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Plans P202a -cc)12co DURHAM O&M BUILDING '[[' ) MAINTENANCE STORAGE AND PARKING LOT IMPROVEMENTS CITY OFTIGARD BUILDING DIVISION PROJECT TEAM PROJECT DESCRIPTION . , OWNER CIVIL > u THE PROJECT CONSISTS OF SEVERAL DESIGNATED IMPROVEMENTS TO THE BACK-OF-HOUSE Q CLEAN WATER SERVICES AAI ENGINEERING AREA AT THE RECENTLY RENOVATED O&M BUILDING. THE COVERED STORAGE AREA THAT DURHAM AWWTP 4875 SW GRIFFITH DR,SUITE 300 CURRENTLY EXTENDS WEST OF THE NORTH WING OF THE BUILDING WILL BE RELOCATED TO c 16060 SW 85th AVE. BEAVERTON,OR 97005 A NEW OUTDOOR COVERED AREA IMMEDIATELY WEST OF THE NORTHERNMOST SHOP BAY. (NI TIGARD,OR 97224 PH:503.620.3030 ARCHITECTURAL DETAILING WILL MATCH THE RECENT RENOVATION. THIS RELOCATION WILL PH:503.547.8150 CONTACT:DUSTIN ELMORE FACILITATE THE RECONFIGURATION OF THE REAR PARKING AREA TO ALLOW FOR MORE SW Durham Rd.CONTACT:DAN GARBELY PARKING SPACES AND MORE EFFICIENT MANEUVERING FOR DELIVERY TRUCKS. r • - • '• C STRUCTURAL ARCHITECTURAL AT ANOTHER REAR DOCK AREA,A NEW CANOPY COVERING WILL BE CONSTRUCTED. THIS I I, . AMODEO STRUCTURAL ENGINEERING RESOLVE ARCHITECTURE+PLANNING CANOPY WILL MATCH THE EXISTING CART CANOPIES CONSTRUCTED FOR THE PREVIOUS P.O.BOX 83343 3742 SE MILL ST. REMODEL BUT BE HIGH ENOUGH TO ALLOW FOR THE FULL-HEIGHT OPENING OF THE DOCK'S L PORTLAND,OR 97283 PORTLAND,OR 97214 OVERHEAD DOOR. �, PH:503.804.9397 PH:503.939.5130 CONTACT:RICK AMODEO CONTACT:JOHN FLYNN IN ADDITION TO THE RECONFIGURATION/REPAVING/RESTRIPING OF THE REAR(WEST) L ,.„. PARKING,THE SCOPE OF CONSTRUCTION INCLUDES REPAVING/RESTRIPING OF THE FRONT (EAST)PARKING AREA. ro86l MECHANICAL/PLUMBING/ELECTRICAL / ' SAZAN GROUP THE SCOPE OF CONSTRUCTION ALSO INCLUDES SEVERAL MISCELLANEOUS IMPROVEMENTS (/ .r' 111 SW FIFTH AVE,SUITE 2120 AT VARIOUS LOCATIONS. REFER TO SHEET G.2 FOR A DESCRIPTION OF ALL SCOPE OF WORK J' h PORTLAND,OR 97204 ITEMS. I PH:503.416.2400 •CONTACT:DANIELTOUGER I ,• - SHEET INDEX ABBREVIATIONS GENERAL ELECTRICAL AFF ABOVE FINISHED FLOOR GWB GYPSUM WALLBOARD APPROX. APPROXIMATE HGHT HEIGHT A ". G.1 COVER E0.0 GENERAL NOTES,LEGEND,&DRAWING INDEX CLNG. CEILING LL LOT LINE -. G.2 PROJECT OVERVIEW E0.3 ELECTRICAL SCHEDULES AND DETAILS CLR CLEAR MAX. MAXIMUM • E1.1 SITE DEMOLITION CO CARBON MONOXIDE MECH MECHANICALN E2.1 SITE POWER AND LIGHTING CONC. CONCRETE MIN. MINIMUM VICINITY PLAN CIVIL E3.1 SITE PHOTOMETRICS CONT CONTINUOUS N/S NORTH-SOUTH LOT:2S113B000600 NTS TAX E4.1 ELECTRICAL PARTIAL PLANS&ONE-LINE DBL DOUBLE O.C. ON CENTER CO.2 GENERAL NOTES DIAGRAMS DIA. DIAMETER OSB ORIENTED STRAND BOARD SITEAXADDRESS:16580 SW 85TH AVE,TIGARD,OR 97224 CO.3 EXISTING CONDITIONS E5.1 ELECTRICAL PANELS SCHEDULES DIM. DIMENSION PL PROPERTY LINE ZONING:I-P C0.4 DEMOLITION PLAN C1.0 HARDSCAPE PLAN (E) EXISTING PLWD. PLYWOOD C/ he C1.1 SITE PLAN WEST PLUMBING EA. EACH PT PRESSURE TREATED C2.0 GRADING PLAN E.N. EDGE NAIL REQ'D REQUIRED EQUIV. EQUIVALENT SFV SQUARE E FEET / b w lib EQUIP EQUIPMENT Op 7. • o C4 0 DETAILS PLAN P2.1 PLUMBING FLOOR PLAN Date:itip 't0Ve T/(�q O E/W EAST-WEST T.C. TOP OF 2 FIRE SPRINKLER FIN. FINISHED T.O.CONC.TOP OF CONCRETE n�tla/S. 2 Znn%n� m FIN.FL. FINISHED FLOOR U/S UNDERSIDE +� •, �I ARCHITECTURAL FP2.1 FIRE PROTECTION FLOOR PLAN F.N. FIELD NAIL W/ WITH a I SP ARCHITECTURAL SITE PLAN m A.1 PROJECT AREA PLAN GENERAL NOTES °I A.2 FLOOR PLAN A.3 ROOF PLAN v A.4 ELEVATIONS--MAINTENANCE STORAGE A. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH THE H. LOCATE EXISTING UTILITIES WHETHER INDICATED OR NOT AND PROTECT FROM DAMAGE. (7 A.5 BUILDING SECTION @MAINTENANCE STORAGE WORK. CONTRACTOR SHALL BEAR REPAIR OR REPLACEMENT EXPENSES OF UTILITIES OR OTHER z B. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS. NOTIFY PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE 3 A.6 BUILDING SECTIONS @CANOPY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. WORK. a A.7 BUILDING SECTION @ CANOPY ccA.8 DETAILS--STORAGE ROOF C. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND SHALL I. PROVIDE ACCESS PANELS AS REQUIRED.LOCATION,FINISH,AND TYPE SHALL BE APPROVED BY A.9 DETAILS--MISCELLANEOUS LOCATIONS MAINTAIN THE STRUCTURAL INTEGRITY OF CONSTRUCTION UNTIL FINAL LATERAL AND ARCHITECT PRIOR TO OBTAINING AND INSTALLING.ACCESS PANEL LOCATIONS NOT APPROVED o A.10 DETAILS--DOORS&DOOR HARDWARE VERTICAL CARRYING SYSTEMS IS COMPLETED. BY ARCHITECT WILL BE SUBJECT TO MODIFICATION AT NO ADDITIONAL COST TO OWNER OR a D. DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF CONCRETE, FACE OF MASONRY, ARCHITECT. PROVIDE RATED ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN m 2 GRID/COLUMN LINE,CENTER OF ELEMENT,COUNTERTOP EDGE•OR AS NOTED. WHICH THEY ARE INSTALLED. ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS OR 0 E. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTORS RATED ROOF CEILINGS SHALL BE SMOKE SEALED. WORK, COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, ACCURATE LOCATIONS OF J. ALL PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE STOPPED PER OSSC E STRUCTURAL -E STRUCTURAL MEMBERS, OPENINGS FOR MECHANICAL, ELECTRICAL, AND MISCELLANEOUS CHAPTER 7 AND THE AUTHORITY HAVING JURISDICTION'S REQUIREMENTS.RATED ASSEMBLIES a S.0 STRUCTURAL&GENERAL NOTES AND EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES (CLEARANCES SHALL BE CONSTRUCTED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES PER OSSC w REQUIRED SPECIAL INSPECTIONS REQUIRED)FROM THE MANUFACTURERS PRIOR TO CONSTRUCTION OF OR INSTALLATION OF SECTION 709.6. S.1 MAINTENANCE STORAGE FOUNDATION PLAN EQUIPMENT,FURNISHING,AND ACCESSORIES. K. ALL SAFETY GLAZING SHALL BE PERMANENTLY LABELED WITH THE MANUFACTURERS NAME. w S.2 MAINTENANCE STORAGE ROOF FRAMING PLAN F. DETAILS NOTED AS 'TYPICAL" OR "TYP" APPLY IN ALL CASES UNLESS SPECIFICALLY L. CONTRACTOR IS RESPONSIBLE FOR TRADE PERMITS, INCLUDING, BUT NOT LIMITED TO v S.3 CANOPY FOUNDATION&ROOF FRAMING PLAN REFERENCED. DETAILS THAT ARE SPECIFICALLY REFERENCED SHALL TAKE PRECEDENCE MECHANICAL, ELECTRICAL, AND EXTERIOR SIGNAGE. REFERENCED PERMITS SUMMARY ON 2 S.4 DETAILS-CANOPY OVER DETAILS NOTED AS "TYPICAL" OR "TYP". SPECIFIC NOTES AND DETAILS SHALL TAKE THIS SHEET. n PRECEDENCE OVER GENERAL NOTES AND DETAILS. NI. PROVIDE BACKING, BLOCKING, OR STRAPPING AS REQUIRED FOR MOUNTING GRAB BARS, _ a) S.5 DETAILS-STORAGE G. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE SHELVING,EQUIPMENT,HANDRAILS,ACCESSORIES,AND CASEWORKS. NI S.6 DETAILS-STORAGE PROJECT IS IN PROGRESS UNTIL PROJECT COMPLETION. m m 5 '4 c_ DON: DATE:ORIG PROD NAME: SHEET TITLE OF: DWG N: "JOHNI L FLYNN O �^4 �� _ N osN� DWG THIS BAR IS ONE INCH CeanWate� Services RESOLVE DURHAM O&M COVER SHEET DnTe. 9 a 20 �La $ oCNlt; CAD FILEffi WHEN DRAWING IS FULL Our commitment is clear. ARCHITECTURE + PLANNING PARKING LOT& PLCO, 52E8 cs+ - SCALE. OF QYV'-M•do a MAINTENANCE STORAGE Dws CD APPD: SCPLR. REVO DATE DRN APPO DESCRIPTION 2550 SW Hillsboro Hwy. HIIISbom,Oregon 97123-9379 PROJ 0: DIOR STAMP: „ -- i i JH / . od(4%,___ _I --= -:-- - Lj[1 l .# i rF � CONCEPT SKETCHES - FOR REFERENCE ONLY i __,...- ,. 0 ( 2 i •j �,��.� WEST PARKING 1 a. i r i i / _ i % / I %/cif%' ITEM 1 \1 \ •NEW COVERED MAINTENANCE STORAGE AREA 1 0 i - •DEMO EXISTING AND INSTALL OWNER-FURNISHED METAL FASCIA PANEL , r A - •NEW CANOPY AT EXISTING TALL OPENING TO SHOP MAINTENANCE SHOP ITEM 2 ... . ....... ..... .. i....rr....................rn a�i •REGRADE/REPAVE/RESTRIPE EAST PARKING y �2 l O % 1 > _ 71 •INCLUDES RECONFIGURATION OF PARKING AREA LIGHTING �� ( , L J = 1 •INCLUDES NEW SIDEWALK/BOLLARDS NORTH OF NEW MAINTENANCE STORAGE AREA - G 0 % l %"� — L / ' •INCLUDES INSTALLATION OF OWNER-FURNISHED FIRE HYDRANT y O •INCLUDES RE-SET OF EXIST. CATCH BASIN AT ENTRY TO E&I SHOP AND NEW CONC. APRON .,....,..., y 1 a •REPAVE/RESTRIPE WEST PARKING LJ l p 21 STORES !I ITEM 3 ./' O 1 •REPLACE EXISTING SINGLE-DOOR AND SIDELIGHT AT COMPRESSOR ROOM WITH NEW © oI HOLLOW METAL DOUBLE-DOORS & FRAME , EAST PARKING 3 i ITEM 4 •INSTALL SHEET METAL FLASHING OVER MAIN ENTRY DOOR; FLASH OVER TO EXISTING CANOPY -- SEE 3/A.9Oil c = •INSTALL SHEET METAL FLASHING OVER REAR ENTRY DOOR; FLASH OVER TO EXISTING CANOPY-- SEE 1/A.9 """""""""""""""'� a 02 o ITEM 5 r •PROVIDE & INSTALL NEW EDGE-OF-DECK LEVELER AT STORES LOADING DOCK f � a 3 U 3 SCOPE OF WORK DESCRIPTIONS ,� KEY PLAN ®N YE”=i'-0" _m S N ml m 22 ORIG PROJ NAME: SHEET TITLE: SHEET: OF, I!NYC h: f a c, URN: DATE - - - JDHN R FLYNN OD I. DSN: MVO a. PLOT. 9/4/20 �� N THIS BAR IS ONE INCH RESOLVE DURHAM O&M PROJECT DATE. QeanWater Services C4 CNN CAD LE„, WHEN DRAWING IS FULL aFCHIrecTuze . PLnNNI.J_, PARKING LOT& OVERVIEW PLC e: "� o Our commitment le clear --- OF 4i•M o APPD. MAINTENANCE STORAGE pRO 61 REV/I DATE DRN APPD DESCRIPTION 25503W Hillsboro Hwy. Hillsboro.Oregon 97123-9379 PROJI1 ENGR STAMP: GENERAL NOTES CONSTRUCTION NOTES MATERIAL NOTES 1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A DFM DI ITION 1. GENERAL MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA FROM ENGINEER PRIOR TO INSTALLATION. 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE IDENTIFIED IN THE PLANS. HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S 2. STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE AS INDICATED IN THE 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED DUCTS. PIPES PH LESS THAN 2' OF COVER SHALL BE C900/C905 PVC, HOPE OR PI POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING FROM THE SITE, AND DISPOSED OF PROPERLY. DUCTILE IRON PPE. CONSTRUCTION LAYOUT. 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED3. PRIVATE WATER MAINS 4-INCH DIAMETER AND LARGER SHALL BE DUCTILE IRON PIPE • 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. SCH B0; AS INDICATED IN THE PLANS. SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE 4. PRIVATE WATER LINES 3-INCH DIAMETER AND SMALLER SHALL BE TYPE K COPPER IMMEDIATELY UPON DISCOVERY. AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR OR PVC; AS INDICATED IN THE PLANS. 5. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL ORIGINAL CONDITION OR BETTER. 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM OTHER CALLOUTS. PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. VERIFIED PRIOR TO CONSTRUCTION LAYOUT. EXISTING CONSTRUCTION JOINT. 6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING SEPARATION STATEMENT MONUMENTATON DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND NEW PAVEMENT. COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS SHALL BE REESTABLISHED BY ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH A LICENSED SURVEYOR. DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS IITI ITIFS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2018 OREGON 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2017 OREGON PLUMBING FRAMES AND COVERS, ETC. TO FINISHED GRADE. MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF TIGARD. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, HORIZONTAL PARALLEL DISTANCE. IN CASES WHORE IT IS NOT POSSIBLE TO MAINTAIN 8. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES UTILITIES(STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO INSTALLATION OF OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE COMMENCING CONSTRUCTION. SERVICE. 9. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE TO ENGINEER AND OWNER. RULES BY CAWNG THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS(503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT STORM AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY 1. CONNECTIONS TO EXISTING STORM SEWERS SHALL CONFORM TO THE 2018 OREGON ABBREVIATIONS LOCATED. STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING NOTICE TO EXCAVATORS: 10. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR SEWERS AND STRUCTURES". ATTENTION: OREGON LAW REQUIRES YOU BOW BACK OF WALK INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. 2. BEGIN LAYING STORM DRAIN SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO FOLLOW RULES ADOPTED BY THE g CENTERLINE CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL TO GRADE AND AUGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE OREGON UTILITY NOTIFICATION CENTER. EG EXISTING GRADE UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY THOSE RULES ARE SET FORTHEX EXISTING BRING ANY DISCREPANCIES TO THE ATTENTION OF AN ENGINEERING, 72 HOURS SEWER PIPE USING A LASER. 