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Plans (4) BU P2016 - 00027 , _ = t C = -- _ DURHAM O & M BUILDING REMODEL PHASE 1B .1BPERMITSET .. ` 4 = =4 ` = LjriAf2F64:::0:61:' Af Clean Water Services Proje: ''' t #-6687- v , PROJECT TEAM GENERAL NOTES _ OWNER ARCHITECTURAL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL 1. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS ON SITE. NOTIFY OWNER'S REPRESENTATIVE OF ANY CLEAN WATER SERVICES MWA ARCHITECTS ABHT STRUCTURAL SYSTEM DESIGN SYSTEM DESIGN SYSTEM DESIGN DISCREPANCIES BEFORE START OF WORK. DURHAM AWWTP 70 NW COUCH STREET, SUITE 401 ENGINEERS CONSULTANTS, INC CONSULTANTS, INC CONSULTANTS, INC 2. ALL WORK TO COMPLY WITH THE STATE OF OREGON STRUCTURAL SPECIALTY CODE, AND WITH ALL OTHER 16060 SW 85TH AVENUE PORTLAND, OR 97209 1640 NW JOHNSON ST 333 SE 2ND AVENUE, 333 SE 2ND AVENUE, 333 SE 2ND AVENUE, APPLICABLE MUNICIPAL, COUNTY, STATE AND FEDERAL CODES AND REGULATIONS, TIGARD, OR 97224 PH: 503.973.5151 PORTLAND, OR 97209 SUITE 100 SUITE 100 SUITE 100 3. DO NOT SCALE THE DRAWINGS. PLAN DIMENSIONS TO NEW AND EXISTING PARTITIONS ARE TO FACE OF FINISH PH: 503.547.8150 FAX: 503.973.5060 PH: 503.243.6682 PORTLAND, OR 97214 PORTLAND, OR 97214 PORTLAND, OR 97214 UNLESS NOTED OTHERWISE. AT LOCATIONS WHERE NEW WALLS ALIGN AND ADJOIN WITH EXISTING WALLS, CONTACT: TIM RONDEAU CONTACT: JEAN VON BARGEN ROOT, FAX: 503.243.6622 PH: 503.248.0227 PH: 503.248.0227 PH: 503.248.0227 MEET AND MATCH EXISTING SURFACE. y, PROJECT MANAGER FAX: 503.248.0240 FAX: 503.248.0240 FAX: 503.248.0240 4. CONDITIONS AND DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES, UNLESS SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SHEET INDEX SPECIFIC NOTES AND DETAILS. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION ON THE PROJECT. GENERAL ARCHITECTURAL CONT. MECHANICAL ELECTRICAL 5. THE CONTRACTOR IS RESPONSIBLE FOR PATCHING, REPAIRING, ETC., OF ANY EXISTING FINISHED AREAS G001 COVER SHEET/PROJECT INDEX A403 DETAILS M001 LEGEND DETAILS AND SCHEDULE E001 LEGEND AND GENERAL NOTES (FLOORS, WALLS, CEILINGS, A/C PAVEMENT, CONCRETE, LANDSCAPING) DAMAGED OR MODIFIED FOR THE INSTALLATION OF NEW SYSTEMS OR THE ABANDONMENT OF EXISTING SYSTEMS. CONTRACTOR TO G002 CODE DATA A404 DETAILS M101 HVAC DEMO FLOOR PLAN E101 FLOOR PLAN - LIGHTING DEMOLITION COORDINATE ANY REQUIRED WORK IN THE ADJACENT AREAS. G003 CONTRACTOR STAGING AREA A500 SCHEDULES M105 HVAC FLOOR PLAN E102 FLOOR PLAN - POWER DEMOLITION 6. PROVIDE SHORING, BRACING, SUPPORT AND PROTECTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY E103 FLOOR PLAN FIRE ALARM DEMOLITION OF THE PROJECT AND TO PROTECT EXISTING CONSTRUCTION TO REMAIN. ARCHITECTURAL STRUCTURAL E201 FLOOR PLAN - LIGHTING 7. ALL ABANDONED UTILITIES TO HAVE CONDUIT OR PIPING REMOVED AND CAPPED OFF AT THE EXTENT OF THE A100 DEMOLITION FLOOR PLAN S001 GENERAL NOTES PLUMBING E202 FLOOR PLAN - LIGHTING - PHOTOMETRICS PROJECT OR AS REQUIRED FOR THE CONTINUED OPERATION OF THE REMAINING SYSTEM. E203 PLAN - LIGHTING - EGRESS 8. CONTRACTOR TO COORDINATE WITH THE OWNER AND BUILDING TENANTS ANY INTERRUPTION OF ELECTRICAL, A101 DEMOLITION REFLECTED CEILING PLAN S002 GENERAL NOTES CONTINUED P001 LEGEND SCHEDULES AND DETAILS E204 LUMINAIRE SCHEDULE AND DETAILS MECHANICAL, PLUMBING OR FIRE PROTECTION SERVICES. ANY INTERRUPTION TO THE SERVICES ARE TO BE A105 FLOOR PLAN S003 SPECIAL INSPECTION PROGRAM P101 DEMO FLOOR PLAN E301 FLOOR PLAN - POWER/SIGNAL SCHEDULED IN ADVANCE AND THE DURATION OF THE INTERRUPTION HELD TO THE ABSOLUTE MINIMUM. A106 EQUIPMENT & FURNITURE PLAN S004 SPECIAL INSPECTION PROGRAM P105 FLOOR PLAN E302 FLOOR PLAN - FIRE ALARM A107 ENLARGED FLOOR PLAN & INTERIOR ELEV. 5005 SPECIAL INSPECTION PROGRAM E303 FLOOR PLAN - OVERALL 9. THE CONTRACTOR SHALL VERIFY ALL FIGURES, DIMENSIONS, MATERIALS, ETC., ON THE DRAWINGS WITH ALL A108 REFLECTED CEILING PLAN S006 SPECIAL INSPECTION PROGRAM E401 ONE-LINE DIAGRAM AND SCHEDULE OTHER DRAWINGS AND WITH THE VARIOUS MANUFACTURER'S INSTALLATION REQUIREMENTS BEFORE A2O0 WALL SECTIONS S201 FOUNDATION PLAN E402 PANEL SCHEDULES AND DETAILS COMMENCING ANY OF THE WORK HEREIN SHOWN. A300 EXTERIOR ELEVATIONS S202 ROOF PLAN 10. ANY WORK DEVIATING FROM THE DRAWINGS WILL BE REJECTR NGE l �'T,IiDRIZEI:IZON REQUIRED E403 SCHEDULES APPROVED PLANS Pn ' State cf Oregon Structural Specialty COdeA401 WALL ASSEMBLIES S301 EXTERIOR ELEVATIONS Wal P TIGARD Svc UN-ATTACHED: Fire Maw .I..4-' A402 DETAILS S501 CONCRETE SECTIONS REVIEWED FOR CO ccPECIFICATION BOOK Mecbani ,,,,--- �, �r S502 CONCRETE SECTIONS UCTURAL CALCS IttidgLtd Cane to and Reinforcing Steel S601 FRAMING DETAILS APP�� I cFOTECH RETORT "jSoli Inst�Ied in Concrete OTCs I .....MISC DOCUMENTS Truss Engineering ...,.. #: I(0.--6X -2.7.....=AddresOFFICE COPY°swings 0 Special Moment-Resisting Concrete Frame Permits : �.b _ - -/' ❑ Reinforcing Steel&Prestressing Steel Tendons . ABBREVIATIONS NOTE: ALL ABBREVIATIONS SHOWN DO NOT APPEAR ON DRAWINGS SYMBOLS •►4�. - E=-G _ ,, ABV ABOVE (E) EXISTING INT INTERIOR SAM SELF ADHESIVE MEMBRANE ►�," Data 2- „�, 6- oRr-- T engs;t Bolting C":1) ❑ High-Strenght . ACT ACOUSTIC CEILING TILE EA EACH BY: :�� INSUL INSULATION SC SOLID CORE PLAN GRID BUBBLE ADJ ADJACENT EF EACH FACE SCHED SCHEDULE DRAWING TITLE 0 Structural Masonry ADJUST ADJUSTABLE EIFS EXTERIOR INSULATION FINISH SYSTEM JT JOINT SD SMOKE DETECTOR SCALE: N.T.S. ❑ Rei Reinforced Gypsum Concrete AFF ABOVE FINISH FLOOR EJ EXPANSION JOINT KS KNEE SPACE SF SQUARE FEET +0'40" CEILING HEIGHT 0 Insulating Concrete Fill ALC ALCOVE ELECT ELECTRICAL LAV LAVATORY SHT SHEET ❑ Spray Applied Fire-Resistive Materials ALUM ALUMINUM ENCL ENCLOSED SHTG SHEATHING aftCPT\sv FLOOR TRANSITION ANOD ANODIZED EQ EQUAL MAX MAXIMUM DETAIL SIM SIMILAR SHEET N O. EXTERIOR ELEVATION 0 Pings,Drilled Piers and Caissons APT APARTMENT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SM SHEET METAL �'� O' ❑ shotcrete MECH MECHANICAL T.O. WALL ELEVATION HEIGHT ASSEMB ASSEMBLY EL/ELEV ELEVATION SOG SLAB ON GRADE A 9'-0" ❑ Special Grading, Excavation and Filling AV AUDIO VISUAL EXT EXTERIOR MFR MANUFACTURER SPECS SPECIFICATIONS ❑ Smoke-Control sy- rns rn MINI MINIMUM WORK POINT, CONTROL POINT, •R��.- ATD AIR TRANSFER DUCT FACT FACTORY FINISH MTL METAL SS STAINLESS STEEL D DETAIL NO. INTERIOR ELEVATION " •• •tner nep c inns BD BOARD FEC FIRE EXTINGUISHER CABINET STD STANDARD SHEET NO. 0 NIC NOT IN CONTRACT BLDG BUILDING FD FLOOR DRAIN STL STEEL C VIEW E.. BLKG BLOCKING FDC FIRE DEPARTMENT CONNECTION NTS NOT TO SCALE SUSP SUSPENDED Alli REVISION MARK AND CLOU 4 �- '� �.. BM BEAM FF FINISH FLOOR T&B TOP & BOTTOM Lo OC ON CENTER BO BOTTOM OF FG FINISH GRADE TEMP TEMPERED GLASS SECTION NO. BTWN BETWEEN FIN FINISH OD OUTSIDE DIMENSION THRU THROUGH 1 a BYND BEYOND FLR FLOOR OPNG OPENING TO TOP OF *�'�' BUILDING SECTION FLUOR FLUORESCENT OPP OPPOSITE TOC TOP OF CONCRETE SHEET NO. VICINITY MAP v CAB CABINET OSOI OWNER SUPPLIED & OWNER o CB CATCH BASIN END FOUNDATION TOJ TOP OF JOIST INSTALLED c0" { Haid ay Inn Express; --- i CBU CEMENTITIOUS BACKER UNIT FO FACE OF TOM TOP OF MASONRY ' O FOC FACE OF CONCRETE OSCI OWNER SUPPLIED & CONTRACTOR TOW TOP OF WALL Portland - CG CORNER GUARD INSTALLED DETAIL NO. r SW 3, 'Lake Oswego., CJ CONTROL JOINT FOE FACE OF FINISH TS TUBE STEEL f`I ' SHEET NO. DETAIL KEY _ = ' _ " Cregor State Bar{) O FOS FACE OF STRUCTURE PT PAINT TYP TYPICAL ill -SW Durham Rd -- - SW Durham Rd .__ t CL CENTER LINE °' CLG CEILING FP FIRE PANEL PL PLATE r CLR CLEAR , , , . FRCS FIBER REINFORCED CEMENT SIDING PLAM PLASTIC LAMINATE UNO UNLESS NOTED OTHERWISE Tigard High School® 1 £, CMU CONCRETE MASONRY UNIT FT FEET PLBG PLUMBING VCT VINYL COMPOSITION TILE Ct! p COL COLUMN FTG FOOTING PLYWD PLYWOOD VIF VERIFY IN FIELD ROOM SITE PNL PANEL 100 - � - � ,�' -� 11 CONC CONCRETE GA GAUGE VEN VENEER ROOM NAME/NUMBER A ;� ., - r j a> CONT CONTINUOUS GALV GALVANIZED PT PRESSURE TREATED VERT VERTICAL z - - CONST CONSTRUCTION GC GENERAL CONTRACTOR co PTN PARTITION w i -c W WASHER DOOR SYMBOL �'" �'� '°r " a CPT CARPET GL GLASS RAD RADIUS ti CS COUNTERSINK GYP BD GYPSUM BOARD R RUBBER BASE W/ WITH ®Consumer Cellular °e WC WATER CLOSET o 1 O CTR CENTER HB HOSE BIBB RCP REFLECTED CEILING PLAN WD WOOD WINDOW TYPE/LOUVER E REF REFRIGERATOR TYPE Cotham City Park c . m DBL DOUBLE HC HOLLOW CORE WDW WINDOW E DEMO DEMOLITION HCP HANDICAPPED REINF REINFORCE W/O WITHOUT 1 KEYNOTE o� �# o DIA DIAMETER HD HEAT DETECTOR REQ'D REQUIRED �� ` = • RESIL RESILIENT WO WHERE OCCURS DIM DIMENSION HM HOLLOW METAL W/P WATER-PROOF - i . a 'e U DISP DISPENSER HOR HORIZONTAL RM ROOM E PARTITION TYPE €'�rrk xerarlCrove"City��rk �� , . ` . DN DOWN HR HOUR RO ROUGH OPENING W/R WEATHER-RESISTIVED13104/04 LO DS DOWNSPOUT HT HEIGHT RUB RUBBER M _ _ifti,,I,rt CNA swi4rcifiebet way a ,f" O DL DETAIL <lb $Grand I�tootlel . NORTH ARROW __ ,��i , ,"I:►. a DWG DRAWING gcp DWR DRAWER O DRN:NCS ORIG PROD NAME: SHEET TITLE: SHEET: 1 OF: 48 DWG#: t(�t+ DATE: - 4 0 DURHAM O&M GENERAL PLOT .:i ' ' �� i 1/20/16 DSN:NCs DWG#: G001 mwa architects BUILDING COVER SHEET DATE: '/,, j CD THIS BAR IS ONE INCH 7Q NW COUCH STREET O CHK:JVBR CAD FILE#:1445.01-G001.DWG WHEN DRAWING IS FULL BUILDING GOO1 cvPORTLAND,0R 97209 PROJECT INDEX PLC#: NA '� O SCALE. 1/19/2016 PERMIT SET Our commitment is clear. REMODEL P 503 973 5151 eQ s.\.! F 503 973 5060 iX. APPD:JVBR SCALE: NONE REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCH�TECTS.COM PHASE 1 B PROD#: 6687CWS 4 ' r i 1111111116.411,11.111 SITE DATA PROJECT DATA DEFERRED SUBMITTALS ACCESSIBILITY SUMMARY SITE DESCRIPTION: DURHAM ADVANCED WASTEWATER TREATMENT PROJECT SHOP AND OFFICE AREA TENANT IMPROVEMENT FIRE SPRINKLER SYSTEM THE EXISTING RESTROOM IS BEING ENLARGED AND UPGRADED TO COMPLY FACILITY OPERATIONS AND MAINTENANCE (O&M) DESCRIPTION: BRIDGE CRANE AND SUPPORTING STRUCTURAL FRAME WITH CLEAR FLOOR SPACE REQUIREMENTS, FIXTURE HEIGHTS AND PARTIAL SHELL AND CORE IMPROVEMENTS IN SHOP, ALUMINUM STOREFRONT SYSTEM ACCESSORY REACH RANGES. A NEW 3'-0" DOOR TO THE REST ROOM IS BEING LIMITED EXTERIOR WORK (SECTIONAL DOOR INFILL). BUILDING CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) FIRE ALARM SYSTEM INSTALLED TO PROVIDE REQUIRED CLEAR WIDTH. THE EXISTING PATH OF CHAPTER 34 EXISTING STRUCTURES TRAVEL FROM THE AREA OF PRIMARY F UNCT:CN TO AC.L'ESSIBLE RESTROOMS SITE LOCATION: 16060 SW 85TH AVENUEENERGY CODE REQUIREMENTS IS COMPLIANT. THE FLOORS IN THE SHOP ARE TO BE LEVELED. IN ADDITION, TIGARD, OR 97224 CONSTRUCTION WITH HEAVY TIMBER ROOF ALL NEW AND EXISTING DOORS IN AREA OF ALTERATION ARE TO RECEIVE NEW TYPE (CHAPTER 6): i2a0 OREGON ENERGY EFFICIENCY CODE 2014, 101.4.2 COMPLIANT LEVER HARDWARE, AUDIBLE VISUAL ALARMS AS REQUIRED BY SITE AREA: TENANT IMPROVEMENT AREA 6100 S.F. REMOVAL OF OVERHEAD SECTIONAL DOORS. INFILL WITH R-21 PER TABLE CODE ARE TO BE INSTALLED. 502.1.1. ZONING DATA (TIGARD MUNICIPAL CODE) OCCUPANCY: MIXED OCCUPANCY (B) BUSINESS/ (F-1) FACTORY 25% PROJECT EVALUATION ($600,000) _ $150,000 FULLY FIRE PROTECTED PER NFPA 13 BUILDING - ALLOWABLE AREA ZONE: CHAPTER 18.650 DURHAM ADVANCED WASTEWATER ACCESSIBLE UPGRADE COSTS= $150,000 TREATMENT FACILITY PLAN DISTRICT (B) BUSINESS BASE ALLOWABLE FLOOR AREA EXISTING BUILDING -DEMOLITION AND BARRIER REMOVAL=$100,000 SF LOAD OCC REQ'D/ PROVIDED EXIT (PER TABLE 503) ALLOWABLE 19,000 PER TABLE -ACCESSIBLE RESTROOM UPGRADE=$25,000 SUBDISTRICT: OPERATIONS SUBDISTRICT FACTOR LOAD EXIT DISTANCE 503 -DOOR HARDWARE UPGRADES=$25,000 OFFICE (100) 766 SF 100 8 <49 = 1/1 300' PER 506.2 (19000 X .52) = 9,880 USE TYPE - PERMITTED 19,000 + 9,880 = 28,880 SF EXISTING OFFICE: (ALLOWABLE (F-1) FACTORY BUILDING AREA) DEVELOPMENT OFFICE TENANT IMPROVEMENT SF LOAD OCC REQ'D/ EXITS EXIT 28,880 SF > ACTUAL 26,000 SF STANDARDS: FACTOR LOAD PROVIDED EXIT DISTANCE SHOP (101) 4,758 SF 100 48 < 49 = 1/1 250' BASE ALLOWABLE HEIGHT EXISTING 1 STORY BUILDING BUILDING FIRE DETECTION AND SUPPRESSION HALLWAY (102) 180 SF - N/A < 49 = 1/2 250' (PER TABLE 503) 3 STORIES, 55 FEET AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 RESTROOM (103) 115 SF - N/A < 49 = 1/1 250' PARKING SUMMARY TOOL ROOM (104) 194 SF 100 2 < 49 = 1/1 250' PORTABLE FIRE EXTINGUISHER: TOTAL OF ONE WITHIN 30 FEET OF WHERE HOT COMPRESSOR 83 SF 100 1 < 49 = 1/1 250' NO CHANGES TO EXISTING PARKING WORK PERFORMED (IFC 3504.2.6) REST OF SHOP MUST BE WITHIN 50 FEET OF 20-B ROOM (106) EXTINGUISHER 7//, i Lrrr.:l7/.f//1 �/ /........ rA'i:�si �.rr�� /3//x p--. ---c- — — i — — — i ammo avow - jcmim tits im r� ■�r�-� c — — — --(1 IL_ _1_ t_ , n-L- !- LEGEND I 1-- - -I — —-1 — = _ _ 1- _ — -_-_:—_- —-_— r----.---- = — r- --=---M1— - - - — I —11117C — 7. 1 142'-6" [= I 1 L- — — -- — L — — —11111111 3 — 48 44••••• POINT OF EXIT W/ OCCUPANT LOAD 1 III I� I e (E) EXIT SIGN rn I OFFICE I SHOP 100 II MARKED EXITWAY 101 5'-3"■ as - - ■ EXIT PATH AND DISTANCE. EGRESS o A (B) BUSINESS FE 1 PER OSHA 1926.34 LIGHTING PROVIDED ACROSS ENTIRE o (F-1} FACTORY EGRESS PATH. MIN 1 FOOT CANDLE AS c9 �.� _ 766 SF _ _ �� 4,758 SF MEASURED AT FLOOR LEVEL o _ '► I 1 to �r �f. AREA 1 A EA OF NO WORK 1 € elaIa. MIa� MI � ■cM � � NMI � IwwNIMEwrIMN � alMIE � NM � t. muwinEN - - - NEmuenwr � tlmininEnamNElNEal � MIINMI - In � FE FIRE EXTINGUISHER ■ FE MI a. ttara� aarna� w ; —i < AO FE ADA DOOR CLEARANCE SPACE v vrill" j L_ _ _ J o ■ rn ■ ■ 51'-0" I11I III] 11 ��1111i _ zI Hill 1I I 11 I II KEY PLAN 12 P AI 6- FE. T- i —1 .O “.$ ® L — _ _ J L — _ _ _ J LT-1 _ — NM , ---' .i=� =i �a�, i -11=111111111111116 MEM - tf 2} CD NIF (3) HALLWAY �i um 111 3 •—.. a. al � a■ a■ � a� 102 rim - -” - 3 _ _ _ a. 1 ( -1) ORY `x oesIi, I 180 SF 1 — �� -.(A� �--'.- r r geliwi AIM li k 1-HR FIRE RATED WALL. it I _ Ni- — 1i 1111 � '� �;- THIS LOCATION ONLY o '41/ 1 / qESTFROOM j TOOL ROOM l � 0I1 S L II '�'.� �t� _ 104 _ U il :Ill) F.:CfiZS (F-1) FACTORY E) GAS Z:;.' 1 ; a X11SF 194 SF STORAGE d' p 310" <jt ,c, / 00 c., 0 _ . ,r; 4 Ro 301 I ° ' . ; ►' "i E GAS c,. ;� 2 4 34-0 ( ) o '�� (F-1) FACTORY /1r►�- STORAGE TRUE NORTH a' Il 7) AorrAnrAw_ A 83 SF � (a) 0 0 CODE FLOOR PLAN PROJECT NORTH Eco 9 i SCALE: 1/18"=1-0" a PROJ NAME: SHEET TITLE: SHEET: 2 OF: 48 DWG#: , � ORIG 0 DURHAM O&M GENERAL ,,' AEC ,� co DRV: NCS DATE: � - — � �� • J.►ict�iAM1 PLOT DSV: NCS mwa architects BUILDING CODE DATA v12/1s A • � DwG#: G002 THIS BAR I5 ONE INCH DATE: -� 7o NW COUGH STREET �eanWaber Se:rvices G002 ��. .,� SUITE 401 1 REMODEL PLC#: NA N CHK: JVBR CAD FILE#:1445.01-G0o2.DWG E DRAWING IS FULL Our commitment is clear. SUI PORTLAND, SCALE. 1/19/2016 PERMIT SET vso9873 s1s, APPD: JVBR SCALE: NONE 6 503 973 5060 CWS ' REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCHITECTs.[OM PHASE 1 B PROD#: 6687 Olio' • LEGEND _ el , t 3 — 7Th i .. .... � — CONTRACTOR STAGING AREA f"-:::80)c iv, , a. , of .< , Ail J i ico4C S. I til, C f X ■ •I 4 X 1 L. I ie I X l l{� 4 •\ e e f . • ° e ■ .„ ill �, 1 i ./.-/>>,74-1 / _ _ \ • --? -ep 0 / j. 4 *____• ...__ • .____.„ ____ • ______ . X X _____.X •____.X X �T /„..t) - : • ,,...:, ' �1 I ' NM �� X � RV S�A7/O . � ; •SIN N�. 4 X PRIMAR �� I x_..x ..._.__x �.....,_x �.__x x x "X x ,_,_'�, X .-^--- X _. -X CLARIFI '� HEMI�CC iL i•ECONDA'Y = RVROAD ®! 1 NO, 4� • BLDG. _- GLARIFIE' POLE BLDG. — _ _ I. ejf:) a NO. 4/ -Ill 1 - ;1, k : A SIN Ns. 3 . 0 . o o ------____._ F • 0 rt ' �~ HEADWORK X f• P IMAR ='SECONDA„.Y x �.�/� 'h �, , BLD �' ' 1 •LARIFIER o ' CLARIFIE • ° ..,,s„, ' - NO. 3 l o NO. 3 \' o •I � • ° . SURGE .:r - BASIN NO. I / .4 \,-4) , k / : �iN� k le C /A "f/, ❑ (-.4 : o'e k 4 '''' '44(' , �, q' • 0, ,-,y o 0 1 .o ol'* '�- Q �„ <Z”" `41.1.474. ;: FILTER ! -,.� 4 .��'f G' O2 4- ;b BACKWAS Lai % L�'�� 0 i BASIN ° J 0 c \ •J.•a tf s 1 co —.41! 1-=`9, -.1g— * 41.deic,. / /0 ' r4io off., L.&M BLD 4 ;9 0. D6E'i R . lb 0 . ,,, . e... -q 6 ivip }tx it: ' ,-'-''''-'- 1,74 '''' • „ ii\e" c . ...-- 0 '...7---- ! 4# . -gwc/ ,' , 0 __ . ._ , .._ . ,. �{SOLID ' 4 R4 4' BLDG,,. , ® AGES E STOR S / a 46 . LAB .AIo COMPLE° • ', � �. .. ////iii �O NO. 1 ,,,.,'''' ® `<lNFLUE ,T-) \,' 7- 3 G 7 PUMP! ' t ' , ,. ' o STA- -� cn ° CO d' i ,.._,,----, • 411i/ ¢ z4ECTRI AL .. � _ B.STAO` o'er L I� , • /- :.,a, ----.. if cin �❑ , • ITR VITEX / .�� ca. • � �-COERY. ' t✓ILITY O / - / •�'�' m 0 v Tr T CONTRACTOR STAGING AREATt ��^❑ o (7SCALE: NTS 5' a: PROJ NAME: SHEET TITLE: SHEET: 3 OF: 48 DWG#: 'SO) ?%. N DRN: NCS ORIG "`" G7 DATE: % DURHAM O&M GENERAL PLOT C~ R J.iWF�w (r% C DSN: NCS DWG#: G002 mwa architects 1/11/16 -�r� ��x BUILDING CONTRACTOR STAGING AREA DATE: �� /!1 op THIS BAR IS ONE INCH C.,+leall YY+' rel'V1C�'.S 70 NW COUCH STREET o CHK JVBR cAD FILE#:1445.01-0003.DWG WHEN DRAWING IS FULL SUITE 401 N - PORTLAND,OR 97209 PLC#: SCALE. 1/19/2016 PERMIT SET Our commitment is clear. P 503 973 5151 REMODEL NA APPD: JVBR SCALE: NONE (5039735060 CWS C9 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCHITECTS.COM PHASE 1 B PROJ#: 66$7 OF n�� art 1 A nA A� D D 6 D SHEET GENERAL NOTES ` - - �'� M' M,8 N, P' P`3 P,6 P,9 1. CONTRACTOR TO VERIFY ALL EXIST,NG CONDITIONS. REMOVAL AND 147'-4" / STORAGE OF FURNISHINGS,`E:2UIPMENT, AND OTHER FIXTURES TO BE 19'-91/2" 17'-71/2" 17'-7112" 17'-7 1/2" / 20'-6" 16'-9° 17'-7 1/2" 19'-9 1/2" PROVIDED BY OWNER. 2. PATCH AND REPAIR ANY AREAS DAMAGED BY DEMOLITION. ,../ i I I I 3. DIMENSIONS AT EXISTING GRIDS ARE 'FOR REFERENCE ONLY. FIELD VERIFY FOR ACCURACY. �/ _ i4. PATCH AND REPAIR EXISTING FLOOR TO RECEIVE NEW FLOOR AT , _ _ PLUMBING STUBS AND CAP AREA. .� 5. CONTRACTOR RESPONSIBLE FOR DISPOSAL OF ALL DEMOLISHED I IT I I ITEMS. 6. SEE MECHANICALJELECTRICALJLIGHTING FOR ADDITIONAL DEMOLITION i-- f / _, i = NOTES. 0 _ -" = - \ \ 7. AREAS BEYOND LINE OF WORK MAY BE INCLUDED TO PROVIDE A :�.-..._� .,.r,� � � �Li_..� Z_ -.� . �.�.:�,.: :� �:-.�. :: :�: :�: : : COMPLETE BUILDING. 5 E AIR i I 8 REMOVE ALL ANCHORS, ATTACHMENTS, AND HOUSEKEEPING PADS; l • I COMPRESSO . - CUT AND GRIND FLUSH. SEE ELECTRICAL FOR CONDUIT.SEE PLUMBING { i ®ROOM• FOR PIPING. L T s 9. EQUIPMENT, STORAGE RACKS, TOOLS AND WORK TABLES TO BE MOVED BY CWS FORSAFESTORAGE. { 3 { a 8. Q. is KEYNtTES 17 Q i a . : : E MAINTENANCE. .. . . . .. . . .. ..., . . .... ... . .. ... .:. .. . . O M I :. . • • _ 1 (E) FIRE EXTINGUISHER TO BE RELOCATED, SEE FLOOR PLAN SHEET A105 EL . . ;. . . ...-.�. 2 (E) FIRE ALARM TO BE RELOCATED, SEE FLOOR PLAN SHEET A105 ROOM O . :. ! . 3 REMOVE (E) DOOR AND FRAME i J LLN Q REMOVE E (E) - 1 CMU WALL, "WP: -. oo o o". -_ � . 5 REMOVE {E) MEZZAN NE ABO VE COMPRESSOR SSOR RO M • I I I 0 I 0 i : Et I 0I 1 � Q SAWCUT (E) SLAB AND PREP TO RECEIVE NEW SLAB. COORDINATE WI cf? STRUCTURAL (E) r,,ioniminr*Ir 0 .-, i HALLWAY ��// �a■� _ _ - CI) REMOVE (E) PANEL DOOR, PREPARE AREA TO RECEIVE IN-FILL WALL. i - 0 - - -- -- - - -- -- - �'WIN ML __, -- - STUB POWER BACK TO WALL 18 (E) (E) RESTROOM Q ; I 18 I I Q8 REMOVE (E) EXIT SIGN I I I I JANITOR (E) TOOL 9 Q9 REMOVE (E) PANEL DOOR, PREPARE FOR INSTALLATION OF NEW o� OVERHEAD COILING DOOR i :_ ROOM a o 4 j 10 REMOVE (E) ROOF ACCESS LADDER, (E) ROOF HATCHTO REMAIN vi 9 — 11 REMOVE (E) UTILITY SINK, EYEWASH STATION AND ACCESSORIES. /1 ROOMFE rAfilgap2. RETAIN FOR RE-INSTALLATION. STUB UTILITIES BACK AND PREPARE " 4 _ _ _ _ _ _ _ _ , 4 e TO RE-ROUTE TO NEW LOCATIONS, SEE SHEET A105, P105 m I I I I E GAS I I s 12 (E) FIRE SUPPRESSION WATER PIPES TO REMAIN ( ) doP STORAGE - o 0 13 REMOVE (E) COMPRESSOR. COORDINATE W/ MECHANICAL _t v (E) GAS 14 PATCH AND REPAIR FLOORS WHERE CMU ASSEMBLIES REMOVED - d STORAGE 0 o LEGEND 15 REMOVE (E) ELECTRICAL PANEL AND GUARDRAIL. COORDINATE WI a, ELECTRICAL c - — - ITEMS TO BE DEMOLISHED 16 REMOVE (E) JIB CRANE AND FOOTINGS. COORDINATE WI 0 STRUCTURAL (E) WALLS REMAIN �, 17 REMOVE ALL (E) WALL PANELS AND FURRING SYSTEM; REMOVE ALL DAND ECOMMISSIONEDPIPING. COORDINATE ATTACHME W/ MECHANICALNTS, ANCHORANDS HANGERS CONDUITS // / / /r/ AREA OF NO TO WORK ors 18 REMOVE (E) PLUMBING FIXTURES. STUB UTILITIES BACK AND O : SAWCUT (E) SLAB AND PREP TO RECEIVE . .:... ::.. : PREPARE TO RE-ROUTE TO NEW LOCATIONS, SEE FLOOR PLAN F SHEET A105. COORDINATE W/ PLUMBING o NEW LEVEL SLAB 19 REMOVE (E) FLOOR DRAINS AND PIPING. COORDINATE W/ PLUMBING U KEYPLAN 20 REMOVE (E) DOOR. (E) FRAME TO REMAIN TD-.0 DEMOLITION FLOOR PLAN in N.T.S. ! , — ?1 REMOVE (E)WALL PANELS OR GYPSUM WALLBOARD N 1/8" = 1 i n ` IIT o�\ SCALE: -0 .,,__E: ■ 22 (E) DOOR AND FRAME TO REMAIN o — —1 r ___4_,--...-- 4--,-, 23 PROTECT (E) BUILDING FOOTINGS a Fr-j----'r- --L. - -4 --IL-, I ] 24 REMOVE (E) LOUVERS c _ co0 0. as E I Q ORIG PROJ NAME: SHEET TITLE SHEET: OF: DWG#: N DRN: NS DATE: 4 48 ��+' Al?{ 0 DURHAM O&M ARCHITECTURAL .-- DSN: NS DWG#: PLOT .? CO THIS BAR IS ONE INCH mwa architects DEMOLITION FLOOR PLAN 1112/16 1 aeanWater Services BUILDING °ATE: �/, , �- 70 NW COUCH STREET •• N CHK: JVBR CAD FILE#: 1445.01-Al00.DWG WHEN DRAWING IS FULL SURru o.eR„: PLC#: NA Al 00 •.. ,,OR (NI SCALE. Our commitment is clear. 1/19/2016 PERMIT SET PS039735151 DEL (9 Z....- nI n q �y f 503 973 9060 [� �} APPD: SCALE: 1 J8 = 1 -0 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 MWAARCHITECTS.COM PHASE 1 B PR J#: 6687 OF O 1 • L.6 42M.8 @ P. P.3 P.6 P.9SHEET GENERAL NOTES 1. STORAGE OF FURNISHINGS, EQUIPMENT, AND OTHER FIXTURES TO BE PROVIDED BY OWNER. 2. LIGHTING, FIRE ALARM: AND SECURITY TO REMAIN I 1 1 I 1 I I I 1 OPERATIONAL DURING' CONSTRUCTION/DEMOLITION. CONTRACTOR TL COORDINATE WITH OWNER. / i 3, (E) REFERS TO EXISTING. i 4. PATCH AND REPAIR ANY AREAS DAMAGED BY - __- _ _ DEMOLITION. 1 I 1 I 5, DIMENSIONS AT EXISTING GRIDS ARE FOR / REFERENCE ONLY. FIELD VERIFY FOR ACCURACY. / / 6. CONTRACTOR RESPONSIBLE FOR DISPOSAL OF ALL 0DEMOLISHED ITEMS. ��9 9 f 9 O 7. SEE MECHANICAUELECTRICAULIGHTING FOR � C-Q j �� ADDITIONAL DEMOLITION NOTES. I I I I I 1 I;':_ 8. AREAS BEYOND LINE OF WORK MAY BE INCLUDED (E}AIR COMPRESSOR TO PROVIDE A COMPLETE BUILDING. ROOM o 9. REMOVE ALL (E) LIGHT FIXTURES. . . . . . • . • . . . 10. REMOVE ALL ANCHORS, AND ATTACHMENTS, CUT Ca a AND GRIND FLUSH. SEE ELECTRICAL FOR CONDUIT. L �" I I I 1 �- SEE PLUMBING FOR PIPING. ■� - KEYNOTES - 0 (E) MAINTENANCE SHOP 0 OD O 10 REMOVE (E) SPRINKLER HEADS IN CONFLICT WITH - I a I 1 I I I I I NEW PARTITION WALL LOCATION. PREPARE FOR Q1L . : INSTALLATION OF NEW SPRINKLER HEADS AND DROPS AS NECESSARY TO ACCOMMODATE TENANT IMPROVEMENT CHANGES, SEE MECHANICAL , 11 Q 0 _ Q 0li 0 _I 0 DRAWINGS 1 I 1 I � , 44) (E} WELD ROOM I I 3 I � I -� lJ0 2 REMOVE (E) SUSPENDED ACOUSTICAL TILE CEILING f AND GRID, PREPARE FOR OPEN TO STRUCTURE _ / ' ;- _ _ ►_ _ _-- _ I -- I Q (E) ROOF HATCH TO BE ABANDONED IN PLACE l4 1 1 1 1 I (E) HALLWAY 1 1 I I 4 REMOVE (E) OVERHEAD DOOR AND TRACKS 7%8 _ _ _ (i____ -//1 _ 0 REMOVE (E) MONORAIL, TROLLEY AND SUPPORTS For _ 12 (E) (E) RESTROOM 6 (E)TIMBER ROOF STRUCTURE TO REMAIN, TYP. ANA 7 I 1 1 I JANITOR ( reerI 1 1 1 2 REMOVE (E) GYPSUM BOARD CEILING, PREPARE FOR 7 T NEW CEILING MATERIALS AND LAYOUT PER RCP (E) TOOL // , -- , ROOM 8 E SKYLIGHTS TO REMAIN _ � Q I 1 1 1 I ;�. 1 1 1 1 g _- _ _ _ _ REMOVE {E} CEILING MOUNTED HEATERS ROOM 10 REMOVE ALL (E) WALL PANELS AND FURRING -� /� 1r/ - SYSTEM; REMOVE ALL DECOMMISSIONED g•� -- — — -- — -- — -- — — — — — ATTACHMENTS, ANCHORS HANGERS CONDUITS AND 1 I 1 1 1 1 PIPING. COORDINATE W/ MECHANICAL AND 3 .o 4 (E) GAS ELECTRICAL STORAGE Ilir' ►_ 11 ALL HOISTS TO BE RETURNED TO OWNER. MONORAIL (E) GAS TO REMAIN IN ELECTRICAL SHOP; CUT RAIL NORTH ZS STORAGE OF SECOND SUPPORT TO ALLOW FOR CONTINUING tsi FUNCTION OF RAIL IN ELECTRICAL SHOP 12 (E) EXTERIOR LIGHT TO REMAIN. COORDINATE WI ELECTRICAL 0 0 1 V LEGEND 0 a, - - ITEMS TO BE DEMOLISHED 3 /v, m 7//// AREA OF NO WORK a) ca a KEYPLAN ers DEMOLITION REFLECTED CEILING PLAN N.T.S. .c II I 0 _ 1� cn _ _��)r �>i r- - f U —Il Lo I Tr C7) 1 cy. I i 6. o DRN: CK ORIG PROD NAME: SHEET TITLE: SHEET: 5 OF: 48 DWG#: A I:c G R o DATE: ► ARCHITECTURAL "y`' 0 DURHAM O&M c� R �. ::::::::: r DSN: CK DWG#: mwa architects PLOT 1/11/16 cc THIS BAR IS ONE INCH •• �C BUILDING DEMOLITION REFLECTED DATE: rn/, f CleanWater Ser.ices 70 NW COUCH STREET ocNi CHK: JVBR CAD FILE#: 1445.01-A101.DWG WHEN DRAWING IS FULL SOITtAN0,OR97203 PLC#: NA �� O � SCALE. i/1912016 PERMIT SET Our commitment is clear. PORT 401 CEILING PLAN Q j� P5039735151REMODEL � ,APPD: JVBR SCALE: 1/8" = 1`-O" F 503 473 5060DyUsY REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCHITECTS.COM PHASE 1B PROD#: 6607 'OF ' : �.t moi' SHEET GENERAL NOTES 1. DIMENSIONS ARE:TO GF:IDLINE, FACE OF STUD, AND CENTERLINE OF DOORS AND WINDOWS, UNO. I I L. 1M. M.8IP P.I P.3 #-._ P.9 2. SEE A300 FOR ORNHAD RETE SCHEDULE AND EXTERIOR _ EV4.10NS 3. MECHANICAL, ELECTRICAL,-ANO PLUMBING 147'-4"' SUBCONTRACTORS TO COMPLY W/FIRE BLOCKING 1 1 1 1 1 1 1 1 AND FIRE STOPPING REQUIREMENTS AT ALL t t t t t t t t 19'-9 -9 1/2n 17'-7 1/2" 17'-7 1/2" 17'-7 1/2" 20'-6" 16'-9" 17'-7 1/2" 19'-9 1/2" PENETRATIONS OF RATED WALL, AND FLOOR/CEILING ASSEMBLIES. j ' i $ ' ' AlA ! j ' ' ' 4. AREAS BEYOND LINE OF WORK MAY BE INCLUDED ' As ■ 1 TO PROVIDE A COMPLETE BUILDING. A _ , �.,,, Ad � 0. 2 0. 5. SEE A106 FOR EQUIPMENT PLAN. 7 .0„ Pr 1 30 1 1 1,t. r A 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 1 I i I I , I 7. VERIFY ALL EXISTING STRUCTURAL CONDITIONS el _ /4 A i I u�, , 1 1L___________] 1_41,1 01 t / i f t 111111111111111111111111---- IL—�_� n�� Ct a rL�1_�I1 ., _ _ BEFORE INSTALLATION. F s .7- [ i� 11 lir .