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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/23/2015�„, - - -- 1-105 126 WGOE RIVER WATER® 00 INTAKE CHANNEL O! OCC OUTFALL & fd STORMWATER rasT Ase O DIVERSION �►® MONITORING POINT 24 0" POINT 23 R 1 • °"� w oA1`10):A 0•�w \ a COOLING PONDS TO MILL SEWER : SYSTEM �' p` ��. '" `, CHIP STACMARKERRECL18 \ i 13 LOG POND FILL .... � AREA SURGE :` a ° Q„ POND o �. °..,L7,_ ,.. c..aga ot5 1 •�. 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WASTE STORAGE) W (ION- � �n � � � USED OIL ®SPILL PREVENTION AND CLEAN-UP MATERIALS rmrrr_r___-___-_-___ . ® PROPERTY BOUNDARY SEDIMENTATION BASIN aW GROUND WATER MONITORING WELL • 1 Lt i t (y� t�' Y x WDIVERSION� .,I °" 3 I� STORM WATER POINT P C!L' MAIN STREET � 13 STORM WATER PUMPING STATION 70 08DECI I ACE ADDED STORM WATER DRAINAGE CONNECTION FROM NEAR PONT I TO Ta POND I'M ARCA DESIGNED: PROJECT ENGINEER: 11 120rC34 ACE REVISED LOCATION OF STORYWATER DIVERSION PT NEAR AVIVVY LOCATION 24 INTERNATIONAL PAPER FIGURE 12 18FES15 AGE FLOW DIRECTION "OO11`AWNSNEAR NORTH CORMOFO (U) SPRINGFIELD FACILITY STORM WATER SITE MAP 13 22JUN75 ACE REMb SIONIFtANT UMERIAL/ACMIDES PSS 16 & +2, ADDED 2ND PT /21, ADDED 7AYCUT FOR W SIZE PRD'CRD NS ORAV BY: APPROVED BY: 6 13MAR12 ACE UP -DATED RAIL ROAD, PAVED AREAS, SPIV. PREVENTION MAT LOC., LOAD/UNLOAD SITES. AMD LOCATION 25 & CW MONITORING WELLS, REV'D PM n SPRINGFIELD, OREGON AND SPCC MAP 7 22MAR12 ACE REND 42nd SC CUITAU AND MONITORING POINT 8 25FEE313 ACE STGR37 WATER DRNNACF tElwLlil( CORRECTIONS NEAR AC7IW TY PdNT 15 DWG FILE NAME: REVISION DATE: REV. 9 07JUL14 ACE STORMWA7ER 00N'VEYANCE RENAME, 42ND ST OUTTALL, STORMWATER DIVERSON POINTS, COMBINED STORMWATER do SPCC MAPS CHECKED BY: DATE: 10/26/98 OFFICE\2015\StormWaier 20 S 5__ 13.D WG 22JUN t 5 i 3 NO. DATE BY REVISION re, Springfield P.M ­2 Productivity Improvement Project - Sub 23 Expansion CONTAINERBOARD MANUFACTURING, SPRINGFIELD, OREGON 80142ND STREET, SPRINGFIELD, OR 97478 I DRAWING NO. REFERENCE REF DRAWING NO. NO. SITE PLAN REFERENCE CODE REQUIREMENTS: CHAPTER 1: ADMINISTRATION PROJECT NAME: Springfield PM2 Productivity Improvement Project ITEM F ACE I 19NOV15 INDEX & CODE UPDATES FROM FINALIZED JACOB'S DWGS SPRINGFIELD, OR 97478 17' LANE COUNTY MAP TAX LOT NUMBER: 17-02-29-001--02903 E ACE 18NOV15 AD'D DWG INDEX APPLICABLE CODES: 2614 OREGON STRUCTURAL SPECIALTY CODE, NO BASEMENT 2014 OREGON ELECTRICAL SPECIALTY CODE, STRUCTURAL D ACE 17NOV15 AD'D NOTES, AND DIMENS STRUCTURAL SUBSTATION 23 AREA PILE LOCATION PLAN PMS -1561-D C ACE 13NOV15 GENERAL REVISIONS STRUCTURAL SUBSTATION 23 AREA ROOF FRAMING PLAN PMS -1563-D B ACE 02NOV15 REPLACED BACKGROUND IMAGE STRUCTURAL SUBSTATION 23 AREA MASONRY WALL ELEVATIONS & SECTIONS PMS A ACE 02NOV15 NEW DRAWING (ITH) REF NO. N0. BY DATE REVISIONS NO BY DATE REVISIONS CODE REQUIREMENTS: CHAPTER 1: ADMINISTRATION PROJECT NAME: Springfield PM2 Productivity Improvement Project ITEM Sub 23 Expansion PROJECT ADDRESS: 801 42ND STREET BUILDING HEIGHT: 55'-0' SPRINGFIELD, OR 97478 17' LANE COUNTY MAP TAX LOT NUMBER: 17-02-29-001--02903 CODE JURISDICTION: CITY OF SPRINGFIELD ZONING: HEAVY INDUSTRIAL APPLICABLE CODES: 2614 OREGON STRUCTURAL SPECIALTY CODE, NO BASEMENT 2014 OREGON ELECTRICAL SPECIALTY CODE, STRUCTURAL 2014 OREGON FIRE CODE CHAPTER 2: USE AND OCCUPANCY CLASSIFICATION DESCRIPTION OF USE: PROCESS CONTROL AND ELECTRICAL EQUIPMENT. OCCUPANCY CLASS: F-1 CHAPTERS 5 AND 6: CONSTRUCTION TYPE: BUILDING HEIGHTS AND I.1102w ELEMENT MATERIALS RESISTANCE RATING* STRUCTURAL FRAME: NONCOMBUSTIBLE 1 HR INTERIOR BEARING WALLS NONCOMBUSTIBLE 1 HR EXTERIOR BEARING WALLS NONCOMBUSTIBLE 1 HR NONBEARING WALLS NONCOMBUSTIBLE 1 HR FLOOR NONCOMBUSTI BLE 1 HR ROOF NONCOMBUSTIBLE 1 HR CONSTRUCTION TYPE: IIB ;�L�;��.9"[.'����►1�.��11►)a�i��N�>�:1�=1st1:(;��(;�:���L�lI.3�lll� CHAPTER 10: MEANS OF EGRESS FLOOR AREA ALLOWANCE, TABLE 1004.1.2: 300 GROSS CURRENT OCCUPANT LOAD: 4 OCCUPANT LOAD, WITH ADDITION: 8 EXITS REQUIRED, TABLE 1021.2(2): 1 EXITS PROVIDED: 2 REQUIRED EXIT WIDTH, SECTION 1005 (OCC. LOAD*0.2" OR 32"MIN) 32" EXIT WIDTH PROVIDED: 124" REQUIRED EXIT ACCESS TRAVEL DISTANCE, TABLE 1016.2: 200' MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 75' CHAPTER 29: PLUMBING SYSTEMS PER CHAPTER 29 OF THE OSSC, SECTION .2962.3.2, NEW FACILITIES NOT REQUIRED PER EXCEPTIONS 1 AND 2 IF FACILITIES ARE PROVIDED IN ADJACENT BUILDINGS. OSSC CHAPTER 28 AND OMSC CHAPTER 4 MECHANICAL SYSTEMS WILL BE SUBMITTED AS A DEFERRED SUBMITTAL. AREA OF FOCUS OF LARGER MAP INTERNATIONAL(INTERNATIONAL(& PAPI 801 42nd St. Springfield, OR 97478 DRAWING INDEX TABLE 593 PML -1335-D ITEM ALLOWED CURRENT PROPOSED BUILDING HEIGHT: 55'-0' 17' 17' STORIES: 2 1 1 AREA: 15,500 SQFT 1,200 SQFT 2,164 SQFT PMS -1505-D NO BASEMENT STRUCTURAL CHAPTERS 7 AND 9: FIRE AND SMOKE PROTECTION SYSTEMS ;�L�;��.9"[.'����►1�.��11►)a�i��N�>�:1�=1st1:(;��(;�:���L�lI.3�lll� CHAPTER 10: MEANS OF EGRESS FLOOR AREA ALLOWANCE, TABLE 1004.1.2: 300 GROSS CURRENT OCCUPANT LOAD: 4 OCCUPANT LOAD, WITH ADDITION: 8 EXITS REQUIRED, TABLE 1021.2(2): 1 EXITS PROVIDED: 2 REQUIRED EXIT WIDTH, SECTION 1005 (OCC. LOAD*0.2" OR 32"MIN) 32" EXIT WIDTH PROVIDED: 124" REQUIRED EXIT ACCESS TRAVEL DISTANCE, TABLE 1016.2: 200' MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 75' CHAPTER 29: PLUMBING SYSTEMS PER CHAPTER 29 OF THE OSSC, SECTION .2962.3.2, NEW FACILITIES NOT REQUIRED PER EXCEPTIONS 1 AND 2 IF FACILITIES ARE PROVIDED IN ADJACENT BUILDINGS. OSSC CHAPTER 28 AND OMSC CHAPTER 4 MECHANICAL SYSTEMS WILL BE SUBMITTED AS A DEFERRED SUBMITTAL. AREA OF FOCUS OF LARGER MAP INTERNATIONAL(INTERNATIONAL(& PAPI 801 42nd St. Springfield, OR 97478 DRAWING INDEX PML -1335-D SITE PLAN AND SITE ASSESSMENT FIGURE 2 STORM WATER SITE MAP AND SPCC MAP PMS -1500-D STRUCTURAL GENERAL NOTES PMS- 1501-D STRUCTURAL GENERAL NOTES & ABBREVIATIONS PMS -1505-D STRUCTURAL TYPICAL GUARDRAIL & STAIR DETAILS PMS -1560-D STRUCTURAL SUBSTATION 23 AREA PILE LOCATION PLAN PMS -1561-D STRUCTURAL SUBSTATION 23 AREA CONCRETE FOUNDATION & SLAB PLAN PMS -1562-D STRUCTURAL SUBSTATION 23 AREA ROOF FRAMING PLAN PMS -1563-D STRUCTURAL SUBSTATION 23 AREA CANOPY FRAMING PLAN PMS -1564-D STRUCTURAL SUBSTATION 23 AREA MASONRY WALL ELEVATIONS & SECTIONS PMS -1576-D STRUCTURAL SUBSTATION 23 AREA CONCRETE ROOF PLAN, SECTIONS & DETAILS PMS -1577-D STRUCTURAL CONCRETE SECTIONS & DETAILS PMS -1578-D STRUCTURAL CONCRETE SECTIONS & DETAILS PMS- 1581-D STRUCTURAL STEEL TYPICAL SECTIONS & DETAILS PMS -1592-D STRUCTURAL STEEL ELEVATIONS SECTIONS & DETAILS PMS -1593-D STRUCTURAL STEEL SECTIONS & DETAILS PMS -1594-D STRUCTURAL STEEL SECTIONS & DETAILS PMS -1595-D STRUCTURAL CODE COMPLIANCE NOTES, PLANS AND GENERAL NOTES PMS -1596-D STRUCTURAL SECTIONS AND DETAILS PME-1525-D ELECTRICAL GENERAL ARRANGEMENT SUB 23 GROUND FLOOR PME-1546-D ELECTRICAL GENERAL ARRANGEMENT SUB 23 OPERATING FLOOR LEVEL PME-1572-D ELECTRICAL GROUNDING PLAN SUB 23 GROUND FLOOR PME-1575-D ELECTRICAL GROUNDING PLAN SUB 23 H.P. TOC EL. 107'-27 PME-1586-D ELECTRICAL GROUNDING DETAILS NOTES: ASSESSMENT OF EXISTING CONDITIONS 1. THE PROJECT IS LOCATED WITHIN THE CITY OF SPRINGFIELD. 2. THE PROPERTY IS ZONED HEAVY INDUSTRIAL (HI); ALL PROPERTIES WITHIN 100 FEET OF THE PROJECT AREA ARE ZONED HI. 3. THE PROJECT LOCATION IS MORE THAN 150 FEET FROM THE NEAREST WATER QUALITY LIMITED WATERCOURSE. 4. THE PROJECT LOCATION IS LOCATED IN ZONE X OF THE FIRM MAP 41039C1162F, EFFECTIVE JUNE 2, 1999 AND IS IN A LOW TO MODERATE RISK AREA OUTSIDE OF THE 500 -YEAR FLOODPLAI N. 5. THE SITE LIES BETWEEN THE 2 AND 5 YEAR TIME OF TRAVEL ZONE AND IS APPROXIMATELY 200 FEET FROM EACH. SEE SHEET 2. 6. NO TREES ARE LOCATED IN THE AREA OF THIS PROJECT. 7. THE SOIL TYPES ON THIS SITE ARE COBURG-URBAN LAND COMPLEX SILTY CLAY LOAM AND SALEM -URBAN LAND COMPLEX GRAVELY SILT LOAM. THE EROSION POTENTIAL FOR BOTH SOIL TYPES IS "SLIGHT." SITE PLAN NOTES 1. NO ADDITIONAL PARKING WILL BE ADDED, OR IS REQUIRED FOR THIS PROJECT. 2. THE PROJECT AREA IS CURRENTLY 100 PERCENT IMPERVIOUS AND NO ADDITIONAL IMPERVIOUS AREA WILL BE ADDED. 3. NO PUBLIC STREETS OR ALLEYS ABUT THE PROJECT. 4. NO TRANSIT FACILITIES ARE LOCATED WITHIN THE PROJECT BOUNDARY. 5. NO PROPERTY WILL BE CONVEYED, DEDICATED, OR RESERVED FOR COMMON SPACE, RECREATIONAL AREAS, OR OTHER PUBLIC USES. THERE ARE NO SUBSEQUENT PHASES TO THIS PROJECT. IMPROVEMENT AND PUBLIC UTILITIES PLAN NOTES 1. THERE ARE NO EXISTING OR PROPOSED EASEMENTS WITHIN THE PROJECT AREA. 2. NO NEW LIGHTING IS PROPOSED AS PART OF THIS PROJECT. GRADING PAVING AND STORM WATER MANAGEMENT PLAN NOTES 1. ALL DRAINAGE IN THE AREA OF THIS PROJECT GOES TO TREATMENT. SEE FIGURE 2, STORM WATER SITE MAP AND SPCC MAP, INCLUDED WITH THIS SUBMITTAL, FOR AREA DRAINAGE. LANDSCAPE PLAN NOTES 1. NO LANDSCAPING EXISTS IN THE PROJECT AREA, OR IS PROPOSED. ARCHITECTURAL PLANS 1. SEE THE STRUCTURAL DRAWINGS INCLUDED WITH THIS SUBMITTAL FORADDITIONAL BUILDING DETAILS. ADDITIONAL NOTES 1. NO UNSTABLE SOILS ARE PRESENT IN THE PROJECT AREA. 2. THE SITE IS LOCATED WITHIN THE DRINKING WATER PROTECTION OVERLAY DISTRICT. NO HAZARDOUS MATERIALS ARE PRESENT AND A DWP EXEMPTION HAS BEEN REQUESTED. 3. NO TREES WILL BE REMOVED AS PART OF THIS PROJECT. 4. NO JURISDICTIONAL WETLANDS WILL BE IMPACTED BY THIS PROJECT. 5. NO FEDERAL OR STATE PERMITS ARE REQUIRED FOR THIS PROJECT. 6. A LAND AND DRAINAGE ALTERATION PERMIT IS NOT REQUIRED FOR THIS PROJECT. 7. NO DISCRETIONARY USE OR VARIANCES ARE REQUESTED. PROFESS ANG 1 N EF`Q 16291 1112 po�cC OREGON 9a J 1 P0 - EXPIRES:: 12/31/2016 �N= Containerboard Manufacturing, Springfield, Oregon DRAWN BY: ACE(EEI) CHECKED BY: APPROVED BY: crAi U. ninmr 02NOV15 U909 �s- aX40 5tvitl VtU� ¢eviei ItnFCync� m�" Pa-pCr- of a5 Original �ubm;R,�; #2 PAPER MACHINE BUILDING SUB 23 EXPANSION PROJECT LOCATI❑N PLAN FILE: \PML\1335-F-1 DRAWING NO. DATE PML -1335-D SHEETREV 1 of 2 F Time of Travel Zones ' 1 -year TOT y J 2 years 5 years 10 years 20 years i Zone of Concentration (99 -yr TOT) 5-99 combined ZOC 10-99 combined ZOC 20-99 combined ZOC Fl�t LN "pws14q sties P �� view BOUNDARY #2 PAPER MACHINE BUILDING INTERNATIONAL® PAPE R SUB 23 EXPANSION Con6inc, Bond OnnnG¢Inrin�, =pnnrr"Id, O,vyon TIME OF TRAVEL ZONES OVERVIEW DIAGRAM REF REF REV REV APPROVED BY: �— ORAwING NO. SHEE DRAWING N0. REFERENCE NO DRAWING N0. REFERENCE N0. NO. BY DATE REVISIONS NO BY DATE REVISIONS SCALE: NTS DATE PML -1335-D Z OF STRUCTURAL NOTES INTERNATIONAL PAPER STANDARD SPECIFICATIONS C. NUMBER TITLE 1 5151 CONCRETE BLOCK MASONRY 2. 6301 READY -MIX CONCRETE 3. 6303 MANUFACTURED GROUT 4. 6310 CONCRETE WORK 5. 6401 STRUCTURAL STEEL FABRICATION, 6. 6402 STRUCTURAL STEEL ERECTION 7. 9000 GENERAL PAINT OVERVIEW 8. 9014 ZINC PRIMER EPDXY INTERMEDIATE COAT EPDXY TOP COAT 4. 9. 9018 MAINTENANCE PAINTING, RECOATING OLD WORK, AND FIELD TOUCHUP OF NEW WORK 10. 9023 HOT DIPPED GALVANIZING 5. GENERAL DIA. EMBEDMENT 1. THE GOVERNING CODE IS THE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC). 2. RISK CATEGORY 11 A. IMPORTANCE FACTORS, I 1/2" 3-1/4" C. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL, UNLESS NOTED SNOW.0 REPRESENTATIVE PRIOR TO INSTALLATION OF NEW EQUIPMENT AND SUPPORT STRUCTURES. nTHFRWI.RF- 3/4" 4-3/41' SEISMIC - LFRS & NBS .0 t "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS�I. 8. THIS STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST WIN D AND LATERAL SEISMIC -COMPONENTS 1.0 AVERAGE OF 100 PERCENT OF THE DESIGNATED MINIMUM CYLINDER STRENGTH. 3. NEW CONSTRUCTION HAS BEEN DESIGNED FOR THE FOLLOWING LOADS, UNLESS NOTED OTHERWISE: DECK AT SHALL CONFORM TO ASTM 653 SS GRADE 50 OR HSLAS GRADE 55 AND SHALL BE G6 0 A. DEAD LOADS: 11. CAMBER SLABSANDBEAMS UNIFORMLY FOR A RATIO OFTHE CLEAR SPAN, DIVIDED BY 480 U480 AT i. WEIGHT OF BUILDING MATERIALS CONTAMINANTS. ii. COLLATERAL, 5 PSF OR AS NOTED ON DRAWINGS CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY FOR THE STABILITY OF THE iii. EQUIPMENT, AS NOTED ON DRAWINGS C. PLACE TWO NO. 5 CONTINUOUS AT BOTTOM, TOP, AND AT DISCONTINUOUS ENDS OF 10. ' ROUGHEN AND CLEAN CONSTRUCTION JOINTS BETWEEN CONCRETE AND MASONRY -TO AN D. FOUNDATIONS AND WALLS. PLACE 2'-0".X 2'-0" BENT BARS, EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING, AT AMPLITUDE OF 1/8 INCH. 1.1. PROPERLY STORE MASONRY MATERIALS TO PREVENT CONTAMINATION AND DETERIORATION. CONC. EXPOSED TO EARTH OR WEATHER CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS. POST -INSTALLED ANCHORS IN CONCRETE AND MASONRY: E. PLACE NO. 4 BENT DOWELS 2'-0" X 2* -0" AT 24" OG FOR EXTERIOR WALL TO SLAB CONNECTION., 1. POST -INSTALLED ANCHORS SHALL BE ACCOMPLISHED WITH AN ICC -ES APPROVED ANCHORING F. PLACE TWO NO. 5 ' X OPENING WIDTH, PLUS 4!-0" TOP AND BOTTOM; TWO NO. 5 X OPENING SYSTEM. DRILL HOLES BY ROTARY-PRECUSSIVE METHODS ONLY. DO NOT CUT OR DAMAGE EXISTING 1-1/2" HEIGHT, PLUS 4'-0" EACH SIDE; PLUS TWO NO. 5 X 4!-0" DIAGONAL BARS AT EACH CORNER OF REINFORCING STEEL DURING DRILLING AND INSTALLATION OF ANCHORS. INSTALLATION SHALL BE IN G. OPENINGS. PLACE TWO NO. 5 X OPENING DIMENSIONS, PLUS.4'-0" EACH SIDE OF OkNINGS AND TWO NO.' 5 X STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THE APPLICABLE [CC -ES DER SAMPLING AND TESTING: CONFORM TO ASTM SPECIFICATIONS, ACCEPTANCE 5. CONCRETE CYLINDER 4'-0" DIAGONAL BARS AT EACH CORNER OF SLAB OPENINGS GREATER THAN V-15" IN DIMENSION. REPORT. 2., EXPANSION ANCHORS IN CONCRETE: ICC -ES APPROVED STAINLESS STEEL, AISI 304 OR TORQUE DETAIL, FABRICATE, AND PLACE, REINFORCING STEEL IN ACCORDANCE WITH ACI DETAILING MANUAL .316, CONTROLLED, MECHANICAL EXPANSION ANCHORS. ACCEPTABLE ANCHORS ARE HILTI KWIK BOLT -TZ 315. MBG532). (ICC ESR -1917) AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC. ACCURATELY AND SECURELY PLACE REINFORCING STEEL. A. EFFECTIVE ANCHOR EMBEDMENT, UNLESS NOTED OTHERWISE A. DO NOT BEND OR DISPLACE REINFORCING FOR THE CONVENIENCE OF OTHER TRADES, UNLESS DIA. EMBEDMENT B. APPROVED BY THE ENGINEER OF RECORD. 3/8" 21' B. SPLAY REINFORCING STEEL,AROUND OPENINGS WITH 1" IN 10" SPLAY, UNLESS NOTED ADJACENT AREAS, UNLESS OTHERWISE NOTED. OTHERWISE. 1/2" 3-1/4" C. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL, UNLESS NOTED 5/8-1 4!$ REPRESENTATIVE PRIOR TO INSTALLATION OF NEW EQUIPMENT AND SUPPORT STRUCTURES. nTHFRWI.RF- 3/4" 4-3/41' B. LIVE LOADS: I moc, NOTED OTHERWISE DESCRIPTION SIZE/LOCATION COVER CONC, CAST AGAINST EARTH ALL 39 CONC. EXPOSED TO EARTH OR WEATHER #6 OR LARGER 211 #5 OR SMALLER 1-1/2" CONC. NOT EXPOSED TO EARTH OR WEATHER SLAB, WALL, JOIST 3/4!' BEAMS & COLUMNS 1-1/2" B. LIVE LOADS: I moc, NOTED OTHERWISE DESCRIPTION UNIFORM, PSF CONCENTRATED, LBS PLATFORMS 100 1000 ELECTRICAL CENTERS & RACK ROOMS_ 150 - CONTROL ROOMS 150 12), STAIRS 100 300 LADDERS - 300 @ 10, OC ROOF 20 REDUCIBLE 300 U. REINFORCING LAP' SPLICES. AGI 318, CLASS 0, UKi1�- E. REINFORCEMENT BARS: DO NOT TACK WELD, WELD, HEAT, OR CUT, UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE ENGINEER OF RECORD. 6. REINFORCEMENT COUPLERS: LENTON (THREADED TYPE) OR BAR -LOCK (MECHANICAL TYPE) BY 5. 3. THREADED ADHESIVE ANCHORS IN CONCRETE: ICC -ES APPROVED, CONSISTING OF ALL -THREAD ANCHOR ROD, NUT WASHER, AND ADHESIVE SYSTEM. ANCHOR RODS SHALL BE STAINLESS STEEL, ASTM F593 CW1 (EQUIVALENT TO AISI TYPE 316), UNLESS NOTED OTHERWISE. ACCEPTABLE ADHESIVE SYSTEM IS THE HILTI HIT-HY 200 ADHESIVE SYSTEM (ESR -3187) AS MANUFACTURED BY THE HILTI FASTENING SYSTEMS, INC., OR APPROVED EQUAL, 6. A. EFFECTIVE ANCHOR EMBEDMENT, UNLESS NOTED OTHERWISE 7. DIA. EMBEDMENT_ 3/81f 4-1/2" 1/2" 611 5/8" 7-1/2" 3/4" 8-1/2" v 12), C. COMPLETE JOINT PENERATION GROOVE WELDS: I. REMOVE RUN-OFF TABS AFTER WELDIS COMPLETE. ii. REMOVE BACKING BARS WHERE REQUIRED BY DETAIL. iii. FILLER METAL SHALL HAVE A SPECIFIED CHARPY V -NOTCH TOUGHNESS OF 20 FT -LB AT +40°F. HIGH STRENGTH BOLTS, MATERIAL, AND INSTALLATION: CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS ISSUED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. A. HIGH STRENGTH BOLTS (HSB): ASTM A325 TYPE 1, UNLESS NOTED OTHERWISE. i. INSTALLED TO A SNUG -TIGHTENED CONDITION IN STANDARD HOLES WITH THREADS NOT EXCLUDED FROM SHEAR PLANES UNLESS NOTED OTHERWISE. ii. PRETENSIONED JOINTS, WHERE INDICATED ON DRAWINGS, SHALL HAVE ALL BOLTS INSTALLED WITH THE MINIMUM PRETENSION SPECIFIED IN THE REFERENCED STANDARD. iii. SLIP -CRITICAL CONNECTIONS, WHERE INDICATED ON DRAWINGS, SHALL HAVE CLASS A FAYING SURFACE WITH SLIP CHECKED AT FACTORED -LOAD LEVEL. B. HIGH STRENGTH BOLTS FOR STRUCTURALSTEEL WITHIN IMMEDIATE AREA OF THE PAPER MACHINE, AS SPECIFIED ON THE CONSTRUCTION DOCUMENTS, SHALL BE STAINLESS STEEL CONFORMING TO ASTM A593, STAINLESS ALLOY GROUP 2 (316,316L). C. ALTERNATIVE -DESIGN FASTENERS: MAYBE USED ONLY WHEN APPROVED BY THE ENGINEER OF RECORD. i. THE FASTENER MANUFACTURER SHALL SUBMIT PRODUCT INFORMATION AND INSTALLATION AND INSPECTION INSTRUCTIONS. MACHINE BOLTS (MB): ASTM A307, GRADE A. ANCHOR RODS (AR): ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE; PROVIDE WITH PLATE WASHERS AND ASTM A563 GRADE A HEAVY HEX NUTS. A. ANCHOR ROD INSTALLATION TOLERANCES SHALL CONFORM TO THE AISC CODE OF STANDARD PRACTICE, lUt, UNLttiS NOTED tU U I HtKVV1bt. B. WHERE INDICATED AS HDG: RODS AND NUTS SHALL BE GALVANIZED BY THE SAME PROCESS AND SHIPPED PRE -ASSEMBLED, 8. BOLT HEADS OR NUTS BEARING ON SLOPING FLANGES: INSTALL WITH BEVELED WASHERS. DAYTON SUPERIOR CORP, OR APPROVED; CAPABLE OF DEVELOPING 125 PERCENT OF THE SPECIFIED 4. REINFORCING BAR ADHESIVE ANCHORS IN CONCRETE: DEFORMED STEEL. REINFORCING BARS, 0 ERECTION AlnO SUCH AS Dr%['rO CLIPS, SHIMS, 0, Om 1 0 r% ANY OTHERS n McnC, nr- Uir-MIJ TO FACILITATE THE YIELD STRENGTH OF THE REINFORCEMENT. A615/A706. ACCEPTABLE ADHESIVE SYSTEM IS THE HILTI HIT -RE 500 -SD ADHESIVE SYSTEM (ESR -2322) CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE. ERECTION AS MANUFACTURED BY THE HILTI FASTENING SYSTEMS, INC., 08 APPROVED EQUAL. AIDS SHALL BE REMOVED AND DAMAGED SURFACES REPAIRED WITH PROTECTIVE COATINGS CAST -IN-PLACE CONCRETE TOUCHED UP IN THE FIELD AFTER STEEL ERECTION. A. EFFECTIVE ANCHOR EMBEDMENT, UNLESS NOTED OTHERWISE1. CONCRETE MATER#ALS 10 MDAt%WG SHALL HAVE A KAW1 "KA OF-nAl 0^1'r WHERE EQUIPMENT CONFIGURATION EXCLUDES APPLICATION OF LIVE LOADING, THE A. CEMENT: ASTC1501YFIE1111 LARGER OF THE EQUIPMENT WEIGHT OR THE INDICATED UNIFORM LIVE LOAD WILL BE B. COARSE AND FINE AGGREGATES: ASTM C33 APPLIED. COARSE AGGREGATES: SIZE SHALL NOT BE LARGER THAN 115 OF NARROWEST DIMENSION C. SNOW LOADS: BETWEEN FORMS, 3/4 OF MINIMUM CLEAR SPACING BETWEEN REINFORCING BARS AND i. GROUND SNOW LOAD, Pg = 11 PSF FORM FACE, AND NOT LARGER THAN I - 1/2' UNLESS NOTED OTHERWISE. COARSE ii. FLAT ROOF SNOW LOAD, Pf = 25 PSF (HEATED, UNHEATED) AGGREGATE FOR SLABS ON GRADE CONCRETE FILL OVER METAL DECK, CURBS, AND 0 n .1 EQUIPMENT HOUSEKEEPING PADS GRADE, NOT EXCEED 3/4!'. SIZE EMBEDMENT #3 3 1t #4 4" #5 7-1/2" #6 15" #7 17-1/211 #8 20" CONNECTIONS,MULI CROSS BRACING AT INTERSECTIONS WITH TWO BOLT MINIMUM FOR WT AND ONE BOLT FOR ANGLES. PROVIDE FILLER PLATE BETWEEN CROSS BRACES, AS REQUIRED. 11. REPAIR DAMAGE TO SHOP COATINGS BY FIELD WELDS, FLAME CUTTING, OR HANDLING IN ACCORDANCE WITH THE SPECIFICATIONS, OR AS NOTED IN THE PROJECT DOCUMENTS. 