU17 I T-0- T-0" BACKER ROD & SEALANT, COOT WITH (E) 90 -MIN. RATED EXTERIOR DOOR. MASONRY. SECURE , 1 M N 7 1 KRA-7791-2 AROUND HM REFER TO SPECIFICATION W/ EQ SPACED HILTI DOOR FRAME (N) 2—HR FIRE RATED EXTERIOR (CMU) WALL (PER UL 1 /4`X1 -3/4" EMBED 100-B 2' -T' WIDE 7' -912 1-314" DESIGN NO. U905 AND PER OSSC TABLE 602), AIS 410 kMK--CON (SIMILAR) — 7 / KRA-77912 8 / KRA-7791-2 3 NOTES 2 & 3 2 SCREW.ANCHORS F HM (N) 1 —HR FIRE RATED FIRE BARRIER (INTERIOR CMU 0 12m OC MAX. ON SHEET KRA-7791-2 101-A V-011 7--0- 1-W4" 60 MIN. WALL PER .OFC: 608.4 & OSC 508.2.5). PROVIDE NEOPRENE 8 !IRA- 7791 2 2— CONT SHEET 11 __ __ I We I IVO W_ � �� ii q G M AN. Oil! AP W W METAL FLASHIN 0 Nil o�lm /FF44 ill 1 1 (PARTIALLY GROUTED) SEE STRUCTURAL— SEE STRUM :A. v A : m - A 4 er 1 DOOR SCHEDULE DOOR DOOR PANEL. DOOR PANEL DOOR DOOR DOOR FIRE HEAD DETAIL JAMB DETAIL SILL DETAIL HARDWARE REMARKS NO. WIDTH THICKNESS TYPE MATERIAL RATING GROUP HEIGHT 100-A T-0- T-0" 1-314" 60 MIN. 61 KRA-7791-2 7 1 KRA-7791-2 1 REFER TO SPECIFICATION 6 " -7" (T-0- + 6 !IRA- 7791. 2 100-B 2' -T' WIDE 7' -912 1-314" MIN. (SIMILAR) — 7 / KRA-77912 8 / KRA-7791-2 3 NOTES 2 & 3 PANELS) F HM ON SHEET KRA-7791-2 101-A V-011 7--0- 1-W4" 60 MIN. 6 / KRA-7791 2 7 / KRA-7791 2 8 !IRA- 7791 2 2— (FLUSH) FOR HM DOOR, 6'-7- (T-07 + 61 KRA-7791-2 DOOR FINISH & 101-B Z-T'WIDE T-9 V2" 1-3/4' 60 MIN. (SIMILAR) 71 KRA-7791 2 — 8 / KRA-7791 2 3 DOOR PANELS) HARDWARE INFO. r102 -TA 3-4- P-o" 1-3/4' NONE 6 KRA-7791 2 7 / KRA-77912 . 8 / KRA-77912 2 AT 1 —HR CMU WALL PROVIDE MINERAL WOOL (MIN. 4 PCF) FIRMLY PACKED INTO FLUTED METAL DECK SPACES & CAVITIES. FLUSHED ON BOTH SIDES OF WALL SURFACES, AND AMY "HILT) FIRESTOPm JOINT SPRAY (CFS—SP WB) ON BOTH SIDES OF CMU WALL 0 OL ROOF DETAIL @ LOW PT 5 ROOF DETAIL@ INT CMU WALL ROOF DETAIL @ HIGH PT. r4� R OF DETAIL @ EAVE I _O SCALE: 1-1/2" = l'—O* SCAM- 1-112 1 SCALE. 1— 1 /2 1-114 1 —V 5006 SW Yaada., Rand 349 Jok Ldw 0-G0. OR 97056 U.&k Tit 1403-024 = fac 1-503-62­Ml JACOBS ARCHITECTURAL SERVICES 0 MC 11/13/13 ISSUED FOR BID REF REV REV REF DRAWING NO. REFERENCE BY DATE, REVISIONS NO. BY DATE REVISIONS DRAWING NO. REFERENCE NO.. NO. GENERAL NOTES: 11. ALL DRAWING GRAPHICS ARE DIAGRAMMATIC. INFORMATION SHOWN AT A LARGER SCALE SUPERSEDES THOSE AT A SMALLER SCALE. 2. WRITTEN DIMENSIONSL TAKE PRECEDENCE OVER GRAPHICL SCALE. DO NOT SCALE DRAWINGS IF UNABLE TO LOCATE DIMENSIONS FOR AN ITEM OF WORK,. CONSULT THE ARCHITEET, OR ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DIMENSIONS ARE SHOWN FROM CENTERLINE OF COLUMN TO FACE OF MD FRAMING, U.N.O. 3. VERIFY ALL DRAWING DIMENSIONS PRIOR TO STARTING THE. WORK NOTIFY THE ARCHITECT OR ENGINEER IMMEDIATELY OF ANY DISCREPANCIES'LOR VARIATIONS. DO NOT PROCEED wrrHL THE AFFECTED OR RELATED L WORK :UNTIL THE DISCREPANCIES OR VARIATIONS ARE RESOLVED BY THE ARCHITECT OR ENGINEER. 