--4.I --i a— _:--- �i—__�---r------- t -- r 0 r0 © •40 8 L J © J L J L-- ----J ■ i~ YP 0 7 11 0 12 1 . = Al t}7 I I I I 0 SHOP r KEYNOTES 1/,� A. ' � OFFICE 0 � 1 101 t t l 11 0 EMBEDDED 8'x 15' x11/2 STEEL PLATE. COORDINATE W/ 4 r tmeh CG B 100 c A I j STRUCTURAL • O' ABOVE , A � • `.r' 101 ' ` I I oi I 00 RELOCATED FIRE ALARM. COORDINATE W/ ELECTRICAL - . �/ (E) NEWt) 1 ♦ E—, NEW (E) _ (E) NEW _NEW (E) - 0 I M O3 ELECTRICAL PANELS AND TRANSFORMER ABOVE. aw oo a Q ® f 01 * COORDINATE W/ ELECTRICAL 13 . ,� O 5 10 ii © • -6" 1 • 0s 0 2'-10" co 291-7" co 2'-10" 611 '_6"' 2-0 I 4 BRIDGE CRANE STEEL STRUCTURE, COLUMNS, �f VJ / / / O RUNWAY, BRIDGE, TRA BRACING NDI - 1 ® �, 0 til, 1,-10" (ID DELEGATED DESIGN Y CONTRACTOR HO ST 00 / DO -� illllliilillliiiliililliiiii iii ii iiliilll ilililllllillllll —, - IIIIIIIIIIII m 1111 0460 e N `+ w r -�' _ 111 I . O5 RE-INSTALL FIRE EXTINGUISHER. CHECK FUNCTION AND �' -�---- 1 `_� COMPLIANCE PRIOR TO INSTALL 00___ © © � O II °- ' , `'� -_ a • — i-;;---iF - i I�r - f 1co 3 3 0 -- - Q ' ---T, _ I to cn 7,C2)---1 - h r t� t 01 I — 102 4 ��—��t—� T---- a --- �" - ! _ 6 INFILL WALL. ALIGN FACE OF FINISHED WALLS 101 • 101 - I$ '' , 0 0 Mk �� 3 102 HALLWAY 102♦ allk la T O NEW SLAB ON GRADE. MATCH EXISTING SLAB HEIGHT sp 1404 A 0. ' 102 I 104 I 01 t 0 A 0. i ti AT TRANSITIONS. COORDINATE LOCATIONS W/ I I t I t . �ar�'�►�I■.w►.r (8)—- 0 - - - - - - - - 0 - - �+ - - - 0 - - �,�'�,,, ,,,��.� _ _ ��I _ _ _ _ _ - _ _ _ _— STRUCTURAL a�, 1' r / f / i !`I �10" Or �lo, •ESTROO „ I ` I 0 TRENCH DRAIN. ALIGN W/ EACH OTHER COORDINATE W/ z' la 01010 ' 103 �y BRIDGE CRANE,STRUCTURAL, PLUMBING, AND LO 0 ( _ ELECTRICAL I I I I ' I' gr— I I I I O Q li 1a J' �! TOOL ROOM Q 1bto 0 FLUSH MOUNTED METAL PLATE AT TRENCH DRAIN. SEE 0 1 1 01 30 , , I / 'I �'1 104 , ' 107 30� DTL 10&11/A404. COORDINATE W/ STRUCTURAL r ,�� , P 10 EYEWASH STATION. COORDINATE W/ PLUMBING - _ .SII - I - - - - - - - - - - - - I - - - 0 • 0 COMPRESSOR - - 1- - - - I - - - - _ _ O E 9 -, I I I I -I w-' : IT«�' � ' ROOM 1 1 I 1 r ' ,= Oi� � 1-06 ' ' ,�I� 11 SINK. COORDINATE W/ PLUMBING o �� ./././ //,� r .�� /Ivy Q 6 _ — — i - _ _ _ I — - - - ' - - - _ I - - - 4dI4. rAi ,.■.■3.., ��, c+'� *'f ;O�, - - - I - - _ - I _ -_. N. \ 12 (E) FIRE SUPPRESSION WATER PIPES r �� k 13 ENTIRE LENGTH OF WALL TO RECEIVE PAINT I 1 1 1 1 I 1 m P41 ,� /, I (E) GAS r 14 4x8 WHITEBOARD CENTER ON WALL AT 32 AFF ' ' �` `�� STORAGE ' 15 ACOUSTIC WALL PANELS TO BE INSTALLED AT 8'-0" AFF Ets! 7 (E) GAS %� STORAGE 16 FLOOR OUTLET. COORDINATE W/ ELECTRICAL o o 17 PAINT EXITWAY PATH ON CONCRETE FLOOR o . . /a 18 WINDOW TREATMENT os E m Jv m © KEYPLAN LEGEND co j. 0 0 J o 4 N.T.S. - i n- 0 I, • DOOR MARK. SEE SHEET A500 FOR DOOR CS x X -E L ■L 100 SCHEDULE O `'�a 117 = PARTITION TYPE. SEE SHEET A401 FOR rr - - ASSEMBLIES le 0 FLOOR PLAN ---IL-Li >-� 1 /.// AREA OF NO WORK Q. a Tr; 1 0 WINDOW TYPE. SEE SHEET A500 FOR . I 1 Ti>/ WINDOW SCHEDULE 0 a. as CG CORNER GUARD. SEE DETAIL 8/A404 oDRN: NCS ORIG PROJ NAME: SHEET TITLE: SHEET: 5 OF: 48 DWG#: AL DATE: _ ARCHITECTURAL 4`� 1' DURHAMpO&M PLOT 1/12/16 �`'=� �` '''''`mow�� •— DSN: NCS DWG#: • mwa architects BUILDING DATE: .'/ I w THIS BAR IS ONE INCH G ,eanWaber Services FLOOR PLAN A105 o CHK: JVBR CAD FILE#: 1445.01-A105.DWG WHEN DRAWING IS FULL 70RwCo1G"STREET = n 1/19/2016 PERMIT SET SUITE 97209 PLC#: NA O, SCALE, Our commitment is clear. REMODEL ' 65039735151 t'- f 503 973 5060 �., APPD: JVBR SCALE: 1/8" 1 -0 CWS r- REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCHITECTS.COM PHASE 1B PROD#: 6687eiviOF fl� I i i GENERAL NOTES = - _ _ 1. EQUIPMENT AND FURNITURE PLAN FOR REFERENCE ONLY. ID 4 6 kj.8410 P.1 P.3 P.6 P.9 EQUIPMENT LEGENDI T S A MACHINING MILL i __ _= z : EXISTING I I I I r I I I I B LATHE = EXISTING C SLIP ROLL EXISTING D BUFFER WHEEL EXISTING ' I Af ( I ' I1f ,� © AIR COMPRESSOR GSCI NEW Ali © AIR RECEIVER TANK CSCI NEW /�A T�� /`, __ r, _A /!_ �a ��I 1G METAL CUTTING BANDSAW EXISTING if ireir ir r A arAr ir Atirr4 le H DRILLING PRESS EXISTING J HYDRAULIC PRESS OSOI NEW K SHEET METAL BRAKE PRESS EXISTING ti NIVIIIMBEW a, oR®rszM al., -Jo_t r- -I t---t- , 1� in Is -1 o,- $.___ _1_, �--__. � _ GI 1 - L SHEET METAL SHEAR OSOI NEW J 'i ____ _:_ _ u___z__ --,- 13 M SANDBLASTER PARTA OSOI NEW —_ _� L - 13 N SANDBLASTER PART B OSOI NEW 1 D li 11111EM B A Z 17 P PARTS WASHER 1 EXISTING 2 d- .._.4) 0 Q PARTS WASHER 2 OSOI NEW .. 01 1 L R MATIC 350 WELDER EXISTING IZID ��,� SHOP r S SYNCROWAVE WELDER EXISTING ,': `; 101 I , T PLASMA CUTTER EXISTING �t ' M U GRINDER EXISTING OFFICE V BELT SANDER EXISTING 100 � 16 16 W BEARING HEATER EXISTING ,� CI) 16 �+ Y LIMITED SPRAY AREA CSCI NEW da Z IRONWORKER OSOI NEW P jA 1 / Ø1 d !'+11 3 2 d I .. 1 0 (� C I .-- --) KEYNOTES .. ' IV i U . ' 13 0 OSOI WORK STATION 01 lir _,.� ® 111 I1 1111i1111iiII1, 0 OSOI WORK BENCH ©I' ' Eiji I ma P r -i , r---_-.'---_ ("•� o o ` -- ! IL _-__- --- �� 0 OSOI WORK BENCH W/ CSCI AIR SNORKEL Y 011 / �� 1 T S / 7.4 — 1 ,—.! , o __ -- L_ J L J / i II t , �' I�- ; d , L - _ �� U ,� �� v -- U , U 0 OSOI WELDING TABLE WITH CSCI WELDING HOOD OD filD 5 EMBEDDED 8'x15'x11/2" STEEL PLATE HALLWA Ila P 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 02 frAri �$ _ -•• 1��1 _ _ _ _ _ _ _ _ _ _ _ OSOI VERTICAL METAL SHEET RACK •wSII I•�111II14 ii ► �ail� 111100, RESTROOM�; Q� I ' 7 OSOI STORAGE CABINET �� 011 ' 103 '$ I I I .�..�� 1trA ww II , 0 SINK -. I COL ROO�•' 9 EYE WASH STATION A 1,4L '1 104Irr Ar Ar 1 ia, ,.. Pi. 10.___ 1 10 OSOI STORAGE SHELF ICIMIRE-.SORI I ' 11 OSCI LOCKERS '� ' P RI r c 4.„..( �/ 0, �1� r , r { 12 ELECTRICAL PANEL AND TRANSFORMER. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' - - - - - - - - -— COORDINATE WITH ELECTRICAL )4 13 FIRE SUPPRESSION WATER PIPES Tr I%� Q :at.A.,, � {E} GAS 14 EMBEDDED PUMP DISSASSEMBLY PLATE Tr ' fdIV '� STORAGE - (E} GAS 15 OSOI SMALL PARTS STORAGE 15 STORAGE 0 OSOI HORIZONTAL STEEL PIPE STORAGE m U 17 OSOI VERTICAL SHORT PIECE STORAGE ‘t• ,< 0 18 PAINT EXITWAY PATH ON CONCRETE FLOOR 0 m c LEGEND a JD i 0 er o /I% ,// AREA OF NO WORK a) co X x ca a • KEYPLAN 05 N.T.S. g L IL 1 a0EQUIPMENT PLAN -l-' SCALE: 1/8" = 1-0" / ]r Fir; r- — - T O Lo I Tr Tr ON I a 2 O DRN: NCS ORIG PROD NAME: SHEET TITLE: SHEET: 7 OF: 48 DWG#: �� N DATE - ARCHITECTURAL `' ' 7 0 DURHAM o M �, - J., Vilel A- DSN: NCS DWG#: PLOT "i co THIS BAR IS ONE INCH mwa architects EQUIPMENT& FURNITURE 1/11/16 - C1eanWater Services BUILDING DATE: A 1 O O el • 75 CHK JVBR CAD FILE#: 1445.01•A106.DWG WHEN DRAWING IS FULL '°NWC°°`H STREET N - PORTLAND.OR 97209 PLC#: NA SCALE. R503973'S151 •' ,'� 1/19/2016 PERMIT SET C?ur commitment is clear. REMODEL <K, Q7 r " = " F 503 973 5060 ■�1, APPD: SCALE: 1 -0 wy. MWAARCHITECTS.COM PHASE 1 B PRO#: OF V REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro H Hillsboro, Oregon 97123-9379 6687 G LEGEND SHEET GENERAL NOTES P.1 P.3 . 0 _ g _ is / 17 / 100 DOOR MARK. SEE SHEET A500 FOR DOOR 1. DIMENSIONS ARE_TO'GRIDLINE, FACE OF STUDS, AND <> 0 SCHEDULE CENTERLINE OF DOORS AND WINDOWS, UNO. 2. SEE A300 FOR DOOR, FINISH, AND RELITE SCHEDULE. ��,� _ _ 6 _ ❑ _ Q PARTITION TYPE. SEE A401 FOR 3. MECHANICAL, ELECTRICAL, AND PLUMBING @4H , 102 A i 1 I 1�� 4 _ �1 in ASSEMBLIES SUBCONTRACTORS TO COMPLY W/FIRE BLOCKING AND (16-2-0L _L `. L _L I L -L _1 L _L' 102•"I FIRE STOPPING REQUIREMENTS AT ALL PENETRATIONS 20 /// AREA OF NO WORK OF RATED WALL, AND FLOOR/CEILING ASSEMBLIES. . 4. SEE A404 FOR FLOOR TRANSITION DETAILS. HALLWAY ,CG- - - - -i 102 A lk CGS- 5. MOUNTING HEIGHTS OF ALL ACCESSORIES.AND 41 WINDOW TYPE. SEE SHEET A500 FOR I I I OD I 144 N` I WINDOW SCHEDULE 6. PROVIDE WALL BLOCKING FOR PLUMBING FIXTURES AND In U I 6 .. ACCESSORIES AS REQUIRED. 2_p RUB 1 CONC FLOOR TRANSITION _ /� �- �_ ■ T T _ — =� _ 7. AREAS BEYOND LINE OF WORK MAY BE INCLUDED TO U PROVIDE A COMPLETE BUILDING. 1 _ _ ❑ ,_-__ I CG CORNER GUARD. SEE DETAIL 8/A404 _ 8. SEE A106 FOR EQUIPMENT PLAN. I 1$ ® 1",- --- ,- m j - / H j= -Al ti ` I 9. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 1 1 \; Q AT RESTROOM-ADA CLEARANCE 10. VERIFY ALL EXISTING STRUCTURAL CONDITIONS BEFORE 5 �� 0 _ INSTALLATION. ' I X107 � _ _ _ it _ tO - NS ON I I ` J N _ I � 4 I � � I /WAN/ - ---71-1--- 4) 1=1/ I 14 L'I TOOL I KEYPLAN KEYNOTES r ROOM RESTROOM 104 �� 0- - - N.T.S. D WALL HUNG WATER CLOSET. COORDINATE CARRIAGE 103 I ( i! S= � - {� T} W/WALL TYPE. COORDINATE W/ PLUMBING - er V 4) .� ■ �� ------__-_ 1---r ---- . I I __iILI ■L O2 GRAB BAR. SEE DETAIL 12/A404 I H L • COMPRESSOR I (E) GAS STORAGE , [ 1 H ,' j 24"x48" MIRROR � ROOM � -1..,1-„.! _ i m _ J Al '10„� 106 G - -� - _ _ (E) GAS STORAGE --11 Li rhmiii,% 1.111 ® WALL HUNG LAVATORY. COORDINATE W/ PLUMBING I m F___ _ � I 0 SURFACE MOUNTED SOAP DISPENSER I I / 1 T RECESSED PAPER TOWEL DISPENSER/WASTE r //711 / I I RECEPTACLE _ _rep--�,_�— 1 07 MOP SINK. COORDINATE W/ PLUMBING immumedr?6 1 #11 ® TOILET PAPER DISPENSER 4,iir / 9 SEAT COVER DISPENSER 6 . 0 ENLARGED FLOOR PLAN 10 MOP/ BROOM HOLDER cm 3 SCALE: 1/4" = 1'-0" 11 COAT HOOK 0 Q 19 12 O FLOOR DRAIN. COORDINATE W/ PLUMBING r 10 13 LOCKERS TYP, OSCI 11 / 5 3 � � � 14 7 0 0 ``N 0 O URINAL. COORDINATE W! PLUMBING 48 1I a I ■ 1 0 CO 0 SANITARY DISPENSER 0'5a \\ 27 c 7' 27 by Q ® 16 FIBERGLASS REINFORCED PANEL AND TRIM TO COVER U \ N IS �„�,, / , WALL.BUTT LOWER EDGE TRIM BASE TO COVE BASE o - \ —� CAP TRIM. SEE DETAIL 7/A404 AND SPECS. o 0 17 INFILL WALL. ALIGN FACE OF FINISH WALLS rn 410 RESTROOM ELEVATION 0 RESTROOM ELEVATION A RESTROOM ELEVATION ® RESTROOM ELEVATIONEt2 18 Roots TO RECEIVE NEW PAINT AND SEALED 7 SCALE: 1/4" = 1'-0 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1-0" CONCRETE FLOORS. SEE FINISH SCHEDULE SHEET, 0 A500 cow 19 LIGHTING. COORDINATE W/ ELECTRICAL cos °' 20 NEW GYP BOARD TO BOTTOM OF EXPOSED WOOD Q ...------- E _ 23 ROOF DECKING. SEE DETAILS 6/A404 19 _ -� I i I I 25 25 - i 21 ROOF TO RECEIVE PATCHED DECKING WHERE L -•''� NEEDED. COORDINATE W/ MECHANICAL. SEE DETAIL o I \ 2/A402 U \ 22 EXISTING GLULAM BEAM <C tri \ — �r — -i — ter — it — �r - -1 \ / / \ 1 13 11 13 1 13 11 13 " .6- 1(11)3 \ / / 23 MECHANICAL EQUIPMENT. COORDINATE W! C:-) \ � 11 I � 11� l11 \ / _,/ 26 = // MECHANICAL \> I II I I1 I II \> ;/ _ 26 26 26 / E / II II / P T -r I- 71 K 24 PARTS BIN STORAGE (OSOI) 4- / II I II I II / \ I 1 I I I I I \ Q // I II 1 (i I II // \\ � 24 1 1 24 1 1 I \\ 25 TRANSFORMER. COORDINATE W/ ELECTRICAL AND 7). / I II I II I II / \ \ STRUCTURAL ,, \ ! -I I __l_. J \ c ` 26 ELECTRICAL PANELS. COORDINATE W/ ELECTRICAL HALLWAY ELEVATION0 SHOP ELEVATION SHOP ELEVATION 27 RESILIENT FLOOR FLASH COVE BASE AND COVE CAP 3 TRIM. SEE SPECS E SCALE: 1/4" = 1-0" SCALE: 1/4" = 1-0" SCALE: 1/4" = 1'-0" QDRN: NCS ORIG PROJ NAME: SHEET TITLE: SHEET: 8 OF: 48 DWG#: � ` �'? DATE: ARCHITECTURAL �5� DURHAM O&M PLOT 1/12/16 �' 11mow c�; r- DSN: NCS DWG#: • cc THIS BAR IS ONE INCH eanWater Seances BUILDING ENLARGED FLOOR PLAN & DATE: A107 i�, , r o CHK: JVBR CAD FILE#:1445.01-A107.DWG WHEN DRAWING IS FULL REMODEL INTERIOR ELEVATIONS PLC#: NA •,c ,�. Our commitment is clear. SCALE. 1/19/2016 PERMIT SET q ,� (C APPD: JVBR SCALE: 1/4" = 1-0" REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PHASE 1B pRwo�#: 6687 OF Opti c. c - c e • _ = • - • e _ - SHEET GENERAL NOTES 1. DIMENSIONS ARE TO CENTER LIVE OF DOORS AND WINDOWS, UNO.41) _ q 2. MECHANICAL, ELECTRICAL, AND PLUMBING I M.8 N.3 P. 1 P.3 P.6 P.Q SUBCONTRACTORS TO COMPLY W/ FIRE BLOCKING AND FIRE STOPPING REQUIRREMENTS AT ALL PENETRATIONS OF RATED'V/ALS;AND FLOOR/CEILING ASSEMBLIES. I I I I I I ' 1 1 3. LIGHT FIXTURES ARE TO BE EQUALLY DISTRIBUTED fAND CENTERED WITHIN SPACE AS SHOWN UNO. 4. SEE 9/A401 FOR SUSPENDED CEILING SYSTEM y/ I , i ' p I 1 I SUPPORT. / /.....Ar ,,,,,, 41 5. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. ler 6. VERIFY ALL EXLSITRUCTURALTING CONDITIONS 0 INSTALLATION. //r I I I 1 7. FOR ROOFTOP MECHANICAL UNITS, SEE DETAIL 4/A402 fii A - ��;�ir�t��a� �� '!9 '�� UIIIIII .___Ii, _ U, , ® o - L.. .. - mo _ ii- -— FOR CURB. - .�. iiir _ ____ ____ o I i1 I I 1) I I i1 I I « I f — R _-_ ————Th----- 4____41:-.._-_-71-___ _ 1 aI I i i0 i I I � I 7 2:0•Itn=a 0 0 I 1 Lill L- Q KEYNOTES 0 � i #m) WO WO T le ' T o 0 (E) EXTERIOR SOFFIT I I 0 I , iI (254 , L!J , , j ,. . , 02 ELECTRICAL TRANSFORMER PLATFORM. COORDINATE t WITH ELECTRICAL AND STRUCTURAL I I t7 I t1 ) I i I I i 1 ®-I MI I I 3 BRIDGE CRANE STEEL STRUCTURE COLUMNS, ,. OFFICE SHOP 0 90 • II09 100 I (" i_.__ —I — -----� , I, 101 J I , r RUNWAY, BRIDGE, LATERAL BRACING, HOIST :I 11i iff - .i DELEGATED DESIGN BY CONTRACTOR A Ao i. / mi I I , , I I , 4 E EXEXR LG REMAIN 0 0 I (411k1 5 ROOFTOP UNITISTING . COORDINATE TERIOLIGHTING W/ MECHANICALTO I I I I I I I I 1 ......." AI 0II (E) SKYLIGHTS 0 #11) ILI I, Al ' , n , u I _ 111_ I `LI� I in0 __1 I r 1 I r- + �� o l 10 (E) ROOF BEAMS AND PURLINS; LOWEST POINT @14'-5" t3 I i t1 t L ! i i -.---- ' __ � � f � II , —Ir1 7.4 _ _ i I -— AFF Zl U I 1 ) ll I L U I L rrl—� I U.._ I L 1 I ti U 1� I I t} I 08 (E) ROOF HATCH TO REMAIN ABANDONED IN PLACE f UNTIL REMOVAL IN FUTURE PHASE • 1 f 0 �� ALL AY I I I - - _ rI _ I j� 0 10.1 r I I I 8 - _ _ _ _ - - _ _ f _ - _ _ 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _— 0 MECHANICAL EQUIPMENT. COORDINATE W/ 0 �...I. �� RESTROOM MECHANICAL l I O 1 I I I I i','..:... I I I l � �`�:�- 103 SP OP' '," °` ' I +8.-6p 10 CEILING AND ROOF TO RECEIVE PATCHED DECKING �' ' 4i%, TOOL ROOM• WHERE NEEDED. SEE DETAIL 2/A402. COORDINATE W/ : ::; ' := ; 10 4 MECHANICAL II rill, 0'.'s. ‘ N COMPRESSOR I �� (`° . '".,;`�.•... � � I ROOM I � �.. .. .,. . : `' �'`;>.:• 106 '� I I I I i �� I i I 1 , , LEGEND o I I I – – – I �� ...��....�I �..��P I i i . q 9.0 - - - - - - - - - - - - - - - - /,�— ,—*'��, -- - — `., - - - - - - - - - -- +o-o CEILING HEIGHT O i I ' > GYPSUM BOARD CEILING AT '-6" AFF UNO. 4 � 8 , 4-04 o (E) GAS SEE 12/A401 STORAGE OPEN TO STRUCTURE x 0 (E) GAS - p STORAGE U 0 • I I1 I LIGHTING. COORDINATE W/ ELECTRICAL 0 o x LIGHTING. COORDINATE W/ ELECTRICAL cn 0) c .T. F /// AREA OF NO WORK 1 I 15 as a X x KEYPLAN I N.T.S. ots o C ^� g _i L.- • -�1_ COREFLECTED CEILING PLAN __1_ SCALE: 1/8" = 1'-0" �i ) - - E; —11 - p LO d' - Z; i I O) DRN: NCS ORIG PROJ NAME: SHEET TITLE: SHEET: 9 OF: 48 DWG#: DATE: br 14 ARCHITECTURAL 4`'� �� DURHAM { &M c7 _ • J.,I +w n e-- DSN: NCS DWG mwa architects BUILDING PLOT 1/11/16 �', r cc, THIS BAR IS ONE INCH �ry c REFLECTED CEILING DATE: /� Q o WHEN DRAWING IS FULL C1eanWater Services 70 NW COUCH STREET Al O8 CHK JVBR CAD FILE#: 1445.01-A108.DWG N PORTLAND,OR 9709 REMODEL PLC#: NA . SUITE 401 SCALE. Our commitment is clear. �' 1/19/2016 PERMIT SET P 503 973 5151 C0 !" 1/8" = 1 " F 503 973 5060 �* n • t`- APPD: JVBR SCALE: 1 -fl 9 MWAARCHITECTs.COM PHASE 1 B PROJ#: F ��V REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 6687 SHEET GENERAL NOTES r - ` r ; 1. MECHANICAL, ELECTRICAL,-AND PLUMBING SUBCONTRACTORS TO COMPLY W/ FIRE BLOCKING AND FIRE STOPPING REQUIREMENTS AT ALL PENETRATIONS OF RATED WALL, AND - FLOOR/CEILING ASSEMBLIES. 2. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 3. VERIFY ALL EXISTING STRUCTURAL CONDITIONS BEFORE INSTALLATION. 7.4 7.4 7.4 K.7 Lr6 171 -Ti 0 A40 0 A40 0 0 CD ®: . KEYNOTES - _ _ _ _- _ __= _ ROOF, SOFFIT, AND STRUCTURE iri 1 <>._ _ _ ____ ____ _ _ _ __ ___ ______ __ _ ___ ____ ___ ___ _ ___ _ _ B.O. STRUCTURE — — -- - - _ ( COIL U DOOR HEAD ��\� 2 P r--:_,____H, 14'_5" \ __ ___ = - - _ - -- 3 COIL UP DOOR TRACK 3ri $ t 8 ® (E) PRECAST CONCRETE WALL PANEL FIN - 1 7 fi 40 = t A 40 q 404 l„_ BEYOND 40 _ 1� J — _ •.. SIM ,...,... L .,_,,. ej SIS _ (E) PARAPET AND WALL. CONTRACTOR TO VERIFY y . EXISTING CONDITION 0 ACOUSTIC WALL PANEL AT 8'-0"AFF IN OFFICE 2 ! T cp o ONLY 40 1�_\ - .�=-_ 1 0 LIGHTING. COORDINATE W/ ELECTRICAL 0 0$ TRENCH DRAIN WHERE OCCURS. COORDINATE WI 3 PLUMBING AND STRUCTURAL i2 i L... _9 BRIDGE CRANE STEEL STRUCTURE, COLUMNS, RUNWAY, BRIDGE, LATERAL BRACING, HOIST , ---/v---- _ q 404 = DELEGATED DESIGN BY CONTRACTOR SHOP 10 SHOP HALLWAY OFFICE OFFICE SHOP 10 VAPOR RETARDER UNDER ALL NEW SLAB, TYP. 101 • 101 E 100 100 101 403 igalk I cm vw4 I STIcl .O.C. I I 1 0 0 4-8 L ' 41 J ' , _ „._ O ,ii 0 Lai 4.4.4 , 'CrIN 4 = 9 O = 9 � X404 a' �° a � 1 ED** .40 I c�1U `{ ��, v E 1 10 10 ' v T.O. FINISH FLOOR I SLOPE< 71 _ ' a ° a .a. I I 47 a 4. IL O 010" a ICr I. ° _ _ e 4 ° ` I ' VIII *It, tir ♦r i. tit• • +4 :.444W X 1� '� • tie rr i �" ��i�i�i •�� r i+• a ' • !��n�C . �..... . .• ;� ._ C_1 .4 : 1��: ,� -• - •-•-ice . ... �: N 1 it tri 4 'p 1 CD .0 CO CO .0 a. WALL SECTION WALL SECTIONWALL SECTION WALL SECTION WALL SECTION o AT WALL IN-FILL AT WINDOW IN-FILL AT OVERHEAD COILING DOORS AT INTERIOR HALLWAY AT INTERIOR PARTITION g SCALE: 1/2" = 1'-0" SCALE: 1/2" = 11-0" 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 1/2" = .c0 SCALE. 0 U r Tr d- - T".. (6) L Q ORIG0 PROJ NAME: SHEET TITLE: SHEET: OF: 48 DWG#: jG�` Cad DRN: NCS DATE: 1♦ 1 �� 1O '� r f DURHAM O&M ARCHITECTURAL T— DSN: NQS DWG#: mWa architects BUILDING PLOT 1111!1$ ��►J t co THIS BAR IS ONE INCH aeanWater Services WALL SECTIONS DATE: �� j Zf TS WHEN DRAWING IS FULL SUTE4001DCNSTREET II.- O CHK: CAD FILE#:1445.01-A200.DWG NPORTLAND,DR 97209 PLC#: NA SCALE. 1/19/2016 PERMIT SET Our commitment is clear. P 503 973 5151 REMODEL C0 r, APPD: JVBR SCALE: 1/2" = 1'-0" F 503 973 5060 ("+�'►y 1 CWS 6687ifilf-� REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCNITECTS•COM PHASE 1 B PROD#. 'OF U�� _ • •• _ c - c musamm —ec'_c - 9 c C - . - _ SHEET GENERAL NOTES ._ 1. DIMENSIONS FRE r-0 Gi,IC I_INE, FACi OF STUD, AND CENTERLINE OF L,}UORS A '7 WINDOWS, UNO. a2. MECHANICAL, ELECTRICALSN ' D PLUMBING SUBCONTRACTORS TO G: .: '•:i.Y V'UFIRE BLOCKING AND FIRE STOPPING REOUIREMEiki S AT ALL PENETRATIONS OF RATED WALL, AND FLOOR/CEILING ASSEMBLIES. o 3. AREAS BEYOND LINE OF WORK MAY BE INCLUDED TO 6 Q PROVIDE A COMPLETE BUILDING. 403 ° 4. SEE A401 FOR WALL ASSEMBLIES. w 5. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. ocwn 6. VERIFY ALL EXISTING STRUCTURAL CONDITIONS 7 w BEFORE INSTALLATION. 40 - z t TYP „z = U Al a 4 — — _ KEYNOTES ° : — — 4 . 4• 4 4 10 1 OVERHEAD COILING DOOR 4• A40 a 4 4 © • 4 4 °• 4 A. 4 ° • Q l�J (E) MARBLECRETE TEXTURE AT SOFFIT AND WALL, TYP • 44 • 4 ° . 4 4 0 (E) PAINTED PRECAST CONCRETE WALL PANEL, TYP 0 2 0 EXTERIOR METAL WALL CLADDING EXTERIOR ELEVATION - EAST �1 C) STOREFRONT WINDOW SCALE: 1/4" = 1'-0" 6 CAST IN PLACE CONCRETE WALL W/WATER REPELLENT 0 (E)WALL PROTECTION — — Q (E) HOSE BIB o \ \ o _ 01 6 w _ A40 w _ co _ TYP _ LL _ 2 H \ / _ / / \ / { , — 4 4 _ . . 4 d \/ // \\ \ •\ - 10 ' 4• d4 . O 4 Z Q DO / 0 A40 4 4 3 // \ - TYP 4 . ° , 4 O O co P tt? ` O, . O l 1 Li EXTERIOR ELEVATION - EAST w SCALE: 1/4" = 1'-0" 15oD Q U .ct 0 0 u) 0 c 2 'tea 4 0 0 40 Q 40 o SIM SIM 03 _C a. M _ _ 1 0 E 8 8 .40 *40 o SIM SIM co U 0 . ,-- 0 EXTERIOR ELEVATION - WEST a: SCALE: 1/4" = V-0" DRN: ORIG PROJ NAME: SHEET TITLE: SHEET: 1 1 OF: 48 DWG#: O NS DATE: ARCHITECTURAL �` W E� DURHAM O&M C. - A J. ►w c� N- DSN: NS DWG#: PLOT Ai cO THIS BAR IS ONE INCH mwa architects EXTERIOR ELEVATIONS 1/11/16 f -/�1y m�r�Q DATE: � CleanWaber VtVi ♦iVVV 70 NW COUCH STREET BUILDING - A300 4- • N CHK: JVBR CAD FILE#:1445.01-A300.DWG WHEN DRAWING IS FULL SUITE 401 ..,- .,OR y SCALE. Our commitment is clear. PORTLAND,OR97209 REMODEL PLC#: NA 1/19/2016 PERMIT SET P 503 973 5151 I (Q fir„ APPD: SCALE: SHOWN n �y-f F 503 973 5060 `,W� ` AS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-937 9 MWAARCHITECTS.COM PHASE 1 B PROD#: 6687 OF OSL _: . .� V CONCRETE WATER EXTERIOR METAL WALL REPELLENT ON INC 314" PAINTED PLYWOOD :T,, 5/8" GYPSUM ` EXPOSED EXTERIOR ...— 7/8" METAL HAT UP TO 8'-0" AFF. 5/8" _ _ < i ..f 7." ROOFING AND L _ _ �r INSULATION / (E) STRUCTURE AND \ MECHANICAL UNIT. E) L M DECKING COORDINATE WI BEYOND CONTINUOUS _ _ _ ,J_ r : _ ` = MECHANICAL FUTURE PHASE ; BLOCKING i SEALANT SURROUNDING CONT. BENT PLATE /� METAL FLASHING WRAP WRB UP SOFFIT OPENING. FASTEN TO TRACK. :��+ =_ - 18" PREMANUFACTURED AND SEAL _ (E) ROOF ASSEMBLY COORDINATE W/ �1 -` '"� - MECHANICAL CURB STRUCTURAL ►+►4 E (E) SOFFIT WITH PLYWOOD TO MATCH '_ _ J MOLDING + REPAIR (E) ROOFING MARBLECRETE EXISTING CONDITIONS. *i� MEMBRANE. EXTEND - I ' - FASTEN PLYWOOD TO ,�,,. MEMBRANE TO TOP BLOCKINGOF 2x6 TOP PLATE CURB ice.-- I 2x DECKING TO MATCH • (E) ROOF ASSEMBLY EXISTING CONDITIONS - (E) GLU LAM + J-MOLDING REGLET L--------" f E _ .: - 5/8" GYPSUM STRUCTURAL BEAM -'. FLASHING AT TOP OF � - ®_ � WALLBOARD BELOW CURB. 1 METAL WALL PANEL _ 4.� - COORDINATE WI .� y ___----_-__ ----._ _ ----___-- STRUCTURAL ATTACH MEMBRANE R-21 BATT INSULATION, L.. 2O PER MANUFACURERS _.------ -__- i FRICTION FIT IN STUD _.-----------____-- -_____-- - - ---.-_--_-_ INSTRUCTIONS SPACE „ -, 1 \ 1 / -ii C 1 7/8" HAT CHANNEL AT 24" OC 1 EXTERIOR METAL WALL CLADDING AT HEAD 2 PATCH AT MECHICAL OPENING 3 TOP OF WALL AT DECK 4 CURB AT MECHANICAL UNIT A402 SCALE: 3" = 1'-0" A402 SCALE: 3" = 1'-0" A402 SCALE: 3" = 1'-0" A402 SCALE: 3" = 1'-0" "i J-MOLDING REGLET AT STRUCTURAL TUBE NATE: PROVIDE DRAWBAND 'r jobb..., • TRANSITION O Q ---1-----------(2> COLUMN. OLOCCRS. WHERE PREFABRICATED PIPE INSTALL SEALANT -- WRB, LAP OVER SAM CONTINUOUS BOOT COMPATIBLE BETWEEN PIPE AND1 41111 \I ACOUSTICAL SEALANT - - ! f f COORDINATE WITH WITH EXISTING PREFABRICATED CONTINUOUS } STRUCTURAL �`ROOFING SYSTEM. MEMBRANE FLASHING BACKER ROD AND . Allik© - _ - SAM INSTALL PER I PREFABRICATED SEALANT SAM - - - ,�*�+� to METAL CORNER TRIM MANUFACTUERERS MEMBRANE FLASHING SAM I rr�, WEATHER TIGHT PENETRATION IN /� WRB v I ; ~r� METAL FLASHING SILL, b ��`0 SEAL EXISTING ROOFING �`� EXTEND TO PRECAST %rI ASSEMBLY I - 110 O ,` FIN EACH SIDE _ _ — — — �- �r r�rrJ h / SEALANT AT _ ' 8 '` - - - �`- METAL C-FLASHING FLASHING BASE r� SIM, METAL PANEL 1 1 .......... ..-!= . .... . 0 --- I Sloe I vvx./ \____- , FOR CLOSURE ( jii `� ---��. ; ‘� . , .... � AND CONCRETE N °� „ // ,, ` {E) ROOF ASSEMBLY 'i WALL ALIGN ,a 1 / \� /` r METAL FLASHING SILL d cv r `� BELOW, SILL TO at / , � ,' EXTEND TO PRECAST ri rr ,i r �``~-_-= FIN ON EACH SIDE p. = p Q c' HSS BEAM. 1d >n i. -'' COORDINATE WITH (E) PRE-CASTit 15 � ` l STRUCTURAL -• EXHAUST VENT.CONCRETE PANEL COORDINATE W/ I < E12 12 �� PLUMBING 1 / 1 .��' a4.0 05 EXTERIOR METAL PANEL SILL AT CONC. METAL PANEL TO (E) PRECAST 7 EXHAUST VENT AT ROOF DECK 8 EXTERIOR METAL PANEL SILL AT CONC. ENLARGED Q A402 SCALE: 3" = 1'-0" v A402 SCALE: 3" = 1'-0" A402 SCALE: 3" = 1'-0" A402 SCALE: 6" = 1'-0" it 0 1/2" y� WRB STRUCTURAL TUBE .I L•6 (E) HSS 4x4 COLUMN cm c ! 2x4 P.T. SILL PLATE. COLUMN. COORDINATE "� O3 O WITH STRUCTURAL ® WRB E a d COORDINATE WITH -_. n STRUCTURAL f ( WRB FOR EXTERIOR7 CONTINUOUS ' j ' , , CONDITIONS ONLY / SEALANT AND BACKER o I 3/4" PAINTED PLYWOOD � /T N /f // / ROD 1 Q . CONT. SEALANT - - - - - - - SAND BLAST AND - SAM CORNER ONTO 'l \ ` _ _ CONT, 16 GA.BENT / CLEAN (E) PRECAST - - — - "� — ; (E) CONC WALL AND 06 4 BRAKE METAL ANGLE. r ; , PANEL TO PREPARE PLYWOOD SHEATHING O ALIGN WITH FACE OF 2x 1 r r I FOR NEW CONCRETE E _ r ✓ _A4 FASTEN METAL STUDS. FASTENED W/ 4nAmm�i i POWER ACTUATED NAIL - - FLASHING INTO (E) IAA PRECAST CONCRETE o p AT 2'-0" OC CAST IN PLACE - - 4)\ - PANEL cn I 6" CONCRETE SLAB ON CONCRETE WALL. U GRADE. COORDINATE COORDINATE W/ r��IIME �i _ WITH STRUCTURAL STRUCTURAL ,,. ��- WRB TO LAP OVER 4 s' © PROVIDE MIN.1/2" GAP 1 _ - �,. SAM Nt EXPANSION JOINT Q F ,. _ _ _ _ _ _ 's = t.,.,. BETWEEN {E) COLUMN I c c�i , FILLER •1 �' ;`` AND STUD WALL ii © 1 (E) FOOTING BELOW is o 4 =_ (E) PRE-CAST n �� 1 C E — = Q CONCRETE PANEL * iramm- �� C � '{ � ? - VAPOR BARRIER a �� UNDER NEW SLAB A402 9 EXTERIOR CONC. WALL AT SILL 10 CONC. WALL TO (E) PRECAST 11 (E) COLUMN IN WALL 12 METAL PANEL TO (E) PRECAST- ENLARGED E SCALE: 3" = 1'-0" A402 SCALE: 3" = 1'-0" A402 SCALE: 3" = 1'-0" A402 SCALE: 6" = 1'-0" M DRN: NGS ORIG PROJ NAME: SHEET TITLE: SHEET: 130F: 48 DWG#: �5 �'" ch DATE; ,l+ -0 , DURHAM O&M ARCHITECTURAL cy' J.1id w�'(� DSN: NCS DWG it mwa architects PLOT 1/12/16 '� ,� co THIS BAR IS ONE INCH ^-�v� �r BUILDING DETAILS DATE: r� O, 1 o CHK: JVBR CAD FILE 1445.01-A402.DWG WHEN DRAWING IS FULL {..aleanWater Services 76 SUITENW STREET; A402 SUITE 461 N Our commitment is clear. R6 TLANO.SR97209 REMODEL PLC NA , . c\I SCALE. 1/19/2016 PERMIT SET ,9 cO f _ -. APPD; JVBR SCALE: 3" C 11-O" F S03 973 5060 r REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 -MWAARCHITECTS COM PHASE 1 B PROD#: 6687 OF OW "' " I :. ALIGN FINISH W/ 7.4 FUR WALL TO CONTINUE ?•4 2x6 FURRED WALL AT I i I ; 3 ` ` ` ' •' SEC PLANS FOR WALL °_'` ( ' TO UNDERSIDE OF DECK 16" OC 1 < ! TYPE , ADJACENT WALL - -- ,,,, 0 :f --------__-.- _ (E) STRUCTURE AND _ __ -_-� (E) GLULAM BEYONDI e, i ! ' ;�• `�- LA1 EX JOINT SEALANT, ::` SHIM AS NEEDED '.. SOFFIT ''� _. i 1 1 1 - BOTH SIDES 2x BLOCKING i i' - - SAM, WRAP TUBE _ a BETWEEN STUDS i =f• =t r E „h J,` Ji BACKER ROD AND ( AND HEAD -_ 1111110 - INSULATED HOLLOW .--�- SEALANT, BOTH SIDES TYPril I '------'� T -./�'�r -.____ --_---_-- STRUCTURAL TUBE �- --_--_---__ OVERHEAD COILING = METAL FRAME PER •� r.. - ' - -dd.*. =1 BEAM, COORDINATE r-, y_ DOOR PER SCHEDULE. 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INSULATED HOLLOW OFFICE s SIM TO WINDOW COORDINATE W! — (E) PRECAST FIN STRUCTURAL METAL MULLION PER WINDOW SILL �'•--- BEYOND I' SCHEDULE, BRACED WINDOW PER (E) PRECAST FIN 1 AS REQUIRED ir r '` SCHEDULE BEYOND --___ ACOUSTICALLY INSULATED DOOR PER ` • WINDOW TREATMENT SPEC PER FLOOR PLAN I 1 INTERIOR STOREFRONT WINDOW HEAD /SILL 2 EXTEIOR STOREFRONT WINDOW HEAD COIL UP DOOR EAD INTERIORHMRELIT 3 4 E HEAD A403 SCALE: 3" = 1'-0" A403 SCALE: 3" = 1'-0" A403 SCALE: 1 1/2" = 1'-0" A403 SCALE: 3" = 11-0" OFFICE 0 BACKER ROD AND 3 OVERHEAD COILING GLAZING PER SCHEDULE AT SIM, NO RELITE � . :r. ,� , _.__.y :, :; SEALANT, TYP. COLOR = DOOR PER AND MULLIN . ;',.: . .`' SIM TO WINDOW (1-12 1-12 9 SCHEDULE, OFFICE GLAZING STOP - ‘\ t ATTACH -� WINDOW PER .. .._._._..._._._ _.._,.