12. HAND RAIL/ GUARD RAIL: PIPE 11/2 STD, UNLESS NOTED ' OTHERWISE, FINISHED SMOOTH AND NEAT. 13. STEEL LADDERS AND STAIRS: CONSTRUCTED OF MEMBERS OF THE SIZES SHOWN; WELDED CONSTRUCTION, FINISHED SMOOTH AND NEAT. PROVIDE ANCHOR CLIPS AND ACCESSORIES AS SNOWM. ONEXPOSURE FACTOR, , e = V iv. THERMAL FACTOR, Ct =1.0 (HEATED), Ct = 1.2 (UNHEATED) ii., FINE AGGREGATES: SHARP, NATURAL AND WASHED SAND. 5. EXPANSION ANCHORS IN MASONRY: ICC -ES APPROVED STAINLESS STEEL, AISI TYPE 304 OR 316, REQUIRED FOR COMPLETE INSTALLATION, D. SEISMIC DESIGN DATA: C. WATER: POTABLE TORQUE CONTROLLED, MECHANICAL EXPANSION ANCHORS. ACCEPTABLE ANCHORS ARE HILTI KWIK 14. FABRICATE EMBEDDED STEEL FROM MATERIAL CONFORMING WITH ASTM A36, UNLESS NOTED i. LATITUDE, LONGITUDE= 44.059-N, 122.959M D. POZZOLANS: ASTM C618 BOLT 3 (ICC ESR -1385) AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC., OR APPROVED EQUAL. OTHERWISE. -EMBED PLATE INSTALLATION TOLERANCES SHALL CONFORM TO THE AISC CODE OF ii. SPECTRAL RESPONSE ACCELERATION PARAMETERS E. ADMIXTURES A. EFFECTIVE ANCHOR EMBEDMENT, UNLESS NOTED OTHERWISE STANDARD PRACTICE. MAPPED DESIGN. Ss 0.721 SDS 0.534 S, 0.379 SDI 0.359 i. AIR ENTRAINMENT: ASTM C260 STEEL DIA. EMBEDMENT 15. I-LAII OF HOT ROLLED SHAPES AND PLATES THICKER THAN 2 INCHES SHALL COMPLY WITH THE ii. CHEMICAL: ASTM C494, C1017 3/8" 2=1/2" AISC MANUAL OF STEEL CONSTRUCTION, PART 16, SECTIONS A3.1 C, A3.1 D, J1.5, J1.6, J2.6, AND M2.2 2. MIX AND DELIVER CONCRETE IN ACCORDANCE WITH ASTM C94. 1/2" 3-1/2" FOR MATERIAL, CUTTING, AND WELDING. FOR SHAPES REQUIRING SPLICES USING COMPLETE JOINT ^hAmor-001111C CYLINDER 11 1 Aft OUAI BE PENETRATION WELDS THE iii. SITE CLASS = C 3. ALL CONCRETE OrIMLLLJr-Vr-LVf-/AIVIIIMIIVIU 40UMT LMDVn11%1Wn"%-0Ur1v-U%a STRENGTH OF 4000 PSI, UNLESS NOTED OTHERWISE. 510 34' 1 4-3/811 S L- QUF-F-L-#C-UWITH %-or-1MMr-T V-114VIkorl TESTING!N ACCORDANCE WITH ASTM A6, SUPPLEMENTARY REQUIREMENT S5. THE IMPACT TEST SHALL MEET A iv. SEISMIC DESIGN CATEGORY = D E. WIND DESIGN DATA: 4. CONCRETE EXPO I SED TO THE ELEMENTS: AIR CONTENT.SHALL BE IN ACCORDANCE WITH ACI 318Z!h 6. THREADED ADHESIVE ANCHORS IN MASONRY: ICC -ES APPROVED, CONSISTING OF ALL -THREAD MINIMUM AVERAGE VALUE OF 20 FT -L13 ABSORBEDENERGY AT +70°F. i. ULTIMATE DESIGN WIND SPEED, V,it= 120 MPH (3 -SECOND GUST) TABLE 4.4.1. FOR FREEZING AND THAWING EXPOSURE CLASS F1. CONCRETE EXPOSED TO THE ANCHOR ROD, NUT WASHER, AND ADHESIVE SYSTEM. ANCHOR RODS SHALL BE STAINLESS STEEL, 16. PLATES SHALL BE BENT TRANSVERSE TO THE DIRECTION OF FINAL ROLLING. ii. WIND EXPOSURE CATEGORY = C ELEMENTS SHALL DEVELOP A MINIMUM 28 DAY LABORATORY -CURED COMPRESSIVE CYLINDER ASTM F593 CW1 (EQUIVALENT TO AISI TYPE 316), UNLESS NOTED OTHERWISE. ACCEPTABLE ADHESIVE 17. STEEL GRATING, W-19-4 (11/4 X 3/16), UNLESS NOTED OTHERWISE. MATERIAL, FABRICATION, QUALITY iii. INTERNAL PRESSURE COEFFICIENT, GCPi = +/-0.18 (ENCLOSED BUILDINGS) STRENGTH OF 4500 PSI. SYSTEM IS THE HILTI HY 70 MAX ADHESIVE SYSTEM (ESR -2682) AS MANUFACTURED BY THE HILTI ASSURANCE, AND INSTALLATION SHALL COMPLY WITH THE APPLICABLE PROVISIONS AND 4. UNLESS NOTED OTHERWISE, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL BE THOSE DER SAMPLING AND TESTING: CONFORM TO ASTM SPECIFICATIONS, ACCEPTANCE 5. CONCRETE CYLINDER FASTENING SYSTEMS, INC., OR APPROVED EQUAL. RECOMMENDATIONS TO THE N.A.A.M.M. METAL BAR GRATING MANUALS (ANSI/NAAMM MBG531 AND CONFORMINGTnTW1=\1l=QQlnK1 I=Ti4r-APPlir.ARli=-qPi=rll=lr.ATI N1 Prnnr-hAr).01TAl=Pl=mT1V OF CONCRETE SHALL BE GOVERNED BY THE PROVISIONS OF ACI 318 "BUILDING CODE REQUIREMENTS A. EFFECTIVE ANCHOR EMBEDMENT, UNLESS NOTED OTHERWISE MBG532). ADOPTED BY THE PERMITTING AUTHORITY. THESE STRUCTURAL NOTES ARE TO BE USED AS A FOR STRUCTURAL CONCRETE". SUBMIT MIX DESIGNS, WITH COMPLETE STATISTICAL BACKUP, FOR SUPPLEMENT TO THE SPECIFICATIONS. REVIEW. 5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS. REFER DISCREPENCIES BETWEEN OBSERVED 6. SAMPLES FOR STRENGTH TESTS SHALL BE TAKEN IN ACCORDANCE WITH ACI 318 5.6. TAKE AN CONDITIONS AND THE CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE FOR ADDITIONAL SAMPLE AND CURE UNDER FIELD CONDITIONS BEFORE TESTING DURING COLD WEATHER CLARIFICATION PRIOR TO PROCEEDING WITH WORK IN THE AFFECTED AREA. CONCRETING. DIA. EMBEDMENT 3/811 3-3/8" 1/211 4-1/2" 5/811 5-5/8" 3/41? 6-3/4" A. FOR EXTERIOR APPLICATIONS, USE SERRATED GRATING AND TREAD. B. GRATING FOR TRENCHES SHALL HAVE TRENCH BANDING AT SUPPORTS. C. GRATING PROTECTIVE COATING SYSTEM: AS NOTED IN DRAWINGS AND CONTRACT DOCUMENTS. D. GRATING CONNECTION: FASTENED TO STEEL USING GRATING MANUFACTURER'S STAINLESS STEEL HOLD DOWN CLIPS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 6. 1 - WORK AREAS MAY CONTAIN LEAD PAINT, ASBESTOS, AND/OR HAZARDOUS MATERIALS. CONTRACTOR /. WORK, SPECIFICATIONS CONTAINED IN THE ACI 301 "'SPECIFICATIONS FOR STRUCTURAL CONCRETE". F, = 50 KSI ASTM A992 Ht-LAltNUz:ilN F. PROVIDE OPENINGS IN GRATING AS REQUIRED AT PENETRATIONS. OPENINGS TO BE 1 " LARGER Fy = 36 KSI SHALL COORDINATE WITH OWNER'S REPRESENTATIVE THE REQUIRED INVESTIGATION, IDENTIFICATION, AND MITIGATION PROCEDURES FOR LEAD PAINT, ASBESTOS, AND/OR HAZARDOUS 8. CONCRETE FINISHING NON -SHRINK GROUT 1. CEMENTITIOUS GROUT: STRUCTURAL PIPE ALL AROUND THAN THE REQUIRED PENETRATION, UNLESS NOTED OTHERWISE. BAND GRATING . ASTM A53 GRADE B TYPE E OR S MATERIALS PRIOR TO PERFORMING WORK. NA A. INTERIOR SLAB -ON -GRADE AND ELEVATED FLOOR SLABS: STEEL TROWELED FINISH A. NON -SHRINK GROUT CONFORMING TO ASTM C1 107. GROUT SHALL HAVE A MINIMUM SPECIFIED AWS 01.1 TYPE A EDGES AT ALL OPENINGS THROUGH GRATING. 7. CONTRACTOR TO FIELD VERIFY ON-SITE CONDITIONS INCLUDING BUT NOT LIMITED TO OVERHEAD AND 3. REINFORCING (MINIMUM, UNLESS NOTED OTHERWISE ON PLANS): B. EXTERIOR CONCRETE AND CONCRETE EXPOSED TO THE ELEMENTS: LIGHT BROOM FINISH SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 OR A153. COMPRESSIVE STRENGTH AT 7 DAYS OF 5,000 PSI. A. REINFORCING FOR WALLS: GREATER INEITHER DIRECTION EXTEND H RIZONTAL REINFORCING EACH WAY 24- BEYOND A, WELDING I CONFORM TO AWS DI 1: STRUCTURAL WELDING CODE - STEEL. ADJACENT OBSTRUCTIONS, ADJACENT EQUIPMENT, OVERHEAD UTILITIES AND SUPPORT 9. AT AREAS OF DEPRESSIONS FOR SLABS AND BEAMS, PROVIDE MINIMUM THICKNESS OFDEPTH AS B. ROUGHEN CONCRETE SUBSTRATE TO EXPOSED AGGREGATE WITH A BUSH HAMMER TO A METAL ROOF AND FLOOR DECKING STRUCTURES PRIOR TO COMMENCING WORK. COORDINATE ALL ACTIVITIES WITH OWNERS...:,FOR ADJACENT AREAS, UNLESS OTHERWISE NOTED. MINIMUM 1/4" AMPLITUDE, WASH CLEAN, AND SATURATE WITH WATER FOR 24 HOURS PRIOR TO 1. METAL DECKING: CONFORM TO THE PROVISIONS OF THE AMERICAN IRON AND STEEL INSTITUTE'S REPRESENTATIVE PRIOR TO INSTALLATION OF NEW EQUIPMENT AND SUPPORT STRUCTURES. 10. SHORE SELF-SUPPORTING SLABS AND BEAMS UNTIL JOB -CURED CYLINDERS INDICATE A MINIMUM GROUT PLACEMENT. REMOVE STANDING WATER PRIOR TO GROUT PLACEMENT. "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS�I. 8. THIS STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST WIN D AND LATERAL AVERAGE OF 100 PERCENT OF THE DESIGNATED MINIMUM CYLINDER STRENGTH. C. SURFACES IN CONTACT WITH GROUT SHALL BE FREE OF OIL, GREASE, LAITANCE, AND OTHER 2. DECK AT SHALL CONFORM TO ASTM 653 SS GRADE 50 OR HSLAS GRADE 55 AND SHALL BE G6 0 EARTH PRESSURES UNTIL THE PERMANENT LATERAL FORCE RESISTING SYSTEMS HAVE BEEN 11. CAMBER SLABSANDBEAMS UNIFORMLY FOR A RATIO OFTHE CLEAR SPAN, DIVIDED BY 480 U480 AT CONTAMINANTS. GALVANIZED. CONSTRUCTED AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY FOR THE STABILITY OF THE CENTER OF MEMBER. D. CUT BACK GROUT THAT IS ABOVE THE UNDERSIDE OF THE BASEPLATE TO LOWER EDGE OF THE 3. METAL ROOF DECKING: VERCO TYPE HSI3 OR EQUAL, 1-1/2" DEEP X 6" WIDE RIB, 18 GAGE, 36" WIDE STRUCTURE AND ITS PARTS HAVE BEEN MADE. 12. FABRICATE SLEEVES THROUGH SLABS AND BEAMS FOR, MECHANICAL LINES FROM STANDARD WEIGHT BASEPLATE AND TAPER DOWN TO THE CONCRETE SUBSTRATE GENERAL REVISION SHEETS. SECTION PROPERTIES ARE PER FT. OF WIDTH. 9. SHOP DRAWINGS: STEEL PIPE WITH ANCHORS AS APPROVED BY THE ENGINEER, UNLESS OTHERWISE NOTED. E. ANCHOR BOLT SLEEVES AND HOLES: GROUT PRIOR TO PLACING GROUT BENEATH BASEPLATE. + 0.318 in. A. I SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, STRUCTURAL STEEL, AND 13. ELECTRICAL CONDUIT: PLACE NEAR CENTER OF SLAB AS REQUIRED. F. FICATIONS TO ENGINEER OF RECORD FOR REVIEW. SUBMIT GROUT MATERIAL SPECIFICATIONS - 0.331 in.0 L METAL DECK AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO FABRICATION. 14. PREPARE CONSTRUCTION JOINTS BY ROUGHENING TO A MINIMUM AMPLITUDE OF 1/4", LEAVING THE 2. EPDXY GROUT: . 1 0.304 in. B. UNLESS STATED OTHERWISE IN THE SPECIFICATIONS, SUBMIT ONE PRINTED SET AND ONE CONTACT SURFACE CLEAN AND FREE OF LAITANCE. SUBMIT FOR REVIEW DETAILS OF PROPOSED A. PREPACKAGED, THREE COMPONENT COMPOUND (RESIN, HARDENER AND AGGREGATE), 4. , I I METAL FLOOR DECKING: VERCO TYPE W2 FORMLOCK OR EQUAL, 2" DEEP x 12'W DE RIB, COMPOSITE, REFERENCE ELECTRONIC SET OF SHOP DRAWINGS FOR REVIEW. ®� CONSTRUCTION JOINTS NOT DETAILED IN THE STRUCTURAL DRAWINGS. I NONSHRINKABLE GROUT WITH A MAXIMUM 4.0 PERCENT EXPANSION CONFORMING TO ASTM 18 GAGE, 36" INCH WIDE SHEETS. SECTION PROPERTIES PER FT. OF WIDTH. 10. FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS 15. DO NOT PLACE CONCRETE ON FROZEN GROUND. I 'WELD- C827 (EARLY HEIGHT CHANGE). GROUT SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE S+ 0.471 in.3 SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE ENGINEER OF RECORD. 16. WHERE INDICATED ON -DRAWINGS, BOND NEW CONCRETE TO EXISTING CONCRETE WITH STRENGTH AT 7 DAYS OF 1.3,000 PSI AND WITHSTAND CONTINUOUS ELEVATED TEMPERATURES S- 0.481 in. 11. PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED, OR CRETE", AS MANUFACTURED BY LARSON PRODUCTS CORPORATION, OR APPROVED. As A MINIMUM, UP TO 150°F. MAXIMUM COEFFICIENT OF THERMAL EXPANSION SHALL BE 22 X 10-6 IN/IN/-F. I OrAn in INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ROUGHEN EXISTING CONCRETE SURFACES BY CHIPPING.TO A MINIMUM 1/4!' AMPLITUDE TO EXPOSE B. ROUGHEN CONCRETE SUBSTRATE WITH A BUSH HAMMER TO A MINIMUM AMPLITUDE OF 1/4", 5. DECK UNITS SHALL BE CONTINUOUS OVER TWO OR MORE SUPPORTS. 12. SPECIAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 17 OF THE OSSC. SEE COARSE AGGREGATE. SURFACE PREPARATION AND PRODUCT APPLICATION IS TO BE IN STRICT SURFACE SHALL BE CLEAN AND COMPLETELY DRY FOR 48 HOURS BEFORE GROUT PLACEMENT. 6. DECK UNITS SHALL BEAR A MINIMUM OF 2" ON SUPPORTS AND BE ALIGNED WITH ADJACENT TABLE #1 - STATEMENT OF SPECIAL INSPECTIONS. ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. C. STEEL SURFACES IN CONTACT WITH EPDXY GROUT TO HAVE AN SSPC-SP6 COMMERCIAL FINISH. SECTIONS. 13. DEFERRED SUBMITTALS SHALL BE SUBMITTED IN ACCORDANCE WITH OSSC 107.3.4.2, AS APPLICABLE. I 17. 18. EXPOSED CORNERS: 3/4" CHAMFER, UNLESS NOTED OTHERWISE. JOINTS IN FLOOR SLABS: FILLED WITH A TWO COMPONENT SEMI-RIGID JOINT FILLER MATERIAL. THE D. SUBMIT GROUT MATERIAL SPECIFICATIONS TO ENGINEER OF RECORD FOR REVIEW. 7. METAL DECK TO BE TOPPED WITH CONCRETE HAS BEEN DESIGNED AS UNSHORED, UNLESS NOTED 14. SEE TABLE #2 - DEFERRED SUBMITTALS. SITE REFERENCE ELEVATION = TOP OF SOLE PLATE 109'-0" AT THE COUCH ROLL CENTERLINE. FILLER SHALL HAVE 1600% SOLIDS, A MINIMUM SHORE -A HARDNESS OF 80, IN ACCORDANCE WITH ASTM STRUCTURAL STEEL 8. OTHERWISE. CONNECT DECKING TO SUPPORTING MEMBERS WITH HILTI X -ENP -19 POWDER -DRIVEN FASTENERS, 7 D2240 AND AN ELONGATION BELOW 25% WHEN MEASURED IN ACCORDANCE WITH ASTM D638. FILL 1. STRUCTURAL STEEL: FASTENERS PER SHEET AT EACH SUPPORT LOCATION. FOUNDATIONS FULL DEPTH OF JOINT. NO BACKER ROD IS ALLOWED. APPLY FILLER A MINIMUM OF THREE MONTHS A ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS, 9. DECK SIDE LAPS: #10. SELF -TAPPING, SELF -DRILLING SCREWS AT 1,-0,, MAXIMUM O.C. AD t"NKIGE TE HNlCAL CGT AFTER SLAB HAS BEEN PLACED AND JOINTS COMPLETELY CLEANED. UNLESS NOTED OTHERWISE: J() CONNECT DECKING-� PLACED PARALLEL Pl TO SUPPORTS AT DnnC PERIMETER AND AT i rv% 1. REFERENCE GEOTECHNICAL ENGINEERING REPORTPREPARED%j L -Q I PROJECT NO. G-1504126, DATED FEBRUARY 17, 2015, AND GEOTECHNICAL MEMORANDUM NO. 1, MASONRY DATED JUNE 11, 2015 FOR EXCAVATION, SUBGRADE PREPARATION, STRUCTURAL FILL, COMPACTION, 1.* THE MIN. COMPRESSIVE STRENGTH OF MASONRY AT 28 DAYS SHALL BE f'm = 1,500 PSI AS SHALLOW FOUNDATION, AND DEEP FOUNDATION REQUIREMENTS, DETERMINED BY THE UNIT STRENGTH METHOD. 2. SHORE ALL EXCAVATIONS AS REQUIRED TO PREVENT SUBSIDENCE OR DAMAGE TO ADJACENT 2. ALL CONCRETE MASONRY MATERIALS SHALL CONFORM TO PART 2 OF TMS 602/ACI 530.1/ASCE 6 AND EXISTING STRUCTURES, STREETS, UTILITIES, ETC. DESIGN OF SHORING IS THE CONTRACTOR'S THE FOLLOWING MATERIAL STANDARDS: RESPONSIBILITY. COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS GOVERNING A. . CONCRETE MASONRY UNITS: ASTM C90, LIGHTWEIGHT, MIN. NET COMPRESSIVE STRENGTH -1900 EXCAVATION AND SHORING. PSI, 3. FOOTINGS SHALL BEAR A MINIMUM OF 18 INCHES BELOW THE LOWEST PERMANENT ADJACENT GRADE B. GROUT: ASTM C476 (MIN. COMPRESSIVE STRENGTH f'g=2,000 PSI) FOR FROST PROTECTION. FOR NON -FROST AREAS, SUCH AS INTERIOR FOOTINGS OF CLIMATE C. MORTAR: ASTM C270, TYPE S, PROPORTION SPECIFICATION. CONTROLLED BUILDINGS, FOOTINGS SHALL BEAR A MINIMUM OF 12 INCHES BELOW FINAL GRADE. D. REINFORCEMENT: ASTM A615, GRADE 60 MEMBERS STRENGTH SPECIFICATION WIDE FLANGE & TEE SHAPES F, = 50 KSI ASTM A992 CHANNELS, ANGLES, PLATES Fy = 36 KSI ASTM A36 HOLLOW STRUCTURAL SECTIONS F, = 46 KSI ASTM A500GRADEB STRUCTURAL PIPE F = 35 KSI y . ASTM A53 GRADE B TYPE E OR S RAISED PATTERN FLOOR PLATE NA ASTM A786 HEADED STUDS F, = 60 KSI AWS 01.1 TYPE A WELD FILLER METAL E70XX, I FEXX-- 70 KSI AWS D1.1 I 11% 1 MJ11,10 INDICATED IN THE CONTRACT DOCUMENTS WITH HILTI X -EPN -19 POWDER -DRIVEN FASTENERS AT 12" O.C. 11. PROVIDE ACCESSORIES (OPENING REINFORCING ANGLES, CLOSURES, ETC.) TO ACHIEVE A COMPLETE DIAPHRAGM. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, PROVIDE 20 -GAUGE MINIMUM END CLOSURES, AND 18 -GAUGE MINIMUM EDGE FORMS AT FLOOR SLAB EDGES. 12. TOUCH UP WELDS, BURNED AREAS, AND DAMAGED SURFACE COATINGS IN ACCORDANCE WITH THE SPECIFICATIONS, OR AS NOTED ON THE PROJECT DOCUMENTS. FRP STRUCTURAL GRATING 1. GRATING: MOLDED FIBERGRATE TYPE, CONSTRUCTED OF FIBERGLASS ROVING REINFORCED 4. B0170M OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 1'-0" VERTICAL. TO 2'-0" E. CAST -IN ANCHORS: ASTM A307, HEADED. B. STRUCTURAL STEEL WITHIN IMMEDIATE AREA OF THE PAPER MACHINE, AS SPECIFIED ON THE THERMOSET PLASTIC, PRODUCED IN A ONE-PIECE MOLD. WHERE NOTED ON DRAWINGS, GRATING HORIZONTAL. 3. MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH PART 3 OF TMS 602/ACI 530.1/ASCE 6. CONSTRUCTION DOCUMENTS, SHALL BE STAINLESS STEEL CONFORMING TO THE FOLLOWING SHALL BE FIBERGRATE TYPE COVERED GRATING, MANUFACTURED WITH 1/8" DEEP FIBERGLASS 5. SHALLOW FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE NET SOIL BEARING PRESSURE 4 MASONRY UNITS SHALL BE PLACED IN COURSES OF REGULAR RUNNING BOND. WALL INTERSECTIONS MINIMUM REQUIREMENTS: GRITTED BONDED INTEGRAL COVER PLATE AFFIXED TO MOLDED GRATING PANEL. AS FOLLOWS: SHALL BE LAID IN AN INTERLOCKING PATTERN. A. BEARING ON NATIVE SOIL OR PROPERLY PLACED AND COMPACTED GRANULAR FILL, 5. PLACE GROUT IN REINFORCED CELLS,'BOND BEAMS, AND LINTELS, UNO. COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D1 557, UPON.INSPECTION AND WITH 6. WALLS SHALL BE REINFORCED WITH ASTM A-)15 GRADE 60 DEFORMED BARS AS FOLLOWS (TYP. THE APPROVAL OF THE GEOTECHNICAL ENGINEER= 1500 PSF. ALLOWABLE SOIL BEARING UNLESS NOTED OTHERWISE): PRESSURES MAY BE INCREASED BY 1/3 FOR LOAD COMBINATIONS INCLUDING SEISMICAND WIND LOADS. 6. DEEP FOUNDATIONS (DRIVEN PILES) HAVE BEEN DESIGNED BASED ON THE ALLOWABLE AXIAL AND NOM. WALL THICKNESS REINFORCING LOCATION VERTICAL VERTICAL HORIZONTAL REINFORCING 8" CENTER I CENTER OF WALL � #5 .:913 � -@ 32` (2) #5 @ 48" OC . MEMBERS STRENGTH SPECIFICATION BARS & SHAPES F, = 25 KSI ASTM A276, TYPE 316L HOLLOW STRUCTURAL SECTIONS Fy = 25 KSI ASTM A554, TYPE 316L PLATE, SHEET, STRIP F, = 25 KS! ASTM A240, TYPE 316L W I ELD FILLER METAL E316L-XX, FExx-- 70 KSI AWS D1.6 2. RESIN: VINYL ESTER RESIN, FIBERGRATE "VI-CORR" TYPE. 3. GLASS CONTENT: NOT TO EXCEED 35% BY WEIGHT SO AS TO ACHIEVE MAXIMUM CORROSION RESISTANCE. 4. COLOR: ORANGE 5. FLAME SPREAD RATING: 25 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84. 6. GRATING: CONSISTS OF A BI-DIRECTIONAL BEARING BAR CONSTRUCTION WITH A BAR SPACING OF: 1- 2. DETAILING, FABRICATION, ERECTION, IDENTIFICATION, AND PAINTING OF STRUCTURAL STEEL: 1/2isX I- lb2tvN CENTER, GRATING INU SHALL BE 1 1he11 DEEP. LATERAL CAPACITIES INCLUDED IN THE GEOTECHNICAL REPORT. Htt-thtNUt: STRUCTURAL VlLt: 7. IN ADDITION TO LOCATIONS SHOWN IN THE TAB-M,'MOMZ%DDITI()NAL REINFORCING AT THE A. AISC 303: CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. EXCLUDING 1. THE MANUFACTURER SHALL MAINTAIN /ASTATISTICAL CONTROL PROGRAM TO ENSURE THAT LOCATION PLANS AND DETAIL DRAWINGS FOR PILE TYPES AND LENGTHS BELOW GROUND SURFACE. FOLLOWING LOCATIONS: SECTION 4.4.2. PRODUCTION GRATING MEETS PUBLISHED LOAD/DEFLECTION REQUIREMENTS. 1-1/2" HIGH, 1-1/2"x1- #4 @ 12 OC CENTERED A. (2) #5 BARS (HORIZ) AT ALL FLOOR AND ROOF LINES CONTINUOUS THROUGH JOINTS. B. AISC 360: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 1/2" SQUARE MESH SHALL SUPPORT A POINT LOAD OF 500 POUNDS IN THE CENTER OF A FULL PANEL CONCRETE REINFORCING STEEL B. (2) #5 BARS (HORIZ) AT TOP OF WALLS. INTERUPT EACH SIDE OF JOINTS. C. AISC 341: SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS. WITH SUPPORTS ON (48') CENTERS WITH A MAXIMUM DEFLECTION OF (0.29"). THE MAXIMUM 1. REINFORCING STEEL FOR CONCRETE: ASTM A615, GRADE 60. C. PROVIDE - (1) #5 CORNER BARS 2'-0" X 2'-0" AT WALL INTERSECTIONS AT HORIZ. REINFORCING 3. ALL EXTERIOR AND INTERIOR STRUCTURAL STEEL (CARBON STEEL) SHALL BE MOT -DIP -GALVANIZED IN STANDARD DEVIATION SHALL BE LESS THAN 2.5%. THE MANUFACTURER SHALL BE REQUIRD To 2. REINFORCEMENT THAT IS TO BE WELDED: ASTM A706, GRADE 60. LOCATIONS. ACCORDANCE WITH ASTM A123, UNLESS NOTED OTHERWISE. ASSOCIATED CONNECTION MATERIAL FURNISH CERTIFIED LOAD/DEFLECTION INFORMATION TO AID IN CUSTOMER EVALUATION. 3. REINFORCING (MINIMUM, UNLESS NOTED OTHERWISE ON PLANS): D. UNLESS NOTED OTHERWISE, PROVIDE (1) #5 BAR EACH SIDE OF WALL OPENINGS 16" OR SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 OR A153. 8. ATTACH GRATING TO SUPPORTING MEMBERS WITH GRATING MANUFACTURER RECOMMENDED TYPE A. REINFORCING FOR WALLS: GREATER INEITHER DIRECTION EXTEND H RIZONTAL REINFORCING EACH WAY 24- BEYOND A, WELDING I CONFORM TO AWS DI 1: STRUCTURAL WELDING CODE - STEEL. 316L STAINLESS STEEL CLIPS SPACED AT A MAXIMUM OF 48" ON CENTER, OR A MINIMUM OF FOUR (4) WALL THICKNESS VERTICAL REINFORCING HORIZONTAL REINFORCING 6 #4 @ 16 OC CENTERED #4 @ 16 OC CENTERED 8 #4 @ 12 OC CENTERED #4 @ 12 OC CENTERED 10 #4 @ 18 OC EA. FACE #4 @ 18 OC EA. FACE 12 #4 @ 16 OC EA. FACE #4 @ 16 OC EA. FACE OPENING. VERTICAL BARS SHALL EXTEND TO THE FLOOR OR ROOF ABOVE AND. BELOW. A. WELDERS SHALL BE QUALIFIED FOR THE WORK THEY WILL BE DOING AND SHALL HAVE CURRENT CLIPS PER GRATING SECTION. E. PROVIDE (1) #5 VERTICAL WITHIN 8- OF A WALL JOINT OR WALL EDGE. AWS CERTIFICATIONS. WELDER CERTIFICATIONS SHALL BE SUPPLIED TO THE CONSTRUCTION 9. SURFACE: NONPOROUS, CONCAVE TOP SURFACE, BONDED -ON ANGULAR QUARTZ GRIT FOR SKID 8. LAP ALL BARS AT SPLICES 48 BAR DIAMETERS, UNLESS NOTED OTHERWISE. MANAGER FOR SUBMITTAL TO THE AUTHORITY HAVING JURISDITION. RESISTANCE. 