952-001-0010 THROUGH OAR IN OAR ELEV ELEVATION FG FUTURE GRADE PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 952-001-0090. YOU MAY OBTAIN 3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 GUTTER - 11. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. COPIES OF THE RULES BY CALLING THE GB GRADE BREAK CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED - CENTER. IE INVERT ELEVATION TO IN THE PERFORMANCE OF THE WORK. (NOTE: THE TELEPHONE NUMBER FOR LT LEFT 12. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE OREGON UTILITY NOTIFICATION MAX. MAXIMUM THE CONTRACTOR SHALL ADHERE TO CITY OF TIGARD FOR MINIMUM EROSION EARTHWORKS CENTER IS (503)-232-1967). MIN. MINIMUM CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE NO. NUMBER MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM N75 NOT TO SCALE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR ENTERING THE STORM DRAINAGE SYSTEM. POTENTIAL UNDERGROUND FACILITY OWNERS PC POINT OF CURVATURE UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN PT POINT OF TANGENCY WATER DO NOT LEAVE THE SITE. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND Dig;Safely. ROW, R/W RIGHT-OF-WAY BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS RT RIGHT 13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE STA STATION CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST PERMITTED. Call the Oregon One-Call Center STD. STANDARD CONTROL AS REQUIRED. DIAL 811 or 1-800-332-2344 TC TOP OF CURB 3. SUBGRADE AND TRENCH SACKFUL SHALL BE COMPACTED TO AT LEAST 95%OF THE TP TOP OF PAVEMENT 14. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF BACKFLLED TRENCHES WITH WATER IS NOT PERMITTED. TIGARD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 16. NOTIFY CITY INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY REPRESENTATIVE SHALL BE REQUIRED. 0) 17. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. U 18. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF UCONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED C INTERVALS. 24-HOUR NOTICE IS REQUIRED. m 19. EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR w REPLACED IN ACCORDANCE WITH OREGON REVISED STATUTES 209.140- 209.155. g N a) N) = N I, m U .5 U T U IL E m i o O co 3 _0 o Ni co CT) - 3 m �1 COPF% DRN, ORIO PROF RARE: SHEET TITLE: SHEET. OF: DWG N'. b DATE. - I,�I elghei ITTOl:illb;lac. r •o DST: DWG a: °LOT 9/420 ��,› 4:• THIS BAR IS ONE INCH UeafW r Servizes DURHAM O&M GENERAL NOTES DATE CO '4jc N�A* o D„K, Dp„�„ WHEN DRAWING IS FULL ENGINEERING PARKING LOT& PLED Om commitment is oleos. $�Y SCALE. 4875 SW Comb V I5 Suite 300I Beaverton,OR WOOS MAINTENANCE STORAGE I EXPIRES 8/30/2021 I APED: SCALE. 5036]D.3030 RI.I50.620.5539 fax l'N•�'+�aaicng.� CWS n C) REV4 DATE DM APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9378 Project No.A19185.10 _ PROJ N: eNGRSTAMP: - \ 2 V3i, \ 9 / j/ -/ ' SURVEYOR NOTES / J A LEICA DNA10 DIGITAL LEVEL WAS USED TO LEVEL THROUGH PRIOR CONTROL AND SET SEVEN (7) NEW BENCH / /J�`wq_-- k..�. � � \\ MARKS (BM A THRU G). THE ORIGINAL BENCH MARK AS NOTED IN NOTE 1 BELOW HAS BEEN DESTROYED BY _ ...• "-y:,: �' _, •"� \\ RECENT CONSTRUCTION ACTIVITIES. PRIOR CONTROL IS FROM COMPILATION OF MULTIPLE OTHER PROJECTS ON THE \ ../.........'-' k wr \ SITE DONE 2009, 2010, 2014, 2016 AND 2017. MAXIMUM LEVEL LOOP MIS-CLOSURE WAS 0.01' IN 12 TURNS. \ / -j ` h \\\ � -� g,_ THE ARITHMETIC MEAN OF THE BELOW LISTED PRIOR CONTROL (EXCEPTING NO. 1) WAS HELD TO PUBLISH THE // ..-• /4r�' \ \\\\ - Wp_T3 LEVELED ELEVATIONS HEREIN.-A - \ d/ r ! ". r \\\ \ \ 1. ELEVATIONS BASED ON A FOUND BRASS DISK IN THE TOP OF CURB PER DURHAM FACILITY PHASE 4 / P .— T' \ \ \ \ v EXPANSION PLANS BY WWI IN ASSOCIATION WITH SQUIRE ASSOCIATES-ENSR INTERNATIONAL ARCHITECTS \ / y\� / 7 o v \\\ \\\ ° ASSOCIATES INC., DATED 2/23/05 ADN SUBMITTED ON 4/15/05. ELEVATION OF SAID BRASS DISK IS 156.24', y // . NGVD 29. .-• ` .:/ �/ "' .' • c \\\ \\ 2. FIELD SURVEYED NOVEMBER 7 AND 12, 2018. Y 4a is k J / NOV D '� 'm,srk III, \\ / 3. HORIZONTAL COORDINATES REFERENCE PRIOR WORK ON SITE. HORIZONTAL COORDINATES OF BENCH MARKS 4 ., A-G AS SET ARE APPROXIMATE ONLY AS ESTIMATED LOCATIONS WERE ESTABLISHED FROM PHOTO LOCATIONS / / /�/ © _/ 4`T' y • J PUBLISHED HEREWITH. fi y�M / 4 de' .1, , /rI ��' s� 1 y / / ::`y +� ��w:�� 4`" I LEGEND — _ ' • FOUND MONUMENT AS NOTED OH OVERHEAD ONES d _ —p. � e'! `r' // IS' ` . / I� F I� .� ® SANITARY SEWER MANHOLE SS UNDERGROUND SANITARY SEWER UNE / ,�S ' ., —=/ • i §;n 0 CLEANOUT —SD— UNDERGROUND STORM DRAIN UNE / •''� •..,..,., a' ,• • ��.�+�� 'K, `moo Q STORM SEWER MANHOLE W UNDERGROUND WATER UNE r-----1 / � "� �- i �� /`e' �I� I €i CATCH BASIN CENTER —E UNDERGROUND POWER .� 3 .4 � "^^'^"'TRENgi DRAIN —.— UNDERGROUND GAS UNE I i. o�� + V ��wvv wwa�t-• �E o 0 AREA DRAIN T UNDERGROUND TEIE-COAL ,; -P/*� h O © 0 ROOF DRAIN —%—%— FENCE AS NOTED i o • / h$ g�� \� '1.013U `` C] PC WATER VALVE EDGE OF PAVEMENT � ws ? o� } q / a / . p 3 f, *1 WATER METER BRUSH&TREE DRIPUNE / k O- +/ / \ IIM \ •k. - .• fa I 'Cr FIRE HYDRANT BUILDING FOOTPRINT LINE k ..:` ,.N. \ T r \\, I -C- FIRE DEPT. CONNECTION rp, UTILITY POLE ROCK WALL / >< ,1 `:I� ;4 POST INDICATOR VALVE 'i J { ® UTILITY BOX f\]��CM` • �:: 1 ELECTRIC RISER \ R ® UTILITY VAULT O w� • w ELECTRIC VAULT \ 7 1 ❑ c UTILITY STUB UP E` X.134-*4 y, 5 \\\ i EK ELECTRIC BOx l s 0 UTILITY MANHOLE �yJ 8�] •; * LIGHT POLE -o- SIGN / �Yr o,.� I �; 9� 4 GROUND LIGHT SD • : �I O POLE f ;, I *-----,.., •-, �� IX GAS VALVE o GATE POST $' A oa -. 4 I�pp ® GAS FINK ® MONITORING WELL ey r '. o �� ® TELEPHONE RISER 0 BOLLARD ,_ "_ e [r I -�' '� n i.'T Tn '`P ❑W TELEPHONE VAULT HANDICAP PARKING SPACE °' `dam", -,.,7' $ .. Al 0 DECIDUOUS TREE I'.:':j CONCRETE ✓ C';" WALL •Y' ��'(/`q"'y `!di" Z I= �. ?' o o EVERGREEN TREE j' ��. a ,,....a 1 -., l• s, Al 1 v , IG. I .` / �o m IO r®. }9C— SO © 9Sp @•SD SD 5p `, u •A- I Of LL =m ) r 2 CI • I ; NORTH 1.,,,,,, I P'''', (11:11 ° S, o ORAPHC SCALE 6 30 0 13 b .M 03 O) m (N FELT) 1 11DL 4 30 Tom N_ IL ORIO PROD NAME: SHEET TITLE: SHEET U.S DWG 4 a DRN: DATE: o I afghan associates,Inc. o°E. 9/4/20 O" i•1 °G" °"' THIS BAR IS ONE INCH CleanTdVaher�` Services DURHAM O&M EXISTING `{J WHEN DRAWING IS FULL ENGINEERING PARKING LOT& CONDITIONS PLC". Q CHK: CAD FILEp. ...commitment is Clear. N SCALE. 4875 SW Gi30 tel Drive I Suite 300 I Beaverton,OR 197005 APPO. SCALE: - - 5036243030 el m 1503.6205539 few l www.33299 m MAINTENANCE STORAGE TXCWS O REVA DATE DRN APPD DESCRIPTION 2550 SW H Illsboro Hwy. Hillsboro.Oregon 97123-9379 Prgea Nu.A1918510 PROIA EA SF sysaa. s yam'"" 6 SHEET NOTES sIP 1 SEE SHEET CO2 FOR GENERAL SHEET NOTES. . + ' "4' rI I ` . 2 2. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. „ry + +.. m m ® ® �O 3 REMOVE ALL SITE COMPONENTS AND RECYCLE _ i / �, •,`� / `+ "• �" ® 00 """ n -s �FG COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. / • a< . Z J ,,a v... �� ) I 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE `*• w + O r `� D �! PROCUREMENT AND COMPLETION OF THE WORK SHALL BE r+ �7c�/ .L.[\/ /////J �`� ,� SECURED BY THE CONTRACTOR PRIOR TO COMMENCING Aft y \ `' Nam_ \\\\ 1F ; � DEMOLITION. \\ o �� _ O 1 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM /,fir+ U` +/ ,;a' e �� „ I DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY • .� \ \\ 6.(+4 MONUMENTATION DURING DEMOIJ710N. THE CONTRACTOR IS iit'';'. + • ,...,..... /1! \\\\\\\\\\\\ �\`�\'\\\\\\-+l RESPONSIBLE FORCOORDINATINGAND PAYING FORTHE// p`+ REPLACEMENTBYALICENSEDSURVEYOROFANV/`' aA "'� ` �`•' s DAMAGED OR REMOVED MONUMENTS. '/ Y,A'� o/b►.. � / ti} '� n 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN 3� , 42. 5` ♦ W THE RIGHT OF WAY INCLUDING BUT NOT UNITED TO � '• y,L'.�W x +. 4. p�� SIGNAL EQUIPMENT, PARKING METERS. SIDEWALKS. STREET 4 / - - •'� TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. {+a 4 ` ! £ CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY fir• / - O 4P DAMAGED ITEMS TO ORIGINAL CONDITION. '* \\\ �;' 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER bt' , \ ; B FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM / 4 u6, �!_ - I DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, /+ \ - - 1.- UNDERMINING, WASHOUT AND OTHER HAZARDS. \ \\\\\\\\\\\\\\\\\\\\�.\\\\`\\ \\l\\1�\\K\N \\\\\<,\\Q\ r f + \ ti+ 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. r. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND gy``z s r � - _'B MUD DURING THE DEMOLITION PERIOD, ANDDURINGSTREET ///---"- - `�c TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET 1 \ f SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE -..-1-1.1-"1r I KEPT CLEAN. -1 ro 0 10. PROTECTRGALL EXISTINGMIN UTILITYREMSTRUCTURES AND N. ,N 1. UNDERGROUND MAINS TO REMAIN. \ \\\\\\\\\ I 11. PROTECT ALL EXISTING VEGETATION TO REMAIN. \ \ \N. fit_• (.. 1 e^ m B 1 ❑X PROTECTION NOTES \ v \ n, f 1 RELOCATE EXISTING HYDRANT n `\\\\\\\\��\ I°' 2 PROTECT EXISTING ADA RAMP I 'CP 0 I 00 I 3 PROTECT CATCH BASIN INLET AND ADJUST RIM a L \ `'' n 2 ��-.�J 4 RELOCATE UTILITY STUBS ��\\ 0 '� 8 5 PROTECT UGHT POLE �a46`; a Z 3 O - - �.,t 4 6 PROTECT CURB AND GUTTER N\\\\\\\\)\\�\\\\\'\\\\Nss\\\'\\ j S �� `0 7 PROTECT TREE W�/'(�% a e 'I I. i— - ° •� a APPRO ATE LOCATION B PROTECT EXISTING STORM LINE, TO BE REUSED FOR •�_____= V �I 'ro • •_� ¢c, or IRRIr TION LINE INTERNAL FLOOR GRAIN �s — —�4 SD 8 0 0 0 OX DEMOIJTION NOTES Q �•I•I. . •Iq ! APPROXIMATE LOCATION OF IRRIGATION LINE s,-, 1 REMOVE EXISTING CATCH BASIN I � yF] 0 8 2 REMOVE EXISTING CONCRETE SURFACE ' 0 3 REMOVE EXISTING FENCE AND STRUCTURE a {I. : _ W 0 0 CO O 4 REMOVE EXISTING CURB AND GUTTER 'R I •� I ` _ 0 >'--� ��\E n 5 REMOVE EXISTING TREE 6 8 6 REMOVE EXISTING LIGHT POLE a a 4 O 7 REMOVE BOLLARD I • \ I m .r �5+ 5 0 \ 8 SAWCUT& REMOVE ASPHALT O (,n I > R I C uaki • 9 REMOVE SIGN �'�" d • 10 CONTRACTOR TO VERIFY SAWCUT IS 3' FROM EXISTING RIM Pt�, O 11 3 MONITORING WELLS TO BE DECOMMISSIONED AFTER DEMO °r' ry I {.{ ; / �• Y • EB .06 I r� AND BEFORE PAVING BY OTHERS \ i sD\\`�II • r. s 12 CONTRACTOR TO CAP AND REMOVE IRRIGATION LINE. 5, •' \ I r CONTRACTOR TO COORDINATE WITH DENNIS KRAMER, CWS wf.- - �I� � 1a,- \ / . o LANDSCAPE SUPERVISOR AT 503-547-8066. - h �. (2) i ' 0 SD _.SD - SD So SD I .40. SD SO SD SD SD SD SD -------.----SD SD i -60 �_ so- so W 0- O L NORTT, K. 0 '=----'1=1 ) -,, ., ,- ''. . FE `}y- - GRAPHIC SCALE o▪o - h - ' . se - S (N FEET) c 1 Inch•20 fast P,I y \S\ ° 0) Oil Q owe ORIG /A� /^� PROD NAME: SHEET TITLE SHEET'. OF: 04VG'J'. �'� 0.1 DATE �' AI afghan associates,lc. !'4i j r co DSN. DWG p: DATE'. `9/4/2D THIS BAR IS ONE INCH C.Pai1Wa' 1CeS DURHAM O&M DEMOLITION PLAN CO.4 Sic N ' N WHEN DRAWING IS FULL ENGINEERING PARKING LOT& 0 CHK. CAD FILE N'. OW commitment is door.ry PLC%' T APED: SCALE: SCALE. `503.520.3030 W.15503c2o553S a=iv ".aa nIg.com 5 MAINTENANCE STORAGE CW3 I IX%RES: s/3D/zoz, I a REVa DATE DRN APPD DESCRIPTION 2550 SW HIIIsboro Hwy. Hillsboro,Oregon 97123-9379 Prgact Na A19185 10 PROJ k: ENGR STAMP, /' / / * 1; SHEET NOTES ' +►'""� 1. SEE SHEET CO.2 FOR GENERAL SHEET NOTES. / // 231 . SEE ARCHITEC' / tfr */4�� ,,\ j 'f 9@ NRAL PLANS FOR ADDITIONAL SITE ,.' -:Y 1' 'L 3. ITHE CONTRACTOR SHALL HAVE A FULL SET OF THE / :.. ..1 * .—so,__o A CURRENT APPROVED CONSTRUCTION DOCUMENTS V tat Op - I:- �/\ � _.- p aJ n i `�4 INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. / / / ��Il��y� �� I ...ccc""" , 4. THE CONTRACTOR SHALL KEEP THE ENGINEER AND / JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO / + M•\ _ • 1./ *�* , FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. r'� ,/� /+ 6\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\\\\\\\ ! O 24—HOUR NOTICE IS REQUIRED. / �* .C's'-i"' \\'\\\\\\\\\\'� 4. i /// 0 CONSTRUCTION NOTES 1ti c+" �' , I. INSTALL PRIVATE ASPHALT SURFACE PER DETAIL 3/C4.0 'I° sr 2. INSTALL PRIVATE CURB AND GUTTER PER DETAIL 4/C4.0 /� /O i * i411 3. INSTALL BOLLARDS - / �� 4. INSTALL WHEEL STOPS PER DETAIL 4/C4.0 p 5. INSTALL STRIPING PER ARCHITECTS PLANS O 6. CONTRACTOR TO MAKE TRANSITION TO DOOR OPENING I ,�f�'��' � 1 FLUSH 7. 3 MONITORING WELLS TO BE DECOMMISSIONED AFTER 772- \\\\\\\\\"\\\\\\\\\\\\\\\\\ \`\\\\\\\\\\\\�.