__. STRUCTURAL TUBE PER MFR REQRMTS INSULATED HOLLOW ! SCHEDULE. LOCATE COLUMN. COORDINATE ' , .. / " , - JAMB PER METAL FRAME PER SEE PLANS FOR WALL AT EXISTING DOOR T T ""'' WITH STRUCTURAL MANUFACTURER SPEC, BRACED AS TYPE --- ( LOCATION ersri�. � SHIM AS NEEDED STRUCTURAL TUBE REQUIRED .� / � �,,.i �"�- WINDOW PER7 ; BEAM. COORDINATE _ / SCHEDULE WITH STRUCTURAL ",' " _ 1_ ,,,,__ $.,„ ! •. / 1/8 CONTINUOUS,...• t �ri ••L _ ___ - -_._ BENT STEEL. WELD ! {i<`r t: f( i --' 1104 TO STRUCTURAL TUBE AND , • . SAM TO OVERLAP WRB PROTECTION PLATE °' :;' "a�.�. L CORNERTRIM SEALANT , . , , `t�' ,, ,., ..,.„ ., • -�. .'` BACKER ROD AND META r . , r .. . r� SEALANT, BOTH SIDESv. ♦ 2” ♦ METAL FLASHING -- 7" X 1/8" STEEL JAMB -�--- .. . I �� ' i:, TYP SILL BELOW, SILL PROTECTION PLATE. LATEX JOINT SEALANT, TO EXTEND TO COORDINATE W/ EA SIDE to • NEW GYP BOARD JAMB PRECAST FIN ON STRUCTURAL EA. INSULATED HOLLOW .• ,-� CORNER GUARD EA EACH SIDE SIDE SHOP METAL FRAME PER SPEC SIDE BACKER ROD AND DOOR SILENCER SEALANT SEALANT - - -.1 � ACOUSTICALLY o HALLWAY (E) PRECAST FIN (E) PRECAST FIN INSULATED DOOR PER a 5 INTERIOR STOREFRONT WINDOW JAMB 6 EXTERIOR STOREFRONT WINDOW JAMB C.) COIL UP DOOR JAMB 8 INTERIORM RELITE/DOOR JAMBSPEC - oA403 SCALE: 3" = 1'-0" A403 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" A403 SCALE: 3" = 1'-0" D In 7.4 SEE PLANS FOR WALL 0) /� -- WINDOW PER v SCHEDULE TYPE 1' _ (E) PRECAST FIN LATEX JOINT SEALANT, BEYOND BOTH SIDES v I BACKER ROD AND Yn m HOLLOW METAL FRAME SEALANT, TYP. COLOR PER SCHEDULE C- SIM TO WINDOW 2 0 SHIM AS NEEDED SHIM AS REQUIRED I�.` I METAL FLASHING .�:. _; L _,,,/ WITH HEMMED EDGE : ;, DOOR SILENCER o AND EDGE DAM, SILL -.-- � k T.O.C. rte.--i�( ___§.11T.9....._ dio_ TO EXTEND TO I riit 4'-8" AFF; ' —' 'A _ I PRECAST FIN ON N , EACH SIDE to I �i / ` STRUCTURAL TUBE 'L DOOR AND FINISH PER Ly,A�' BEAM. COORDINATE SCHEDULE N I Q WITH STRUCTURAL o CONTINUOUS BLOCKING -t N ` I o SAM TO OVERLAP WRB CL r n WRB mI. o 1\- 7 ' -----__ ) i ,N :— <> as COUSED 10 EXTERIOR STORE RONT WINDOW SILL 11 NOT USED 12 INTERIOR HM DOER HEAD E A403 NTS A403 SCALE: 3" = V-0" A403 NTS A403 SCALE: 3" = 11-0" )All% C) DRN: NCS BRIG PROJ NAME: SHEET TITLE: SHEET: 14OF: 48 DWG#: O b. DATE. - -I ARCHITECTURAL � 0 DURHAM O&M c - - J.,,oAw vej DSN: NCS DWG#: mwa architects PLOT 1/12/16 1.1 - cO THIS BAR IS ONE INCH r BUILDING DETAILS DATE- /, • N CHK: JVBR CAD FILE 1445.01-A403.DWG WHEN DRAWING IS FULL leanWater .7eI"Vlces 7WTE401CNSTREET A403 su�Te am + .�• � CA SCALE. Our commitment is clear. PORTLAN0.0R97209 REMODEL PLC#: NA �' CNI 1/19/2016 PERMIT SET • P 503 473 5151 ,� �O !--.. " = t 1t F 503 473 5060 APPD. JVBR SCALE: 3 1 -0 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 ----MWAARCHITECTS COM PHASE 1 B PROJ#: 6687 {)F c c C . c _ - 18" "Z C it'ZI "-"j217 Pr I I LAV ! , �_ r �� F— 11 2 \ ' i , ) b t., i c.t c c J _ N O j --= Zo II I N 11%;----- ."'�1 11 L J a m TAPE, MUD AND BLEND DOOR _ _ \\\\\\\\\\\\\\\\ \\\\\\\\\\\\� \\\\\\\\\\\� JOINT. JA 7""_g"" MOP/ BROOM TOWEL DISP./ MIRROR ; ; ; "� `" I BEYOND HOLDER WASTE RECEPT. PROVIDE LEVEL OF DISP. LOCATION ' ; WALL FINISH TO MATCH I RESILIENT FLOORING 60" 30" 0 �� EXISTING AND NEW --I • T . i 2`-2" CL i ' ' aooP.„. :,' I Ci" O- I y `� w U U Q a O _� ` _,.,..- IN-FILL AREAS PER (E) CONCRETE ii 3'-5" -hN, = 0 4 FINISH SCHEDULE AND �_.._ - 1 / 54" 3r_0rr Q o N �r �' filltfr- , SPECIFICATIONS "� /yam .._ ._ _.. J ' 4411411111111111W 2"' 42"' r \\\\\\\\\` Wim- \\\\\\\\\\\\ • \\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\� r v d l 2`0 12 COAT HOOK SANITARY DISP. FIRE EXTINGUISHER SOAP 5.- a a RUBBER REDUCER ix) 11 DISP. , STRIP ,, W ; ` ZO _ CO \\\\\\\\\\\\\L ° ,/` (E) CONCRETE M ipn o4a SUBSTRATE _ MM f w/ !" = 0 NW IM M ■ O Q a ,\ \ \_ L\\\\\\\\\\\\ SIDE WALL 4' REAR WALL URINAL co rcn DRINKING M SEAT COVER GRAB BARS GRAB BARS FOUNTAIN DISP. 1 ACCESSIBLE TOILET CONFIGURATIONS 2 ACCESSIBLE MOUNTING HEIGHTS 3 INTERIOR PARTITION IN-FILL 4 FLOOR TRANSITION - RESILIENT/ CONCRETE A404 NTS A404 NTS A404 SCALE: 1 1/2"=1'-0" A404 NTS AT SIM, FASTEN DEFLECTION CLIP ON (E) ROOF ASSEMBLY ONE SIDE OF BEAM SEALANT EACH SIDE t MOLDING TRIM J-MOLDING REGLET (E)MM. . \ 2X6 T&G DECKINGIL AT TOP OF GYPSUM FRP PROTECTIVE WALL .. 111111111.1 ABOVE - Alio A WALL BOARD. u._ ..' '� COVERING. INSTALL IIIIMIIII EXISTING GLU-LAM BEAM ATTACH T4 Z STRIP PER MANUFACTURERS SEE FLOOR PLANS FOR BENT PLATE TRACK. RECOMMENDATIONS WALL TYPES AND DEFLECTION CLIPS EACH :', COORDINATE WITH SIDE, FASTEN TOIlhSTRUCTURAL CORNER GUARD LOCATIONS GLULAM BEAM 7/8" Z FURRING STRIP o ACOUSTIC SEALANT -,: ; AT TOP OF WALLiiii"IIIIIIIIIIII4"-0" SURFACE MOUNT f.., I I l EACH SIDE °r,' • =� ACOUSTIC BATT CORNER GUARD, `� I� c ' MOUNTED ABOVE BASE. - ' ' INSULATION FRICTION \---.:,.c7 ..,;: '` ` J MOLDING REGLET AT "° FIT IN STUD SPACE ' FASTEN WI TOP OF GYPSUM WALL "} rr MOLDING TRIM CONSTRUCTION O : 7 a-{ BOARD > 5/8 GYPSUM WALL I 1!2' ADHESIVE. SEE q r IIIW ,: BOARD ::,..; '...� SPECIFICATIONS FOR•' BASE PER FINISH ADDITIONAL :,-.=- FASTENERS THRU 2x6 STUDS AT 16" OC u- ' ' V '` SLOTTED DEFLECTION S ¢ SCHEDULE INFORMATION • ~` , CLIP 7/8 HAT CHANNEL AT ACOUSTIC WALL PANEL -., 24" OC r r" r ABOVE 81-0" WJ lx !--._` ., v. .. .. /� / .. ... FURRING '` (E) WALL tr V c o 5 INTERIOR PARTITION AT DEFLECTION HEAD 6 WALL INFILL ABOVE CMU WALL 7 FIBER REINFORCED PANEL 8 CORNER GUARD o A404 SCALE: 3" = 1'-0" A404 3"=l'-0" A404 SCALE: 3"=1-0" A404 SCALE: 3"=1'-0" in NI- ACOUSTIC WALL PANEL 24" SQ. METAL PLATE 24" SQ. METAL PLATE. cWY& ABOVE 8'-0" W/ lx MAKE FLUSH WITH COORDINATE W. r : FURRING AT 24" OC CONCRETE SLAB ON STRUCTURAL o ' ' • 3/4" PAINTED PLYWOOD GRADE THREADED HOLES o �"' METAL GRATING BORED INTO METAL /� U -•� OVER TRENCH DRAIN PLATE, PER OWNER t .f V ::: o \ (2) LAYER 5/8" AND FLUSH WITH [- DIRECTION i ' SEE FLOOR PLANS FOR ill STAGGERED GYPSUM CONCRETE SLAB ON I • ; WALL TYPE 5:,1 �rn WALLBOARD EA SIDE. - j'— GRADE ;-, 3 SEAL JOINTS SLOPED CONCRETE 0 `�:' .I 2 X 8 BLOCKING AT FOR TRENCH DRAIN 0 EACH GRAB BAR a ';:'..:•.'1 Oil # J-MOLDING REGLET AT COORDINATE WITH0 .,i CONNECTION ± CONCRETE FLOOR ' �? MECHANICAL AND = J-'= BAR, i'' 1 BASE STRUCTURAL (n?, I 0 . 10 J GRAB SEE �? 1/4" PER FOOT 4.0, _ _ 0 -\\.\\_ - SPECIFICATIONS CONTINUOUS �' ° ° a f u.. • r---\ a : METAL GRATING Q p ._ .a ACOUSTIC SEALANT ° ° L `` :! _ E EA SIDE 4 OVER TRENCH DRAIN :: M ON EACH SIDE OF h v .� � METAL PLATE :, io ' ra EDGE OF TRENCH A I 0DRAIN BELOW EXISTING CONCRETE V a z SLAB Lt) d- - ,cr 0 9 INTERIOR PARTITION WALL AT SILL 10 FLUSH METAL EMABED PLATE SECTION 11 FLUSH METAL EMBED PLATE PLAN 12 GRAB BAR N Cl. A404 SCALE: 3" = 1'-0" A404 SCALE: 3"=l'-0" A404 SCALE: 3"=l'-0" A404 SCALE: 3"=l'-0" d ORIG PROJ NAME: SHEET TITLE: SHEET: 15 OF: 48 DWG#: � DRN: NCS DATE: � 4 0 ARCHITECTURAL ;1,47. ��'DURHAM O&M �. +�+DSN: NCS DWG#: mwa architects PLOT 1/11/16a'aca THIS BAR IS ONE INCH � ! BUILDING DETAILS °ATE: �^ ��o WHEN DRAWING iS FULL ��./1CaI1W Sel'ViCeS 70 NW COUCH STREET; 4oaSUITE 401REMODELN cHK: cADFILE#: .1445.01-A404.DWG Qur commitmen# is clear. PURTIANU.UR97209 PLC#: NA � O SCALE. P5039735151 1 r 1/19/2016 PERMIT SET _.c0 t—' 3" = r /r j F 503 973 5060 ,/ APPD: JVBR SCALE: 1 _0 - _ MN+AARCHITECTS.COMI PHASE BCWS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PROD#: 6687 OF 4 - DOOR SCHEDULE _ - . F 6 - SHEET NOTES - DOOR FRAME • . = .. _ ____ • s E L • HARDWARE 1. PROVIDE TEMPER_} GLAZING AT ALL WINDOWS WITHIN SIZE DETAILS 18" OF FINISH FLOOR OR WITHIN A 24"ARC OF EITHER NO. WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH CONST MATERIAL FINISH HEAD JAMB THRESH REMARKS SET SIDE EDGE OF A`CL.QSED DOOR. ; { 100A 3'-0" 7'-0" 1 3/4" C ALUM/TEMP GL MFR INSUL ALUM MFR NA NA 4/404 OFFICE 4 101A 3'-0" 7"-0" 1 3/4" A HM/TEMP GL PAINT INSUL HM PAINT 4/403 8/403 NA SHOP/ COLOR PT-2. INSULATED FRAME 3 2. REFER TO MANUFACTURERS DETAILS AND 101B 12'-0" 14'-2" NA D STEEL MFR INSUL HM MFR 3/403 7/403 NA SHOP/ COLOR PT-2 PER MFR INSTALLATION REQUREMENTS. 101C 12'-0" 10'-O" NA D STEEL MFR INSUL HM MFR 3/403 7/403 NA SHOP/COLOR PT-2 PER MFR 4. DIMENSIONS NOTE ACTUAL SIZE OF DOOR AND WINDOW 101D 12'-0" 10'-0" NA D STEEL MFR INSUL HM MFR 3/403 7/403 NA SHOP/ COLOR PT-2 PER MFR OPENING, NOT ROUGH OPENING, 101E 3'-O" 7'-O" 1 3/4" A HM/TEMP GL PAINT INSUL EXISTING FRAME TO REMAIN AND BE PAINTED EGRESS TO EXTERIOR/COLOR PT-2 5 101F EXISTING DOOR LEAF TO REMAIN AND BE PAINTED PAINT EXISTING FRAME TO REMAIN AND BE PAINTED SHOP/ COLOR PT-2 1 5. ALL WINDOW SILL HEIG-ITS ARE MEASURED FROM TOP 102A EXISTING DOOR LEAF TO REMAIN AND BE PAINTED PAINT EXISTING FRAME TO REMAIN AND BE PAINTED SHOP! COLOR PT-2 1 OF CONCRETE (TOC) FLDOR UNLESS NOTED 102B EXISTING DOOR LEAF TO REMAIN AND BE PAINTED PAINT EXISTING FRAME TO REMAIN AND BE PAINTED EGRESS TO EXTERIOR!COLOR PT-2 1 OTHERWISE. 102C EXISTING DOOR LEAF TO REMAIN AND BE PAINTED PAINT EXISTING FRAME TO REMAIN AND BE PAINTED EGRESS TO EXTERIOR/ COLOR PT-2 1 6. ALL INTERIOR DOOR JAM3S TO BE LOCATED 4" FROM 103 3'-0" 7'-0" 1 3/4" B HM PAINT UNDERCUT HM PAINT 12/403 8SIM /403 NA RESTROOM/COLOR PT-2 2 ADJACENT STUD OF INTEPSECTING WALL UNO ON 104 EXISTING DOOR LEAF TO REMAIN AND BE PAINTED PAINT EXISTING FRAME TO REMAIN AND BE PAINTED TOOL ROOM!COLOR PT-2 1 PLANS. 106 EXISTING DOOR LEAF TO REMAIN AND BE PAINTED PAINT EXISTING FRAME TO REMAIN AND BE PAINTED COMPRESSOR ROOM/COLOR PT-2 1 7. UNDERCUT DOORS MAXIMUM OF 1" CLEAR FROM TOP OF THRESHOLD TO LOWEST DOOR ASSEMBLY COMPONENT. DOOR TYPES OD 8. PROVIDE STOPS ON OVERHEAD COILING DOORS DESIGNATED FOR 10'-0"AFF 6" 6" 5" ,e 5" -Th>1 /f.f / / / / / / / / / / / / / \ \ \ \ \ \ \ t° \ \ o \ c» \ \ \ ;.i \ \ \ \ ` 1 \ TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'D' M WINDOW/ RELITE SCHEDULE CP ROOM FINISH SCHEDULE NO. SIZE DETAILS ROOM NAME NO. FLOOR WALLS CEILING WIDTH HEIGHT MATERIAL HEAD JAMB SILL REMARKS MATERIAL BASE NORTH EAST SOUTH WEST MATERIAL REMARKS 1 12'-0" 6'-4" ALUM/ GL 2/A403 6!A403 10/A403 EXTERIOR STOREFRONT TO BE CLEAR ANODIZED OFFICE 100 SC-1 RB-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 N/A PT-1 ACOUSTIC WALL PANEL FROM 8'-0" AFF A 7'-4" 5'-4" INSULATED HM/TEMP GL 4/A403 8/A403 NA INTERIOR HM TO BE PT-2/ INSULATING GLASS UNITS - 08800 SHOP 101 SC-1 NA GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 N/A PT PLYWD SHTG FROM 0" TO 8'-0"AFF B 7-4" 10'-0" ALUM/TEMP GL 1/A403 5/A403 NA INTERIOR STOREFRONT TO BE CLEAR ANODIZED HALL 102 SC-1 RB-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 NA PT-1 (E) CONCRETE WALL RESTROOM 103 RUB-1 RB-2 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 FRP TO 4'-0" AFF ALL WALLS 3 TOOL ROOM 104 SC-1 RB-1 , GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 NA (E) GYPSUM TO BE PAINTED COMPRESSOR 106 SC-1 RB-1 GYP BD/PT-1 GYP BD/PT-1 GYP BD/ PT-1 GYP BD/ PT-1 N/A NEW AND (E) GYPSUM TO BE PAINTED 0 0 WINDOW TYPE 0 RELITE TYPES 0 FINISH LEGEND o cri RUB-1 HOMOGENOUS VINYL SHEET PT-1 PAINT (GENERAL WALL/ CEILING) RB-1 RESILIENT BASE MANUFACTURER: FORBO MANUFACTURER: MILLER MANUFACTURER: FLEXCO 2 4 12'-0",VIF(3 EQUAL) STYLE: EVOLVE GALAXY PRODUCT: ACRO PURE STYLE: TS WALLFLOWERS RUBBER (WF-071) \ \ COLOR: FLUORITE COLOR: SUGAR DUST 0011 COLOR: 071 BLACK/BROWN o SHEEN: EGGSHELL SIZE: 4" o SC-1 SEALED CONCRETE R v % % % / -4 / / 71-4" / PT-2 PAINT -ARCHITECT TO SELECT COLOR FROM RB-2 RESILIENT COVE BASE 3-4 4-0, 3-4N 1 4-0 Tr / f / MANUFACTURER'S STANDARD COLORS AND SEE RUB-1 o -�-: \ \ \ \ ....\- FINISHES I) tO o m bFRP SEE SPEC L , `7 / ;7, .in in / / / R / Q \ •\ca // o // \ o a \0.5 Cr \ 1 E \ \ \ \ -E \ L I \ , \ \ co p cA) (i) U HM - r O Tr - d' P ei 2 0) CI- DRN: NS ORIG PROJ NAME: SHEET TITLE: SHEET: 16 OF: 48 DWG#: CO DATE: ' `�► ��' cr? 0 DURHAM O&M ARCHITECTURAL �r DSN: NS DWG#: mora architects PLOT 1/19!16 "� m THIS BAR IS ONE [NCH � � � � BUILDING SCHEDULES DATE: �� 1 '� CleanWaer Services A500 • �- r 70 NW COUCH STREET o CHK: JVBR CAD FILE# 1445.01-A500.DWG WHEN DRAWING IS FULL S��TE<a, NPORTLAND,OR 97209 REMODEL PLc#: NA Our commitment is clear. am SCALE, 1/19/2016 PERMIT SETP 503 973 5151 (,, I: _ _ q q F 503 973 5060 6687cws /''� APPD: SCALE AS SHOWN REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCHITECTS.COM PHASE B PROJ#: 1, 0�• r — _ - i _ _ — , • s• a C 4 t _ GENERAL STRUCTURAL NOTES - DRAWING INDEX C. > ` � GENERAL NOTES: 7. DESIGN CRITERIA: - a- . —_ •- = — 1. ALL CONSTRUCTION AND DESIGN SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE AS A. CODE: 2012 INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF OREGON (2014 OSSC). S001 GENERAL NOTES AND DRAWING INDEX AMENDED BY THE STATE OF OREGON (2014 OSSC). B. LOADS AND DESIGN CRITERIA: THE FOLLOWING LIVE LOADS AND CRITERIA WERE USED IN ADDITION 2. THE STRUCTURAL DRAWINGS SHALL BE UTILIZED IN CONJUNCTION WITH OTHER DESIGN CONSULTANT'S TO THE DEAD LOAD OF THE STRUCTURE. S002 GENERAL STRUCTURAL NOTES CONTINUED DRAWINGS (ARCHITECTURAL, MECHANICAL, ETC.). IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LIVE LOADS: COORDINATE THE REQUIREMENTS OF THE DRAWINGS INTO THEIR SHOP DRAWINGS AND CONSTRUCTION. ROOF 25 PSF (PLUS ADDED SNOW DRIFT IF SHOWN ON PLANS) S003 SPECIAL INSPECTION PROGRAM 3. THE GENERAL STRUCTURAL NOTES ARE INTENDED FOR USE IN CONJUNCTION WITH THE PROJECT SIDEWALKS 250 PSF SPECIFICATIONS. IN THE EVENT OF A CONFLICT BETWEEN THE TWO, THE GENERAL STRUCTURAL NOTES S004 SPECIAL INSPECTION PROGRAM CONTINUED SHALL SUPERSEDE THE PROJECT SPECIFICATIONS. ANY DISCREPANCY SHALL BE BROUGHT TO THE SOIL CRITERIA: (PER THE 2014 OSSC) ATTENTION OF THE ARCHITECT AND ENGINEER. ALLOW. SOIL BEARING VALUES 1500 PSF (w/ 1/3 INCREASE FOR SHORT TERM LATERAL LOADS) S005 SPECIAL INSPECTION PROGRAM CONTINUED 4. CONSTRUCTION SEQUENCE AND METHODS: PASSIVE 200 PCF (DEPENDENT UPON SOIL LAYER) A. THE STRUCTURAL DRAWINGS ARE INTENDED FOR THE STRUCTURE TO ACT AS A WHOLE ONCE FRICTION COEFFICIENT 0.20 CONSTRUCTION IS COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE SAFETY S006 SPECIAL INSPECTION PROGRAM CONTINUED LATERAL CRITERIA: AND STABILITY (I.E. TEMPORARY BRACING IF REQUIRED) DURING CONSTRUCTION AS A RESULT OF - CONSTRUCTION METHODS AND SEQUENCES. WIND VULT =120 MPH (3 SECOND GUST), EXPOSURE B, IW =1.0 S201 FOUNDATION PLAN SEISMIC Ip =1.0 B. THE CONTRACTOR SHALL TAKE INTO ACCOUNT COLD WEATHER CONSTRUCTION AND THE EFFECTS RISK CATEGORY II OF THERMAL MOVEMENT DURING THE CONSTRUCTION SCHEDULE. SS= 0.96g S1=0.42g S202 ROOF PLAN Sds =0.72g Sd1=0.44g C. NON-CANTILEVERED OR RESTRAINED RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL THE WALL SEISMIC DESIGN CATEGORY D HAS BEEN TIED INTO THE LOWER AND UPPER SLAB SUPPORTS UNLESS ADEQUATE ENGINEERED SITE CLASS D S301 EXTERIOR ELEVATIONS BRACING HAS BEEN PROVIDED. CONCRETE AND REINFORCING STEEL: 5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. THE ARCHITECT AND/OR ENGINEER 1. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-11 AND THE 2012 INTERNATIONAL BUILDING CODE AS S501 CONCRETE SECTIONS AND DETAILS SHALL BE NOTIFIED OF ANY DISCREPANCY BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION AMENDED BY THE STATE OF OREGON. DOCUMENTS. 2. THE MINIMUM 28 DAY CONCRETE STRENGTHS SHALL BE AS FOLLOWS: S601 FRAMING DETAILS 6. SUBMITTALS: fc = 4000 PSI FOR ALL USES UNLESS NOTED OTHERWISE A. SHOP DRAWINGS FOR ALL STRUCTURAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO 3. CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, SHALL BE SUBMITTED BY THE CONTRACTOR AN FABRICATION AND CONSTRUCTION. SUCH ITEMS INCLUDE: ADEQUATE AMOUNT OF TIME PRIOR TO CONCRETE POURS. ALL HORIZONTALLY EXPOSED SURFACES SHALL HAVE MIX DESIGNS SUBMITTED WITH AN AIR ENTRAINMENT ADMIXTURE INCLUDED. CONCRETE MIX DESIGNS, CONCRETE REINFORCEMENT (INCLUDING MILL TEST REPORTS), 4. SPECIFIED CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39. EMBEDDED STEEL ITEMS, STRUCTURAL STEEL (INCLUDING MILL TEST REPORTS). 5. A 20% MAXIMUM OF THE CEMENT CONTENT MAY BY SUBSTITUTED WITH FLYASH CONFORMING TO ASTM C618, TYPE F OR C. HIGHER PERCENTAGES OF FLYASH MAY BE UTILIZED WITH ACCEPTANCE AND APPROVAL BY THE SHOP DRAWINGS OR CONTRACTOR ENGINEERED DETAILS SHALL BEAR THE SEAL AND SIGNATURE STRUCTURAL ENGINEER. ANY CONCRETE MIX UTILIZING FLYASH SHALL BE VERIFIED WITH TEST DATA. OFA REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON IF IT DIFFERS FROM THE 6. ADDITIONAL WATER SHALL NOT BE ADDED TO THE CONCRETE MIX AT THE JOBSITE. WATER REDUCING ADMIXTURES DESIGN OF THE STRUCTURAL DRAWINGS. ANY REVISION FROM THE STRUCTURAL DRAWINGS SHALL CONFORMING TO ASTM C494 MAY BE UTILIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND IS SUBJECT TO THE REVIEW AND ACCEPTANCE 7. IF CONCRETE IS TO BE POURED AGAINST AN EXISTING CONCRETE SURFACE, THE EXISTING SURFACE BY THE ENGINEER. SHALL BE CLEANED AND ROUGHENED TO A MIN. 1/4" AMPLITUDE. B. CALCULATIONS, DESIGN DRAWINGS, AND SHOP DRAWINGS FOR THE DESIGN, FABRICATION, AND 8. SLEEVES, OPENINGS, CONDUITS, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS CONSTRUCTION OF BIDDER DESIGN ITEMS SHALL BEAR THE SEAL AND SIGNATURE OF A SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE NOT BE LARGER IN OUTSIDE DIAMETER THAN ONE THIRD THE THICKNESS OF THE SLAB AND SHALL NOT BE ARCHITECT PRIOR TO FABRICATION. BIDDER DESIGN ITEMS FOR THIS PROJECT INCLUDE: SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. - BRIDGE CRANE AND SUPPORTING STRUCTURAL STEEL FRAME. 9. REINFORCING STEEL: CALCULATIONS AND BIDDER DESIGN DRAWINGS SHALL INCLUDE THE DESIGN, CONNECTION TO THE LAP SPLICE SCHEDULE STRUCTURE, AND ACCOUNTING OF ANY LOCALIZED EFFECTS THE CONNECTIONS OR SYSTEMS MAY A. REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND INSTALLED ACCORDING TO THE INDUCE ON THE STRUCTURE. ALL SUCH BIDDER DESIGNED ITEMS SHALL BE BASED ON THE DESIGN "MANUAL OF STANDARD PRACTICE OF REINFORCED CONCRETE CONSTRUCTION" BY THE CONCRETE fc = 4,000 psi REQUIREMENTS AS SPECIFIED IN THE GENERAL STRUCTURAL NOTES. REINFORCING STEEL INSTITUTE (CRS!). BAR TOP BARS OTHER BARS SIZE C. SEISMIC BRACING AND RESTRAINT TO THE STRUCTURE OF ANY MEP EQUIPMENT, DUCTWORK, B. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 OR WELDABLE ASTM A706 GRADE 60. CASE 1 CASE 2 CASE 1 CASE 2 MACHINERY, AND ASSOCIATED PIPING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3 CONNECTIONS NOT IN COMPLIANCE WITH SMACNA (SHEET METAL AND AIR CONDITIONING C. SMOOTH BARS OR WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. #3 24 36 19 28 O CONTRACTOR'S NATIONAL ASSOCIATION) OR THE MEP DESIGN DRAWINGS, SHALL BEAR THE SEAL #4 32 48 25 37 o OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON AND SHALL BE SUBMITTED D. REINFORCING STEEL REQUIRING WELDING OR PLACED WITHIN A SPECIFIED BOUNDARY ELEMENT OR co ALONG WITH CALCULATIONS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. MOMENT FRAME ELEMENT SHALL CONFORM TO WELDABLE ASTM A706. #5 40 60 31 47 T #6 48 72 37 56 E. ALL LAP SPLICES OF REINFORCEMENT SHALL CONFORM TO CLASS B LAPS AS SHOWN ON THE LAP SPLICE SCHEDULE PER THIS SHEET UNLESS NOTED OTHERWISE. #7 70 106 54 81 r F. ANY MECHANICAL BAR SPLICES SHOWN SHALL BE MADE WITH DAYTON BAR-GRIP COUPLERS OR #8 80 121 62 93 Y WITH AN APPROVED PRODUCT SUBMITTED WITH AN ICC REPORT. #9 91 136 70 105 fie Lu G. UNLESS NOTED OTHERWISE, REINFORCING STEEL SHALL HAVE THE MINIMUM COVER OR #10 102 153 - 79 118 p PROTECTION FOR THE FOLLOWING USES AS NOTED BELOW: #11 113 170 87 131 0015104t4Lo �� ROF O SLABS 1" er tNA• ) cl WALLS w Q 6 INTERIOR FACES 3/4" 9 ' E �. m EXPOSED TO EARTH OR WEATHER 1 1/2" (#5 BARS AND SMALLER) -''" ,N Y2" (#6 BARS AND LARGER) 'tbto• to SON �Cgf 0 FOOTINGS 3" ON J 10..., o 0 XPIRES: 07I Y QORIGtq PROJ NAME: /�Q SHEET TITLE: STRUCTURAL SHEET: 17 OF: 48 DWG#: DRN: JA DATE: A B H T DURHAM O&M mwa architect PLOT 01/14/2016 DSN: CJA DWG#: STRUCTURAL RNOINEERII BUILDING co THIS BAR IS ONE INCHGENERAL NOTES DATE: r 70 TE COUCHST0.EET 1640 NW JOHNSON STREET O CHK: CAD FILE#:K-11315 S001.DWG WHEN DRAWING IS FULL CleanWate ervices 401 500 N PORTLAND.OR 97209 PO el 503 24 668209 REMODEL SCALE. 1/19/2016 PERMIT DOCUMENTS 011! Commitmeat is Cleat. j Fax 503243.6622 PLC#: NA P SO39735151 7APPD: CJA SCALE: NONE I f SO3 973 SOSO www.abht-structural.com cws Q - e-•• REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 i MWAARCHITECTS.COM; PHASE 1 B PROD#: 6687 C C _ M CC _ .,, ` C r - .. C s c a a _ _ _ 0 _ - GENERAL STRUCTURAL NOTES CONTINUED E- CONCRETE AND REINFORCING STEEL (CONT'D): SAWN LUMBER: SAWN LUMBER CONTINUED: 10. CONCRETE WALLS 1. ALL WOOD FRAMING MEMBERS INCLUDING BUT NOT LIMITED TO WALL STUDS AND JOISTS, ARE 14. ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON WIRE NAILS UNLESS NOTED OR DETAILED A. PROVIDE THE MINIMUM WALL REINFORCING AS SHOWN BELOW UNLESS NOTED OTHERWISE. INTENDED TO ACT AS A SYSTEM AS DETAILED IN THE STRUCTURAL DRAWINGS AND ONCE OTHERWISE. HOLES SHALL BE PRE-DRILLED WHERE NECESSARY TO PREVENT SPLITTING. NAILING NOT WALL THICKNESS REINFORCING CONSTRUCTION IS COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE SAFETY SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE PER THE NAILING SCHEDULE BELOW: 6" #4 BARS AT 12" O.C. EA. WAY AT CL OF WALL AND STABILITY OF WOOD FRAMING SYSTEMS (I.E. TEMPORARY BRACING IF REQUIRED) DURING 8" #5 BARS AT 12" O.C. EA. WAY AT CL OF WALL CONSTRUCTION AS A RESULT OF CONSTRUCTION METHODS AND SEQUENCES. NAIL TYPE SHANK DIAMETER - INCHES MINIMUM PENETRATION - INCHES 10" #4 BARS AT 16" O.C. EA. WAY, EA. FACE OF WALL 6d 0.113 1.13 12" #4 BARS AT 12" O.C. EA. WAY, EA. FACE OF WALL 2. ALL SAWN LUMBER SHALL CONFORM TO THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST 8d 0.131 1.31 COAST LUMBER INSPECTION BUREAU GRADING RULES. LUMBER SHALL BE OF THE SPECIES AND GRADE 10d 0.148 1.48 B. HOOKED DOWELS FROM FOUNDATIONS SHALL BE PROVIDED TO MATCH VERTICAL WALL REINFORCING. SHOWN BELOW: 12d 0.148 1.48 C. PROVIDE HOOKED DOWELS MATCHING SLAB REINFORCING FROM WALLS TO SLABS OR HOOK SLAB 16d 0.162 1.63 REINFORCEMENT INTO WALLS. MEMBER GRADE 20d 0.192 1.92 D. UNLESS NOTED OTHERWISE, PLACE (2)#5 BARS ON ALL SIDES OF SLAB AND WALL OPENINGS EXTENDED 2x AND 4x FRAMING DOUGLAS FIR-LARCH NO. 2 2'-6" BEYOND OPENING. PROVIDE (1) OR (2)4'-O" LONG DIAGONAL#5 BARS AT EACH CORNER OF THE 5x AND GREATER DOUGLAS FIR-LARCH NO. 1 NAILING SCHEDULE OPENING MATCHING THE LAYERS OF REINFORCING. T & G DECKING DOUGLAS FIR-COMMERCIAL DEX 11. ADDITIONAL CONCRETE ITEMS A. HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS SHALL BE AN APPROVED NELSON PRODUCT OR 3. STORAGE OF ALL LUMBER AND TIMBER ON SITE SHALL BE KEPT OFF GROUND, UNDER COVER AND APPROVED EQUAL. PROTECTED FROM DAMAGE. B. WEDGE ANCHORS OR EXPANSION BOLTS SHALL BE HILTI KB-TZ OR AN APPROVED EQUAL SUBMITTED 4. ALL DIMENSIONAL LUMBER SHALL BE CERTIFIED BY THE SUPPLIER IN WRITING TO BE KILN DRIED. WITH ICC REPORTS TO THE ENGINEER FOR REVIEW. C. EPDXY ANCHORS OR DOWELS SHALL BE INSTALLED WITH HILTI HIT-RE 500-SD EPDXY IN CONCRETE. 5. ALL TIMBER SHALL BE CERTIFIED BY THE SUPPLIER IN WRITING TO BE LESS THAN 19% MOISTURE D. UNLESS NOTED OTHERWISE, PERMANENTLY EXPOSED EMBEDDED PLATE AND ANGLE ASSEMBLIES CONTENT. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. WELDS OR LOADS SHALL NOT BE PLACED ON THE EMBEDDED ASSEMBLIES FOR A MINIMUM OF (7) DAYS AFTER CASTING IN CONCRETE. 6. ALL LUMBER IN CONTACT WITH THE GROUND, CONCRETE OR CMU SHALL BE PRESSURE TREATED. CONTRACTOR MAY SUBMIT FOR APPROVAL, A MOISTURE BARRIER IN-LIEU OF THE PRESSURE TREATED 12. POST-INSTALLED ADHESIVE CONCRETE ANCHORS WOOD. A. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI 318-11 SECTION D.9.2.2 MANUFACTURER'S FIELD REPRESENTATIVE SHALL PROVIDE INSTALLATION 7. FASTENERS FOR PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF TRAINING FOR ALL PRODUCTS TO BE USED PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED HOT-DIPPED ZINC-COATED GALVANIZED STEEL, OR STAINLESS STEEL. NAILING SCHEDULE NOTES: INSTALLERS SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL 1. ALL OTHER NAILING REQUIREMENTS NOT SHOWN ON DRAWINGS OR IN SCHEDULE ABOVE SHALL BE IN BE KEPT ON SITE AND BE MADE AVAILABLE TO THE EOR AS REQUIRED. 8. ALL PLATES AND LEDGERS SHALL BE FASTENED WITH A MINIMUM (3)ANCHORS PER PIECE. ACCORDANCE WITH 2012 IBC TABLE 2304.9.1. B. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT THE 2. POWER DRIVEN OR PNUEMATIC NAILS OTHER THAN COMMON NAILS MAY BE USED IF DATA IS SUBMITTED 9. ALL METAL HARDWARE AND FRAMING ACCESSORIES SHALL BE MANUFACTURED BY SIMPSON TIME OF ANCHOR INSTALLATION IN ACCORDANCE WITH ACI 318-11 D.2.2. STRONG-TIE COMPANY. ALL ITEMS SHALL BE INSTALLED PER THE MANUFACTURERS INSTALLATION TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO USE. C. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI REQUIREMENTS. ALL NAIL HOLES SHALL BE FILLED WITH THE RECOMMENDED FASTENER UNLESS NOTED 3. MINIMUM NAIL LENGTHS SHALL BE SUFFICIENT TO ACHIEVE MINIMUM PENETRATION INTO MAIN MEMBER 318-11, SECTION D.9.2.2 INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OTHERWISE ON THE DRAWINGS. AS NOTED IN SCHEDULE ABOVE. OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALL (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-2011 (SECTION D.9.2.2). PROOF OF 10. ALL WALLS SHALL HAVE DOUBLE TOP PLATES AND SHALL BE SPLICED PER THE TYPICAL TOP PLATE GLUED LAMINATED MEMBERS: CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO SPLICE DETAIL, UNLESS NOTED OTHERWISE. TOP PLATES AT WALL INTERSECTIONS SHALL BE LAPPED COMENCEMENT OF INSTALLATION, AND NAILED WITH (3) 16d NAILS. 