9. EXCEPT AS OTHERWISE NOTED, COORDINATE THE PLACEMENT OF DOWELING FROM THE B. WHERE INDICATED ON THE DRAWINGS, FOR MEMBERS AND CONNECTIONS THAT COMPRISE THE 10. CUT OR SANDED SURFACES: COATED WITH RESIN FURNISHED BY MANUFACTURER AND APPLIED IN FOUNDATION TO THE MASONRY WALLS SO AS TO PROVIDE ONE NO. 5 DOWEL X 4'-0" AT EACH SEISMIC FORCE RESISTING SYSTEM (SFRS), FABRICATION, QUALITY CONTROL, AND QUALITY ACCORDANCE WITH MANUFACTURER'S INSTRUCTION. VERTICAL MASONRY WALL BAR EMBEDDED 2'-0" INTO CONCRETE, OR PROVIDE STANDARD 90 DEGREE ASSURANCE OF WELDED JOINTS SHALL BE IN ACCORDANCE WITH AWS D1.8, STRUCTURAL 11. CONCRETE TRIM ANGLE: CONSTRUCTED OF VINYL ESTER RESIN (GRAY) HAVING A CLASS 1 FLAME RECOMMENDED B. PLACE VERTICAL REINFORCING AT EXTERIOR FACE OF CONCRETE SURFACES, UN IC - HOOK AND EMBED V-0"INTO CONCRETE. WELDING CODE, SEISMIC SUPPLEMENT. SPREAD ML00.014r-tANUITPEMS 2,0 11:- U bY GRATING MANUFACTURER. EXPOSURE GENERAL REVISION GENERAL REVISION I DRAWING NO.;,' REFERENCE • IFDRA NG NO. REFERENCE ®� .......... REVISIONS - ----- JACO S 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.SA Tel: 1-503-624-3000 Fax: 1-503-624-3001 PR GINZ INTERNATIONAL (& PAPER Containerboard Manufacturing, Springfield, Oregon DRAWN BY: B. STIVERS CHECKED BY: C. LACOUNT 1EXPIRES: 12131/201(ol APPROVED BY: R. MCGRUER IF,('Al F- NnNF f)�e, Copy jvjWfla-11by10j PO 4042 NOV 2 3 -'A)15 SPRINGFIELD PM2 PRODUCTIVITY IMPROVEMENT STRUCTURAL GENERAL NOTES 06APR15 PROJECT NO. 2r, 12NOV15 FILE: PMS -150( 12NOV15 1DRAWING NO. -DiSHEET JREVI 1 OF 1 121 COLD -FORMED STEEL FRAMING 1. FABRICATION, ERECTION, AND IDENTIFICATION OF COLD -FORMED STEEL FRAMING: CONFORM TO CHAPTER 22 OF THE IBC, SECTION 2210 AND 2211, AND THE AISI S100 "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". 2. COLD -FORMED FRAMING: ASTM Al 003 STRUCTURAL GRADE 33 TYPE H (FY_33KSI). 3. GALVANIZED COATINGS: ASTM A653 REQUIREMENTS; ZINC WEIGHT G60 MINIMUM. 4. STEEL STUDMOIST/TRACK SECTION PROPERTIES AS FOLLOWS, UNLESS NOTED OTHERWISE: DESCRIPTION TYPE Ixx IN Sxx 5. FASTEN COMPONENTS WITH SELF DRILLING SCREWS: ELCO DRIL-FLEX OR APPROVED 6. FASTEN COMPONENTS BY WELDING. ENSURE THE FOLLOWING: A. WELDS OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. B. WELDING CONFORMS TO AWS D1.3 SPECIFICATIONS. TOUCH UP WELDS WITH AN ORGANIC. COLD' GALVANIZING COMPOUND HAVING A MINIMUM OF 94% ZINC DUST IN THE DRY FILM. C. WELDERS ARE TO BE CERTIFIED FOR COLD -FORMED STEEL UNDER AWS D1.3 SPECIFICATIONS. OPEN CHANNEL STRUT 1. ALL OPEN CHANNEL STRUT SHALL BE MADE FROM 12 GA ASTM A653 GRADE 33 SHEET METAL AS MANUFACTURED BY UNISTRUT CORPORATION, OR APPROVED EQUAL. HARDWARE AND CONNECTING BOLTS SHALL BE MANUFACTURER'S STANDARD UNLESS SPECIFIED ON DRAWINGS. 2. CUT EDGES SHALL BE DEBURRED. RADIUS ALL EDGES. 3. BOLT ALL CHANNEL AND FITTINGS WITH 1/2" DIAMETER BOLTS AND CHANNEL NUTS AT ALL APPLICABLE BOLT HOLE LOCATIONS, UNLESS NOTED OTHERWISE. 4. FIELD MEASURE ALL FITTINGS AND STRUT PRIOR TO FABRICATION. 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING A PROTECTIVE CAP ON THE END OF ALL EXPOSED UNISTRUT SUPPORTS. TABLE #1 - STATEMENT OF SPECIAL INSPECTIONS REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION AIN CONTINUOUS iN 400S162-43 STUD/JOIST 0.357 0.892 0.443 600S162-43 STUD/JOIST 0.447 2.316 0.767 40OT200-43 TRACK 0.360 0.811 0.311 600T200-43 TRACK 0.451 2.076 0.565 5. FASTEN COMPONENTS WITH SELF DRILLING SCREWS: ELCO DRIL-FLEX OR APPROVED 6. FASTEN COMPONENTS BY WELDING. ENSURE THE FOLLOWING: A. WELDS OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. B. WELDING CONFORMS TO AWS D1.3 SPECIFICATIONS. TOUCH UP WELDS WITH AN ORGANIC. COLD' GALVANIZING COMPOUND HAVING A MINIMUM OF 94% ZINC DUST IN THE DRY FILM. C. WELDERS ARE TO BE CERTIFIED FOR COLD -FORMED STEEL UNDER AWS D1.3 SPECIFICATIONS. OPEN CHANNEL STRUT 1. ALL OPEN CHANNEL STRUT SHALL BE MADE FROM 12 GA ASTM A653 GRADE 33 SHEET METAL AS MANUFACTURED BY UNISTRUT CORPORATION, OR APPROVED EQUAL. HARDWARE AND CONNECTING BOLTS SHALL BE MANUFACTURER'S STANDARD UNLESS SPECIFIED ON DRAWINGS. 2. CUT EDGES SHALL BE DEBURRED. RADIUS ALL EDGES. 3. BOLT ALL CHANNEL AND FITTINGS WITH 1/2" DIAMETER BOLTS AND CHANNEL NUTS AT ALL APPLICABLE BOLT HOLE LOCATIONS, UNLESS NOTED OTHERWISE. 4. FIELD MEASURE ALL FITTINGS AND STRUT PRIOR TO FABRICATION. 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING A PROTECTIVE CAP ON THE END OF ALL EXPOSED UNISTRUT SUPPORTS. TABLE #1 - STATEMENT OF SPECIAL INSPECTIONS REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC. 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS AND SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS, - X B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. ARCH - X 2. INSPECTION OF HIGH-STRENGTH BOLTING: A. SNUG -TIGHT JOINTS. - X B. PRE -TENSIONED AND SLIP -CRITICAL JOINTS USING TURN - OF -NUT WITH MATCHMARKING, TWIST -OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION. - X C. PRE -TENSIONED AND SLIP -CRITICAL JOINTS USING TURN - OF -NUT WITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION. X -- 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD -FORMED STEEL DECK: A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360. 9. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO X B. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. - X C. MANUFACTURER'S CERTIFIED TEST REPORTS. - X 4. MATERIAL VERIFICATION OF COLD -FORMED STEEL DECK: C. "MANUFACTURER'S CERTIFIED TEST REPORTS. CHK = X 5. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. - X B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. - X 6. INSPECTION OF WELDING: (SEE NOTE 6) A. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK: 1) COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS. X - 2) MULTIPASS FILLET WELDS. X - 3) SINGLE -PASS FILLET WELDS> 5/16" X - 4) PLUG AND SLOT WELDS. X - 5) SINGLE -PASS FILLET WELDS </= 5/16" - X 6) FLOOR AND ROOF DECK WELDS. A. PROPORTIONS OF SITE -PREPARED MORTAR. X B. REINFORCING STEEL: B. CONSTRUCTION OF MORTAR JOINTS. DEGREE 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706. (SEE NOTE 7) C. LOCATION OF REINFORCEMENT, CONNECTORS, AND X 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. X DIAGONAL 3) SHEAR REINFORCEMENT. X -- 4) OTHER REINFORCING STEEL A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. X 7. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: A. DETAILS SUCH AS BRACING AND STIFFENING. - X B. MEMBER LOCATIONS. - MINIMUM X C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. TOG X REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC 1. INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT. X X 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH STRUCTURAL STEEL (SEE INSPECTION OF WELDING ITEM 5B.) VR D. WELDING OF REINFORCEMENT. 3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. = VERTICAL X 4. INSPECTION OF ANCHORS POST -INSTALLED IN HARDENED CONCRETE. (SEE NOTE 8) W/ X 5. VERIFYING USE OF REQUIRED DESIGN MIX. X X DRAWING NO. REFERENCE SOF DRAWING NO. 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE ANCHOR BOLT(S) ADD. = SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR X - CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE ANCHOR(S) AR(S) = CONCRETE. ARCH - ARCHITECT 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR X - PROPER APPLICATION TECHNIQUES. BLKG = BLOCKING 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING - X TEMPERATURE AND TECHNIQUES. SOF - BOTTOM OF FOOTING/FOUNDATION 9. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO BOTTOM OF STEEL BOTT _ REMOVAL OF SHORES AND FORMS FROM BEAMS AND - X STRUCTURAL SLABS. BEARING BTWN = 10. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS CHK = X OF THE CONCRETE MEMBER BEING FORMED. CAST -IN-PLACE CJ = REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC 1. VERIFICATION OF PM PRIOR TO CONSTRUCTION EXCEPT - X WHERE SPECIFICALLY EXEMPTED BY THE CODE. CONCRETE MASONRY UNIT COL(S) = 2. VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE X i SITE FOR SELF -CONSOLIDATING GROUT. CONSTRUCTION CONN = 3. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE CONT(D) - CONTINUE(D)/CONTINUATION FOLLOWING ARE IN CONTINUOUS CJP _ A. PROPORTIONS OF SITE -PREPARED MORTAR. - X B. CONSTRUCTION OF MORTAR JOINTS. DEGREE X C. LOCATION OF REINFORCEMENT, CONNECTORS, AND - X ANCHORAGES. DIAGONAL DIM(S) = 4. VERIFY DURING CONSTRUCTION: MAX = MAXIMUM A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. -- X B. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING - X OTHER DETAILS OF ANCHORAGE OF MASONRY TO - MINIMUM TOC STRUCTURAL MEMBERS, FRAMES, OR OTHER TOG _ TOP OF GRATING CONSTRUCTION. TOP OF STEEL TOW C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT, - X ANCHOR BOLTS, AND ANCHORAGES. = UNLESS NOTED OTHERWIS VR D. WELDING OF REINFORCEMENT. X = VERTICAL E. PREPARATION, CONSTRUCTION, AND PROTECTION OF - WIDE FLANGE W/ MASONRY DURING COLD WEATHER (TEMPERATURE - X BELOW 40T) OR HOT WEATHER (TEMPERATURE ABOVE = WORK POINT WT 90°F). 5. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. GROUT SPACE. - X B. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND _ _ X ANCHORAGES. C. PROPORTIONS OF SITE -PREPARED GROUT. X D. CONSTRUCTION OF MORTAR JOINTS. - X 6. GROUT PLACEMENT X - 7. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR - X SPECIMENS, AND/OR PRISMS. REQUIRED VERIFICATION AND INSPECTION OF SOILS TO BE COMPLETED BY GEOTECHNICAL ENGINEER VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE - X ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND - X HAVE REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL X MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSESDURING PLACEMENT AND COMPACTION OF X --- COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED - X PROPERLY. REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS TO BE COMPLETED BY GEOTECHNICAL ENGINEER VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC 1. VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLY X WITH THE REQUIREMENTS. 2. DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT X ADDITIONAL LOAD TESTS, AS REQUIRED. 3. OBSERVE DRIVING OPERATIONS AND MAINTAIN COMPLETE X AND ACCURATE RECORDS FOR EACH ELEMENT. 4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER OF -BLOWS PER FOOT OF PENETRATION, DETERMINE REQUIRED X PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT ANY DAMAGE TO FOUNDATION ELEMENT. 5. FOR STEEL ELEMENTS, PERFORM ADDITIONAL INSPECTIONS IN ACCORDANCE WITH THE REQUIREMENTS FOR STEEL - - CONSTRUCTION. 6. FOR CONCRETE ELEMENTS AND CONCRETE -FILLED ELEMENTS, PERFORM ADDITIONAL INSPECTIONS IN ACCORDANCE WITH THE REQUIREMENTS FOR CONCRETE _ CONSTRUCTION. 7. FOR SPECIALTY ELEMENTS, PERFORM ADDITIONAL INSPECTIONS AS DETERMINED BY THE REGISTERED DESIGN - -- PROFESSIONAL IN RESPONSIBLE CHARGE. REVISIONS ABBREVIATIONS AB(S) = ANCHOR BOLT(S) ADD. = ADDENDUM ADDL = ADDITIONAL ANCH(S) _ ANCHOR(S) AR(S) = ANCHOR ROD(S) ARCH - ARCHITECT BGS - BELOW GROUND SURFACE BLDG = BUILDING BLKG = BLOCKING BM - BEAM BO - BOTTOM OF SOF - BOTTOM OF FOOTING/FOUNDATION BOS = BOTTOM OF STEEL BOTT _ BOTTOM BP _ BASEPLATE BRG - BEARING BTWN = BETWEEN CHK = CHECKERED CP = CAST -IN-PLACE CJ = CONTROL OR CONSTRUCTION JOINT CTR(D) = CENTER(ED) OR CL = CENTER LINE CLR - CLEAR CMU = CONCRETE MASONRY UNIT COL(S) = COLUMN(S) CONC = CONCRETE CONST = CONSTRUCTION CONN = CONNECTION CONT(D) - CONTINUE(D)/CONTINUATION CONT = CONTINUOUS CJP _ COMPLETE JOINT PENETRATION DBL - DOUBLE DEG = DEGREE DET - DETAIL DIA OR 0 = DIAMETER DIAG = DIAGONAL DIM(S) = DIMENSION(S) DL - DEAD LOAD DWG(S) = DRAWING(S) DW L(S) - DOW EL(S) EA = EACH EF = EACH FACE ELEC - ELECTRICAL EL ELEVATION EMBED = EMBEDMENT EO - EDGE OF EOS EDGEF SLAB OC 0 EQ = EQUAL EQUIP = EQUIPMENT EW - EACH WAY (E) _ EXISTING EXP _ EXPANSION EXT FACE OF GIRT OC - EXTERIOR FDN = FOUNDATION FL - FLOOR FLG = FLANGE FO = FACE OF FOC FACE OF CONCRETE F.O.G. FACE OF GIRT FOS - FACE OF STUD FOW _ FACE OF WALL FS = FAR SIDE FT _ FOOT FTG(S) ; FOOTING(S) FV = FIELD VERIFY GA = GAUGE GR _ GRADE GB - GRADE BEAM GND(G) _ GROUND(ING) GRTG - GRATING HDG = HOT -DIPPED GALVANIZED HKG = HOUSEKEEPING HR HANDRAIL HS = HEADED STUD HSS = HOLLOW STRUCTURAL SECTION HORIZ = HORIZONTAL HSB(S) = HIGH STRENGTH BOLT(S) HP - HIGH POINT ID _ INSIDE DIAMETER IN. = INCHES INFO = INFORMATION INT - INTERIOR INV - INVERT JT = JOINT LFRS LATERAL FORCE RESISTING SYSTEM LL - LIVE LOAD LLH = LONG LEG HORIZONTAL LLV - LONG LEG VERTICAL LP _ LOW POINT MAX = MAXIMUM MB(S) = MACHINE BOLT(S) MECH = MECHANICAL MFR(S) - MANUFACTURER(S) MIN - MINIMUM OC - ON CENTER OCEF = ON CENTER EACH FACE OD OUTSIDE DIAMETER 0/0 = OUT TO OUT OPER = OPERATING OPNG(S) - OPENING(S) OPP HD - OPPOSITE HAND PC(S) = PIECE(S) R OR PL - PLATE PLC(S) - PLACE(S) +/- = PLUS OR MINUS PROD - PROJECT/PROJECTION PLF - POUNDS PER LINEAL FOOT PSI - POUNDS PER SQUARE INCE PSF = POUNDS PER SQUARE FOC R/RAD _ RADIUS REF - REFERENCE REINF = REINFORCING REQD _ REQUIRED RO = ROUGH OPENING SCH - SCHEDULE. SDST - SELF -DRILLING, SELF-TAPP SECT - SECTION SHT - SHEET SIM = SIMILAR SC - SLIP CRITICAL SL - SNOW LOAD SOG - SLAB ON GRADE SP(S) - SPACES(S} SPEC(S) = SPECIFICATION(S) SQ = SQUARE SS = STAINLESS STEEL STD = STANDARD STL = STEEL STIFF = STIFFENER STIR(S) = STIRRUP(S) STRUCT = STRUCTURAL SYM _ SYMMETRICAL T&B = TOP AND BOTTOM THK - THICK THRD - THREAD T.O. _ TOP OF TOC _ TOP OF CONCRETE TOG _ TOP OF GRATING TOS TOP OF STEEL TOW = TOP OF WALL TYP TYPICAL UNO = UNLESS NOTED OTHERWIS VR - VAPOR RETARDER VERT = VERTICAL WF - WIDE FLANGE W/ = WITH W/O = WITHOUT WP = WORK POINT WT - WEIGHT (N) NEW 00N NBS = NON -BUILDING STRUCTURES 1.6 NOM NOMINAL NS - NEAR SIDE NTS = NOT TO SCALE1° V C' NSG = NONSHRINK GROUT 1-� NO./# - NUMBER �l�ijOyl 4 NWC - NORMAL WEIGHT CONCRETE 500 I%f E' Nov R ~=URS �p PROP, SPRINGFIELD PM2 GENE ssi INTERNATIONAL(b PAPER PRODUCTIVITY IMPROVEMENT ® mac' �•� F,Q o� STRUCTURAL 61 gel r GENERAL NOTES & ABBREVIATIONS Containerboard Manufacturing, Springfield, Oregon JACO'B 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. EGON 1 BS 18NOV15 GENERAL REVISION Tei: 1-503-624-3000 Fox: 1-503-624-3001�0R 14�19-, J�Q' DRAWN BY: B. STIVERS O4NOV15 PROJECT NO, 25PY1051 0 BS 18JUN15 ISSUE FOR CONSTRUCTION Y M�C,g,�t CHECKED BY: C. LACOUNT 12NOV15 FILE: PMS -1501-D APPROVED BY: R. MCGRUER 12NOV15 DRAWING NO. SHEET REV REV BY DATE REVISIONS EXPIRES: 12/3-1/20Ib SCALE: NONE DATE PMS -1501-D 1 OF L NO (NOTE 4) 14 TOE PL O(6) TO POS (W6) 3# CLr 1,_01 6'-0' MAX SPACING MAX BETWEEN POSTS 13`0 PIPE TOP RAIL GRIND II II SMOOTH, W6 TYP I-1WO PIPE MIDRAIL 4 II IWO, PIPE POST _j TOE IYetk5- 0004 D BS TOE PL .ISSUE FOR PERMIT EMBED P L/ 3(6) -CONC MAT PL Ye to 6 5 Y4x4xCONT C BS 03NOV15 ISSUE FOR REVIEW 5 1NOV 2 3 ?,15 FDN B BS 30OCT15 OC EL FOR REVIEW PRpFFs SPRINGFIELD PM2 ISHOWN, INTERNATIONAL 'PAPER SEE PLAN BS it ISSUE FOR REVIEW DRAWING, NO. REFERENCE REF DRAWING NO. REFERENCE REF REV By DATE REVISIONS REV NO. NO. NO. NO. BY DATE. Springfield, Oregon DETAILS REVISIONS G 74%q- PROJECT NO, 25PY10511 DRAWN BY: B. STIVERS 01OCT15 - CHECKED BY: C, LACOUNT 12NOV15 FILE: PMS -1505—D APPROVED BY: R, MCGRUER 12NOV15 EMBED PL 32x5xO'-5& 1% PMS -1505--D 1 OF 1 SCALE: AS SHOWN DATE (2)-#4x3'-0" AS W/0) WOx4' HS • 4 WF (SEE PLAN) CTR ON GA=31 EW (NOTE 3) L5x3OS> W6 POST PL x6xO'-6-v TO POSTS EO PLATFORM EMBED PL 32x5x0-'-5r W/(4) -32'O HS, L5x3xW6xO'-5 WHERE OCCURS' W/0) Y2'Ox8' H4L GA=4' EW, EMBED=4' W/(2) WO A325N NELSON STUDS, GA=3' EW W OR C. - BOLTS ON GAUGE, SEE PLANS CUT PROJECTING LEG COND @ CONC CURB COND 2 QQNC MAT FDN OF L5x3 AS READ. NOTES, 1. GUARDRAIL TOP AND MID RAIL SHALL BE PIPE 132' STD. GUARDRAIL POSTS SHALL BE PIPE 132" X -STRONG. 2. PROVIDE 3' CLEAR TO OBSTRUCTIONS AND ADJACENT GUARDRAIL SECTIONS. 3, CONTRACTOR TO COORDINATE LOCATIONS AND INSTALLATION OF EMBEDPLATES. IN CONCRETE WITH POST LOCATIONS. 4. CONTRACTORS OPTION FOR FIELD WELD, TYPICAL FIXED GUARDRAIL DETAILS GRIND SMOOTH GRIND S14001 SCALE: NTS NOSING TREAD RUN (T) 3' CLR /<NOTE 2) 30 -11-01-1 CL IZ MAX POST W/ SEAL PL o X POST, TYP _j TYPICAL GUARDRAIL @ 1110 CORNERS TOE PL\21�6) TO POST (-X6) I II PIPE SLEEVE J&&II TO STIFF PVW6 '-HANDLE I T -HANDLE NOTE 3) CONC MAT (NOTE 3) TFDN TOE PL X _1' �'O PIPE TOP RAIL GRIND SMOOTH, 9(6 TYP 1-Y2#0 PIPE 14DRAIL . .. .... ... .. . �;01V. ly2'0 PIPE POST, TYP TOE PL 4X4xCONT , J 11-0#.W-- 3' CLR MAX 7ZNOTE 2) W-11 m W.molm.) ROININN " ZNLL VLAN STIFF PL ON CL PIPE SLEEVE PIPE SLEEVE 0(i6) 5 Z -(2)-#4x3'-0' AS. TO PL <4(6) 5 3 SIDES WF (SEE PLAN) SHOWN, CTR ON W OR C, POST PL x6xO'-6' Y4 SEE PLANS �EO PLATFORM EMBED PL 32x5x0"-5# W/(4)-32'0 HS, 2'0 STD WT CAP PL Y4 W/ WHERE OCCURS W/(4) Wft8' H4L GA = 4' EW, PIPE SLEEVE' NELSON STUDS, GA=3' EW EMBED = 4" CAP PL @ %'0 DRAIN HOLE CTR COND CONC CURB COND @ CONC MAT FDN TO SLEEVE NOTESt 1. GUARDRAIL TOP AND MID RAIL SHALL BE PIPE 132' STD, GUARDRAIL POSTS SHALL BE PIPE 132` X -STRONG, 2, PROVIDE 3' CLEAR TO OBSTRUCTIONS AND ADJACENT GUARDRAIL SECTIONS. 3. WO T -HANDLE QUICK RELEASE PIN W/ LANYARD. McMASTER-CARR PART NO, 93750A510 OR EQUAL. TACK WELD LANYARD TAB TO PIPE SLEEVE. TYPICAL REMOVABLE GUARDRAIL DETAILS f-L5X3X9i 6x0'-6# LLH W1%#0 HOLE FOR WO SS ADHESIVE L3x3x%'x0"-532'----\ CHANNEL ANCHOR, EMBED = 4' W/(2) -Y4'0 A325N BOLTS SCALE: NTS SEE PLAN 7- ## STRINGER T.O. GUARDRAIL (NOTE 4� W6 CUT, DCKIn Alkin IV CHANNEL WELD FLANGE WP STRINGER READ COVER, 40 NON -SLIP NOSING CUT, BEND & I I TYP (NOTE 5) WELD FTG W6 I_14' GRTG WP RAILING @ BOTTOM OF STAIR RAILING @ TOP OF STAIR NOTES( 1. SEE TYPICAL FIXED GUARDRAIL DETAILS 1/— FOR INFO NOT SHOWN, DETAIL — TYPICAL STAIR GUARDRAIL & HANDRAIL SCALE: NTS WP CJP, LIT 13'4' GRTG TYP 1A 181 110 111 I COD L3x3x3/8'x0'-532' W/(2) -341'0 A325N BOLTS 3 -SIDES TYP/ 3f4 CHANNEL STRINGER, TYP NOTESt 1. SEE DETAIL 4/- FOR ADDL INFO NOT SHOWN, 2. GUARDRAIL NOT SHOWN FOR CLARITY. DETAIL SCALE: 1 "=1'-0" - Y $J\ L3 3 -SIDES ra TOC 0 W6 l:z N J_ F_ M TOE PL Y4 GRTG TREAD W /3 -SIDES NOSING, TYP.7--\<NOTE 3) (NOTE 1) A E: E _29E CHANNEL OR WF BM, jTj• .CHANNEL SEE PLAN FOR SIZE -41 Y4 STRINGER AND ORIENTATION M1, NOTESi CHANNEL L3x3x%xREQ"D 1. . GRATING TREAD W-19-4 I 1/4'X3/161 WITH ABRASIVE NOSING AND NOTESt. STRINGER CLIP & CLOSURE WITH (2) %10 MB, TYP, 1. SEE DETAIL 4/- FOR ADDL INFO NOT SHOWN. 2, GUARDRAIL NOTSHOWN FOR CLARITY. 2. GUARDRAIL NOT SHOWN FOR CLARITY. 3. PROVIDE SERRATED GRATING TREADS WHERE NOTED ON DRAWINGS, 3. FIELD WELD AT' CONTRACTORS OPTION AS REQD TO C10 OR C12 4. FOR TREAD RUN (T) = 111, OVERLAP 'DISTANCE SHALL BE 1W. LEVEL STAIR. 5. ANTI -SLIP HIGH TRACTION. STEP COVERS, AS MANUFACTURED BY SAFEGUARD. TECHNOLOGY, OR APPROVED EQUAL, PROFILEt STANDARD NOTES: NOTES( 90 DEGREE ANGLE FULL TREAD DEPTH COVERS( MATERIAL( 1. SEE DETAIL 4/- FOR ADDL INFO NOT SHOWN. 1. SEE DETAIL 4/- FOR ADDL INFO NOT SHOWN, PULTRUDED FRP FIBERGLASS (.125 OR imm)j GRADE, COURSE GRIT) 2. GUARDRAIL NOT SHOWN 'FOR CLARITY. 2, GUARDRAIL NOT SHOWN FOR CLARITY, COLOR( TWO-TONE (BLACK/YELLOW)] FASTENERS' STAINLESS STEEL 'MECHANICAL CLIPS.* INSTALL PRODUCT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4 DETAIL K5"DETAIL 6 D ETA I L 7 D ETA I L SCALE: 1`t_1'-0" SCALE. 