\\\\\\\\\\\\\\\\\ DEMO AND BEFORE PANNB BY OTHERS a/{ \ 8. INSTALL CONCRETE PER DETAIL 7/C4.0 9. INSTALL BOLLARDS PER DETAIL 5/C4.0 LEAD p \ PROPERTY UNE ——— \\`'\\�I\\\� \ I ASPHALT SURFACING • _ ,. . \•� N.gin\ \ I O \\ \ + CONCRETE SURFACING > - \ NEW COVERED 11 AREA ... .L��\�.\� a NEW COVERED AREA N Li aa ; a . .. .. ••. . ' .. . • ' •.. •. •::. :. .• • ._ . .' • .. ........ .. ' .... . . ..:.. . . .. .... . . .. . . .... ... . : . .. . . . . . •:• . .. .: .. • :.: -:- •. ••. . •• .. ... ..... •. . . ....... ..... .... .. .. .. .. . .... ::... .... . . 0 aCo 1 , \ \d I- © 1 it - f rn I l FaL NTH 3 1 U 0 O . .. ._._- 1 GRAPHIC SCALE So rn • m (NFEET) S 1 Inch•4O Mot FRO„_ ii a NON: ORIG DATE 'Pi e Q PROD NAME: SHEET TITLE. SHEET: OF: OWG N: t�� O osN: owc'n. ^^I ahhan auacialaa in[ PLO sra zD ' "�7,7,,>'; THIS BAR W ONE INCH DURHAM O&M NATE. /iija►" N WHEN DRAWING IS FULL ©�n � ENGINEERING HARDSCAPE PLAN LRK: GAD PARKING LOT& PLOtl: Cl1 .O O Our eovvtiment it ele�r. EXPIRES 8 JO 20R1 M SCALE ae'Sswcnlrm,°noel Suite 3°oRaa°°"°^.°R19�°°5 MAINTENANCE STORAGE I I < APED: SCALE. 5C3.620.30301e1.I503.620.5539 far I mom../aaieng.cpn CWS Co REva GATE NRN APPN DESCRIPTION 2550SW Hillsboro HMy. Hillsboro,Oregon 9�12393]9 Project No.A19i85.10 PRO,IA ENOR STAMP: \ \ �,—� \� / e" SHEET NOTES \ ��n / �/ 1. SEE SHEET CO.2 FOR GENERAL SHEET NOTES. \ ZF / ' pT + `, 2. SEE ARCHITECTURAL PLANS FOR ADDITIONAL SITE •p1.- / ��/ +�i t\ INFORMATION. C,© / / o // \ 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE \ / / .'' \ CURRENT APPROVED CONSTRUCTION DOCUMENTS \ / �/ ,J. +''4 / INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES \ / /-- // et` 4. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO /' / / /� �� j \� FACIUTATE SITE OBSERVATIONS AT REQUIRED INTERVALS. \ / / �,/ cL 24—HOUR NOTICE IS REQUIRED. \ / / ° — - � 0 CONSTRUCTION NOTES \ / j/ �,.�� l,/'� ''/ \\ I PARKING AREA TO BE REPAVED AND RESTRIPED -. .- • O / / — ' ' r PROPERTY LINE —- -— -— / / / /+� ASPHALT SURFACING .. . ' OV / ./ '// �j C ,. RESTRIPING UMITS OF EPAVING AND .'\ C0 .e r� v2 /� /+ sr sr sr pSV v\AVVVAA ��l� a O a. tip IA I vi co 1 . 3 m m I V Ec .4 ��l�H U U U 41 u. �aU\�\\\�\h�U�`� ��"`laim\ NORTH (11:11 l O ui Q Sr I 9 APIIC SCALP 05 m II — �V INPST) m ,. �__ gA _ ,. .. _ 1YIM•20 foot TLn Li II ORN- ORIG AA w I PROJ NPME', SHEET TfRE: SHEET. OF: DWG p. N DATE'. //_JV/Jl _ �/ �� o • OSN: OWGw ilian=Wain,in. PLOT. 9I4Y10 !%, !!J PQ� THIS BAR IS ONE INCH DURHAM O&M DATE. q le, SCALE.N WHEN DRAWING IS FULL Clean ommi9 Services ENGINEERING SITE PLAN WEST C 1 • 1 f N/ CRP: SCALE: x: Our commitment b door. PARKING LOT& PLCk ‘.4 4875 SW 3030 t Drive I State 300 I Beaverton.OR 197005 I EXPIRES: 5/30/2031 I APPO: SCALE 503620.303olel.I5362D.539rei1�wAAiengcam MAINTENANCE STORAGE m REVtl DATE DRN APPD DESCRIPTION 2550$W HiII5bOr0 Mry. Hil�shOrD,Oregon 9]123-9379 CWS Protect no A19105.10 PROJ 9'. ENGR STAMP: NEW CANOPY OVER LOADING DOCK AREA rf: ,7-,/ ,,///:4,zi,,,,,; ;,,r ,,r7.,;,/// 7,,,i," ,,f ,,, /y, 4 .F,i: ,?•z:,/,„',//z,/,,,7 d• ,„;•,i;,//4,,,,za,[40,, ,,,A,,,,'./, •/., /3.00,ExtilzA-s, -�, ri•��`•i•�`•ii iii••�rdii•�i••iiii•i••••i/ y !i••liPi•�b�i •i ,,,i): i';::1• '•••iPOi•'Oii'i0';• .-- \\\\ -- ' '.,&/,,,41:7:405W4::0,4f 1 0 :;-::;.14"i''''"//Y4141 • •• •• • • •:•:••• I -CDtir [S3 --- U" STORAGE AREA / / - � / (E)STORAGE TO BE / / DEMOLISHED - I/// (DEMOLITION BY OWNER) / �0 O / THIS AREA TO BE REPAVED. INSTALL NEW SURFACE- 0 STRIPING PER CIVIL. MOUNT DOCK LEVELER; / SEE SHEETE2.1 to /> . .4 ;,e7d 32 17 \ --) r/ NEW BUILDING _„-- ,r \)0 0 „- , 1 165 3 ¢• / SEE CIVIL DRAWINGS FOR o /" WORK IN EAST PARKING. �' c• SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING_ O x L a 2 WEST PARKING 1 EAST PARKING 1„=20,-0„ ®No ®N E m 9 o N U N U N O E, N ml m TRIG PROJ NAME: SHEET TITLE: SHEET: OF'. DWG Y. Q JOHN R FLINNV A a ERN', DATEimmil LKK] Z] CI ESN: SWOP 01 un°e: 914120 • '�^f� THIS BAR IS ONE INCH _ _ ! C1eanWater Services RESOLVE DURHAM O&M ARCHITECTURAL C ['] Me �+ OWE: CAD FILE a: WHEN DRAWING IS FULL ARCHITECTURE t PLANNING PARKING LOT& SITE PLAN J r OF �..F.>a SCALE. Our commitment it clear. if.. APPDo. , ��E, - - -.------__--__----_._-.._---------__-_...--- _--- MAINTENANCE STORAGE cws Ol RESH DATE DRN APPD DESCRIPTION 2550 SW HIIISboro Hwy. Hillsboro,Oregon 97123-9379 PROD J. ENGR STAMP: e LEGEND • SHADING INDICATES AREAS OF NEW WORK_ -I I MAINTENANCE SHOP 1 rh NEW CANOPY OVER LOADING DOCK AREA I V V U l� U u V ,_I ■ ■ ■ eI r _ c --1___ rt I Di D o f oo oo go oo I I II II m g. _IMAINT NANCE S1 PPORT I I w w r- --) r' u HI .1 ® X SEE SHEET A.10 FOR I 3 / WORK IN THIS AREA I e, � NEW PARKING o 'I U OI 33 _.. -- 36 Alk 4 w x 04 , L J NI (E)STORAGE TO BE DEMOLISHED 0 (DEMOLITION BY OWNER) z I a c 0 w a N m 0 E m o' EAST PARKING 3 U NN 1] O co FLOOR PLAN •�1 Ye•-1 0' ®N 4 DRN' DATE j PROJ NAME'. SHEET TITLE: SHEET: OF: ,IOIRi R.FLYNN A DWG.Y: N 91-3 DSN: DwGe: (� E S Q L V E DURHAM O&M MAINTENANCE °E 94rzo ` THIS BAR IS ONE INCH CleanWate Services o CHIC CAD FILE or WHEN DRAWING IS FULL ARCHITECTURE * PARKING LOT& STORAGE&CANOPY B Our commitment is clear. PLO*' scALE. MAINTENANCE STORAGE AREA PLAN of r+m Q APED SCALE: GWS al REVN DATE DRN ARP° DESCRIPTION 2550SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROJ A ENGR STAMP. KEYED NOTES (--) S• ERVICE VEHICLE MANEUVERING AREA C7 R• EPLACE(E)SIDELIGHT/DOOR ASSEMBLY w/ NEW DOUBLE DOORS;SEE SHEET A.10 OD INSTALL OWNER-FURNISHED CLADDING AT EXISTING OVERHANGING FASCIA EXISTING MAINTENANCE SHOP I° (E)HOSE BIBB m _A� Bi ©�C� �' � I .� LDS (E)ELECTRICAL PANEL W ° • ' _ rt. I_ _ _ � _ • n NEW GONG. I• 1pEWkTK -� �,• e I I / "I I a a s /,/ /.. e O i _! i I - — — 7 HALLWAY(E) — _s _�, .._ -e-_Fn— .a..._ 9 _c __.__ -._- -__ _ 1 :. - ---_ \- -. 1�J _____) 1 I i I .6. ' '-' ° I: Z ' y u� t' < G ye ° <n I N / _ e I"• O m Cl) - a n I. ' `-_- 'DEPRESS CONC. A / J Z • I I a--.JI << ice/ N\ e SURFACEANDSLOPE a I >_ F _ <' n c �. ',TO NEW FLOOR n�� ¢ D X Y ;-- _ - '_:... 1-.-._< -}.DRAIN.CZq J'a/FT-..___e _--_ F , .r-_-g- _-_\_ __-(2 �� ° n ° d ° I n ` I , „ < ---- f P 0 W gw < c I. ® Rsa,� 1 ° . -D In j u'' RR(E) xl� 1 •'� �" \ `"'< 1 'I I_a_ 1 z• w J ( m I ' n _ < v ° I Li % ° O q w QQ TOOL ROOM(E) zW <a \\ W i�^< ° - - n I .J. / U ro CC a - — - I EXISTING 1.-- p ( ` MAINTENANCE SUPPO T Qla )G ° v s` n{ , a / ,w PROTECTIVE BOLLARDS a I r (II- I ' 13 ▪ U ( OIL STORAGE(E) Z ..- �.r.__ _ _E�_ ....___ .. .„... _ ___ ''AREPo FOF2 WASTE.OIL L _'°-J _-aI-.- CO IL FIx n c n < (STORAGE °.J °a. ° / it Z Z I COMPRESSOR ROOM(E) �3 < ' nr ri---- "-I��' - ,.I Pi Q▪ d ( 2 _ �,` - h ! O TANKS ', J n e '� U h ., c I j o STORAGE(E) STORAGE Q a I G n .:I < j i-1 z _ U r • (E) ... -._ y. iiaroi oioaiO i. riiaa�ior:,,iiiara aaioiii�i�ariooii/,' 0ioioioi�:riro� - „ f \�4J I w j� U U U U W I v L —o _16._5„_ — — — � _ 16._6. -- - � 4 _ - -16,_0� - - - J_ —�- _f (VERIFY) 3- Z / i \% ce a 1 1 I to 2 0 WI £ EDGE OF(E)RAISED pi CONC.SIDEWALK 3 0 o 1 FLOOR PLAN o N _rn Ye=1 0" N sal m e Ae_ rC ORIG PROJ NAME: SHEET TITLE'. SHEET: OF: C'n'G'I'. <S JpHNR F1IHN "' d ERN. DATE: �- INMINIMIN M PLOT ry4P�L/'A,``r'_ osrv: DWG z: - 9/4120 iv THIS BAR IS ONE INCH /�7 SIT Services RESOLVE DURHAM O&M onre n N WHEN DRAWING IS FULL Wean Ater `ervices FLOOR PLAN A 2 am, N CAR CAD SCALE. Our commitment is clear. ARCHITECTURE + PLANNING PARKING LOT& PLC • 4'OF 9v1n a MAINTENANCE STORAGE cws OI �� SOPLE. REV N DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Malt/: ENGR STAMP: . ... .... 0 0 I 0 16'-0" -1- L).6'-0" / - - / o VIP. / I e/.. 39'-2" •.••.... 13-10Y2" / 0 • • .. •. . -.-.. ,- I X \ 16-7" aT. .DECK _ ___ bL---- _..0.__r_ . I __ _:,;_•. _ IJ: I I \ I . • .. -r- . • 0 ° T.O.DECX -- 7 I •'? • I .- •,,,, •. 49• CORRUGATED METAL I ROOF DECK-SEE STRUCTURAL a) I P) -.. 1 T.O..--It" 0 K. ' -o u1 _I I `;'CO o - — -1 I- - -1 1 0 0 en .0 C 0 < i .... § 0 0 I, O , O 1 0 : z § 1 < 53.-0V X / / I Lit el ROOF PLAN Eis N xi 0 Pi t 0 0 NI cs g: 0. OVj)NA 2 ORD PRO!NAME SHEET TITLE: SHEET: OF Owes: EL DIN: DATE: IMINN • I JOHN FL FLYNN T.4 ,a,..._,;, °sr.: DWG A. rg, 9/4/20 N THIS BAR IS ONE INCH RESOLVE DURHAM O&M 0 CleanWateServices ROOF PLAN N Ctx, .CAD FILE A: WHEN DRAWING IS FULL PARKING LOT&ARCHITECTURE + P L AN NING me 4: A.3 . Our commitment ii clear. OF OW9--q•Zo N SCALE. MAINTENANCE STORAGE cws -'1" APPO SCALE' cn REV li DATE ORR APPD DESCRIPTION - 2550 SW Hillsboro F . Hillsboro,Oregon 97123-9379 PROJ/I: ENGI2 STAMP' MATERIALS KEY DESCRIPTION NOM.SIZE COURSING BASIS OF DESIGN NOTES - CMU,TYPE I PILASTER BLOCK UNIT 16"LONG x 16"DEEP x B"HIGH STACKED MUTUAL MATERIALS(MM) CMU,TYPE 2' FLUTED,SPLIT FACE UNIT 16"LONG x 8"DEEP x 8"HIGH RUNNING BOND MM 8-8-16 7-SCORE SPLITFACE CMU,TYPE 3 TOP CAP FOR PILASTERS 16"LONG x 8"DEEP x 4"HIGH -- MM FIELD CUT TO ALLOW FOR STUB COLUMNS - CMU,TYPE 4 I TOP CAP FOR RUNNING BOND 16"LONG x 8"DEEP x 4"HIGH -- MM NEW SHEET METAL FASCIA 0 0 ® O O 0 0 EXISTING METAL PANEL FASCIA BEYOND NEW SHEET METAL FASCIA STEEL STUB COLUMN PTD. — T.O.PARAPET T.O.PARAPET S--� 16'-10 Ye --�.�" 16'-10 Yz' U/S ROOF STEEL I U/S ROOF STEEL S STEEL STUB COLUMN PTD. L�� CMU,TYPES 41 I j , , �\ \ CMU 1f YAE3 CMU,TYPE 4 EXISTING STRUCTURE I l l I I I\--' CMU 1.IfYPE4 CMU,TYPE 1 - DOWNSPOUT, CMU,TYPE 1 �'' TYP.OF 2 ‘ ' 2"GAP BETWEEN NEW CMU - CMU E 2 \ I CMU,TYPE 2 ---- \ I WALL&EXISTING STRUCTURE CONE.FOUNDATION CONE.FOUNDATION \ 1 i AT DRIVE AISLE LINE WALL,SEALED WALL,SEALED . / T _T T _ I - . ., GROUND FLOOR j s GROUND FLOOR 5 \ _ V EXISTING 2 WEST ELEVATION 3 NORTH ELEVATION E 3 O © • © 0 ISTING METAL PANEL FASCIA BEYOND o EXISTING METAL PANEL FASCIA BEYOND NEW SHEET METAL FASCIA U 7 / T.O.PARAPET S CS 16'-10 Yz' I U/S ROOF STEEL AIL ct ?C I 15-0„ of OWNER-FURNISHED METAL PANEL FASCIA TO MATCH y- - - rn EXISTING;CONTRACTOR TO INSTALL FOLLOWING C., REMOVAL OF(C)STORAGE ARCA - _ CMU,TYPE 3,PAINTED STEEL STUB COLUMN,PTD. T - z I CMU,TYPE 4,PAINTED NEW DOUBLE DOOR; STEEL COLUMN,PTD. o INSTALL IN(E)SINGLE- - -- 1- - a---- CMU,TYPE 1,PAINTED N DOOR/SIDELIGHT OPENING. /\ / / / - SEE SHEET A.10 - CO I CMU,TYPE 2,PAINTED m < / . O : C CONCONC.FOUNDATION m WALL,SEALED f • \ / OO5 -. -. - - (1) . . .� .: ...-. - ...I GROUND FLOOR _3 s U m 1 EXISTING A.1a a I EAST ELEVATION _m N -1 a wl a MN: DATE: PROJ NAME: SHEET TIRE: SHEET: OF: OWNS: JpIINR RYI4Y a DSN: DWG a: °LOT. 914120 iv THIS BAR IS ONE INCH RESOLVE DURHAM O&M DATEtuf N WHEN DRAWING IS FULL RESOLVE ELEVATIONS A.4, 0 0114 CAD TILE a: Our commitment it clear. ARCHITECTURE PARKING LOT& PLC 4. SCALE. MAINTENANCE STORAGE OMOF 05 APPD: SCALE. REVS DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379; PRODS: ENOR STAMP, o ® o 5'-4" V.I.F. V.I.F. (E)METAL FASCIA PANEL 1111 \ W10x30 BEYONDdh mw. .... .... •� r - - 1 f - , 1 I t t - 1 l -1 i i 1 ' U/S STRUCTURE LOW POINT I 15'-0" '1 T.O.WALL 13'-0" 1 ■, STUB COLUMN PER STRUCT. ~ E _`� COLUMN PER STRUCT. ''. ■■,I (E)FACE OF WALL q CMU WALL BEYOND =3,1 °, .1 • I 1? 3 . o o ,. _ ❑ U .1 I - u p 1 • ° GROUND FLOOR Ix r lea U a 'va I Z Z I L_co 1 BUILDING SECTION coN < m O E m L 7 ❑ U N TJ N O N m1 a 00A 2 ORIG PROJ NAME: SHEET TITLE: SHEET'. OP: 1-=,J=�- �a a. DEN: DATE: [� .KIHI RRYNN VI MISIMMEN el co o OSre DWG one 914/20 tufoR5e414.THIS BAR IS ONE INCH C1eanWateServices RESOLVE DURHAM O&M BUILDING SECTIONA. 5 p CA Mc CAD A. WHEN DRAWING IS FULL ARCHITECTURE . PLANNING PARKING LOT& °EE°,,�? oSCALE. Our commitment is clear. PLO* .Ut"7 9,70 v �PD. SCALE: MAINTENANCE STORAGE CWs CIA REV DATE DEN APED DESCRIPTION 2550SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 _ PROJ Y: ENGR STAMP'. (1-5 10 a e Ak A.8 ® slrn. • : NEW CANOPY ROOF ASSEMBLY; pRP - _ sIM. NEW NEE CANOPY A OP ROOOF ASSEMBLY; OPP. SEE STRUCTURAL sm. ___ „________ __ • SIM. \ _ - I 1 I 1 I I 1 I r r -I 1 U 1 1 If I1I I IIIT11I I I I I 1 I 1 ' ' 1 I I I 1 I EXISTING METAL PANEL FASCIA BEYOND ♦�__ \ 1 EXISTING CANOPY BEYOND \ \ u/s STRUCTURE LOW POINT - I \ I 3 a o_ E I / I I 1 V1 I I 55 I / 1 01 / / 1 I 2 cc I \ II cn 11 1 Ill t L. _I _ / GROUND FLOOR CC 0 w I I co I I 1 I I 2 CROSS-SECTION LOOKING SOUTH I CROSS-SECTION LOOKING NORTH o a Yi=1'-0„ _m 0 N 31 2 DRN: CLOG PILOT NAME: SHEET TIT.F'. SHEET: OF' D'WG'J. .pHNRFLVNN d DATE: _.___ _ 4 DSN: DWG»: ____ RESOLVE DURHAM O&M pq°E. 9/4/20 N THIS BAR IS ONE INCH RESOLVE Services CANOPY SECTIONS A.6 eise+.