1. GLUED LAMINATED MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF ONE OF THE FOLLOWING STANDARDS AND PUBLICATIONS: STRUCTURAL STEEL: 11. HOLES FOR BOLTS SHALL BE DRILLED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE BOLT + 1/16". A. AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. LEAD HOLES FOR LAG SCREWS SHALL BE BORED PER NDS 11.1.3 B. ANSI/AITC STANDARD A190.1 AND ASTM D 3737 1. STEEL DESIGN, FABRICATION, AND ERECTION SHALL CONFORM WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND THE "CODE OF 12. ALL BOLTS, CARRIAGE BOLTS, LAG SCREWS, EXPANSION BOLTS AND EPDXY BOLTS SHALL BE INSTALLED C. ANY CODE-APPROVED STANDARD OR PUBLICATION. APPROVAL MUST BE OBTAINED FROM ABHT STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". WITH STANDARD CUT WASHERS UNDER THE BOLT HEADS AND NUTS THAT BEAR DIRECTLY ON THE STRUCTURAL ENGINEERS. WOOD. ALL NUTS SHALL BE TIGHTENED AT THE TIME OF INSTALLATION AND RE-TIGHTENED IF 2. THE GRADE AND SPECIFICATION OF THE STEEL MEMBERS SHALL BE AS FOLLOWS: 2. THE MINIMUM GLUE LAMINATED MEMBER GRADES SHALL BE AS FOLLOWS: NECESSARY, DUE TO WOOD SHRINKAGE, PRIOR TO CLOSE-IN OR AT THE COMPLETION OF THE PROJECT, WIDE FLANGE SHAPES ASTM A572 GRADE 50 OR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1996. MEMBER GRADE ASTM A992 GRADE 50 RAFTERS AND STUDS SHALL BE IN CONFORMANCE WITH BOTH THE SIMPLE SPAN 24F-V4 CHANNELS, PLATES, AND ANGLES (U.N.O. ASTM A36 13. CUTTING AND NOTCHING OF JOISTS, HOLLOW STRUCTURAL SECTIONS (TUBES) ASTM A500 GRADE B (Fy=46 KSI) 2010 OSSC SECTIONS 2308.8.2, 2308.9.10, 2308.9.11, AND 2308.10.4.2 AND IN CONFORMANCE WITH THE CONTINUOUS/CANTILEVER 24F-V8 HOLLOW STRUCTURAL SECTIONS (PIPES) ASTM A53 GRADE B (Fy=35KSI) FOLLOWING CRITERIA: 3. APPEARANCE SHALL BE FRAMING INDUSTRIAL FOR HIDDEN MEMBERS AND ARCHITECTURAL FOR o, A. JOISTS NOTCHES AT THE ENDS OF JOISTS SHAL NOT EXCEED 1/4 THE JOIST DEPTH. HOLES EXPOSED MEMBERS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. BOLTS SHALL CONFORM TO ASTM SPECIFICATIONS FOR HIGH STRENGTH A325 AND A490 BOLTS. ALL BORED IN JOISTS SHALL NOT BE WIHTIN 2 INCHES OF THE TOP OR BOTTOM OF THE N PAYING SURFACES SHALL BE PREPARED AS REQUIRED FOR CLASS A OR BETTER SLIP-CRITICAL JOINTS. JOIST, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED 1/3 THE DEPTH 4. ALL STRUCTURAL GLUED LAMINATED TIMBER SHALL BE CERTIFIED BY THE SUPPLIER IN WRITING TO BE ocp ALL BOLTS UTILIZED IN SEISMIC RESISTING ELEMENTS SHALL BE FULLY TENSIONED. OF THE JOIST. NOTCHES IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT LESS THAN 16% MOISTURE CONTENT. Ln EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE 4. WELDING SHALL CONFORM TO THE AWS CODES FOR BUILDING CONSTRUCTION. WELDING SHALL BE SPAN. 5. NO NOTCHING OR BORING OF HOLES IN BEAMS IS ALLOWED WITHOUT APPROVAL BY ABHT STRUCTURAL r PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION (WPS)AS REQUIRED IN AWS ENGINEERS. D1.1 AND APPROVED BY THE ENGINEER OF RECORD. THE WPS VARIABLES SHALL BE WITHIN THE B. WALL STUDS STUDS ARE PERMITTED TO BE CUT OR NOTCHED TO A MAXIMUM DEPTH NOT LT) PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER. M EXCEEDING 25% OF ITS WIDTH. A HOLE NOT GREATER THAN 40% OF THE STUD WITH 6. GLUE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. 5. ALL COMPLETE JOINT PENETRATION WELDS USED IN THE SEISMIC RESISTING SYSTEM SHALL BE MADE IS PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF WITH A FILLER METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT MINUS 20° F, AS THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED 7. WHERE HANGERS ARE REQUIRED BUT NOT SPECIFICALLY SIZED, SIMPSON GLT HANGERS SHALL BE w DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. ALL COMPLETE JOINT HOLES SHALL NOT BE LOCATED AT THE SAME SECTION AS A CUT OR NOTCH. USED. SUBSTITUTION OF HARDWARE IS NOT ALLOWED WITHOUT APPROVAL OF ABHT STRUCTURAL PENETRATION WELDS FOR NON-SEISMIC RESISTING SYSTEMS SHALL BE MADE WITH A FILLER METAL ENGINEERS. THE SUBSTITUTION SUBMITTAL SHALL INCLUDE DOCUMENTATION SHOWING THE O THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT 40° F. NOTCHING AT THE ENDS OF RAFTERS OR CEILING JOISTS SHALL NOT EXCEED 1/4 ALLOWABLE LOADS OF THE SPECIFIED HARDWARE ALONG WITH TABULATED ALLOWABLE LOADS FOR C. RAFTERS THE DEPTH. NOTCHES IN THE TOP OR BOTTOM OF THE RAFTER OR CEILING JOIST THE SUBSTITUTED ITEMS. ALL ITEMS SHALL BE INSTALLED PER THE MANUFACTURERS INSTALLATION Ln SHALL NOT EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 REQUIREMENTS. s l r 6. FOR MEMBERS AND CONNECTIONS THAT ARE PART OF THE SEISMIC RESISTING SYSTEM, �cxu�A Y DISCONTINUITIES CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS TACK OF THE SPAN, EXCEPT THAT A NOTCH NOT EXCEEDING 1/3 OF THE DPETH IS 51��Et PiiDi ��r in WELDS, ERECTION AIDS, AIR-ARC GOUGING, AND FLAME CUTTING, SHALL BE REPAIRED AS REQUIRED BY PERMITTED IN THE TOP OF THE RAFTER OR CEILING JOIST NOT FURTHER FROM THE �I- co THE ENGINEER OF RECORD. FACE OF THE SUPPORT THAN THE DEPTH OF THE MEMBER. HOLES BORED IN `'�► '_ RAFTERS OR CEILING JOISTS SHALL NOT BE WITHIN 2 INCHES OF THE TOP AND E 7. WELDS SHALL UTILIZE E70XX ELECTRODES AND SHALL BE A MINIMUM OF 3/16" IN SIZE UNLESS NOTED BOTTOM AND THEIR DIAMETER SHALL NOT EXCEED 1/3 THE DEPTH OF THE MEMBER. �OREGON� to - Q OTHERWISE. ‹'.yy f �a,�9 �' fl "''� QN J A $, L ! s:/2�307I DRN: JA OR1G _ LRPROD NAME: SHEET TITLE: SHEET: 18 OF: 48 DWG#: / 0 ABHT DURHAM O&M STRUCTURAL DATE: � i 0) DSN: CJA DWG#: STRUCTURAL ENGINEERS PLOT THIS BAR IS ONE INCH mwa architect E DATE: 01/14/2016 I; 70 NW COUCH STREET 1 1640 NW JOHNSON STREET BUILDING GENERAL E RAL NOTE S N CHK: CAD FILE#:K-11315 S002.DWG WHEN DRAWING IS FULL CleanWaber S�:rV10E'.S SOOZ SUITE PORTLAND, REMODEL CONTINUED PLC#: NA Ott! commitment la clear. PORTCANO.°R97209 Te1503.243.6682 �r SCALE. 1/19/2016 PERMIT DOCUMENTS P501973 5151 Fax 503.243.6622 r f 509 973 5060 WWW.abht-structural.com APPD: A SCALE: NONE - REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAAR{ ,,EtTS-�aM_ PHASE 1 B c"Is6687 PROJ#: -.- - _ • SPECIAL INSPECTION PROGRAM TABLE 1 REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS INSPECTION SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS REFERENCE REFERENCE Continuous Periodic SOILS GEOTECHNICAL INVESTIGATION SHALL INCLUDE ITEMS OF GEOTECHNICAL INVESTIGATIONS 1803 SPECIAL INSPECTION AND TESTING AS NOTED IN TABLE 3 OF THE GUIDELINES VERIFY FOOTING BEARING CAPACITY AND X SUBGRADE PREPARATION FOR FILLS FILL MATERIAL VERIFICATION TABLE GEOTECHNICAL X BY THE GEOTECHNICAL ENGINEER 1705.6 REPORT FILL PLACEMENT & COMPACTION X VERIFY MATERIALS BELOW SHALLOW TABLE FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE1705 6 X BY THE GEOTECHNICAL ENGINEER DESIGN BEARING CAPACITY VERIFY EXCAVATIONS ARE EXTENDED TO TABLE PROPER DEPTH AND HAVE REACHED PROPER 1705.6 X MATERIAL PERFORM CLASSIFICATION OF COMPACTED FILL TABLE MATERIALS 1705.6 1803.5.1 VERIFY USE OF PROPER MATERIALS, DENSITIES TABLE AND LIFT THICKNESSES DURING PLACEMENT 1705.6 X BY THE GEOTECHNICAL ENGINEER AND COMPACTION OF COMPACTED FILL PRIOR TO PLACEMENT OF COMPACTED FILL, TABLE OBSERVE SUBGRADE AND VERIFY THAT SITE 1705.6 X HAS BEEN PREPARED PROPERLY . m -p M 0 0 co u� M tr! e-^ M e^' w .-J O RCTUR� .\•rl'i01 PR Oftt. , 4 44 tv daipaii E CO o ,OREGON CO kr r• 18, 99✓ o °N j AVo F.orrES:/2/3!//7I ORIG PROJ NAME: SHEET TITLE: SHEET: 19 OF: 48 DWG#: DRN: JA DATE: 1=11 A E H T DURHAM O&M STRUCTURAL DSN: CJA STRUCTURAL ENGINEERS DWG#: THIS BAR IS ONE INCH mwa architects PL°T 01/14/2016 BUILDING SPECIAL INSPECTION �-- aeanWater Services 7o NW COUCH STREET 1640 NW JOHNSON STREET DATE. 0 SUITE 401 PORTLAND,OR 97209 REMODEL PROGRAM PLC#: NA 11 J,� `,Jj CHK: CAD FILE#:K-11315 S003.DWG WHENDRAWING IS FULL Our commitment is clear. POR744NO.OR 97209 Tel S03.243.6682 SCALE. 1119/2016 PERMIT DOCUMENTS P 503 973 5151 Fax 503.243.6622 nP S03 973 5060 www.abht-structural.com r- APPD: WA SCALE NONE REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 M1WAARCHITECTS.COM: PHASE 1 B CWS6687 PROD#: SPECIAL INSPECTION PROGRAM CONTINUED TABLE2 REQUIRED STRUCTURAL SPECIAL INSPECTIONS INSPECTION SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS REFERENCE REFERENCE Continuous Periodic FAB RI CATO RS SPECIAL INSPECTIONS APPLY TO VERIFICATION OF DETAILED FABRICATORS 1704.2 X FABRICATION AND QUALITY CONTROL PROCEDURES INCLUDING REVIEW FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS CONCRETE INSPECTION OF ANCHORS INSTALLED IN 1909.1 ACI 318: 3.8.6, 8.1.3, X HARDENED CONCRETE 21.2.8 1705.3 ACI 318: 3.5 TOLERANCES AND REINFORCING PLACEMENT PER ACI 7.5; REINFORCING STEEL PLACEMENT 1910 1901.3.2 ACI 318: 7.1-7.7 X SPACING LIMITS FOR REINFORCING ACI 7.6 WELDING REINFORCING STEEL 1705.2.2.1.2 ACI 318: 3.5.2 X REFER TO STEEL FOR WELDING REQUIREMENTS 1903.1 AWS D1.4 TABLE 1704.3, ITEM 5b - 1)VERIFICATION OF WELDABILITY OF TABLE AWS D1.4 x REINFORCING STEEL OTHER THAN ASTM A 706 1705.3 ACI 318: SECTION 3.5.2 2) OTHER REINFORCING STEEL. TABLE AWS D1.4 X 1705.3 ACI 318: SECTION 3.5.2 PLACEMENT OF BOLTS INSTALLED IN CONCRETE TABLE 1705.3 ACI 318: 1.3.2.0 WHERE ALLOWABLE LOADS HAVE BEEN ACI 318: 8.1,3 X ALL BOLTS VISUALLY INSPECTED INCREASED OR WHERE STRENGTH DESIGN IS 1908.5 ACI 318: 21.1.8 USED 1909.1 TABLE 1705.3 VERIFYING USE OF REQUIRED MIX DESIGN(S) 1904 ACI 318: CHAPTER 4 x 1910.2 ACI 318: 5.2-5.4 1910.3 1901.3.1 CONCRETE PLACEMENT TABLE ACI 318: 1.3.2.D X 1705.3 ACI 318: 5.9 - 5.10 TABLE ACI 318: 1.3.2.D CONCRETE CURING 1705.3 ACI 318: 5.11-5.13 X 1910.9 VERIFICATION OF FORMWORK TABLE ACI 318: 6,1,1 X SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND 1705.3 DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED 3 POST INSTALLED CONCRETE ANCHORS -q o SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, n ICC EVALUATION TYPE, AND DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE `n INSPECTION OF ANCHORS INSTALLED IN REPORT WITH DRILL BIT REQUIREMENTS, CLEANLINESS OF THE HOLE r HARDENED CONCRETE 1909.1 ACI 318: X AND ANCHOR, ADHESIVE EXPIRATION DATE, 3.8.6, 8.1.3, 21.1.8 ANCHOR/ADHESIVE INSTALLATION, ANCHOR EMBEDMENT, AND risTIGHTENING TORQUE 7) iiw 0 J Its � Oft I w �--oma. micro_kr,; moi , 1! 18,N e,"ES ON p: 4. �}, 1F..XPIILES:/2 f3///7 1 Q OO DRN: JA ORIG PROJ NAME: SHEET TITLE: SHEET: 20 OF: 48 DWG#: 9. DATE: ii=iA B H T DURHAM O&M STRUCTURAL PI_°T 01/14/2016 I" DSN: CJA DWG#: mwa al chItQC iTRYCTYRAL dNOiNIRRs c ) THIS BAR IS ONE INCH � • 70 NW COUCH STREET 1640 NW JOHNSON STREET BUILDING SPECIAL INSPECTION DATE: O CHK: CAD FILE#:K-11315 S004.DWG WHEN DRAWING IS FULL C1 111 r Services 5004 NSUITE R L;D.OR 97209 PORTLAND, 03.24 6682 REMODEL PROGRAM CONTINUED •t SCALE. 1/19/2016 PERMIT DOCUMENTS Our commitment is clear. Fax 503.243.6622 PLC#: NA F5039735154 Z- F SO3 973 SOSO www.abht-structural.com APPD: CJA SCALE: NONE WWREV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCHITECTS.COM PHASE 1B CWS6687 PROD#: SPECIAL INSPECTION PROGRAM CONTINUED TABLE 2 (CONTINUED) REQUIRED STRUCTURAL SPECIAL INSPECTIONS INSPECTION SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS REFERENCE REFERENCE Continuous Periodic STEEL FABRICATION OF STRUCTURAL ELEMENTS 1704.2.5 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS ASTM A6 ASTM STANDARDS SPECIFIED IN MATERIAL VERIFICATION OF STRUCTURAL 1705.2 CONSTRUCTION X CERTIFIED MILL TEST REPORTS STEEL 2203.1 DOCUMENTS AISC 360 A3.1 AISC 360 M5.5 ASTM STANDARDS MATERIAL VERIFICATION OF HIGH STRENGTH SPECIFIED IN BOLTS, NUTS, AND WASHERS 1705.2.1.1 CONSTRUCTION X MANUFACTURER'S CERTIFIED TEST REPORTS DOCUMENTS RCSC 2.1 AISC 360 A3.4 MATERIAL VERIFICATION OF ANCHOR BOLTS ASTM STANDARDS AND THREADED RODS 1705.2 SPECIFIED IN X MANUFACTURER'S CERTIFIED TEST REPORTS CONSTRUCTION DOCUMENTS MATERIAL VERIFICATION OF WELD FILLER AISC 360 A3.5 METALS 1705.2.2.1 APPLICABLE AWS A5 X MANUFACTURER'S CERTIFIED TEST REPORTS DOCUMENTS VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS COMPLETE AND PARTIAL JOINT PENETRATION 1705.2.2.1 AWS D1.1 X GROOVE WELDSSECTION 6 SINGLE PASS FILLET WELDS LESS THAN OR 1705.2.2.1 ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 AWS D1.1, SECTION 6 EQUAL TO 5/16" TABLE 1705.2 x WELDING STUDS EXCEPT AS NOTED TABLE AWS D1.1 SECTION 7 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 7.8.1 OTHERWISE 1705.2 SNUG-TIGHT HIGH STRENGTH BOLT INSTALLATION X ALL CONNECTIONS INSPECTED AND VERIFIED SNUG PRETENSIONED HIGH STRENGTH BOLT RCSC SPECIFICATION INSTALLATION USING TURN-OF-THE-NUT FOR STRUCTURAL ALL CONNECTIONS INSPECTED. CONNECTIONS USING DIRECT METHOD WITH MATCH MARKING, DIRECT X TENSION INDICATORS, ALL BOLTS SHALL BE INSPECTED AFTER TENSION INDICATOR METHOD, OR TWIST-OFF TABLE JOINTS USING ASTM SNUGGING AND AFTER PRETENSIONING A325 OR A490 BOLTS TYPE TENSION CONTROL BOLT METHOD 1705.2 SECTION 9 PRETENSIONED HIGH STRENGTH BOLT INSTALLATION USING TURN-OF-THE-NUT AISC 360, SECTION M2.5 METHOD WITHOUT MATCH MARKING OR X ALL CONNECTIONS INSPECTED CALIBRATED WRENCH METHOD OR TENSIONING OF SLIP CRITICAL CONNECTIONS 3 MATERIAL VERIFICATION OF REINFORCING ACI 318: 3.5.2 STEEL FOR WELDING 1705.2.2.1,2 AWS D1.4 X CERTIFIED MILL TEST REPORTS o TABLE a WELDING REINFORCING EXCEPT AS NOTED 1705.2 X >n OTHERWISE C7)M 6 M ri W -J O U.. LO0 PRfirt 6 .. .rbi jor r, CO 41 . ..diroirr O a OREGON to YCj it. loci U F PI1tEs:l2/3/f 11 ORIG PROJ NAME: SHEET TITLE: SHEET: 21 OF: 48 DWG#: DRN: JA DURHAM O&M STRUCTURAL DATE: ,_ i o DSN: CJA DWG#: mwa architect •^C*BL ENGINEERS PLOT 01/14/2016 to THIS BAR IS ONE INCHServices 70NWCOUCHSTREETI 1640NWJOHNSONSTREET BUILDING SPECIAL INSPECTION DATE: O CHK: CAD FILE#:K-11315 S005.DWG WHEN DRAWING IS FULL CleanWater 5005 NSUITE 401 PURTlAN0.0R 971 9 P°e o3 2°OR 97209 REMODEL PROGRAM CONTINUED Nt. - 1/19/2016 PERMIT DOCUMENTS OB! C01mm1tmCIIt i3 CICai. PLC#: NA SCALE. P 403 973 5151 Fax 503.243.6622 APPD: CJA SCALE: NONE n F 9o3 9"9°60 www.abht-structurat.com •'" REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCHITECTS.COM PHASE 1B CWS6687 PROD#: AINIJIIIIWINNINWIIMMYMINOMMINPIIMININIIIIIIINNIMINIIIIIII C =- - .- - 0- _ - = ' SPECIAL INSPECTION PROGRAM CONTINUED • r E c = . TABLE 3 SPECIAL INSPECTION FOOTNOTES REQUIRED TESTING for SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE 2012 "INTERNATIONAL BUILDING CODE"AND OREGON - AMENDMENTS. REFER TO THE TABLES 1 THROUGH 4 FOR SPECIAL INSPECTION AND TESTING REQUIREMENTS. TESTING SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS), ASTM D3740 (SOILS), ASTM C1077 (CONCRETE), ASTM A880 (STEEL), AND REFERENCE REFERENCE Continuous Periodic ASTM E543 (NON-DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING GEOTECHNICAL INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. THE OWNER SHALL SECURE AND PAY FOR SERVICES OF THE GEOTECHNICAL ENGINEER TO PERFORM INSPECTION AND TESTING AGENCY TO PERFORM ALL SPECIAL INSPECTIONS AND TESTS. TESTING OF COMPACTED FILL MATERIALS 1803 TESTING PER GEOTECHNICAL REPORT THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, FILL IN-PLACE DENSITY OR PREPARED VARIES; MINIMUM PER X BY THE GEOTECHNICAL ENGINEER NOTED IN THE INSPECTION REPORTS, AND IF NOT CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL SUBGRADE DENSITY IBC APPENDIX J107.5 ENGINEER AND THE BUILDING OFFICIAL. VARIES; THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL 1705.6 CLASSIFICATION AND ENGINEER, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT INDICATING THE WORK MATERIAL VERIFICATION TESTING OF X BY THE GEOTECHNICAL ENGINEER REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND CONTROLLED FILL THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. MATERIALS STRUCTURAL OBSERVATION: CONCRETE THE STRUCTURAL ENGINEER OF RECORD WILL PERFORM STRUCTURAL SITE OBSERVATIONS BASED ON THE REQUIREMENTS OF AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS FABRICATE SPECIMENS FOR STRENGTH TESTS, ASTM C 172 THE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) AND AT CRITICAL STAGES OF CONSTRUCTION, REFERENCE TABLE 4 PERFORM SLUMP AND AIR CONTENT TESTS, 1705.3 ASTM C 31 X PLACED ABOVE. COPIES OF SITE OBSERVATION REPORTS AND FINAL OBSERVATION REPORT WILL BE SUBMITTED TO THE BUILDING OFFICIAL, AND DETERMINE THE TEMPERATURE OF THEACI 318: 5.6, 5.8 ONCE EACH DAY FOR A GIVEN CLASS OF CONCRETE, OR ARCHITECT, CONTRACTOR AND OWNER. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD AT LEAST CONCRETE. 72-HOURS BEFORE A DESIGNATED WORK IS TO BE COVERED. - LESS THAN ONCE FOR EACH 150 YDSA3 OF CONCRETE, OR CONCRETE STRENGTH TABLE 1705.3 ASTM C39 X LESS THAN ONCE FOR EACH 5,000 FTA2 OF SURFACE AREA 1903 FOR SLABS/WALLS. ONCE EACH SHIFT FROM IN-PLACE WORK OR FROM TEST PANEL AND MINIMUM ONE SPECIMEN FOR EACH 50 CUBIC YARDS. "PRECONSTRUCTION TESTS AS REQUIRED PER THE BUILDING OFFICIAL." CONCRETE SLUMP ASTM C143 X • CONCRETE AIR CONTENT ASTM C231 X CONCRETE TEMPERATURE ASTM C1064 X STEEL MAGNETIC PARTICLE (MT)AND ULTRASONIC (UT) 1705.2.2.1 MT-AWS D1.1 6.14.4 PER DRAWINGS UT REQUIRED FOR CJP WELDS. TESTING OF WELDS UT -AWS D1.1 6.13 & 6.14.3 RCSC SPECIFICATION FOR EACH COMBINATION OF PRE-INSTALLATION VERIFICATION OF STRUCTURAL JOINTS USING DIAMETER, LENGTH, GRADE, PRETENSIONED HIGH STRENGTH BOLTS 1705.2.1.1 ASTM A325 OR A490 BOLTS AND LOT TO BE USED IN THE SECTION 7 WORK TABLE 4 STRUCTURAL OBSERVATIONS INSPECTION SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS REFERENCE REFERENCE Continuous Periodic CONCRETE REINFORCEMENT PRIOR TO FOUNDATION CONCRETE PLACEMENT 1704.5 X PRIOR TO POURING CONCRETE v. to 0 STEEL Ln M DURING MISCELLANEOUS STEEL ERECTION 1704.5 X fii Z;,-) r ftW 0 -J 0 L.L. . 13 ex u,r4 to \SA1 PR 8/4,4 cl Y 41L: 6 drofroW `E r...- CO U f m N- ORIG 1 PROJ NAME: SHEET TITLE: SHEET: 22 OF: 48 DWG#: DRN: JA DATE: I= .. /.1 B H T DURHAM O&M STRUCTURAL O DSN: CJA mwa architect •TRUCTURAL INGIN 4•R• PLOT 01/14/2016 co DWG THIS BAR IS ONE INCH o WHEN DRAWING IS FULL - Clea War �ervices TO NW COUCH STREET 1640 NW JOHNSON STREET BUILDING SPECIAL INSPECTION DATE: 5006 SUITE401PORTLAND,OR68209 REMODELPROGRAM CONTINUED PLC#: NA CHK: CAD FILE#: - 3 5 00 .DWG Our commitment is clear. CV _ PORTLAND.OR 97209 Tel 503.243,6682 Tr SCALE. 1/18/2016 PERMIT DOCUMENTS PSO39735191 Fax 503.243.6622 ! F SO3 973 SOSO wwW,abht-structural.com B APPD: CJA SCALE: NONE REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCuITECTS_COtk PHASE 1 Pws6687 PROJ#: liallialliallIIIIIVONIP • L,6 I I I P. 1 P,3 P.6 tP.9 - ii I F I (�� `!131 1r0 I FOUNDATION NOTES: ili / /" /" /-• ' / / / //'' /1/-4' /• / • '1/:` //// t //// / / / 4 / 1 / / /:// /� /;// ; > // / // i // // /; />//,/ ,(/, /., /f. / / /. / f. 4, /; / /. /,//, I " �/ % /` /;" /; / / //./ / /jam, / / / / //',/ ,/'' f 'y / /; /%' / / / /`/" ; ;'/ //' i ' / - // /i` /// / %;i INDICATES AREA OF REMOVE AND REPLACE E 6 /,' / ; >/ � ,/ / / / I, , f , / / / r / r, / / / , / / /,/ / , / / r / / / / // II_ I O 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS / / / / / / / , ,/ / / , // / / ,// // >p/' / /// ,/j// r /./ / / / //, ,/• / , I,/// / % /rf / // // 14_ I I // / ,/,/ ,% -/ /////' / / / / > / / // / / // , / r ./ ,/ / //,/ .4-,./ / / // , / // / ://;% ! NO STRUCTURAL CONC. SLAB ON GRADE w/ NEW / /./// / / / /;tp;/ / / / / / / , i / / / , / ,/�,' / // / , ///; /, la // ,/,i , / / ; ,q+' �� DIMENSION, AND ELEVATIONS PRIOR TO FABRICATION ,/ / ,./ / ,; , /, , / /"/;, /1 / �', /" /( 1�, ... / / / . ; WORK 6 CONC. SLAB ON GRADE vll#4 / j / ,• % /,/ / / / / / /`/ ///'i /' �/' ,,//> / r� r / / / /' / / r / �/ / r / ,1 AND ERECTION AND SHALL NOTIFY THE ARCHITECT / / > ; 12 o.c, EA. WAY AT SLAB / - !/// '// ;/ ;/ // '///'//„/2//2 ' ///'' /" '/// %f /r;%"/ /� ' ; ',%'i�r% /'%/r' �%/'%//'/-/-/ MID-HEIGHT TYP. / / / / /, � /, //,/ , AND ENGINEER OF ANY DISCREPANCIES FROM THE / ; , / / " / / ••''� /� /; / .— / / / r' / -,/ /`,� - - - - - - - - DRAWINGS. = - --/,j////' ';1 ` • " J'h` T JILL' -1--UT - - --7r t ._ _ - -_ _--jFi' - -1- _- -, m�- N n I (�_—._ .1-1. �J (l t (i I — t 1_,_ ��_ t07— i F' �. /0 // //;1 , I . .i:•. • , :I •'I.' I ': C. •T•• --� —,-. �� ', • •I i • I -� I �,1: j, r- -,-- 1... :., , ••,' r — r ., n I 2. COORDINATE ALL DIMENSIONS, WALL LOCATIONS, L' y L _� • L• — •J' H y••L. — J L....17r�. •r',J • �*- —'.� • • L•' 1-L -- '% iii , ;;- ;._,...i .. ',' -:a•/��` •, . �-, - i . t. — — ..y. . •��. . . :< .-' :t •� , • •• • . :�•. .. DRAINS SLAB SLOPES AND OPENINGS, STEPS AND •1 •M CURB ELEVATIONSWITHARCHITECTURAL DRAWINGS. S. / . . .. ... • •r� sr60 •ti: . , '. .. W .... . . , .. ':i , , . .. . , .;. •, ..1. .. • BRIDGE CRANE • t f ! , } , i { /� / V I � • . . i, ' ` .i .{.• COLS BY BRIDGE /" B•RI7F•�'GE.0 NE. 3. REFERENCE ARCHITECTURAL, MECHANICAL, PLUMBING i .. .I•I .;i'• •!• 1• i t .'.•1 +-' .�, .♦ ... .. . I r / / •. 41"--0"x3'-0"x1'-0" THICK t . . 1'5 8. 1' 2 l K. CRANE MFR. TYP.// % / �, . • I REF. ARCH. .. ;'�,• •i ',• . '�• .•� .. .:� •� AND FOR LEEVE I' ,LONG•ITUOI•NAL t •a (': , ELECTRICALDRAWINGS SLEEVES, ," it .i .. .� .�• :,; ., .,•: .i ,• �'• n - . . y•.. I i / FTG. TYP. 10 PLACES '8 'i MBED ED T til (10) LOCATIONS ,•,,. FOR LOCATION i. t. >_� 'LA .E V %/ - • ' � . . _ ,. • :BRAOIt��:B•Y SFtta�L"�•t f -%�� •rBLOCKOUTS, AND OTHER ITEMS TO BE COORDINATED ,/ /' ;I / /- --� , • ti.. . . �. ` AT NEW BRIDGE { 1 IV'EV1/6" C IVC: SLAB' ,, � � ,� , , • .:: . :'� •• '� • . .. •c1�ANE:M��t:,.:...-,....:••.,.:-.1r;.-:-.-:‘..:. a• •,• • i• WITH THE STRUCTURAL DRAWINGS. •,, • ti , CRANE COLUMNS, DN £RAQE';. 1 III, . •,. .. . w ,. .. •r % • • ,. _ i 4. INDICATES STEP OR SLOPE IN ELEVATION • :• E a.o :SQUARE TYP. �• � • (E) 9'-O" SQUARE • , • . • •: , '4•4I THICK,�IB � " _ ,• -y 5. REF. SHEET S501 FOR ALL TYPICAL CONCRETE DETAILS. !, , . • i•.. . . . •, _ . . 4-4 THICK JIB ,,. �� • _ t / ., . , . . . .• • ., •• . �� . •ti .:.. - . . 1• ',1 • Y .!. CR�AN 'FO'OTI'NG 7/ •/ •: ti •• .• •i. E /' ; I, r y CRANE FOOTING :,• 1• , • I 'I' I f I _ ccs: fF` // , li,, . •• . • • , . ;' Y , •• fi. {tE INDICATES EXISTING / / ft�r J / ;A Iii •i. ,' .. 1 '}• •y ..1: �r .. , ,' ! r ! .i {. �,• \ ) / / it / // • -NI',. • •.' • .•• •• • .i • • i• r• ,, .'•;• . . • • •,-i • , • • •• , .' • . • , f' •• • , .•t• .,•` • '• �• ' • 'S • • „ • • . • • • •a.•• • • • ' 1� . . . TRENC •H ti• ''•r:i. • I • • .L. .'21- •:. : • t 'f• L. a•.1 � • DRAIN _ . . 5D . • .•" , . i . ::::..t..: :•.:••• .1 .. :` / % Ili' i i• TCOL. FTGS. \ • • �' /" / III REMOVE PORTION OF E JIB �. 1_,.__ � 4i•• •• •:_:_: TYP, AT !: is ,• 'I ( ) i • • • 'a • • .� (jam •i • • i r D ' Y • D+ Oj` •. I • •.• I. PERIMETER -. . . .50� �,�IS •I - i• • , . • , •" : CRANE FTG. AS REQUIRED TO . .VP: -� • • „ • y D� D� +�. � y/ r PLACE NEW 71-0"x3'-0"x11-0" THICK •/ , /,/ 1, . :r 1 f'T • •, +('' ' �` • •�,.,,,•{ •:, _• '4'- • „ i ••. •• _ BRIDGE CRANE COL. FTG. • :I .. I,, HS5�4x4x1•/4 1. i � L �y ..i 7.4 �/ / —IHSS4x4x3/: f r �� I u 1 , 1 L —I___ J L —I_ J L I J Lnib I I L —I— J L —I— J L J L —I— J L __i— J \cb 4C5 46 1/ 1 I t-4- 0- 6 D} t. �+ � t+3 ts4 p+ 2 A / i; 50 30 D 50 tk+ D�" 04 I ' n Iri + , p.�' 50 SIM. I ,/ %/ / �g5I �g5 _ 30 _ — I PROVIDE 1/2" PREMOLDED — — _ / / r / j/Y,, , _ , ! I — JOINT FILLER w/ SEALANT / I I REMOVE AND REPLACE (E) 6" I / 7/7/ / '/X '..•.••i. I I BETWEEN NEW SLAB ON ,I I i �// ;/f/, i I. �� I GRADE AND (E) CONCRETE / - I CONC. SLAB ON GRADE w/ NEW / //,/ ;:' I ,I /7 /'' 6" CONC, SLAB ON GRADE w/#4 /! / ;•'• i ' -, I CURB, TYPICAL AT EXTERIOR / / I @ 12" o.c, EA. WAY AT SLAB ///�/ / 1 id WALL CONDITIONS. /' / I I MID-HEIGHT TYP. 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'. ° /`. /`fir / `7. /`-, `. I - I V I ) 1 1fi , 1- LLI O LL tr.) (70 At FOUNDATION PLANEF) KEY PLAN eocr ,R N 1/8'1-1'-0" N I X41 PRfif etfitc, rn Oma! 'OREGON g, Q �� N co �I! 18,19OP 0 N j A Y FXPIILES:/2�3///71 Co DRN:JA ORIG I PROJ NAME: SHEET TITLE: SHEET: 23 OF: 48 DWG#: Jf' co DATE: , A B H T DURHAM O&M STRUCTURAL DSN: CJA DWG#: THIS BAR IS ONE INCH mwa architects aTRUCTU3�A,. ENGINEERS FOUNDATION PLAN oLa E: 01/14/2016 • 70 NW COUCH STREET 1640 NW JOHNSON STREET BUILDING N CHK: CAD FILE#:K-11315 S201,DWG WHEN DRAWING IS FULL CleanW�tle 'V1CeS SUITE OR 97209 PLC#: NA T L SUITE 73 PORTLAND, 3. 98209 R E M O D E L Our commitment is clear. Fax O SCALE. 1/1912018 PERMIT DOCUMENTS PS83973515/ Fax 503.243.6622 N /8"= e " P 503 973 5060 1 www•abht-struetural•com APP©: CJA SCALE: 1 1 -p MWAARCHITECTS.COM I GWS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PHASE 1 B PROD#: 6687 @1 L.6 1 3 .3 P. 1 P.3 P.6 P.9 / /' // / / 7 ,///// // / / /' %r ''/ //////,,,' / / //; , / ///, // /;''/ / t / /, /i " / / /// /j/, ,.///' ;//j // 11 INDICATES AREA,OF• �/%/ f/ / / / / j/ ; ; / ;/ / / `/ i /�/ ; % / // /// // / //;1' /%/ // //1„/ / , , / // // , NO STRUCTURAL, ROOF NOTES:// / ///-/ )/////////4/ // //i/// / ' // ///e//,/,,/// r / ( / /- // / l ' ;/ / / If / - , / / �/ ; i ; ;/ / / ; / / ; / // r ;/ / i , i / � ,;r 7 / , / , /, ; % // -. WORK /• ////•/////1,-/ /7////////,/// / //% / //////////7///////// 118x18 AT FASCIA/ ,f /'`//// 1 // , A_,,___/_/_/__7/ ;'� ,< /_, /; r_ �,-; , - f > // - !/= - - - - -�- - -- 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, • /�;�ii/f,// / //// ///% / / ' ; /7//// ;'///// ,/ ///- '/// �'/// ;/ / ','';/ /////// /i i�./// 1 DIMENSION, AND ELEVATIONS PRIOR TO FABRICATION AND / // %/ /� /,/ , / ./ , / /�// , / /' , / /// / , // ,/., . /, // ,/f%'. / / / / , , / / ,/, / , / / ' I I ERECTION AND SHALL NOTIFY THE ARCHITECT AND 0 / ,� ! 1+_ _ t I t..-,t.—. 1 t- J L.1,1 / `-J '� 11-1 TT- -t 1�, t i LU._. - t , -� 1._ t- ___.1,x r'� � n__El n- '�_ --1ter' ' -----�- 11 -- - h1 L (ECL 3 X88rr ENGINEER OF ANY DISCREPANCIES FROM THE DRAWINGS. j/ //1-1/// ..// II I- t1 • �/ f - 1 2. COORDINATE ALL DIMENSIONS, WALL LOCATIONS, DRAINS, ;.4.1 %j' j J SLAB SLOPES AND OPENINGS, STEPS AND CURB ELEVATIONS / j,/ , I — — L'; `� t WITH ARCHITECTURAL DRAWINGS. ////' / I/'1';/ II \ / 1 \ � \ / . N AI V\///f 3. REFERENCE ARCHITECTURAL, MECHANICAL, PLUMBING AND ///1/ ! II /� A I /\\I / I / } \. N' ELECTRICAL DRAWINGS FOR SLEEVES, BLOCKOUTS, AND 1/ 11 / \,, i / `.i �\ I ` I OTHER ITEMS TO BE COORDINATED WITH THE STRUCTURAL / j N N \ N J N, //,/; N-,� -- I DRAWINGS. ! I,//// CO O Cpl N N N N N COI I • /;/ SPAN N 7110 N; 4x10 LUS410 r 1i �- c>1<, ,� I DIRECTION OF Co Co co# as aD v. 4. (E) INDICATES EXISTING / - cr, c►, TYP. EA. c� N N I N I N N r�, /; i Ii (E) 2x6 T&G x x! x x x / HI r4 I I END v v v v ter; �� /,/ I /// 1111-J DECKING w/ -a; -II COI CO CI COMI -1 LLI j/ l/ illik9 3/8" PLYWOOD ! — _ — _W i CO I Ca 1 _ Ca �_'_ 1.