1 "=it -on SCALE: 1 1'-0" SCALE: 1"=1'-0" IYetk5- 0004 D BS 18NOV15 .ISSUE FOR PERMIT to 6 5 C BS 03NOV15 ISSUE FOR REVIEW 1NOV 2 3 ?,15 B BS 30OCT15 ISSUE FOR REVIEW PRpFFs SPRINGFIELD PM2 G1 N INTERNATIONAL 'PAPER A BS 230CT15 ISSUE FOR REVIEW DRAWING, NO. REFERENCE REF DRAWING NO. REFERENCE REF REV By DATE REVISIONS REV NO. NO. NO. NO. BY DATE. Springfield, Oregon DETAILS REVISIONS IYetk5- 0004 -:e 9 to 6 5 1NOV 2 3 ?,15 NOT FOR COMMUCTM TURA PRpFFs SPRINGFIELD PM2 G1 N INTERNATIONAL 'PAPER PRODUCTIVITY IMPROVEMENT ��'����� � 15 STRUCTURAL TYPICAL GUARDRAIL & STAIR Containerboard Manufacturing, Springfield, Oregon DETAILS 5005 SW Meadows Road Suite 100, take Oswego, OR 97035 U.S.A. Tel; 1-503-624-3000 Fox. 1-503-624-3001 G 74%q- PROJECT NO, 25PY10511 DRAWN BY: B. STIVERS 01OCT15 CHECKED BY: C, LACOUNT 12NOV15 FILE: PMS -1505—D APPROVED BY: R, MCGRUER 12NOV15 DRAWING NO. SHEET 'REV IRES 12/al/2016 PMS -1505--D 1 OF 1 SCALE: AS SHOWN DATE W23 - NS6 (N55) N54 20'-0' 20'-0' (REF) (REF) w i °- 7'-2' 1'-1" CREF)(REF) ¢z� w¢� ^n- rQX d -W Li 0 4 W 3 z a H E (REF) (REF REF ZLD CL_Q F-�pA W©.-, z EXISTING X a!13 i ( ! PILES W 1 CU w .-.- _. -. �r . i - - -4- Z W Q_ W 971 C3 0 CL 0- QCU 3cu m SP -001 +SP' -002 ISP -003 � TSP -004 SP -005 SP -CD 006 SP -007 - SP -008 SP -009 - SP -010 110 - I 1 , SP -011 - - - - - - SP -012 OUTLINE MAT N FOUNDATION ;n I _ - - - FOR NEW oro { SP -013 { SP -014 { - SP -015 - SP -016 ( SUBSTATION 23 c"u (( { { { { I { { ADDITION N - SP -017 - SP -018 4 w GROUND TEST CV) I { I WELL SEE ELEC I( ! 1 I DWG PME-1572-D TI ( I { SP -019 SP -020 SP -021 SP -022 C> 3 � � - -Oil SP-0231 SP -024 i SP -025 i SP -026 SP -027 {SP -028 PIN PILE SCHEDULE NOTE 1 PILE MARK. PILE CUT OFF ELEVATION PILE DETAIL MINIMUM PILE LENGTH (BGS), FT ALLOWABLE AXIAL CAPACITY (KIPS), NOTE 2 ALLOWABLE LATERAL LOAD CAPACITY KIPS SP -001 87'-2" 2/PMS-1560-D 30 60 2.8 SP -002 87'-2" 2/PMS-1560-D 30 60 2.8 SP -003 87'-2" 2/PMS-1560-D 30 60 2.8 SP -004 87'-2" 2/PMS-1560-D 30 60 2.8 SP -005 87'-2" 2/PMS-1560-D 30 60 2.8 SP -006 87'-2" 2/F'MS-1560-D 30 60 2.8 SP -007 87'-2" 2/PMS-1560-D 30 60 2.8 SP -008 87'-2" 2/fMS-1560-D 30 60 2.8 SP -009 87'-2" 2/PMS-1560-D 30 60 2.8 SP -010 87'-2" 2/PMS-1 560-D 30 60 2.8 SP -011 87'-2" 2/PMS-1560-D 30 60 2.8 SP -012 87'-2" 2/PMS-1560-D 30 60 2.8 SP7013 87'-2" 2/PMS-1560-D 30 60 2.8 SP -014 87'-2" 2/FRMS-1560-D 30 60 2.8 SP -015 87'-2" 2/f'MS-1560-D 30 60 2.8 SP -016 87'-2" 2/PMS-1560-D 30 60 2.8 SP -017 87'-2" 2/PMS-1560-D 30 60 2.8 SP -0.18 87'-2" 2/PMS-1560-D 30 60 2.8 SP -019. 87'-2" 2/PMS-1560-D 30 60 2.8 SP -020 87!-2" 2/F'MS-1560-D 30 60 2.8 SP -021 87'-2" 2/PMS-1560-D 30 60 2.8 SP -022 87'-2" 2/PMS-1 560-D 30 60 2.8 SP -023 87'-2" 2/PMS-1560-D 30 60 2.8 SP -024 87'-2" 2/PMS-1560-D 30 60 2.8 SP -025 87'-2" 2/F'MS-1560-D 30 60 2.8 SP -026 87'-2" 2/F'MS-1560-D 30 60 2.8 SP -027 87'-2" 2/F'MS-1560-D 30 60 2.8 SP -028 87'-2" 2/PMS-1560-D 30 60 2.8 NOTES: 1. REFERENCE REPORT OF GEOTECHNICAL ENGINEERING SERVICES, INTERNATIONAL PAPER SPRINGFIELD PM2 PRODUCTIVITY IMPROVEMENT, PREPARED BY CARLSON GEOTECHNICAL. DATED FEBRUARY 17, 2015, GEOTECHNICAL MEMORANDUM NO.1, DATED JUNE 11, 2015, AND GEOTECHNICAL MEMORANDUM NO.2, DATED AUGUST 27, 2015, FOR PILE INSTALLATION, LOAD TESTING, AND INSPECTION REQUIREMENTS. 2. CAPACITY LISTED IS THE DESIGN ALLOWABLE POST SEISMIC DOWNWARD CAPACITY OF PILE FROM GEOTECHNICAL REPORT, SECTION 6.2 AND TABLE 5, AS VERIFIED BY DRIVING RECORDS. GENERAL NOTES: A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE DRAWINGS PMS -1 500-D AND PMS -1501-D. B. ALL WORK IS TO BE COMPLETED WITHIN A FULLY OPERATING FACILITY. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE, PRIOR TO THE START OF WORK TO ASSURE THE CONTINUED OPERATION OF AND ACCESS TO EXISTING EQUIPMENT AND SYSTEMS AS REQUIRED DURING CONSTRUCTION. C. UTILITY LOCATES AND/OR POT HOLING SHALL BE COMPLETED PRIOR TO THE INSTALLATION OF NEW PILING TO VERIFY CLEARANCES WITH EXISTING BELOW GRADE UTILITIES AND STRUCTURES. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE AND NOTIFY ENGINEER OF RECORD WHERE INTERFERENCES ARE IDENTIFIED WITH THE SPECIFIED PILE LOCATIONS. D. FOR GROUNDING OF NEW PIN PILES SEE ELECTRICAL DRAWING PME-1572-D. E. PIN PILE PLAN LOCATION DATUM SHALL BE THE CENTERLINE OF THE EXISTING SUBSTATION 23 NORTH-WEST STEEL COLUMN AT GRID LINE N56 FURNISHED IN MILL COORDINATES BY THE OWNERS REPRESENTATIVE. KEYED NOTES: 1. PIN PILE ASSEMBLY COMPONENTS TO BE HOT DIP GALVANIZED AFTER FABRICATION. 2. CONTRACTOR TO ENSURE TIGHT FIT OF SLEEVE AND PIN PILE ON EACH SIDE OF SPLICE. FABRICATE SLEEVE WITH SIDE WELDS WHERE REQUIRED. 3. TOP OF PILE SHALL BE CUT OFF SQUARE AND IN FULL BEARING WITH TOP PLATE. 4. LOAD TESTS SHALL BE COMPLETED FOR PILES IN ACCORDANCE WITH GEOTECHNICAL MEMORANDUM NO.1 DATED JUNE 11, 2015, AND THE REPORT OF GEOTECHNICAL ENGINEERING SERVICES DATED FEBRUARY 17, 2015, PREPARED BY CARLSON GEOTECHNICAL FOR THE INTERNATIONAL PAPER PM2 PRODUCTIVITY IMPROVEMENT PROJECT. TYP I { ! I HSS6.0x0,25x1'-8 I { i ASTM A500 GRADE B, HDG, COMPRESSION FIT SLEEVEU2 \\//\\X 56 52 48 44 4Q 36 3z z8 24 18 PIN -PILE DENSE GRANULAR. o \\ �� BEARING STRATA NOTES= 03 1. FOR ADDL INFO NOT SHOWN, SEE DETAIL 2/THIS DRAWING,t 37 - 28 DETAIL DETAIL 11- I� !F ►T 2 TYPICAL COMPRESSION PILE 3 TYPICAL PIN PILE ASSEMBLY Q 444 E23 NORTH A SCALE. 1`1' -On _ SCALE:1 "=1'-0" KEY PLAN RGlu R'1< E© PRt7,cS SPRINGFIELD PM2 ® INEF��'io2 INTERNATIONAL, iPAPER PRODUCTIVITY IMPROVEMENT STRUCTURAL JACOBSt5a r SUBSTATION 23 AREA 'E Containerboard Manufacturing, Springfield, Oregon PILE LOCATION PLAN 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. S, GO q B DM 18NOV15 ISSUE FOR PERMIT reg: 1-5o3-s24-3o0o Fax: 1-503-624-3001 o,Qr r�, -'4 ¢Jtv� DRAWN BY: D. MAY 01OCT15 PROJECT NO. 25PY1051 A DM 230CT15 ISSUE FOR REVIEW M. MCHECKED BY: G. LITOFF 12NOV15 FILE: PMS -1560-D REF REF REV REV APPROVED BY: R. MCGRUER 12NOV15 DRAWING NO. SHEET REV DRAWING N0. REFERENCE DRAWING NO. REFERENCE BY DATE REVISIONS BY DATE REVISIONS EXPIRES: i2/31120iEi SCALE: AS NOTED DATE PMS-S6O-D OF 8 NO. NO. N0. NO. 10' ! ! I 1 SP -XXX (SUBSTATION 23 PIN PILE) 2'-9' 7'-0' 7'-0' 3'-0' 3'-0' 4'-6' 9'-0' 4'-4' 2'-9' 3' 3' 23'-10' is L W10 CL L W10 COL TOC FDN L W10 COL EL 89'-4' 1 PILE LOCATION PLAN -- SUBSTATION 23 AREA - SCALE: 1 /4"=1'-0" PL 1'x8'x0'-8', TOP PLATE HSS6.0x0,25xO'-5 ; F I SUBSTATION, 23 FOUNDATION & SLAB. PLAN AT TOC EL 89 4" (UNO) SCALE: 1/4"=V-0" mnTC*k'v 1. FLOOR LIVE LOAD = 250 PSF, INCLUDING EQUIPMENT 2. FLOOR FLATNESS RATIOS REQUIRED FF = 30 FL = 25 3. FINISH FLOOR SLAB WITH TWO STEEL TROWELINGS. AFTER FINISHING APPLY AN APPROVED SEALER/DUSTPOOFER PER IP MILL SPECIFICATIONS. EXIST SUMP EQUIPMENT OPERATING WEIGHTS UNIFORM, PSF PRIMARY FAN PUMP MOTOR MCC LINE, UP 30,000 LB PRIMARY FAN PUMP AUX. CABINET 3,000 LB CP DILUTION PUMP VFD 3,000 LB AIR CONDITIONING UNIT 1 (AC -1) T 7,000 LB 7119ml KEY PLM DRAWING NO. REFERENCE REF DRAWING NO. REFERENCE NO. I SUBSTATION 23 BUILDING EXPANSION STRUCTURAL DESIGN LOADS 1. THE GOVERNING CODE IS THE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC). 2. RISK CATEGORY 11 A. IMPORTANCE FACTORS, I SNOW 1.0 3. NEW CONSTRUCTION HAS BEEN DESIGNED FOR THE FOLLOWING LOADS, UNLESS NOTED OTHERWISE: A. DEAD LOADS: I. ACTUAL WEIGHT OF BUILDING MATERIALS B. MECHANICAL, ELECTRICAL, & PIPING COLLATERAL HANGING LOAD ALLOWANCE: I. EQUIPMENT CANOPY STEEL FRAMING WITH TOS EL. 122'-10" (HP) = 15 PSF fl. '. ELECRTICAL ROOM ROOF STEEL FRAMING WITH TOS EL. 106'-4" = 30 PSF C. , ELECTRICAL & HVAC EQUIPMENT, AS NOTED ON DRAWINGS D. LIVE LOADS: DESCRIPTION UNIFORM, PSF SEISMIC .- LATERAL.FORCE RESISTING SYSTEM & 1.0 NON -BUILDING STRUCTURES 1000 SEISMIC -COMPONENTS 1.0 3. NEW CONSTRUCTION HAS BEEN DESIGNED FOR THE FOLLOWING LOADS, UNLESS NOTED OTHERWISE: A. DEAD LOADS: I. ACTUAL WEIGHT OF BUILDING MATERIALS B. MECHANICAL, ELECTRICAL, & PIPING COLLATERAL HANGING LOAD ALLOWANCE: I. EQUIPMENT CANOPY STEEL FRAMING WITH TOS EL. 122'-10" (HP) = 15 PSF fl. '. ELECRTICAL ROOM ROOF STEEL FRAMING WITH TOS EL. 106'-4" = 30 PSF C. , ELECTRICAL & HVAC EQUIPMENT, AS NOTED ON DRAWINGS D. LIVE LOADS: DESCRIPTION UNIFORM, PSF CONCENTRATED, LBS PLATFORMS 100 1000 ELECTRICAL ROOM MCC, DRIVE, AND HVAC EQUIPMENT CONCRETE FLOOR SLAB 250 SDI ELECTRICAL ROOM.EQUIPMENT CONCRETE ROOF SLAB 250 -47.9 STAIRS 100 300 ,LADDERS - 300 @ 10' OC CANOPY ROOF AT TOS 1 EL. 122'-10' (HP) 1 25 NON-REDUCIBLE 300 WHERE EQUIPMENT'GONFlUiUKATION hAULUDh6 AFFLIUA I 1UN UF LIVt LUADINU, I Ht LARGER OF THE EQUIPMENT WEIGHT OR THE INDICATED UNIFORM LIVE LOAD WILL BE APPLIED. E. SNOW LOADS: SUBSTATION 23 BUILDING EXPANSION EQUIPMENT CANOPY ROOF SNOW BUILD- UP AND DRIFT LOADING PER CHAPTER7 OF ASCE 7-10 I. MINIMUM DESIGN ROOF SNOW LOAD, INCLUDING RAIN ON SNOW SURCHARGE, Pf =25 PSF ii. GROUND SNOW LOAD, Pg =11 PSF fil. SNOW EXPOSURE FACTOR, Ce =1.0 iv. THERMAL FACTOR, Ct 1.0 (HEATED), Ct = 1.2 (UNHEATED) F. SEISMIC DESIGN DATA, I. SITE LATITUDE, LONGITUDE = 44.059N, 122.959*W 0. SPECTRAL RESPONSE ACCELERATION PARAMETERS MAPPED DESIGN Ss 0.721 So$ 0,534 S, 0.379 SDI .0.359 G. WIND DESIGN DATA: i. ULTIMATE DESIGN WIND SPEED, Vult = 120 MPH (3 -SECOND GUST) ii. WIND EXPOSURE CATEGORY = C iii. INTERNAL PRESSURE COEFFICIENT, GCPi = +/-0.18 (ENCLOSED BUILDING) iv. COMPONENTS AND CLADDING DESIGN WIND PRESSURES: SUBSTATION 23 BUILDING EXPANSION EQUIPMENT CANOPY ROOF AT TOS EL 122'-10" (HP) SURFACE PRESSURE (PSF) LOCATION TRIBUTARY AREA (SF) 1 9 36 ROOF, ZONE 1 -31.9 -31.9 -31.9 ROOF, ZONE 2 -47.9 -47.9 -31.9 ROOF, ZONE 3 -95.8 -47.9 -31.9 ROOF, ZONE 1, 2, & 3 +26.6 +21.3 +13.3 NOTES: (1) REFERENCE ASCE 7-10 FIGURE 30.8-1 FOR MONOSLOPE FREE ROOFS WITH OBSTRUCTED WIND FLOW. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. (a = 3 FT) ELECTRICAL ROOM ROOF AT TOC EL. 107'-0" TO TOP OF FOUNDATION AT EL 89'-4" SURFACE PRESSURE (PSF) LOCATION TRIBUTARY AREA (SF) 10 50 I 100 'ROOF, ZONE 10 -25.9 -24.4 -23.7 ROOF, ZONE 2 -43.5 -32.7 -28.1 ROOF, ZONE 3 -65.4 -39.3 -28.1 ROOF, ZONE 1 2, & 3 +10.5 +9.0 +8.3 WALL, ZONE 4 -28.1 -25.4 -24.2 WALL, ZONE 5 -34.7 -29.3 -21.5 WALL, ZONES 4 & 5 (+) +25.9 +23.2 +19.3 NOTES: (1) REFERENCE ASCE 7-10 FIGURE 30.5-1 FOR ENCLOSED BUILDINGS WITH h < 60 FT, WITH A FLAT ROOF. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. (a = 3 FT) iii. SITE CLASS = C iv. SEISMIC DESIGN CATEGORY = D V. SEISMIC DESIGN PARAMETERS FOR SUBSTATION 23 BUILDING EXPANSION: (1) BASIC SEISMIC FORCE RESISTING SYSTEM CONCRETE ROOF AT EL. 107,-0- TO EQUIPMENT CANOPY ROOF AT TOS EL. 122'-10" (HP): STEEL SPECIAL CANTILEVER COLUMN SYSTEM (SCCS), R = 2 Y2, 0, =1 1/4, Cd = 2 Y2 -(2) BASIC SEISMIC FORCE RESISTING SYSTEM TOP OF FOUNDATION AT EL., 89'-4" TO CONCRETE ROOFATEL. 107'-0': STEEL ORDINARY CONCENTRIC BRACED FRAME (OCBF) R = 3 %, Qo = 2, Cd = 3'/ (3) BASIC SEISMIC FORCE RESISTING SYSTEM USED FOR DESIGN PER ASCE SECT. 12.2.3.1 FOR COMBINATION OF VERTICAL SYSTEMS = (SCCS) R = 2'/2, 00 = 1 Cd = 2 -/2 vi. SEISMIC RESPONSE COEFFICIENT, Cs = 0.214 vii. DESIGN BASE SHEAR: V (N/S & ENV) = 83 KIPS viii. ANALYSIS PROCEDURE:. EQUIVALENT LATERALFORCEN56 N55 20.1-00 (REF) 201-01 # PMS -1577-D PMS -1577-D tI w F0] CONTINUATION SEE LOWER LEFT % --- _j 01-01 1111-ilwomm-" 10 0-10005-" 111_1111�011111 cu• - - - ---i -' r. r - CU P VFD -Now PMS -1578-D LPMS-1577-1]1 IV, (SIM) 7# I 8'-8 0 2' 4# 81 12' SCALEi 1/4'_1** -01 PMS -1577 -D #5,VERT DOWELS @ 32" OC (UNO) TO MATCH VERTICAL WALL REINFORCING. SEE SECT I ON DWG PMS -1577-D .9 20' GENERAL NOTES, A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE DRAWINGS PMS -1500-D AND PMS -1501-D. B. FOR GROUNDING REQUIREMENTS SEE ELECTRICAL DRAWING PME '1572-D. KEYED NOTESi 1. DEMOLISH EXISTING CONCRETE CONTAINMENT CURB FOR HVAC UNIT. RECESS EXPOSED VERTICAL, REINFORCING BARS X' BELOW EXISTING CONCRETE SURFACE AND COAT BAR ENDS WITH EPDXY PAINT. REMOVE TOP SURFACE OF EXISTING FOUNDATION A MINIMUMOF )6' AS.REQUIRED TO PATCH FLOOR WITH SIKATOP 122 PLUS POLYMER MODIFIED REPAIR MORTAR, OR APPROVED EQUAL, 2. SEE DETAIL 11 ON DRAWING PMS -1578-D FOR NEW LEVELING PLATES FOR NEW MCC SECTION. 3. EXISTING 3' -8'x9' -0'x1'-41 THICK <+/-) PAD TO BE DEMOLISHED, 4. NEW OPENING IN EXISTING MASONRY WALL FOR NEW HVAC DUCT. SEE MASONRY WALL ELEVATIONS ON DRAWING PMS -1564-D., 5, EXISTING 2'_0&x2'-0' HVAC INTAKE OPENING TO BE FILLED-IN WITH SOLID GROUTED MASONRY. 6. OPENING IN NEW MASONRY WALL. SEE WALL ELEVATION ON DRAWING PMS -1564-D. 7. 4** -0'x3' -6'x2'-01 (+/-) STAIR LANDING PAD. TOP OF -PAD ELEVATION = 891-8' (FIELD VERIFY). BOTTOM OF PAD SHALL BE A MINIMUM, OF V-6' BELOW ASPHALT SURFACE, REINFORCE PAD WITH #5 @ 12' EW TOP AND BOTTOM WITH STANDARD HOOK AT EA END. EXISTING ASPHALT SURFACE AND; SUBdRADE REMOVED FOR NEW CONSTRUCTION'SHALL BE REPLACED PER THE RECOMMENDATIONS. OF THE PROJECT GEOTECHNICAL REPORT. 8, EXISTING DOOR TO BE REMOVED AND WALL OPENING TO BE REINFORCED WITH A. CHANNEL FRAME AND CLOSED WITH NEW 8' CMU, SEE MASONRY ELEVATIONS ON PMS -1564-D. LEGENDi INDICATES STRUCTURE TO BE DEMOLISHED. N54 C.3, _iu- --A (3) #5 DOWELS @ ALL WALL PMS -D CORNERS I've ------------------------------ ------ C3 ip, 1W (SIM) 4 �(_s a PMS -1577 3 91-80 -8' _D 4'-3' PMS Ts 7 5 t.C PmS-�-D AC -1 SEE MECH. DWG. (SIM) PMM-1516-D &. DET. -PMS-157' F -D 4/PMM-1518-D 6'0 PIN PILES SEE PRIMARY FAN PUPUMP(TYP) DWG PMS -1560-D MOTOR -MCC LINE UP %D 8' PMS -1577-D 8-01 (2) #7 x 'W - C4 EMBEDDED 3r -6Y2' 8'-0' LG TOP [YP CHANNELS (TYP) & BOTT (TYP) 23 CDICL (2) #5 DOWELS LOCATEDL 4' IN ADJACENT CELLS @ GROUND TEST 11 11 9. ft ,f_ C�o < PMS -1 594-D 00 L3 fi (TYP.) -NALL WALL ENDS AND 8 WELL SEE ELEC % z I C) (L C i JAMBS CI -EAR OPENINT DWG. PME-1572-D I r CO E3 -- --------- Ljz Icy) C3 5 Ld W-4 PMS -1564-D PMS -1577-D '-K (Sim) PRIMARY FANPU!; MP AUX. CABINET ®mss I _Isau� FOR PERMIT REVISIONS Rj 1*] 0 PMS -1157 -u - PMS -157 -D AIRLOCK SEE -SLOPE DWG, PMS -1595-D ------- CID + ------------- n _T�P�MS7 1 �W78 6 --- -- ----- -------- --- ICU PMS -15 -D TOC TOC 2 0 -EL 89,f-3# 17 EL 89'-2Y'C3 PMS -1577-D UP PMS -1577-D 3 TOC <Sim) PMS -1564-D EL 89-3' C SEE DETAIL 5 N 2 05V TOC D CU ------ k EL 89'-2Ye DWG PMS -1505 -D 21 PMS -`564-D FOR STAIR 1 ANCHORAGE 4 ODI PMS -1594-D I I EOS 8"9•-8" 8 - 0 9 L 1- 8# 8' CMU WALL GROUT F ALL WALL CELLS 111-01 1# FULL FOR, ENTIRE WALL HEIGHT (TYP) PRQFFsSPRINGFIELD PM2 G1 kcINTERNATIONAL PAPER PRODUCTIVITY IMPROVEMENT 6 1 598 3r1_ STRUCTURAL SUBSTATION 23 AREA ccRE N Containerboard Manufacturing,, Springfield, Oregon CONCRETE 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A.FDUUD611 SLAB PLAN Tel: 1-503-624-3000 Fox; 1-503-624-3001 O� 74, DRAWN BY: D, MAY 020CT15 PROJECT NO, 25PY 051 CHECKED BY: G. LITOFF 12NOV15 PMS -1561-D EEIRES: 1213112 APPROVED BY: R. MCGRUER 12NOV15 DRAWING NO. SHEET REV SCALE: AS SHOWN DATE -j PMS -1561-'D 1 OF 1 B tW-- H 1 rn 0- U �Z � 3 ty � C� CI Ca � Ej o OC V _j a Q W H Q as U 1C W D W Z T �OC W r -i >" wW 3 ix W Q �W N 1 N56 N55 • 20•-0« copy' Lo i- N nai S, 41 IL DRAWING NO. REFERENCE ELECTRICAL ROOM ROOF FRAMING PLAN 1 AT T STL. EL. 106"-4" U . N . O. -- SCALE: 1/4"=1'-0" NOTES, 1. FRAMING DESIGNATION ABBREVIATIONS SHOWN ON THIS PLAN, C12 = C12x20.7 2. ROOF LIVE LOAD & EQUIPMENT OPERATING LOADS, SEE CONCRETE ROOF PLAN DRAWING PMS -1576--D. MECHANICAL, ELECTRICAL, AND PIPING HANGING LOADS = 30 PSF REF DRAWING N0. REFERENCE REF REV BY DATE NO. NO. NO. a N56 W J h W C3 0- 1 W NO- ! z #_4 a Q PAPER PRODUCTIVITY IMPROVEMENT Ls - tW-- H 1 rn 0- U �Z � 3 ty � C� CI Ca � Ej o OC V _j a Q W H Q as U 1C W D W Z T �OC W r -i >" wW 3 ix W Q �W N 1 N56 N55 • 20•-0« copy' Lo i- N nai S, 41 IL DRAWING NO. REFERENCE ELECTRICAL ROOM ROOF FRAMING PLAN 1 AT T STL. EL. 106"-4" U . N . O. -- SCALE: 1/4"=1'-0" NOTES, 1. FRAMING DESIGNATION ABBREVIATIONS SHOWN ON THIS PLAN, C12 = C12x20.7 2. ROOF LIVE LOAD & EQUIPMENT OPERATING LOADS, SEE CONCRETE ROOF PLAN DRAWING PMS -1576--D. MECHANICAL, ELECTRICAL, AND PIPING HANGING LOADS = 30 PSF REF DRAWING N0. REFERENCE REF REV BY DATE NO. NO. NO. a N56 W J i 1 � '� _nom M C3 0- ¢ w Buz NO- ! r, SPRINGFIELD m 20,-00 --r (REF) t (2) SPA @ 10'-0' — 20'-� 0' I f 1 2' EXP 5'-6:%4' FOR OONTINUATION SEE LOWER LEFT W18x50 A GENERAL NOTES, A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE DRAWINGS PMS -1500-D AND PMS -1501-D. B. ALL SUBSTATION 23 ADDITION STRUCTURAL STEEL FRAMING AND CONNECTIONS SHALL BE SHOP AND FIELD TOUCH-UP PAINTED IN ACCORDANCE WITH INTERNATIONAL PAPER SPECIFICATIONS. C. SEE DETAIL 1/PMS-1581-D FOR TYPICAL BEAM CONNECTIONS, UNLESS NOTED OTHERWISE ON FRAMING PLANS, SECTIONS AND DETAILS, D. ALL WIDE FLANGE BEAMS SHALL HAVE %'0 x 59fs' LONG 'NELSON' TYPE S3L SHEAR CONNECTORS AT 3'-0' OC. SHEAR CONNECTORS SHALL BE FIELD INSTALLED AFTER METAL DECK IS FASTENED. E. FOR . GROUNDING REQUIREMENTS SEE ELECTRICAL DRAWING PME-1575-D. KEYED NOTES 1. EXISTING EXTERIOR STAIR DETAILED ON WEYERHAEUSER PAPER COMPANY- DRAWING PMS -1377-D TO BE RELOCATED AND RE -USED FOR SUBSTATION 23 ADDITION.ALL STEEL, PLATES, CONNECTIONS AND HANDRAIL SHALL BE HIGH PRESSURED WASHED OR ABRASIVE BLAST CLEANED AND PAINTED PER IP MILL SPECIFICATIONS. 2. THE STAIR RELOCATION CONTRACTOR SHALL PERFORM A CONDITION SURVEY OF THE GALVANIZED STEEL' GRATING TREADS AND LANDINGS. WHERE TREAD OR GRATING PANELS SHOW SIGNS OF RUST OR GALVANIZING FAILURE THEY SHALL BE CLEANED AND PAINTED AS REQUIRED FOR STRUCTURAL STEEL OR REPLACED IN-KIND. 3. ALL STEEL GRATING TREADS SHALL HAVE A FRP NON -SLIP SAFETY TREAD COVER INSTALLED PER DETAIL N54 4 ON DRAWING PMS -1505-D. -LEGEND: ® = FULL DEPTH SHEAR PLATE CONNECTION AT INDICATED END OF BEAM. _3. I . 4 ovZ o a. '� _nom M PMS -1592—D ¢ w p MOWN EMKIIIIII��Sl�l��; x C12 x 8 s PMS -1577-D a• ° OD $ 3 10 CIL!U 9 v 3 (SIM) PMS -1577-0 PMS -1577-D PMS -157 7-D SEE DRAWING Y PMS -1564-D FOR 0D W21x57 W21x57 SCUPPER OPENINGS IN BENT PL (TYP.) �► ADD CURB PL PERCU o t� SEC 9/PMS-1577--D (LIY AT OPENING (TYP) � I x tB " N ,a, W L¢L `I• cv 3 3 a v, 3 to 8 w v PMS-- 1577—D W21x57 W21x57 �..� n M 4/ Co Co VERTICAL BRACING x x DOWN. TO W.P. AT OD CK) TOP OF COLUMN 3 BASE PLATE (TYP.> W18x50 W18x50 ----------------- ------------------ - ------------------- -- W FIT 1 1 I I 1 1 U_ —1 T.O. RELOCATED i"_-11 II t t i I t t i i ! I 1 t i i 1 I ! t t I i ' , p Q 8 STAIR LANDING TO tlPMS-1592-DuItwPMS-1577-D MATCH T.O. CURB I !! t i ! I 1 ! I ! r —i , I t t++ 1 i I PMS -1592-D z I I 1 1 1 I { t 1 I i i i t i i I t ��+Qw (SIM) _____ __________ ____ ____________---___---___--- --- 1 w pa 2 3 I 2 t , , PMS-\ 592-D 7'-0' 7'-8' 11-3#11-30 FACE OF CL (E) W8x24 I CL (E) W8x31 FACE OF RELOCATED RELOCATED BENT PL STAIR SUPPORT STAIR SUPPORT BENT PL BRACKET BRACKET 0 2' 4' 8' 12' SCALES 1/4'=1'-0' B DM 18NOV15 ISSUE FOR PERMIT A DM 23OCT15 ISSUE FOR REVIEW REVISIONS Na BY DATE REVISIONS 5005 SW Meadows Rood Suite 100, Lake Oswego, OR 97035 U.S.A. Tel: 1-503-624-3000 Fox: 1-503-624-3001 IPJ Rola '� _nom M -U p p ...IIIIIIirrMIM p MOWN EMKIIIIII��Sl�l��; r, SPRINGFIELD INTERNATIONAL PAPER PRODUCTIVITY IMPROVEMENT SUBSTATION AREA �rContainerboard Manufacturing, Springfield, Oregon .00 FRAMING r 11 Lei IN 0 111111110-1�CHECKED DRAWN BY: D, MAY1001W BY: G. LITOFF ' 1 r r DRAWING• SCALE: AS O �'PMS _1562— i N5C1 z a � !w I � OR�� ".,►�®�im _�_ ��_ ate_ � �cc NE19,960INNINNININ NONE %��g4 ��_ �i —�/ �� '� S� i� � - s �r r0 I i0 min NO MENNEN LLJLd A SPRINGFIELD PM2 I W rl� ssf PR! �n1 ♦ i� STRUCTURAL wSUBSTATION 23 AREA a t CANOPY FRAMING PLAN •�� 'CHECKED �W z •'�Nos 25PY10 � a. PMS -'1563 �' ' ' v DRAWING N 0. ,� L � 1--z W 3 0- m ©� Z ¢ Z L) ,¢ Z a- oZ 0 0 Ce L) J X ¢ w a n' W W W W z = 1-4M w 0 0-1} Li 3 RELOCATE GUTTER oW AT CE> ROOF N 1V OLILI, SVS L�Ln i2w e )o a� (Dirt'ginai 3ubmi� a6_qM DRAWING NO. N56 A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE DRAWINGS PMS -1500-D AND PMS -1501-D. B. ALL SUBSTATION 23 ADDITION STRUCTURAL STEEL FRAMING AND CONNECTIONS SHALL BE. SHOPAND FIELD TOUCH-UP PAINTED IN . ACCORDANCE WITH INTERNATIONAL PAPER SPECIFICATIONS. C. SEE DETAIL 1/PMS-1581-D FOR TYPICAL BEAM CONNECTIONS, UNLESS NOTED OTHERWISE ON FRAMING PLANS, SECTIONS AND DETAILS, D. FOR GROUNDING REQUIREMENTS FOR NEW STEEL COLUMNS SEE ELECTRICAL DRAWING PME-1575-D. KEYEILNOT.ESt 1. FIBERGLASS REINFORCED PLASTIC (FRP) ROOF PANELS SHALL BE TUFF SPAN FRP SERIES FM13, PROFILE' 7:2x1.5; MANUFACTURED BY ENDURO COMPOSITES - OR APPROVED EQUAL. FURNISH ROOF PANELS IN 36' WIDTH. FASTEN TO . STRUCTURAL STEEL WITH S.S. :SELF TAPPING SCREWS & WASHERS PER I'MANUFACTURER'S WRITTEN INSTRUCTIONS,. - LEG ♦ = FULL DEPTH SHEAR ;PLATE CONNECTION AT INDICATED END OF BEAM. N 5 5) N54 20'-0' (REF) (REF) i t---------------------------------- ---------=------------------------ J ! I tL L7 N11 , Z >- {4).