4. REFER TO CODEL SUMMARY FOR CODE COMPLIANCE AND REQUIREMENTS OF BUILDING SYSTEMS, MATERIALS AND COMPONENTS.. SPECIFICATIONS. NOTES: 1. ROOF ASSEMBLY: • PROVIDE "JOHNS MANVILLE 2CID—CA SBSw 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 FIELD. 2. HOLLOW METAL DOOR &FRAME ASSEMBLIES: • PROVIDE 14—GAUGE HEAVY DUTY *STEELCRAFr" INSULATED HOLLOW METAL DOOR. AND FRAME ASSEMBLIES., • DOOR AND FRAME SHALL BE FINISHED WITH 3—MIL DFT *CARBOLINE CARBOZINC 859" PRIMER AND 6—LMIL 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. DOOR HARDjE Sim A.GROUP: #1 (DOOR 100=6): * 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 L 315CN. • 1 GASKEIIING: PEMKO S88D. I THRESHOLD: PEMKO 271A. B-GROUP #2 (DOORS 191—A & 102—A: • 3 HINGES: MCKINNEY TA23144-1/2" x 4-1/2n. US32D RNISH. • 1 EXIT* DEVICE: SARGENT 11 12 8904 M US32D FINISH. • 1 CLOSER: SARGENT 281 P9,.EN FINISH. • 1 MOP PLATE: ROCKWOOD X1050 10m 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 190—B & 101-113): • 8 HINGES: MCKINNEY TA2314 4-1/2" x 4-1/2", US32D FINISH. • 1 FLUSH BOLT- ROCKWOOD 2845, US26D FINISH. • 1 DUSTPROOF STRIKE ROCKWOOD 570, LUS26D FINISH. • i Exrr DEVICE: SARGENT 11 .12 8913 ETL, LUS32D FINISH. • 1 FILLER BAR: ROCKWOOD FB-1, US28 FINISH. • L2 MOUNTING BRACKETS: ROCKWOOD 2601C. US28 FINISH. -1 COORDINATOR: ROCKWOOD 2672, US28 FINISH. - 2LCLOSERS: SARGENT 281 CPS, EN FINISH. • 2 MOP PLATES: ROCKWOOD K 1050 10" x 2" LTDW B4E, US32D FINISH. • 1 ASTRAGAL PEMKO 357SP. • 2 SWEEP: PEMKO 315CN. • 1 GASKETING: PEMKO S88D. - THRESHOLD: PEMKO 271A A. • RAIN GUARD: PEMKO 3460. 4. CONCRETE & CMU WALL FINISHZSEALER: SEAL ALL EXPOSED CONCRETE/CMU SURFACES WITH L PROSOCID SILOXANE W8 OR BASF THORO CONCRETE MASONRY SEALER OR APPROVED EQUAL. RECOVERY AREA INTERNATIONAL PAPER UPS & BATTERY ROOM FLOOR PLAN AND DETAILS Containerboard Manufacturing, Springfield, Oregon DRAWN BY: S. SHAO 08/13/1 CHECKED BY: M. CHANG 11/13/13 FILE: KRA-7791-2,clwg L-r APPROVED BY: DRAWING NO. SHED 'REV SCALE: 1/8' Y—O' KRAP-O7721 20F 2 od DEC - 3 2013 c DRAWING NO. JACQ�tS 5M sw Mwftn P4W mx* w6, w• w� 0R cross au. . - - - * 1-50}- 624 -x000 Fmr. t -M- 62¢3007 JACOBS ARCHITECTURAL SERVICES 0 MC 11/13/1, ISSUED FOR BID INS REF REV REV' REFERENCE REF DRAWING NO. REFERENCE NO N0. BY DATE REVISIONS NO BY DATE REVISIONS N0. 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 SO. FT. IS SEPARATED FROM THE EXISTING "BUS C & E" BUILDING BY A DISTANCE OF APPROX. 6 FEET.. THE NEW BUILDING INCLUDES: • "UPS ROOM 9140_ j-379 SO. FT.): FOR UNINTERRUPTED POWER SUPPLY SYSTEM (UPS). • "BATTERY ROOM #101" ( -500 SO. FT.); FOR STATIONARY STORAGE BATTERY SYSTEMS. • INDOOR "NES'TIBULE #102 -( -52 SO, EQ.