-, OVERLAY .�UJ 0 C� \ t� \ VI / ,i RTU-1 MAX. WT. /,/;/ % / ' f ' INCLUDING CURB I ;'j ii,ii 1 = fi 000 LBS. ( ' \ 1 1 / / �I1( _ i — _- — _ -- I '1 II k;-'' 77/ ' /�/ /' ■IIIc II '/ i //' II,I /4 1� I 1 _ /I// I,/ I,I I ,`J ' I' 1 I r _ (E) GL;;L::8 ( IU � L1 �" -J, 1 I-' II / / � 1 Lt,'//' / / /,III I / I I /',,, / / ; •/ •/ I11 /4' I I I I / / // /`/ !/ // I 1 /�/ / • / /1 / // / , / / /// ' ;/ ,/ / / / / //an %/ { I I , // {/ / f / / / / // / / /i1// / 2%2%///% / / ,L / / / / � / // / / / / /// /// / / ///,/,/i. ' f'/I / / // / //// . / / f / / / / / / 2- i / i / / / / ! ' / / / / J /// ;/ / /" / / " / / / /// /, / / / / / j / /% ILL / // // ; /` / / // / / J / / / / / / // /LLj• / / / // /� / j // / •/ // / // / / " / / / / ///4/47/ I I / Y // /i% / / 7/ / /, / // / i // // / -// ;/ -� r % / / // / f / / / / / / / / • 1 / /7 i / / /i / / % / ////// /// / / / // /// j/ - ;, / / / ;////� .)/ /, / / �/ / // ,%,;%// /// i / ,/ /// // / / / ; y, INDICATES AREA OF NO //// ////r ///////7//' /;//,/7/ /// /` STRUCTURAL WORK / i / / '4 /// '�' ///// / / `,///// / / i ' I/if // /� ;/ / // / / /// // //f/ / / /' /// /i ,/ / k' i/////// /2/ ///,� //J/ / / / / 1/• / / / / / / / // f /1 ` / ./,// /l /////////// /-„/ .// /// '/ ///// ,/ //// //I/ I — L/// ////„.//// /,i/ /i j// j/;;///////, / /' 7`/z ,,/,?/ /1 ,( L' ■ , NI /' // / /// / // / / % / // / �//- /f/� //'/ '/ / / /1 1 _ ( T_ /I, I/ %/ 'in I/ 3/4/44//%< / 4// %/44/ 1 6 Z.; J—I1 .. r E W in o ROOF PLAN KEY PLAN 0 1/8"=1'-O"ILO .1.3CTvii,A0 4,11 PRflito 03 O der' 0 OREGON 10 v QN J pae''$, Fxrrrt /30 7 ! 2 Q ORIG I PROJ NAME: SHEET TITLE: SHEET: 24 OF: 48 DWG#: DRN: DATE: A B H T DURHAM O&M STRUCTURAL ►- 4 ,— DSN: CJA mwa architect PLOT 01/14/2016 DWG#: co THIS BAR IS ONE INCH STRUCTURAL �"°'NEER. ROOF PLAN DATE: CleanWaber Services BUILDING 2r� t� CHK: CADFILEMK-11315 S202.DWG WHEN DRAWING IS FULL SUITE HSTREET 164aRTLAND, R9720EET S20L N PORTLAND.OR 97209 PORTLAND, 503 2�OR 68209 REMODEL SCALE, 1/19l2016 PERMIT DOCUMENTS Oil! commitment 18 clear. Fax 503.243.6622 PLG#: NA P 5039735191 Z.": "_, , " _ F 503 973 9060 www.abht-structural.com e_^- APPD: C.JA SCALE: 1/$ --1 -0 MWAARCHITECTS.COM! REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PHASE 1 B CWS #: 6687 1 C E = S=e C i . L.6 13 ,3 ,,,._ fA , __- - T , 5 _ T/10 3/4" MIN.) - KEYED JOINT (@ SLAB "4" SLAB ON GRADE / \ ` .- ` ` - MID-DEPTH) PAINT wt CONTROL JOINT �� i.- \ _ _ CURING COMPOUND AS , BOND BREAK BEFORE �� w \ / \ = = === C • .. - _ #4 x 2'-4" DO'f'/ELS a7 WIDTH PER TRENCH / C.• - ti..rIMOMM } �� y �( (Y 1'-0" o.c. DRILL & EPDXY ADJACENT SLAB IS - vT° , PLACED z - DRAIN. MANUFACTURER 7 �` `" 2 / � SAWCUT EDGE 3 1/2" INTO (E) CONC, - A;-,-7-S-, ,,, ' -A '. co / �tG�C�' \ SLAB AT MID-DEPTH 111=1i TeiiI Ii rlTi#,w i' v y / �; A TYP. 1/8" SAW CUT JOINT 2 �. y �... / \ CONSTRUCTION JOINT 1/8" PREMOLDED STRIP �„ W � ,,. (E) CONC. SLAB NEW CONC. SLAB, (SAW SAME DAY AS " FLUSH w/ SURFACE i / I \ REF. PLAN POUR) FILL JOINT w/ 1/8" 118 ,zr • . > c I JOINT SEALER T , - , 4 V � } i c NOTE: 1 _ \ /MAX. SANDY GRAVEL •.., _ - -- ' M :'.e,.,*,:. yh..,- CONTROL OR CRUSHED y �" ,; - JOINT 6" II_i !-1IiIT (2)#4 CONT. \ / ROCK � -.;f%0-6F- L.,,,--t- ( � � Vi ..- PACING I I @ TYP. \ / VAPOR BARRIER , ; , �k / / \. -',-1';'-‘ --r'''''''-'41y -VV . at: SHALL BE 12" o,c. � " � '- ` ` 20'-0" \ /Tt i - , , 1 -T7 , l1/2" ISOLATION JOINT w/ , HITTHhiii 1FIIiih[IWHII fT 7-Ii -f— � Iil°I \ / PREMOLDED JOINT FILLER UNDISTURBED S CUT JOINT FORMED JOIN VAPOR BARRIER \ / SOIL CONTROL JOINT �'` / TYPICAL NEW CONCRETE SLAB 411 TYPICAL SLAB ON GRADE DETAIL TRENCH DRAIN DETAIL CONNECTION TO EXISTING CONCRETE SLAB N.T.S. 2 1"=1,_0," PLAN VIEW 4 #4 7 DOWELS @ 16" NOTE: FOUNDATION SIZE, REINFORCING, AND BASE PL ANCHOR BOLTS ARE o.c. DRILL AND EPDXY SUBJECT TO CHANGE PENDING FINAL BRIDGE CRANE COLUMN LOADS. PL 1x24x2'-0" (A36) SHIM PLATE TO LEVEL 4" INTO (E) CONC. L2x2x1/4 w/ 1/2"3 x 3" AND EPDXY GROUT FINISH GRADE FOOTING 1 1/2" NON-SHRINK COLUMN AND BASE PL HEADED STUDS @ 12" 6 CONC. SLAB ON BY BRIDGE CRANE MFR. N � o.c. AT PLATE EDGES PL 1 1/2x8'-0"x15'-0" A36 /to � SLOPE T U GRADE GROUT � MIN. (4 #5 WILLIAMS (GALV) • - + FILL w/ CONC. GR, 60 THREADED „ REBAR ANCHORS w/ t"///tel//////// 7////'// \ +6" CONC. SLAB ON I . se....=.. :.. 6'" CONC. SLAB STD, 90° BENDS • • NON ND GRADE REF. PLAN ON GRADE REF. N (E) CONC, :: PLAN 1/2" ISOLATION JOINT w/ I Mi ., yf� V A STEMWALL AND ROUGHENED SURFACE ,� PREMOLDED JOINT FILLER • - FOOTING 1 _ VERIFY 1 o__ _ i.�rar �rMA1�' .r'ir„.� ps�fteegr�ji ` • • 3fr u� ' •�Rf;.tz'lltr. .e� .-•i!etwe a — f �f L II I—I i C y,j.. v► r. .. 'v: 11=111=111=M= .iii �r�r_�r 'rim 6” (3) . a01 \ . �. #4 CONT. I i #4I I © ,TYP., _ ' i #5 16" o.c. TOP AND 6" =111=111=111=111: I I III I i r- c N BOT. TRANSVERSE 12 o,c, f TYP. 11=I 1 I-1 11=1 i€= -; U T lo _,..,, ....._ ...„,,,,, �` NOTE: -I i_„I=i l =1 =-, i_l n=,n—, i: (4) #5 TOP AND BOT REF. 2/S501 FOR ADDITIONAL 11=111=111=1[E- 11------11 r-----111,-----111-= LONGIT, INFORMATION NOT SHOWN NEW SLAB ON GRADE AT STEEL PLATE AT SLAB ON GRADE EXISTING WALL OPENING BRIDGE CRANE COLUMN FOOTING PUMP REPAIR PLATE AT TRENCH DRAIN 5 1"-1'-0" 6 1"=1'-0" 1"=1'-0" '$ 1"=1'-0" CD Y0 LO co LoT M T T 1 MT T fi W 0 -J 0 U. Lo N �`�V� fR°T4f L� -44 61 6 �.4,7'1 OREGON 14 ii A. 18,NQq RP-- - Q ��ON' J p_' U IFXP'Il[LES:/2/30 7 f 2 Q ORIG PROJ NAME: SHEET TITLE: SHEET: 26 OF: 48 DWG#: Lc) DRN:ANV PATE: ' ' DURHAM O&M DSN: ABHT T STRUCTURAL r ANV DWG#: PLOT 0111412016 o THIS BAR IS ONE INCH r^� I mwa architect STRUCTURAL ewaINIus CI; WHEN DRAWING FULL CleanTatier Ser�rices 70 NW COUCH STREET 1640 NW JOHNSON STREET BUILDING CONCRETE SECTIONS DATE: CHK: CAD FILE MK-11315 S501,DWG S501 NPORTLAND,OR 97209 PORTLAND, 03.243 66820 REMODEL o SCALE. Our commitment is clear. Fax 503.243.6622 PLC#: NA 1/19/2p16 PERMIT DOCUMENTS P5O39735751 N APPD: SW SCALE AS NOTED f 503973 5060 www.abht-structural.com CWS 6687 T REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAAR[HITE[T5.COM; PHASE 1 B PROJ#: a e — — il 6 /1/2" •CLR. I (E) 4" CONC. : .` `- o x A GLAZING REF. ARCH. '� I CURB r HSS 4x4 I j iv SLOPE2x6 CONT. PLATE - IV! BASE PL 3/8x4x0-'6"\ -.--- ' 7 3" 1/2"0 F 1554 GR. 36 '` THRD'D ROD @ 32" o.c. 3/16 h. 3 nP. #4 @ 12" o.c. EA. WAY AT ' AND 8" FROM HSS & 2x 3/16 / 3 CENTERLINE OF WALL. PL ENDS DRILL AND EPDXY VERT. 2x6 @ 16" o.c. BARS 6" INTO (E) CONC. (2x6 @ 12" o.c. @ SIM. SECTION A-A FOOTING STUDS CONT. TO UNDERSIDE OF ROOF AT t/ SIM.) P.T. 2x4 SILL PL w/ 1/2"0 —4---- #4■ DOWELS @ 12" O W} GALV. A.B.'S AT 32" o.c. I i-- MAX AND 8" FROM PL A A HSS 4x4 POST o.c. DRILL AND EPDXY - _ _ 4" INTO (E) CONC. N U E ENDS w/ 7" CONC. EMBED FOOTING ; 2 > SPACE BOLTS @ 12" o.c. I AT SIM. CONC. WALL -,..,N4.„ \ - FINISH GRADE b i.e3„ N 4„ 1 - • . _ ' - GAP PL 1/4 (E) CONC. °'NBASE PL 3/8x4x0'-6" w/ STEMWALL AND (2) #4 A706 DOWELS © FOOTING I 6" CONC. SLAB ON 3" GAGE VERIFY I GRADE7, +i 1/2" PREMOLDED JOINT STD. 90° BEND v 1/4 FILLER WITH SEALANT / III 1 i=ruI■IH 11 H I: SECTION AT WINDOW INFILL HSS 4x4 POST TO CONCRETE CURB 1 1"=1'-0" ■2 1"=1'-0" ,z,3 N O L. r Cr} r r _ Y ro 7, r tY_ w 0 J O U- 75 \kil PR Oil f,4 Y dirogylk`44 i .E -r,. CO OREG�ON1 �V - CO U NJA* 'EXPIRES:12/30 7 I m wzr ORIG DRN:ANV PRO.'NAME: SHEET TITLE: SHEET: 27 OF: 48 DWG#: Ln DATE. -" ■ A B ■ T DURHAM O&M STRUCTURAL DSN:ANV DWG#: mwa architect STRUCTURAL ENGINEERS oA E: 01/14/2016 CO THIS BAR IS ONE INCH 74 NW[OUCNSTREETI 1640NwJQHNSONSTREEr BUILDING CONCRETE SECTIONS 1 CHK: CAD FILE MK-11315 S502.DWG WHEN DRAWING IS FULL Clean■ Service j SUITE N R s PLC it: NA 5502 SUITE 401 ( PORTLAND, 3. 97209 REMODEL M O D E L Our commitment is clear. 1 � 0.0 � Tel o SCALE. 1/19/2016 PERMIT DOCUMENTS v50397351st Fax 503.243.6622 Ly F 503 973 5060 www.abht-structural.com APPD: SW SCALE: AS NOTED GWS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCHITECTS.COM PHASE 1 B PROJ#: 6687 • • _ • Z e e - • c - o r.-e_ _ fi0 3/16> (Tw. - , � 3/16 e:e �-- TYP> C KTYP. (10) No. 8x1-314" i EEL 1 SCREWS r 6) m e N 3/16/ ((3)SIDES f/ 1 HSS4x4x3/8 i C (TYP. 0 0 0 0 0�� {E) ROOF DECKING 1")1;2"�;2'jr 1, N 74T L3x3x1/4x0'-3" — ti - (1 - - - - y (10) No. 8x1-314" SCREWS ��cb ' PLAN OF ANGLE co co33/16/16> 2 1 TRANSFORMER Ix+ (,,) (1,000# MAX. N ci* vx _ _ WEIGHT) r .Z5 r — _ _ 3/16 U) U) (TYP X I �- U) m 3/16 _` — --- + ,-------'- I' _ _ , - _ - —�__ HSS 4x4 POST 1 1 TOP OF HSS4x4 __.---------c- N 4x4 I { 1 HSS4x4x3t8 ic4 HSS a)I 1 1 HSS4x4x3/8 _ \ --i ,- - - - , - 1 1x L4x4x1/4x0'-10" EA. SIDE I , .. , , - ,-.....1 I OF HSS 4x4 POST 2 60 111.111111ril ' 1' HSS 4x4 POST fl i I 1/2"fly A307 THRU-BOLT INC 2 IS- - \ ��0- 2'-O" 1 3/8" CAP PL TYP. 9/16"x1-1/2" VERT. L3x3x1/4x0'-4" `-i' SLOTTED HOLE. INSTALL I FINGER TIGHT & UPSET 3/163 2'-0" THREADS, TYP. 3/16 3 PLAN - TRANSFORMER PLATFORM HSS4x4 POST DEFLECTION HEAD HSS 4x4 CONNECTION 112" T CLR1"=11-0" / 1 --1 -0, 4 � _ 3/16 PL 3/8x5x0'-6" q (2) ROWS NO. 8x1-1/2" 1 0) SCREWS @ 16" o.c. 1 G PL 3/8x5x0'-6" w/ (2) I (1/8) (E) PLYWOOD 3/8"0 HILTI KB-TZ ' 1 3/16 C /3"/ SHEATHING OVER 2x TWO ROWS No. 8x1-1/2" A.B.'S wt 2" N — -�___ DECKING SCREW AT 12" o.c. EFFECTIVE CONC. + �, C EMBED @ 4" GAGE `=' Illi (E) PLYWOOD {E) CONC. CURB \ `3,�� DECKING SHEATHING OVER 2x 14 GA. CONT. BENT PL _- - AND FOOTING � 1 a � � a � i c ,c. c - LEGEND = VENTILATION SCHEDULE MISCELLANEOUS EQUIPMENT SCHEDULE =_ STANDARD CASE: 2014 OREGON MECHANICAL CODE SYMBOL DESCRIPTION - ELECTRICAL ._:_ ,= OCCUPANCY ZONE AREA PEOPLE AREA OCCUPANT SYSTEM Q EXISTING TCREMAIN` RTU-1 PACKAGED ROOFTOP AIR CONDITIONING UNIT, ELECTRIC COOUHOT WATER HEAT 10.3 MCA 0 CONNECT TOEXISTING - CATEGORY POP SQ. FT. OUTDOOR OUTDOOR DENSITY OSA CFM OFFICE VERTICAL DISCHARGE, 1000 CFM SUPPLY AIR @ 0,4 " ESP. 1.2 BHP EVAP. FAN MOTOR. 15 MOCP AIR RATE AIR RATE #/1000 SUPPLIED Q REMOVE EXISING 200 CFM MIN. OUTSIDE AIR, WITH 100% ECONOMIZER. 160 CFM MIN OSA 460 V, 3 PH CFM/PERSON CFM/SQ.FT. SQFT COOLING: 27 MBH SENSIBLE/ 36 MBH TOTAL OUTPUT @ 95 DEGREE F AIR 4 RELOCATED EISTING (Pz) (Az) (Rp) (Ra) - ENTERING CONDENSER, 80 DEGREE F DB/65 DEGREE F WB ENTERING COIL Q. THERMOSTAT OFFICE (100) 12 705 5 0.06 5 160 HEATING: 35 MBH AT 140 F. EWT, 120 F LWT. 4 GPM. 800 LBS.; 15 SEER. RTU-1 TOTAL 160 BASIS OF DESIGN: TRANS THC036 SUPPLY AIR DIFPJSER SHOP (101) 12 4680 0 0.06 0 440 FCU-1 FAN COIL.UNIT WITH HOT WATER HEAT. RETURN AIR GRILE SHOP TOTAL: 440 (I) 1/2 HP MOTOR HORIZONTAL SUSPENDED. 800 CFM SUPPLY AIR @ 0.625" ESP. 1/2 HP MOTOR .120 V, 1 PH HALLWAY (102) 0 176 0 0.06 0 20 275 CFM MIN. OUTSIDE AIR. FULL ACCESSIBLE VEE FILTER BANK WITH 2" FILTERS. .1-7 SPIN IN FITTINGWrH DAMPER RESTROOM(103) 0 116 0 0 0 0 COOLING: NONE. 105 CFM MIN OSA. TOOL ROOM/OFFICE (104) 2 195 5 0.06 5 35 HEAT: 18x12 DUCT COIL: 35 MBH AT 140 F. EWT, 120F. LWT. 4 GPM. "~^ '" FLEXIBLE DUCT OIL STORAGE (105) 0 213 0 0.12 0 40 BASIS OF DESIGN: GREENHECK BCF 107, 120 LBS UH UNIT HEATER COMPRESSOR ROOM (106) 0 84 0 0.06 0 10 RTU ROOFTOP UNIT UH-1 UNIT HEATER WITH HOT WATER HEAT. 1/6 HP MOTOR FCU FAN COIL UNIT FCU-1 TOTAL: 105 UH-2 HORIZONTAL SUSPENDED. 800 CFM SUPPLY AIR. 1/12 HP MOTOR 120 V, 1 PH CALCULATIONS WERE DONE PER OEESC INCLUDING EFFICIENCY FACTORS. UH-3 HEAT: 45 MBH AT 140 F. EWT, 120F. LWT. 5 GPM. 60 LBS, EF EXHAUST FAN SCHEDULE IS SHORTENED TO FIT ON SHEET. UH-4 BASIS OF DESIGN: REZNOR WS 44/62. HWP HEATING WATER PUMP (I)VENTILATION MET BY NATURAL VENTILATION AT GARAGE DOORS. HWS - HEATING WATER SUPRA EF-1 TOILET EXHAUST FAN 48 WATTS - - HWR— -- HEATING WATER RETURN CEILING MOUNTED FAN- 190 CFM AT 0.25" SP. 120 V, 1 PH BASIS OF DESIGN: GREENHECK MODEL SP A200 III-- UNION ABANDON EXISTING TEMPERATURE )7-TWO WAY MODULATING CONTROL VALVE —I I-- FLANGE �� Q FLOW METER REF-1 ROOF EXHAUST FANr EXP TANK WELLS 1/2 HP I BUTTERFLY VALVE d PRV (TYP) © 1- 4" E REF-2 5500 CFM AT 0.25" SP. 420 RPM ► �r4" HWS AND HWR REF-3 120 V, 1 PH �.� --ir•— -, FROM VAULT BASIS OF DESIGN:. GREENHECK MODEL CUBE 300-5. t PRESSURE/TEMP TEST PORT r REF-4 _I fl 4" A TWO WAY MOTORIZED VALVE - ABANDON EXISTING U 1 ► I S EXISTING SB-1 SPRAY BOOTH EXHAUST SYSTEM 3/4 HP BOILER AND PIPING AV I "" HWS AND HWR OPEN FRONT FLOOR MOUNT BENCH STYLE WITH EXHAUST FAN, LIGHTS AND FILTERS. 120 V., 1 PH. 4" �3 A 4" 111 4" 4TO MAIN BUILDING SWING CHECK VALVE �''4" 4 FT WIDE, 2000 CFM, 18" DIAMETER FAN, " T-}- -j . a I S HWS AND HBASIS OF DESIGN: COL-MET MODEL NUMBER IBB-04-07-02.-- I jj:_ 2" t TO MAINTENANCE SHOP A BPT BYPASS TIMER SWITCH HYDRAULIC WEF-1 WELDING EXHAUST FAN SYSTEM FCV FLOW CONTROL VALVE(FCV) TT --- -- ri IF. ....- , I SEPARATOR 2 HP _ WALL MOUNTED FAN, SWING ARM, HOSE AND COLLECTOR. 480 V, 3 PH Q HWP ( I SLOWDOWN 1600 CFM, 8" DIAMETER HOSE EXISTING IIS.ER G BASIS OF DESIGN: AVANT SBU-2 1 L ....... _ 4J 1 -r _j '""" "'" AC-1 AIR COMPRESSOR AND TANK 10 HP l I I- SEE PLUMBING EQUIPMENT SCHEDULE FOR INFORMATION REMOVE EXISTING AIR SEPARATOR BOILER ROOM DIAGRAM A SCALE: NONE EXISTING 8" PREINSULATED HEATING WATER PIPING EXISTING CONCRETE VAULT ^ HWR — ----- CONNECT TO ��_--- NEW SURFACING OR ^ Y HWS EXISTING BLIND - —H— =� ,, SURFACE RESTORATION PETE'S PLUG FLANGE l I—(I I(� ( II GRISWOLD (TYP. 3 PLACES) II I II i II TRENCH 11I I 1E-11' 1. PIPING MARKERS El \ ISOLATOR MANUAL AIR VENT I It '` I I= BACKFILL — 12"ABOVE PIPES FCV i i -- C 3 ;III„ 040,00.-"I r TT _ , ---- PIPING BACKFILL ►;� ,_, --r. --T4i10411-1-11 �,F ;71 MINIMUM 36" 1101 1 1 �� HEATING � i j+i 0.5 GPM COIL \ (,, I: BURIED PREINSULATED HEATING WATER PIPING FLOW CONTROL I 0 , VALVE ON DV NEW 4" PREINSULATED UH-4 ONLY UNDERGROUND �..---PIPE BEDDING . _..1 BELIMO CHARACTERIZED MODULATING MATERIAL STRAINER WITH PIPING TO SHOP ` r— BLOW DOWN CONTROL VALVE ON RTU. ` �� ,.di---TRENCH STABILIZATION SEAL NEW PENETRATIONS \\�� WHERE REQUIRED TWO POSITION ON UH'S AND FCU, WATER TIGHT WITH LINKSEAL :, c",-- INSULATE vINSULATE NEW ALL PIPING TO RTU-1 TO BE WITHIN CABINET AND CURB PIPING IN VAULTSYSTEM HEATING WATER COIL DIAGRAM EXISTING VAULT CONNECTIONS BURIED UNDERGROUND PIPING - -T DESIGN B OD (3-Tir- - = CONSULTANTS tic. 333 SE SECOND AVE, SUITE 100 SCALE: NONE SCALE: NONE SCALE: NONE PORTLAND oREcON 97214 503-248-0227 FAX 248-0240 CONTACT: BRUCE MARS F,�> PROFF �,'� ;' 1NEE. ssi DRN: BLM DATE: ! M PROD NAME: SHEET TITLE: SHEET: 29 OF: 4 8 DWG#: ?� 4 DURHAM O&M MECHANICAL �I ///, ' 9 PLOT DSN: BLM DWG# M001 " fT1Wa architects // BUILDING LEGEND, DETAILS, DATE: M001 .. •N THIS BAR IS ONE INCH Gj eanWate1 Services 70 NW COUCH STREET v� CHK: GCB CAD FILE#: MWA1402M001 WHEN DRAWING IS FULL SUITE 401 Our commitment is clear. REMODEL AND SCHEDULES PLC* c,�RY 13,RN�'S SCALE. 1/19/2016 PERMIT DOCUMENTS PORTLAND,OR1 9nos APPD: BLM SCALE: NTS P9039735151 BP REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy, Hillsboro,Oregon 97123-9379 __ F 903 973 5066 PHASE B EXPIRES 12/31/17 PRO 1# 6687 C C .1T7MIt 1�� . - C = C . is ,4: L.6 isI Nle P.1 P.3 t§)--- P,9SHEET GENERAL NOTES _ 1. REFER.TO ARCHITECTURAL PLANS FOR EXACT WALL, CEILING GRID AND LIGHT LOCA T IONS. = f' ' t ,' t / it / / / / /k� /1 ' J' I"iA / •� ' (1112. COORDINATE WITH OTHcR TRADES IN R f OUTING AND �' - � ' " Aff �, ��j-� f f �.r�s�sr�r��l�!t� LOCATION OF MECHANICAL ITEMS. 4,f- 07 + L_ , REMOVE EXISTINGX fi�A 3: COORDINATE WITH OWNER FOR TIMING OF ' ' ' AIR COMPRESSOR AND TANK. M�6�6 SHUTDOWN OF HEATING WATER SYSTEM FOR _ _ _ A 1r w ' ' TURN OVE" TO OWNE TO REMAIN...�.� - - t 1 t I t t -rtr j J- __ - `= - t t t� tt tr tr t t _ �__ CON I OF N (PING. NECT ON EW P` 1 r - ...J_ T T MT Ir .. li'� 7 I T�—_.._. .� 1 _-'""T �_ �, ,,,_,�. ..._ G•_ __ tc"‘".--. �►��11— �1U + G _r_� �C 4. REMOVE OR CUT FLUSH ALL ABANDONED r—4„= -� -1 1 t L_1 ^ I -�-....,~ CAP -''"'�+ ATTACHMENTS AND ANCHORS. ',/ I L-J 1 I L..J11 C I REMOVE EXISTI G BACKDRAFT r-I l I f I I REMOVE GAS H8 TER. VALVE AND CAP 1 DAMPERS AND �•UVERS L J BRANCHES I ■ I ' AND FLUE VENT ' ' SMALL GAS LINE. I 1 I j 1►� 1 I • l,,,.,..-REMOVE GAS REMOVE GAS � 11 / 1 I 1 REMOVE GAS-� of PIPING REMOVED-HEA ER _--1 f REM• E GAS HEATER PIPING A ! PIPING TO GAS AND FLUE VENT ' fiif'' I ' HEATERS Ive-440 7 / /1 J i I 11 sil RI / I ,,. ,,, r r-% 1 ,....)NN ,_._ ,„.... .,...0 (\\_.j 0 t \ . /71 . } - REMOVE EXISTING ROOF EXHAUST FANS L 11 /,-----,\\ ' REMOVE EXISTING ROOF EXHAUST FANS, 1 !/ 4, + + + LEAVE ROOF CU"BS AND BACKDRAFT I 1 I 1 + - I + LEAVE ROOF CURBS+AND BACKDRAFT I + f DAMPERS FOR N W FANS. ( DAMPERS FOR NEWFANS, 1 I \ 1 1 1 1 1 1 I i 1 , ill II �r REhfOVE GAS HEATER I I 1 1 REAOVE-GAS HEATER 1 I + 1 + + AND FLUE VENT � � �, I II _ I AND FLUE VENT ^ of 1 -- --�� ---1---1 _ - �.. / - - r - ----r>�- �. r; ._J '- . _ _ _ _ L — — 9 , r 4- - _ _ . s .L L _ J 1 l_ 1- ---- -_ .L..r�._..__,_. �,....1_ _ .L �-� H I4 - f 17 - �T4r { t �ft t1- � - r 1 1 _ _ i1 I r 1hi i 1 , i"1 =--Ti - 1 I 1 � 7r 1F - - 1 ( r- ` ` 1 411 Lill NA I 0 I 1 lir 1 .., _,,,,,_ , , , . / ; I ' I 1 1 , -pr. --PpI "rr , , 8 _ .. - - - - - - - - - - - - - - - _--'- �i(/KPA _ r _.�__._. ) - (I - - - - I - �I — -- _--N 1 Ii ■ REMOVE EXISTING 0 ABANDON E 'STING RTU .1wismi r ►�, t IN PLACE. REMOVE DUCTWORK r !'''/''" 7 I I I I / ( DUCTWORK SYSTEM ' AND CAP R OF PENETRATIONS. P1' I T I1 I I I �� / �( � III 11 I I / t t I REMOVE ELECTRICAL AND GAS. t , (r,.,.,, 11 I I I //7, IP Abril; -1-.--I4-,.-- *L T-----L--'Xi I Oil 1 / I I REMOVE EXIST ING�/ 4r 1 � _ - - - - EXHAUST FAN J - -/T _ _ - _ _ I Ar, I PPRMIT nor.IIMPNTS .4,, PERMIT DOCUMENTS Ir _ _ TEXOISRIMAGINEXHAUST SYSTEM i ' �_ EXISTING EXHAUST SYSTEM i1VAR..4,17'0,. TO REMAIN(�_ � 9.6 _ - - - � i��/ !If r � ' r� l1t 47(410',/.04. � t e:41 7 , , • //////// , :// I I co/ / , /::/ / ,, / ,,j / /r 40 f f, f / / O o f/ / 0 'r' ,t ff ,1 'Eli l.I 13--- LE. p ■ L `___J ,' ��,�� _ HVAC DEMO FLOOR PLAN -Ire0 SCALE: 1/8" = 1'-0" Q ( 1 - _ SYSTEM 1 1 = DESIGN CONSULTANTS K EY P LA N 11=1 333 SE SECOND AVE, SUITE 100 PORTLAND OREGON 97214 . 503-248-0227 FAX 248-0240 N.T.S. CONTACt BRUCE MYEAS ��° PR°FFs ORiG DRN: BLM DATE: k, �fi S PRaI NAME: SHEET TITLE: SHEET: (� OF: 4 DWG* �� GINf io DSN: BLM DWG#: M105 mwa architects DURHAM O&M I %, 7. THIS BAR IS ONE INCH rnrnp�� t I` � HVAC DEMO- Dae; �( r� Vl ea i,1�1l'Q�i74.r.L Swi ♦ices BUILDING M1 01 +R CHK: GCB CAD FILE#: MWA1402M101 WHEN DRAWING IS FULL 70 NW FLOOR PLAN PLC#: `�'!y 1°�� SCALE. 1/19/2016 PERMIT DOCUMENTS Ou r commitment is clear. PORTLAND OR 97209 REMODEL 63 13, �c, APPD: GCB SCALE: 1/8" = 1'-0" PS039735151 CWS �Y G.BP.t REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 _ F 503 973 SOSO PHASE B PRO,1#: 8687 WIRES 12/31/17 t - ' • L.6 i la N.3 P.1 f.3 P.6 P.9SHEET GENERAL NOTE:3 ..t :• w 1 REFER TO ARCHITECTURAL PLANS FOR EXACT WALL, CEILING GRID AND LIGHT LOCA i IOI'JS. - 2 COORDINATE WITH OTHER TRADES IN ROUTING AND LOCATION OF MECHANICAL ITEMS. 1 � ° ' " I ,..�� '-' ' _____ 'E.\ 3. COORDINATE WITH OWNER FOR TIMING OF SHUTDOWN f f f f __.1 ' EXISTING GAS MAIN OF HEATING WATER SYSTEM FOR CONNECTION OF NEW ' PIPING. t t I �---t---} r--r---! — I r +_-1 r--i---1 r--1---1 --- ----y-t ,-t -t 1 t tit_.._..i t_ r---- t-�-t----- t r`----icer i- t 1-� t._..__i_.'-t.L- -_ n ' -. 1�t ' ' t tit__;—_ft�;i 1 _.__,_ _ .. -- o ---- --r-r --- ° t- _� t 1 I 1 t'--t—'_i '—' 0 ! r 7 r---_-- -� _ `u r - �- --- q9 r -t r I I L_ J � i c3 I_ t c, I 13 1 0 a L_ J '--f�r1�5 f _ a i -rr--- _�_- _ .3__ -r3 L-- I if RTU-1 - - _ FROM W LL f UH-3 G v __ 1 I NEW 3 TONT c , REPLACE EXIS ING ROOF , REP CE ROOF 1 ! f ? TU WITH° fIXHAUSTFAONEXISIING SHOP °® EXH T FA\IS • STh EXISTING GAS SERVICE ; ` OT WATEF CURBS � CURB 1a1-1' 1 OFFICEhEAT3I100 rit ., A ' . ' >� FL OR./ HWR U' HROUGH ' UNDERGROUND a INSULATED HEATING WATER 14x12 - 4" �' PIPING TO EXISTING VAULT .most....-y....x. . ...,... .- 1 HWS HWR- �- ' _ COORDINATE EXACT ROUTING 4N HWS & HWR -, RTu- © y f \REF-1 I 1-112" ( REF-2 4� " ( \) REF-3E ,,, R„.4 O--i J� _.-G___. ---t 2 HWS & HWR t t 85� ''_' �--� I HWS �-- . , 1-1/4 �_/ �_.� �, - \ �TOBOILERROO550 �� -1` 1 1T T� �T' 1 D •- 4r :ji APPROX. 50 FEET: 20x8 ,,,, - I }� I }- 3/4 I moo, =�j HR � SEE A/M001 & 2/M105 __J HS I I 3/4" I i I ► i I s - r 4" I I I . - - APPROX. 26 FEET di SB-1 II 3/4" DOMESTIC HW AND -' �.� " �. _._.. . .... I ! -#' r! t ,�EXISTING HEATING 1/2" HW RETURN TO 2 " _ SUSPEND , :wad % M001 WATER VAULT 13/4. 32 /4IIIII / UH p WATER HEATER 1 t j I ► L� FROM WALL , , .. -r� UST DUCT UP .r.- UH-2_ \- Iva 111"ill JIM 24x1 '*�. EXISTING UNDERGROUND SEE PLBG. DRAWINGS --- r s�lammo -I---u— __ �.; ..F.-7.- :__. ;p Nr ,. I, P _ _ _ _ - WEF 1 �' HEATING WATER U I 7.4 - - - i I t -t: _ -4 HOUR TIMER f s I T— >>F 1 '�7 s�; t I _ _ L__ __� 4x6 — 16x12 4 HOUR TIMER 4Iii_j UP TO WITH HOLD - __ ..._�. _ - _ WITH HOLD RQOF T :��4�i'i�O�i�%%i s= .��i�+�: :�i!i —8x8---- i , I I I s 14x6 DROP AND �.,,�►-- �� _ 1 HALLWAY I CAP I J CONNECT TO —L_ ri. _ 1 0 FCU-1 I'II 00 _ f I 102 a BACK OF EXISTING ""' I ! 4 •x' 200 LOUVER 200 :'� 200 H 8x8 i t I - m 8x8' 10x6 HR I f f f HS fi0 HS 80 R STR*O ! TOOL ROOM t 1 = OIL ST*RAG Kum1:0:41 EF-1 104 -�- f f f a� �� ill I I I t 1 011 s . 60 UP11O .x6-4 • 1 e ROOF AP f f - - r� - - - - - - - - - - - - - -—i-- - s t _ -- 9 - OMPRE'SOR 1 I `/ ROO t 9.6 - - - - - - -- - - - -- - - - - - -- - i' ' - - - - I - - - I --- EXISTING EXHAUST SYSTEMS TO i f a f f REMAIN - f o ' EXISTING 4" HWS I I s f I I I AND HWR TO BUILDING I I I I I f I I I 11 I I . I i I I i I I rts. I I I I I Q I 4" HWS & HWRIT r i TO VAULT L_ _.... _ ._1 . _ _-_ __ __L.. - - - I - - - J I r - 2" HWS & HWR I I 1 1 TO SHOP Vif (ill AI 1 EXISTING1 I WATER I HEATERS 1 I - SEE DETAILilix o z o ox a x i! I 1 1 A/M001 HYDRAULIC - , 1,- x x o- SEPARATOR-..., • I ` EXISTING--...,_ • t REMOVE HEATING. ``-'. r �.. EXISTING I LELOIEBL- , _EL II I TI— WATER AIR SEPARATOR PUMPS i � � ABANDON - ., .., ---�—, :; EXISTING \._ i ) t , 1 �� F — BOILER HVAC FLOOR PLAN :r= SCALE: 1/8" = 1'-0" . K7Z1 IRootsBOILER ROOM PLAN C04:") SCALE: NOT TO SCALE SYSTEM 1 DESIGN GCONSULTANTS weKEYPIAN 333SESEc0N0 AVE, SUITE100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 N.T.S. CONTACT•. BRUCE NIERS . 0 PROF£ PROD NAME: SHEET TITLE SHEET: 31 OF: 48 DWG#: �/ 11N� t� /3 DRN: BLM oRiGP- 1 M DURHAM O&M 1 , r DATE: mwa architects HVAC PLOT .c,Ad1,„1/ . DSN: BLM DWG#: M105 BUILDING � �N THIS BAR IS ONE INCH C l anW a rServices 70 NW COUCH STREET .r►1 FLOOR PLAN M 105 WHEN DRAWING IS FULL SUITE 40, PLC* / z"Gly '0cb cH�: GCB CAD FILE#: MWA1402M105 Our commitment is clean. REMODEL �+ i3, S SCALE. 1/19/2016 PERMIT DOCUMENTS PORTLAND,OR 97209 `\ APPD: GCB SCALE: 1/8" = 1'-0" P 503 973 5,5, CWS 9RY B PRN" REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro.Hwy. Hillsboro, Oregon 97123-9379 __ . F 503 973 5060 PHASE B PROJ# 6687 EXPIRES 12/31 f 17 PLUMBING LEGEND - = - -= - CW COLD WATER PIPE BELOW FLOOR OR GRADE = FS FS FIRE SERVICE A A COMPRESSED AIR V VENT W SANITARY WASTE ABOVE FLOOR OR GRADE — ____01011•111111IIIIIIMMI - W SANITARY WASTE BELOW FLOOR OR GRADE CTG CTG CLEANOUT TO GRADE �FCO FCO FLOOR CLEANOUT PLUMBING CONNECTION SCHEDULE BRANCH PIPING MARK FIXTURE CW HW V W REMARKS —*IMO ' coIWCO,CO WALL CLEANOUT, CLEANOUT FROM TOP OF , p4 SHUTOFF VALVE, BALL VALVE MAIN WC-1 WATER CLOSET 1-1/2" -- 2" 4" ADA a PIPE UP U-1 URINAL 3/4" -- 1-1/2" 2" ADA a PIPE DOWN COMPRESSED E>" —ri''E' —Fir MAIN L-1 LAVATORY, WALL HUNG 1/2" 1/2" ` 1-1/4" 1-1/2" ADA AIR MAIN II WF-1 WASH FOUNTAIN 3/4" 3/4" 1-1/2" 2" ADA © CONNECT TO EXISTING tl S-1 SINK 1/2" 1/2" 1-1/2" 2" jj EXISTING TO REMAIN r `� SS-1 SERVICE SINK 1/2" 1/2" 1-1/2" 2" VACUUM PROTECTED t , ■ {� CAP OR PLUG A : EW-1 EYEWASH 1/2" 1/2" 1-112" 2" VACUUM PROTECTED FRAMING (TYP) , CAP FD-1 FLOOR DRAIN _ -- -- 1-1/2" 2" PRIME O REMOVE PURGE VALVE NOTES: MOUNTING yl CAP 0 INSTALL WITH FLUSH CONTROLS ON WIDE SIDE OF ROOM OR STALL. +1SYSTEM (TYP) - � 0 PROVIDE INSULATION KIT FOR P-TRAP, EXPOSED WASTE AND WATER PIPING. ABBREVIATIONS TE -Off-, -1g- CW COLD WATER « FRAMING (TYP) FD FLOOR DRAIN WALL SURFACE 11 II L LAVATORY I I I U URINAL QUICK17 I «� W WASTE CONNECT I ,,.�..1 '� '..� WC WATER CLOSET FITTING(S) .Eli 1k] m .'"" ' PLUMBING EQUIPMENT SCHEDULE I— II W II,II 'I,II SYMBOL DESCRIPTION ELECTRICAL PURGE VALVE ILO- > ~ —"V'`"- �"Y QUICK CONNECT AC-1 AIR-COOLED, GENERAL PLUMBING NOTES re = CAP FITTING(S) AIR COMPRESSOR: QUINCY QT-10, TWO-STAGE, HEAVY DUTY, CAST IRON, 3 PH WALL PLATE(S) > Q SPLASH LUBRICATED AIR COMPRESSOR MOUNTED ON A 120 GALLON, HORIZONTAL AIR 60 HZ 1, OBTAIN EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES WALL RECIEVER, ASME CODED FOR 200 PSIG, V-BELT DRIVEN,BY 10 HP 3/60/460 VOLT, OPEN 460 VOLT FROM ARCHITECTURAL DRAWINGS. SIDE FRONT PLATE(S) DRIPPROOF MOTOR MOUNTED ON ADJUSTABLE SLIDE RAILS. INCLUDE AIR INTAKE 10HP 2. SEE ARCHITECTURAL DRAWINGS FOR A.D.A. COMPLIANT FIXTURE LOCATIONS FILTER, PRESSURE GAUGE, PRESSURE RELIEF VALVE, ENCLOSED BELT GAURD AND ALL AND MOUNTING HEIGHTS. OTHER STANARD EQUIPMENT RECOMENDED BY MANUFACTURER FOR A COMPLETE 3. INSTALL ALL PLUMBING WORK SO AS TO AVOID INTERFERENCE WITH 0 COMPRESSED AIR DROP DETAIL INSTALLATION. ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING BASIS OF DESIGN: QUINCY QT-10 4. INSTALL ALL CLEANOUTS WHERE READILY ACCESSIBLE AND AS PER SECTION SCALE: NONE 707 AND 719 OF THE OPSC, COORDINATE ALL CLEANOUT LOCATIONS WITH AD-1 AIR DRYER: AIR DRYER: COMPRESSED AIR DRYER, ZEKS MODEL 35 NCE, NON-CYCLING 1 PH EQUIPMENT CABINETS ETC, AND THE ARCHITECT PRIOR TO ANY TYPE, REFRIGERATED COMPRESSED AIR DRYER. 1/2HP, 1/60/115 VOLT WITH 314" FPT INLET 60 HZ INSTALLATION. AND OUTLET. 