-:�PA @ 5'-0' = 20'-t0' (4) SPA @ 5'-11Y2 = 23'-10' 4 �¢—j f CLS- Y� C3 L) �0Li AQ 9 10 i 11 1p 9 Alm t I LJ C3 PMS -1594-D PMS -1594-D PMS -1594-D PMS -1594-D `.� PMS -1594-D PMS -1594-D t 0C WT4x9 C-) ° i i<� FOR CONITINUATION SEE LO ER - - rLEFT OUTRIGGER <TYP> _ _' _ _ - t.��-t■- L2x2x3/8 iu WT4x9 <-) L2x2x3 OUTRIGGER CTYP)� 4 TOS (HP) W10x26 W10x26 PMS -1592-0 EL 122'-10' OD 14 x r. .., N co k9 PMS -1594-D 3 3•.� 00 r. . 3 00 F W10x26 W10x26 r! CU Li LO ko CU OD CL CV) ! x p�+ o x)"OA cu CU X 3 41 p 4+9 r, 3 3 3•� 3 v 14 . W10x26W10x26 PMS -1594 -Dr ♦ , Li 1T r A oOXD Co o 9 j ��9 12 g�9 X 74,;A �3 PMS -1594-D r`�'•� PMS`94-0YP> r`3•� t , � . {LP> bJ10x2b W10x26 TOSEL 122`-5W 2 �- PMS -1592-D a- w �Z t %LL 6' 10`-0' 10'-0' il'-1i' 11`_11• �o o a. EDGE OF FRP 6 w�- ROOF DECK EDGE OF FRP A C3 PLATE ROOF DECK Li PLATE i 3 PMS -\1592-D PMS -1592--D CANOPY FRAMING PLAN AT TOS EL 122'--10" (HP) rl"N TOS EL SLOPES, SEE PLAN -- SCALE: 1 /4"-1'-0" NOTES 1. ROOF LIVE LOAD =.25 PSF MECHANICAL, ELECTRICAL, AND PIPING HANGINGr LOAD ALLOWANCE = 15. PSF EQUIPMENT LOADS NONE B DM 18NOV15 ISSUE FOR PERMIT A DM 1230CT15 ISSUE FOR REVIEW REEREF REVREV REFERENCE DRAINING NO. REFERENCE ` BY DATE REVISIONS BY DATE REVISIONS NO. NO. NO. NO. A � *, J COIBS 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. Tel: 1-503-624-3000 Fox: 1-503-624-3001 0 2' 4' 8' 12' SCALEi 1/4'=1'-0' I � OR�� ".,►�®�im _�_ ��_ ate_ � �cc NE19,960INNINNININ NONE %��g4 ��_ �i —�/ �� '� S� i� � - s �r r0 I i0 min NO MENNEN SPRINGFIELD PM2 I INTERNl l1 Cqj Li ssf PR! �n1 ♦ i� STRUCTURAL wSUBSTATION 23 AREA Containerboard Manufacturing, Springfield, Oregon CANOPY FRAMING PLAN •�� 'CHECKED ice` i i •'�Nos 25PY10 :rLt PMS -'1563 �' ' ' DRAWING N 0. ,� CL (E) COL CL SCUPPER L 1"-6* N56 CL SCUPPER TOS TOS - EL 122"-5W EL 122$-5X# 'TO CURB EL 1071-80 TOS EL 106'-4' TO BOND BEAM EL 1061_0# TO BOND BEAM L TO BOND BEAM EL 1021-C& TO BOND BEAM EL 98.1-0# —VERT WALL REINF (TYP) BOND BEAM REINF (TYP) TO BOND BEAM EL 941-00 TO CURB EL 1071-8# fas EL 106'-4' N55 201-00 231-10# CL SCUPPER CL SCUPPER 1_00 L F It- IV 1'�I! I EL 90 TOC 4- -4 EL 89'#-4# (2) #5 @ 1 t t t 1 1 1 l 1 l 1 EOCs91-4' 1 1 1 1 1 1 1 30, O.C. --- 1 #5 DWLS ---------------------------- (TYP) REINF ANCHOR SEE DWG' DWL'S @ 32' OC PMS -1561-D GENERA NOTESi A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS 18"-6& SEE DRAWINGS PMS -1500-D AND PMS -1501-D. KEYED NOTES, CL SCUPPER CL SCUPPER L 61-01 6.1-00 TOS 1. RELOCATED EXISTING STAIR SUPPORTS SHALL BE EL 1221-100 CLEANED, AND PAINTED AS REQUIRED BY IP. PROVIDE TOS 1 NEW %#0 x 1'-0' LONG, ALL THREADED SS RODS & EL 122 -*-5X' _W12 a__� HEAVY HEX NUTS W/ HILTI HIT-HY 70. SEE EXISTING SECTION C & D ON DRAWING PMS -1377-D. 2. SEE DETAIL 11, THIS DRAWING FOR TYPICAL DOOR FRAME.. 2'-0' 11Y2 3. 2** -0' SQUARE OPENING IN NEW MASONRY WALL. SEE OPNG DETAIL 7 ON DRAWING PMS -1578 FOR CHANNEL, FRAME I IN NEW CMU. FIXED GUARDRAIL Co 4, NEW 3'-10'x2'-3' OPENING IN EXISTING MASONRY WALL 8x4- SCUPPER FOR NEW HVAC DUCT .SEE. W EE. DETAIL 8 ON PMS -1578-D FOR CHANNEL FRAME IN EXISTING CMU, INV EL 107'-0' (TYP) 1 5. NEW 2'-8'xW-8" OPENING IN EXISTING MASONRY WALL C FOR NEW CABLE TRAY SEE DETAIL 9 ON DRAWING -- T ------- -- PMS -1578-D FOR CHANNEL FRAME IN EXISTING CMU. --------- - TO CURB I TO BOND BEAM EL 107'-8' 1 EL 1061-0' -------- 0 TO BOND BEAM TOS _4 ------------ 6�1_ ED Z. I EL 106' -0' TO A 0 z EL 106"-4' F 6-4 z 3t C� I Ld 0- C3 2 BOND BEAM 0C 2-#5 Ld 1021-00 _j - --------------- 81-01 GENERA NOTESi A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS 18"-6& SEE DRAWINGS PMS -1500-D AND PMS -1501-D. KEYED NOTES, CL SCUPPER CL SCUPPER L 61-01 6.1-00 TOS 1. RELOCATED EXISTING STAIR SUPPORTS SHALL BE EL 1221-100 CLEANED, AND PAINTED AS REQUIRED BY IP. PROVIDE TOS 1 NEW %#0 x 1'-0' LONG, ALL THREADED SS RODS & EL 122 -*-5X' _W12 a__� HEAVY HEX NUTS W/ HILTI HIT-HY 70. SEE EXISTING SECTION C & D ON DRAWING PMS -1377-D. 2. SEE DETAIL 11, THIS DRAWING FOR TYPICAL DOOR FRAME.. 2'-0' 11Y2 3. 2** -0' SQUARE OPENING IN NEW MASONRY WALL. SEE OPNG DETAIL 7 ON DRAWING PMS -1578 FOR CHANNEL, FRAME I IN NEW CMU. FIXED GUARDRAIL Co 4, NEW 3'-10'x2'-3' OPENING IN EXISTING MASONRY WALL 8x4- SCUPPER FOR NEW HVAC DUCT .SEE. W EE. DETAIL 8 ON PMS -1578-D FOR CHANNEL FRAME IN EXISTING CMU, INV EL 107'-0' (TYP) 1 5. NEW 2'-8'xW-8" OPENING IN EXISTING MASONRY WALL C FOR NEW CABLE TRAY SEE DETAIL 9 ON DRAWING -- T ------- -- PMS -1578-D FOR CHANNEL FRAME IN EXISTING CMU. --------- - TO CURB I TO BOND BEAM EL 107'-8' 1 EL 1061-0' -------- 0 TO BOND BEAM TOS _4 ------------ 6�1_ ED Z. I EL 106' -0' TO BOND BEAM EL 106"-4' F EL REINFORCING TO BOND BEAM (FW 2-#5 EL 1021-00 32' TO BOND BEAM EL 981-0# PMS- 1561 -D SCALE: 3/16"=1'-0" TO BOND BEAM BOND BEAM EL 941-00 98'-0 TO BOND BEAM DOOR FRAME EL 90'-0 FIELD DRILL WO HOLES IN 11 23"-10' TOC 201-0.0 TO EL 89"-4' TO CURB EL 107'-8' TOS EL 106'-4# L TO BOND BEAM EL 106.,-0, 1 TO BOND BEAM EL TO BOND BEAM EL 102'-0' TO BOND BEAM EL 98.1-01 TO BOND BEAM EL 944-01 TO BOND BEAM EL 90,_00 TOC EL 89'-4' #5 DWLS tTYP) ­/ EAST ELEVATION Nov 3 7015, PMS— 1561 —D SCALE: 3/16"=1'-0-" 0,f i g S, u b t I it t,5 I DRAWING NO. REFERENCE NO. REF REF REV DRAWING NO. REFERENCE NO. NO. BY DATE REVISIONS SECTION SCALE: 1 1 /2" = 1'-0" 21 _PL Wx41x0'-4' 24, 0C (E) CMU PL: W/(l) %'0 HOLE FOR (1) A WO x 8' SS LG THRD`D L A- -------- ---- -ROD USING HILTI HY 70 MAX (5W EMBED) PART PEN ----------------- 1/2 (3/8) BTC -P4 C9 (FIELD WELD TO 9fe HEADER PL) SECTION SCALE: 1 1/2" = V-0" • (2)'#5 x CONT CLR / 7 TYPICAL BOND BEAM SCALE: NTS B DM 18NOV15 ISSUE FOR PERMIT A DM 230CT15 ISSUE FOR REVIEW omwom" REV BY DATE REVISIONS NO. #5 DWLS (TYP) v -C 'Ir VIP DIMENSION OD' DIMENSION 1B# REINFORCING CLEAR OPENING 8' (FW 2-#5 ILII 16, 32' NORTH ELEVATION 2 WEST ELEVATION EL PMS- 1561 -D SCALE: 3/16"=1'-0" PMS -1561-D sCALE,3/16"=1'-0" TO BOND BEAM N55 N56 EL 98'-0 (E) C8 TYPICAL DOOR FRAME SS FLASHING G V`` A FIELD DRILL WO HOLES IN 11 23"-10' 94'-0' 201-0.0 TO Citi_ I L . L We PL FOR %`0 x 8' LG 1111011mmimmimm1immm Im If imnimmmmmmill m Im Irm, -1 CLOSURE PL r --I- ,`•__r_-' SS THREADED RODS 24, I IIII, CL SCUPPER A_ 4 Y4x41x9'-8' -r-. _7 4 T . . r .- r OC USING HILTI HY 70 MAX (5W EMBED) (STAGGER' 8,-0, PART 'PEN I LOCATION WITH EXIST TOS BTC -P4 f4 THRU-BOLTS) EL 122 1-10, W10 --- ---- W10 -------- (TYP) 1/2 (3/8) L • L-41 FIELD VERIFY BOTT OF COURSE EL PART BTC -P4PEN HEADER PL .1-101F -3 7' (TYP) 1/2 (3/8) 9(6!X10X'X91-8' ti _OPNG_ PL %x4'x0"-61 R I 24' OC EA SIDE FIXED GUARDAIL NEW CMU IN -FILL STAGGERED C) 1 I CD 1. > - 4 4- • TO CURB EL 107'-8' TOS EL 106'-4# L TO BOND BEAM EL 106.,-0, 1 TO BOND BEAM EL TO BOND BEAM EL 102'-0' TO BOND BEAM EL 98.1-01 TO BOND BEAM EL 944-01 TO BOND BEAM EL 90,_00 TOC EL 89'-4' #5 DWLS tTYP) ­/ EAST ELEVATION Nov 3 7015, PMS— 1561 —D SCALE: 3/16"=1'-0-" 0,f i g S, u b t I it t,5 I DRAWING NO. REFERENCE NO. REF REF REV DRAWING NO. REFERENCE NO. NO. BY DATE REVISIONS SECTION SCALE: 1 1 /2" = 1'-0" 21 _PL Wx41x0'-4' 24, 0C (E) CMU PL: W/(l) %'0 HOLE FOR (1) A WO x 8' SS LG THRD`D L A- -------- ---- -ROD USING HILTI HY 70 MAX (5W EMBED) PART PEN ----------------- 1/2 (3/8) BTC -P4 C9 (FIELD WELD TO 9fe HEADER PL) SECTION SCALE: 1 1/2" = V-0" • (2)'#5 x CONT CLR / 7 TYPICAL BOND BEAM SCALE: NTS B DM 18NOV15 ISSUE FOR PERMIT A DM 230CT15 ISSUE FOR REVIEW omwom" REV BY DATE REVISIONS NO. #5 DWLS (TYP) OPNG SOUTH ELEVATION PMS --1 ,561—D SCALE: 3/16"=1'-0" I:4RK,&1111;1g CONC. BLOCK LINTEL SCHEDULE (FOR 8' TO 12' BLOCK WALL THICKNESS) WIDTH OF OPENING DIMENSION OD' DIMENSION 1B# REINFORCING 2'-0' TO 7'-11' 8' 24' 2-#5 ILII 16, 32' i{�t�a�ilit�nitimmilii�{�ilm�1�" BOTT OF OPENING ON SECTIONS EL 1021_0# riff TO BOND BEAM EL 98'-0 10* D TYPICAL DOOR FRAME TO mono 11 KnIgn 94'-0' TO Citi_ I E m m LA a M 0 a m m -a m0NLEA I Pi Immil , 1111011mmimmimm1immm Im If imnimmmmmmill m Im Irm, LIIiLIL 11R1LN=LN=11•=MW I IIII, CD CU REINFORCING1 OPNG SOUTH ELEVATION PMS --1 ,561—D SCALE: 3/16"=1'-0" I:4RK,&1111;1g CONC. BLOCK LINTEL SCHEDULE (FOR 8' TO 12' BLOCK WALL THICKNESS) WIDTH OF OPENING DIMENSION OD' DIMENSION 1B# REINFORCING 2'-0' TO 7'-11' 8' 24' 2-#5 8'-0' TO 10'-0' 16, 32' 2-#6 BOTT OF OPENING ON SECTIONS EL TYPICAL LINTEL DETAIL SCALE: NTS • t- d UJI LINTEL z REINFORCING BLOCK WALL THICKNESS TYPICAL. I)ILOALt'. I =I _U Z J C* .01BS 5005 SIH Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. Tel: 1-503-624-3000 Fox: 1-503-624-3001 SEE LINTEL SCHEDULE FOR HORIZ REINF---"*, TRIANGLE WIRE TIES W6'0 GALV WIRE I'x6'x7' LG (3) EA (MIN) PER SIDE---,, JAMB REINF BARS (TYP) C9x13.4 DOOR FRAME ALL WELDED CONSTRUCTION W/ MITERED CORNERS GRIND EXPOSED WELDS SMOOTH WELD -ON ADJUSTABLE ANCHOR WO STL ROD 9' LONG W/ V OFFSET & 4' ADJUSTMENT (TYP)----- WALL CORNER TYPICAL CONCRETE BLOCK REINFORCING DETAIL SCALE:NTS CU E3 TO BOND BEAM EL 104'-8' L23kx2311kxY4 x 0'-6' LG W/(2) WO KWIK BOLT TO BOND BEAM & CLEAR- OPENING, TZ (3Y4' EMBED) EA BOTT OF OPENING ON SECTIONS EL 1021_0# riff TO BOND BEAM EL 98'-0 10* D TYPICAL DOOR FRAME TO BOND BEAM 'EL 94'-0' TO BOND BEAM EL 90'-0' HORIZONTAL • CD CU REINFORCING1 SEE LINTEL SCHEDULE FOR HORIZ REINF---"*, TRIANGLE WIRE TIES W6'0 GALV WIRE I'x6'x7' LG (3) EA (MIN) PER SIDE---,, JAMB REINF BARS (TYP) C9x13.4 DOOR FRAME ALL WELDED CONSTRUCTION W/ MITERED CORNERS GRIND EXPOSED WELDS SMOOTH WELD -ON ADJUSTABLE ANCHOR WO STL ROD 9' LONG W/ V OFFSET & 4' ADJUSTMENT (TYP)----- WALL CORNER TYPICAL CONCRETE BLOCK REINFORCING DETAIL SCALE:NTS I W z 0 L) z 0 tj z z 0- L T_ I= L) W.ALL: N I b NOT MR 0 4" 8# 1-2 16' SCALE, 3/16'=1'-0' 1 1 1 1 1 1 1 1 0 3" 6" 9" 1' 2# SCALEs 1 1/2'=1'-01 -1-D PROFFsSPRINGFIELD PM2 GIN INTERNATIONAL PAPER PRODUCTIVITY IMPROVEMENT STRUCTURAL 6 59 SUBSTATION 23 AREA Containerboard Manufacturing, Springfield, Oregon MASONRY WALL ELEVS & SECT'S DRAWN BY: D, MAY 08OCT15 PROJECT,NO. 25PY10511 Mac' IVIS.Ig CHECKED BY: G. LITOFF 12NOV15 FILE: 'PMS'1564-D WIRE S: 12/3112016 APPROVED BY: R. MCGRUER 12NOV15 DRAWING NO. SHEET REV ISCALE: 1. AS SH . OWN I DATE PMS -1564-8i 1 OF 1 1B L23kx2311kxY4 x 0'-6' LG W/(2) WO KWIK BOLT i CLEAR- OPENING, TZ (3Y4' EMBED) EA ON SECTIONS SIDE riff ------------- 11 TYPICAL DOOR FRAME I W z 0 L) z 0 tj z z 0- L T_ I= L) W.ALL: N I b NOT MR 0 4" 8# 1-2 16' SCALE, 3/16'=1'-0' 1 1 1 1 1 1 1 1 0 3" 6" 9" 1' 2# SCALEs 1 1/2'=1'-01 -1-D PROFFsSPRINGFIELD PM2 GIN INTERNATIONAL PAPER PRODUCTIVITY IMPROVEMENT STRUCTURAL 6 59 SUBSTATION 23 AREA Containerboard Manufacturing, Springfield, Oregon MASONRY WALL ELEVS & SECT'S DRAWN BY: D, MAY 08OCT15 PROJECT,NO. 25PY10511 Mac' IVIS.Ig CHECKED BY: G. LITOFF 12NOV15 FILE: 'PMS'1564-D WIRE S: 12/3112016 APPROVED BY: R. MCGRUER 12NOV15 DRAWING NO. SHEET REV ISCALE: 1. AS SH . OWN I DATE PMS -1564-8i 1 OF 1 1B Z st Q �-- n- wL3 tt! Z Z v¢ vix A 0 O Z (Y a- oZ op oeU Jm ¢w 0- mm Q. J N GJ :D W U) ¢ Z S W H } 1.1.1 w3 C3 00 N 1 I N56 201-0r (REF) 20'_0# ELECTRICAL ROOM CONCRETE ROOF 1 SLAB PLAN AT TOC EL 107,-0„(UNO — SCALE: /4"=V-0" NOTES, 1. ROOF SLAB. LIVE LOAD = 250 PSF 2. TOS REFERENCE EL (-8') FROM TOP OF FINISHED ROOF }� �� S"'O�� � SLAB <UNO) anplvevf �w 3. SEE DRAWING PMS -1595-D. FOR BUILT-UP ROOF SLOPES AND WATERPROOFING MEMEBRANE, 1awn"uIaA Pw QL IAV 901 EQUIPMENT OPERATING WEIGHTS SWITCHGEAR 15,000 LB TRANSFORMER 27,000 LB PRIMARY SWITCH & AUX BUS 7,000 LB AIR PRESSURIZATION UNIT 5,000 LB N56 rN5 oaf GENERAL NOTES: A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE DRAWINGS PMS -1500-D AND PMS -1501-D. B. FOR GROUNDING OF SUBSTATION 23 ADDITION SEE ELECTRICAL DRAWING PME-1575-D. KEY�.NAT_� 1. 6' NWC OVER W2 FORMLOCK DECK, REINF W/ #5@12' OC EW TOP & BOTTOM .(TOTAL THICKNESS = 8'0- SEE SECTION 7 ON 'DRAWING PMS -1577—D) 2. DEMOLISH EXISTING CONCRETE ROOF CURB AND GUARDRAIL. RECESS EXPOSED VERTICAL REINFORCING BARS X' BELOW EXISTING LCONCRETE SURFACE AND COAT BAR ENDS WITH EPDXY PAINT. REMOVE TOP SURFACE OF EXISTING CONCRETE A MINIMUM OF W AS REQUIRED TO PATCH CONCRETE FLOOR WITH SIKATOP 122 PLUS POLYMER MODIFIED REPAIR MORTAR, OR APPROVED EQUAL, 3. DEMOLISH EXISTING ELECTRICAL CABINET STEEL FRAME AND PAD. RECESS EXPOSED VERTICAL REINFORCING BARS X' BELOW EXISTING CONCRETE SURFACE AND COAT BAR ENDS WITH. EPDXY PAINT.' REMOVE TOP SURFACE OF EXISTING CONCRETE A MINIMUM OF X' AS "REQUIRED TO PATCH CONCRETE FLOOR L WITH SIKATOP 122 PLUS POLYMER MODIFIED REPAIR MORTAR,' OR APPROVED EQUAL, N541 �J (2)l SPA @ 10'-0' = 20'40' ! 23'-10' { I I 1 I 15'-3' I I I I FIXED GUARDRAIL OM l l ! I 1 4 C)L_ { I l PMS -1564-11 ¢ v FOR CONTINUAlTION SEE LOWER LEFT I PMS -1577—D �- tU W4-1 — — — — — --- ---� — -' I 0 JACO" 5005 SW Meadows Road Suite 100, lake Oswego, OR 97035 U.S.A. Tel: 1-503-624-3000 Fax: 1-503-624-3001 IL ■■■■i ■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■...ii ■....i� �■.. �.ii �... --�12.9:01 MMINI■ MONO EMMM MMME ®NNE 010f N■ iMgSM�■I.� ■. r SM ■ I Kr=Y PUN SPRINGFIELD PM2 INTERNATIONALI& PAPER PRODUCTIVITY IMPROVEMENT STRUCTURAL SUBSTATION 23 AREA Containerboard Manufacturing, Springfield, Oregon CONCRETE ROOF PLAN, SECT'S & DET'S DRAWN BY: D. MAY 050CT15 PROJECT NO, 25PY1051 CHECKED BY: G, LITOFF 12NOV15 FILE: PMS -1576-D APPROVED BY: R. MCGRUER 12NDV15 . DRAWING NO. SHEET REV SCALE: AS SHOWN DATE PMS -1576—D 1 of 1 B — -- - �.�-:�_ — _----i M 7# 9'-3 ' i I 10 PMS -1577-D L3C") F9ROF ( o Z (1) #5 BAR TOP --4 °a PMS-- 1577-D SLB (TYP) 6._2r I n.- JjIjk'FjL9- ISSUE FOR PERMIT DRAWING .. �I O REFERENCE • � R • N DRAWING --------------- REFERENCE r • • � ; i t S � j REVISIONS Lr) V Q 1 5`-63/x' 3i -4r I I I I IED v°', OPNG l I M I ..._.. -- — — — — _----" — — — — —{ --.---f—.._..__ -I J ``' g SIM C4 EMBEDDED PRIMARY SWITCH AUX. f _ m �p ¢ o " PMS -1577-D CHANNELS <TYP> BUS o 11 ( D 11 PMS -1577-p I cu N SWITCHGEAR TRANSFORMER�--� PMS -15T7 -0F1 AIR 1 ra PRESSURIZATION � l x UNIT I i f 1 I 1 ! Cut 1 s PMS -1577-D 6'-1' j i �'.►� (SIM) I 31_0r 4i -0o I N I " ( }1PNG CU,4 1 � jl _— — 11 I I l I i I{ I �{ I 1 f I I I l I Il I! I I I I l 11 I U_ I l l I I I PMS -1564-p Y s IIII`� I PI AS -1564-D ! U 5 L) PMS -1577 -D �-' ¢ 2 PMS -1564-D 7 7f -8r CL (E) W8 CL (E) W8 r RELOCATED RELOCATED 1-3 r FACE OF STAIR SUPPORT STAIR SUPPORT FACE OF CURB BRACKET BRACKET CURB 46'-4' REMOVABLE GUARDRAIL 0 2' 4' 8' 12' SCALE, 1/4'=1'-0' 11 JACO" 5005 SW Meadows Road Suite 100, lake Oswego, OR 97035 U.S.A. Tel: 1-503-624-3000 Fax: 1-503-624-3001 IL ■■■■i ■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■...ii ■....i� �■.. �.ii �... --�12.9:01 MMINI■ MONO EMMM MMME ®NNE 010f N■ iMgSM�■I.� ■. r SM ■ I Kr=Y PUN SPRINGFIELD PM2 INTERNATIONALI& PAPER PRODUCTIVITY IMPROVEMENT STRUCTURAL SUBSTATION 23 AREA Containerboard Manufacturing, Springfield, Oregon CONCRETE ROOF PLAN, SECT'S & DET'S DRAWN BY: D. MAY 050CT15 PROJECT NO, 25PY1051 CHECKED BY: G, LITOFF 12NOV15 FILE: PMS -1576-D APPROVED BY: R. MCGRUER 12NDV15 . DRAWING NO. SHEET REV SCALE: AS SHOWN DATE PMS -1576—D 1 of 1 B I n.- JjIjk'FjL9- ISSUE FOR PERMIT DRAWING .. �I O REFERENCE • � R • N DRAWING --------------- REFERENCE r • • � ; i t S � j REVISIONS JACO" 5005 SW Meadows Road Suite 100, lake Oswego, OR 97035 U.S.A. Tel: 1-503-624-3000 Fax: 1-503-624-3001 IL ■■■■i ■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■...ii ■....i� �■.. �.ii �... --�12.9:01 MMINI■ MONO EMMM MMME ®NNE 010f N■ iMgSM�■I.� ■. r SM ■ I Kr=Y PUN SPRINGFIELD PM2 INTERNATIONALI& PAPER PRODUCTIVITY IMPROVEMENT STRUCTURAL SUBSTATION 23 AREA Containerboard Manufacturing, Springfield, Oregon CONCRETE ROOF PLAN, SECT'S & DET'S DRAWN BY: D. MAY 050CT15 PROJECT NO, 25PY1051 CHECKED BY: G, LITOFF 12NOV15 FILE: PMS -1576-D APPROVED BY: R. MCGRUER 12NDV15 . DRAWING NO. SHEET REV SCALE: AS SHOWN DATE PMS -1576—D 1 of 1 B CL PILE CL COL NOT SHOWN GEN.ER6L i`iO.TESr FOR CLARITY A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS 3" SEE PLAN FOR SEE DRAWINGS PMS -1500-D AND PMS -1501-D. EDGE OF SLAB CL PILE & 8' CMU t COL #8 TOP BARS TO BE , #5 DWL x 4'-8' LG W/ I CONT THROUGH SHEAR 1 -0 STD HOOK t24' EMBED).KEY POCKET & GROUTED. MATCH VERT REINF 1" s WITH 'BASE PLATE -- tE> 8" CMU SPACING %00 - SEE SECT 1, THIS ' CU -� #8 @ 9 OC EW L3X3X3/8 X READ, W EXP JT DWG FOR TYP FDN MINOR ADJUSTMENT OF REINFORCING � t-, #8 TOP BAR SPACING TOP & BUT W/ N (E) L3 STD HOOKS EA END MATCH OPENING MATERIAL WITH L3X3X3/8 X 8 -0 , JOINT SEALANT CTR ON (E) OPNG PERMITTED TO AVOID TOC TOC - SHEAR KEY POCKET OIL EL 89'-4' -4" CHAMFER TOP OF CONCTOP OF CONC TOP OF (E) CONC EL 89'-4" EXTERIOR SLAB - - _ - - _ - - #7 CONT @ PERIMETER n . j W/MATCHING CORNER -BARS � -m .. Y2'0x4'LG v M � M n4 `� x 4" LG ° CONC ANCHORS �o , iU °. FIN GRADE CONC ANCHORS ° y o @ i8" OC . h iv _ _ 18 OC 4 n _ a 4 c� a, n ! • o. a —I 1 y l ✓ ° ° - :a n BUTT OF TURN -DOWN vQ a Q �Q ; z ° #7 @ 9" OC A MIN OF 1'-6• BELOW n Q Q G n .. Q Q THOROUGHLY CLEAN EXIST i- - - -- - - i1­4� -�!' ' FINISH GRADE 4 FAN SURFACE & APPLY A f FORM RELEASE AGENT I I! EXTERIOR PRIOR TO PLACING CONC +i _ FACE OF FOR NEW PILE CAP FDN (4) #8 x CONT 3 G_ ( J � CONC FDN BASE ROCK AND I I4 I - (I t W/ MATCHING STRUCTURAL FILL -1_ i 1 i1- L CORNER BARS AS REQUIRED FOR_ FND PILE CAP 2 SECTION 3 SECTION 4 SECTION CONSTRUCTION 1'-0' 1'-0" PMS -1561-D scALE: � "=l' -o" PMS -1561-D SCALE: 1 "=1'-0" PMS- 1561-D SCALE: 1 /2"=1'-0" SEE DRAWINGS PMS -1661-D & PMS -1564-D FOR �----� �---�' �---�' MASONRY WALL REINF CL BEAM GUARDRAIL -SEE 1 SECTION SEE PLAN DWG PMS -1505-D "_ " SLOPED MORTAR TOPPING N (2) #4 x CONT @ • % SHEAR CONNECTORS, CURB W/ MATCHING PMS --1561—D sCALE:1 2 —� -0 8 1 _6 SEE NOTE D ON DWG AND WATERPROOFING, SEE CORNER BARS IX'O GROUT HOLES @ 24' OC PMS -1562-D DWG PMS -1595-13 ALT W/ STUD ANCHORS W2 FORMLOK DECK, #5 @ 12' OC EW TOP , & BUTT SLAB REINF Ya'O x 6' LONG CONT BENT PL 9f6' SEE PLAN C4x5.4 TOC v SEE STRUCT NOTES HEADED STUDS ., TOC EL 107'-0' r- �---.,-:,,,,.-:.,:. - :' -- T.q, CU @ 24 OC VARIES #4 @ 12' OC EW rv--- R :- �_ n B N CHAMFER (TYP) 1 n n - 107 -" a (2) #5 x CONT @ 2'-0N 4 0 n 7 PERIMETER OF SLAB CLR 4 n a n' a U 4, A_ . oQ n #4@12"OC Q C • v 4 d a ° TOC I - TOP & BUTT W/ o ROUGHEN CONC & n n 4 EL 107 0 e a W MATCHING CORNER BARS N APPLY BONDING d 4 '- N TOC " AGENT L a a . 