--_sp:3 " CHI: GAD FILE»: WHEN DRAWING IS FULL ARCNIrECru NE + PLgNNING PARKING LOT& Ptc»:N SCALE. Our commitment it clew. F 1.9.70 V _ _____ MAINTENANCE STORAGE A MPD: SCALE. REV* DATE URN APPO DESCRIPTION 2550.SW Hillsboro Hwy. HIIIStgro,Oregon 97123-937g PRO:S. ENGR STAMP. �X j t Z.% NEW CANOPY ROOF ASSEMBLY;SEE STRUCTURAL 2 A.S -- / 'PP SIM. r,r\nnF\nr\F\r,fTT\F\r\' ' f ' ' rS nnn�nn ��rA'S n�nnnnn�nnnnnnr��nn ,1 1 1 • COLUMN SUPPORT FOR NEW CANOPY ROOF;SEE STRUCTURAL UI p 1 � I 1 U Q I GROUND FLOOR 5-11 COLU EG 0 CO CO g 1 LONGITUDINAL SECTION ml a — /`� �`' CANOPYSECTIONSDA E.. swzo d ORN: DATE PROD NAME: SHEET TITLE: SHEET OF: DWG s: JOHN A.FLYNN n DSN: DWG x. THIS BAR IS ONE INCH ldeanWaLer Services RESOLVE DURHAM O&M P D 7 No CHI: GAD FILE%, WHEN DRAWING IS FULL Our commitment it clean ARCHITECTURE + PLANNING PARKING LOT `I SCALE. PLC*: vD, SCALE. MAINTENANCE STORAGE Gws OF m REV* DATE SRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 WNW g: ENOR STAMP. �A EXISTING SUBSTRATE �! _.% SEALANT • NEOPRENE/STAINLESS STEEL WASHER • • " ` DRIVE PIN STEEL BEAM PER STRUCT. ------- "SM"SURFACE MOUNTED REGLET 1 • ROOF DECK PER STRUCTURAL '1 _ — COUNTERFLASHING P N „ SHEET METAL FASCIA w/(2)Y," 1 r REVEALS ON FACE AND COLOR TO /- " MATCH EXISTING 1 .. STEEL BEAM PER STRUCTURAL Y2" • 11 GA.SUPPORT/STIFFENER ANGLE FLEXIBLE FLASHING @ 48"c.c.:SCREW TO UIS OF ROOF • DECK MIN.(2)LOCATIONS EA. ANGLE oa 16 we (E)ROOF OVER < 4" MAINTENANCE SUPPORT \ > A PRO Ya" \ I^ COLUMN BEYOND PER STRUCTURAL DIMENSIONS \ �- -� f I � I I 4 SURFACE MOUNTED REGLET& COUNTERFLASHING 2 RAKE @ NEW ROOF OVER MAINTENANCE SUPPORT ix-=1'-0" EDGE OF SHEET METAL Y y FASCIA BEYOND METAL ROOF DECK COORDINATE WITH STRUCT. CAULKING STEEL BEAM PER STRUCT. \ SURFACE-MOUNTED REGLET AND — 12 CTJI'd, / METAL FLASHING \._. COUNTERFLASHING;SEE DETAIL rr 4/A.8 X SHEET METAL FLASHING w/ a3PREFINISHED METAL FLASHING �! ✓�o o SHEET METAL FASCIA BEYOND ,_ A G2UYTTER REVELS ON FACE OF E " S iy ,1 12" METAL ROOF DECK; u/s STRUCTURE • / - m i `--_]Xl" COORDINATE WITH STRUCT. @ LOW POINT O _ .1 15�_8�� - /F-77 CO 2 PREFINISHED METAL CLOSURE - _ _ _ °°°°�� i FLASHING - - - �� f oLOWER EDGE OF SHEET METAL 14 GA SHEET METAL GUTTER NI j FASCIA BEYOND 8"WIDE x 23'DEEP u I i STEEL BEAM PER STRUCT. O A-- I STEEL STRUCT.CHANNEL PER STRUCT. I METAL FLASHING AROUND Z y \ BUTTER w/CLEAT @GUTTER I \ BASE g STEEL BEAM PER STRUCT. - COLUMN PER STRUCT.o W j ,. co COLUMN PER STRUCT. - - .- 4"SO.DOWNSPOUT BEYOND 2 "a t LOW POINT OF SHEET METAL g FASCIA BEYOND - ----____- ❑ Cr) f U d 3 STORAGE ROOF @ EXISTING FASCIA 1 STORAGE ROOF @ GRID 4 OVERHANG -0 1Y2"=1.-B" N ml dp� ILL, _vim'I. a d DRN, GR DATE. !�1 [+�� PROJ NAME: SHEET TITLE'. SHEET: OF; DWG H: IJOfM R.FLYNN CO 9 DEN. DWG"' __ THIS BAR IS ONE INCH CIP,anW3l� SeIVICeS RESOLVE DURHAM O&M MAINTENANCE STORAGES 914/20 A 0 ell'Ftla - c. Y] R WHEN DRAWING IS FULL ROOF DETAILS PLOP H }v{ N n1N: CAD Our eommitmeeluclur. ARCHITECTURE + PLANNING PARKING LOT& scALE. MAINTENANCE STORAGE � "°P < APPD' SCALE GWS CD REV" DATE URN APPD DESCRIPTION 2550$W 11115bMO Hwy_ 1-1115boro,Oregon 97123-9379 PROD II ENGR STAMP: COMPRESSIBLE FILL 7-SCORE SPLIT FACE CMU ErEr0 ,_.., 1 �_> 1 h 1 2' h END FACE / 2 PLAN DETAIL @ GRID 0 EXISTING EXTERIOR WALL In\ SEALANT I J "SM"SURFACE MOUNTED REGLET ! ' COUNTERFLASHING it .:--,J REFER TO 41A.8 REFER TO 4/A.8 ?', / -. - --- PRE-FINISHED METAL FLASHING r.Y #s• ## PRE-FINISHED METAL CLOSURE FLASHING I xs x€ ' PREFINISHED METAL I ,3 FLASHING , �Tt : D METAL a, 12' 1/4" k'tv "y e 12" CPREFINISHE LOSURE FLASHING - o OI 4 ji D4 , i ¢ a a ce z z a 0h o U I x - Z ZN g y n y tJ W W f 0 W Z k_ I •5 M E o' / -;-- EXISTING EXTERIOR WALL _3 o - ,, 3 ENTRY CANOPY @ (E) WALL 1 CART CANOPY @ (E)WALL 6 _m a N 31 aDom, o E PROJ NAME: SHEET TITLE: SHEET: OE. Ong fl*N0.FLYM!eA DSN: DVJGx: 9/4/2O N THIS BA INCH RESOLVE DURHAM O&M P`DT _ �� c cHH: CAD NLEa. WHEN DRAWING IS FULL C1eanWater Service$ STORAGE DETAILS °"'� A. 9 �„ Ouv rnmmilmmtiadoi, ARCHITECTURE -r PLANNING PARKING LOT& PLC*: OF 1440 N SCALE. MAINTENANCE STORAGE cw5 W H` APPD. SCALE: REV* DATE DRN APPD I DESCRIPTION 2550 SW Hillsboro y HIIISboro Oregon 9 7123-9 3/9 PROJA ENGR STAMP. EXTERIOR DOOR SCHEDULE ANCHORAGE DOOR FRAME MARK LOCATION NOMINAL SIZE ! FIRS SECTION HARDWARE — NEW HM FRAME TYPE MATERIAL FINISH WIDTH HEIGHT THICKNESS RATING TYPE MATERIAL FINISH JAMB HEAD SILL SET NOTES NEW HM DOOR SEE BELOW RUSH,PAIR HM FACT. 6'-0 Y -- — " T'-0" 1 " HM FACT. 001 V1 HM:HOLLOW METAL i; _.. - FACT:FACTORY FINISH,PRIMED TO BE FIELD PAINTED. (E)EXTERIOR CLADDING �� ("MARBLE-LITE") pl tt) n DOOR HARDWARE tk I, v Vrz I F _- ._-_-___—__ COLOR/ » :.,,�a°s >} , s, w QTY DESCRIPTION CATALOGUE NO. FINISH MANUFACT. NOTES 'T wr ---- _- ----- VRV 6EA. HINGE TA271471RP4Y"x4Y,' US26D MK s e ,,,nr sew'1s 3PP .• __. 1 EA. STOREROOM LOCK(LEVER x LEVER) 11T2TPIOG04LL US26D SA (E)WALL FRAMING-- :,`$`," t ax sa • INCLUDING SHEATHING `1T" - 111Z,I" w••" ' °: . 1EA. FINAL CORE EVEREST-C123 US26D SCH (ACTIVE LEAF) AND INTERIOR FINISH 2 EA. MANUAL FLUSH BOLTS(TOP&BOTTOM) FB458 US26D IVE (INACTIVE LEAF) _ MK MCKINNEY 1 EA. RUSTPROOF STRIKE(BOTTOM) DPI US26D IVE (INACTIVE LEAF) ' 1 EA. "T"ASTRAGAL 355 CP CLEAR ANOD.ALUMINUM PE (ACTIVE LEAF) SA:SARGENT ' ---.-__ —__ CAULK(TYP) — __-- - —_ I SCH SCHLAGE 2 EA. KICKPLATES(PUSH SIDE/ K1062 10'x 2"LDW TEK US32D RO 2 EA- KICK-DOWN DOOR STOP 461 US26D RO RO:ROCKW000 PE:PEMKO INTERIOR 1 EA. GASKETING 188 S-BK S-BK ZER ZER:ZERO INTERNATIONAL 1 EA, THRESHOLD 272 A MILL FIN.ALUMINUM PE IVE:IVES JAMB B 2 DOOR & DOOR HARDWARE SCHEDULE I INTERIOR 1 EXTERIOR '. " EXISTING EXTERIOR WALL- ' "- o (E)WALL FRAMING- (E)EXTERIOR CLADDING PRECAST CONC.PILASTERS& o INCLUDING SHEATHING S ("MARBLE-LITE") PRECAST"MARBLE-LITE"PANELS - OI AND INTERIOR FINISH 6 / / i 0 w,_ HEAD FLASHING I / / CC CAULK(TYP.) 0 p O l lY UANCHORAGE NEW HOLLOW METAL DOORS&FRAME / \ w � / NEW HM FRAME IN EXISTING OPENING;REMOVE(E) \ w \ \ z DOOR,SIDELIGHT,AND FRAME AND / 1)/ > NEW HM DOOR SALVAGE FOR OWNER REUSE p y HEAD Fr6 _ � Il (E)DOOR \� (E)DOOR `, / m o p / 6-44 Yz"(E)R.O. / VERIFY U 3 HM DOOR& FRAME DETAILS i PARTIAL ELEVATION @ MAINTENANCE SUPPORT a COMPRESSOR ROOM 3"=1-0" COMPRESSOR ROOM 1/2"=V-0" _m 0 N col 011) 1%.a ORIE a URN' D PROJ NAME: SHEET TITLE: SHEET: OF: DWG*: *.HRA''7..0111111.FLYNN T /�N DSN: Owc* THIS BAR IS ONE INCH QeanWaber SeMCeS RESOLVE DURHAM O&M DA°i_ 94l20 /� e A O * N CnK: CAD FILE*. WHEN DRAWING IS FULL ARCHITECTURE + PLANNING PARKING LOT& PLCs:O Our commitment ie clear. .�.Dp DI SCALE. MAINTENANCE STORAGE �WS P CH SPUD: SCALE REV* DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123.9379 PROD H. ENGR STAMP. STRUCTURAL GENERAL NOTES TABLE I TABLE 3 CODE: CONCRETE. REQUIRED GEOTECNNICAL SPECIAL INSPECTIONS REQUIRED STRUCTURAL SPECIAL INSPECTIONS THE STRUCTURAL DESIGN IS INTENDED TO CONFORM TO THE REQUIREMENTS OF THE 2018 INTERNATIONAL BUILDING CONCRETE WORK SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE AND ACI 316.CONCRETE STRENGTHS tr.seucoDe IMPEL INN CODE(IBC)AN D THE 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC). SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39,AND SHALL BE 4.000 PSI.ADDITIONAL °YSIEYwEMTElIm1 .e.eeet uelo CODE IC uw4 ERNS. � s ��NwNA�I NC. N Frem NCB °EYES CEMENTING MATERIALS,SUCH AS FLYASH,SLAG,ETC.MAY BE USED TO REPLACE UP TO 40%OF THE CEMENT CONTENT, EONS REFERENCE I °�'""'^"'I ^'^"` REFERENCED STANDARDS PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA_A WATER-REDUCING ADMIXTURE CONFORMING Tua UEOIEG,WAGLL ICWsRGM1O WJLLPCL REI•slnOF FBu FABPoCAToxs TOASTM C494,USED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.SHALL BE INCORPORATED IN SEOTECw.ce IWEstNATrcws rrXXX SPECS,II ¢r7N AND<ARNO AN NOTED N TABLE s OFt.E MVO,RIFSCT roNSIE�wa FON LOADS ASCE 7-16 CONCRETE DESIGN MIXES.THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS.ALONG WITH TEST DATA AS 14°' °NNEB IED1za • MEMBERS ENO - WREN' BELOW ENSLON TANN ..... .ssPasresM-ATORSBRICATED ON NM-oC. sesaA CONCRETE AC131814 REQUIRED,AMINIMUM OF 14 DAYS PRIOR TO PLACING CONCRETE.THIS MIX DESIGN SHALL DEFINE THE DURABILITY FaMacawssNOP. STEEL AISC EDITION 15 ASPECTS OF THE CONCRETE,TAKING INTO ACCOUNT ABRASION RESISTANCE,FREEZE-THAW RESISTANCE AND ' DFOUNEMON�9eewo rewv TO¢]EVE �wsB swI ay TIN GAnaclsr.FT FNSIEu ____-.. '_ _ STEEL SEISMIC AISC SDM EDITION 3(AISC 341-16/AISC 356.16) PERMEABILITY.UNLESS NOTED OTHERWISE,ALL CONCRETE SHALL BE DESIGNED FOR MODERATE EXPOSURE. <RR.MANSIONS ARE EgwEEL TO IMF BPEOL wsPECIM SHALL VFRPSw.r ne ERNE.SLUMP(AT POINT OF PLACEMENT)SHALL NOT EXCEED 5'. ERNE BEST NNE vElera.D � ° N OaE'AmNwn^N^ S MESSED FWECATON ANPESwrwN I.O3.ST R SVILITY mow,.VE.w...TING wWERIE9B BABEWA.Y CONSTRUCTION: RETIRING 10 SE coca RE wnaaJF THESE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE OTHER PROJECT DRAWINGS, CONCRETE REINFORCING STEEL: CONNECTm EFON NCT ERSEBVNSNTwc OF s TEITIOCE mvCE°PENw+auwS NEB FEE SI muse SUCH AS ARCHITECTURAL.THE CONTRACTOR SHALL COORDINATE ALL DRAWINGS IN THEIR WORK,AND INFORM THE REINFORCING STEEL SHALL CONFORM TO ASTM A615.INCLUDING Si.GRADE 60,FOR DEFORMED BARS.REINFORCING ' NE OF ANY DISCREPANCIES.REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. STEEL TO BE FIELUBENT OR WELDED SHALL CONFORM TO ASTM A706,GRADE 60.WELDING OF REINFORCING SHALL SPECW'WIGT a REWIRED EN SECTOR USE LOW HYDROGEN E80X%ELECTRODES AND PREHEATED IN ACCORDANCE WITH AWS DI.4,REINFORCING STEEL 1NieRVE RSORIBErO OSF.TATSIT TABLE S •NONCATON INSANE NOT RESUMESBME REMISS �sIEwMACVBE.vmATsre mesa aAFATeuATw THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING CONSTRUCTION(MEETING THE WELDING CODE.HOOP TIES SHALL BE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60,REINFORCING STEEL PAaEO PROPsan NEONTE O�wPA,°EOI0 TO PERFwW MEN GUIDELINES OF ASCE 3])AND FOR PROJECT SAFETY(MEETING THE GUIDELINES OF'OSHA').THE STRUCTURE SHOWN SHALL BE SECURELY TIED IN PLACE WITH 416 ANNEALED IRON WIRE OR REBAR POSITIONERS.REBAR SHALL NOT BE CA1r TNINRCE BEEN FONBATBR MOMENTS WORE mn T SENATES INSPECTION, AL BENT TO DISPLACED IN ANY MANNER WITHOUT APPROVAL BY THE NE.PROVIDE CORNER BARS(MATCHING SIZE AND ON THE DRAWINGS HAS BEEN DESIGNED FOR THE COMPLETED CONFIGURATION ONLY,AND NOT FOR THE VARIOUS icy NO TNE oEl I ENS<N ,Ny s� FASRewwrswLIAMI IISAIR wt AND STRUCTURAL CONFIGURATIONS POSSIBLE DUE TO THE CONTRACTOR'S SELECTED SEQUENCE.AS WELL AS MEANS AND SPACING)FOR Al L HORIZONTAL BARS IN WALLS AND FOOTINGS. nwzsx ^uwxcommcLwxuus AnrBRIOCc METHODS OF CONSTRUCTION,THE CONTRACTOR SHALL PROVIDE BRACING,SHORING,ETC.AS NEEDED TO CONCRETE ACCESSORIES' Ocaw1ocwxoavu�FRSTAKE Nuva0L.VORING OF R.N./NE A<OREomroA TEMPORARILY SUPPORT THE STRUCTURE,IN ADDITION,THE CONTRACTOR SHALL PROVIDE ACANSTRUCTION DEFORMED BAR ANCHORS MBA)SHALL CONFORM TO ASTM A496 AND BE NELSON,TYPE D2L,OR APPROVED.STUDS IEcelusFaucx ELEMENT°Are 14°S E PEY ApvEDF�u CEDC SIAMBLIIITO SEQUENCE WHICH LIMITS THE DEFLECTION,TEMPERATURE AND SHRINKAGE EFFECTS TO AN ACCEPTABLE LEVEL TO AND DBA'S SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT IN RaNwTE a CONSPRE 10 TIE WILCO< THE OWNER.ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED.THE CONTRACTOR a OFFICIAL cweW umoTS,ENE WOE WAN ACCORDANCE WITH THEIR RECOMMENDATIONS.PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL NAP WIN PM SHALL NOTIFY THE NE OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS.IN ORDER FOR THE NE HOT-DIPPED,G.90 GALVANIZED AFTER FABRICATION,UNLESS OTHERWISE NOTED.NO LOADS OR WELDS SHALL BE VERB'PLAaldM1mITONOAND APPROVES COMM/UM 1COENrS. TO DETERMINE WHICH SHALL GOVERN. PLACED ON EMBEDDED PLATES OR ANGLES FOR A MINIMUM OF]DAYS AFTER CASTING. uTTS.RCO oft INNS s • VOumS. CONCARTS GEOTECHNICAL CRITERIA: NON-SHRINK GROUT: SPEWS1 THE FOUNDATION DESIGN IS BASED ON INFORMATION SHOWN IN THE ORIGINAL PROJECT GEOTECHN I CAL REPORT BY GROUT USED UNDERBASEPLATES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000PSI AT]DAYS AND FMCaAwOreSBROIS PERFORM TraL w o'FEns ME.