115 VOLT 5. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS LINE SIZE UNLESS OTHERWISE INCLUDE: INTEGRAL HEAT EXCHANGER/SEPERATOR, VSD CONDENSOR FAN CONTROL, 1/2HP ALL VALVES, , DRAWINGS.ETC FULLY HERMITIC REFRIGERATION SYSTEM, NEMA 12 ELECTRICAL DESIGN, PRECOOLER/REHEATER, ELECTRIC SOLENOID DRAIN, UL LISTED. 6, PROVIDE UNIONS AFTER EACH SCREW TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS. CONTROL ZEKS MICROPROCESSOR-BASED CONTROLLER WITH TOUCH PAD. 7, ALL WASTE PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE INDICATED. COALESCING COMPRESSED AIR FILTER WITH AUTO-DRAIN: FINITE MODEL HN3S-6CG 1 PH 8, ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST COALESCING FILTER ASSEMBLY. RATED AT 80SCFM AT 100 PSIG WITH 3/4"THREADED 60 HZ RULES AND REGUALTIONS OF ANY STATE OR LOCAL LAWS OR ORDINANCES. INLET AND OUTLET. 115 VOLT OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, CODE INSPECTIONS, POST-DRAIN MODEL PD7020/A TIMED, AUTOMATIC, ELECTRIC DRAIN WITH ADJUSTABLE ETC. DURATION AND FREQUENCY, SELF-CLEANING, IN NON-CORROSIVE, NEMA 4X 9. ROUTE ALL PIPING ON THE WARM SIDE OF BUILDING ENVELOPE INSULATION. ENCLOSURE, 1/60/115 VOLT WITH ELECTRIC CORD. 10. COORDINATE ALL REQUIREMENTS FOR ALL POINTS OF CONNECTION WITH THE BASIS OF DESIGN: ZEKS MODEL 35 GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO BID. 11• PRIME ALL FLOOR DRAINS, DECK DRAINS AND FLOOR SINKS, HR-1 AIR HOSE REEL: DURO REELS 3/8"x50' MEDIUM DUTY AIR HOSE REEL. 12, COORDINATE THE LOCATION OF ALL CEILING ACCESS PANELS WITH BASIS OF DESIGN: DURO REELS 1901 ARCHITECTURAL REFLECTED CEILING PLANS AND LIGHTING LAYOUT. 13. ALL PIPING DISCHARGING INTO FLOOR SINKS AND/OR FLOOR DRAINS TO HAVE A MINIMUM AIR GAP AS REQUIRED BY LOCAL CODES AND ARRANGED TO PERMIT EASY REMOVAL OF FLOOR SINK BASKET STRAINERS. 14, BEFORE FABRICATION OR INSTALLATION, VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND OTHER EQUIPMENT PROVIDED UNDER OTHER SECTIONS OF THE SPECIFICATION. COORDINATE EXACT ROUGH-IN LOCATIONS AND REQUIREMENTS IN THE FIELD. 15. INSTALL ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS AND OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILINGS BEHIND AN ACCESS PANEL. SYSTEM = r DESIGN tire ) CONSULTANTS tic G 333 SE SECOND AVE. SUITE 100 PORTLAND OREGON 87214 503-248-0227 FAX 248-0240 CONTACT: BRUCE MS S cts v PRQFFS GtNE�-, sio DRN: BLM ORIG PROJ NAME: SHEET TITLE: SHEET: 32 OF: 48 DWG#: y DATE: ' DURHAM O&M PLUMBING 1 �;%' DSN: BLM DWG#: M105 mwa architects PLOT � � �r THIS BAR IS ONE INCH "iv � �� BUILDING LEGEND, SHEDULES DATE: �/ �R lO NW COUCH STREET T A CHK: GCB CAD FILE#: MWA1402P1O1 WHEN DRAWING IS FULL SUITE 401 G g Our commitment is clear. AND DETAILS PLC#: i , ��c PORTLAND,OR 97209 REMODEL 6;gRY C BPR��S 1/8" - �� SCALE. 1/1912016 PERMIT DOCUMENTS PSO39735151 APPD: GCB SCALE: 1 -0 REV# DATE DRN APPD DESCRIPTION 2550 5W Hillsboro Hwy. Hillsboro, Oregon 97123-9379 — F 503 973 5066 PHASE 1 B PRo#: 6687 EXPIRES 12/31/17 *.... • L.6 is is (,--i) (i-6). P.3 P.6 P.9 / //t / , ///// ,,,,e / ,40 i A ,,1 s,,,zr . ,, / f0A _, _ v3-/1' ' , _ 40///: Ad /// //// //'/Vir ' ,r,„.-. / r-•r .ter ,.i'' or r'MPIrI .wrwiis�l / , L , _ !0 i I t d y .---ct-A----- -----1 TU --•— ---_J� �_---1-1 t 1-111 1-Lj� �, t 1 iA l 1 1_11_______J l,j t 1 LI l 1 14 i ! l 11. 1 1 1.41_________J LL 1 .,-.. .__t- _ _.._ ,7 / ' ___jr I - OCW i - - ► I - - - - - --= -ar , ' fi 1 ' FIELD LOCATE AND REMOVE ALL EXISTING S PIPIN SERVING I I ° GA G V SHOP. /� ' OFFICE ' GAS HEATING UNITS 101 , 1 t 1 /1100 f 100 FD 00 FD ❑, 0 00 FD ❑, 0 o0//r/"./.04V 41 ,ft* 1 E 4"W E 4"W 1. 00 FD E 4"VY * 00 FD Q ® 0 O O FCO # OEYE WASH ae, : A 1 4 ./4 W tr t1 AND SHOWER t t , O 5"W 0 /0/ 5"VN 4"W �} I ;-A L. .J i O SINK �---�---� 1 I I I t t i { • .1.11M11 /0 j 1;7 II 4L J L J L J L J LAli J L J L J L . 7. 1-1 4i t � � r i / 1 a r 1 - -.'" ---.7- r Tr l � r l r l Ir i1� ---rt_ �" 1 J ii O i-�- 4 _411110 4"W HALLWAY ipr I I I1 1 t t t 1102 , t 1 1 /I 1 r1 OVA A - al i 1 r " , 1 jpr7do1 r t 1 X Liger Al 1REOM®4 W u 0 1EN1 i ''� �i RE TI R KEY NOTES L MOVE EXIS NG F�XTU ES1 1 1 1I� � U ■ Ir_ 1 1 1 ((i�Q �� pF1► COMPLETELY. ROUGH-IN PLUMBING ( REMOVE EXISTING FLOOR DRAIN AS SHOWN. CAP EXISTING WASTE PIPE • ;I .�, - $ SCJ FOR NEW FIXTURES IN NEW BELOW FLOOR OR GRADE. i t t r t Off' 0 r , LOCATIONS. 1 t / "r' 01, r Aarigil ! TOOL ROOM(P--)-- , N _� 104 �� 710 I 1 A 0 /9.6 � i*pr „ - _ ____ , _ _ 64,40rAile." l'''' Aies IL°° °0.0 0,07 ° / . , • � - 1 �1 COMROSOR� t to/ I 0 �$rPr .fi � 141 0 AI nrra x x {-LT-]--- IL,_...E.1-a-E9r-___- = ‹',v..,,...0.4,-4.5- - L>.. h G H Ijrfr}- ., PLUMBING DEMO FLOOR PLAN � IZ'�79 1 SCALE: 1/8" = 1'-0" p I SYSTEM DESIGN _ _ CONSULTANTS tic K EYP LAN SE SECOND AVE, SUITE 10a PORTLAND OREGON 97214 N.T.S. 503-248-0227 MYERS 240 � � PROF£s ti 1NPRE0Er, s> DRN: BLM ORIG PROD NAME: - • - SHEET TITLE:PLUMBING D EMC) SHEET: 33 OF: 48 DWG#: cy DATE: k.. { j � ;45A14 �DURHAM O&MDSN: BLM DwG#: M105 , mlUa architeCtS DATE: �/. THIS BAR IS ONE INCH ClearnWaber Services BUILDING FLOOR PLAN off • WHEN DRAWING IS FULL 7D SUITE COUCH P 101 `� >c GCB CAD FILE#: MWA1402P101Our commitment is clear. SHITE 401 PLC : Gly 1g�� SCALE. PORTLAND,OR 97209 REMODEL �3, 5 APPD: GCB SCALE: 1/8" = 11-0" 1/19/2016 PERMIT DOCUMENTS P5039735151 RY " REV# DATE DRN APPD • DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 F 503 973 SOSO PHASE 1 B PRO 6687 CWS � C. BPR PROD#: EXPIRES 12/31/17 • • L,G is ia N.3 P.1 P,3 i P.6 P.9 10.."....ArAiirArtror i :,..........., i er 4 41/1 ,,�� RELOCATE! EXISTING FIRE AND WATLR LINES pmrAkr.mriz;zrrjiirtr _ AS NECESSARY FOR NEW CRANE. ir/�/�� 3 3/4 N W - v __- '�sam r�L�� =�aJokar..�1►zs�irat_ -__a i ; --- ''ua s_ :�li —i 11 I, tLi ..; �; LAC 3 114 L1 C a Il • t- r -t r __-1 �car_ t�='1'- 1 _l lel - -_-- � 'i' - --- i ----: _ = ___ 4I -8" FIRE 4 I ,+__S - �.,�.._..� - ..J - ---1---4----E-- 1 '�! - -- -- -s--->_ m__ - – _ SPRINKLER _ t l ®CW ' 0 CW C'} RISER -1-. L J L. ('► 314"CW HB A o , �t A ■ a - w A—o---� o--] OFFICE t o o ; –r 100 , ®3/4"ADN 1 0 3/4"A , 101 a _ Q 3/4 / 6-- 1 a '� �3 CW(�E HR-1 3/4"A3/4"© I+IW 1 1"A .�, • LA_D 4" 0. 0.4"W 4" 00 0 EW-1 ____7 3/4"4 DN Nair 0 T L. __I \k,o, 46- / 1 ► HR-1 1 0E 5"W 1 i i I " ®5"W 0 3/4"CW ___2___ / \ 4"W t 03/4"A DN 1 1 I Ti- - - _ \ If ffl hIfH lffffflflllffff( L t111111f11(fffff§1f31hilill} i il illi ILL \ es A, s_i v. • 3/4.11w Ism.. Allill,— TD-1 ' ' - Ii. ----, 3/ _____4P ----� - - - _1 �_ WCO -o* � r- 7 _ _ _ _ _ L _i - - - - _ = 4 KEYNOTES 01/2"HW r- -, `"W _ , -__ =--arm l-**__ 4-7 -- �_4f-- - - - - -if - ig _ • ' pr - 1._- �_ _J -L� _J L �' E 4„W ' L____J -- _ J `L_ __J ` �i CONNECT TO EXISTING WASTE, VENT AND COLD WATER SUPPLY PIPING ©3/4"A DN I 0 3/4"A DN 0 F jB �� HALLWAY Q HB CAPPED DURING DEMOLITION PHASE. I 1 1 ItGWAIS 1102 , , ,� � � VERIFY ALL COMPRESSED AIR EQUIPMENT AND COMPONENTS WITH _ _ _ _ �I: _ _ _ _ _ ARCHITECT AND OWNER PRIOR TO STARTING WORK. COORDINATE ALL 1l" /�� I I j ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR. E 4 W ! , �: L-1 C $ • s � RESTROOM PROVIDE " } � � ,,� _ � 314 A DN INSIDE WALL. PROVIDE WITH QUICK-CONNECT, SHUT-OFF 1s �- U-1 103 VALVE AND DRIP LEG. SUPPORT ALL PIPING FROM STRUCTURE. VERIFY FINAL I ' ' pis 41 �"""' S` F -1 ' ' CONNECTION WITH ARCHITECT AND OWNER PRIOR TO STARTING WORK, �"��• . •j; 11--, ±..I 04 SLOPE COMPRESSEDAIR MAIN PIPINGAT1% TOWARD PURGE VALVE. WC-1 .� I I I 4011 0� TOOL ROOM Q CONNECT TO EXISTING 4” OR LARGER WASTE AS LOCATED AND VERIFIED IN _ _ _ _ _ _ _ _ _ _ _ _ _ _ /il{ �u �Q4 _ _ _ _— FIELD. 9 ' ' jer400 AC-1 s CONNECT TO EXISTING 3/4" OR LARGER COLD WATER SUPPLY AS LOCATED 111,1 FD-1 D-1 O AND VERIFIED IN FIELD. ROUTE WASTE TO FLOOR. ri, ��► i�r '�i��'1��1► 7 PROVIDE 3/4"A PIPING WITH SHUT-OFF VALVE FOR AIR HOSE REEL. PROVIDE ►or /A011;00,��;�/ `'�jiJri�,�- DRIP LEG W/ BLOW-DOWN VALVE. SUPPORT ALL PIPING FROM STRUCTURE. � VERIFY FINAL CONNECTION WITH ARCHITECT AND OWNER PRIOR TO STARTING 7 WORK. 1V.ylife,r .L �� /� s CONNECT TO EXISTING HW AND HWR AT WATER HEATER IN BOILER ROOM.0 0 PROVIDE 3/4"AIR DROP TO AIR HOSE REEL. COORDINATE EXACT MOUNTING ► ` COMPRESSOR LOCATION AND HEIGHT WITH ELECTRICAL AND WITH ARCHITECT PRIOR TO ROOMINSTALLATION. I ,eJ 1 . , i p 0 CONNECT TO EXISTING 2" OR LARGER WASTE, 1-1/2" OR LARGER VENT AND 314" OR LARGER SUPPLY PIPING AS LOCATED AND VERIFIED IN FIELD. o • O O O r r X X -CID rte- -i."li frivii OAPLUMBING FLOOR PLAN J � SCALE: 1/8" = 1'-0" Q I I cE;aJii88i I � GN CONSULTANTS tic - KEYPLAN � SE SECOND AVE. SUITE 100 - _ PORTLAND OREGON 97214 N.T.S. GBRIKE7 FAX ,s--0240 44.4' PROFS �4 ! INEE. s, DRN: , BLM ORI- PROJ NAME: SHEET TITLE: SHEET: 34 OF: 48 DWG#: 404' � 9 DATE: ' DURHAM O&M PLUMBING DSN: BLM DWG#: P105 mwa architects PLOT THIS BAR IS ONE INCH Services BUILDING FLOOR PLAN DATE: aeanW jr 70 NW COUCH STREET P I 05 / CHK: GCB CAD FILE#: MWA1402P105 WHEN DRAWING IS FULL PLC ly ��'` SCALE. Our commitment is clear. PORTLAND,OR 47209 REMODEL /3, S �� - �� 1/19/2016 PERMIT DOCUMENTS PSO3973S1S1 '9R}' B�,RN4' APPD: GCB SCALE: 1�$ - 1 -0 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 F 503 979 Soso PHASE 1 B PROcws 6687 PRO,I#: EXPIRES 12/31/17 4 • e_ e - 40100101641440000.0.4 .14010100111011 ELECTRICAL LEGEND PROJECT GENERAL NOTES 1. IT SHALL BE THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VISIT THE SITE PRIOR TO BID LIGHTING POWER SIGNAL AND FIELD VERIFY EXISTING CONDITIONS WHICH WILL AFFECT THE WORK SHOWN ON THE DRAWINGS AND IN THE SPECIFICATIONS, 2. PROVIDE PATCHING IN AREAS OF WORK NOT SHOWN ON ARCHITECTURAL. FINISH SCHEDULES O ,« CEILING LUMINAIRE: SURFACE, RECESSED r CEILING RECEPTACLE: DUPLEX © MANUAL FIRE ALARM STATION AND DRAWINGS, COORDINATE WITH ARCHITECTURAL DRAWINGS AND ELEVATIONS. PATCHING #-O FEI WALL LUMINAIRE: SURFACE, RECESSED ® SPECIAL PURPOSE OUTLET AS NOTED Q ® DETECTOR: IONIZATION, RATE OF RISE SHALL MATCH EXISTING, PROVIDE ALL LABOR AND MATERIAL AS REQUIRED. 3. VERIFY PHASING OF PROJECT WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 0– E--- WALL WASHER: SURFACE, RECESSED [)(i) FLUSH IN FLOOR OUTLET: DUPLEX, O ® DETECTOR: HEAT, PHOTOELECTRIC CONTRACTOR SHALL PROVIDE ADDITIONAL MATERIAL AND LABOR AS REQUIRED TO ENERGIZE TELECOMMUNICATIONS AREAS OF PROJECT TO REMAIN IN OPERATION DURING CONSTRUCTION AND PROVIDE ALL C.) FLUORESCENT LUMINAIRE: SURFACE, RECESSED iD— DUCT DETECTOR, TYPE AS NOTED TEMPORARY POWER AS REQUIRED. SW 'SW RECEPTACLE: SW DENOTES SHOW WINDOW I zL 1 FLUORESCENT LUMINAIRE: WALL MOUNTED RECEPTACLE INSTALLED PER NEC 210.62 E3 g FIRE ALARM: HORN, HORN WITH VISUAL 4. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC, REFERENCE ARCHITECTURAL FLOOR PLANS, ELEVATIONS AND DETAILS FOR DEVICE LOCATIONS AND MOUNTING HEIGHTS, INCLUDING BUT ;0 FLUORESCENT LUMINAIRE: STRIP d SURFACE OUTLET STRIP: DIMENSIONS AS M FIRE ALARM: VISUAL STROBE ONLY NOT LIMITED TO LUMINAIRES, AND FIRE ALARM DEVICES. IT SHALL BE THE ELECTRICAL SHOWN CONTRACTORS RESPONSIBILITY TO COORDINATE WITH DRAW#NGS, IF CONFLICTS ARISE m X F0 EXIT LIGHT: CEILING, WALLS (ARROWS AS SHOWN) Q WALL OUTLET: TELECOMMUNICATIONS CONTACT THE ARCHITECT AND/OR ENGINEER. OO JUNCTION BOX I.---' M 1E= DESIGNATES LIGHT ON EMERGENCY 1 WALL OUTLET: TELEPHONE ONLY 5. REFERENCE ARCHITECTURAL SPECIFICATIONS AND DOOR SCHEDULES FOR ADDITIONAL QQ -I [p DISCONNECT SWITCH: FUSED, NON FUSED ELECTRICAL CONNECTIONS REQUIRED. PROVIDE ALL MATERIAL AND LABOR AS REQUIRED 1---1- EMERGENCY BATTERY LIGHT Ei- WALL OUTLET: TELEVISION FOR A COMPLETE AND OPERATIONAL INSTALLATION WHETHER SPECIFICALLY SHOWN ON THE '(:). MOTOR CONNECTION ELECTRICAL DRAWINGS. $ $2 WALL SWITCH: SINGLE POLE, 2 POLE 04 WALL OUTLET: CCTV CAMERA $01.S a MOTOR STARTER: MANUAL, MAGNETIC, 6. MOUNT ELECTRICAL DEVICES PER CURRENT ADA REQUIREMENTS, COORDINATE WITH CODE $3 $4 WALL SWITCH: 3 WAY, 4 WAY COMBINATION K9 WALL CLOCK (PROVIDE DUPLEX OFFICIALS HAVING JURISDICTION. HEIGHTS SHALL INCLUDE BUT ARE NOT LIMITED TO THE RECEPTACLE) FOLLOWING: $K WALL SWITCH: KEYED © ® EJ CONTACTOR, RELAY, SOLENOID G PENDANT CLOCK (PROVIDE DUPLEX LIGHTING SWITCHES -46" AFF (CENTER LINE) $T WALL SWITCH:TIMER TQ TRANSFORMER RECEPTACLE) RECEPTACLES - 18"AFF (CENTER LINE) SSW-8 WALL SWITCH: LOW VOLTAGE ( ONT ELL(LTG CONTROL PANEL) -—0 CONDUIT FIRE ALARM SYSTEM COMPONET- SMOKE DATA/TELEPHONEAFF (CENTER LINE) � � WALLLL TELEPHONES -4848"AFF (TO TOP OF UNIT) NUMBER DENOTES SWITCH SEE E2.4 & E2.5 p DETECTOR "P" INDICATES PHOTO-ELECTRIC FA PULL STATIONS -48" AFF (TO TOP OF UNIT) ® ii PANELBOARD: SURFACE, RECESSED FA HORN/STROBES - 82"AFF (TO TOP OF UNIT) $pg WALL SWITCH: OCCUPANCY SENSOR Q RECESSED CEILING SPEAKER FOR FIRE FA STROBES - 82" AFF (TO TOP OF UNIT) SEE DETAILS FOR TYPE 1 i r .i CABINET: SURFACE, RECESSED ALARM SYSTEM $OS-2 WALL SWITCH: OCCUPANCY SENSOR 2 POLE $ME SWITCH: MOTORIZED SHADE CONTROL ACT DENOTES 6"ABOVE HIGHEST COUNTER TOP, HEIGHT NOT TO EXCEED 46"AFF TO CENTER SEE DETAILS FOR CPE LINE. SEE ARCHITECTURAL ELEVATIONS OUTLETS SHALL BE MOUNTED HORIZONTAL. $FAN SWITCH: FAN CONTROL, AS NOTED 7. ELECTRICAL EQUIPMENT SHALL BE LISTED BY A LOCAL JURISDICTION RECOGNIZED 0-- SENSOR: OCCUPANCY SENSOR, CEILING, WALL ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. INSTALLATION WILL OS OS SEE DETAILS FOR TYPES DUPLEX RECEPTACLE OUTLET, 20 AMPS, 125 MEET CURRENT NEC INCLUDING STATE OF OREGON ELECTRICAL CODE AMENDMENTS VOLTS, FLUSH WALL MOUNTED, +18"AFF OR AS 0 PHOTO DAYLIGHTING SENSOR NOTED ON DRAWINGS. PROVIDE 20 AMPS ABBREVIATIONS 8. ELECTRICAL DEDICATED SPACES: NO PIPING, DUCTS, EQUIPMENT FOREIGN TO ELECTRICAL Ds SEE DETAILS FOR TYPES RATING FOR SINGLE RECEPTACLE ON 20 AMPS EQUIPMENT SHALL BE PERMITTED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL DEDICATED CIRCUIT. EQUIPMENT. $D DIMMER, AS NOTED A AMPERE (AMP) TTB TELEPHONE TERMINAL BOARD 8 D DUPLEX RECEPTACLE OUTLET, 20 AMPS, 125 ' ACT ABOVE COUNTER TOP TIC TELEPHONE TERMINAL CABINET 9. DUPLEX, DOUBLE DUPLEX AND GFCI RECEPTACLES PER SECTION 16123 WILL BE 20 AMP ONLY. $FD DIMMER: FLUORESCENT VOLTS, FLUSH WALL MOUNTED, +18" AFF OR AS ADA AMERICAN WITH DISABILITIES ACT TV TELEVISION NOTED ON DRAWINGS ON DEDICATED 20 AMPS AFF ABOVE FINISHED FLOOR TYP TYPICAL 10, EQUIPMENT WIRING TERMINAL WILL BE LISTED FOR 75 DEGREE C WIRING TERMINATION. $VG WALL SWITCH: VOLUME CONTROL DEDICATED CIRCUIT. ARCH ARCHITECT UG UNDERGROUND C CONDUIT V VOLTAGE C/B CIRCUIT BREAKER 11. CONDUIT WILL BE EMT ONLY, 3/4" MINIMUM. $ND DIMMER: LED GFCI DUPLEX RECEPTACLE OUTLET, 20 AMPS, W WATTS PROVIDE CATS CABLE TO EACH FIXTURE 125 VOLTS, FLUSH WALL MOUNTED, +18"AFF CKT CIRCUIT WP WEATHER PROOF CLG CEILING XFMR TRANSFORMER 12. CONDUCTORS WILL BE TYPE THHNfTHWN. MANUF: SENSOR SWITCH OR AS NOTED ON DRAWINGS. PROVIDE 20 CU COPPER TYPE: nLIGHT AMPS RATING FOR SINGLE RECEPTACLE ON 20 CT CURRENT TRANSFORMER MC NOT IN CONTRACT SERIES: nWSXLV-DX AMPS DEDICATED CIRCUIT. EMERG EMERGENCY PA PUBLIC ADDRESS 13, LIGHTING AND MECHANICAL FIXTURES MUST BE SUPPORTED BY ADDITIONAL INDEPENDENT EMT ELECTRIC METALLIC TUBING PE PHOTOELECTRIC CELL NO. 12 GAGE WIRES ATTACHED TO EACH CORNER OF FIXTURE. PUSHBUTTON: AS NOTED tic DOUBLE DUPLEX RECEPTACLE OUTLET, 20 EXT EXTERIOR PNL PANEL BOARD AMPS, 125 VOLTS, FLUSH WALL MOUNTED, +18" FA FIRE ALARM PVC POLYVINYL CHLORIDE CONDUIT 14. CONTRACTOR SHALL FURNISH AND INSTALL A GROUND WIRE IN ALL CONDUITS. GROUND FLA FULL LOAD AMPS PWR POWER WIRES MAY NOT BE SHOWN, BUT SHALL BE INCLUDED IN THE ELECTRICAL CONTRACTOR'S 9 PHOTOELECTRIC CELL AFF OR AS NOTED ON DRAWINGS. PROVIDE 20 FLUOR FLUORESCENT SDP SUB-DISTRIBUTION PANEL BASE BID AND SIZED PER CURRENT NEC ARTICLE 250-94 AND 250-95. AMPS RATING FOR SINGLE RECEPTACLE ON 20 FCIC FURNISHED BY CONTRACTOR STR STARTER B DESIGNATES LUMINAIRE TYPE AMPS DEDICATED CIRCUIT. INSTALLED BY CONTRACTOR SV SOLENOID VALVE 15. CONTRACTOR TO TAG/IDENTIFY ALL CONDUCTORS FOR EQUIPMENT INSTALLATION. FOIL FURNISHED BY OWNER SW SWITCH NL DESIGNATES NIGHT LIGHT CIRCUIT CONDUIT HOMERUN TO PANELBOARD "HA" WITH INSTALLED BY CONTRACTOR TBF TO BOTTOM OF FIXTURE HA-3.5. TD TIME DELAY 16. FITTINGS: GALVANIZED STEEL TYPE ONLY, DIE CAST NOT PERMITTED. EXISTING TO REMAIN CIRCUIT 3.5. FOTO FURNISHED BY OWNER TP TAMPERPROOF INSTALLED BY OWNER 17. SLEEVES: PROVIDE SLEEVES FOR ALL RACEWAYS AND/OR WIRING THROUGH ALL FIRE-RATED jII CONDUIT HOMERUN TO LIGHTING CONTROL PANEL GFCI GROUND FAULT CIRCUIT INTERRUPTER WALLS, CEILINGS AND CONCRETE STEEL FLOORS. SEAL SLEEVES, AFTER INSTALLING ® EXISTING TO BE RELOCATED LCP1-24.26, "LCP1"WITH RELAYS 24.26. SEE SCHEDULE FOR GFP GROUND FAULT ROTECTION RACEWAYS, WITH APPROVED FIRE-RATING MATERIAL OF EQUAL RATING AS ORIGINAL HOMERUN TO PANELBOARDS GRC GALVANIZED RIGID CONDUIT FIRE-RATING. ® EXISTING TO BE REMOVED GRD GROUND HLO HANDLE LOCK OFFS I DENOTES NEUTRAL HP HORSEPOWER 18. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE. ELECTRICAL SHEET NOTE LABEL DESIGNATOR DENOTES HOT OR SWITCH LEG HPS HIGH PRESSURE SODIUM POWER PER LIGHTING PLANS: HZ HERTZ 19. ALL CIRCUITS SHOWN ON THE ELECTRICAL PLANS MUST BE PROVIDED WITH A SEPARATE INC INCANDESCENT NEUTRAL FOR MULTI-BRANCH CIRCUIT REQUIREMENTS PER CURRENT NEC 210.4(6). DENOTES ISOLATE GREEN GROUND WIRE JB JUNCTION BOX 1/2" CONDUIT WITH 2#12 WIRES KVA KILOVOLT AMP 20. PROVIDE LABEL FOR FOR ALL SWITCH COVERS, RECEPTACLE COVERS, AND END DEVICES I 1 1 DENOTES GROUND CONNECTION LV LOW VOLTAGE WITH POWER FEED (PANEL & CIRCUIT NUMBER(S)) . 111 1/2" CONDUIT WITH 3 #12 WIRES LTG LIGHTING PER POWER & EQUIPMENT PLANS: MCB MAIN CIRCUIT BREAKER ( I 1 1/2" CONDUIT WITH 4 #12 WIRES MDP MAIN DISTRIBUTION PANEL 3/4" CONDUIT WITH 2#12 WIRES, 1 #12 GREEN MECH MECHANICAL ( 1 111 3/4" CONDUIT WITH 5#12 WIRES INSULATED GROUND WIRE MH METAL HALIDE SYSTEM MLO MAIN LUGS ONLY DESIGN 11 ( III 3/4" CONDUIT WITH 6#12 WIRES 3/4" MV MERCURY VAPOR = Iii CONDUIT WITH 3#12 WIRES, 1 #12 GREEN CONSULTANTS NC 333 SE SECOND AVE. SUITE 100 INSULATED GROUND WIRE PORTLAND OREGON 97214 NOTE: ALL SYMBOLS SHOWN ON LEGEND 503-248-0227 FAX 248-0240 CONTACT: .EFFREY OARS DO NOT APPEAR ON DRAWINGS. ��o) PRO,ces s DRN: JJD ORIG PROJ NAME SHEET TITLE: SHEET 35 OF: 48 DWG# .� �NGINEE,Q /o* DATE: D ELECTRICALw Isis URHAM O&M PLOT DSN: JJD DWG#: E001 mwa architects BUILDING LEGEND & DATE: _ aRlrcr; THIS BAR IS ONE INCH aeanWater Services CHK: JFR CAD FILE it: E001=LEGEND-MWAI- O HEN DRAWING IS FULL �or�wCOUCHsT�E�T E0 1 SUITE 401 GENE RAL NOTES PLC#: NA 4� �`� Our commitment is clear' PORTLAND.OR 97209 REMODEL o 6, fs SCALE. 1/19/2016 JJD JFR PERMIT DOCUMENTS 'y9' G� APPD: JJD SCALE: NONE P503973506 FRANK R4 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 503 973 5050 PHASE IB CWS 6687 PROJ#: EXPIRES 12/31/16 JOMMANILAWNIIIIIIIWIIIIIII=010•11MMIIIIIIMINYINIIINIONINNUMIIIIIMIMIIIIMMIr • L6 a , : P 11(;3) P.6 P.9 1 ALi 74014 -' A 4 A t. o' 4 AI 4,1 ....... ........,,,, 47 i A/IL A.. ArrAOL... ....JW12112111,41011/ 1 er 0 -. 4111/ _ 71 i 1.1 ---Fm er , r r i , , _, ,______„________,,,,,______,„ ,_,,,, t._ ___ -1 -t 1-t4-t ft_t-t fr-Lt-t * t I Li l I L.1,1 I l_t t ) __e__ I L4 t I Utt I LI,1. I LO i k,-1 I 1 _ PROJECT DEMOLITION SCOPE OF WORK SCOPE: THE SCOPE OF WORK INCLUDES THE REMODEL OF THE EXISTING BUILDING. THE WORK -11, — — — LV- —- - - - - - - - -1_ _1r .-' I r-- 7 WILL INCLUDE BUT NOT BE LIMITED TO DEMOLITION 1 7 ar'.tV — — 0v%or — — — —1'-' (,)$Lv (-- $L7 -$1-8. . ®$1,_,.. , r 1 ill 1\ 0 0 ammiii0 1 Mini0 imum0 stemiim < \ 1 1 0 I (SEE BELOW) OF THE LIGHTING, POWER, AND 1 1 I I 1 1 \ > Li DISTRIBUTION EQUIPMENT SYSTEMS. THE DEMO OF r P l - i I ' (' 10 I 1 \,/ $ ALL MECHANICAL EQUIPMENT AND EQUIPMENT ,-- -1 ill 1 $ 11 0 1 1 I I° 1 PROVIDED BY OTHERS, ELECTRICAL CONTRACTOR ll 1 1 I 7 i 1 1 At0 .45 4. sume.07 ammo 0 .10.•4SIF mom 0 mum air am=0 i mom dy, 0 LI- -_-_ts.. v E_-1 Esimor . •••••0 0 _N.. , WILL DISCONNECT ALL MECHANICAL EQUIPMENT. 4,1! Afid -0 V7 Pi I , I I 0 DEMOLITION: ELECTRICAL DRAWINGS ARE le Ilk FAL rA. N _ _ _ ___A DIAGRAMMATIC, DEMOLITION INFORMATION HAS BEEN f I __.) Epl / 7C> ,---. -Eit- I Ei gl El 01 r.m.".7/Z5 ) $ V® ..... winiiim0 o j*". ...... \ 10 I I 0 immum0 1 a i -- - SDH::EsOAN::::::::Ni DRAWINGS, THE SR PE EC:I F:IDC AD TR AI 0\NNISN:: IANND ID Ci A(')ri ER SITE I BT EE LcOmWs.EERLVEACTTI:NI CSA.L [rE _ ........a mom 0 mom 0 ( lu 0 mom 0• 1'16 mom 0 0 nom 0 -// 1 ma / , 1 7 1011 1 1 I 6-- _ i 0:4 / $ 0 II THEIR ACCURACY IS NOT GUARANTEED. IT WILL BE THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VISIT THE SITE PRIOR TO BID AND VERIFY ALL 0 n n II n n 11 n n __Li 7. n X n - n 1 n EXISTING CONDITIONS PRIOR TO BID AND INCLUDE 1 1 1 1 ALL LABOR AND MATERIAL REQUIRED FOR THE WORK 0 limmek tammo0 0 I l'amum0 0 imism0 0 11 . '' 0 4,1\ _4 II II II 1 II ii II II ii II \ —0 ,..r, I 0 —0 0 ii II r—o-,/ il li II 11 0 i s- 1k INDICATED IN THE CONSTRICTION SET ii \ Oh I CV I I > II I II II I II ll II ll < : \ 11.-4 1 r _, --—-I II II 1 II THE PURPOSE OF THE DEMOLITION INFORMATION IS I ./If 11 11 11 11 11 11 ) INII. II lei ill I i.;IL _ _ile ty___,____ _ ' II ii II i \,> 1 TO OUTLINE A GENERAL DIRECTION OF WHAT NEEDS .ams2gpitaimml=Mu klia a ma----lrillIIHNIIIIR - 11911111•1111M- m______ immok TO BE REMOVED TO ACCOMPLISH THE RENOVATION / 0 UM . 4 IIIN .IV 0 1 0 OK2 0:ii'. :.• Pir i WORK. THE WORK IS DIAGRAMMATIC IN NATURE AND IS NOT INTENDED TO BE ALL INCLUSIVE. THE memo 0'.mil CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING -----N\ '---------/ rr 1 ..TAP4 n" iiiM 11 sr Fr Afro- Atil - _ . riviso__ I I ___ ____ ___ CONDITIONS AT THE SITE AND INCLUDE ALL WORK EVIDENT BY SITE INSPECTION WHETHER OR NOT / arildrevir 1 0.011 „go 0,1 por 0 II liu i SHOWN ON THE DRAWINGS, TO ACHIEVE THE DESIRED RESULTS INDICATED ON THE DOCUMENTS 411 tar _.1 1 1 1 . 1 FOR THE FINISHED SPACES. 0 " I 1 1110 0 I / J L I INTERIOR LIGHTING - REMOVE ALL EXISTING INTERIOR 4) r'l _ _ _ 0A1 g I AZ 1 iiiiii° _ ' _ ® 1 _ _ _ _ _ _ _ _ _ __ LUMINAIRES AND ASSOCIATED CIRCUITING UNLESS NOTED OTHERWISE ON DRAWINGS INCLUDING BUT NOT BE LIMITED TO SWITCHES, CONDUIT, WIRE, AND 111 0 ex...11 I I SUPPORTS BACK TO PANELS. I AB 0122,2711,01, 9.6 PaorPt „AirA ow ws, ',far? ' _ __ __ _ _ _ __ ;or ,44rirf, rotsir4r0;'. . AKArirtAdi 7 000 49 0° 4/ 0 ° 01- 0 0 >< >< • • 0`Al FLOOR PLAN - LIGHTING DEMO (-\ •\ SCALE: 1/8" = V-O" KV & SYSTEM DESIGN CONSULTANTS tic. 333 SE SECOND AVE, SUITE 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT: &FREY DAVIS ((e\ ,, 00E4'Via oRN:JJD ORIG PROJ NAME: SHEET TITLE: SHEET: 36 OF: 48 DWG#: * DATE: = DURHAM O&M ELECTRICAL g 4 18.5. 1- DSN:1.1D DWG it: E101 , mwa architects PLOT THIS BAR IS ONE INCH CleanWaterServices 70 NW COUCH STREET . BUILDING FLOOR PLAN DATE: I 'l 01 OREGON CHK:JFR CAD FILE 9:E I 01-1. DEMO-MWA1402 WHEN DRAWING IS FULL SUITE 401 LIGHTING DEMOLITION Ftc#: NA ,.... 44'0 Cst§1 c) SCALE. 1/19/2016 JJD JFR PERMIT DOCUMENTS Our commitment is clear. PORTLAND,OR 97209 REMODEL 04,A, • 6, ‘ 43- APPO: JJD SCALE: 1/8" = I-0" P SO3 973 S151 'r PRANK ik° REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 F 503 973 5060 PHASE 'I Bcws 6687 PROJ#: EXPIRES 12/31/16 €=G - c - - • 1..6 Qc03 P.1 P.3 P.6 P.9 / ''A, 01 / I 10iAl PROJECT DEMOLITION SCOPE OF-WORK 1 11 1 4' r • / • 4_,A , i, _`�►., SCOPE: THE SCOPE OF WORK INCLUDES THE rEr DISCONNECT EXISTING REMODEL OF THE EXISTING BUILDING. THE WORK IPIr AIR COMPRESSOR AND WILL INCLUDE BUT NOT BE LIMITED TO DEMOLITION - II ' DEMO WIRING COMPLETE ' (SEE BELOW) OF THE LIGHTING, POWER, AND 0 — ,-ter / .,.,r I � 11 �, .� ,i , ---- t--.- 1 t `-t ,_ii_ t--- -1 t I -_.._J- t ,� t r t I 1 t r t I t f 1 1 t I t t .:_._, DISTRIBUTION EQUIPMENT SYSTEMS. THE DEMO OF _ r"- Acp $LJ1 - - _ - _ 01) 4r ♦ _ — _ -Sly -$LV 1 ■ d�I' 1 r 1 1 c - - y — ALL MECHANICAL EQUIPMENT AND EQUIPMENT 10, © r-_ 1 0 01 0 0 0 ' O 0 10 -1 II t 1 L---1 '• 11 Q O o PROVIDED BY OTHERS, ELECTRICAL CONTRACTOR WILL DISCONNECT ALL MECHANICAL EQUIPMENT. l� DISCONNECT G' HEATER L 11/ WIREMOLD rl , Q WIREMOLD , ■'' 1 I,I I } x r- AND DEMO - COMPLETE � ' - � 1 I I / p DEMOLITION: ELECTRICAL DRAWINGS ARE �� j I 1 L----------- �__ LJ DISCONN:i CT GAS HEATER DIAGRAMMATIC, DEMOLITION INFORMATION HAS BEEN ' x7 ► 7 , DISCONNECT GA HEATER , AND DEM WIRING COMPLETE , , SHOWN ON THE CONSTRUCTION DRAWINGS, IN THE I REMOVE FEED T ,ITRACIK I ! �� SYSTEM, BACK T'�� MCG IN AND DEMO WIRINI' COMPLETE SPECIFICATIONS OR INDICATED BELOW. ELECTRICAL •I , ELECTRICAL ROS I DEVICES AND EQUIPMENT ARE FROM EXISTING II/ ,I r I r 1 LI � ci r ' ' RECORD DRAWINGS AND/OR SITE OBSERVATIONS. -� ! it f p II (NI a 1 b O THEIR ACCURACY IS NOT GUARANTEED. IT WILL BE t_i •i1 • /, 1i , t® , •_ I Q ,r_ 7 THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO leisolle.® I (-- + ( VISIT THE SITE PRIOR TO BID AND VERIFY ALL 1 DISCONNECT EXISTING ROOF EXHAUST F S I I CONNECTI INS TO JIB CRANES (c 1\ ``11 DISCONNECT EXISTING ROOF EXHAUST FANS 1 EXISTING CONDITIONS PRIOR TO BID AND INCLUDE _ II W I -46----------WIREMOLD Q I� iI AND MAINTAIN ELECTRICAL FOR NEW FAN i AND MAINTAIN ELECTRICAL FOR NEW FANS i' ALL LABOR AND MATERIAL REQUIRED FOR THE WORK I 1 I 1 xIINDICATED IN THE CONSTRICTION SET I I REMOVE E` ECTRICAL - .� -, ii I (; , , , _,,, THE PURPOSE OF THE DEMOLITION INFORMATION IS — Aro/ 11 (1 - DISCOI\\ECT GAS HEATER I r '`I DISCONNECT GAS HEATER-Th ■ TO OUTLINE A GENERAL DIRECTION OF WHAT NEEDS 1 10 111H I' 'I AND DEMO WIRING COMPLETE ' �. I AND DEMO W RING COMPLETE OI TO BE REMOVED TO ACCOMPLISH THE RENOVATION O Q ,. �' Q Q Q j' �, C > I WORK. THE WORK IS DIAGRAMMATIC IN NATURE AND D x a x y v I \ 0 _ �'' _ _ _ 111 p.a it_$w _ _ _ __ ,■;,,, _ _ _ _ _ , — = 5c J IS NOT INTENDED TO BE ALL INCLUSIVE. THE 7.4 - t -- lr I�. -, - - -,rJ _..- •_ _ r , 1 1 if " r- i 1 ' 4 _- -1 r-;-1 _ _1 r---� -"` CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING Oil-1r � F CONDITIONS AT THE SITE AND INCLUDE ALL WORK 4 0 1 1 Q WELDING EXHAUST FAN EVIDENT BY SITE INSPECTION WHETHER OR NOT 4 I DISCONNECT ELECTRICAL TO MOTORIZED I 1 ill �A.w•,.