4 �. 4 -�- a° Ak EL 89'-4' 4 Q Q a° TOS v W 6 Q a n n_EL 106'-4°FOR BEAM SIZE, 8" #4 @ 12' OC REINF DOWEL ANCHORS AT PERIMETER OF LWO x 4W LG NELSON STUD SEE PLAN BENT PL 1/4 2-b (H4L) ON CL OF C4 @ 24" 1/4 2-6 as PAD. INSTALL USING HILTI OC & FIELD LEVEL CHANNEL HIT -RE 500 -SD ADHESIVE D FOR BEAM SIZE, PART PEN (EMBED=5W) SEE PLAN 1/2 (3/8) BTC -P4 %"x6'xO'-6' PL r5_�'� SECTION SECTION 7 SECTION @ 24' OC PMS- 1561-D SCALE: 1/2'=1'-0" PMS- 1561-D SCALE:1"=1'-a" PMS -1576--D SCALE: 1" V-101" 3 -SIDES 5/16 • , *' Lbx332x% (LLH) x0'-6' LG @ 24' OC (TYP) SEE SECT L 21 THIS DWG CL W18 CL (E) W21 6" SEE 4y' SEE PLAN W18 (E) W21 YP PLAN 8 SECTION BENT PL Y' I 0'-3° SHOP DRILL W CHKRD PMS --1576---D SCALE: 1 "=1'-0" PL FOR WO x 0'-3' LG 8N ) FOR EQUIPMENT, SEE r+ BENT PL 3'4" 1'-6' SS COUNTER -SUNK 0'-5" (3 -SIDES) #4 ` x CONT W/ SCREWS @ 24' OC. I MECH &ELECT DRAWINGS MATCHING CORNER BARS '~ BENT PL 9J6' 3'. Yz"x10'x10'.-0' LG SECTIONS OF T.O. CURB #4 DWL'S I OIL EL 107'-4' @ 12' OC CHECKERED PL WITH BEVELED (TYP) 1/4 I 7' FADED STUDS ENDS. BUTT WELDED IN FIELD i'. TOC — q 32' CHKRD PL TOC 1 N @ 24" OC (TYP) I 4 EMBEDI D CHANNEL,CLR EL 10T-0" JOINT COVER EL 107 —0 --- -�.---->-. :. :.�. < ,� :a. w . -- SEEPLANFOR OC OIL 3' CHAMFER (TYP) _� #4@121OC EW TOS �. EL 106,-41 et _ _ _ - ROUGHEN CONC & APPLY, ' - - - -- I- - - -�-� - _ -� -�— _ BONDING AGENT c� 'j � Copy F� _T r = --� BENT PL ` FIELD DRILL NEW CONC n n 3" x b" LONG 1/4 II T �� �a'aLAy HEADED STUDS , . { 1/4 �- i �. TOC J l 1Gt,� (ZeVi s'n"gip#kk� @ 24" OC CTYP)> tYt II SLAB FOR HILTI HIS—RN EL 107'-0' tv�rc�ao,nu� n C12 �� �— F C _ _` I Aik %'0 X 4Y4" INTERNALLY a - a a _ THREADED INSERTS @ a p� a 4 1/4 U ` ! 11 24' OC USING CHKRD PL n 1c Q q ` J t aj o i k I I n �r ' `1 ( i't3€€iiat2c-- H I AS A TEMPLATE ° R r �:I -. t- R=:=8 N 8 #4 @ 12 OC REINF DOWEL v� { l ANCHORS, AT PERIMETER OF� ao NOT FOR PAD. INSTALL USING HILTI 1/4 21 --�--.` 2' HIT -RE 500 -SD ADHESIVE BUILDING (EMBED = 5W) O 11 2' BUILDING' EXP JT EXP JT SCALE, 1/2'=1'-0' 4 6 r9_'N� SECTION 10 SECTION 11 SECTION o 1. 2' 3, PMS- 1576.-D SCALE: 1 "=1'-0" PMS- 1576-D SCALE:1 "=1'-0" PMS- 1576-D SCALE: 1 "=1'-0" SCALEr 1'=1'-0• G— PRQ,cF< SPRINGFIELD PM2 GtN� Ssi INTERNATIONAL PAPER PRODUCTIVITY IMPROVEMENT STRUCTURAL 61 98 h r CONCRETE L Containerboard Manufacturing, Springfield, Oregon SECTIONS & DETAILS 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. GON B DM 18NOV15 ISSUE FOR PERMIT Tei: 1-503-6e4-3000 fax: 1-503-6e4-3001 �0� z4,�QQq J�4- DRAWN BY: D. MAY 020CT15 PROJECT NO. 25PY1051 A DM 23DCT15 ISSUE FOR REVIEW Y CHECKED BY: G. LITOFF 12NOV15 FILE: PMS -1577—D M. MCG �{ �S' DRAWING NO. REFERENCE REF DRAWING NO. REFERENCE REF REV gY DATE REVISIONS REV BY DATE REVISIONS APPROVED BY: R. MCGRUER 12NOV15 DRAWING N0. SHEET REV. No. N0. No. NO. PfREs: 1213112016 SCALE: AS SHOWN DATE PMS -1577—D 1 OF 1 B , SEE DET N56 3)Vx3'xi'-4' RECESSED POCKET IN TOP OF FDN. PRIMARY N55 #8 BARS TO BE CONT -•� THROUGH POCKET ' ----- -j------ - ----- r---- -- ------ r----___ i 1A II` N i + 1 t MINOR ADJUSTMENT ------- -�------- ----+- - -- i-+--- 3 I 00 •' , , 1 OF #8 FDN REINF t + I I SPACING PERMITTED- �= i --- ►- —r _ -r- _----r-------i----_--i-------i----___177 - i - , - - i ► v - + TO AVOID SHEAR `I _ i LUG AND ANCHOR I ' OD RODS I i I l+---- _-- I- - -- r--------�-___---i - ----i -- ----i-------I __-----I---------i ---- t CU-------i-------i ------ j 2ya' 2' i i i i . SEE DET ' 9/PMS-1593--D FOR 041!!t -iIIt ------- --------�,I ------------- (4iI) 10 ARS SEE BASE PL & t� SHEAR ------- DET -- ---DET 7/PMS-1593-D LUG (BP -02)- ---------- BP -U2> -----i ---- I I 1------ 1 i i I E i i i I I I I 1 1 I { 1 I , L r2_""DTAIL CL W10 CDL 80 . i� ____•_ 33�'x3'xl'-4'+ ---' ---- RECESSED POCKET IN ' I - 4 - - - • -- i 8/PMS-1593-D FOR #7 U -BAR PLACED , BASE PL (BP -01) -- MINOR ADJUSTMENT + DIRECTLY BELOW OF #8 FDN REINF TOP OF FAN. PRIMARY ; i SPACING PERMITTED ©' i TO AVOID SHEAR PRIMARY #8 FDN REINF LUG AND ANCHOR o a RODS .GlkeINTERNATIONALI& FAQ if - - - - i i J o ------- ----- - ---- ---- - - -i- ---j• • O 1 N (4) 1'0 AR'S SEE I cu DET 7/PMS-1593-D N56 3)Vx3'xi'-4' RECESSED POCKET IN TOP OF FDN. PRIMARY N55 #8 BARS TO BE CONT -•� THROUGH POCKET ' ----- -j------ - ----- r---- -- ------ r----___ i 1A II` N i + 1 t MINOR ADJUSTMENT ------- -�------- ----+- - -- i-+--- 3 I 00 •' , , 1 OF #8 FDN REINF t + I I SPACING PERMITTED- �= i --- ►- —r _ -r- _----r-------i----_--i-------i----___177 - i - , - - i ► v - + TO AVOID SHEAR `I _ i LUG AND ANCHOR I ' OD RODS I i I l+---- _-- I- - -- r--------�-___---i - ----i -- ----i-------I __-----I---------i ---- t CU-------i-------i ------ j 2ya' 2' i i i i . SEE DET ' 9/PMS-1593--D FOR 041!!t -iIIt ------- --------�,I ------------- (4iI) 10 ARS SEE BASE PL & t� SHEAR ------- DET -- ---DET 7/PMS-1593-D LUG (BP -02)- ---------- BP -U2> -----i ---- I I 1------ 1 i i I E i i i I I I I 1 1 I { 1 I , L r2_""DTAIL CL W10 CDL 80 . i� ____•_ 33�'x3'xl'-4'+ ---' ---- RECESSED POCKET IN ' I - 4 - - - • -- i --•! #7 U -BAR PLACED , SCALEt 1'=1'-0' + + DIRECTLY BELOW Nov TOP OF FAN. PRIMARY ; i i I PRIMARY #8 FDN REINF #8 BARS TO.BE CONT '+ + SPRINGFIELD PM2 .GlkeINTERNATIONALI& FAQ THROUGH POCKET ----\i i J. i i J o ------- ----- - ---- ---- - - -i- ---j• • O 1 N CONCRETE I 1 I SECTIONS & DETAILS o 00 CA DRAWN BY: D, MAY 02NOV15 PROJECT NO. 25PY1051 rgJ 4-13-U r M. Mc t CHECKED BY: K, MENCHES 12NOV15 FILE: PMS -1578-D APPROVED BY: R. MCGRUER 12NOV15 DRAWING NO. SHEET :XPIRES: 12/3112016 SCALE: AS SHOWN ---'-- ----'------'--- ----1 -__ -- - •t- --- - -� • - iOD c Iut 1 I N MINOR ADJUSTMENT + i OF #8 FDN REINF SPACING PERMITTED (4) 1'0 AR'S SEE; TO AVOID SHEAR DET 7/PMS-1593-D - --- --= +-- - DRAWING NO. - ---- • LUG AND ANCHOR DRAWING NO. REFERENCE RODS 3Wx3'xl'-4' I I SEE DET RECESSED POCKET IN 11/PMS-1593-D FOR TOP OF FDN, PRIMARY I , I , BASE PL & SHEAR #8 BARS TO BE CONT ---�-------+--------'------F• 1 ; ; LUG <BP -04> THROUGH POCKET ; I 1 i I I --i--_-_ -_4 ------- -t------t• { i ! 1 r,33 DETAIL GENERAL NOES, A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE DRAWINGS PMS -1500-D AND PMS -1501-D. PMS- 1561 -D SCALE: 1 "=1'-0" PMS --11001-D SCALE:1 =1 -o ,•ice ^ -. 1 I 1 t f I E ------------ 01 i I i i #7 U -BAR PLACED DIRECTLY BELOW PRIMARY #8 FDN REINF- ' 1 ♦i - -----h------ 1- ------ NiSEE DET 12/PMS-1593-D FQR+ I 1 II BASE PL & SHEAR • i ------ 4------- ------ ----- -=--------'-------------- '---------i -----!• LUG (BP -05) I I I t I + ' I + + I + I TRIANGLE WIRE TIES t 1 I t ! + I I , t 1 t , � , i CL W10 COL 3Wx3'xl'-4' I i i i i i i 1 3Y2 x3'xl'-4' 2 + 2 Ifs tb 7' L WIRE I I I ) I ' ' MINOR ADJUSTMENT 1'x6'x7" LG (3) EA -- - 3Wx3'xl'-4' 1 t I + t RECESSED POCKET IN i ; ; i RECESSED ' POCKET IN ' ' OF #8 FDN REINF <MIN) PER SIDE RECESSED POCKET IN ------------- - •------i----___-------i------- '�------ TOP OF FDN: PRIMARY ---=.._a---------------------+--------------- +--------�---- TOP OF FDN. PRIMARY i ' I ; SPACING PERMITTED O I I TOP OF FDN, PRIMARY + + I I i I 1 }--__-__+ i I j , t , #8 BARS TO BE CONT I , 1 I i , I - #8 BARS TO BE CONT -, r--- fill '+� TO AVOID SMEAR I I I #8 BARS TO BE CONT , I I ! I 1 1 I 1 r I I t I i I THROUGH POCKET , , , 1 I , THROUGH .POCKET , 1 I LUG AND ANCHOR THROUGH POCKET 1 i + 1 ' , i ' , ' I t I I I I I + + ' i ► ' , I 1 t i I i RODS, I! I -t , I + , I + r t I I + '% o WELD -DN ADJUSTABLE ' i -- ---' ----- + -- -a-------t --i--- -------------------------� --__L ____ 1 _i�__-__-_1-------_I- ----- t------- i I t 1 t 0 ®� �" v i i I I + ,1 1 , 1 , i 1 , +------- '---- ' __ ' u ANCHOR YeO STL ROD + , -�--------�--------•-�------- - -- • 9 LONG W/ � C N t t� i t , i i N I t i I E + ' i I i ` o ' • ' I a OF #8 DN REINFMINOR 1 I + I i I I t I ' + oo i I _' _ 3 OFFSET & 4 I I J SPACING PERMITTED , i ,, t t t I + i <4) 110 AR'S SEE i I t i i i' ' J ADJUSTMENT CTYP) i i 1 tJ — 1 - - - -1 + - I I C i` - , - i--------------- - TO AVOID SHEAR -t-- ---- -+---- +- ► ------►--------+--------►------- +----- --+ , DET 7/PMS 1593 D t t t 1's LUG AND. ANCHOR i i s , . - I ! I - i--------------------- �-------�--- i te — __.I ..J_ I— r _ - t- - -- - ---- -t-------t - i t I RODS � ---- t N I 1! 1 1 1- ---- L ----- -------L-------1-- + 1 1 t 1 I I t I + I I N + ` + ♦ !_;_ + <4) 1'0 AR'S SEE i , t I 1 I i , I I {; I I i I I --t------ ---- -----__-_-L _ _ ____L __----�-------+--------+-------_t--------tr i ------- i----- -- i--- --1 MINOR ADJUSTMENT I ♦ DET 7/PMS-1593-D ♦ ♦, t L 6 • • • e + - ------ ®---'�- i i ---- - i OF #8 FDN REINF SPACING PERMITTED 1' 12/4' SEE DET 1 SEE DET TO AVOID SHEAR 2y 2 9/PMS-1593-D FOR LUG AND ANCHOR 1 i I BASE PL & SHEAR #7 U -BAR PLACED 194 VY4 10/PMS-1593-D FOR 7 D ETAI L RODSLUG (BP -02) ABOVE PRIMARY #8 BASE PL & SHEAR PMS -1564--D SCALE:3/ 4"=1'-0" 8' 8' 2 8 FDN REINF LUG (BP -03) (4) 10 AR'S SEE DET 7/PMS-1593-D N 5 5 4'-0. N56 4 D ETAI L 5 FTA I L 6 DETAIL CLR TO PRIMARY v c,a ^n` �J� 1' 2' 3' NORTH SCALEt 1'=1'-0' ,�,tt.:�: f � § qui � � � :•�� �: Nov SCALEt 1 1/2'=1'-0' CO � a� 2' REINF PER CE) PMS- SCALE. "=1'-0"Lj 94 PMS -1561-D SCALE: PMS- 1561 scALE:1"=1'-0" Li DWG PMS -1373-D (8) DETAIL PMS -15 64-D SCALE: 3/4`_-1'-O"`' PMS- 1564-U DETAIL SCALE: 3/4"=1'-0" Kr.MU v r— wr-is ur v r_K 1 C9'S AND SQUARES CUT HORIZ C9'S. GRIMD EXPOSED WELDS SMOOTH. PL Wx4'xO'-4' W/(l) %'0 HOLE FOR (l) %'0 x 8' LG SS THRD'D RDD SET WITH HILTI HY 70 MAX (5W EMBED) — IT <E) CMU SECTION 41, PL Y2'x8'x2'-11' PRESSED FLAT- ! 12 M al rri LLJ rr-i LLJ Ii r PART PEN I__�` BTC -P4 + , (E) ELECTRICAL CABINET --�! rl1 DETAIL PMS- `1.55778-D SCALE:1 '1/2"=1'-0" PMS -1561-'D SCALE: 3/4"=1'--0" 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. Tei: 1-503-624-3000 fax: 1-503-624-3001 (E) ELECTRICAL CABINET PL Wx4'x2'-11' PRESSED FLAT (E) LEVELING PL /4'x2' WIDE STRAP ANCHOR LOCATED 6' FROM EACH END OF LEVELING PL (TYP) % CU Z C943,4 FRAME ALL WELDED CONSTRUCTION W/ MITERED CORNERS GRIND EXPOSED WELDS SMOOTH TYP 3 -SIDES X 1/4 SCORE TOP SURFACE OF EXISTING FOUNDATION AND CAREFULLY REMOVE 3' (+01/-1/2') OF CONCRETE COVER ABOVE THE EXISTING REINFORCING BARS. SET LEVELING PLATES TO MATCH ELEVATION OF EXISTING PLATES. RE -LEVEL TOP SURFACE OF EXISTING FOUNDATION WITH FIVE STAR FLUID GROUT 100, EXTENDED WITH AGGREGATE PER MANUFACTURER'S RECOMMENDATIONS, OR APPROVED EQUAL, 12 SECTION PMS-- 578-D SCALE:1 1/V -_1'-O" 1' 2' 0 V 2' 3' 4' 1' SCALE+ 3/4'=1'-0' 0 1' 2' 3' NORTH SCALEt 1'=1'-0' 0 3" 6" 9" 1' 2' SCALEt 1 1/2'=1'-0' 'C TO PRpFFs SPRINGFIELD PM2 .GlkeINTERNATIONALI& FAQ PAPER PRODUCTIVITY IMPROVEMENT c3 �i� Qy STRUCTURAL j5¢ CONCRETE Containerboard Manufacturing, Springfield, Oregon SECTIONS & DETAILS CA DRAWN BY: D, MAY 02NOV15 PROJECT NO. 25PY1051 rgJ 4-13-U r M. Mc t CHECKED BY: K, MENCHES 12NOV15 FILE: PMS -1578-D APPROVED BY: R. MCGRUER 12NOV15 DRAWING NO. SHEET :XPIRES: 12/3112016 SCALE: AS SHOWN DATE PMS -1578--D 1 OF 1 ISSUE FOR PERMIT DRAWING NO. REFERENCE DRAWING NO. REFERENCE REVISIONS 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. Tei: 1-503-624-3000 fax: 1-503-624-3001 (E) ELECTRICAL CABINET PL Wx4'x2'-11' PRESSED FLAT (E) LEVELING PL /4'x2' WIDE STRAP ANCHOR LOCATED 6' FROM EACH END OF LEVELING PL (TYP) % CU Z C943,4 FRAME ALL WELDED CONSTRUCTION W/ MITERED CORNERS GRIND EXPOSED WELDS SMOOTH TYP 3 -SIDES X 1/4 SCORE TOP SURFACE OF EXISTING FOUNDATION AND CAREFULLY REMOVE 3' (+01/-1/2') OF CONCRETE COVER ABOVE THE EXISTING REINFORCING BARS. SET LEVELING PLATES TO MATCH ELEVATION OF EXISTING PLATES. RE -LEVEL TOP SURFACE OF EXISTING FOUNDATION WITH FIVE STAR FLUID GROUT 100, EXTENDED WITH AGGREGATE PER MANUFACTURER'S RECOMMENDATIONS, OR APPROVED EQUAL, 12 SECTION PMS-- 578-D SCALE:1 1/V -_1'-O" 1' 2' 0 V 2' 3' 4' 1' SCALE+ 3/4'=1'-0' 0 1' 2' 3' NORTH SCALEt 1'=1'-0' 0 3" 6" 9" 1' 2' SCALEt 1 1/2'=1'-0' 'C TO PRpFFs SPRINGFIELD PM2 .GlkeINTERNATIONALI& FAQ PAPER PRODUCTIVITY IMPROVEMENT c3 �i� Qy STRUCTURAL j5¢ CONCRETE Containerboard Manufacturing, Springfield, Oregon SECTIONS & DETAILS CA DRAWN BY: D, MAY 02NOV15 PROJECT NO. 25PY1051 rgJ 4-13-U r M. Mc t CHECKED BY: K, MENCHES 12NOV15 FILE: PMS -1578-D APPROVED BY: R. MCGRUER 12NOV15 DRAWING NO. SHEET :XPIRES: 12/3112016 SCALE: AS SHOWN DATE PMS -1578--D 1 OF 1 N56 N5S 18'-6" I 20'-0" 23'=10" r' I I I I I T/STL. EL. 122'-5W EL. 1221--5X' W10 W10 1 1 I l L i o w x 0 00 x xI 3 3 3� 11'=11" 11'-11" l l 5 I T/STL. I: PM,1 93-D EL. 106'-4' W18 s l W18 I k � , \tip I l � \ BOTT/BASE-PL BP -05 SEE DET EL. 89f-5W12/PMS-1593-D BFi 02 SEE DET k PMS -159 -D PMS -1593-D BP -03 SEE DET T/CONC, 9/PMS-1593-D`--� �--� 10/PMS-1593-D EL. --------------------------- --- 18'-6" r� l , I I T/STL. P1 - 1 aaI-i n• A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE DRAWINGS PMS -1500-D AND PMS -1501-D, N55 11'-0" C6 LENGTH CL RD DOOR 8" 5" & CANOPY 5" 80' 5" 4'-0" 4'--0" { 5" o eS159+D ' IC - I 3 l , PMS -1594-D (TYP)IF /OP '-' SLOPE. , t` CU r- 1 x x `�+Cd u v R-.. OOP.,,.. �� �� SPAN S -1594-D 5 - , C6x8.2 ' 1 THISDWG I PMS -1594-D �- o k , w 8" 4'--10" 4._10" 8" 1W x 18 GA STANDING SEAM GALVANIZED ROOF SYSTEM WEST ENTRY CANOPY 7 FRAMING PLAN CL W10 COL 1 SECTION - NORTH ELEVATION 2 SECTION -- WEST ELEVATION 3 SECTION -- SOUTH ELEVATION k " PMS— 1563—D SCALE: 3/16"=1'—a" PMS— 1563—D SCALE: 3/16"=1'--a" PMS --1 1563—D SCALE:3/1s'=1'-a" ) ' PMS— 1562—D PMS --1562--D PMS -1562—D PMS -1594-D LO pr 00 N55 N56 "i C6x8.2 00 g (R .. ¢23'-1a 20,-0" M -1594-D o o aa .LLI M o `ra 0 to _ I I p v =OD co x� ��2 i 1 N I " c�a i 0 _ x PMS -1594-D C14 T/STL. EL. 122'-10' W10 W10 `°Q40.25 J v 2 oW �3 N k o Ln PMS- 1594-D --t-_ `: C31f�c�3�,� cv v� s•,� C-4 J200 C6x8.2 6 Is r I I STANDING SEAM I I N "' a: THIS DWG l TOS i l METAL ROOFING X x I EL 1001-10#I 4 x I o o fk l l EDGE OF 3 11'-11" 11'-11�` C6 C5 C6 i C6 ROOFINGI ( 1116' x 18 GA .STANDING SEAM GALVANIZED ROOF SYSTEM i ( I STAN NG SEAM ' TOS k METAL I ROOFING T/STL, I PMS -1593-D I EL 97'-10' �."� i I ( EL. 106-#-4# , wls W18 0 l � S UTH ENTRY CANOPY c6 C4 C6PLAN C6 8 FRAMING I ( ' , l l l SCALE. 3/8"=1 -a" It N �I �I I I x x � k = l = k d, ti BP -04 SEE DET ' I ` / MS -1593- I 11 P I \ k l l BOTT/BASE PL EL. 89'-53�' 3 5 (TYP) `- a 6 k ♦ ET BP 01 SEE DET 5 CTYP) � BOTT BASE PL , - _ BOTT BASE PL BP -05 SEE D Rile- �� Pm -159, PMS -1593-D PMS -1594-D FMS 1594 D T/CONC. l COPP AND) ; 12/PMS-1593-D 8/PMS-1593-D EL 89'-334' EL 89'-3Y4" EL. 89'-4° TOC TOC �T FM 00NUrFWTM EL 89'-23/4' (LP) EL 89-23'4' (LP) 1>i WoAA-'-'Onq rW o , --------------fQ9--------- t/ C9 i 0 2 4 6' 8' 2015 4 SECTION -- EAST ELEVATION 5 WEST _CANOPY ELEVATION 6 SOUTH CANOPY ELEVATION SCALE 3/8'=1'-Q' 140V 7- 3 PMS— 1563-D SCALE: 3/16"=l'—o" PMS -1592--D SCALE: 3/0"=1'-0" PMS— 1 592—D SCALE: 3/8"=1'—a" 0 4' 8' 12' 16' Si SCALE= 3/16'=l' -O# PMS --1562-1) B DM 18NOV15 ISSUE FOR PERMIT A DM 230CT15 ISSUE FOR REVIEW DRAWING NO. REFERENCE REF DRAWING NO. REFERENCE REF REV REV BY DATE REVISIONS BY DATE REVISIONS NO. N0: NO. N0. t Ci'U�'.q - PRt},rFs SPRINGFIELD PM2 .`�p GIN sj INTERNATIONAL PAPER PRODUCTIVITY IMPROVEMENT STRUCTURAL STEEL ELEVATIONS Containerboard Manufacturing, Springfield, Oregon - SECTIONS & DETAILS 5005 SW Meadows Road Suite 1bO, Lake Oswego, OR 97035 U.S.A. REGONqq 4. Tel: 1-503-624-3000 Fax: 1-503-624-3001 P) 14,'% ��, DRAWN BY: D, MAY 10OCT15 PROJECT NO, 25771051 M�G� l�t��S' CHECKED BY: G, LITOFF 12NOV15 FILE: PMS -1592-D EEXPIRES: APPROVED BY: R. MCGRUER 12NOV15 DRAWING NO, SHEET IREV SCALE: AS SHOWN DATE PMS-1592—DI 1 OF 1 B 1/4N WT FLANGE HSS WALL—, - Er 1=61q TOS EL 1061-4& 1/41/ SIDE PL SEE SECT -T�� PL Wx4'X0'-6` EA SIDE OF, HSS BRACE 3 -SIDES 5/16 CL W10 COL (10) %10 A325N BOLTS SHEAR, PL T k0A -WP 5/16 C3 ,CUT & GRIND CIL BEAM FLANGE FLUSH ONE SIDE d- \ \ 5/16 LO \ 1 ,/C.J BAI (0 W PL I v (6) A325N WO BOLTS \—WT10.5X41.5 x 0'-8' LG D ETAI L PMS—1592—D SCALE -1 11/27=11--0 W18 I SEE. DETAIL 1 THIS DWG FOR HSS CONNECTION r2 � 'DETAIL PMS— 1 592—D SCALE: 1 1/2"=V -o" Nl---, SEE DETAIL 1 THIS DWG FOR HSS CONNECTION DETAIL PMS -1592—D SCALE: 1 1/2"=1'-0" W10 2W E 232' CD A PL 1'x12'x1'-0' (4) F0319WO HOLES cu 6 FDR (4); A0 AR'S SEE PLAN FOR ORIENTATION P C) nj —01 5/16/16 ( 8 ) DETAIL PMS— 1 578—D SCALE: 1"=V-0" 1----1 DRAWING NO. REFERENCE REF I IDRAWING NO. - D m Lo WP SHE SEE DETAIL 1 THIS DWG FOR HSS CONNECTION DETAIL PMS -1592—D SCALE: 1 11/2"=1'-0" SEE DETAIL 1 THIS DWG FOR HSS CONNECTION SEE DETAIL I THIS DWG FOR HSS CONNECTION r5'DETAIL r6%DETAIL PMS-1592—DL SCALE: 1 1/2n=1'—O" PMS -1592—D SCALE: 1 1L/2"=1'-0" CL W10 W10 CL W10 11-01 11-3W 1'-3Y21 6m 1. 9W -1 -6-. 2Y2' 2Y2' 12W 2W �u -ku X 1"-3W (U PL 1'x12'x1'-6Ya' cu PL Vx12 I Of" v-4 SHEAR LUG, 1-4 SHEAR KEY' W Wx3W,444-00 `D —44 T, Wx3W41_00 --T— CD %0 SHEAR XAR �E 3 X1 CD (4) lWeO HOLES (4) 19(6'0 HOLES (U cu 0 ( ) 1.0 F103IR (4) V0 AIR'$ FOR (4) 10 AR'S SEE E�-E PLAN FOR SEE PLAN FOR 5/16 ORIENTATION 5/16 ORIENTATION BEIBP-03 -92 EE Ei SHEAR LUG K 9 D ETA I L ' PMS— 1 578—D SCALE: 1"—l'—O" Fell SHEAR LUG rlO'DETAIL PMS --1578--D SCALE: 1 #= 1 $—on "ART PEN 3TC -P4 4.0 PL Is (U 1 1 SHEAR LUG 0Vx3Wx1'-01 SHEAR LUG -*-5Y IX'x3WxO 4' (EA SIDE) -(4> 19(6#0 HOLES cu 3W FOR (4) 1'0 AR'S SEE PLAN FOR 5/�16 ORIENTATION . BP -04 SHEAR LUG PART PEN BTC -P4 � �utu PART PEN BTC -P4 DETAIL PMS --1578--D SCALE: 11"=V-0" GENERAL NOTES, A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE DRAWINGS PMS -1500-D AND PMS -1501-D, 0 TACK � PILE 1'0 F1554 GR36 HDG L=2-5, P=51, SEE DETAIL 1/PMS-1571-D. FOR ADDL INFO. r7*�DETAIL PMS— 1 578—D SCALE: 1 1/2`--1'-0" W10 -6' A! 6% OW cu PL 1'x12'x1`-6W e—SHEAR LUG 1Wx3Wx1'-01 GO— C> J (4) 19(6'0 HOLES Irltie '00m -4 cul FOR (4> VO AR'S It _�- -'eooqq Date 60w, SEE PLAN FOR 6l46 i ORIENTATION 5/16 2 3 BP -051 ii tz /PART PEN SHEAR LUG- (ye) \BTC -P4 0 2# 3* SCALE, 1'=1'1-01 rl D ETAI L 0 3" 6" 9" V 21 PMS— 1578— D SCALE: 11"=V-0" SCALE, 1 1/2'=1'-0' CTU SPRINGFIELD OM2 INTERNATIONAL(N—PAPER PRODUCTIVITY IMPROVEMENT J ® STRUCTURAL 61 9 T: STEEL WAS LS --mm� Containerboard Manufacturing, Springfield, Oregon SECTIONS & DETAILS 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. GON B DM 18NOV15,ISSUE FOR PERMIT Tel: 1-503-624-3000 Fox.: 1-503-624-3001 DRAWN BY: D, MAY 21OCT15 PROJECT NO, 25PY10511 MMNMWAW� A DM 230CT15 ISSUE FOR REVIEWCHECKED BY: G. LITOFF 12NOV15 FILE: PMS -1593—D REF EF REV �BY DATE RE\IISIONS REVAPPROVEDDATE REVISIONSAPPROVED BY: R, MCGRUER 12NOV15 DRAWING NO. SHEET IREV NO.' NO NO. ExPiR s: at!�1� -SCALE: AS SHOWN DATE PMS -1 OF 1 =01 593—D STANDING SEAM METAL ROOFING --� 1/PMS-1577-D • � V i a %D ZPAVING AS ,REQUIRED AND _ ���%� RECOMMENDED IN THE C4 R C5 GEOTECHNICAL REPORT G6 -) j (___�-= z i° BOTTOM of FOOTING AND ' �— (� ; = (I_ �.� i �—) i � � � � (- TURNED DOWN SLAB SHAD i. L3x3. W/{2}-�"� L3x3 �I I I—C -) I .I I EE -1 i F I ;�� ! !- I �.—� -. BEA MINIMUM OF 1'-6" - A325N . BOLTS EA END, \_6" CRUSHED STONE FILL BELOW FINISHED PAVING UNDER THICKENED SLAB SURFACE TYP 6" & ,COL FTGS OUTLINE OF FTG BEYOND 2 DETAIL AT CONTRACTOR'S OPTION PROVIDE UNIFORM PMS -X592 -D SCALE: 1'"=1'-O" THICKNESS SLAB W/#5 1 SECTION 12" OC EW TOP & BOTT PMS- `1592-D SCALE: 1/2"=1'-0" DETAIL THIS DWG SCALE: 1 "=1'-0" L3x3x% x 0'--6' LG Tet: 1 -563 -sea -3000 Fox: 1-503-624-3001 p IN tj,� �PyM - :.. f- I (TYP) 3 0 PT P x REQ'D TOS. <2) O A325N ExPtRrrs: SCALEi 1'=1'-0' 12NOV15 0o BOLTS (TYP) R C6 BEYOND j DATE PMS -1594-D 1 OF 1 $ -- COPE BOT Ft_G OF 9" 11 2' FRP ROOF PANEL SCALEt_ 1 1/2'=1'-0' 14 SECTION 0 1" 2"'3" 6" 9" 1, G6 0 COL .SCALEt 3'=1'-0' • PMS--` 1563-D SCALE:1 1/2"=1'-0" �! >- >- URq W10 OR W12 • V NSG PRO,c�s SPRINGFIELD PM2 C3 C3 PRODUCTIVITY IMPROVEMENT `� a C6 y I- _ ' F-- #5 @ 12" � t � GUSSET PL 3% N <2> #5 .CONT EW n uj i cv IN TURN -DOWN (TYP) � SEE SEC o U • 2/PMS-1577-D UP TO 7 STEP LOCALLY SLOPED p C4 OR C5 (1)-%"0 ,I 1 #5 ® 12" FOR POSITIVE < •' _ -------- A325N BOLT TOC EL 89'-4' o EW BOTT E DRAINAGE AWAY FROM $UILDING --------- - (TYP) BEVELED © FINISHED PAVING SURFACE. WP `. .