-nwnma owe....no SHANNON&WILSON.THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE SITE GEOLOGY ANDSUBGRAOEWITS smmeiOxawv�M•=- I�B CTu'°Fur'n's rvT"'a LEI( As Aw IE5u0Blan0.ne1INFBseeMe AEBATO B4O00PSI AT 28 DAYS.GROUT USED FOR OTHER LOCATIONS SHALL HAVEAMINIMUM COMPRESSIVE STRENGTH OF IYRIENENcoNTETE OEEIIq.E uesu.x'TS A.WRONAZEOAE EFD TION OATS RECOMMENDATIONS AS DISCUSSED IN THE REPORT.PROPER SUBGRADE AND BACKFILL WORK AT SLABS AND WALLS 3,000PSI AT 7 DAYS AND 5,000PS I AT 26 DAYS, Tahanamw1No.araanw.AxuO4 SHALL BE CONDUCTED IN ORDER TO MINIMIZE SETTLEMENT,CRACKING.EARTH PRESSURE AND WATER INFILTRATION EMBEDMENT WCNONEFNNOTOm0E AT THE STRUCTURE.ALL SLABS-ON-GRADE SHALL BEAR ON COMPETENT NATIVE SOIL WITH A MINIMUM OF 6"OF STRUCTURAL STEEL: TABLE IacwraS AND RE.aMAaxO PLAccAENrt PER COMPACTED GRAVEL OR AS REQUIRED BY THE GEOTECH.PROVIDE A VAPOR BARRIER OVER THE SUBGRADE IF THE xaa Lvs.1UwENS L rW5Tt5nx. e AC SLAB IS MOISTURE-SENSITIVE OR AS REQUIRED BY THE GEOTECH. WIDE FLANGED BEAM AND COLUMN SHAPES AND SECTIONS SHALL BE DESIGNED AND FABRICATED WITH ASTM A992 OR REQUIRED STRUCTURAL SPECIAL INSPECTORS NENOOSCEO STEEL PLACEMENT n1SA me ENE a T4 A572,GRADE 50 MATERIAL,CHANNELS.ANGLES AND PLATES SHALL BE ASTM A36 MATERIAL,UNLESS NOTED INBPECnON MINN - PwrecmNa REn.roOweBrel.S El OTHERWISE.SQUARE AND RECTANGULAR TUBE STEEL HSS SECTIONS SHALL BE ASTM A500,GRADE B(Fy=46(Si) SYSTEM N.MATE.. MC COON CODE a.STANDARD FREQUENCY REMARKS GEOTECHNICAL DESIGN CRITERIA INDICATED IN THE GEOTECHNICAL REPORT: MATERIAL. PEXXXXECE XESRSENCE GNtleww I PNeec Irla eF+z AO sw:Sys REFERS]SEM Fw NUMB REWREKNO ALLOWABLE SOIL-BEARING CAPACITY=1.5 KSF(GRAVITY LOADS) MASONRY wBE°N°rEs'ocsxcsEBL 1950+ Awe SL4 a TAaelxmzz SEWN ALLOWABLE SOIL-BEARING CAPACITY=2.0 KSF(WITH LATERAL LOADS) DESIGN,FABRICATION.AND ERECTION SHALL BE IN ACCORDANCE WITH THE'AISC SPECIFICATION FOR THE DESIGN, MASONRY LEVEL B FROST DEPTH=18" FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS',WITH COMMENTARY AND THE'CODE OF TABLE 1.10.2'LEVEL B QUALM ASSURANCE Tall PASSIVE SOIL RESISTANCE=200 PEE STANDARD PRACTICE'.ALL STEEL SHALL HAVE ONE COAT OF SHOP PRIMER.DO NOT PAINT AREAS WITHIN 3'OF BOLTS, VERIFICATION OF FTT N ACCORDANCE WITH SPECIFICATION ARTICLE 1 A B PRIOR TOCANSTROCTION,EXCEPT WHERE SPECIFICALLY COEFFICIENT OF FRICTIONAL RESISTANCE=0.40 WELDS OR HEADED STUDS.ALL MEMBERS SHALL BE ERECTED WITH MILL CAMBER UP.U.N.O. EXEMPTEOBYTHIS CODE VENMIES NUEOFEOSN°I PAX OCEIOI°I RIM �aan°v4re.A s IWF2 MOB DESIGN LOADING CRITERIA: BOLTS SHALL BE A307GRADE,CONFORMING TOASTM SPECIFICATIONS.WELDING SHALL BE CONDUCTED BY CERTIFIED REFFPPE CODE ON INSPECTION V Ills, THE STRUCTURAL DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE INTERNATIONAL BUILDING WELDERS AND SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION.WELDS STANDARD FOR CRITERIA PREaE111 MI CODE.IN ADDITION TO THE DEAD LOAD OF THE STRUCTURE,THE FOLLOWING LOADS WERE USED FOR DESIGN: SHALL BE MADE USING E/0XX ELECTRODES AND SHALL BE 3/16'MINIMUM UNLESS OTHERWISE NOTED.WELDING SHALL DNerEnION TABS TSB OS EMS NM REMARKS TABLE NOISE ISBN BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION(WPS)AS PER AWS DI.I,DI.3 AND D1.4. CONczTS RUMMY, 1r45S F0S11.5A-511 a SNOW=2].SPSF+DRIFTING(AS SHOWN ON PLANS) ONLY PRE-QUALIFIED WELDING PROCEDURES SHALL BE USED. ASCE �E eI 1 A01 21111 UNLESS SPECIFICALLY ADDRESSED IN THE SPECIFICATIONS OR THE DETAILS,ALL STEEL ITEMS PERMANENTLY 1. VERIFY CaAFawCE HMI One µT5 A revue SEISMIC CRITERIA: EXPOSED TO EARTH OR WEATHER SHALLBE CORROSION-RESISTANT BY GALVANIZING.ALL FIELD WELDS ON FPPNa.<OSIIASruIs tdrlwEECSOTB •Tau ACar.Enala AN W SOIL CLASS=D GALVANIZED MATERIAL SHALL BE BRUSH-COATED WITH A ZINC-RICH PAINT. I. ASuawNECCENsnuenw NI°uo RISK CATEGORY=III WRNS.VMRTn51 TINFOLOMND ARE eI cwExrNre SEISMIC DESIGN CATEGORY=D STEEL DECK: STEELRE.FE,,,,.. m.a FANEUTQ Ss=.65g SI=39g SOs=60g Sox=.45g STEEL DECK SHALL CONFORM TO THE SDI PUBLICATION NO.3I.STEEL ROOF DECK SHALL BE AS SHOWN ON THE PLANS. PREP B,V OF°YEREaEMns 34 A' A ruwuTOxa cwxlw B lSLeRns 1aw.xy AMCAMCB x u Teo A SEISMIC RESISTING SYSTEMS: THE GALVANIZED COATING SHALL CONFORM TO ASTM A924 FOR G90 WHERE LEFT PERMANENTLY EXPOSED TO VVPRO.'&LNOSED ON N`IO""unE wwsD CANTILEVERED COLUMNS AND SRMSW WEATHER.PROVIDE A3"DECK LAP AT ALL SIDE AND END JOINTS.ROOF DECK SHALL BE ATTACHED TO SUPPORTS AND ACCEarRBRE00NO -_..-. - - NGw°1BBTCNCi NE.3aM A -mod s hw I ALL CLTREG BONE MfPESSONO VEMNSEe ANALYSIS METHOD=EQUIVALENT METHOD AT SIDE LAPS AS REQUIRED BY THE DECK MANUFACTURER TO RESIST 400PLF(LRFD)AT TYPE BAECK.AND 250PLF MoarFn.ETErs 54*1,4a1N,To.Fr ea*Msruunw nos11! M^s TS•ry (LRFD)AT MINI V DECK.THE CONTRACTOR SHALL PROVIDE CLOSURE PLATES AND ALL MISCELLANEOUS METAL PIECES ' mitTo AS REQUIRED TO COMPLETE THE DECKING AND ITS CONNECTIONS. `EOn1T°°a WINO CRITERIA: REAsoRCERENrAMO .I.a4.S4A 5 METER.MaE IdnGNOWm FL4B0 AMMO ABS BASIC WIND SPEED(Vu)=130 MPH(3 SECOND GUST) CLWECI75S 15E44S MU"62 APIUCVIUAWSAS a MwuFALTurEmcwREGTE OF Cw.wwE4 RISK CATEGORY=III REINFORCED UNIT MASONRY: O00SEENns I.PSBR • EXPOSURE=B CONCRETE MASONRY UNIT ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.MASONRY FOLiavw i'mNEANCe, A DIRECTIONALITY FACTOR=.85 STRENGTH SHALL BE VERIFIED BY PRISM TESTING BEFORE AND DURING CONSTRUCTION.CONCRETE UNITS SHALL as ROOF as WRNS NOEL 11Ma NMI a MN w&OIIIu0CIIO PSRAWSo+z x.I 01 DESIGN WIND PRESSURE=32Dsf COMPLY WITH ASTM C90,GRADE N-1,MEDIUM WEIGHT,AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,800 ewart5PAGE A4Lx20, SECIB0a TT! PSI.LINEAR SHRINKAGE FOR UNITS SHALL NOT EXCEED 0 085%.MASONRY WALLS SHALL BE REINFORCED AS SHOWN INoh r THE DRAWINGS.MASONRY WALLS SHALL BE CONSTRUCTED WITH A RUNNING BOND. EwAMwraE AAaTxE a SHOP DRAWINGS: OFRFw ceu AD SEn.1.11 AR.ae,14 A Q SHOP DRAWINGS SHALL BE SUBMITTED TO THE NE PRIOR TO FABRICATION AND CONSTRUCTION REGARDING FOR THE ANCHOR BOATS EYT u4TRaAR STS LUTT'w IE°MORCM aM.6.111 aa1=4114 s SURFED EAL MST REPORT] pFOLLOWING ITEMS. MORTAR: eRCEUExra ama PwwSCw MEIN IS ENVOIS 0 MORTAR SHALL BE TYPE S,WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1,600 PSI AND SHALL CONFORM REINFORCEMENT. TO OSSC SECTION 2103E caNs�-s g•ws..w SE 1Ic A^.a^a4. A vUa ,•••..MILDw w IMmzzl I WET OF OBLFu+Tcw VACS 0 • CONCRETE MIX DESIGN UI • CONCRETE REINFORCEMENT MASONRY GROUT: FMYAYCNDYA6lEY� SPEC.INSPEcn°"s APFLS TO RE°oNITTRE' a • STRUCTURAL STEEL ewY TORTS Ia.uO CUO OBOaa 1ms1r a IY1XADDY@row1RAC1WE® AMNTS AN. M u'EVALNATEw FASTENERS.SCREWS,PIBPiIETMT Na SENA B5 GROUTS HALL HAVE A GROUT UM COMP USEDESSIVE ECEPT GTH WHERE ERMIT2,500 SIATYRCI YS 530E D LL SHALL M TO OSSC - (¢roar WAO.*5IN INTONR.NORS ANNDIEAR O • STEEL DECK SECTION 2103E FINE GROUT SHALL BE EXCEPT WHERE PERMITTED BY AG 530E ALL CELLS SHALL BE FILLED WITH MERU.< • MASONRY REINFORCEMENT GROUT.GROUT LIFTS SHALL NOT EXCEED 5'-4"UNLESS HIGH-LIFT GROUTING PROCEDURES ARE USED. IVERRpDPARe CCNS1RDCIKN. Q • MISCELLANEOUS STEEL ITEMS INCLUDING EMBEDS LRa,F A E BISNALEWATIl CP = MASONRY REINFORCING STEEL: 07150.URALSLLMBRrB XC SHOP DRAWINGS SHALL BE SUBMITTED IN A TIMELY FASHION TO THE AIE FOR APPROVAL,ALLOWING 14 DAYS FOR LCATION OF OINC TABLE4 REINFORCINGUREL SHALL BY ORM REBAR O POSSCSERS.SECTION REINF109 OD RCED BONE)o.DEFORMEAMS D BARSPROVIDED D AT GRADE BO O SHALL LOINCADINGOT ERDET. 0 REVIEW AND COORDINATION. OODDACaneOIETALE REQUIRED TESTING forrBPECIAL INSPECTIONS BE OFWALL PLACED BY REBARMAXITINE REIN FORCED TMASONS SHALL SHALL BEHOATTHEBOTHE AND aceTOmefa s.=TEF.L NI INSPECTION AND TESTING TOP WALLS,AND AT 4'0"C L.(MAX.)IN BETWEEN.DOWELS TO MASONRY WALLS SHALL BE HOOKED INTO THE NAswar TocmTOTww. xArx ' TESTING ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE SPECIAL INSPECTOR AND THE BUILDING OFFICIAL IN FOUNDATION STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. PROVIDE CORNER BARS TO NEnesne FRAMES.OR CODE FREQUENCY MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS.LAP ALL BARS AT SPLICES 98 DIAMETERS,WITH oTNGICwe1Ra•eAw EnrzYrMATBaNL NREEC 1 REFEODE or STANDARD CE Ix„sH PNELe ImLARRE U ACCORDANCE WITH THE OSSC SECTION.THE CONTRACTOR SHALL COORDINATE THE REQUIRED INSPECTIONS WITHENE vn12, ° 1 0 THE SPECIAL INSPECTOR AND THE LOCAL JURISDICTION.REFER TO THE ATTACHED TABLE FOR SPECIFICS. A MINIMUM LAP OF 24°U.N.O. c WMFBDro1INGOOF Z RNT a 540 A NB A wrier CHRPA B.PREPARATION. OEOTECNAL E/1415EEN TO PENNON STRUCTURAL OBSERVATION: CONSTRUCTION,NIO TEETH,OF CCINACRf ell MOWER 1°°M rEsnNB MRSENIECK'L REPORT INEN Ca C[ 1.STRUCTURAL OBSERVATION CONFORMING TO THE IBC WILL BE PERFORMED BY AMODEO STRUCTURAL NO XU0WWEAREIEERv Fnu0, I PR,...„.Ee9SIYwREPAw s aITEOE1naOwru ONUI€11 0 ENGINEERING.IN ORDER TO REVIEW THE CONTRACTOR'S WORK FOR GENERAL CONFORMANCE WITH THE DESIGN OFARBda@IAIONCF Teo °DOODxE DENSITY W DOCUMENTS. NEE'COLULw CIS WEARIES INNS R}".CPERATaa ABOVE WM ORES: CDN 2.THE CONTRACTOR SHALL PROVIDE AMODEO STRUCTURAL ENGINEERING WITH A MINIMUM OF 3 DAYS NOTICE TO M 45aa LUreawvEnwcATaT m51s0iea5nn� I IN IE CONECINCAL ENGINEER PROPERLY SCHEDULE THE OBSERVATION VISIT. S.OBSERVE PREPARATONOF GROUT NISSAN 3.STRUCTURAL OBSERVATION FOR THIS PROJECT WILL OCCUR AT THE FOLLOWING STAGES: BEEMBEEANOMIE PROM AS NRCNLYE ue e. S wrewN.S`0 p • JUST PRIOR TO PLACEMENT OF CONCRETE IN THE FOUNDATIONS. AFTER STEEL FRAMING IS COMPLETE,BUT PRIOR TO DECK PLACEMENT. III R.m.olasnE•Ew.y&E3N.an,MEN.,.yScoaseaI°o Fe1r NatopaSo.Feul7EN Rm N<FP4rw n E.Isw INE ME WEGNER N CAPERED E • AT TO FABNCAFRLST N FAMEATEEPECEANSAT TIM MASER wNCNE IS W PO Rp..ah-NwMw»N Ew100121 llawnwaltl AACTamF. TERNECIINENS FOR SERF., ; RACED FOR FINAL COMPLIANCE WALK-THROUGH. TTEEmsE.w CONCRETE THE TE 010110E s ALe s TBSTsvaEwNELwMDFawNrBHT AS+mMa1 O IN NNMRMtlTNE.fN FAOWwIYTFEiywnNT.a)EAALTT.1ory. .lass OBE EACH DAY FOR AWYp LVSSE CONCRETE.DR LESS INMNM.4 FOi EEGS NO NKOF WE:NEIE OR N MR YV54C*US.ONCE EA01H 51FFFF FT,CROMS SURFACE'.110 EESSEN U Too A FOR 5WORE OR 00YNIC tr1 s.O0€1CPEcor4CS/TEST PAI.AND ERMAN ONE nassna FOOTNOTES: CONCEIVE MOWN 1Ej ASMc» m (a) Periodic Special Inspection frequency and riming to be defined by the registered design professional, "Q (N) Selection to he made by the registered design professional based on building Palegory and design meUcdology. CCMPEIee1WE TAKE ' EMI CPS - X C. SONCAEISAM CONTENT ITSes A4INCia1 A - CONCRETE TEVPERATRE PRINCI ON X ..-.___. N- CB N _O jBUC TU 9 EL ,IGIN2; a �N' OATS'. PROINANE. SHEET TITLE, SHEET: OF: DWG* 4.1537D9 STRUCTURAL GENERAL PLOT 9m20 OREGON N SST: EWOI: THIS BAR IS ONE INCH RESOLVE DURHAM O&M DATE: QeanWater Services NOTES&REQUIRED S •O l' r sc? N CNN: CAD FILE I: WHEN DRAWING IS FULL ARCHITECTURE + PLANNING PARKING LOT& PLCH, R SCALE. Our commitment;,oI.IT. SPECIAL INSPECTIONS ODJ•Pr" MAINTENANCE STORAGE DNS om.12-31-2021 01 APED: SCALE. REVN DATE DRN APR] DESCRIPTION 2550 SW HillobOro Hwy. HIIIsboro,Oregon 97123-9379 PROJ0: 1 \_i) .__ CC' 3 L) • /---- 16'-5" / 16 -0• 16'-0• '—_- ____- EDGE OF S.O.G. h r —lJ EXTEND WALL FOOTING I2' U +—_��'f• .:- ...Ltj .{ .; I \ \ O 5 r 1 PAST FACE OF EXIST.FOOTING. —L i 2 q q I I DOWEL ALL FOOTING BARS I I SEISMIC , m ! EPARATION % -__ -. _..-.._____ _ -. _ .6 INTO INTERRUPTED EXIST. FST F7G _----. } -__--- -__-.-.\ '� 1 I I wl5#6 E�.-__ T88EPDXY'THE EXIST�T=fG.w! -.-- _ I AWALL J m DET EPDXY. I I I fV 455 L J L _—J , I -- ". I 4k4 x1(FTGS 10'-0" O@ X '/ o L_-_- N FULL-HEIGHT HSS8x4xY4 COLS i j (TYP.AT 4 LOCATIONS) I . I DE rss �LJ• 1 C! 5"THICK SLAB-ON-GRADE w/ o I #4@12"o.c.EA.WAY AT MID-DEPTH OF SLAB PROVIDE CONTROL JOINTS @ 8"o.c.e.w. I 3 .0 V-4"DEEP x 8"WIDE THICKENED SLAB EDGE w/(2)#4 CONT.(TYP.) 16°x 16"CMU o Ii, ¢I � PILASTER(TYP.) mo o ❑ I 1 1 r_-1 �' _r 'T6 —T a y , Fi \ E41 `inl D I I EDGE OF S.O.G. I I 2 '� L--_—J L _I Q . S CC n o col i MAINTENANCE STORAGE FOUNDATION PLAN z K ❑ w w co m 2 I co U U _yl U m O m 0 N %NI t- Cr".4 a et9 INE'' 2 OHN' OR10 I PRQI NAME: SHEET TITLE: SHEET: OF: 1v.t. I .# a DATE: 15370 CII MK DWG N: MAINTENANCE STORAGE PLOT 9/2120 OREGON FLI THIS BAR IS ONE INCH \\ RESOLVE DURHAM O&M DATE. c N CHK, CAD FILE It WHEN DRAWING IS FULL RESOLVE ARCHIiECTUBE + PLANNING PARKING LOT FOUNDATION PLAN PLD«, V , l `'ate, N — SCALE. Our commitment is clear. OM p � MAINTENANCE STORAGE Dws EXP.12.31-x021 im` APPD: SCRLE. REV M DATE DEN APPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROM IP 10• � / 16.-0• / 16'-0" /3'-6 112" , V.I.F. -- DET. 'I - M6' LINE OF(E)METAL FASCIA PANEL C10x15.3 ♦ / II © M I J —-4-—_—WTOx15— 07 �/ 2"SEISMIC JOINT ALL-AROUND a ox O IL Y �3 O �'\ W10x15 I W10x15 I ti4B W10x15 N.. W10x15 - 1 , SW. HSS8x4xY4 STUB U COLS CENTERED LINE OF ROOF - NOTE:SEE ARCH.DWGS FOR ROOF '� o ELEVATIONS AND SLOPING NON CMU PILASTER " (TYP') o `O FASCIA PANEL - "- U j o • ' W10x15 W10x15 W10x15 IOL.