- FOR CIRCULATION / ENTRY. • EXT TOR VESTIBULE („N50 SO. E " 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 (OMSC). E. 2010 OREGON ENERGY EFFICIENCY CODE (OEESC). F. 2008 OREGON PLUMBING SPECIALTY CODE (OPSC). G. 2008 OREGON ELECTRICAL SPECIALTY CODE (OESC). H. 2007 NFPA 10 — PORTABLE FIRE EXTINGUISHERS I. 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 A. MAXIMUM CODE COMPLIANCE SUMMARY ALLOWABLE AND ACTUAL BUILDING OVERALL AREA & EIH GHT: REQUIREMENTS PER 2010 OSSC TABLE 503 MAXIMUM ALLOWABLE ACTUAL HEIGHT: 55 FEET 14 FEET APPROX AREA: 15,500 SO. FT. 994 SQ. FT. APPROX. B. OCCUPANCY GROUP CLASSIFICATIONS: F -1, MODERATE HAZARD FACTORY INDUSTRIAL. FOR ENTIRE (N) BUILDING, PER OSSC SECTION 306.2. E.. PER OSSC SECTION 307.1. EXCEPTION 9, "BATTERY ROOM #101" WITH STATIONARY BATTERY SYSTEMS CONTAINING 250 GALS. OF 34X SULFURIC ACID (WATER — REACTIVE CLASS 1 AND CORROSIVE LIQUID) IS EXEMPTED FROM GROUP H -4 .00CUPANCY CLASSIFICATION. E. TYPE OF CONSTRUCTION: TYPE 118 NON- COMBUSTIBLE CONSTRUCTION. D. IUILDING ELELdWrgj;, EXCEPT FOR NORTH SIDE EXTERIOR WALL. NONE REQUIRED BASED ON TYPE LIB 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/XABLE..602 do SECTION 705. F. COMBUSTIBLE MATERIALS IN TYPE 118 CONSTRUCTION: LIMITED COMBUSTIBLE MATERIALS, INCLUDING NON — METALLIC DUCTS & COMBUSTIBLE PIPING, ARE ALLOWED IN TYPE 116 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 JOIN] SYSTEM (Al 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. I. OPENING PROTEC71VES: 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. "BA�RY ROOM #101 " REOUIR; 1. SEPARATION AS INCIDENTAL ACCESSORY OCCUPANCY, "BATTERY ROOM X101 " WITH STATIONARY BATTERY STORAGE SYSTEMS IS SEPARATED FROM THE ADJACENT 7UPS 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 do 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 IN GROUP F -1 OCCUPANCY BUILDING (OR FIRE AREA) OF LESS THAN 12,000 SO. FT. M. PORTABLE FIRE EXTINGUISHERS PROVIDED AS REQUIRED PER OSSC /OFC SECTION 906. N. "UPON 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 IT 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 HARD • 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 2 AND 3. 0. 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. • EXTE=RIOR (OPAQUE) SWING DOOR ASSEMBLIES SHALL BE INSULATED WITH U —VALUE OF 0.70 AS REQUIRED PER 2010 OEESC TABLE 502.2(1). RECOVERY AREA INTERNATIONALI& PAPER UPS & BATTERY ROOM iM0E1 Q1A1�10 CODE SUMMARY, CODE COMPLIANCE PLAN, T I I ROOF PLAN AND BUILDING ELEVATIONS Containerboard Manufacturing, Springfield, Oregon 3' DRAWN BY: S. SHAO 08/1 3 13 CHECKED BY: M. CHANG 11 13 13 FILE KRA- 7791_Ldw OQ� a ►` APPROVED BY: DRAWING NO. SHEET R SCALE: 1/8' = V -01 KRA -7791 1 1 of Z