\ C4 OR C5 ' WASHER FOR REINF SEE REPAIR & REPLACE EXISi7NG-_-- 1/PMS-1577-D • � V i a %D ZPAVING AS ,REQUIRED AND _ ���%� RECOMMENDED IN THE C4 R C5 GEOTECHNICAL REPORT G6 -) j (___�-= z i° BOTTOM of FOOTING AND ' �— (� ; = (I_ �.� i �—) i � � � � (- TURNED DOWN SLAB SHAD i. L3x3. W/{2}-�"� L3x3 �I I I—C -) I .I I EE -1 i F I ;�� ! !- I �.—� -. BEA MINIMUM OF 1'-6" - A325N . BOLTS EA END, \_6" CRUSHED STONE FILL BELOW FINISHED PAVING UNDER THICKENED SLAB SURFACE TYP 6" & ,COL FTGS OUTLINE OF FTG BEYOND 2 DETAIL AT CONTRACTOR'S OPTION PROVIDE UNIFORM PMS -X592 -D SCALE: 1'"=1'-O" THICKNESS SLAB W/#5 1 SECTION 12" OC EW TOP & BOTT PMS- `1592-D SCALE: 1/2"=1'-0" DETAIL THIS DWG SCALE: 1 "=1'-0" L3x3x% x 0'--6' LG Tet: 1 -563 -sea -3000 Fox: 1-503-624-3001 p IN tj,� �PyM DRAWN BY: D. MAY 22OCT15 _ PROJECT NO, 25771051 (TYP) 3 0 PT P x REQ'D TOS. <2) O A325N ExPtRrrs: SCALEi 1'=1'-0' 12NOV15 EL 122' -10' - BOLTS (TYP) o fM DATE PMS -1594-D 1 OF 1 $ 0 3" 6" 9" 11 2' FRP ROOF PANEL SCALEt_ 1 1/2'=1'-0' 14 SECTION 0 1" 2"'3" 6" 9" 1, .SCALEt 3'=1'-0' • PMS--` 1563-D SCALE:1 1/2"=1'-0" URq W10 OR W12 • • (4) Y2"0 SS ANCHORS --- EA END (SEE NOTE B WP, I 3 -SIDES THIS DWG), SEE 3'' 1/4 TYP PARTIAL PLAN 7 & 8 TYP ON PMS --1592-D FOR LOCATION CL W10 \ COL PL %x4xO'-4v" W/(2) --fie"# A325N BOLTS C6 — C6 Y 4 3 SECTION CAP PL X —,,—"CAP PL L3x3xy4xO'-4y" W/{2} %"O _. A325N BOLTS, TYP ° o ° C6 %" GUSSET PL FOR L3x3 CONN, SIM 2/THIS DWG HSS 4x4 X6TYP 4 SECTION GENERAL NOTESt A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE DRAWINGS PMS -1500-D AND PMS -1501-D. B. SEE POST INSTALLED ANCHORS INCONCRETEAND MASONRY, NOTE 6 ON DRAWING PMS -1500-D FOR REQUIREMENTS. CL HSS4x4 3' I �H 1� PL Y2"x6"x0'-10" W/(2) 4� ADH ANCHORS HSS 40 {6" EMBED) %6 TYPICAL BASE PLATE FOR HSS 44 SECTION PMS- 1592-D SCALE: 1 "=.1'-0" 'PMS- 1 592--D SCALE:.1 "=1'-0" PMS --1 92-D SCALE: 1 "--1'-O" CL (E) W10 CL W10 CL (E) W14 COL TOS , � 1'-10' ' EL 122'-10' CL W10 CL (E) W10. 13 ( 13 COL IS D G FRP ROOFI IS D G PANEL - TOS t ( EL 122'-10 , `t FRP ROOF WT4 '� - ' WT4 PANEL t IS 0 G 1/4 1/4 -- --- - - -- -------- 1/4t -------- - ..---''"" WT4 1/4 p _...._ t t t t NOTES 1. SEE DETAIL 1/PMS-1581-D FOR TYPICAL BEAM TO t t t== == BEAM CONNECTION DETAILS. I DETAIL 8 S ECTI O N CE)SECTION 10 SECTION PMS- 1563-D SCALE;1 "=1'-o" PMS- 1563-D SCALE:1 "=1'-0" PMS -1563-D SCALE: 1"=l' -O" PMS- 1563-D SCAIE:1 CL W10 CL CE> WIO COL COL CL W10 3 -SIDES V1$.1� t a r TOS 1'-10' 1 1 t n k-eryl4aYI 0- Pke(y, EL 122'-10' 13 TOS 6" 6 CONT NEOPRENE CL BEAM EL FRP ROOF OUTSIDE CLOSURE BY C)1/4 2@9 � X IS D G . ' v PANEL � FRP ROOF SEE SECT 12 ON DECK MANUFACTURER � PANEL PMS -1596-D FOR — S.S. SELF TAPPING t I'ttift Sub S'iCs1_ ------------------------ - GUTTER FRP ROOF PANEL SCREW @ 12' OC � � WT4--------- INFORMATIQN c_. 3. • , -------- ------ 22 GA TYPE 304 SS N BENT PL Y4'xlWx0'-6' 1/4 V• i 1/4 CONT FLASHING BY x CONT. a ' DECK MANUFACTURER , t _ _ 1 0 1' 2' 4' g' �r- - I i_ i t j=-- L2 SCALE, 1/2'=1'-0' t t t t � t � t t 11 SECTION 12 SECTION rl 3 DETAIL PMS- 1563-D SCALE: 1"=1'-0" PMS -1563-D SCALE:1"=1'-0" PMS- 1563-D SCALE: 3"=1'-0" - WT4 1/4 2@9 Tet: 1 -563 -sea -3000 Fox: 1-503-624-3001 p IN tj,� �PyM DRAWN BY: D. MAY 22OCT15 _ PROJECT NO, 25771051 A DM 230CT15 ISSUE FOR REVIEW McG¢J 0 1 2' 3' FILE: PMS -1594-D SEE SEC 13 THIS DWG FOR ExPtRrrs: SCALEi 1'=1'-0' 12NOV15 DRAWING NO. SHEET REV INFORMATION NOT SHOWN - lzts»2o((-, SCALE: AS SHOWN DATE PMS -1594-D 1 OF 1 $ 0 3" 6" 9" 11 2' SCALEt_ 1 1/2'=1'-0' 14 SECTION 0 1" 2"'3" 6" 9" 1, .SCALEt 3'=1'-0' PMS--` 1563-D SCALE:1 1/2"=1'-0" URq PRO,c�s SPRINGFIELD PM2 INTERNATIONAL PAPER PRODUCTIVITY IMPROVEMENT A& AF"WAM�® 6t q STRUCTURAL STEEL L Containerboard Manufacturing, Springfield, Oregon SECTIONS & DETAILS O EGO 5005 SW .Meadows Road Suite 100, take Oswego, OR 97035 U.S.A. DRAWING NO. REFERENCE REF DRAWING NO. REFERENCE REF REV BY DATE REVISIONS I NO. NO. N0. I B DM 18NOV15 ISSUE FOR PERMIT Tet: 1 -563 -sea -3000 Fox: 1-503-624-3001 p IN tj,� �PyM DRAWN BY: D. MAY 22OCT15 _ PROJECT NO, 25771051 A DM 230CT15 ISSUE FOR REVIEW McG¢J CHECKED BY: G. LITOFF 12NOV15 FILE: PMS -1594-D EV BY DATE REVISIONS ExPtRrrs: APPROVED BY: R. MCGRUER 12NOV15 DRAWING NO. SHEET REV d0. - lzts»2o((-, SCALE: AS SHOWN DATE PMS -1594-D 1 OF 1 $ PM 'LOOK PLAN SCAIJ:1/8"=1'-0" rv�o - NJ5 "54 PROJECT DESCRIPTION AND CODE COMPLIANCE SUMMARY A. PROJECT CONSISTS OF A NEW ADDITION TO AN EXISTING BUILDING, THE NEW WORK MATCHES THE TYPE OF CONSTRUCTION OF THE EXISTING BUILDING, WHICH IS ASSUMED TO BE AN F-1 OCCUPANCY OF TYPE IIB CONSTRUCTION. B. MAXIMUM ALLOWABLE AREA AND -BUILDING HEIGHT, ADDITION MEASURES 962 SF AND IS 17'-0' FEET IN HEIGHT. C. OCCUPANCY GROUP CLASSI AT ONi F-1, D. TYPE II.FC_ NSTk _TIONss IIB. E. RATED CONSTRUCT ION OF BOTH CE) BUILDIN ANIS,NEW ADpIT�NEXTERIOR WALLS, 1 -HR RATED ASSEMBLY AND OPENING PROTECTION PER!' IP STANDARDS. REFER TO DETAILS FOR LISTINGS AND/OR UL ASSEMBLY DESIGNATIONS, F. 1 1 -HR RATED PER IP STANDARDS. REFER TO DETAILS FOR LISTINGS AND/OR UL ASSEMBLY DESIGNATIONS. D. AUTOMATIC FIRE iSUPPRESSION. S_YSTEMi NOT REQUIRED IN F-1 OCCUPANCY LESS THAN 12,OOSF, E. PORTABLE FIRE r X INGUICHERSt. PROVIDED AS REQUIRED - REFER TO PLAN, F. OCCUPANT LOADS FOUR OCCUPANTS TOTAL BASED ON 300 GSF / 13CCUPANT IN MECHANICAL EQUIPMENT ROOMS. G. EXIT DOORS AND �HARDWARE, ALL EXTERIOR DOORS SWING IN THE DIRECTION OF EGRESS AND ARE EQUIPPED WITH EXIT SIGNS AND PANIC HARDWARE. H. EXIT ACCESSNA Ii TRAVEL DISTANCE& DESIGN COMPLIES WITH EXIT ACCESS TRAVEL DISTANCE REQUIREMENTS. I. EXTERIOR STAIR1 AYc 36' WIDTH IS ALLOWED DUE TO LIMITED OCCUPANT LOAD. OTHER DETAILS MEET THE REQUIREMENTS OF CHAPTER 10 =; REFER TO STRUCTURAL DETAILS, J. BALDING ENVELOPE THERMAL INSULATION, [ON, PENDING ACCEPTANCE BY THE AHJ, THE PROPOSED ADDITION IS NON -INSULATED TO MATCH THE EXISTING ADJACENT BUILDING. GENERAL NOTES AA. THE ADJOINING EXISTING FACILITY CONTAINS MISSION CRITICAL FUNCTIONS WHICH SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. THE CONTRACTOR SHALL STRIVE TO MINIMIZE DISRUPTIONS AND COORDINATE ANY/ALL OUTAGES WITH ON-SITE OWNER'S REPRESENTATIVES. AB. ALL WORK SHALL¢BE PERFORMED IN COMPLIANCE WITH ADOPTED CODES/STANDARDS AS WELL AS APPLICABLE IP SPECIFICATIONS. +HE PROPOSED WORK SHALL NOT RENDER THE (E) SITE, BUILDING AND/OR UTILITIES LESS SAFE, LESS SANITARY OR LESS CODE COMPLIANT THAN PRIOR TO THE ADDITION/ALTERATION. AC. CONTRACTOR SHA4L COORDINATE SEQUENCING OF DEMOLITION, MATERIAL DELIVERY/STORAGE AND NEW WORK WITH ON-SITE OWNER'S REPRESENTATIVES PRIOR TO COMMENCING WITH WORK. AD. CONTRACTOR SHALL FIELD VERIFY (E) CONDITIONS BEFORE COMMENCING WITH WORK, AE, CONTRACTOR SHA LiL COORDINATE ACTIVITIES TO ENSURE AN EFFICIENT. EXECUTION OF WORK. CONTRACTOR SHALL SEQUENCE ACTIVITIES WHERE ONE ELEMENT IS DEPENDANT ON THE COMPLETION OF ANOTHER, AF. CONTRACTOR SHALL COORDINATE THE EXTENT OF DEMOLITION WITH NEW WORK. WHERE SELECTIVE DEMOLITION AFFECTS ADJACENT SURFACES, CONTRACTOR SHALL PATCH AFFECTED AREAS TO MATCH ADJACENT SURFACES TO REMAIN. AG, CONTRACTOR SHALL PROTECT (E) CONDITIONS TO REMAIN FROM DAMAGE. CONTRACTOR SHALL REPAIR OR REPLACE ANY AND ALL DAMAGE TO OWNER'S PROPERTY AT NO ADDITIONAL COST TO OWNER. AH. CHANGES IN SPECIFIED MATERIALS, ASSEMBLIES, PRODUCTS, ETC. ARE ACCEPTABLE ONLY AFTER SUBMISSION OF A WRITTEN SUBSTITUTION REQUEST APPROVED BY THE OWNER, AI. ARCHITECTURAL FINISH WORK SHALL CONFORM TO IP SPECIFICATIONS INCLUDING, BUT NOT LIMITED TOi 5011 FLOOR SEALANT, 5032 METAL STUD AND GYPSUM DRYWALL PARTITIONS, 5353 FLASHING AND SHEET METAL WORK, 5354 CAULKING AND SEALANTS, 5501 HOLLOW METAL DOORS, 5560 FINISH DOOR HARDWARE AND 9019-3 ALKYD OR ACRYLIC BASED SYSTEMS FOR NON -CORROSIVE AND STRUCTURAL STEEL, AJ, THE INTEGRITY OF THE BUILDING ENVELOP SEALING SHALL COMPLY WITH IP STANDARDS FOR ERAQ ENVIRONMENTAL CONTROL AND VALIDATED BY THE CONTRACTOR VIA CERTIFICATION TESTING - REFER TO IP SPECIFICATION 5781-2 ENVIRONMENTAL CONTROL SYSTEMS FOR .COMPUTER ROOMS, RACK ROOMS, OR ROOMS CONTAINING ELECTRICAL EQUIPMENT, AK. THE BUILDING ADDITION ENVELOP SHALL ACHIEVE A 1 -HOUR RATING (INCLUDING OPENINGS AND THROUGH PENETRATION FIRESTOPPING SYSTEMS) PER IP SPECIFICATION 3022-1 ELECTRIC CENTER DESIGN. AL. MISCELLANEOUS METALS (STRUCTURAL STEEL, METAL FABRICATIONS, ETC.> OTHER THAN STAINLESS STEEL AND/OR ANODIZED ALUMINUM AND EXCLUDING EQUIPMENT AND/OR FACTORY FINISHED ITEMS SHALL BE FIELD --PAINTED WITH (1> COAT CARBOLINE CARBOCRYLIC 3358 AND NOT LESS THAN (2) COATS CARBOLINE CARBOCRYLIC 3359 - REFER TO IP SPECIFICATION 9019-3. FLOOR & ROOF PLAN KEYED NOTES 1 PROVIDE INDURON RUFF' ST ROOF PLAN SCALE: 1/8"=l'—O" DOOR SCHEDULE R;q1 tiC3 PRo,�Fs ��G'N FSP 0 bi G qq 4Q - O,p 14,19 ��, �A�1. McG¢ 1 fj!. ' EXPIRES: 12/31i20j( KEY PLAN SPRINGFIELD PM2 INTERNATIONAL PAPER PRODUCTIVITY IMPROVEMENT STRUCTURAL CODE COMPLIANCE NOTES, PLANS AND Containerboard Manufacturing, Springfield, Oregon GENERAL NOTES DRAWN BY: B. BONAS 150CT15 PROJECT NO,-25PY1051. CHECKED BY: B, BONAS 12NOV15 FILE: PMS -1595-D DOOR APPROVED BY: R. MCGRUER 12NOV15 FRAME DETAILS HDW FIRE RATING REikIARKS DOOR # DOOR PANEL WIDTH x HEIGHT MATERIAL TYPE FINISH MATERIAL TYPE FINISH HEAD JAMB SILL GROUP 100A EXISTING DOOR TO REMAIN E E ' E E E E E E 1 _ 100B 3'-0" X 7'-0" HM M HM HM -1 2PMS-15941 8 PMS -1594—p _ 4 _ A FIELD—WELDED STICK FRAME MAY BE USED AT THIS LOCATION ONLY. 101A -8'-0" X 10'-0" HM N CHANNEL CH -1 1 RMS --1594--D 6PMS-1.594-D — 3 60 MIN PAIR OF 4'-0" DOORS. 101B S-0" X 7'-0" HM M HM HM -1 - 2 PMS -1594-D 7 PMS -1594-D _ 4 _ 101C 3'-0" X 7'-0" HM M CHANNEL CH -1 1PMS-1594—D 6 PMS --.1594-D 2 60 MIN — DOOR AND DOOR FRAME TYPES DOOR SCHEDULE GENERAL NOTES DOOR HARDWARE GROUPS A. DIMENSIONS SHOWN ARE CLEAR DOOR OPENINGS, UNO. COORDINATE WALL ROUGH ' GROUP #1 _ EXIONG DOOR OPENING REQUIREMENTS WITH SCHEDULED DIMENSIONS. COORDINATE HM DOOR SET BULB GASKET S88 BL PEMKO DIMENSIONS WITH CHANNEL FRAME OPENING & CONTINUOUS HINGES. COORDINATE 1 AUTO DOOR BOTTOM 430_PKL C PEMKO 2" SEE SCHED 2" SEE SCH£D SPECIFIED DOOR HARDWARE WITH HM DOOR HARDWARE ,PREP AND COMPARABLE CONTRACTOR TO INCLUDE ALLOWANCE IN BID TO ASSESS & TUNE EXISTING HARDWARE. 8" PREP REQUIREMENTS ON FRAMES (INCLUDING CHANNEL FRAMES). REFER ALSO TO GROUP 2 — EXTERIOR IP' SPECIFICATION 5560-1. 1 CONTINUOUS HINGE 651HD US32D STANLEY 1 EXfT DEVICE F 18 R KE .(NL) US32D MONARCH B. CONTRACTOR TO COORDINATE APPLICATION OF ALL SEALANTS FOR VARIOUS JOINT 1 CLOSER 1603--SS—BC — NORTON TYPES, LOCATIONS AND FINISHES: REFER TO IP ` SPECIFICATIONS. SET BULB GASKET. S88 BL PEMKO HM' SET ADJ SEAL 379_PKL C PENKO C. DOORS AND FRAMES ARE FULLY WELDED, HEAVY DUTY TYPICAL CONSISTENT 1 AUTO DOOR BOTTOM 430_PKL C PEMKO ® % w WITH IP SPECIFICATIONS. 4'-0" X 10'-0" DOORS' SHALL BE 2 1/4" THICK. " DOORS OF LESSER SIZE SHALL BE 1 3/4 TYPICAL. ALL DOORS ARE 16GA GROUP 3 -- EXTERIOR PAIR run vi . SEAMLESSLY WELDED AND INSULATED, COMPATIBLE WITH THE RATINGS NOTED IN 2 2 CONTINUOUS HINGES EXIT DEVICES 651 HD F 18 V KE (NE) US32D US32D STANLEY MONARCH 200 Cn cn THE SCHEDULE. FRAMES SHALL BE 12GA FULLY WELDED — COORDINATE THROAT 2 CLOSERS 1605—SS—BC' — NORTON ®` !� DEPTH WITH SCHEDULED WALL ASSEMBLY. DOORS/FRAMES SHALL BE G60 COATED SET BULB GASKET S88 BL PEMKO. STEEL, SHOP PRIMED AND FIELD PAINTED. SET ADJ SEAL 379_PKL C PENKO 1 ASTRAGAL "T" SEAL 355_S C PEMKO (N} {M} {HM -1} (CH—i} D. DOORS AND FRAMES {INCLUDING CHANNEL FRAMES} SHALL BE FIELD PAINTED 2 AUTO DOOR BOTTOMS 430_PKL C PEMKO PROVIDE 5" X 20" FIRE—RATED NOTE: FRAME TYPE CH -1 WITH (1) COAT CARBOUNE CARBOCRYLIC 3358 PRIMER AND (2) COATS CARBOLINE 1 COORDINATOR 2672 US28 ROCKWOOD CERAMIC GLAZING MATERIAL IN CONSISTS OF A STRUCTURAL CARBOCRYLIC 3359 SEMI -GLOSS. CONTRACTOR SHALL COORDINATE FIELD—APPLIED GROUP #4 — INTERIOR RATED DOOR ASSEMBLIES STEEL CHANNEL AND APPLIED COATINGS WITH SHOP APPLIED PRIMER — REFER TO IP SPECIFICATION 9019--3. 3 HINGES CB1961R 4 1/2 X 4 1/2 NRP US32D STANLEY CONSISTENT WITH DOOR STOP/HARDWARE PER IP 1 EXIT DEVICE 18 R KE US32D MONARCH ASSEMBLY LISTING. STANDARDS. REFER TO DETAILS 1 CLOSER 1603 -SS -BC — NORTON AND IP STANDARDS. SET BULB GASKET S88 BL PEMKO 1 AUTO DOOR BOTTOM '43Q-PKL C PEMKO DRAWING NO. REFERENCE NO DRAWING NO. REFERENCE �m FOR PERMIT ® : i aMEN UFF 3300 HMW EPDXY FLOOR COATING THROUGHOUT PER IP SPECIFICATION 5011. COVE ONTO WALLS 6 MINIMUM. COVE ONTO EQUIPMENT PADS AND ENSURE FULL COATING UP TO AND/OR UNDER NEW/(E) EQUIPMENT. 2. NEW CMU WALLS - REFER TO STRUCTURAL DETAILS. ON -ALL EXPOSED EXTERIOR SURFACES, PROVIDE (2) COATS CARBOLINE CARBOCRYLIC 3359 SEMI -GLOSS COATING OVER (1) COAT COMPATIBLE BLOCK -FILLING PRIMER - COLOR AS SELECTED BY OWNER. INTERIOR CMU ° WALL SURFACES ' SHALL REMAIN UNCOATEDTO MATCH EXISTING ADJACENT SPACE, 3. NEW LIGHT GAUGE METAL FRAMED VESTIBULE CLAD IN 5/8' MOISTURE RESISTANT GYPSUM BOARD ON ALL SIDES FINISHED TO LEVEL 4 (EXCEPT WHERE SHAFTWALL LINERS ARE EXPOSED DUE TO TIGHTNESS OF LAYOUT) - REFER TO DETAIL 3/PMS-1596-D. PAINT ALL ACCESSIBLE SURFACES, INCLUDING LID, WITH (1) COAT SHERWIN WILLIAMS PRO -MAR .200 ZERO VOC INTERIOR LATEX PRIMER B28W2600 AND (2) COATS SHERWIN WILLIAMS PROMAR 200 ZERO VOC EGGSHELL .B2OW2651. COLOR AS SELECTED BY OWNER. 4. EXTERIOR ROOF ACCESS STAIR AND GUARDRAILS - SEE STRUCTURAL. PAINT EXPOSED MISC METALS WITH (2) COATS CARBOLINE CARBOCRYLIC 3359 SEMI -GLOSS COATINGOVER(1) COAT CARBOCRYLIC 3358 PRIMER COLOR AS SELECTED BY OWNER. 5. EXTERIOR CANOPY AND EXPOSED STRUCTURAL STEEL SEE STRUCTURAL, PAINT EXPOSED MISC METALS WITH (2) COATS CARBOLINE CARBOCRYLIC 3359 SEMI -GLOSS COATING OVER (1) COAT CARBOCRYLIC 3358 PRIMER - COLOR AS SELECTED BY OWNER. 6. FORM SLOPING SURFACES ON NEW/EXISTING CONCRETE DECK TO ENSURE . POSITIVE DRAINAGE CALL MOISTURE DRAINS WITHIN 48 HOURS) WITH ARDEX EXTERIOR RAMP MORTAR. BUILT-UP SURFACES SHALL NOT EXCEED 2' RELATIVE TO CONCRETE ROOF DECK PER ARDEX INSTALLATION INSTRUCTIONS. DETERMINE SLOPE GRADIENTS, HIGH POINTS ,(HP) AND DIRECTIONS RELATIVE TO EQUIPMENT PAD LAYOUT/HEIGHTS AND SCUPPER LOCATIONS. IN ROOFI ON DECK/SCUPPER/CURB SURFACES, PROVIDE TRACTION GRANULES IN W FINISH WITH TREMCQ VULKEM 350 WATERPROOFING RECOMMENDATIONS. WALKING SURFACES PER MANUFACTURER 7. JL INDUSTRIES COSMIC 10E 10LB ABC FIRE EXTINGUSHER. WALL MOUNT WITH MANUFACTURER'S STAND VERIFY MOUNTING HEIGHT/LOCATION. ARD BRACKET. FIELD 8. RELOCATE EXISTING DOWNSPOUT - DETERMINE LOCATION IN FIELD RELATIVE TO NEW CONSTRUCTION. PATCH AND/OR RE -SLOPE EXISTING GUTTER TO REMAIN AS REQUIRED. 9. PROVIDE NEW 6' K -STYLE 26GA GALVANIZED STEEL GUTTER, K -STYLE T -BAR HANGER STRAP AND 4' 26GA ROUND GALVANIZED STEEL DOWNSPOUT AT DRIP EDGE OF NEW 'CANOPY ABOVE. COORDINATE DOWNSPOUT LOCATION IN FIELD, INCLUDING DISCHARGE LOCATION, SUPPORTS AND ELBOWS. SOLDER COMPONENTS TOGETHER, REFER TO - 1 � 10. PROVIDE CONTINUOUS DETAIL 12/PMS-1596-D, `► 0 S 3' X 3' X 18GA SS ANGLE FLASHING AND. NEOPRENE GASKET WHERE CORRUGATED ROOF MEETS WALL. CoLl q' FORM ANGLE FLASHING � WITH 'PITCH POCKET' LIP TO RECEIVE SEALANT .JOINT AGAINST WALL. SET IN FULL BED OF SEALANT AND SECURE WITH V X 3/16' HILTI KWIK-CON II SCREWS AT 12' OC AND 3' `FROM ENDS. L-L'� ... NOV 2 3 201 cvlcgin tl s4.Ebmii.Y.ale......._,«_.......... ....v .._.- NORTH ® JACOBS 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S-A.�i Tel: 1-503-624-3000 Fax: 1-503-624-3001 R;q1 tiC3 PRo,�Fs ��G'N FSP 0 bi G qq 4Q - O,p 14,19 ��, �A�1. McG¢ 1 fj!. ' EXPIRES: 12/31i20j( KEY PLAN SPRINGFIELD PM2 INTERNATIONAL PAPER PRODUCTIVITY IMPROVEMENT STRUCTURAL CODE COMPLIANCE NOTES, PLANS AND Containerboard Manufacturing, Springfield, Oregon GENERAL NOTES DRAWN BY: B. BONAS 150CT15 PROJECT NO,-25PY1051. CHECKED BY: B, BONAS 12NOV15 FILE: PMS -1595-D APPROVED BY: R. MCGRUER 12NOV15 DRAWING NO. PMS-159,5—DI SHEET 1 OF 1 R SCALE: AS SHOWN DATE 1 -HR SIKA SIKAFLEX 15LM SEALANT EACH SIDE OF MINERAL WOOL BACKING PER UL WW -S-0060. INTERIOR NEW CMU WALL EXISTING CMU WALL (::5�FIRE RATED WALL JOINT SCALE: 1-1/2" = 1'-0" -- SEAL ALL AROUND GUARDRAIL PENETRATIONS WHERE OCCURS. COORDINATE SEQUENCE OF EXTERIOR CMU/CONCRETE COATING APPUCATION (SHOWN DASHED) WITH APPUCATION OF HECK WATERPROOFING TO ENSURE COMPLETE COVERAGE. CONCRETE DECK AND CURB — SEE STRUCTURAL. WATERPROOF DECK COATING ON TOP OF SLOPING RAMP MORTAR. SLOPES, BUILT—UP THICKNESS AND HIGH/LOW—POINTS VARY DEPENDING ON LAYOUT RELATIVE TO RIDGES, EQUIPMENT CURBS AND SCUPPER LOCATIONS a VERIFY IN FIELD TO ENSURE POSITIVE DRAINAGE. 1—HR SIKA .SIKAFLEX 15LM SEALANT EACH SIDE OF MINERAL WOOL BACKING PER UL WW—S-0060. COORDINATE SEQUENCE OF EXTERIOR CMU/CONCRETE COATING APPUCATION (SHOWN DASHED) WITH APPUCATION OF RATED JOINT SEALANT. INTERIOR"EXTERIOR _v 10 FIRE RATED WALL TO ROOF JOINT SCALE: 1--1 /2" = 1'-0" WATERPROOF DECK COATING ON TOP OF SLOPING RAMP MORTAR. SLOPES, .BUILT—UP THICKNESS AND HIGH/LOW—POINTS VARY_ DEPENDING_ ON LAYOUT RELATIVE TO RIDGES, EQUIPMENT CURBS AND SCUPPER LOCATIONS VERIFY IN FIELD TO ENSURE POSITIVE DRAINAGE (ALL MOISTUREDRAINS WITHIN 48 HOURS), SEQUENCE APPUCATION OF MORTAR/COATING WITH PLATE INSTALLATION TO ENSURE COMPLETE WATERPROOFING COVERAGE. EXPANSION JOINT PLATE REFER TO DETAIL 10/PMS-1577-D. SECURE PLATE PER STRUCTURAL DETAIL. SET PLATE IN FULL BED OF SEALANT ON BOTH SIDES OF JOINT TO ENSURE MOISTURE DOES NOT MIGRATE UNDER PLATE. 3M FB--WT-1000-NS THROUGH -PENETRATION -�- -- FIRESTOPPING SYSTEM PER UL CAJ4070. ° 4 ° a: -- �2 � a. a. (2) LAPPED18GA GSM COVER PLATES - o • dGUTTER AT ROOF EDGE '4 ° .e".aFIELD VERIFY DIMS. LAP PIECES 3 MIN AND <: ..a. v • ° e a ,� SET IN FULL BED OF SEALANT. SCRIBE EACH SCALE: 1-1/2" _ 1'-0" PIECE TO WITHIN 1/4n OF CABLE -TRAY � � - - •' _ � _ - - � � -�.�^_ _� ; _ _ ^ - Q _ CONTOURS &SEAL ALL AROUND. SET ON °• CURB IN FULL BED OF SEALANT AND i t SECURE WITH 3/16" X 1 1/2" HILT! KWIKit a • .. a . CON II SCREWS AT 6" OC. K :a ROOF COATING SYSTEM ON CONCRETE t, a IS o . SLAB/CURB — REFER TO PLANS, z l i A ! it ---- STEEL OPENING FRAMING. 1 -HR SIKA SIKAFLEX 2C NS EZ -MIX SEALANT AND MINERAL CABLE TRAY •- SEE ELECTRICAL. WOOL BACKING PER UL FF -S-1034. STEEL BEAM BEYOND. Fj X OF ;15 (E) STRUCTURE. EXISTING DECK SURFACE SLOPES TOWARD THE NEW EXPANSION JOINT. CARE SHALL BE TAKEN WHEN THE EXTERIOR RAMP MORTAR IS FORMED TO BOTH (E) AND NEW SURFACES TO ENSURE THAT: 1 POSITIVE DRAINAGE IS PRESERVED AWAY FROM THE JOINT. 2 - THE EXPANSION JOINT REMAINS WATERTIGHT. 3 THE SURFACES ON OPPOSITE SIDES OF THE EXPANSION JOINT ARE RELATIVELY FLUSH (PERMIT WHEELED CARTS TO PASS). 15)FIRE. RATED ROOF TO ROOF JOINT 16 FIRE RATED CABLE TRAY PENETRATION — SCALE: SCALE: 1-1/2" = 1'-0" ?015 Rq� PRO,cFs SPRINGFIELD PM2 GiNF�c��'ip INTERNATIONAL PAPER PRODUCTIVITY IMPROVEMENT 6 59 r STRUCTURAL SECTIONS AND DETAILS Containerboard Manufacturing, Springfield, Oregon 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.JACOBS A. qA 4 O,¢ t4, �q J� PROJECTr rNO, 25PY1051 DRAWN BY: B. BONAS 150CT15 A BB 230CT15 ISSUE FOR REVIEW Al.rMSG¢ �.