-- /2-1 W10x15 �_j ..___I, ess' ASS 1.5"DEEP-18 GAGE TYPE °ET' SIM. FTC. 15.6 / GALVANIZED METAL ROOF DECK TYP. M O LINE OF ROOF-- -- - o_ o_ liW , �) o_ o a m FASCIA PANEL 3 3 _ 3 3 O 1 1 ID q� W10x15 W10x15 W10x15 -I W10x15 ' O1 L • SEE 5/S.:FOR TOP OF v -------LINE OF(E)METAL , WALL RE NE(TYP.) s_ FASCIA PANEL INDICATES A WELDED "' BELOW STRUCTURE x o LL MOMENT CONNECTION o - ol - HSS8x4xY4 STUB COL. Tj m o @ T.O.CMU PILASTER TYP. �/[5�) n ® W10x15 r- W10x15 D®?�-� W1Ox15 �v,.,.. W10x15 00 I -3 DET. L. PI \_,% U ,?5Y V TOP OF WALL=13'-0"(TYP.) 8"CMU WALL BELOW 356 v' Q ®(z) x ro 0 PLACES U p o C10x15.3 /—♦ C10x15.3 C10x15.3 / ♦ / ♦ 0 �I 1� r—ram — — r—I--rl- o Er �E.ACE FROM T .DET. S. ./DET. U TYP. OUTSIDE FACE OF 315.6 65.5 TYP. SEAM TO EDGE OF AM. TYP.0) z DECK(TTP.) LINE OF ROOF CORNERS 3 FASCIA PANEL Ir ❑ • a I MAINTENANCE STORAGE ROOF FRAMING PLAN ®N M m 45 0 E O INDICATES EMBED TO TOP OF € WALL DETAIL.SEE 4/S.6. o I p CTDR4 a 1NEC M OPAL DURIC ATE: PAW NAME. SHEET TITLE', SHEET: OF: CASSka. �15370� es 0SN: DWG RESOLVE DURHAM O&M MAINTENANCE STORAGE OAOTE: 9/2/20 OREGON N THIS BAR IS ONE INCH I o - - QeanWater Services ,2 %c�'r,°.o' w 5111C CAD FILE WHEN DRAWING IS FULL ARCHITECTURE PARKING LOT& ROOF FRAMING PLAN R SCALE. Our commitment is clear. PLC x' qR0 -P T MAINTENANCE STORAGE CWs EYE 12-31-2021 m APED, SCALE_ REVM OATS DRN I ASPO DESCRIPTON 2550 SW HI SDOrO Hwy. Hillsboro,Oregon 97123-9379 q(aA _'.. ) 11 ( J _° � °- DGE OF a11." _w V u a EROOF DECK o kk s F g aFo " Oa 0? ' u 16-5 16'-5" "I.'," 16-5 V.I.F. V.I.F. V.I.F. V.I.F. .11 J ( J C ._...._._.— �___- 'S`_.�t__-- \� 1� LINE Uh ZE�..fiAETA-C ISM �f U U LI FASCIA PANEL Ix C1 2v2n ZjCDfIT.� 1. .'DINT 4• 4. 4• (2)HSS b` c — N [ ;�C� ��12x4xY2 POSTS it i coN `F A ,— 'U W12x26(CONT) CO ( O DET. 1 ! ! l DET. (2)HSS (9 O `;. 15A 35'DA.x9.0'DEEP oIi ys4 -/ m W - CONCRETE PIER [ 12x4xY2 4i_ r j POSTS e'> 7 a I r-- \ a G . d I iNOTE:SEE ARCH.DWGS FOR Zo> \� HSS 4x4 BLOCKING \ \ - 'd z I SEE 2/S.4 FOR ROOF ELEVATIONS AND SLOPING o_ ` 5 EXCAVATION NOTE: LOCATIONS AND DETAIL i"�'♦ C12x20.7(CONT.) -x v LN. TO POTHOLE THIS AREA,USING [ -Li- T �- Is— CONTRACTOR — DET. 1R� DT. — 2'IYP.FROM VACUUM EXCAVATION OR OTHER OWNER- v64 \ 4/5.4 OUTSIDE FACE APPROVED METHOD,PRIOR TO DRILLING FOR \ OE C1z,TO CONC.PIER TO PREVENT EXCAVATION DAMAGE LINE OF ROOF EDGE OF DECK FASCIA PANEL TO UNDERGROUND UTILITIES. a v LINE OF(E)METAL CANOPY FASCIA BELOW a STRUCTURE al o 0 • O UI uti 2 U U LJ U a IY I LINE OF(E)METAL FASCIA D I o PANEL BELOW STRUCTURE wl I U CS Z_ a Ul W N c.m 2 FOUNDATION PLAN �N 1 ROOF FRAMING PLAN m 1/4"=1'-0" 1/4'=1'-0" N 0 E m = 0 N U m OU 6 O N ml 44{1[�1�� m a �GINEf a DNN. DDale ATE: PNd NAME'. SHEET TITLE: SHEET. OF LEE F'15370, III CANOPY PLDT e 9/2/20 OREGON N OSN. Dwcn. THIS BAR IS ONE INCH CleanWater Services R E S Q L V E DURHAM O&M FOUNDATION AND DATE S . 3 ', ,.��,��,�p'' N CNN: CAD p: WHEN DRAWING IS FULL our commitment is clear. ARCHITECTURE . PLANNING PARKING LOT& ROOF FRAMING PLAN °"" - H'1RO J.N�"' MAINTENANCE STORAGE CWS EXP,12.31.2021 m APPD: SCALE REV4 DATE URN APPD DESCRIPTION 2550SW Hillsf Oro HWy. Hlllsluono,Oregon 97123-0379 PROD M: GRID' a4"•4"X +-�2"TYP. 4" 4" (8)#6 GALV.WILLIAMS GR.60 ZNl ) ALL-THREAD REBAR. 17—- 4 la (;) PROVIDE NUTS ABOVE AND - HSS 10x4 HSS 10x4 BELOW BASEPLATE. BEAM T, BEAM --(2)HSS12x4 POSTS If ... _.__ — 0 -1- 0- ------ T&B : il PLACE AY,1"CAP PLATE GRID) AT EACH END OF 1/2"V BLOCKING.CLOSE w/ SEAL WELD. - - (2)HSS12x4 POSTS NOTE:SEE 3/S.4 FOR GRID; WELDING OF C12 TO TOPS OF HSS BEAMS " (2)HSS12x4 POSTS. / SEE 215.4 FOR BLKG. • • 3/4"ISOLATION JOINT '.. FILL w/CONCRETE j -- -- --- w/PREMOLDED FILLER CENTERLINE OF HSS4x4xYa / ASPHALT SURFACE- CONTINUOUS x 10"LONG BLOCKING. !/ C12 BEAM "PLACE AT 4'ABOVE BP I - - SEE CIVIL DWGS. "PLACE AT 8'ABOVE BP , - - `PLACE AT I2'ABOVE BP "PLACE AT TOP OF POSTS 1 2" ,f ,° C!R 7- 2" c EDGE OF ROOF DECK 1.5"OF NIS GROUT , e.___;____4____. #3 TIES©@ 4"o.c. ems.� AROUND ANCHOR BOLTS EXTEND HSS BEAMS/O PAST ° ° ° e C12 TO ALLOW FOR FILLET WELD _ - eI �_•- -- --- - _3" - • J r, f__. CLR. C12 OVER DOUBLE HSS BEAM DETAIL CANTILEVERED COLUMN BLOCKING DETAIL 4 3'=1.-0" 2 11/2"=1'-0" �____6 / - (12)#7 VERTICALS AND - ° - #4 SPIRAL TIES , e 4 - • ° @ 6"PITCH 3 C12 BEAM.COPE - < p 0 2" FLANGE SHORT AND ° o .GRID d EXTEND WEB.ALL A, ¢I CLEARANCES%". @EACH W12 , o AND C12 BEAMS 1/4"3" n °"-•=- tu o 1- U W gl L3x3xYx6"LONG ¢ ROOF DECKING O (CENTERED ON CONT.C12) . . - e � n wl(2)s%"DIA.A307 ° °, r,-�•' n —¢ BOLTS @ 3"o.c.AT C12 x Re 0 4) L3x3 TO ° c3i 4313/16V <CONT.C12 W120R C12 BEAM • - z 4° § iI. s --°— IY w HSS 4x4 BLKG. hh mSEE 2/S.4 TEMPORARY ERECTION TAB < ° - —„—�-• CONTINUOUS ' HSS 10x4 HSS 10x4 SHOP WELDED TO EACH SIDE OF co C12 BEAM BEAM BEAM EACH POST.PROVIDE AN O xYHx w/L2.5x2.52.5'LONG (1)Y,"DIA. .�--- ° rTYP. 1/4% WELDED-THREADED STUD SHOP n ° e � WELDED TO HSS 10x4 BEAMS. CLR. e° ° ° a / HOLD TABS DOWN 1"FROM TOP N 2" OF POSTS.REMOVE TABS TO O -- HSS 10x4 HSS 10x4 COMPLETE VERTICAL FLARE EDGE OF ROOF DECK POST POST BEVEL+FILLET WELDS. m 'o n C12 AT CANOPY CORNER DETAIL TOP OF CANTILEVERED COLUMN DETAIL CANTILEVERED COLUMN FOOTING AT CANOPY NI 5 3,�_,�_0�, 3 1 11/2"=1'-0" 1"=1.-0" m a NGINEP aORN: GATE; - PROJ NAME', SHEET TITLE', SHEET: OF: DWG 14 44.'4 0'P cx v, non: DWG,. DA°E; 8/2/2U ORECON o THIS BAR IS ONE INCH RESOLVE DURHAM O&M CANOPY DETAILS - S .4 a r ,�J, C1eanWate Services 41 CM CAD FlLEk WHEN DRAWING IS FULL ARCHITECTURE + PLANNING PARKING LOT& PLC x, H a" SCALE. - Our commitment I.clear. 44'1 J.01Gr APPD: SCALE MAINTENANCE STORAGE CW3 EXP.12.31-2021 a REV Y DATE DON AFPD DESCRIPTION 2550 5W HIIISbcro Hwy HIIISbOrG OT8900 9/123-9379 PIE•10 16"x16'NOMINAL CMU PILASTER(SOLID-GROUTED) w/(4)#6 VERTICALS @ 10"o.c.e.w.(HOOK INTO FDN.) AND#3 TIES @ 8'o.c. BOND BEAM HORIZONTALS RUN THRU t PILASTERS.PLACE 1ST WALL VERTS 8" GRID; FROM EACH SIDE OF PILASTERS. // /////: ' //•/ /// 4, %/ // 2 �, / //% W10 BEAM.EXTEND WEB FOR CONNECTION.COPE PLAN AT PILASTERS FLANGES 1'(SEE 2/S.5) i AND HOLD ALL MEMBERS • 3/8"CLEAR. K3^3'g C10 BEAM � 8'NOMINAL CMU SHEARWALL K (SOLID-GROUTED)w/#6 VERTICALS @ 24" (2)L3x3x1/4 x 6" LONG " \- o.c AND(2)#4 HORIZONTALS(IN BOND (CENTERED ON W10)w/ L3x3 TO - BEAMS)@ 32"o.c.ALSO PLACE A BOND L3x3x1/4 x 6" LONG (2)5/8"DIA.A307 BOLTS 3/16 V (3) W10 BEAM BEAM AT TOP AND BOTTOM OF WALL. (CENTERED ON W10) @ 3"o.c.AT C10 SIDES w/(2)5/8"DIA.A307 L3x3 TO 3/16V 36"SPLICE \ NOTE:FOR HORIZONTALS,PROVIDE BOLTS @ 3"o.c. C12 LENGTH(TYP.) CORNER BARS AT WALL CORNERS AND 180 �CONT. �'� DEGREE HOOKS AROUND VERTICAL BARS AT END OF ALL WALLS K C10 A C10' 111111111111111M.E C10 BEAM.COPE N CONC.STEM WALL w!#5 @ 12"o.c. FLANGE SHORT AND HORIZONTAL BARS.STOP 1/2 OF VERTS EXTEND WEB.ALL N EDGE OF ROOF DECK T BARS @TOP OF STEM AND ONLY HAVE#6 • - EXTERIOR CONCRETE CLEARANCES 318". - _I@ 24"o.c.CONTINUE UP INTO CMU WALL. SIDEWALK-SHE CIVIL EDGE OF ROOF DECK l_ >A tt NOTE:AT SIMILAR CONDITION,C10 RUNS CONTINUOUSLY -U 4 PAST W10 BEAM WEB.ALSO,AT(2)CORNER CONDITIONS, 5'S.O.G.SEE PLAN m< NOTE:SEE PLAN FOR WHICH BEAM EXTENDS PAST 8 w THE OTHER BEAM.ALSO,SEE 31S.5 FOR CS TO W10 AT C10 RUNS 4"PAST W10 CENTERLINE. a IN FOR REINFORCING -- 3/4"ISOLATION JOINT w/ r CORNER NOTE. c _ t - PREMOLDED FILLER(TYP.) x": t < '. • CI C10 TO C10/W10 AT CORNER DETAIL Q TYPICAL C10 TO W10 FRAMING DETAIL °• 5 1 1/2'=1.-0" 1 1/2 REBAR TO BE 2"CLR.@TOP AND 3'-6"WIDE x 2'-0"DEEP 3"CLR.@ SIDES AND BOTTOM ° a G FOOTING REINFORCED wl(3)#5 CONT.@ T&B a AND#5@12"o.c.@T&B d P. 4 / in I GRID,': #6 @ 12"o.c.w/STD.HOOK I I —I - BASEPLATE 5/8"x 12'SQ.w/ UNDER BOTTOM MAT OF REBAR ( == -� --.i.. oI (4)3/4"DIA.F-1554 GRADE 36 o ANCHOR BOLTS @ 8"0.C.e.w. HSS8x4 POST o / AB'S EXTEND TO BOTTOM 1 WALL FOOTING AT STORAGE AREA 2I MAT OF FTG.REBAR. ett 11/4" I/ O I 3/4"ISOLATION JOINT FILL w/CONCRETE 1/4"FULL-DEPTH SHEAR PLATE cc w/PREMOLDED FILLER 5"S.O.G.SEE PLAN w/(2)5/8"DIA.A307 BOLTS @ O FOR REINFORCING 0 .. -- - " -,.,,, 3"o.c.PROVIDE A MIN.OF 1.5" ml .., :IR GRID? OF EDGE DISTANCE - O a 4 E 0 4 _ - z " - NOTE:AT SIMILAR CONDITION,BEAM INF3/8"CLEAR ING W10.COPE TO KEEP cc INFRAMES AT ONE SIDE ONLY SUPPORTING 3/B"CLEAR OF SUPPORTING W1O. p a• • •-,_a__•_-__'• W10 , _ _ 1 __ . 4 (4)#3 TIES LJ@ 4'o.c. I com - - ° AROUND ANCHOR BOLTS ROOF DECKING 4 o eL . �� MA m 3/4"OF N/S GROUT °a ° • 4-e " a e 4 ,- a n G a J to • 1-. .- - --- _ SHEAR n U /i , -F`�\/ \/A` \ \Y/\ / ✓i PLATE REBAR TO BE 2"CLR. / �j �j �\ ( PROVIDE NUTS AND 1/4" -J - 1"@ T&B 3l16"� TO W10 '2 @TOPAND3"CLR.@ ',,, ..`' V�"�..A�`:A�V,\N..��AiA��\\. THICKx2"DIA.WASHERS -Q SIDES AND BOTTOM -a) 4 A POST FOOTING AT STORAGE AREA TYPICAL W10 TO W10 FRAMING DETAIL CA11/2"=1'-0' 11/2"=1'-0" ml m UCTD 4 o_ fa Nff M ORIG PROJ NAME: SHEET TITLE'. SHEET: OF DWGI a DRN: DATE. 15370 co a USN. owcr. p oA°e 9/2/20 OREGON N THIS BAR IS ONE INCH RESOLVE DURHAM O&M RESOLVE Services STORAGE DETAILS 5 43 4‘, go'.eg '�`I ONE CAD FILE p: WHEN DRAWING IS FULL ARCHITECTURE + PLANNING PARKING LOT& ` N -. -_ SCALE. - — --- Our commitment ie clear. PJc • z. _- • "/RDJ R,c a MAINTENANCE STORAGE ws EXP. z-31.2021 m APED scALe. REV II DATE DEN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-937e PROJP 6. 6"LAP ON 3/16r INFRAMING MOMENT PLATE 1/4 x 3" , W10's WIDE AT TOP AND HOT 'GRID: - - SUPPORTING MOMENT-CONNECTED W10. W10 1 i.� A _t - ®y \ 6"LAP ON 3/16► INFRAMING a ;GRID,J MOMENT PLATE 1/4 x 3" , DD; MI W10's 1—L�� WIDE AT TOP AND HOT SUPPORTING W10 MOMENT-CONNECTED W10. MOMENT PLATE 6"LAP ON TO CAP PLATE 114 1/4 I INFRAMING _ i W10's("fYP.) MOMENT PLATE 1/2 x ® NOTE:WHERE SUPPORTING BEAM IS DEEPER 3.5'WIDE x 6"LONG THAN MOMENT-CONNECTED BEAM,ADD IN INTERMEDIATE 1/2 x 3.5"WIDE x 6"LONG SHIM AT EACH SIDE a _�_� PLATE AT EACH W10 BOTTOM FLANGE AND WELD SAME AS MOMENT PLATE. 3 TYPICAL W10 AT HSS MOMENT CONNECTION DETAIL .. TYPICAL W10 TO W10 MOMENT CONNECTION DETAIL 1 1/2"=1'-0" 1 1/2"=1'-0" HSS STUB `" ` - COLUMN HSS STUB CONN. * * COLUMN II TYPE • is .., / . EMBED PLATE @(1) PLACE 3/8"THICK x 12"SO.EMBED.PLATE ' w/(4)3/4"DIA.x 28"LONG A706 TOP OF MASONRY GAP DEFORMED BAR ANCHORS @ 8" WALL BELOW —- -- - - o.c.(TYP.)NOTE THAT DBA's FIT SEE 5/S.6 INFRAMING W70(WHERE ELEV.13 0"-- -- GRID: I. W10TO JUST INSIDE OF PILASTER VERTS OCCURS).SEE DET.2/5.5 2 �. TOP OF MASONRY WALL, • • HSS STUB FOR SHEAR PLATE CONN. 114 P" CAP PLATE of _ ELEV.12-8" CONN. * a COLUMN o /---� p TYPE O 1 m BOND BEAM AT TOP OF WALL. @(3) W10 BEAM I REINFORCEMENT RUNS THRU PLACES * • PILASTERS AND HOOKS AT END I— I _ I OF WALL.CORNER BARS REOD. 114 FULL-DEPTH PLATES ON EACFFENER H SIDE I.I Fr (6)i13L TIES@4"o.c. ` _ II 01 AROUND DBA's I III 4 L A—N NOTE:END OF FRAMING/NO U T NOTE:LOCATE EMBED PLATE — BEAM EXTENSION AT SIM. ' O WALL BELOW AT ELEV.12'4"(4"BELOW z SEE 5/S.6 TOP OF MASONRY CAP). FACE OF PILASTER AT m CORNER OR WALL END I I HSS STUB ❑ CONN. I s s // CAP PLATE TO POST. TYPE " COLUMN CAP PLATE 3/8 x 8"SQ. (1!6)\ SEAL ALL JOINTS CO 1=4 - wl(4)5/8" A307 ^ DIA. m / / C BOLTS @ 3"o.c.e.w. o @(2) E 8"CMU WALL.SEE PLAN FOR REINF. PLACES s s (1/4)� CAP PLATE TO POST. i PROVIDE A 180 HOOK FOR VERTICALS AT TOP STUB COLS TO ❑ OF WALL,AND PROVIDE MATCHING CORNER 1!4 I EMBEDS(TYP,U.N,O.) - HSS POST N BARS wl 30"LAPS FOR HORIZONTALS. 3 N REINFORCEMENT AT TOP OF WALL DETAIL TYPICAL HSS POST TO PILASTER DETAIL TYPICAL W10 TO HSS POST DETAIL 5 1 1/2"=1'-0" 4 1 1/2"=1'-0" 2 1 1/2"=V-0" o. Q N 10 5 t UOTU 2 ORIG PROD NAME'. SHEET TITLE: SKEET: OF: ��"'� .