■►-..••� r F me — —I I DISCONNECT ELECTRICAL TO MOTORIZED SHOWN ON THE DRAWINGS, TO ACHIEVE THE _ I,: _ DOOR TO B REPLACED. REMOVE A "a11i,d r ,5._._ n N I� DOO TO BE REPLACED. REMOV ALL __._ �� - D SCONNECT EXISTING �Il��+��`AVE — o o DESIRED RESULTS INDICATED ON THE DOCUMENTS ASSOCIATES ELECTRICAL AND CONTROLS ...r....r AVE ASSOCIATED ELECTRICAL AND CaNTROLS 0 ' MAINTAIN F EDER FOR NEW DOOR. ' EXISTING RTU AND DEMO ' % III' - 7CO FOR THE FINISHED SPACES. f MAIN AIN FEEDER FOR NEW DOOfk. (0 WIRING COMPLETE Ali i 1 I I �, a s PII 0 I1 I I a, - ELECTRICAL DISTRIBUTION - EXISTING DISTRIBUTION II 0 taw _ I I W w I I EQUIPMENT TO REMOVED UNLESS NOTED �� ill I I = OTHERWISE. CONTRACTOR TO FIELD VERIFY. ' ' ' ' ' �IAI 0 ' ' ' POWER AND TELECOM- REMOVE ALL EXISTING r, I DISCONNECT EXISTING EXHAUST FAN �� /I AND DEMO WIRING COM LETS POWER AND DATA DEVICES AND ASSOCIATED /I �I I 9 s - - I - - - - - - CIRCUITING WITHIN SPACE UNLESS NOTED 9 / I I IC/ OTHERWISE ON DRAWINGS INCLUDING BUT NOT BE EXISTING EXHAUST FAN "Fir _,_ EXISTING EXHAUST SYSTEM TO REMAIN �lo priarifArlIFIFF, TO REMAIN LIMITED TO CONDUIT, WIRE, AND SUPPORTS BACK TO ��I I '`/ IPANELS. CONTRACTOR TO FIELD VERIFY. 9.6 - - - - - _ - - - - - - - - i' ir ' � i ,' r iii _ -- I 00017471 ''� MECHANICAL - SEE MECHANICAL PLANS FOR i , ► I I ADDITIONAL DEMOLITION INFORMATION. I r..41‘,..41AAI"IrirA10 ,A, , . AGE r i 7 r. 1 10 EXISTING TO REMAIN ENERGIZED 1N HATCHED �� ARA. EXTEND EXISTING BRANCH IRCUIT TO N PANEL LOCATION. PROVIDE A L LABOR AND MATERIAL INCLUDING BUT NOT BE LIMITED TO A CONDUIT, WIRE, JUNCTION BOXES AND/0/ SUPPORTS, CONNECT CONNECT COMPLETE. of /fil, a ler,, Op;. 0 G, 03 A x 0 FLOOR PLAN - PWR DEMO SCALE: 118" = 1'-0" c::0 (1 ) SYSTEM DESIGN CONSULTANTS tic 333 SE SECOND AVE, SUITE 100 . PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT: &FFREY DAVIS ��p PROFFS �� J ERN: - PROJ NAME: - SHEET TITLE: SHEET: 37 OF: 48 DWG#:NI SH � �� fQ� ORIG - -44 M DURHAM O&M ELECTRICALfJJD DATE: PLOT DSN:JJD DWG#: E102 ,,/�p� mu.la architec#s BUILDING FLOOR PLAN DATE:THIS BAR 1S ONE INCH �/L\rCiil GlWi i.JNW Y1CeS TtINWCOU[HSTREETE1 O2 cHKJFR CAD FILE#E1o2-P DEMO-MWA14 )2 WHEN DRAWING IS FULL SUITE 401 REMODEL POWER DEMOLITION NA �� 'SCALE. Oar comautment is char. PaRrtANp,pR 9np9 PLC#: 9 ��1/19/2016 JJD JFR PERMIT DOCUMENTS Psp397351st PRANKRdC' APPD:JJ D SCALE: 1/8" = 1'-0" WS ROD#: EXPIRES 12/31/16 L.6 is 0N.3 P.1 P.3 P P.91 _ rc PROJECT DEMOLITION SCOPE OF WORK �i SCOPE: THE SCOPE OF WORK INCLUDES THE -- _ - /� 40 REMODEL OF THE EXISTING BUILDING. THE WORK ,,,�/1 i > A / 7 / jr, WILL INCLUDE BUT NOT BE LIMITED TO DEMOLITION .4 ifr �'�///�/ �/�. ._�..�! �._._' !...��.:!� / --.0 (SEE BELOW) OF THE LIGHTING, POWER, AND M, 1 DISTRIBUTION EQUIPMENT SYSTEMS. THE DEMO OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT _ Adiay, II ' PROVIDED BY OTHERS, ELECTRICAL CONTRACTOR r -� t t -'-- t 1 t 1 ,_, �_ --- -t I 'I t t = 1 1 l 1 t J 1 1t 1 t 1 C ) l 0 °r �� Li , �� ►9r. �' -— WILL DISCONNECT ALL MECHANICAL EQUIPMENT. 1 �I 1 1 Op ' a I i�l <\ \�D 1 I o I 0 11 00 II 0 00 0 0 J 0 0 DEMOLITION: ELECTRICAL DRAWINGS ARE r 1-' ;» 0 Bq 1 I a DIAGRAMMATIC, DEMOLITION INFORMATION HAS BEEN 1 f.L G)p ' , ' a 1 , i�1 I , ' , SHOWN ON THE CONSTRUCTION DRAWINGS, IN THE ff I ap LL-_-_-_--J 1 1 I 0 SPECIFICATIONS OR INDICATED BELOW. ELECTRICAL DEVICES AND EQUIPMENT ARE FROM EXISTING �` -i ,11 ' ' ' ' o© ' o Q Ni){ ' 01� " RECORD DRAWINGS AND/OR SITE OBSERVATIONS. vor i -2 1-1 -.--' - — — — — — — — — — — —� THEIR ACCURACY IS NOT GUARANTEED. IT WILL BE i C, , Cl ■, , , THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO /� - i I r r 00. VISIT THE SITE PRIOR TO BID AND VERIFY ALL t.r I 0 I (`�1 0 ( \) 0 00 ( \100 000 ( 1 ©© ■ EXISTING CONDITIONS PRIOR TO BID AND INCLUDE 1 if \--1 1 \ , 1 _ a f I t — 1 ALL LABOR AND MATERIAL REQUIRED FOR THE WORK J 11 / INDICATED IN THE CONSTRICTION SET DMC 1 I 0 I 1 r.- �1 4- `\` i/ Q IGI - is * © j' ` ' ' © i• 0 d ' 0( 00 ' 00 i THE PURPOSE OF THE DEMOLITION INFORMATION IS 0 n i n n n n n n 0 u n n n n I TO OUTLINE A GENERAL DIRECTION OF WHAT NEEDS ' IIII II l� II II I II II II II r �� 1 II II 1 TO BE REMOVED TO ACCOMPLISH THE RENOVATION I II II I II I{ 11 II it II II II -" ii II I WORK. THE WORK IS DIAGRAMMATIC IN NATURE AND F i -�© -f1` II I II II II II II II I 1 II II II Ik I . . IS NOT INTENDED TO BE ALL INCLUSIVE. THE 'H`< II � II I► II II I 11 ii I ii 1I � 1 \, PI 1 0 Q , \ 0 pm a0 00 H ii 00 <II OI CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING L I , i{ i ii II Il ii i1 II i I 00111 (- ,� u Ii iI II II I CONDITIONS AT THE SITE AND INCLUDE ALL WORK ., �. ` ST _L._�-_ _ _ =�".1_ . , l_.._ = _ — —1 f..._ _ ..-..1._ ._.L._ .�1 I pL — © _IIMI — — — — — — _ —� — — _ _ �_ — — a _ _� „�....r = — _ EVIDENT BY SITE INSPECTION WHETHER OR NOT 7 4 - Ily ___ - — — - - - _ - - - -- - - >F if ��'� 111 SHOWN ON THEDRAWINGS, TOACHIEVETHE DESIRED RESULTS INDICATED ON THE 0 I O O n I CA DOCUMENTS I I ��!r:�.�..��.� ap° ©(alp ©1 '` t ; FOR THE FINISHED SPACES. _ _ IUB /./�`,�i e1 I _ . _ __...— - I _ gil _ FIRE ALARM - UNLESS NOTED OTHERWISE FA DEVICES EXISTINIG RTU TO BE !� .7 ' REMOV D. REMOVE I j►11 i � ' ' SHALL BE EXISTING TO REMAIN. PRIOR TO ANY WORK EXISTIN DUCT DETECTOR II S, 0 ©o -� THE CONTRACTOR WILL TEST THE ENTIRE FIRE Il0, g 00 I ALARM SYSTEM WITH AN OWNER REPRESENTATIVE O TO VERIFY THE EXISTING CONDITION OF THE SYSTEM. J�j — — e — _ CONTRACTOR WILL BE RESPONSIBLE FOR AREAS NOT IVP { __ _ _ , FULLY FUNCTIONAL AFTER REMODEL IS COMPLETE. �I _ _ ' _ _ _ - _ _ _ _ _ _ _ _ _ - - - - 0 - - _ _ - - - -— MECHANICAL- SEE MECHANICAL PLANS FOR i®-- S� AS . 13'0 ADDITIONAL DEMOLITION INFORMATION. O �r I FO/r/74, a 9.6 err lifir-71111rAir-4-1w• AwarAANNE2 ;�.- 0 i KEYED NOTES j r �r i RELOCATE I G {} RE OG TE EXISTING FA DEVICE FROM CEILING BEING ' ' ' ' ,� ' ' REMOVED (SEE ARCH DEMO PLANS). LOCATE ON ,_ EXISTING FIRE ALARM TO REMAIN ENERGIZED IN STRUCTURE, PROVIDE ALL LABOR AND MATERIAL ,11.7,40, r� HATCHED AREA. EXTEND EXISTING FA CIRCUIT.,� INCLUDING BUT NOT BE LIMITED TO CONDUIT, WIRE, ' ' ' PRO IDE ALL LABOR AND MATERIAL NCLUDING JUNCTION BOXES AND SUPPORTS, CONNECT 0" 0° T BE LIMITED TO CONDUIT, W RE, GOMPLETE, JUN TION BOXES AND SUPPORTS, C NNECTo COM LETE. 0 RELOCATE EXISTING FA DEVICE FROM CEILING BEING REMOVED (SEE ARCH DEMO PLANS). LOCATE IN NEW LOCATION SHOWN ON DRAWINGS, EXTEND FIRE ALARM CIRCUIT PROVIDE ALL LABOR AND MATERIALINCLUDING BUT NOT BE LIMITED TO CONDUIT, WIRE, a r a JUNCTION BOXES AND SUPPORTS, CONNECT COMPLETE. Q REMOVE FROM WALL AND RELOCATE TO NEW �, r� FURRED WALL. LOCATE IN NEW LOCATION SHOWN ON DRAWINGS, EXTEND FIRE ALARM CIRCUIT PROVIDE x X ALL LABOR AND MATERIAL INCLUDING BUT NOT BE LIMITED TO CONDUIT, WIRE, JUNCTION BOXES AND SUPPORTS, CONNECT COMPLETE. CONDUIT WILL BE CONCEALED IN FURRED WALLS. NO EXPOSED OR -CL-1 117-— SURFACE MOUNTED CONDUITS WILL BE ALLOWED ON �� allT �- WALLS. I, -LH -40.,e,-4,„- -A4g:--J-'*-'L--' JJQ RELOCATE BEAM DETECTOR, PROVIDE STRUCTURAL ---1`i-" : POST IN SAME LOCATION, MOUNT FA BEAM DETECTOR )��T ` � FLOOR PLAN - FIRE ALARM DEMO 1= CAPER MANUFACTURER'S REQUIREMENTS. FIELD SCALE: 1/8" = 1'-0" VERIFY LINE OF SITE WITH RECEIVER. H __ _ _ .: SYSTEM 1 Ieviir%;je-j) DESIGN CONSULTANTS tic K EY P LA N 333 SE SECOND AVE. SUITE 100 PORTLAND OREGON 97214. 503-248-0227 FAX 248-0240 N.T.S. CONTACT: JEFFREY DAMS � PROFFS (//c.:c) `c,��' NGINEE�, Jro PROJ NAME: SHEET TITLE: SHEET: OF: DWG#: 38 48 ' 18197 9 DRN: ORIG h� JJD DATE; ��,,,..�1 DURHAM O&M ELECTRICAL PLOT i DSN:JJD DWG#: E103 . , mwa architects BUILDING FLOOR PLAN DATE: OREGON THIS BAR IS ONE INCH �Watt+�I ��c� 70 NW COUCH STREET c FIRE ALARM DEMOLITION PLC#: NA E °Fc �� `� CNS JFR CF11 E903-FA DEMO-MWA14C} HEN DRAWING IS FULL _ Our commitment is clear.. SUITE 401 PORTLAND,OR 97209 REMODEL `12 4`'c 6, 1 ��- SCALE. 1/19/2016 JJD JFR PERMIT DOCUMENTS P 503 973 5151 �F' g- APPD: JJD SCALE: 1/8" _ v..0" REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 F SO3 s»sass PHASE B Cws 6687 RANK PROJ#: EXPIRES 12/31116 • OUNT TYPE B L.6Ia +8'-0"AFF TYPICAL (31) P.1 P.3 P.6 P.9 ` , (4), PROVIDE - -- - "_ INDEPENDANT WALL S P a•RT ' +11' r" I 1 t E. •_ _ 4o .�� , . , - L..Y_.I.,__A ., . _,• ., -0 $4._ Ad ..... er or -- prierPr GENERAL NOTES. 0 it ' - -� A s mow,®aar�Qi�c�3ae I I��=� JZILL=;4�j�l�ilikit�aocL=t�AU��iEI . t 1 I ___ A_I i I 4 1 4 t.-_____L41, l I t 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO REFERENCE rAirepr, 1 -- CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE FOR INV-1 ��---------1-- -rtea rinauffimi, �•-B ,�'_"-B ��•- : ��^__�_-_ t - y�_+____II _____-_ �� 01i CONDUIT FILL FOR THE EXACT TYPE OF CONDUCTOR BEING 1 I a ,_ - ,, a A A A A A A AIMOUNT TYPE A© INSTALLED AND SIZE THE CONDUIT AS REQUIRED BY CODE. n C INV-2 - ww i +14'-5"AFF, TYPICAL. wc 13020 53 - c c c c c cZ r i I Z Z I i i 1,o Oso II o o o a o o ' COORDINATE WITH 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY N j E1 I� ►'� ! NI _ a - N it' ► O TOP OF BRIDGE VOLTAGE DROP FOR EXACT ROUTING AND LENGTH OF ALL HEIGHT SWITCH FOR CONTROL O a �� - _ `? � II Y INFri _; 101 = ♦ CRANE TURE CONDUCTORS.- C� �-cs ' �, c., .� .'4 Al 2-' _� 13021-3 • U LETTER INDICATES DIMMING '" I w _ " .".._ ,.� - ��• ....-- ZONE, TYPICAL (� k� I � � AIL 3. ALL MOUNTING HEIGHTS FOR LUMINAIRES ARE TO BOTTOM OF II a RM.= , ► 1 I n 1 I I FIXTURE OR AS NOTED IN LUMINAIRE SCHEDULE. Il •• C il A A A A A A A A => t 13021-1 4. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR C C , C , c I c 1 - c c 1 C I c I c rj X TO START OF WORK. NOTIFY ARCHITECT OF ANY It r t l a ° -- "� , = DISCREPANCIES PRIOR TO START OF WORK. --1 r r ----1 1 4-41- . 41 Z I) !Ni i ■. 1 I I . I i -¢-Os • • * I� -c -.os • •j . .as 5. PATCH AND REPAIR EXISTING WORK DAMAGED DURING F- M moo ► \ CONSTRUCTION OF NEW CONDITION. i II O �" I O 1 O a , a�` 0 a . , o ._r, } � , IIIA A A A f A 3021-5 A A 6. ALL CONDUIT WILL BE A MINIMUM OF 3/4", MC CABLE IS 1/ il: • Q PERMITTED IN CONCEALED SPACES ONLY ON THIS PROJECT. i Ip b 1 i rs e I e I e� d I d t d I d © I I mi"...L .......,. 1— 7 f I z �. i— �l _ KA I C B �� i 7. CONDUIT WILL BE CONCEALED IN FURRED WALLS. NO EXPOSED 7.4 - - Ii , 1 t I � i , _ -— RF CONDUITS ALLOWED N S. OR SURFACE MOUNTED ON UITS WILL BE LOW D 0 WALL '� - • is 130 1-1 I� ill �IgairE.. D NL - ,�' D D-•*•--- =' IP, 8. JANITOR, UTILITY, STORAGE OR SIMILAR TYPE ROOMS OPEN TO Ii MOUNT TYPE C @ , MOUNT TY ,E B @ ,\r �,.,� HAL WAY �� , , , STRUCTURE, LUMINAIRES WILL BE SURFACE MOUNTED © - I� - +10'-0"AFF, TYPICAL _ - - +8'-0"AFF, TYPICAL _ _ _ _ _ _ A �j _ 1 i FIpT_II _ _ _ _ _ _ _ _ CEILING OR CHAIN MOUNTED +10`-0"AFF WHICHEVER#S LOWEST0 - - ►V IN ALL CASES LUMINAIRES WILL BE MOUNTED BELOW DUCT (4) ( / CONNECT TO E�-1, I 1 1 I I /,� �1„, � 1 111/ � . L I i 1 �� T _ r SEE E301 WORK, COORDINATE WITH MECHANICAL CONTRACTOR. I GEN NOTE#8 er 1 I 1 i APPLIES 1 I RESTROO - ID �, 1 CORNER MOUN , 9. PROVIDE LABEL FOR FOR ALL SWITCH COVERS, RECEPTACLE I 103 TYPE FE @THE COVERS,AND END DEVICES WITH POWER FEED (PANEL& `"11'�f �! �; , CEILING. CIRCUIT NUMBER(S)) I t , �III� 1 411 �pOOLROOM_ _ _ _ _ _ _ _ _ I _ .: _ _ _ _ - _ li _ _ �� _ _ _ _ _ _ _ _ _ — gs►� I 1 1 t I �� p �rsr�•w � �F �Oil1 i I��_ GEN NOTE#8PARTIAL LEGEND (LTG CONTROLS) r APPLIESg6 - - - t - - - - I - - - ! - - - - 1 - - - ! ....r.f....`ate...., , :.op,,,.�' _yA - — $ �- reA �� INTERMATIC: FF32H (2-HOUR TIMER) T ' ' r EXISTING TOR AINENERGIZED INHATCHED ' SENSOR SWITCH:WSD-2P $OS 071PrjeriplrOwyAwy , , • , � REA.-EXTEND ISTING BRANCH CIRCUIT TO HEIGHT: HPODM DX $N 1 1 1 1 • I • / NEW PANEL LO ATION. PROVIDE ALL LABOR AND MATERIAL INCLUDING BUT NOT BE LIMITED TO I CONDUIT, WIRE,JUNCTION BOXES AND HEIGHT: nPODM 2P DX $N-c,d,e i t r t :,r/ PPORTS, CONNECT COMPLETE.IHEIGHT: nPODM 4P DX $N-c,d,e I nLIGHT: nCM6 RJB - -0s I/ HEIGHT: HCM ADCo-os isiNOTE:#'I -CONNECT nLIGHT ENABLED FIXTURES AND nLIGHT CONTROL • COMPONENTS VIA CATSE CABLE PER MANUFACTURES iS� - r , !ar J 1 - - RECOMMENDATION. x x #2- PROVIDE FACTORY ENGINEERED DRAWINGS SHOWING EQUIPMENT, LAYOUT, SYSTEM RISER, WIRING AND COMPONENT DATA SHEETS. #3 - PROVIDE FACTORY AUTHORIZED SYSTEM START-UP AND OWNER TRAINING. �� LIGHTING PLAN SCALE: 1/8" = 1'-O" KV = SYSTEM DESIGN 11-1 CONSULTANTS tic 333 SE SECOND AVE, SUITE 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT: .EFFREY OAKS PROpe. ERN: ORIG PROJ NAME: SHEET TITLE: SHEET: OF: DWG#: (15 �C'c��1GIN EES, sig, 39 48 / 18i 97 9 JJD DATE: - -4 M DURHAM O&M ELECTRICAL. /' PLOT asN:JJD DWG#: E201 THIS BAR IS ONE INCH mwa architects BUILDING FLOOR PLAN DATE: ORE ON cHt<:JFR CAD FILE#E20 1-LTG-MWA1402 WHEN DRAWING IS FULLE` IIWr Services '°"`"`°U`"STREET E201 SCALE. Our commitment is clear. SUITE 401 REMODEL LIGHTING PLC NA goy°� ' �� PORTLAND,OR 97209 , 1/19/2016 JJD JFR PERMIT DOCUMENTS P 503 973 5151 *f RANK 10G APPD:JJD SCALE: 118" = 1'-0'� PHASE 1B cws . REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 F 503 973 5060 66$7 PROD#: EXPIRES 12/31/16 L.6 + P.1 f."-i) P.6 P.9 _=_ _ 01 4 0,,,L, , . , , .___ „ 1 , c z ..... c _ _ _ ,._ ,,, 4_ ..._ ._ . _ .,_ _ _ _A: or iri A / APrArAr AI' , ,..-..„.".,., wrArarAmonmeer air AAA.= . .mwri Air..aler. 801r4loranimmolvAmmorAmp... -Pi' er eir lePPr t t t 0 _�gal� 4 1 i ' ' =;�iIIiii�ii3 iij�iuit k &. _t'. kis�li�i'siiiJETrti ii'ujis +�ksim��r imam.'� I i L-_�_1 I %. A L i I ' I i _- 29.5 33.1 38.5 38.4 39.5 39.8 38,6 36,9 33.7 30, ( 45A 49.1 51.8 53.3 54.2 54.8 • .7 . .a 6E.E �,0 48.8 4F rl rxti$.3 493 (4Ec ertzb.8 444 4Act3 a2 46.7 47.8 48,2 47.3 45,7 43.9 42,7 42.5 43.$ 45.4 47,1 48.2 X48.1 47.t 45.7 44,5 44.2 46.0 48.5 48.0 4%0 48.d 47.9 46b 45,4 45.3 48,4 48.3 50,3 1.9 62.8 52.8 522 51.7 51.4 50,9 49.8 47.0 43.0 , GENERAL NOTES. �. _ a s a.. ar • �T #39.9=-1191174379:44.0+40.3 -! + ♦.. + +51.2 • ♦ + r ♦ ♦ t ♦ + r + +52.2 • • ♦ • ♦ ♦ ♦ ♦ • • + ♦ + ♦ r 4 r f ♦ ♦ ♦ ♦ t + ♦ ! + • • ! ♦ ♦ r ♦ ♦ ♦ + • ♦ ♦ • ♦ y + + 132.5 C4B.4 39.9=t i- 9143.0_x.91 40.3 3 i.l 33,: .0 9.1 80.9 81.6 82:1 82.5 62.3 1. 59. 58.8 53.9 51.9 53.0 54.8 55.7 8 52.5 50.3 49.0 493 50.6 52.7 64.4 ,8 .5 51A 49,1 47.5 47A 48.7 51.0 53. 54 54.4 632 51.5 49.7 49.3 50.4 52.4 54A 5f.5 55.3 54.1 52.2 50.8 50.6 52.0 54.5 57. 0.8.9 59.8 59.6 59.1 58.8 58A 58.0 .5 .6 #48.8 n 34.8 8 42.5 44.3 45.4 45.6 44.6 43.0 34J. 36. 564 J 6.2 67.0 67.7 68.1 8@.T 68.7 T. 65 82.0 58.8 58.8 56.5 57.8 59.8 81.2 6 8 57.3 64.7 532 63A 652 67.8 59.5 8 7 562 53.4 61.8 61.4 63.0 55 7 58 59 59.8 58.3 55.9 54.1 53.8 54.8 61.2 59.8 8C.9 60.8 69.3 57.0 55.3 66.1 86,8 59.5 62. 64.8 65.9 65.7 64.8 64.2 80.1 63.8 3 .9 #53.5 I •` I I - " - - t t t '° ► 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO 351 4.T 43.3 43.0 46.p.48.3 45.5 44.E 4p,� 36,: 59.9 65.5 69.371.472.1 72.6732 73.0 1.@69.3 6x9 62A@60.460.1 61A 63.564.9 64.8 63.5 00.e sal 56.6 56.$ 58.8 61.1 63.083.3 62259.@ 56.7 54.7 54.6 562 59.1 61.9 63.3 63.E 81.959,E 57A 57.058.360.763.3 .s 64.4 62.960.558.@56.6 .602 83.3 66.5 .7 69.969.969.0 68A 68.2 67.E 65.9 62.4 58.7 • REFERENCE CURRENT EDITION OF THE NATIONAL j ♦ ! FFIE . +E 9 . ♦ + • ♦ ! ♦ ♦ ♦ + + ♦ ♦ : : + +StrOI? + + ♦ + ! • ♦ ♦� , ♦ r + : ♦ ♦ ♦ ♦ + ♦ + ♦ ♦ ELECTRICAL CODE FOR CONDUIT FILL FOR THE EXACT 35.8 {39.8 43.1 45.0 4th folio 44.1 4� 36,� 62.0 67.9 71.8 74.1 75.1 76.7 76.0 75.7 4.4 74.8 68.5 653 83.0 82.7 834 65.8 67.1 672 85.7 832 80,5 59.0 592 804 83.4 85.1 86.8 84.3 81.8 59.0 ,..�._;��8.6 81.9 84.0 66.13 66.8 64.1 81,7 69.9 69A 80.7 83.1 85.6 8 .8 86.6 852 83.0 81.9 81.t 82.8 65.7 68.9 7.3 TZ.4 72.5 71A 71.3 70.9 70.3 85.3 84.6 58.8 ♦ + r I I + ! ! + ♦ ! ! + ♦ ♦ ♦ ♦ r ♦ ♦ t ! r + �. ! ! + ♦ ♦ ♦ ! • ! • r + t ♦ + + ♦ + ♦ ! • + ♦ ♦ TYPE OF CONDUCTOR BEING INSTALLED AND SIZE THE n 34.7 313.$.42.5 44.7 .48.1 46A 45.5'43.7 40.x' 38.' 63.4 69.8 73.7 76A 77.1 77.7 78.0. 77.7 .3 73.6 70.3 87.1 84.9' 84.5 85.7 87.5 68.8 68.a 87.3 8{.$ 822 80.7 60.9 62.8 84.9 8a7 87.1 85.8 133.0 80.8 Sa.a 58.8 60.2 82.9 85.@ 872 87.1 85.@ @3.4 51.8 812 132.0 64.7 67.0 8E.4 '88.3 �.8 84.7 83.1 82.9 64,@ 87,5 70.8 �.1 74.3 74.4 73.8 732 72.E 72.0 7Q.0 88.1 594 Ii + + + ♦ ! ! ! ♦ • ♦ ! + + • f ♦ ♦ ♦ ♦ + ! • • ! ♦ ♦ + r ♦ ♦ ♦ • f + +82.5 • • # ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ ♦ ♦ CONDUIT AS REQUIRED BY CODE. 34.0 382 42.1 44.7 48.3 48.7 45.@ 43.6 39.9 3S '; 130.7 71.1 75 3 77.8 78.9 78 5 79.8 79.4 8.0 75.3 77,9 88.8 SBA 88.0 87.1 88.9 702 70.3 88.7 68 2 83.8 62.1 82.3 84.0 Baa 881 68.5 872 84.7 81.9 80.1 694 81.6 84.3 137.0 68.8 88.5 87,0 84.8 83,0 63 8 66.1 88S 6E.9 69.7 882 86.1 84.5 134.0 68.0 89,0 722 4.7 75.9 78.1 75.5 74 9 74.4 73,8 71 5 87.4 812 38.0 42.0 44.8 48.6 47.0 48.0 43.8 39.8 36.8 . 0 72.4 787 791 80.4 81.0 81.4 804 1'9.6 7a7 73.3 89.8 67.5 87.1 88.4 70.5 71.5 I'7L8 70.1 87.6 841 63.4 83.3 85.1 67.8 #8841#69.9 88.8 86.Q 83.0 81.0 804 82.8 65.5 88.3 89.9 169.8 68A 86.0 84.0 83.6 84.9 137.4 89.8 712 71.0 �.8 87.3 85.8 8SA B73 70.3 73.8 28.1 77.4 77.8 78.9 78.2 75.9 7x0 72.8 88.7 82.4 I� . I♦ ." '�_�°0! • • ♦ ! ♦ r ! + + + • f ! ♦ • + ♦ • • • ♦ ♦ + ♦ + ♦ + ♦ + + + + ! ♦ ♦ ♦ • + ♦ ! ' ♦ 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY E( 8425 4s.3 464 47.{ 464 442 4a.4 362 889 s 7 2812 @1:a $2.s 82A 17 7a.1 70.{ B$.t 87.7 69.o 71.1 T2.@ T a 682 653 @3.a 63.8 86.7 .0704 7 s 66.7 83.8 816 814 63.t 662 89. TO 7a.a 692 688 6a.6 Ba.1 65.E Ba.f [08J1.1120 704 880 661 $BA 678 711 Ta. 770 TES T$5 178 769 786 7aa r .T 632 VOLTAGE DROP FOR EXACT ROUTING AND LENGTH OF ALL t ! + • + ♦ + ! + • ♦ • r • t ♦ ♦ ♦ + + t • ! r ♦ + ♦ + ♦ t • t • t + t ♦ + ♦ • + + t ♦ ♦ ♦ ♦ • • + ♦ + ♦ ♦ ♦ • ♦ + ! ♦ +35.8 397 434 458 489 473 485 44.8 41,4 37. 66.8 .2 .7 80.1 81.1 81.7 82.2 62.0 77. 74.1 70.4 88.0 87.8 69.0 71.1 72.5 7 0 882 6$.3 63.8 63.8 65.7 58.4 70.3 .6 .5 66.7 83.6 81.5 81.3 83.1 862 69. 70 70.7 681 88.8 84.5 64.1 65.4 88.0 0.7 0 72.0 70.4 87.9 86.1 65.9 67.7 71.0 74. 77A 78.4 78.4 77.8 78.9 78.13 75.9 8 63.1 _ � ,� t - 1169.8 � I � GONQUGTORS. (37.3 �4 44.t {5.8 48.5 48.8 48.3 45.2 4 38. 854 72278.5 79.f �2 80.8 8f3 80.8X9.3TB.B731 �.T 137.4 87.0 882 70.1 71A 71A89.9 8T 3B4.B83.0832 85.087.5 64289.768.4 136.0 82.9 80.9 60 a 62.6 85.4 Bat 89.7 8$3 85 8 834 83.5 B{8 8T 2 89.7 71 A 74.9 139.0 873 85.5 85.3 87.1 702 73.5 nB.O 772 77.4 7B.T 78.4 75.7 74.9 T2.T 88.5 82.3 r 11 ' t 3. ALL MOUNTING HEIGHTS FOR LUMINAIRES ARE TO BOTTOM 41,,P 38,51 .9 44,8 45,7 48.48.4 4.1 45,@ 39, ,5 70.9 7x4 77.6 78.7 79.3 79.@ 792 47.@ 75.t 71.7 138.0 863 85.8 87.0 88.7 70.0 781 88.5 86,0 83.4 @1.9 82.1 83.8 68.1 87.9 88.4 67.0 84.8 61.8 589 59.7 81.4 84.1 88.8 684 88.3 66.@ 64.8 62.$ 82.4 83.8 65.9 68.3 69.7 89.5 88.0 86.8 84.9 642 66.9 888 72.0 7.4.6 75.7 75.8 75.3 74.7 742 73,4 71,3 67.3 61.0 N h# ♦ ♦ ! : ♦ . ♦4 1 ♦ ♦� ♦ ♦ ♦ ♦ +" ! ! y • + ♦ ♦ ' ♦ ♦ ♦ ', ♦ ♦ + ♦ ♦ ♦ ' + ♦ ♦ + r • ♦ ' • ! ! ♦ ♦ .' ♦ ♦ ♦ + ♦ r OF FIXTURE OR AS NOTED IN LUMINAIRE SCHEDULE. 39,1 142A 45.1 45.7 48.1 48.2 48.0 46.7 413.,E 40. 2 69,4 73.5 75.8 76.8 77.5 77.13 77.4 B.t 73.4 70.1 66,8 64.7 64.3 65.5 67.2 86.5 88.8 87.1 84,8 82,0 80.5 80.7 82.4 64.7 66.5 68.9 85,8 83.2 80,4 58.8 58,4 60.0 82.7 65.3 87.0 68.9 66.4 632 81.4 61.0 622 84.5 68.8 .2 88.1 68.8 84.8 82.8 82.7 134.0 87.3 70A .9 74.1 742 73.8 73.0 72.8. 71,8 89,8 85.9 59.8 38,8 00.2 45.0 45,8 48.0 48.1 45,8 45,4 48,p 39, 81.8 87.7 71.8 73.9 74.8 75.4 75.8 75.4 #4.1 71.5 682 84.9 62.8 62.4 63.7 65.8 68.8 86,9 65.4 62.8 80.3 58.7 58.9 80.7 63.1 64.8 85.4 64.1 81.8 581 58.8 58,7 58.3 81.1 83.8 65.3 852 63.8 81,5 69,8 593 80.4 62.8 652 .5 68.4 64.9 82.7 81.0 60,8 82.5 65.5 68.8 1.0 72.2 72.3 71.8 71,0 70.7 70.0 68,1 64.3 58,4 r ♦ ! r + • . ♦ • + ♦ ! ♦ • ♦ ♦ ♦ ♦ ♦ i r • ♦ • ♦ • ♦ t♦ • ! • ♦ ♦ + + ♦ ♦ ♦ ♦ f ! ♦ + + ♦ • ♦ ♦ ♦ ♦ ♦ • • • • r • r ♦ ♦ 4. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS 37.814.t 44.1 45.0 45.6 45.7 45.z 44,E #4.1 38 ♦59.8 652 89.0 .71.1 71.$ ♦72.3 72.8 72.7 12 .68.9 66.6 62.2 60.1 59.7 61.1 63.1 64.5 64,5 633 60.5 57.e 562 ♦66.4 562 60.@ 62.7 83.0 61.9 69,9 w56,E 54,4 54,3 55.9 68.e 81.6 63.0 63.0 61.5 ♦69,1 57,1 56,7 57.9 60.4 62.9 64.1 64.1 62.@ 602 58.E 582 59.9 62.9 66.t 68.3 69.6 69.5 68.6 88.0 67.$ ♦67.6 65,6 8x.1 56,4 PRIOR TO START OF WORK. NOTIFY ARCHITECT OF ANY spij M 35.2+38.9 422 43.7 44.8 44.8 43.9 42.6 34.5 35.. i,1 ,9 .8 86.8 872 67.8 68.1 68.1 64. 84,5 58.4 56.4 58.1 57.3 59.3 60.7 66,9 54,3 52.9 53.0 54.7 57.1 59.0 .3 ,3 55,7 53.0 51.2 51.0 52.5 852 67. 69. 59.4 57.8 66,6 53.8 53.2 54,4 56.7 5938(.4 60.3 58.8 58.5 64.8 54.7 582 59.882,1 642 65.3 65.1 84.3 83.7 83.8 63.3 ,7 .6 53.1 DISCREPANCIES PRIOR TO START OF WORK. 11 40 31,5 35.3 38.8 40.9 42.1 42.1 41.1 39.2 36.7 31.' �f�.g .� .5 80.3 81.0 1314 81.8 81.8 Ra. +58, 58.0 634 51.8 SIA 524 54.0 55.1 1' .1.... o 614 49.8 48.5 49.7 50.1 52.1 53.51 .O .8 504 48.6 47.0 46.9 483 50.5 52. 53 63.8 52.7 60.8 492 48.8 49.9 61.8 53613 54.9 54.7 53.5 51.7 50.3 50.1 51,5 53,9'56. 58.3 59.1 59.1 58.5 68.0 57.8 67.3 R�.� .9 48,3 I I --42-1-4"'=-;a . + • -�.- + -+_ ♦ ♦ ♦ • ♦ • . ♦ +4471+48.03 . ♦ + + • , , ♦ ! . ♦ . ♦ ♦ ! ♦ ♦ • . t . . + #48.21-4;.3 r ! . + #477.-71+49.8 . ♦ • , , r . ! ! r 5. PATCH AND REPAIR EXISTING WORK DAMAGED DURING 27.8 131.1 ♦34.5 36.8 313.0 381 37.0 34.8 31.3 27.• 44.5 48.5 1613-6 63.8 53.9 Y643--6 i 2 51, 49:5 47.4 48.1 45.8 48.8 47. 48.5 48.6 44.4 43.4 43.5 44.@7.0 472 47.5 45. 43.3 .42.4 42,0 43.1 44.8 48.4 47.5 47.4 48.5 48.1 43.9 431 44A 4x9 47A .3 45.9 44.9 44,8 45.8 12 514 51.9 51.6 51.1 50.8 502 48.9 48a 42.5 7.1! - - �., ,.,;,� _ __ .�_ , - -- CONSTRUCTION OF NEW CONDITION. 't 111111Y t t L 1 t U I 1.)--u l-U t Lt�`�t I 1 I10 • C3)=3 CD--- CD--�3 6. ALL CONDUIT WILL BE A MINIMUM OF 3/4", MC CABLE IS HALLWA PERMITTED IN CONCEALED SPACES ONLY ON THIS C8 ------ IL �� i�r�,.rrAmmi An r� 102 t ' PROJECT , ___ is t " , " I '4 ,. i _ t LI t t 7. CONDUIT WILL BE CONCEALED IN FURRED WALLS.NO �� ESTROOel f EXPOSED OR SURFACE MOUNTED CONDUITS WILL BE �� f 103 - u ALLOWED ON WALLS. 10 If I t t t " il TOOL ROOM/ 104 8. JANITOR, UTILITY, STORAGE OR SIMILAR TYPE ROOMS doxirdr, � OPEN TO STRUCTURE, LUMINAIRES WILL BE SURFACE t I ► , , I , ,, t t A 1 1 MOUNTED @ CEILING OR CHAIN MOUNTED +10'-0"AFF IFA 111 i '-' WHICHEVER IS LOWEST. IN ALL CASES LUMINAIRES WILL BE 1 ifiji/J00 . di A -__ , r , , , MOUNTED BELOW DUCT WORK, COORDINATE WITH Fl r MECHANICAL CONTRACTOR.• 9.6 - - • 1/4,17,39 lirro � •i 11 .�"II I. ��5201 .A, �'.rrir ; � il�� - - - - - 111 r • STATISTICS0 t Jlf '� Description Symbol Avg Max Min Max/Min Avg/Min rrzd. ', Office + 41.2 fc 47.4 fc 27.6 fc 1.7:1 1.5:1 .-/:01. Shop Normal + 62.9 fc 82.3 fc 42.0 fc 2A.1 1.5:1 004 , 400 10°Ply Al° ' x X LIGHTING PLAN . 1 SCALE: 1/8" = 1'-0" p - =- - ) SYSTEM - = DESIGN CONSULTANTS Inc 333 SE SECOND AVE, SUITE 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT: .619EY DAMS �� PRO �� S DRN:JJD ORIG PROJ NAME: SHEET TITLE: SHEET: 40 OF: 48 DWG#: � F�181NEE�, io9 DATE; M DURHAM O&M ELECTRICAL ,� mwa architects PLOT usN:JJD DWG#: E202 THIS BAR IS ONE INCHE; I1WI Services BUILDING FLOOR PLAN DATE: OREGON CHK:JFR CAD FILE#:E202-PWR-MWA1402 WHEN DRAWING IS FULL 70 NW COUCH STREET E 2 OZ SCALE. 1/19/2016 JJD JFR PERMIT DOCUMENTS Our commitment is claw. SUITE 401 REMODEL NORMAL LIGHTING PLC NA ce.c �9.��`, PORTLAND,51 972°9 RANK R APPD:JJD SCALE: 1/8" = 1'-0" PS°39735,5, PHOTOMETRICS - F ° REV# DATE DRN APPD DESCRIPTION 2550 SIN Hillsboro Hwy. Hillsboro,Oregon 97123-9379 _ F 603 973 6060 PHASE �I B CWSJ# 66$7 EXPIRES 12/31/16 VIIIIIIIIIIIIIIIP L.6 � P.1 P.3 P.6 P.9 I C II °I • c _ 41 , ArAl Ar �� I :Wim A �`�� i�� i �raot.Algi j$ 10° I -�.49M888811988YAM OWAt4►. gor r t 1Gi i i ( -i jkkQa-iiIssissimliI..more . _..JI. i�ii;� ri+it9Gitti iTililiit�i I - iTii I I '�.____1__ J* 1 I L fl _y_;- # + ♦ + ♦ + # +4.7 ♦ 4 • i # t 4 • t t # i i ♦ i ♦ t # ♦ + + ♦ ♦ i t ♦ ♦ 4 + 4 # # ♦ ♦. ♦ • + 4 + ♦ ♦ # t ♦ # i # • ♦ ♦ ♦ ♦ ♦ + ♦ + + ♦ ♦ ♦ i 1 ,52 8.5 7.8 8.9 SA 7,9 82 5.$ 4.7 . 3.8 ' 2p 22 28 29 3.3 3.7 .0 -.3 , 4.4 4.4 4.3 4.f 3.9 3.7 3.8 9S ,3.b 3.7 3.9 4.1 4.3 4.S 4,8 4.8 4.3 , 4.3 4.1 3.8 3.S 3.2 2$ 2$ 2T 28 29 ( 1 3.3 3.6 4.0 4.2 4.4 4.S 4.S 4.� 4.2 4.0 3.7 3.4 3.t 3.0 29 2$ 3.0 3.Z 3.5 3.T 4.0 4.3 4.b 4.5 4.5 4.4 i i + ♦ ♦ # ♦ + ♦ i ♦ ♦ • ♦ + • + + ♦ + ♦ # i ♦ ♦ i + • ♦ ♦ ♦ ♦ ♦ ♦ + • ♦ ♦ + t + + + + • GENERAL NOTES: 0,/i00 I 15.5 6.8 7.9 e6 ] 8.4 7.4 6.3 5.1 4,1 22 . 2.6 3.0 3.S 4.1 4.8 52 5.b .7 5.8 5.T 5.5 52 4.8 4.5 42 4.1 4.2 4.4 4.7 5.1 5.A 5.7 6.9 5.$ 5.6 5.5 5.1 4.T 42 3.T 3:4 3.2 3.1 31 3.3 .6 4.a 4.S 5.0 5.4 5.T 5.8 5.8 5. 5.4 4.9 4.5 4.0 3.7 3.4 3.3 3.3 S 3.$ 4.1 4.5 5.f 5.5 5.8 5.9 5.9 5.7 • I ++8.8 + ♦ ♦ t • ♦ ♦ + + i t 4 # + 4 ♦ 4 i 4 ♦ # • i + # ♦ • + + 4 4 ♦ 4 i t t ♦ ♦ + i ♦ ♦ + + + + + i 5.7 7.0 82 9.0 92 8.8 7.9 8.8 5.6 4.5 2.S 3.0 3.8 4.3 5.1 5.9 8.7 7,3 .6 7.7 7.S 7.1 8.6 6:0 0.4 5.1 4.9 5.0 5.3 5.8 6.4 7.0 7.S 7.8 7.8 7.7 72 6.6 b.8 5.t 4A 4.0 3.8 3,5 9,8 3.8 .3 4.8 5.8 8,3 7.0 7.d 7.7 7.7 T. 8.9 6.3 5.5 4.9 4.3 3.9 3.8 3.8 0 4.8 5.p 5.7 8.S 72 7.7 7.9 7.8 7.5 ♦ ♦ + ♦ # + ♦ ♦ ♦ . ♦ ♦ ♦ i t +t ♦ + + ♦ 1 • ♦ ♦ ♦ ♦ �♦ ♦ ♦ ♦ ♦ + ♦ ♦ • ♦ ♦ + , ♦ i i •� ♦ • + ♦ ♦ # 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO 5.5. 6.7 7.8 8.8 9.0 6.8 8.11 7.1 6.0 5.0 2,8 3.4 42 52 8.4 7.6 :8.8 9.7 02 10.3 10.0 9.3 8.3 7.4 6.8 8.0 5.8 5.9 6.4 7.1 82 9.0 9.8 10.3 10.4 10.1 9.5 8.4 7.3 82 5.3 4.6 42 4.0 4.1 4.4 .0 5.9 6.9 82 9.1 9.9 10.3 102 9. 9.0 7.9 6.9 2.9 5.1 4.6 4.3 4.4 7 5.3 6.1 72 8.3 9.4 102 10.5 10.6 9.9 REFERENCE CURRENT EDITION OF THE NATIONAL 52 8.3 7.4 8.3 'Wrfblc 7.8 6.5 5A 3.1 3.0 6.0 8.3 7.9 9.7 11.3 12,7 •3.4 13.5 13.0 11.9 10.6 9.1 7.9 7.1 6.8 6.9 7.8 8.6 9.9 11.4 127 13.5 13.7. 13.3 122 10.7 9.1 4.7.8 6. P4.7 42 4.8 5.1 9 7.1 8.5 10.1 11.7 12.9 13.5 13.5 1 8 112 10.0 8.4 7.0 8.0 52 4.9 5.0 . 