�5 CHECKED BY: B BONAS 12NOV15 FILE: PMS -1596—D DRAWING N0. REFERENCE REF DRAWING N0. REFERENCE REF REV BY DATE REVISIONS REV`-~---- BY DATE REVISIONS EXRlRES: 12/3112{l1(0 APPROVED BY: R. MCGRUER 12NOV15 DRAWING N0. SHEET REV NO. NO. NO. N0. SCALE: AS SHOWN DATE PMS -1596-D 4F 1 B N55 N54 N54 N56 N55 N54 FOR CONTINUATION SEE PME--1524- mm M71— �I r-7 Le WP PLS t2l"'aJ 00) �l of 015 "A' Nov 2 3 2015 C;vigiria" subralftal'_ '**-6' CHANNEL S9C-1 B.O.C. EL. 99'-8' 158 -D I EL705-295A LEL705-297 CONT. POWER (E LIGHTING (E) N53 N53 A LT - CHEMICAL UNLOADING (E) N52 L3 DR705-325 (E) MCC 23A -04C N 0, I, WA -1 ER Z. PUMP 18" (E) n z < DR705-106 (E) M (y) El NORTH 0i MCC 23C -03D ry 0 2* 49 8* 12' U X TljriEc:'MA* WA_'ER (y) CU >P� MD i%85-_ ... 0_f5C)(E"' CD U + �DR185-066 CE)l MCC 23C -05D 1 N55 .. . ................ N56 N55 ICY, 955 A FOR CONTINUATION SEE LOWER LEFT z I/O RACK 2A—Y (E) __j EXTEND _j C LE TRAY z (EXIST, 24' U THRU ROOF—/ HOLD FOR CERTIFIED Ld CABLE TRAY C BLE TRAY U THRU ROOF VENDOR DRAWINGS ....... 36' TRAY—\ CP DILUTION PUMP VFD 18, TRAY PDT PAM PUMP mnPTW ......... ..... MOTOR DR705-068A EXIST. JC SEC. HDBX, SLICE INVERTER MOTOR OUT INVERTER AFE 2 �LCL 2 U I LCL 1 AFE 1 SUB 23 BUILDING III S PPLY OPENING VFD A /�LR Yf(_1 (6 1) 0% �D 11 — 5 B. I t 1-100 AC AC Z _,—PRI. HDBX. SLICE C) �0 AFE 1 LCL 1 LCL 2 AFE 2 NVERTE MOTOR OUT INVERTER SUPPLY BUS (U VFD OPENING -TEMPORARY-, Fy�'EI - - ------------ - -- — ------- ...... .... . . .... 7(� \ i / PRI FAN PUMP SOUTH ii / _­ ... . ............. .. DISC, SV, 180,0A, I Cj il PRI. HDBX. SLICE MOTOR DR705-068B Uj SETBACK VFD (FLOOR EL. 89'-4') TRAY -1 (2 I IN 'r B.D.T. O' -1O FAN VFD SUB 23 ADSORBER HOLD FOR CERTIFIED --< OPING, 8x 32' VENDOR DRAWINGS FOR CONTINUATION SEE RIGHT CIPAN EC =X AUX Y) AU A r L X OF PRI, FAN PUMPS AUX, CABINET ELECTRICAL PLAN GROUND FLOOR EL 89-4" SUB 23 SCALE: 1/4'=l' -O' DRAWING NO. REFERENCE REF NONO. DRAWING NO. REFERENCE REF REV BY DATE -N-0. . W REVISIONS D DRS 18NOV15 ISSUE FOR PERMIT C GRC 30OCT15 ISSUE FOR REVIEW -REFINER B DRS 230CT15 ISSUE FOR LV SWGR A DRS 03SEP15 ISSUE FOR REVIEW REV NO. BY I DATE ----- F? mk3 REVISIONS 705-293 FILE: PME-1525—D ---- - . . .. .. .......... 18NOV15 DRAWING NO. SHEET -_REV ID Pq DATE PME-15,25-DI NO. 5 AIR (E) (y) cu 0i DR7 5-029 (E) MAKE-UP ADD �_'W U MC� 23A -01B - - ----- L - ­ - - - ---------- - - . ..... ......... .... ..... . N 0. ERMA. WA�ER (E) ;ECTION U X umf 'I 85-0�57 'E) MCC 23A ----- L3 DR705-325 (E) MCC 23A -04C N 0, I, WA -1 ER Z. PUMP 18" (E) n z < DR705-106 (E) M (y) El NORTH 0i MCC 23C -03D ry 0 2* 49 8* 12' U X TljriEc:'MA* WA_'ER (y) CU >P� MD i%85-_ ... 0_f5C)(E"' CD U + �DR185-066 CE)l MCC 23C -05D 1 N55 .. . ................ N56 N55 ICY, 955 A FOR CONTINUATION SEE LOWER LEFT z I/O RACK 2A—Y (E) __j EXTEND _j C LE TRAY z (EXIST, 24' U THRU ROOF—/ HOLD FOR CERTIFIED Ld CABLE TRAY C BLE TRAY U THRU ROOF VENDOR DRAWINGS ....... 36' TRAY—\ CP DILUTION PUMP VFD 18, TRAY PDT PAM PUMP mnPTW ......... ..... MOTOR DR705-068A EXIST. JC SEC. HDBX, SLICE INVERTER MOTOR OUT INVERTER AFE 2 �LCL 2 U I LCL 1 AFE 1 SUB 23 BUILDING III S PPLY OPENING VFD A /�LR Yf(_1 (6 1) 0% �D 11 — 5 B. I t 1-100 AC AC Z _,—PRI. HDBX. SLICE C) �0 AFE 1 LCL 1 LCL 2 AFE 2 NVERTE MOTOR OUT INVERTER SUPPLY BUS (U VFD OPENING -TEMPORARY-, Fy�'EI - - ------------ - -- — ------- ...... .... . . .... 7(� \ i / PRI FAN PUMP SOUTH ii / _­ ... . ............. .. DISC, SV, 180,0A, I Cj il PRI. HDBX. SLICE MOTOR DR705-068B Uj SETBACK VFD (FLOOR EL. 89'-4') TRAY -1 (2 I IN 'r B.D.T. O' -1O FAN VFD SUB 23 ADSORBER HOLD FOR CERTIFIED --< OPING, 8x 32' VENDOR DRAWINGS FOR CONTINUATION SEE RIGHT CIPAN EC =X AUX Y) AU A r L X OF PRI, FAN PUMPS AUX, CABINET ELECTRICAL PLAN GROUND FLOOR EL 89-4" SUB 23 SCALE: 1/4'=l' -O' DRAWING NO. REFERENCE REF NONO. DRAWING NO. REFERENCE REF REV BY DATE -N-0. . W REVISIONS D DRS 18NOV15 ISSUE FOR PERMIT C GRC 30OCT15 ISSUE FOR REVIEW -REFINER B DRS 230CT15 ISSUE FOR REVIEW A DRS 03SEP15 ISSUE FOR REVIEW REV NO. BY I DATE 26AUG15 F? mk3 REVISIONS 1"-2# Amosshk 0 JACOEM 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. Tel: 1-503-624-3000 Fox: 1-503-624-3001 GENERAL NOTESi A. FOR DETAILS AND GENERAL NOTES REFER TO CABLE TRAY DETAIL SHEET PME-1581-D, B. FIRE ALARM SYSTEMll SUBCONTRACT KEYED NOTES, 1. RELOCATE LIGHT SWITCH TO SOUTH SIDE OF DOORWAY, 2. RELOCATE (1) 3/4' CONDUIT WITH (1) TWISTED PAIR SPARE CABLE AT DR705-319, RELOCATE SO THAT 'LB' COVER WILL BE ACCESSIBLE AFTER AIR LOCK WALL CONSTRUCTION, 3. PROVIDE FIRE SEAL AT CABLE TRAY ROOF PENETRATION, 4. SMOKE/FIRE DAMPER, 120VAC FROM F.A. RELAY PANEL, — ® , — --- 1* — — — _ ® e � NEW CANOPY F_ 0 PRFs SPRINGFIELD PM2 � G I N INTERNATIONAL I PAPER PRODUCTIVITY IMPROVEMENT cr 88 ELECTRICAL GENERAL ARRANGEMENT OREGON Containerboard Manufacturing, Springfield, Oregon SUB 23 GROUND FLOOR 2217 PROJECT Na, 251PY1051 DRAWN BY: D. STEWARD 26AUG15 F? mk3 CHECKED BY: S. MURPHY 1APPROVED 16NOV15 FILE: PME-1525—D BY: M, ARMSTRONG 18NOV15 DRAWING NO. SHEET -_REV ID ISCALE: 1/4' = 1'-0' DATE PME-15,25-DI 1 OF 1 (Ty 12.47 KV FEEDER FROM EWEB SUBSTATION 5 N5 A ) IN55 I (MB ONLY) EL705-293 (E) ��4 rN 5 4� (N 5 N54 rN 5 3 "P 14-11 FROM 705-2791!` TO 705-2792 11 in, TRAY FP -1 B.O.T. EL. 117'-81 EXIST, SUB 1 23 BUILDING ROOFD —D (EL 107'-0") G •10-- 1 F I - - - - - - - - - - - - - - - - - - ------ ----- ---- FOR C6� SCALE: 1/4'=l' -O' N53 FOR CONTINUA GENERAL NOTES, A. ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES AND THE OWNER PRIOR TO FABRICATION OR INSTALLATION OF ANY ELECTRICAL EQUIPMENT OR RACEWAYS C m0",O =0:c ", F [4E-:-2)4 A Xy NORTH KEY PLAN 0 29 4* 8* 12' HOLD FOR CERTIFIED G)- VEND13R DRAWINGS t-m114Uv I MDU v r - EQUIPMENT ON ROOF JACO S 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. Tel: 1 _503-624-3000 Fax: 1-503-624-3001 N54 N54 N54 N53 B A =T='9i FJ ---------- SEAL PER 16 STRUCTURAL DETAIL Pmt-1�596-D X 10 40 OPENING IN ROOF CL AR AREA IN' FOR 36" WIDE FRONT OF ITCHGEAR I CABLE TRAY 0 NEW -4 PRIMAR AUX BUS SWITCH LO CY) C3 U-) C) � U Bu, W r1i E3 F 6r iE - ------- ----- 0 - ---------- Plan 201-09 4C4 0 3 lit, PR N SPRINGFIELD PM2 INTERNATIONAL (& PAPER PRODUCTIVITY IMPROVEMENT 886q4P'E 77 -ELECTRICAL GENERAL ARRANGEMENT OREGON Containerboard Manufacturing, Springfield, Oregon SUB 23 OPERATING FLOOR LEVEL kp b 0 2 2, DRAWN BY: D. STEWARD 26AUG15 PROJECT NO, 25PY1051 SNP. MVRP CHECKED BY: S, MURPHY 16NOV15 FILE: PME-1546-D rETES: APPROVED BY: M, ARMSTRONG 18NOV15 DRAWING NO. SHEET IREV p 71R- (Wz If ISCALE: 1/4' = V-0' DATE PME-1546-DI 1 OF 1 C C DRS 18NOV15 ISSUE FOR PERMIT B DRS 230CT15 ISSUE FOR REVIEW A DRS 03SEP15 ISSUE FOR REVIEW DRAWING NO. REFERENCE REF DRAWING NO. REFERENCE REF REV BY DATE REVISIONS REV NO. NO. NO. No. BY DATE REVISIONS t-m114Uv I MDU v r - EQUIPMENT ON ROOF JACO S 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. Tel: 1 _503-624-3000 Fax: 1-503-624-3001 N54 N54 N54 N53 B A =T='9i FJ ---------- SEAL PER 16 STRUCTURAL DETAIL Pmt-1�596-D X 10 40 OPENING IN ROOF CL AR AREA IN' FOR 36" WIDE FRONT OF ITCHGEAR I CABLE TRAY 0 NEW -4 PRIMAR AUX BUS SWITCH LO CY) C3 U-) C) � U Bu, W r1i E3 F 6r iE - ------- ----- 0 - ---------- Plan 201-09 4C4 0 3 lit, PR N SPRINGFIELD PM2 INTERNATIONAL (& PAPER PRODUCTIVITY IMPROVEMENT 886q4P'E 77 -ELECTRICAL GENERAL ARRANGEMENT OREGON Containerboard Manufacturing, Springfield, Oregon SUB 23 OPERATING FLOOR LEVEL kp b 0 2 2, DRAWN BY: D. STEWARD 26AUG15 PROJECT NO, 25PY1051 SNP. MVRP CHECKED BY: S, MURPHY 16NOV15 FILE: PME-1546-D rETES: APPROVED BY: M, ARMSTRONG 18NOV15 DRAWING NO. SHEET IREV p 71R- (Wz If ISCALE: 1/4' = V-0' DATE PME-1546-DI 1 OF 1 C CONNECT TO EXIST, GROUND GRID LOCATED AT COL, N56 SEE NOTE 3, N56 N55 I -- G — — — —,'J ------ G----- - --- I CD .._.. ! i I { ! I ! I ! -Ep ---- I �--- G — -- —: ; l Il--- G -------- I H I 1 I � I � I I j I C� CD l r t——--G---—-----G-------—G------ I �I I _ I I � I c� c� EN ' 1 e r�-- �� -- - G------ G �- G-- -- G---=` --G—` 3 dh El E -...__... .._ __.........._...:_...__._..:_, ----.____.__......_.. .__._. ___.___.._..._.._..___._._.____..._._--_ ... d_..rvm.--v..w._..:r...w-..�...-w_-.w._vmw:.v_«..vn-..w.wrr ..........._._..�_. N54 N54 B A 1 11 \ N54 G GENERAL NOTESI A. FOR GENERAL NOTES AND GROUNDING DETAILS SEE DWG PME-1586-D. W" t - - ----- SFD —.---- ---- --- 5 7 2 (TYP) 7 t� CTYPJ i I 3 PM -158 -D E �----- �— ------♦- G--------------G-----------------G— -- � I - i _ ♦�� F 36ALL! ROUN A DI C) OD N ! i f t _...__._..._.__._.._____._......._ _. ......_..._...._._._........ _.� ............ OF 7 T -_-__ 4 : - ...— —.—.-_.. ._.. ._8 _4 0) PM ;58 -D ECM . _.l_i .___....._._. - _It _ ( _0PANEL 6 — -- _— — —— —— �'-M _.1 U' ..-. 3A -- -- ' i ��j (f ) PM -158 -D U P t Iv— — ---- G ----- =----1G ---=--- G —------ --------------- f TYP 6 �J t 0 L--- -- o f 7 COLUMNS TV P I�' 000t4 # PM -� -D J � C/ 1` I&,,I A t s s " ? t: 1i_2r 201_0' I yiklro mM PkPW 201 ELECTRICAL PLAN - GROUND FLOOR SUB 23 SCALE: 1/4'=l' -O' B DRS 18NOV15 ISSUE FOR PERMIT A DRS 230CT15 ISSUE FOR REVIEW DRAWING NO. REFERENCE REF DRAWING NO. REFERENCE REF REV BY DATE REVISIONS REV BY DATE REVISIONS NO. NO. NO. I I I N0. LEGEND KEYED NOTESI 1, BOND #4/0 GROUND CONDUCTOR TO EXISTING MILL TYP 3 GROUND CONDUCTOR, USE T & B 'C' TAP CAT.#54760 PLCS CONNECTOR TO BURNDY TYPE YGL-C. 2. GROUND CONNECTION TO REBAR, O. 1THERMAL tr A E<; UMP 1 85 C5 - 3. GROUND CONNECTION TO EMBEDDED CHANNELS. CONNECT EX-ISTING BURIED GRDt#OD-�CE D TEN;Z=-, - WITH EXOTHERMIC WELD. COORDINATE STUB -UP -G— —G— (SIZE INDICATED ON DWGS & DETAILS) LOCATIONS WITH STRUCTURAL HOUSEKEEPING PADS, ABOVE GRADE GROUND CONDUCTOR 4. GROUND CONNECTIONS TO NEW PIN PILES, ATTACH (SIZE INDICATED ON DWGS & DETAILS) USING EXOTHERMIC WELD, REF DWG. PMS -1560-D, 0. 2 HEPMr„ WAT E SUFFICIENT CONNECTIONS SHALL BE MADE TO PILES UMIP 185-058 TO ACHIEVE 5 OHM GROUND RESISTANCE, RESISTANCE SHALL BE MEASURED AT TEST WELL PER S-3611, DEA O, CONNECT MINIMUM 4 PILES AT CORNERS WHERE SHOWN. D /�G , DETAIL CALLOUT 5, INSTALL #4/0 GROUND PIGTAIL FOR CONNECTION TO �N EQUIPMENT GROUND BUS, LEAVE 6' TAIL EXPOSED G, 3 THERMAL WAE .; ABOVE EQUIPMENT PAD, COORDINATE LOCATION WITH UMP 185-0509 EQUIPMENT USING CERTIFIED DRAWINGS OF EQUIPMENT BASE DETAILS, 6. CONNECT STEEL STAIR TO GROUND GRID AT APPROX. 9'-0' ABOVE GRADE. ROUTE UP WALL IN PVC CONDUIT, 7, CONNECT GROUNDS TO INSIDE WEB OF ALL 6 COLUMNS. CONTINUE GROUNDS UP COLUMNS THRU ROOF TO CONNECT AT SHED ROOF COLUMNS ON ROOF, AND TO UNIT SUBSTATION - SEE DRAWING PME-1575-D, 8. INSTALL ENCLOSURE EXTENSIONS TO ACHIEVE 36' ENCLOSURE DEPTH, W" t - - ----- SFD —.---- ---- --- 5 7 2 (TYP) 7 t� CTYPJ i I 3 PM -158 -D E �----- �— ------♦- G--------------G-----------------G— -- � I - i _ ♦�� F 36ALL! ROUN A DI C) OD N ! i f t _...__._..._.__._.._____._......._ _. ......_..._...._._._........ _.� ............ OF 7 T -_-__ 4 : - ...— —.—.-_.. ._.. ._8 _4 0) PM ;58 -D ECM . _.l_i .___....._._. - _It _ ( _0PANEL 6 — -- _— — —— —— �'-M _.1 U' ..-. 3A -- -- ' i ��j (f ) PM -158 -D U P t Iv— — ---- G ----- =----1G ---=--- G —------ --------------- f TYP 6 �J t 0 L--- -- o f 7 COLUMNS TV P I�' 000t4 # PM -� -D J � C/ 1` I&,,I A t s s " ? t: 1i_2r 201_0' I yiklro mM PkPW 201 ELECTRICAL PLAN - GROUND FLOOR SUB 23 SCALE: 1/4'=l' -O' B DRS 18NOV15 ISSUE FOR PERMIT A DRS 230CT15 ISSUE FOR REVIEW DRAWING NO. REFERENCE REF DRAWING NO. REFERENCE REF REV BY DATE REVISIONS REV BY DATE REVISIONS NO. NO. NO. I I I N0. NORTH 0 2' 4' 8' 12' PREF SPRINGFIELD PM2 GIN8e- INTERNATIONAL(& PAPER PRODUCTIVITY IMPROVEMENT t3 X886 4PE� I I ELECTRICAL JACOBS GROUNDING PLAN OREGON Containerboard Manufacturing, Springfield, Oregon SUB 23 GROUND FLOOR 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. Tel: 1-503-624-3000 Fax: 1-503-624-3001 s� 22, 2o`y, DRAWN BY: F, STAGLIANO 140CT15 PROJECT NO, 25PY1051 P. mo CHECKED BY: S, MURPHY 16NOV15 FILE: PME-1572-D EXPIRES: I APPROVED BY: M, ARMSTRONG 18NOV15 DRAWING NO. SHEET REV SCALE: 1/4' = 1'-0' 1 DATE PME-157241 OF 1 13 LEGEND GROUND ROD TYP 3 GROUND TEST WELL W/GROUND ROD PLCS 'D BURIED GROUND CONDUCTOR NEW �— �- (SIZE INDICATED ON DWGS & DETAILS) EX-ISTING BURIED GRDt#OD-�CE D TEN;Z=-, - -G— —G— (SIZE INDICATED ON DWGS & DETAILS) ABOVE GRADE GROUND CONDUCTOR (SIZE INDICATED ON DWGS & DETAILS) ---♦ t GROUND CONDUCTOR CONNECTION :TYP.) GROUND PIGTAIL FOR FUTURE USE �L 2'-6' GRADE, DEA O, UNDER D /�G , DETAIL CALLOUT _-TE �N IGS —� GROUND BUS -SEE DETAIL NORTH 0 2' 4' 8' 12' PREF SPRINGFIELD PM2 GIN8e- INTERNATIONAL(& PAPER PRODUCTIVITY IMPROVEMENT t3 X886 4PE� I I ELECTRICAL JACOBS GROUNDING PLAN OREGON Containerboard Manufacturing, Springfield, Oregon SUB 23 GROUND FLOOR 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. Tel: 1-503-624-3000 Fax: 1-503-624-3001 s� 22, 2o`y, DRAWN BY: F, STAGLIANO 140CT15 PROJECT NO, 25PY1051 P. mo CHECKED BY: S, MURPHY 16NOV15 FILE: PME-1572-D EXPIRES: I APPROVED BY: M, ARMSTRONG 18NOV15 DRAWING NO. SHEET REV SCALE: 1/4' = 1'-0' 1 DATE PME-157241 OF 1 13 S 0 -e &Ln � DRAWING NO. REFERENCE REF DRAWING NO. NO. GENERAL NOTESI A. FOR GENERAL NOTES AND GROUNDING DETAILS SEE DWG PME-1586—D, KEYED NOTES= 1. GROUND CONNECTION TO REBAR, 2, GROUND CONNECTION TO EMBEDDED CHANNELS. CONNECT WITH EXOTHERMIC WELD, COORDINATE STUB -UP L❑CATIONS WITH STRUCTURAL HOUSEKEEPING PADS, 3. CONNECT GROUND WIRE FROM FLOOR BELOW TO THE WEB OF COLUMN. CONTINUE GROUND WIRE DOWN INTO FLOOR PRIOR TO CONCRETE POUR FORMING IN SLAB GROUND RING, 4, 1' SCHEDULE 80 PVC SLEEVE, 5. PRESERVE UPPER STAIRCASE GROUND AND CONNECT TO NEW ROOF EMBEDDED GROUND RING. 6. GROUND THE TOP OF THE STAIRCASE, 7. INSTALL #4/0 GROUND PIGTAIL FOR CONNECTI❑N TO EQUIPMENT GROUND BUS. LEAVE 6' TAIL EXPOSED ABOVE EQUIPMENT PAD, COORDINATE LOCATION WITH EQUIPMENT USING CERTIFIED DRAWINGS OF EQUIPMENT BASE DETAILS, LEGEND O GROUND ROD GROUND TEST WELL W/GROUND ROD BURIED GROUND CONDUCTOR NEW --�— (SIZE INDICATED ON DWGS & DETAILS) EXISTING BURIED GROUND CONDUCTOR —G— —G— TYP 6 (SIZE INDICATED ON DWGS & DETAILS) PLCS 7 ABOVE GRADE GROUND CONDUCTOR PM —� — —G G (SIZE INDICATED ON DWGS & DETAILS) _:• ___._...._t,.__...___..___ ____ _ __. _.._.____._ s_.__�. _. __. 3TYP 6 PLCS -- ♦ GROUND CONDUCTOR CONNECTION o 1 ELECTRICAL PLAN HR TEIC EL, 10T -T SUB 23 SCALE: 1/4'=l'—O' a :NEFERENCE -� •� TYP 21 PLCS •D #4/0 (TYP) EMBEDDED IN ROOF CONCRETE (TYP. AT COLUMNS) NORTH 0 2' 4' 8' GROUND PIGTAIL FOR FUTURE USE DE.1 A D / L N�� DETAIL CALLOUT G �N�, GROUND BUS — SEE DETAIL SHEET ® JACO 5005 SW Meadows Road Suite 100, lake Oswego, OR 97035 U.S.A. Tel: 1-503-624-3000 Fax: 1-503-624-3001 �E0 PIZ ���GtNF��d'i0 w $$6 �p y REGO h ��. ° 22, ��` ,��� �ti P. N10 INTERNATIONAL(& PAPER Containerboard Manufacturing, Springfield, Oregon SPRINGFIELD PM2 PRODUCTIVITY IMPROVEMENT ELECTRICAL GROUNDING PLAN SUB 23 H,P, TOC EL, 107'-2' PROJECT NO, 25PYl0 11 FILE: PME-1575—D B DRS 18NOV15 ISSUE FOR PERMIT DRAWN BY: F, STAGLIANO 140CT15 CHECKED BY: S, MURPHY 16NOV15 A DRS 230CT15 ISSUE FOR REVIEW DATE REVISIONS REV NO. BY DATE REVISIONS APPROVED BY: M, ARMSTRONG 18NOV15 DRAWING NO. PME-1575—D SHEET 1 of 1 REV B SCALE: 1/4" = 1'-0" DATE I.. . - Z4 V1 m #4/0 BARE MAIN GRID #4/0 BARE COPPER MAIN GRID OR REBAR #4/0 BARE COPPER MAIN GRID COMPRESSION FITTING BURNDY TYPE YGL—C OR EQUAL STRUCTURAL STEEL COLUMN — - BURNDY VERSITAIL CAT, NO, GSTUD34HY, OR EQUAL. WELD TO COLUMN WEB, - COMPRESSION FITTINGS, BURNDY TYPE YGHC—C OR EQUAL SLEEVE 1' SCHED 80 PCV R ( a FLOOR d <.4 . 4 a G z I #4/0 0 GENERAL NOTES] A. ALL GROUND CONDUCTORS TO BE #4/0 AWG BARE SOFT STRANDED COPPER, MINIMUM BURIAL TO BE 2'-61, MINIMUM DISTANCE FROM FOOTING AND FOUNDATIONS TO BE 3'-0', B. PROVIDE 10'-0' OF GROUND CONDUCTOR PIGTAIL ABOVE GRADE OR FLOOR ELEVATION TO ALLOW FOR CONNECTION TO STRUCTURALSTEEL OR EQUIPMENT, C. GROUND RODS TO BE 3/4" DIA, X 24'-0" LONG, COPPERWELD DRIVEN INTO EARTH UNTIL TOP OF ROD IS 1'-6' BELOW TOP OF FINISH GRADE. (EXCEPT AT TEST WELLS). D. ELECTRICAL CONTRACTOR TO COORDINATE INSTALLATION OF GROUND CONDUCTORS AND CONDUIT SLEEVES PRIOR TO' FOUNDATION INSTALLATION. ELECTRICAL CONTRACTOR TO LEAVE ALL PIGTAILS ABOVE GRADE OR FLOOR CLEARLY MARKED WITH STAKES OR COLORED TAPE. E. ALL GROUNDING CONDUIT SLEEVES TO BE 1' SCHEDULE 80 PVC CONDUIT. FILL CONDUIT WITH FIRE RESISTANT FOAM AFTER GROUND CABLE TERMINATION, F. WHERE GROUND CONDUCTORS ARE RUN ABOVE GRADE M--'— THEY SHALL BE SUPPORTED WITHOUT SAG AT INTERVALS OF NOT MORE THAN 2'6" HORIZ, AND 4'-0" VERTICALLY. GROUND CONDUCTOR SHALL BE ROUTED IN RIGID METAL CONDUIT WHERE NOT PROTECTED FROM PHYSICAL DAMAGE, CONDUIT TO BE BONDED AT BOTH ENDS. GROUNDING DETAIL G. ALL GROUND CONNECTIONS TO BE COMPRESSION 1 CABLE TO CABLE TEE CONNECTION 2 CABLE TO CABLE CROSS CONNECTION 3 GROUND TO COLUMN CONNECTION TYPE UNLESS OTHERWISE INDICATED, H. CONTRACTOR TO INFORM IP REPRESENTATIVE WHEN SCALE: NONE — SCALE: NONE — SCALE: NONE ANY EXISTING BURIED GROUNDING IS FOUND. IP REPRESENTATIVE WILL DIRECT ANY DAMAGED GROUND CONDUCTOR REPAIR AND/OR ADDITIONAL FINISHED GRADE CHRISTY G03 COVER CONNECTIONS BETWEEN NEW GROUNDING AND MARKED "GROUND" OR EQUAL. EXISTING GROUND GRID. L ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL BURNDY #BBB14412E 12' x z OTHER TRADES AND THE OWNER PRIOR TO 4 x 1/4" COPPER GROUND �Jo�C >�oQ`�; FABRICATION OR INSTALLATION OF ANY ELECTRICAL BAR, OR EQUIVALENT I I I I (� {{ 9' .51 I a EQUIPMENT OR RACEWAYS. GROUND ACCESS WELL ((, I I ( �o �i o BRONZE MACH. BOLTS WITH - OLDCASTLE, CHRISTY BRONZE HARDWARE FINISH GRADE G03 CONCRETE ENCLOSURE OR EQUAL INSULATOR STEEL m (TYP) STAND—OFFS z H pp¢ m m # 4/0 BARE COPPER GROUND WIRE o N BURNDY 'GAR' TYPE GROUND CONNECTOR �a _`:.: lo— OR EQUAL 2—HOLE COMPRESSIONm @ G _ SAND LUG BURNDY #YA282Nlo BURNDY COMPRESSION EXTENSIONS FITTING YGLR—C AS REQUIRED # 4/0 BARE CU, BARE 4/0 COPPER OR EQUAL GROUND WIRE TO GROUND GRID (SEE PLAN) — — — -� TO MAIN GROUND GRID, TO MAIN GRD. GRID, S--- G --S FOR CONTINUATION SEE NOTES: FOR CONTINUATION GROUNDING PLANS 1. MOUNT TO WALL WITH (4) 5/16' DIA. GROUND ROD AS INDICATED SEE GROUNDING PLANS EXPANSION ANCHORS. ON GROUNDING PLANS # 4/0 BARE CUG . GROUND WIRE GROUND ROD AS INDICATED ON PLAN DWGS, 4 GROUND BUS BAR DETAIL 5 GROUND ROD DETAIL 6 GROUND TEST WELL — SCALE: NONE — SCALE: NONE — SCALE: NONE TO UPPER LEVELS BURNDY VERSITAIL AS REQUIRED CAT. NO. GSTUD34HY, OR EQUAL. WELD TO STRUCTURAL STEEL COLUMN WEB. COLUMN COMPRESSION FITTINGS, G BURNDY TYPE YGHC—C OR EQUAL #4/0 IN SLAB SLEEVE 1' SCHED 80 PCV FLOOR 4 -� d d #4/D 1 GROUND WIRE FLOOR PENETRATION 8� r7_N GROUND WIRE CONTINUATION SCALE: NONE p PR Ljuvc NOV 2 3 2015 N �FFss, SPRINGFIELD PM2 INTERNATIONAL PAPER PRODUCTIVITY IMPROVEMENT ® 88614PE ELECTRICAL /f/ GROUNDING DETAILS OREGO Containerboard Manufacturing, Springfield, Oregon C DRS 1$NUV15 ISSUE FOR PERMIT JACO 5005 SW Meadows Road Suite 100, Lake Oswego, OR 97035 U.S.A. B GRC 30OCT15 ISSUE FOR REVIEW Tei: 1-503-624-3000 � Fax: 1-503-624-3001 S� 22.2 .� DRAWN BY: D, LEINWEBER 20OCT15 PROJECT NO. 25PY1051 A GRC 230CT15 ISSUE FOR REVIEW qy P. Mv¢� CHECKED BY: S, MURPHY 16NOV15 FILE: PME-1586—D DRAWING N0. REFERENCE REF DRAWING N0. REFERENCE REF REV BY DATE REVISIONS REV BY DATE REVISIONS EXPIRES: j2 3 6� APPROVED BY: M ARMSTRONG 18NOV15 DRAWING NO. SHEET REV N0. N0. N0. JN0. SCALE: AS NOTED DATE PME-1586-D 1 OF � C