��ruIAGIN£l� a DRN, DATE: a�'. Osrv. DWG a. PLOT, 9/2/20 15370 w THIS BAR IS ONE INCH \ RESOLVE DURHAM 08M OnTe. OREGON o „„„, Cm„LEa, WHEN DRAWING IS FULL C1eanWater Services STORAGE DETAILS S , �,Y 9 Our commitment is clear. ARCHITECTURE + PLAN% t PARKING LOT& PLC a: ,� APPD SCALE SCALE. MAINTENANCE STORAGE cws leV- EX4RoJ.P.12-31-2021 rn REVa DATE DRN APPD DESCRIPTION 2550SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROD a: DEMOLITION NOTES: ABBREVIATIONS A. THE EXISTING CONDITIONS SHOWN WERE TAKEN FROM AVAILABLE RECORD INFORMATION. ® AT MAG MAGNETIC SYMBOLS LEGEND-WIRING DEVICES SYMBOLS LEGEND-GENERAL FIELD VERIFY ALL CONDITIONS THAT MAY AFFECT CONSTRUCTION.IF ANY DISCREPANCIES AIC AIR CONDITIONING(ER) MAN MANUAL ARE DISCOVERED.NOTIFY THE ENGINEER IN WRITING AND REQUEST DIRECTION PRIOR TO A(AMP) AMPERE MAT MATERIAL SYMBOL DESCRIPTION SYMBOL DESCRIPTION COMMENCING WORK. AC ABOVE COUNTER,ALTERNATING CURRENT MAX MAXIMUM ADJ ADJUSTABLE MCA MINIMUM CIRCUIT AAPACITY $ SNGLE.PO.E WALL SWITCH MOUNT SWITCHES AT 48'AFF.TOG,VON. B EXISTING LIGHT FIXTURES SHALL BE CAREFULLY REMOVED(DO NOT DAMAGE)AND ADJT ADJACENT BCE MAIN CIRCUIT BREAKER [> DRAWING CONSTRUCTION(FLAG')NOTE RETURNED TO THE OWNER. AFF ABOVE FINISHED FLOOR MECH MECHANICAL WALL SWITCH-SUBSCRIPT AHJ AUTHORITY HAVING JURISDICTION MESS MEZZANINE 2=2-POLE LV LOW-VOLTAGE C. ANY AND ALL EQUIPMENT HAVING ELECTRICAL CONNECTIONS THAT REQUIRE MC AMPERE INTERRUPTING CAPACITY MG MOTOR GENERATOR 3=SWAY OS=OCCUPANCY SENSOR TYPE REVISION LLIXID(ENCIRCLES DRAWING CHANGES MADE SINCE THE DISCONNECTING ARDOR RE-CONNECTING AS A RESULT OF CONSTRUCTION SHALL BE ALT ALTERNATE MN METAL HALIDE I MANHOLE I=LWAY OP=OCCUPMCYRHOTOELECTRIC TYPE CD PREVIOUS RELEASE) - INCLUDED AS A PART OF THIS CONTRACT. ANN ANNUNCIATOR MIN MINIMUM N=KEYED WP=WEATHERP1200F ARCH ARCHITECT;ARCHITECTURAL MISC MISCELLANEOUS LOWER CASE LETTER INDICATES SWITCHING GROUP Q REVISION REFERENCE D. THE EXISTING ELECTRICAL DEVICES.CONDUIT,MDAOR EQUIPMENT THAT FOR ANY REASON ATS AUTOMATIC TRANSFER SWITCH MLO MAIN LUG ONLY MOUNT SWITCHES AT HB'AFF.TOOL UON.ANY COMBINATION OF SWITCH OBSTRUCTS CONSTRUCTION SHALL BE RELOCATED UNLESS OTHERWISE NOTED.LOCATION AUTO AUTOMATIC MOOR MAXIMUM OVERCURRENT PROTECTION TYPES CAN BE USED BE.3K=3-WAY KEYED SWITCH) /./// EXISTING TO BE REMOVED(HATCH) IS TO BE AS CLOSE AS POSSIBLE TO THE ORIGINAL LOCATION. AUX AUXILIARY MS MAGNETIC STARTER AWG AMERICAN WIRE GAUGE MTD MOUNTED DUPLEX/DOUBLE DUPLEX RECEPTACLES HEAVY LINEWEIGHT INDICATES NEW WORK E ALL CIRCUITS,CONDUIT AND WIRE THAT ME NOT TO REMAIN IN SERVICE SHALL BE REMOVED MTG MOUNTING gitt NEMA 52TR,+f B'AFF LION BACK TO THE FIRST ACCESSIBLE JUNCTION BOX WHERE IT SHALL BE TIED OFF AND LABELED BKRD BACKBOARD MTR MOTOR AS SPARE WITH CIRCUIT NUMBER INDICATED. BKR BREAKER LIGHT LINEWEIGHT INDICATES EXISTING INFORMATION BLDG BUILDING N NORTH;NEUTRAL ere Om NEMA 5-20R WI GROUND FAULT CIRCUIT INTERRUPTER,+IS'APE UON F. REMOVE ALL ABANDONED WIRE AND CABLING. NIA NOT APPLICABLE DETAIL REFERENCE C CONDUIT NC NORMALLY CLOSED CAP CAPACITY NEC NATIONAL ELECTRICAL CODE DETAIL IDENTIFICATION NUMBER GENERAL NOTES: CB CIRCUIT BREAKER NEMA NATIONAL ELECTRIC MANUFACTURERS SYMBOLS LEGEND-POWER SHEET WHEREDETA&IS DRAWN CKT CIRCUIT ASSOCIATION SYMBOL DESCRIPTION CLG CEILING NESC NATIONAL ELECTRICAL SAFETY CODE 1. SYMBOLS LEGENDS ARE PROVIDED FOR REFERENCE PURPOSES ONLY.THE SYMBOLS CLR CLEAR NUR NEUTRAL III 208YI120V,30,4W PANELBOARD ELEVATION REFERENCE REPRESENT THE TYPE OF DEVICES THAT MAY BE REQUIRED IN THE WORM;QUANTITIES AND COL COLUMN NFPA NATIONAL FIRE PROTECTION ASSOCIATION LOCATIONS ARE AS SHOWN ON THE PLAN SHEETS. COM COMMUNICATION NIG NOT IN CONTRACT /�� ELEVATION IDENTIFICATION NUMBER -l�l CPS CYCLES PER SECOND NO NORMALLY OPEN MOTOR SHEET WHERE ELEVATION IS DRAWN 2. PROVIDE 3/4'CONDUIT 8 Al2 CONDUCTORS UNLESS NOTED OTHERWISE.PROVIDE ONE CT CURRENT TRANSFORMER NTS NOT TO SCALE NEUTRAL CONDUCTOR FOR EACH UNGROUNDED CONDUCTOR OF SINGLE PHASE CTL CONTROL LINE-NEUTRAL BRANCH CIRCUITS.DO NOT SHARE NEUTRAL CONDUCTORS. CU COPPER 0C ON CENTER D DISCONNECT ifitilk SECTION REFERENCE 3. EACH FEEDER AND BRANCH CIRCUIT CONDUIT SHALL HAVER EQUIPMENTOFCI OWNER FURNISHED CONTRACTOR INSTALLED II SECTION IDENTIFICATION NUMBER DC GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NEPA 00,ARTICLE 250. DISCONCT NECT CURRENT OAR OWNERFURNISHED OWNER INSTALLED DISC SW DISCONNECT SWITCH OL OVERLOAD SHEET WHERE SECTION IS DRAWN DISC DISCONNECT OS OPTIONAL STANDBY SYMBOLS LEGEND-LIGHTING 4. ALL ELECTRICAL EQUIPMENT IN PORTIONS OF THE BUILDING NOT BEING REMODELED SHALL BE N ON DOWN LEFT IN WORKING CONDITION.RESTORE ANY CIRCUITS INTERRUPTED. SYMBOL DESCRIPTION DWG OUWING P PRIMARY / \ NORTH REFERENCE PA PUBLIC ADDRESS f\\ JI 5. ALL NEW LIGHT FIXTURESTHORO MD FIXRIRES YCLEAREIN AREAS ADJACENT DEMOLITION BCONSTRULTON P—O-ti STRIP LUMINAIRE MEASURE TO BE THOROUGHLY CLEANED IMMEDIATELY PRIOR TO NOTICE OF SUBSTANTIAL E EXIST,EAST PAR PARALLEL COMPLETION. ODE ELECTRIC DUCT HEATER PB PULL BOX E}a❑I--I...I--I EF EXHAUST FAN PE PHOTO ELECTRIC POLEMOUNTED LUMINAIRE NUMBER OF LUMINAIRES AS SHOWN ON PLANS 6. THE FOLLOWING IS PART OF THIS PROJECT AND ALL COSTS PERTAINING THERETO SHALL BE EGC EQUIPMENT GROUNDING CONDUCTOR PF POWER FACTOR INCLUDED INTHE BASE BID EL ELEC ELEVATE(PLI POST PH MDIOATOR VALVE }e1 EGRESS,UNIVERSALoILLUMINATED EXIT SIGN.SINGLE FACE ARROW INDICATES DIRECTION OF SYMBOLS LEGEND-GENERAL UNT A. NEW ELECTRICAL EQUIPMENT AND APPARATUS SHALL BE COORDINATED AND CONNECTED ELEV ELEVATOR PILL PANEL ®I ILLUMINATED EXIT SIGN-DOUBLE FACE ARROW INDICATES DIRECTION OF SYMBOL DESCRIPTION INTO THE EXISTING SYSTEM AS REQUIRED. EM EMERGENCY POC POINT OF CONNECTION EGRESS,UNIVERSAL MOUNT EMT ELECTRICAL METALLIC TUBING PAVE POWER MINIMUM 344'CONDOR CONCEALED IN CEILING SPACE OR IN WALL MINIMUM a B. POWER WRING AND CABLE INSTALLATIONS SHALL BE CONCEALED ABOVE ACCESSIBLE ENCL ENCLOSURE 341'WITH RI2 AWG CONDUCTORS WITH DEDICATED NEUTRAL EACH CIRCUIT, CEILINGS AND IN WALLS.EXPOSED WRING SHALL BE INSTALLED IN APPROVED SURFACE EMIR ENTRANCE OTT QUANTITY UNLESS OTHERWISE NOTED ON PLAN.PROVIDE EQUIPMENT GROUNDING - METAL RACEWAY WHERE INDICATED. EP EXPLOSION PROOF CONDUCTORS SUED PER NEPA GS. EPO EMERGENCY POWER OFF R(RI RELOCATE(D) - C. WHERE EXISTING CONDUITS ME INDICATED FOR REUSE,FIELD VERIFY INTEGRITY OF EQUIPIEOF EQUIPMENT RAD RADIUS „.."-NA../ RISIBLE METAL CONDUIT REUSED RACEWAYS PRIOR TO INSTALLATION OF CONDUCTORS PROVIDE NEW RACEWAYS EWC ELECTRIC WATER COOLER RECPT RECEPTACLE WHERE EXISTING ARE UNUSABLE. EWH ELECTRIC WATER HEATER REF REFRIGERATOR -———- CONDUIT-CONGEALED IN OR UNDER FLOOR EXH EXHAUST RU RATED LOAD AMPS D. LOCATIONS OF ALL WALL MOUNTED DEVICES SUCH AS SWITCHES,RECEPTACLE,AND EXT EXTERIOR RPM REVOLUTIONS PER MINUTE —UG— CONDUIT-ROUTED UNDERGROUND OUTLETS ARE SHOWN DIAGRAMMATICALLY.VISIT THE SITE TO CONFIRM EXACT DEVICE EXIST EXISTING LOCATIONS MD COORDINATE INSTALLATIONS WITH FIXED CASEWORK,DOORS AND RECITES S SOUTH —I 4-- BREAK LINE F FMRENHEITWOSE SC SECURITY E. PROVIDE PENETRATIONS THROUGH WALLS,FLOORS.AND CEILINGS AS REQUIRED.PROVIDE FA FIRE ALARM SCCR SHORT CIRCUIT CURRENT RATING �A\-1,35 - SUITABLE FIRE RATED MATERIALS ABS SEAL ALL CEILING,FLOOR,AND WALL PENETRATIONS FAA FIRE ALARM ANNUNCIATOR SD SMOKE DETECTOR \ BRANCH CIRCUIT NUMBERS TO MATCH FIRE RATING OF SURFACES PENETRATED. FACP FIRE ALARM CONTROL PANEL SECT SECTION FC FOOTCANDLE SF SUPPLY FAN PANEL DESIGNATION ECU FAN COIL UNIT SHT SHEET HOME RUN TO SOURCE OF SUPPLY LIGHTING AND RECEPTACLE NOTES: FD FEEDERRE DAMPER SPE SPECS PROTECTIVE DEVICE pg PULBox-SIZESINDICAEDORAEREQUIREDBVADE FDR FEEDER SPEC SPECIFICATION C FIXT FIXTURE SR. SPECIAL o FLA FULL LOAD AMPS SC SQUARE W 1. LIGHTING SYSTEMS SHALL BE PROVIDED WITH CONTROLS AS ZONED ON THE LIGHTING PLANS. FSD FIRESMOI/E DAMPER STOR STORAGE HH HANDHOLE N SWITCHING AND DIMMING ZONES ARE INDICATED ADJACENT TO EACH FIXTURE. SW SWITCH W GEN GENERATOR SWBD SWITCHBOARD CD 2. MANUAL CONTROLS SHALL ALLOW OCCUPANTS TO UNIFORMLY REDUCE ILLUMINATION LEVELS GFI GROUND FAULT CIRCUIT INTERRUPTER SYM SYMMETRICAL AT LEAST 50"b.EXCEPTION:CORRIDORS,RESTROOMS,LOBBIES,MECHANICAL.ELECTRICAL,AND GFR GROUND FAULT RELAY SYS SYSTEM C INFORMATION TECHNOLOGY(IDF(ROOMS CONTROLLED BY OCCUPANCY SENSORS. .o H HEIGHT i THERMOSTAT RT 3. EACH AREA THAT IS REQUIRED TO HAVE A MANUAL CONTROL SHALL ALSO HAVE AUTOMATIC HID HIGH INTENSITY DISCHARGE TB TERMINAL BOX TIME SWITCH CONTROL.PROVIDE TIMED OVERRIDE SWITCHES THAT WILL SERVE A MAXIMUM HOA HAND OFF AUTOMATIC TC TIME CLOCK Y AREA 2500 S.F. LOCATIONS SHOWN ON PLANS. HPR HORIZONTAL TEL TELEPHONE pe R HP HORSEPOWER TV TELEVISION rfir ence only EXCEPTIONS HR HOUR TO TYPICAL A EMERGENCY EGRESS LIGHTING CONTROLLED BY OCCUPANCY SENSORS. HT HEIGHTAD - Q B. LOHiINGIN SPACES CONTIROLLE0BY0CWPANCYSENSORS. HW HOT WATER UFC UNIFORM OFIRE CODE blot part of this HZ HERTZ UG UNDERGROUND permit 4. LUMINARIES PROVIDING MEANS OF EGRESS ILLUMINATION ANDHAVING BOTH NORMAL AND UH UNIT HEATER EMERGENCY POWER SOURCES SHALL BE CONTROLLED BY A COMBINATION OF U.L.024 LISTED IBC INTERNATIONAL BUILDING CODE UL UNDERWRITERS LABORATORIES .5 EMERGENCY RELAYS AND OCCUPANCY SENSORS THAT ENABLES THE LIGHTING TO BE SHUT OFF IC INTERCOM VON UNLESS OTHERWISE NOTED Cl WHEN THE AREAS SERVED ARE UNOCCUPIED AND AUTOMATICALLY ILLUMINATES IN THE EVENT EN EEG ILLUMINATING W UNIT VENTILATOR o OF NORMAL POWER SOURCE FAILURE IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC 0 m MAY ENGINEERS V VOLT DRAWING INDEX 5. THEMANTICMAXIMUMLIGHTING NOT EXCEED THAT D SINGLE AMPERE CIRCUIT IG ISOLATED GROUND VAV VARIABLE AIR VOLUME AUTOMATIC CONTROL SHALL NOT EXCEED THAT WHICH IS PROVIDED BY A20 AMPERE CIRCUIT W IMC INTERMEDIATE METAL CONDUIT VEL VELOCITY AD LOADED TO NOT MORE THAN BO PERCENT. IN INCH VM VOLTMETER NUMBER DESCRIPTION C 6. PROVIDE FRICTIONAL TESTING OF AUTOMATIC LIGHTING CONTROLS.SUBMIT WRITTEN VOL VOLUME JB JUNCTION BOX E0.0 GENERAL NOTES,LEGEND,&DRAWING INDEX 0 1 PROCEDURES FOR FUNCTIONAL TESTING OF ALL AUTOMATIC CONTROLS WITH DESCRIPTION OF W WATT,WEST E0.3 ELECTRICAL SCHEDULES AND DETAILS ao THE EXPECTED SYSTEM RESPONSE. KCMR THOUSAND MILLS WI WITH El.) ELECTRICAL SITE DEMOLITION KVA KILOVOLT AMPERES WA) WITHOUT (CAM KILOVOLT AMPERES REACTIVE WH WATER HEATER ' m KW KILOWATT WHM WATT HOUR METER E2.1 SITE POWER AND LIGHTING -Q KWH KILOWATT HOUR WP WEATHERPROOF E3.1 SITEPHOTOMETRICS a .-E LBS POUNDS X REACTANCE E4.1 ELECTRICAL PARTIAL PLANS&ONE-LINE DIAGRAMS • -A LF LINEAR FEET(FEET) XFMR TRANSFORMER E5.1 ELECTRICAL PANEL SCHEDULES N LRA LOCKED ROTOR AMPS XMTR TRANSMITTER LS LIFE SAFETY -g LT LIGHT Z IMPEDANCE N LTG LIGHTING LV LOW VOLTAGE 8 AND (S.5 I.E.: THAT IS Q URN'. ORIG /Y /� 1�1 PROJ NAME: SHEET TITLE: T SHEET: OF. DWG N: A DATE: }Z y f o DAN DWG., GROUP GENERAL NOTES, PLGT asro�20 THIS BAR IS ONE INCH In SW Finn Ave..Ste 2120 DURHAM O&M Dare: oCHIC CAD WHEN DRAWING IS FULL - 4man0 JPE KA PERMIT SET CleanWaier Services PVSIA,U.QreRon9T204 LEGEND, &DRAWING N Our commitment is clear. PARKING LOT& INDEX P`CB ARPD SCALE: SCALE. - vnnB JPF KA DwA CD •Tel S5°D3.41320 X MAINTENANCE STORAGE cws O) REVV DATE TAN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 sazn# ,,nns PROJ ft'. ENGR STAMP: POLE WITH HANOHDLE AT BOTTOM.SEE LIGHTING FIXTURE SCHEDULE. SMOOTH TOP OF BASE. BOLT COVER MATH FINISH GROUT BETWEEN BASE AND BASE TO MATCH POLE. PLATE WITH NON-SHRINK GROUT. ,'CHAMFER AROUND / LBENT GALVANIZED STEEL ANCHOR TOP BASE. BOLTS FURNISHED WITH POLE. 24"ABOVE GRADE. FINISHED GRADE. • ' 1 1ii I 1 _ ^� 1�OSE. H1I 111i' f - � T,i 9I , FIT 11 --'L— MIN.OF6'CONCRETE J"MIN. AROUND ANCHOR BOLTS. Sr DIA NOTE' POLE,ANCHOR BOLTS,AND FOUNDATION SHALL BE DESIGNED BYA REGISTERED STRUCTURAL ENGINEER AND COORDINATED WITH THE LIGHTING FIXTURE TYPE MID CONFIGURATION BEING PRODDED.TAKING INTO ACCOUNT MOUNTING HEIGHT,MAXIMUM PROJECTED AREA MOUNTING ARM LENGTH,QUANTITY OF FIXTURES AND 100 MPH BASIC GUST WIND VELOCITY.CONTRACTOR SHALT.FURNISH FINAL POLE SASE DESIGN TO ARCHITECT WITH LIGHTING FIXTURE SUBAIITALS.POLE FOUNDATION IS MINIMUM REQUIREMENT.CONTRACTOR SHALL VERIFY SOIL CONDITIONS WHICH MAY AFFECT FOUNDATION SIZE LIGHT POLE BASE DETAIL O SCALE'.NTS CI 3 LUMINAIRE SCHEDULE M TYPE MANUFACTURER SERIES DESCRIPTION 6 A BEACON VIPER TYPE: EXISTING POLE MOUNTED AREA LIGHT W m 60L-J36-5K7-55-UNV-A-DB LAMPS: LED W DRIVER: ELECTRONIC L5 FINISH: BLACK QMOUNTING: 16•POLE t VOLTAGE: U V J WATTAGE: 136W c CRT: 70 • DISTRIBUTION: SR-RECTANGULAR CCT: 5000K M LUMEN OUTPUT: 15,158 LUMENS O B HOLOPHANE EMW TYPE: HIGH PRESSURE HOSE DOWN m EMW-L48-411000LM-EST-MD-MVOLT- LAMPS: LED t DRIVER: ELECTRONIC GZ10-511K-8UCR1-0584MHKB o MOUNTING: SURFACE N VOLTAGE: MVOLT O O WATTAGE: 254W co CRT: 80 m DISTRIBUTION: MEDIUM co CCT: 5000K ra c LUMEN OUTPUT: 41,002 LUMENSffi 25 Y C FINEUGHT HP-4 TYPE: LINEAR a HP-4SM-4'-V-840-F-110V-SC LAMPS: lID ` /w_ f LA DRIVER: ELECTRONIC No+ `-a Once Oni m FINISH: WHITE ' Yvt P ) �b MOUNTING: SURFACE 1[� .a 0 VOLTAGE: 37W perms m WATTAGE: 37W ToCftl: 80 'O CCT: 35WK c LUMEN OUTPUT: 3,705 LUMENS co N N ra 2 < DFN GRIG S A Z A N PROJ NAME SHEET TITLE: SHEET. OFF DWG It: DATE: • - o GOB.. I]WGA GROUP ELECTRICAL PLOT Dg102120 E0 . 3 THIS BAR IS ONE INCH �y�y) (�TpL'{/E(�p� m SW Finn Ave.,Ste z,zD DURHAM O&M DATE: • N GEM: CADFILE4: WHEN DRAWING IS FULL - d10500 APE KA PERMIT SET 1�n" 1 "'�'Mes PdtlenU,Oregan9]206 SCHEDULES AND 0 Oar 0.044484ATG4lear. T4I saadszaoo PARKING LOT& DETAILS PLc«. SPELT BOA-F. SCALE. sn,an APE KA ��QU MAINTENANCE STORAGE CWs • W REV H DATE DUN APPD9 Fes^ 3.6i,620R] DESCRIPTION 2550 SW Hillsboro H Hillsboro,Oregon 97123-9379 CWSPea* ENGR STAMP: SHEET NOTES D1 SCHEDULE WORK IN EXISTING AREA WITH THE OWNER.MINIMIZE E. WHERE ELECTRICAL CIRCUITS,FEEDERS,OR WIRING RUNS SERVING DISRUPTION OF NORMAL OPERATIONS. OTHER AREAS ARE SERVED FROM THE SPACE TO BE DEMOLISHED, RECONNECT THEM TO OTHER SOURCES AS REQUIRED TO MAINTAIN D2 REMOVE WIRING DEVICES FIXTURES,COMPONENTS.ELECTRICAL SERVICE TO THE EXISTING DEVICES. EQUIPMENT,MID BOXES NOT REQUIRED TO REMAIN IN SERVICE IN REMODELED AREAS WHEN THIS PROJECT IS COMPLETE.UNLESS 03 ALL CROUITE TO EXISTING ELECTRICAL DEVICES AND EQUIPMENT TO OTHERWISE NOTED. REMAIN IN WORK AREAS,SHALL BE MAINTAINED. e a. REMOVE WIRE,CONDUITS,AND BOXES FOR SUCH DEVICES BACK TO D4 WHERE DRAWINGS INDICATE EXISTING ELECTRICAL EQUIPMENT OR SOURCE,WHERE A CIRCUIT IS INTERRUPTED BY SUCH REMOVAL OF DEVICES TO REMAIN IN SERVICE,BE RELOCATED,OR EE RE-USED, -" A DEVICE OR FIXTURE FROM THAT CIRCUIT.INSTALL WIRE AND REFURBISH THEM.CLEAN SUCH ITEMS,AND NOTIFY ARCHITECT OF ANY CONDUIT AS REQUIRED TO RESTORE SERVICE TO THE REMAINING DEFECTS IN SUCH INSTALLATIONS.REPAIR ANY EXISTING DAMAGE,AND DEVICES AND FIXTURES ON THAT CIRCUIT. ANY DAMAGE CAUSED BY DEMOLIRON OR CONSTRUCTION PERFORMED UNDER THIS CONTRACT. b. WHERE THIS WORK IS NOT POSSIBLE WITHOUT DISTURBING AREAS NOT BEING RENOVATED,CONSULT WITH THE ARCHITECT AND D5 BEFORE DEMOLITION.OFFER LIGHTING FIXTURES,WIRING DEVICES. OWNER BEFORE PERFORMING THE WORK. PANELBOARDS,AND EQUIPMENT TO BE REMOVED TO THE OWNER F OWNER CHOOSES TO RETAIN THESE ITEMS.REMOVE THEM CAREFULLY a WHERE ELECTRICAL CIRCUITS.FEEDERS,CH WIRING RUNS TO PREVENT DAMAGE AND TURN THEM OVER AS DIRECTED.REMOVE THROUGH A SPACE TO BE DEMOLISHED,MAINTAIN THEM_REPAIRITEMS REJECTED BY THE OWNER FROM THE PROJECT SITE.AND ANY DAMAGE CAUSED BY DEMOLRION OR CONSTRUCTION DISPOSE OF THEM IN A LEGAL HAIRIER. i' PERFORMED UNDER THIS CONTRACT. • FLAG NOTES fi' I/EXISTING POLE MOUNTED LIGHT FIXTURE TO BE RELOCATED.SEE EDT FOR NEW I I'- I'., I,., LOCA➢ON. I 2�RECEPTACLE AND JUNCTION BOX TO REMAIN. ---- ---- -_--' 3�LIGHTING TIMECLOCKTO BE RELOCATED.SEE E2.1 FOR NEW LOCATION. / 1 I�;``/;I 4 .DEMOLITION OF PEDESTAL MOUNTED RECEPTACLES AND OGHTNG IN COVERED STORAGE IS BY OTHERS.NOT IN SCOPE F I r POLE MOUNTED LIGHT FIXTURES SHOWN FOR REFERENCE ONLY.NO WORK TO BE I , DONE.N O.) Ir --__-- • o i Jd{� . I • 1 �� I q I \\ I tlI 7 >o. �'I -!--- PP130221 _-_-- PP130225 PPI3022-3 PP13022.9 -PR'1G'022-T 11 1 9 III 1 . `I W I y W // \�% I ��_.-i ce %/'d t, (TYP) I 2' Cu a 2 O E \, r o o II o PP10022-11 PP13022-IS o a. Reference only ®SITE DEMOLITION PLAN ®ENLARGED DEMOLITION PLAN Not part of thi ;Z�i►11�t N N CD N L u SCALE:1'=20'-0' SCALE:1k'=1'-0' , . m M 9 N 2 4 DEN: ATE: S A Z l" N FROJ NAME. SHEET TRLE: SHEER'. OF: D.A.,:}. to d DEN: DWG r: G R G U R PLOT, 09102/20 o THIS BAR IS ONE INCH ©eanWalet Services "PaBa fifth OregonAe�2G420 DURHAM O&M ELECTRICAL SITE DATE. C r ▪ CHI: CAD WHEN DRAINING IS FULL - 4TCarz0 JPF KA PERMIT SETPARKING LOT& DEMOLITION PLCr: C Our commitment la deem Tel 503.418.2400 '" APPD: • SCALE: SCALE. SATE0 JPF HA SCR CD ®Fax 503.416.2087 MAINTENANCE STORAGE cm `a REva DARE DRN APPD DEScwrnDN 25505W Hillsboro Hwy_ Hillsboro,Oregon 9]t23-93T9 STOAT Xars1ww PROJ RI Evcusln,v P. SHEET NOTES 1. VISIT THE SITE BEFORE SUBMIT TING A BID 10 OBSERVE EXISTING CONDITIONS, 2 CONTRACTOR TO PROTECT EXISTING CONDUITS AND REPLACE IF DAMAGED. 3. CONTRACTOR SHALL USE CIRCUITS MACE SPATE DUE TO DEMOLITION• r FLAG NOTES I/NEW LOCATION FCR RELOCATED POLE MOUNTED LIGHT FIXTURE.EXTEND EXISTING CONDUIT ANO BRANCH CIRCUIT LH1B-]9 AND CONNECT TO NEW LOCATION SHOWN. 1/POLE MOUNTED LIGHT FIXTURES SHOWN FOR REFERENCE ONLY.NO WORK TO BE DONE.(N.I.C.) -- -- -- ` I/NEW LOCATION FOR RELOCATED LIGHTING TIMECLOCK.CONNECT TO EXISTING - - - - -- -_- LIGHTING GRCUli 13014.2. C G >.DOCK LEVELER.LOCATE DISCONNECT INSIDE OFRat UP DOOR.CIRCUIT TO i NEARBY POWER.COORDINATE WITH CLEAN WATER SERVICES MOTOR IS TO BE 120V,1HP.CONNECT TO NEW CIRCUIT SHOWN. CONFECT NEW LIGHT FIXTURES TO LOCAL BRANCH LIGHTING CIRCUIT AS . NOTIFY ENGNEER IF LOAD EXCEEDS 80°h OF BRANCH OVER CURRENT PROTECTION. C C G SURFACE MOUNT RECEPTACLE TO WALL AT H12'AFF, O_ AI \, III ' _I. -i III A ---- -__—._. �c PP13022-1 t13022-3 II PP13014-2 el ;d - I ■f �� j R B �l • • _ 13010.12 i I I1 ;� r>,[ b--;"-- LH1 7,8 A lH1B T.a ` A 11. IH B T9 I LH1B-1,8 '-A 1 y 73 U N WI, I, N. B• 1j n J m \\ I PP130225 PP13022 T o 0 1 E r O • \. N 47 co co 72 co r 03 SITE POWER AND LIGHTING PLAN N OENLARGED POWER AND LIGHTING PLAN �N v SCALE:1"=20'-0' SCALE:114'=1'-0" ¢ y© -_ Releleii,, iJliiy Ts Not part of this permit N W VI DRN. ORIG /L /H IA PROJ NAME: SHEET TITLE: SHEET' LO N DATE G R G U/_PL `I 09/02/20 O DSN- DWG M- o THIS BAR IS ONE INCH Gi eanWar Services DURHAM O&M SITE POWER AND oA°E' 11 SW Fi. Ave.,97204 0 E 2 . 1 o CHK: CAD FILE a: WHEN DRAWING IS FULL - el^3rm JPF KA PERMIT SET Portland.Oregon PARKING LOT& LIGHTING SCALE. vmzo JPc KA MOS CD Unr commitmenLbelerr- Tal 503.416.2400 PLca: APPD: SCALE. - ®Fax 503.416.2082 MAINTENANCE STORAGE PCWS ROJ REV% DATE DRN AFPD DESCRIPTION 2550 SW HI SbOiO Hvry. 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Hillsboro,Oregon 97123-93/9 95253.151305.19002 PROIY: ENGR STAMP: • SW L` S Q 3PCOE HER CURENTLRC }} WI41pA0.RHEMLIMING FUSES • AN —EL 1.N33 '�,. •1nnPLMOHEXISTING MOH 1Xq AMMP,3PNJW _ U :35L 11_514 mt MIPS SM1. I1 II I .J Wi PHB IWA .. -...:-._1 IXISi. • _ • _ I L / 1 1 r g ; PARTIAL ELECTRICAL ROOM-AREA B 0 `� § EXISTING PARTIAL ONE-LINE DIAGRAM° MCIB PAMIR EASTWG MCGIIDE A 444WS)N.E°H,IW.300PMP. L. e aRS,4991C RC 2509 11,11I. M CI3a2 — —V . ".I PNFL 13O19 PANE 13010 XiMlt%tl3 MrvA� b61Y 2 40V i ID YFAW Ie3 ® y� , . `-yJ. PCYA2 PANE PWEj1— / � �/ \ / �:/\_� , l Pi ANTI_ • IMM ,i6 II * I ,31111111111111101111111111111I } 1 :I R PARTIAL ELECTRICAL ROOM-AREA D(UPPER BASEMENT° PARTIAL ELECTRICAL ROOM-AREA D ° EXISTING'3 PARTIAL ONE-LINE DIAGRAMR.9rs ° 001 3 II ( 1 I_1 R U v W A m _ _ PAZA`m,I$PNG IKG13031, W i RS RAM 1C&pAua, CuW ddS,I9,fYOAIf QPANEL 13y5 !KRA1]12 j P ✓ l Y0AF ,PG133p MOAT a I — PANEL13O12 05 O PANEL 13094;O VS PANEL lame 1.10919001 CI P,WELINII ay RI PANEL 131111 A 2 Referenco e only cmao Not part of this permit 10 o ELECTRICAL ROOM-AREA C EXISTING PARTIAL ONE-LINE DIAGRAM o ° SWGR 11008A ° a_ N U N O 0 .N N NOTE:ENGINEER WAS NOT ABLE TO VERIFY ONE-LINE DIAGRAM FEEDING PANELS'12021'6'10022'. LL 82 w0 c 5 NOTE:THIS DRAWING IS SHOWN FOR REFERENCE ONLY. 2 DEN: DATE _. A A IN V 1 PRO.,NAME SHEET TITTIT!.E' SHEET: OF: /N r1 1 DURHAM O&M ELECTRICAL PARTIAL PLOT d OSN: DWG N: Mi 1.13 GROUP 1 THIS BAR IS ONE INCH III SW Flan Ave..Ste 2120 DATe: 09/02/20 E 4 e 1 R G7eanWa6er Services PoNand.OregonR7204 PARKING LOT 8 PLANS&ONE—LINE o CFI— CAD FILE z: WHEN DRAWING IS FULL 4roDrzD JPF HA PERMIT SET SCALE. - Our commitment u nicer. PLC r: 2,1]Y20 JPF TA 90%CD •Tel SOSd16 2400 DIAGRAMS Far E03418.208] MAINTENANCE STORAGE CWS W APED SCALE REV9 DATE DEN APED DESCRIPTION 2550 SW Hillsboro HWY. HIIISbaro,Oregon 97123-9379 sum 1¢99.I909 PftQlk ENGR STAMP'. PANEL SCHEDULE EXISTING 13010 PANEL SCHEDULE EXISTING 13022 LOCATION:SHOP BLDG{AREA B) FED FROM EATSTXFMR LOCATION,BLOOD WEST WALL FED FROM)FkR 13003 CIO PH CIRCUIT DESCRIPTION MPS POLE CONNECTED LOAD IN kVA PER CATEGORY 208W120 VOLTS OCT PH CIRCUIT DESCRIPTION AMPS 3 CONNECTED LOAD M kVA PER CATEGORY 120/240 VOLTS ILOAD LOCATION REC LTG EOPT MFR HEG CLG KIT 100 MPS I LORD LOCATION NEC LTG EOPT Mai HTG CLG KIT 150 AMPS 1 A RECEPT,EXIaOR 20 1 190 3-PHASE 1 A 240VRCPT-RM153 20 2 1.3 _ -, -- EXTERIOR HI 1-PHASE 3 B RECEPT,EXTOR 20 1 1.130 4- RE 3 6 - - - 1.3"' 3dMRE 5 C RECEPT,IXtFAWR 20 1 1b0 COPPER BUS 5 A FH3,NORTH RCPT 20 1.6 COPPER.-BUS 7 A RECEPT,IXTEWOR [ 1 9.80 T B FH3,SOUTH RCPT 20 -1 6 22i kAIC 9 B BATTERY 30 3 p 270 1a 10 kAIC 9 A OLISOOI 20 104 11 C IN.T^:Rtg:t.W1/,rE` . 2.78 ✓^'r f• R: WA 11 B R HTR.PUMP-13003 20 3 20 1 MANUFACTDRER. 13 A SPARE ��iiii� I.a 13 A GAS UNIT HEATERS 20 11 15 B SPARE __ TYPE: 15 B RWRCPT 20 0 20 D,g , '- . TYPE. 17 C SPARE 20 1 •'}� 19 B RGPT3PM 1818162 20 1B L{-1 P DOUBLEiUGS S EEEED4:-RU LUGS t I MITOEO ULUCS 21 A RCPT-R 20 0.4 DOUBLE-LUGS ` 23 B CH-2,RCPT 20 09 TOP-FEEOScc 25 A CH-2,RCPT 20 A9 x BOTMfEED -BDTT EED TO pi �100AM BKR 22 B FH4,NORTH RCPT 20 1C- _ x 150AMWNBKR MAN LUGS ONLY 29 A FH4,SOUTH RCPT 20 1.6 i.,t, _ ", ._• 'M AINLUGS ONLY �t I FLOOR-MID 31 8 AH-13004,CONTROL 20 06 FLOOR-MTD ,�► - R SURFPL E-MTD 33 A RCPT.RIM 162 20 12 x SURFACE-AO "111 FLUSH MID 35 B EF-13017 20 06 FLUSH4AED A "'.1%NEUTRAL 37 A RCPTS 20 0.9 200%NEUTRAL R ©GND BUS 39 B MUFFLE 20 0.5 x GND BUS -„B µ:?.:' 2k *VS IG BUS EL CONNECTED PANEL CONNECTED 2 A RECEPT CONVENIENCE 20 0.18 LOAD IN kVA 2 A 240V RCPT-PH334.CH2 20 2 1.9 LOAD WA 4 B BOTTLE STORAGE B JANITOR 20 0.38 RECEPT 86 4 B - - - 1.9 RECEPT 292 6 C GUH-13001,131102.13003 20 1.76 LIGHTING: 1.3 WATER EQUIP: 8.3 9 A MO RCPT,FH-13 20 2 .3 LIGHTING:OP'. 21 10 B 1 C SEATERS HEATERS, IT ER HhiIII!I LNG TING 3.3 8 A AR 13001 20 1 0.73 MOTORS. 2.1 12 B FHi, 1 RCPT 20 1 0.9 HEATING 14 A SPARE 14 A FHB,SOUTH RCPT 20 1 0.9 COOLING 16 a SPARE 20 KITCHEN: 16 8 PLUGMOLD,RM151E 20 1 0.9 KITCHEN: 18 C SPARE 20 TOTAL: 20.1 16 A RCPT-RMS158,159,1808178 20 1 0.9 TOTAL:34.7 FEEDER CONNECTED 20 B SPARE 30 2 FEEDER CONNECTED LOAD N kVA 22 A - - LOAD IN kVA RECEPT: eb 24 B SEC PNL 20 OB RECEPT 292 LIGHTING: 26 A SPARE 20 LIGHTING: EQUIP: 8.3 28 B CONTROL PHI 20 05 EQUIP: 3A MOTORS: 30 A HRP.13001 20 06 MOTORS: 21 HEATING: 3.3 32 B DOCK LEVHBNIIP 20 1A HEATING: COOLING, 34 A SPACE COOING KITCHEN: f 36 B SPACE KITCHEN: TOTAL 20.1 38 A SPACE TOTAL: 34.7 AMPERES: 55.9 40 B SPACE FEEDER FEEDER DEMAND , REMARKS LARGEST MOTOR: kVA DEMAND LOAD REMARKS: LARGESTM90TOR: kVA LOAD 84kVA RECEPT LOADS CALCULATED PER NEC 220.14 125%LARGEST MOTOR INCLUDED IN kVA 251 RECEPT LOADS CALCULATED PER NEC 220.14 125%LARGEST MOTOR INCLUDED IN kVA 20_1 LIGHTING LOADS CALCULATED AT 125%PER NEC 210.19 CALCULATED LOAD PER NEC 220 PAPERER: 104.6 LIGHTING LOADS CALCULATED AT 125%PER NEC 210.19 CALCULATED LOAD PER NEC 220 /WERES: 556 KITCHEN EOPT LOAD DEMAND PER NEC TABLE 220.56 NOTE: NEW CIRCUITS ARE TYPED IN "BOLD" TEXT. NOTE: NEW CIRCUITS ARE TYPED IN "BOLD" TEXT. • I. c9 0 10 W 5 Si W 0 I ❑ JJ C C Y o- 2 I n 0 NOTE:ENGINEER IF NOT ABLE DS 541%OFY PNELBOARDBLH1B' CURR014'. �� E NOTIFY ENGINEER IF LOAD EXCEED580°b OF PANElB0AR060VER CURRENT PROTECTIVE DEVICE. �� o blot part of this permca o it m 10 01 9 -0 n r 0 a_ TJm N I.%w m • ^c w 2 m c 2 m N ORE PEW NAME' SHEETTRE: SHEET. ��v C.hN DIAN' S A2 A NDAi. •N o OSN.• DWG S.. GROUP THIS BAR IS ONE INCH QC�11 hCI I'VIC�S „ �Fifth Om9un 10 2120 DURHAM O&M ELECTRICAL PDATE, 09/02/20 C„K CAD FILES. WHEN DRAWING IS FULL - U0300 JPF NA PERMIT SET PARKING LOT& PANEL SCHEDULES E 5 a 1 ca SCALE. Oor commitment is clear. PLC a: -- 2l1]l20 JPF NA 90%CIO io Tel 503,4162400 APPE: SCALE Fax 503416.2087 MAINTENANCE STORAGE cws T REVS DATE DRN APPD DESCRIPTION 25505W Hillsboro Hwy. HIIIsbOro,Oregon 97123-9379 w4N ABAsHos2 PROD N. EN0R STAMP, OFFICE COPY VALIDITY OF PERMIT CITY OF TIGARD, THE ISSUANCE OF A PERMIT RIwIEWED FOR CODE COMPLTANCB BASED ON CONSTRUCTION • DOCUMENTS AND OTHER APP I DATA SHAto NOT PREVENT OTC! {. 1 THE CODE FFICIAL FROM Pernik#I r i p.-3 n.0 I Orl 1 d4 • - REQUIRING THE CORRECTION OF ERRORS.OSSC 105.4 Address: `}�FitC�O St./ R S 1�1 V�- Suite its By: -{r Date: ;2a- ?f a 1 SPECIAL PEC T;ON REQUIRED Stag sit Crero :at.iuc tUral Specisity Cab C• oncrete and ftetnforcing Steel B• olts In,tailed In Concrete 0 8perlet Moment-Resisting Concrete Frame ,, ❑ Reinforcing Stoat&Prestressing Steel Tendons � S• tructural Welc`ing ` StJ H• igh•Stre:jht Bolting �021 S• tructural Masonry ❑ reinforced Gypsum Concrete ❑ insulting Ccecroto Fill o Spray Applied Fire-Resistive Materials 0 Kings.Drilled Piers end Caissons Shatcrcter 0 d1 Greeting,Excavation and Fang 0 Smoke-Control S;re€atr*ai . 0 Other trs tt:AZ