44 62 47A 8.9 10.5 12.1 13A 142 .14.0 13.1 • ELECTRICAL CODE FOR CONDUIT FILL FOR THE EXACT # t + • ♦ 1 �00♦ ' ♦ ♦ , . ' ' ' ♦ . ♦ . ♦ # • ' + ' ♦ ♦ IIt ♦ • ♦ • i ♦ ♦ +17.01+15A + . . + 01 ♦ + . t . t i . . ' ♦ , ♦ ♦ • ♦ + .I # ♦ ♦ i t ♦ i . ' TYPE OF CONDUCTOR BEING INSTALLED AND SIZE THE !I 49 5.9 7.0 8A 8.1777. .v t.7 8.0 7.0 5.8 3.5 4.5 5.8 7.5 9.8 11.9 142 18.1 17.3 17.4 16.5 14.9 129 10.9 9.3 82 72 8.a 8.8 102 12.1 142 189 1723 179 18.3 11.0 $A 7. .3 5.0 b.f 0.7 489 8.3 10.9 12.5 14.7 96.4 .17.4 17.3 181.3 14.5 12.9 10.1 8.3 8.8 5.9 0.S 5.5 al 72 8.7 10.7 13.0 15:2 17.1 18.1 18.1 17.1 4.5 '5.6 +8.7 '7.8 '8.7 +92 '9.t +8.5 47A '82 '3.8 +4.9 +0.5 +8.8 `112 «14.2 +172 '19.7 `212 +21.3 +20.1 +17.9+152 `127 '10.8 '9.3 `8.7 8.9 '10.0 '119 «142 •18.9 +19.4 +21.1 `21.8 '20.7 `18.8 '13.9 '12.9 +10,3 '82 +8.7 '5.8 +5A +5.8 +6.3 17.8 +9.5 +122 '14.8 +17.7+20.0 +21.3 `212 '198 +17.4 '14.5 `11.8 '9,4 +7.7 '8.d '6.0 +8.1 '8.7 +8.0 +9.9 ♦12.6 +15.4 +18.4 '20.8 `22.3 `22.4 '21.0 CONDUIT AS REQUIRED BY CODE. • -+ 5.3 '8A 7.6 0.6 92 9.3 •8.8 +7.5 82 + J '5.3 +7.1 +9.5 +12.5 +180 +19.7 +22.7 424.5 '24.8 +232 '20.5 +172 +14.1 '11.6 +102 +9.4 T9.6 +10.9 '13.0 +15.9+192 '22.3 +24.3 '25.0 +23.91+21.4 +18.0 +14.5 +11.4 +8.9 +72 +8.1 +5.7 '59 +6.8 15.3 +10.5 +13.4 +18.7 +20,2 '23.1 '24.6 '24.5 +22}8 +19.9+18.4 +13.1 +10.3 +8.3 +7.0 '8.4 +6A 13.9+7122 +0.7 +10.9 + '17.4 +21.0 +24.0 +25.8 +25.9 +24.3 II C::::=3 - - - 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY ,l .1 62 7.9 8.3 9.0 9.1 8.5 7A 6.! 4.1 5.8 7A 10.0 132 17,0 21.0 24.5 28. 26. 25.0 21.8 .182 14.8 121 10.4 9.7 10.0 11.3 13.6 18.6 VA 23.9 26.4 26.9 25.8 .9 .1 16.3 11.9 9.3 7.4 6.3 0.9 6.1 7.0 .6 11.0 14.1 17.8 21,8 24.9 28.8 .S 246 212 17,3 13.7 10.8 8.8 72 8.5 6.6 4 9.0 11.4 14.8 18.4 22.4 25.$ • A ,1 262 VOLTAGE DROP FOR EXACT ROUTING AND LENGTH OF ALL II • + ♦ ♦ 4 + • • ♦ ♦ • ♦ + ♦ ♦ +204.424.4 ♦ ♦ ♦ ♦ ♦ • • • + + t + ♦ + ♦ ♦ ♦ 4 + ♦ i 4 4 + 4 + ♦ + ♦ • + i ' ♦ ♦ ♦ + ♦ ♦ ♦ ' + ♦ ♦ ♦ 4 ♦ • t 4.0 4.9 8.9 7.0 7.8 8.3 8.4 7A 7.0 6.8 4.1 5.6 T.4 9.9 132 17.0 28 28. 24.9 21.8 10.1 14.8 121 10.4 9.7 10.0 11.3 13.8 10.7 20,3 23.8 282 28.8 25.7 .8 .0 132 11.9 9.3 7.4 8.3 0.9 8.1 7.0 .6 10.9 14.0 17.7 21.8 24.8 28.6 .4 24.5 21.1 17.9 15.7 10.8 8.8 72 8.5 0.6 .4 9.0 1t.4 14.8 18.4 22.4 Z6.6 7.8 .0 28.1 I - - I - CONDUCTORS. ♦ ♦ ♦ ♦ ♦ ♦ 4 • ♦ + 4 ♦ t + 4 • ♦ + ♦ 4•23.0 • • i ♦ ♦ ♦ ♦ + + ♦ • ♦ ♦ + + • ♦ i ♦ • + • • ♦ 4 • ♦ + • i • ♦ ♦ ♦ • ♦ • ♦ t i ♦ • + + ♦ • • i 4. ♦ + 13.9 4.7 b9 BA 7.1 7.4 7.4 7.0 8.2 5.3 4.0 5.3 7.1 9.4 12.4 16.9 19.5 22.5 4.2 24.4 20.3 i72 14.0 11.5 10.0 9.3 9.8 10.8 129 15.7 19.0 22.1 24.1 24.8 23.8 21.2 17,8 14.3 11.3 8.9 72 0.1 6.7 6.9 6.7 82 10.4 132 16.8 20.0 22.9 24.4 24.3 238 19.7 16.2 13.0 102 82 0.9 8.3 6.4 2 8.8 102 13.8 172 209 23.8 25.3 25.8• ' ' « 24.0 A4010 ♦ « ' +0 ' « • ` « ' • - 3. ALL MOUNTING HEIGHTS FOR LUMINAIRES ARE TO BOTTOMD 3.$ 4.8 8.4 d.0 8.6 8.7 ♦89 82 5.5 4.7 3.8 4,9 . 8.5 8.S 11.1 14.0 18.9 19.4 •09 21.0 19.8 17.7 15A ` ` ` + '12,5 10.5 8.2 8.8 8.6 9.9 119 ' ` ' + + '14.0 18.8 19.1 209 21.3 20.3 18.3 15.8 12.8 102 8.1 8.8 0.7 « ' ' « ' ` ` ' ` ♦ ' '5.4 6.5 8.3 X7.8 9A 119 14.6 17A 19,1 21.0 20.9 198 17.1 14.3 11.8 9.3 T.8 8.S 0.9 8.0 7 7,9 9.8 12.3 152 18.1 20.b 21A 220 20.7 a1 '49 +bA `6.0 `6.3 '6.3 +8.9 '6.8 +sa '43 1 '3A 4A +bi +7A `9.4 '11.7 +14.p '15.8.1 +17.0 '182 '14.8 '127 +10.7 '92 +8.1 '7.7 17.$ '$.T +10.1 +119 '139 +15.7 +1$8+172 +1891+1b.1 +13.0 '10.9 'a.8 '72 'sa +fi2 +4.9 `d.i +6t 6.T +6.a '10.1 +123 +14.4 '18.1 `17.0 +i70 'i 19 •142 '121 '10.0 •8.1 •89 •5.9 •SA +5.s +0.0 +7.1 '8.8 `10.5 +127+14.9 '18.7 '17.7 `17.7 '161 OF FIXTURE OR AS NOTED IN LUMINAIRE SCHEDULE. 4A 52 0.9 8.3 89 8A 6.a 5.4 . 4.7 4.0 3.1 3.9 4.9 62 7.6 9A 11.1 124 3.1 132 t27 11.8 10.3 8.9 7.8 7.0 8.7 X8.8 TA 8.4 9.7 112 12.4 f32 13.4 l3.0 t1,9 109 8.9 TA 82 $Z 4.7 4.4 4.5 S.a +59 la 6.4 9.9 11A 12.6 132 132 1 11.3 $9 $.3 6.8 5.9 5.2 49 4.9 5.3 8.1 7.3 8.7 10.3 t1.8 13.1 13.7 13.8 129 • ++87..51 ♦ . • + :56..83 • • • + • + t ♦ + ♦ + • ++79..00 • + + • ♦ + ♦ # + + ♦ i + :05: ♦ + + ♦ + ♦ • + • • ++79..36 • • • ' ++68..38 ♦ ++86.47 + • + ♦ ♦ • ♦ + i + • ♦ + ♦ 4. VERIFYANDCONFIRMALL DIMENSIONSAND CONDITIONS 495.76.6TA7.18.8fi54.83.81293.4428t63 lA8.69.4 �.9 10.0 9.7 ' 8.2 72 6.5 S.9 6.7 159 62 8.9 79 8.8 9.6 10.0 10.1 9.9 1 92 89 72 52 45 4.1 SA 4.0 4.4 45.0 59 6.8 7.9 $.9 1aa 14.0 9.r 7.8 5.6 ao 45 4.3 43 418 62 6.0 7.0 8.! 92 9.$ 10.3 102 9.7 PRIOR TO START OF WORK. NOTIFY ARCHITECT OF ANY ♦ + ♦ • ♦ + ♦ ♦ ♦$011 • . • • • 4 4 4. 4 • + ++792.7 ++63..35 ++65..09 ♦ ++8622 ++83..69 + + + + + ♦ + • ♦ + ♦ ++63.28 ++762.9 ♦ ♦ • ++34:73 + t( ♦ + + ++86..31 ++79..69 ++170..73 • • ` DISCREPANCIESPRIORTOSTARTOFWORK.- °111, 5.1 82 7.! 7.7 7.8 7A 6.8 49 9.7 2.4 2.9 3.b 42 0.0 3.8 0.5 T.1 �.4 7.5 T.3 '6A 59 d.3 d.a 4.8 4.9 d2 S.b b2 8.8 7.3 7.8 T.8 7.S � 7,0 6.4 5.7 4.4 3.9 9.8 3.5 9.6 3914.2 4.8 5A 82 6.8 7.5 7.5 7.� 8.1 4.8 42 3.9 3.t 3.7 40 4.4 <,9 5.8 8.3 7.0 T.S 7.T 7.6 7.3 5.2 8.4 7.S 82 82 7.7 8.7 8.8 4.5 9.8 22 2.5 2.9 3A 4.0 4.6 31 6.4 ¢.8 5.8 d9 5A 3.1 4.7 4.4 42 4.1 14.1 4.3 4.8 6.0 :12 5.8 0.7 6.8 5.7 16.4 5.0 4.8 4.1 3.7 3.3 3.1 3.0 3.1 32 139 3.9 4.4 4.8 b2 6.5 5.7 5.7 5.¢ 62 4.8 4.4 3,9 3.6 3.4 32 3.3 4 3.7 4.1 4.5 6.0 5.4 5.8 5,7 4A 42 1 4 5.1 +82 •'7 9 r'$.0+ �'t.5 .'8.4 +5 3 +42 `3.4 '20 '22 '2 5 +29 '32 +3.6 '3.a '4.1 '.3 '4 3 r 43'42 4A993.6 3.5 +3.4 3 5 '3.�`3 8 4 Q d2-`4,4 •4A 4�{ '4,4 '42 '4.+ +3.7 '3.4 +3.1 '2 9 '28 '2 7 '27 +2.8 K.0 '3.3 +3.8 +9A `4.1 '4 3 ;4.4 '4A '4. '4.1 $,83,3 3,.29-`28'29 +.0 '31 '3A `9.7 a4.0 '42 +4,3 '4A +AA +42 5,. PATCH AND REPAIR EXISTING WORK DAMAGED DURING _ _ I�., .�': , _ l _ CONSTRUCTION OF NEW CONDITION. • @I. ~ (fIF 1i J 1 L. J 1 L J I L 1 -T'i-? _ I J i U t� -r 0 1 , +3A +3.8 +4A +4.1 +4.1 '4.1 +42 +4.4 •4.4 '4.3 +42 +4.1 +4.2 +4.1 +3.7. +3.1 6. ALL CONDUIT WILL BE A MINIMUM OF 314" MC CABLE IS :3� 6_'4�_' �_sL'�.1 '� .:s�_4 ��_sz_4,.,s.�s�:a�_:� .� PERMITTED IN CONCEALED SPACES ONLY ON THIS E �. E i/�r�......��. r3.4 •3.9 ""� � +3.9 +2.5� 1 PROJECT. _ , _ _ _ _ _ _ _ _ _ _ _ �_ .Ii ��.i r _ _ _ _ _ _ _ /{ Ip` - Ifk[f - - j!{t{ , ' I . .J 2,9 4,42.8 LA - - _ _ �� 1 �� i L I 7. CONDUIT WILL BE CONCEALLED iN FURRED WALLS. NO �� I '41f RESTROO EXPOSED OR SURFACE MOUNTED CONDUITS WiLL BE ALLOWED ON WALLS. 1 1 il �... 103 1 • II 8. MEANS OF EGRESS ILLUMINATION SHALL BE NOT LESS TOOL ROOM IOrrritrATHAT 1-FOOTCANDLE AT THE WALKING SURFACE AND . gr i 104 1 1 EQUIPPED WITH MINIMUM 90-MINUTE BATTERY BACKUP IP WHERE REQUIRED CBC 1006. 4- � 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _� . . . • _ _ . f _ _ _ _ _ _ _ - I _ _ _ 1114/14•01 ROO 9, EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES AND 106 EQUIPPED WITH MINIMUM 90-MINUTE BATTERY BACKUP, 946 - - - _ - - - - - - - - - -. porii -logrfrripirA*1?"/Iiii000:0 fr, /Iwoir IBC 1011.6,3. • OPP414Pirligill,174/1/1,0141°i:i • i I 1 � . i STATISTICS • #' Description Symbol Avg Max Min Max/Min Avg/Min � 1 Hall + 3.8fc 4.5fc 2.0fc 2.3:1 1.9:1 011 Office + 6.6 fc 9.3 fc 3.4 fc 2.7:1 1.9:1 • Shop + 9.6 fc 28.1 fc 2.0 fc 14.1:1 .4.8:1 x x • • 0 LIGHTING PLAN . >) SCALE: 1/8" = 1'-0" . eSYSTEM aDESIGN CONSULTANTS F 333 SE SECOND AVE, SUI1E 100 PORTLAND OREGON 97214 • 503-248-0227 FAX 248--0240 • CONTACT JEFFREY DAVIS ��o PRope ORiG PROD NAME: SHEET TITLE: SHEET: OF: DWG# '1 ��1GINEF4,Ss/oy 41 48 ' 181 D :.JJD DATE: DURHAM O&M ELECTRICAL PLOTIV DSN;JJD DWG*: E203 THIS BAR iS ONE INCH �+l��t` J � .�lp� mwa architects BUILDING FLOOR PLAN DATE: OREGO Cle x1811 date-I Services 70 NW COUCH STREET r^�n r� CHK JFR CAD FILE#:E203-E LTG-MWA1402 WHEN DRAWING IS FULL E203 PLC#: NA p Fe g9 SCALE. Our commitment is clear. SUITE REMODEL EGRESS LIGHTING � ° 6 , A� PORTLAND,OR 97209 APPD: SCALE: 1/19/2016 JJD JFR PERMIT DOCUMENTS P503973S1S1 NfiRANK �97 JJD 1/8“ - 1'-0" PHC►TOMETRICS CWS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379' _• F 503 973 S060 PHASE E 1 BPROJ# 6687 EXPIRES 12/31/16 i i=pi PARTIAL LEGEND (LTG CONTROLS) LUMINAIRE SCHEDULE _ - _ INTERMATIC: FF32H (2-HOUR TIMER) $T TYPE: A TYPE: FE DESCRIPTION: PENDANT MOUNTED-AIRCRAFT CABLE DESCRIPTION: SURFACE(CORNER)FLUORESCENT BALLAST: ELECTRONIC DRIVER 0-10 V DIMMING HOUSING: STEEL BALLAST: ELECTROINIC W/<10%THD HOUSING: DIE-FORMED 20 GA STEEL SENSOR SWITCH: WSD-2P $OS VOLTAGE: 120-277V LENS/OPTICS: SEMI-DIFFUSED ACRYLIC VOLTAGE: 120 LENS I OPTICS: WHITE ACRYLIC DIFFUSER LAMP TYPE: LED-5000K REFLECTOR: HIGH REFLECTANCE LAMP TYPE: F32T8 REFLECTOR: nLIGHT: nPODM DX $N LAMP QUANTITY: 1 DISTRIBUTION: MEDIUM LAMP QUANTITY: 2 DISTRIBUTION : EFFICIENCY: MIN 18,000 LUMENS FINISH : WHITE EFFICIENCY: FINISH TEXTURED MATTE WHITE HEIGHT: nPODM 2P DX $N-c,d,e OPTIONS: WATTAGE: 199 OPTIONS: VERIFY LENGTH ON DRAWINGS WATTAGE: 58 MANUFACTURER: LITHONIA IBH-18000LM-SD080-MD-MV-GZ10-50K-80CRI-WH-IBAC120 M20 MANUFACTURER: PRUDENTIAL P1850-X-WA-TMW-SC-UNV-EML SERIES,NULITE nLIGHT: nPODM 4P DX $N-c,d,e OR APPROVED EQUIVALENT OR APPROVED EQUIVALENT nLIGHT: nCM6 RJB +OS TYPE: B TYPE: X HEIGHT: nCM ADC 0-DS DESCRIPTION: PENDANT MOUNTED-AIRCRAFT CABLE DESCRIPTION: EXIT SIGN-COMBO BALLAST: ELECTRONIC DRIVER 0-10 V DIMMING HOUSING: STEEL BALLAST: HOUSING: DIE CAST ALUMINUM VOLTAGE: 120-277V LENS/OPTICS: SEMI-DIFFUSED ACRYLIC VOLTAGE: MV LENS/OPTICS: LAMP TYPE: LED-5000K REFLECTOR: HIGH REFLECTANCE LAMP TYPE: LED REFLECTOR: NOTE: LAMP QUANTITY: 1 DISTRIBUTION: NARROW LAMP QUANTITY: DISTRIBUTION: #1 -CONNECT nLIGHT ENABLED FIXTURES AND nLIGHT CONTROL EFFICIENCY: MIN 3600 LUMENS FINISH: GRAY EFFICIENCY: FINISH: WHITE COMPONENTS VIA CAT5E CABLE PER MANUFACTURES OPTIONS; WATTAGE: 47 OPTIONS WATTAGE: 5 RECOMMENDATION. MANUFACTURER: LITHONIA PTNSL-ND-MV-OSR-LP850-ZACFP120 MANUFACTURER: LITHONIA LHQM-LED-R-120/277 #2- PROVIDE FACTORY ENGINEERED DRAWINGS SHOWING OR APPROVED EQUIVALENT OR APPROVED EQUIVALENT EQUIPMENT, LAYOUT, SYSTEM RISER,WIRING AND COMPONENT DATA SHEETS.. #3-PROVIDE FACTORY AUTHORIZED SYSTEM START-UP AND TYPE: C OWNER TRAINING. DESCRIPTION: PENDANT MOUNTED-AIRCRAFT CABLE BALLAST: ELECTRONIC DRIVER 0-10 V DIMMING HOUSING: STEEL VOLTAGE: 120-277V LENS/OPTICS: SEMI-DIFFUSED ACRYLIC LAMP TYPE: LED-5000K REFLECTOR: HIGH REFLECTANCE LAMP QUANTITY: 1 DISTRIBUTION: WIDE EFFICIENCY: MIN 3600 LUMENS FINISH : GRAY OPTIONS: WATTAGE: 47 MANUFACTURER: LITHONIA PTNSL-WD-MV-OSR-LP850-ZACFP120 OR APPROVED EQUIVALENT WIRE LEGEND TYPE: D . Q CAT 5-E (CLASS 2) DESCRIPTION: SURFACE MOUNTED BALLAST: ELECTRONIC DRIVER 0-10 V DIMMING HOUSING: STEEL 0 LINE VOLTAGE • VOLTAGE: 120-277V LENS/OPTICS: ACRYLIC LENS - 0 0_10 VDC LAMP TYPE: LED-5000K REFLECTOR LAMP QUANTITY: 1 DISTRIBUTION: O LOW VOLTAGE(1A c@ 40 VDCNAC) EFFICIENCY: MIN 4000 LUMENS FINISH: WHITE O 15-24 VDC POWER - OPTIONS: - WATTAGE: 35 Q ETHERNET LAN (CLASS 2) MANUFACTURER: LITHONIA STL4-40L-EZ1-D40-LP850 OR APPROVED EQUIVALENT nPODM 2P DX nPP12 nPP12 - nPP12 /�"`'~----.-.. nCM ADCX .r-__ ` nCM6 RJB .`.-�-_ ElEI V I A 0 A m A as I ,1 I I. 1))) g WHITE 1 g WHITE (S:;;;;;:?) ��11 EE B BLACK BLACK CD g ORANGE g ORANGE --- B BLUE B BLUE - B BLUE g BLUE g BLUE B BLUE DETAIL - WALL SWITCH 0 DETAIL - DAYLIGHT SENSOR ( DETAIL - OCCUPANCY SENSOR NO SCALE NO SCALE 3 NO SCALE SYSTEM DESIGN CONSULTANTS aac - - 333 SE SECOND AVE. SUl7E 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT:JEFFREY DAVIS (15) PROpSDRN:JJD ORIO PROJ NAME: SHEET TITLE: SHEET: 42 OF: 48Dwc : ck1GINEE, `sic,DATE: } -- M DURHAM O&M ELECTRICAL 181' �e, mina architects PLOT osN: JJD DWG#: E204 THIS BAR IS ONE INCH BUILDING LUMINAIRE SCHEDULE DATE: OREGON CHK: JFR CAD FILE#:E204-F{XSCH-MWA1402 WHEN DRAWING (S FULL - Clean Yr r Services 70 NW COUCH STREET E204 Out commitment;<: clear. SUITE 401 REMODEL & DETAILS PLD#: NA v0 °(e 6 '0 0. PORTLAND,OR 97209 t� SCALE. 1/19/2016 JJD JFR PERMIT DOCUMENTS P5039735,5, y*PRANKRoG' APPD: JJ D SCALE 1/8" 1 -0 F 503 973 soeo REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 w_ PHASE B PRo�# 6687 EXPIRES 12/31/16 ewe . c - - _ - v L.6 a P.1 P.3 P.6 T..9, ////7 , 1 A 1 01 1 ill , __ _ _ . , _1 , A i , LAVeirs-Arir J _=J��s��.��s 2 L....r.... WAI ��./..�.�.L.:.J AVOL.... �"mrrrJwJrr�wis . - � PAller1 f l , IF GENERAL NOTES: 0 _ -. r A 3�iz��aor��s�v �iai� W>Liai illi t�i_rt��t_a�M=t� � it��:nwu i�U AWi WAW a ' i ! ,. 1 t ,a . _ .� DRAWING E403.EQUIPMENTREFER TO CONNECTION CHE S ON 1 +ir7j r@r7j cn W " Iiiiiiimrr j r�r r--- it 1--- rir ! f rLir ® ---� 1-1 MI +ir nil rir = - t--t ------_i----7--=±-7_71 r O ,� ,s. + -4- 6,2: %�_� '�--�--� ----- �� _ - -- -- J 13120 ,9 �� 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO r . ' 1a,., 13024-5 130 + II iii 13 2Q-37,39 U - • REFERENCE CURRENT EDITION OF THE NATIONAL iii a 130.0-30,3 i4, , ,13120-33,35IIIII , , , , 1 -- 306-700.,,i 13020_11,13 - ELECTRICAL CODE FOR CONDUIT FILL FOR THE EXACT h j�. � �0 IIISHOP pm TYPE OF CONDUCTOR BEING INSTALLED AND SIZE THE il j - 0 , DENOTES CLG 141 CONDUIT AS REQUIRED BY CODE. ' OFFICE 13020-19 a ISI III POWER REEL, 14I �, (`i! TYPICAL SIX(8) Illr 3, ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY REF-110 0 REF-1 ' •up r VOLTAGE DROP FOR EXACT ROUTING AND LENGTH OF ALL it 11620-38,40 I1&WP, ROOF,---• _ 13020-3CONDUCTORS, imp-" E t © �0,cx t‘rt ',O4 ALL RECEPTACLES WILL BE 6 ',OL t I c Iot P �N ail li�`,i, u... 1 D I MOUNTED @+48"AFF UNLESS ` I ' 4. ALL MOUNTING HEIGHTS FOR LUMINAIRES ARE TO j - I !;, - t� • f REF-1 i) REF-1 - �� '- 30Lill =01 L___ --_J 0, 11 1 • • • 'I N - s - ' BOTTOM OF FIXTURE ORAS NOTED IN LUMINAIRE 4-, ,�� Al R IU-1 , ! 1 i 1 , IE S. SCHEDULE. 11 � -rir 13420-21,23 SB-1 I I I 11.1711 MN Jiw s+�► I I I �- 1 i 1 5. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS Kw. .,T :-:.:.4 1 13020_1 1 X , IL —' J MIA PRIOR TO START OF WORK. NOTIFY ARCHITECT OF ANY .,,,, L ! kali ' ' ` HE N � � � +� UH-1 13020-29,31 UH-1 W F_I DISCREPANCIES PRIOR TO START OF WORK. 11111"; -4 130208 - - -___ �, ( \o'� �, 1� - _ r f 1 ► C ' — — t� I, 1 i 1 — — r '': Mil __ D I r----I----� —I---- LohD D D _ © + ' ,p NIJ - - - - © r- 1. B. PATCH AND REPAIR EXISTING WORK DAMAGED DURING 0 1 kAiii.:ii - _ — —L _....i ___ v. i 1 __ _-LI-^—T7 I - --=I- ri t irk 1 `� ��- ` 61 '.. Onn rn — - D. � i — -a'r 1 = -rII----Li I e1.-Ii r e'•© T i�- _ p ` _ , - , p y E -UH- CONSTRUCTION OF NEW CONDITION. illir�.r.r1ii ♦ u� ♦ __i'_. -`cam 3_u_io. v_w&_— �1�_ �1 w. _ I I F L J A L— J__ �! 0 ` '--- °�� tItr� r►IPAIL.wr.n,..reme I-^ �-_ --J � is i 7.i61. ---- - �� -,e-----11-- �7 r i _`7 V 1 i1i iiiii■ii'ii i■similkaaT��alimii>r■maT�arils ��Z�� T 1 7— ' - �� F-N E-N r-N _ """"" F em MINN � 7. ALL CONDUIT WILL BE A MINIMUM OF 3/4", MC CABLE IS ��+ � -�_ _T:: 13021�( I PERMITTED IN CONCEALED SPACES ONLY ON THIS I- . -I 1 [ -0 t 1 --0 ,- �.! - r---,HALE •Y !_ - -, I ---2- -- 5 -� 1 I 1 i " L.. - '� r 1 I PROJECT. 0 0 ALL RECEPTACLES WILL B a: a a 1 rov,717711 :.w! r.r, a� I H ( : — — — - _ _ _ i © .u.rrn r.rlll I- I► - +18" AFF UN - - - �� ,�►, ► - .�[.�;;,;'�� i� l - - - - - - - --"' 8. CONDUIT WILL BE CONCEALED IN FURRED WALLS. NO P , NOTED OTHERWISE IN OF ICE , , I + "' l (E) PP-13021 ,1�/►' +4 t EXPOSED OR SURFACE MOUNTED CONDUITS WILL BE . I II (E) PP-13022 ALLOWED ON WALLS. l I / RESTROOI I 1 i 1 ,PII� /��... 03 '•a� �Ir 1 C � NTROL WITH 1 00 �/ 1 - _1 O 9. PROVIDE LABELS FOR FOR ALL SWITCH COVERS, & lei ' . f! 40 OOL R00 LIGHT SWITCH, RECEPTACLE COVERS, AND END DEVICES WITH POWER / r ! SEE E201. Alr 1 1 I I I � /��Arm [� .r 104 I I FEED (PANEL & CIRCUIT NUMBER(S)) Ai i Oil I MAINTAIN ---L.,, ili /0WiTilll�-p © � r --i-MAINTAIN E/F, (E) EXISTING E/F / ��I'"' �� ,% //. . D�1 � ►. ;%�////�% � DENOTES - _ - - - - ` :�'' ��.. r ......,. ��:.:�:�...;; ��:��1�;�...�.��' EXISTING_ _ _._ KEY NOTES: .09 1 1 1 I ,�,, �7414:41444"1100,77 �� O PROVIDE NEW CONTROL WIRING FOR CONTROL TWO %fir J �� Or-Ai '' EXISTI GTO REMAIN ENERGIZED !N H TCHEDUNITS WITH ONE BYPASS TIMER PROVIDED BY 1 � "�� , �,�,�I � '�� ' AREA. TEND EXISTING BRANCH CIR UIT TO MECHANICAL CONTRACTOR. 1 1 , , I" I NEW P NEL LOCATION. PROVIDE ALL OR AND r . pv MATERIAL INCLUDING BUT NOT BE LIMITED TO �2 CONNECT NEW MOTORIZED DOOR TO EXISTING DOOR CONDUIT,WIRE, JUNCTION BOXES AND CIRCUIT. ' 1 I V ' 9 SUPPORTS, CONNECT COMPLETE. I dt000 /0, ° 4000/ ' �� 1 $11 ti010 4 I A i 4. r 0 , 0 0 : POWER PLAN OD SC ALE: 1/8" = 1'-0" Q SYSTEM DESIGN CONSULTANTS wc. 333 SE SECOND AVE, SUITE 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT JEFFREY DAVIS ��,p PRpFFs DRN: ORIG PROD NAME: SWEET TITLE: SHEET: 43 OF: 48 DWG*: � �`'�NGINEf,P sio2 1819 S' JJD DATE. - DURHAM O&M ELECTRICAL ,,r ` ' mwa architects PLOT IL OSN: JJD DWG# E301 THIS BAR IS ONE INCH " �C BUILDING FLOOR PLAN DATE: ORS CHK: JFR CAD FILE#:E301-PWR-MWA1402 WHEN DRAWING IS FULL IiWIr7�.11.J►i 70 NW COUCH STREET POWER VG SIGNAL E301 SUITE 401 �/ h Our commitment t. clear. REMODEL PLC#: NA o F0 6, PORTLAND,OR 97209 1/8" _ r �� SCALE. 1/19/2016 JJD JFR PERMIT DOCUMENTS P 503 973 5151 /41/ • 'KRGC'�� APPD: JJD SCALE: - 1 -0 CWS 66$7 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 F 503 973 5060 PHASE 1B PROD#: EXPIRES 12/31/16 • ID L.6 ie la N,3 P.1 P.3 P.6 P,9 ///i1/,' I As AI , I iA er40 ,,�rl , / Ii` r1 A jo os1 _e,, O, IF GENERAL NOTES: -s I;iz�itG;�I111o1-3Q; �1=I�3I .s1�k=-_i=�—4 1 amasim—jsuilaa — k I 4 t LA i I 4 t i , i 1 A A n 1. ELECTRICAL CONTRACTOR 1S RESPONSIBLE TO 0 �' 4 - Fr1 -— REFERENCE CURRENT EDITION OF THE NATIONAL 1 , , , , r,- ; ; ; u --1- �,___ ,.,.�___� -----_ �__�___ , O , ELECTRICAL CODE FOR CONDUIT FILL FOR THE EXACT L--- --_- L J O �----O----' O L_--7--Q-J TYPE OF CONDUCTOR BEING INSTALLED AND SIZE THE CONDUIT AS REQUIRED BY CODE. i , I I I I I E SHOP 0 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY OM101 p pO vVOLTAGE DROP FOR EXACT ROUTING AND LENGTH OF ALL T , ,A X CONDUCTORS. I ; , , , , , 3. ALL MOUNTING HEIGHTS FOR LUMINAIRES ARE TO I -, F BOTTOM OF FIXTURE OR AS NOTED IN LUMINAIRE ,. } (� q\ O ( ..\4} O (I I\ 0 SCHEDULE. I 1 IF 4. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS 0 F - PRIOR TO START OF WORK. NOTIFY ARCHITECT OF ANY - 'DD-- IBD o ` , ` ' p DISCREPANCIES PRIOR TO START OF WORK. II 5. PATCH AND REPAIR EXISTING WORK DAMAGED DURING . CONSTRUCTION OF NEW CONDITION. r- --,-_-_ 1 I 1-1 j I �, I C _J _C)- ► " __I d----1 r--- , ---1 r= 1 O 6. ALL CONDUIT WILL BEA MINIMUM OF 3/4 , MC CABLE IS l f- [iE All �''��__; �i> t ��=� 3 ; -I— T LA 3 PERMITTED IN CONCEALED SPACES ONLY ON THS 7.4)-- fir n _ / / M ....� ��... --____ �!'l J © —_ ! .4 ' - `ta ti 'J t , # , .moi I = PROJECT. HAL WAY �, QB IF 7. CONDUIT WILL BE CONCEALED IN FURRED WALLS. NO TvJ a ..r. O „ © © r , , EXPOSED OR SURFACE MOUNTED CONDUITS WILL BE - - - - - - - -- - _ _ Fly © i ALLOWED ON WALLS. 1 I I I a L� �I f 8. PRIOR TO ANY WORK THE CONTRACTOR WILL TEST THE R. 10 ROOM 3 I ENTIRE FIRE ALARM SYSTEM WITH AN OWNER (I I REPRESENTATIVE TO VERIFY THE EXISTING CONDITION OF TU THE SYSTEM. CONTRACTOR WILL BE RESPONSIBLE FOR u ;p0TOOL ROOM AREAS NOT FULLY FUNCTIONAL AFTER REMODEL IS / 1 I , llip .e� 104 , COMPLETE. III � - - -� - - - - - - - - - - - - - - - - - - . il .� - - - - - - - - - - - - - -- is drjr 0 " r 1, A ram. 40,?, 9,6 . , 1 r ir Arid", ! rirffir+rawarif Mr 0 Yirt I� //ire ` ' �� EXIS#ING FIRE ALARM TO REMAIN ENERGIZED IN , I HATQHED AREA. EXTEND EXISTING FA CIRCUIT. 1 1 ' ' !lOrry PRO IDE ALL LABOR AND MATERIAL NCLUDING BUT OT BE LIMITED TO CONDUIT, W RE1 , 1 fr:/0 / JUN TION BOXES AND SUPPORTS, CNNECT P . �,, COM LETE. P 6 7 0 01 Oir. 0 0 0. 0 A >( k • . 0 FIRE ALARM PLAN SCALE: 1/8" = 1'-0" p SYSTEM Z) _ _ _ DESIGN CONSULTANTS Fla - 333 SE SECOND AVE.SU17E too PORTLAND ORM 87g 503-248-0227 FAX 248-0240 CONTACT: IXF REY HAWS ��,p PROFFS ORIG PROD NAME: SHEET TITLE SHEET: 44 OF: 48 oRN:JJ DDWG#: ��`�'�NGINEE,P sio� DATE. ........� m DSN:JJD DWG#: E302 DURHAM O&M ELECTRICAL it 1s19 THIS BAR IS ONE INCH mlUa architects 5 BUILDING FLOOR PLAN DATE OR G41 CHK:JFR CAD FILE#:E302-FA-MWA1402 WHEN DRAWING IS FULL Clea11 VY r Services 70 NW COUCH STREET FIRE ALARM E�O� o `' �� _ �� SCALE. 1/19/2016 JJD JFR PERMIT DOCUMENTS Our commitment is clear. PORTLAND. 503973515R97209 REMODELPLC NA ��yNF �' �R�G�� APPD:JJD SCALE: 1/$ 1 -0 R cws �+p RANK REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 F 503 973 5060 PHASE E 1 B 6687 .,....., PRO.I#: EXPIRES 12/31/16 L.6r. „ . _ . _ _ , go , P.1. P.3 P•5 P.9 - _ 5:110J ..... c„. c . , ,_ RANTER cfl s,.NcE iJBRAR r C•FFEE I 1 I i s ► I i r , 111 i T1 9 0 d' ❑ 1 . 0 .�....��. r, I t ' 0 _(---- XFRMR (W11L) r 1 [li i` i� ` ❑ CC - --€17---1' t}—- o-___ m-® a imam ---- ��=� _, - �� :-a� _ - - INis o si®-a tut 11_3`k t1�t _t1 �t � _ _.. , I I 11t _JI I I I I I -� -- I- "i I , t I f.) 0 O I -. r PROPOSED ROUTING CIF FEEDER CONDUIT AT Fir CI SHOP ' STRUCTURE T-BAR CEILING �-- OPEN TO • ( OPEN TO REMOVE AND REPLACE CEILING t STRUCTURE , s \_ 1 STRUCTURE TILES AS REQUIRED, REPLACE ALLIIIP DAMAGED TILE. M CH EXISTING 1 V 4- 0 j r I I I I I 1 i L � 7 r r 1 I 1 I t I I # I , ---4*) 3 1iLljr r--- i-----+ ....-\ I 1 I 1 I La 1 i r- -i----- t r_-- --__� I I r----t----� Q { -- - - - 1 -L- —i — t -y t 1 T 1 t E y - 1— _ _ _ _ _ .... ..«. .... • i L 1 t _.1. 1 L t # i { ../ i ti rr t� EQUIVENr w/ Clot SPACE t:>ECIRICAL ROOV OPEN Te 1 ; 1....„_,L r STRUCT RE ..]I 8 ___ 1 1 I dl i I I I r 1 I t MECHANICAL ROOM I FMDMSHOP WEAKERi i I I ' I 1 I i lESIAYG AREA i�111 iii 1 MIN= -. I t 1 I 1 c" i t I t I MCC-130001 (E) I I 1 t I all { , " 1 T 9•6 - _ - - - - _ - - - _ _ - - - - - _ - % i ..., —iv. - - - - - _-- a i i { I { 1 t , ( I X °� I o — l ! ° ° x x ° X -0- 1 x I I f I I x t i r " 1 I I ' I I I ' ' ' Jr) ill) xx X 0 x ® p x 0 x --cir_ii x x • OVERALL FLOOR PLAN (ND op SCALE: 1I8" = 1'-0" SYSTEM (:* DESIGNCONSULTANTSt333 SE SECOND AVE, SUITE 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT: .1:ffrEY DAMS ORIG PROJ NAME SHEET TITLE SHEET: 45 OF: 48 DWG#: ( ...1) �•� .1 t R O1.-...DRN:JJD DATE; M' DURHAM O&M ELECTRICAL /" r Jr- DSN:JJD DWG#: E302 mwa architects PLOT J =IL C1erMar ► ;rvicesBUILDING FLOOR PLAN OREGON CHK:JFR CAD FILE#E302-FAMWA1402 SUITE ri srReeT 01 E 303 SCALE. 1/19/2016 JJD JFR PERMIT DOCUMENTS Our commitment i$ den. OVERALL N 6 1/8" _ , P5o3`�35;5�9��09 REMODEL PLC NA v�y Fc & ,R�� APPD: JJD SCALE: - 1 -0 �+ pp Cws RANK REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 __ F 503 973 5060 PHASE 1 B 6687 PROJ#: EXPIRES 12/31/16 Panel PP-13020 [Imo Volts 120 1208 Panel 13014 Mlo Volts 277 /480 GENERAL NOTES - Location Shop 250MCB MB Amps 400 Location SHOP 250MCB t MB Amps 400 Service P Amps Watts Watts Watts Service P Amps Watts Watts Watts Service P Amps Watts Watts Watts Service P Amps Watts Watts Watts 1. ELECTRICAL CONTRACTOR IS RESPOiJSiBLE TO REFERENCE 1 R-TOOL RM 1 20 1128 2 LATHE 2 20 750 1 886 2 1357 CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE FOR 3 R-SHOP (EAST) 1 20 180 4 750 3 MILL 3 20 886 4 SAND BLASTERA 3 20 1357 CONDUIT FILL FOR THE EXACT TYPE OF CONDUCTOR BEING 5 R-SHOP (WEST) 1 20 360 6 BUFFER WHEEL 1 20 $40 5 886 6 1357 INSTALLED AND SIZE THE CONDUIT AS REQUIRED BYCODE. 7 R-SHOP (WEST) 1 20 180 8 BAND SAW 2 20 1144 7 3878 8 637 - 9 R-SHOP (WEST) 1 20 180 10 1144 9 AIR COMP. 3 25 3878 10 SAND BLASTER B 3 20 637 11 R-SHOP (CEILING) 1 20 180 12 DRILL PRESS 1 20 1080 11 3878 12637 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY 13 R-SHOP (CEILING) 1 20 180 14 PARTS WASHER 1 1 20, 168 13 526 14- VOLTAGE DROP FOR EXACT ROUTING AND LENGTH OF ALL 15 R-SHOP (WEST) 1 20 360 16 312 15 DRILL PRESS 3 20 526 16 PARTS WASHER 2 3 20 - CONDUCTORS, 17 R-SHOP (WEST) 1 20 360 18 GRINDER 3 20 312 17 526 18 19 R-SHOP (SOUTH) 1 20 540 20 312 19 415520 13298 21 R-SHOP (SOUTH) 1 20 360 _ 22 BELT SANDER 2 20 728 21 MATIC 350 3 20 4155 : 22 SYNCROWAVE 3 60 - 13296 3. ELECTRICAL CONTRACTOR TO PROVIDE ALL DISCONNECTS AT 23 R-SHOP (SOUTH) 1 20 360 24 728 23 4155 24 13296 MECHANICAL UNITS. 25 R-SHOP (EAST) 1 20 360 26 R-OFFICE (WEST) 1 20 720 25 3324 26 5540 27 R-SHOP (EAST) 1 20 180 28 R-OFFICE (SOUTH) 1 20 720 27 PLASMA CUTTER 3 20 3324 28 BELT SANDER 3 30 5540 4. CONTRACTOR WILL BE RESPONSIBLE TO VERIFY DIMENSIONS 29 R-SHOP (EAST) 1 20 180 30 R-OFFICE (FLOOR) 1 20 720 29 3324 30 5540 OF ALL EQUIPMENT AND MAINTAIN ALL CODE REQUIRED 31 R-SHOP (EAST) 1 20 180 32 R-OFFICE (NORTH) 1 20 720 31 2853 32 5540 33 R-SHOP (WEST) 1 20 360 34 R-OFFICE (NORTH) 1 20 720 33 RTU-1 3 15 2853 34 IRON WOKER 3 30 5540 CLEARANCES. EQUIPMENT BASED ON SIEMENS EQUIPMENT, 35 R-SHOP (WEST) 1 20 360 36 R-OFFICE (NORTH) 1 20 720. 35 2853 36 5540 PROVIDE SEISMIC SUPPORTS AS REQUIRED. 37 R-SHOP (WEST) 1 20 540 38 R-OFFICE (SOUTH) 1 20 720 37 942 38 SPARE 1 20 39 R-SHOP (WEST) 1 20 540 40 R-OFFICE (SOUTH) 1 20 720 39 WEF-1 3 15 942 40 SPARE 1 20 5. ALL ELECTRICAL WORK WILL COMPLY WITH THE CURRENT 41 FCU-1 1 20 1176 42 R-OFFICE (EAST) 1 20 720 41 942 42 SPARE 4 2a NATIONAL ELECTRICAL CODE (NEC)APPROVED BY OREGON 43 UH-1 1 20 1056 44 L-SHOP 1 20 752 43 SPARE 1 20 44 SPARE 1 20 WITH ALL AMENDED ELECTRICAL CODES. ? 45 UH-1 1 20 1056 46 SPARE 1 20 45 SPARE 1 20 46 SPARE 1 20 47 58&1 1 25 1656 48SPARE 1 20 47 SPARE 1 20 48 SPARE 1 20 + 49 AD-1 1 20 1176 50 13,758 49 SPARE 1 20 5o 24,384 6. SWITCHBOARDS, PANELBOARDS, CONTROL PANELS AND 51 INVERTER 1 20 - 1500 52 PANEL 13021 1 200 13,712 51 SPARE 1 20 52 PP-13020 3 125 23,522 MOTOR CONTROL CENTERS AND HVAC UNITS WILL BE FIELD 53 L-BEANCHES 1 20 376 54 13,467 53 SPARE 1 20 54 23,595 MARKED TO WARN QUALIFIED PERSONNEL OF THE POTENTIAL Phase A 24,384 Watts 203 Amp Phase A 67,318 Watts 243 Amp ARC FLASH HAZARDS AND THE APPROPRIATE PERSONAL Phase B 23,522 Watts 196 Amp Phase B 66,456 Watts 240 Amp PROTECTIVE EQUIPMENT (PPE) PER.2014 NEC ART 110-16 AND Phase C 23,595 Watts 197 Amp Phase C 66,529 Watts 240 Amp NFPA 70E-2015. THE MARKINGS SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE Total 71,501 Watts 199 Amp Total 200,303 Watts 241 Amp EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT. 7. DRY TYPE TRANSFORMERS EQUAL TO OR GREATER THAN 15 KVA SHALL BE NEMA TP-1-2000 TO COMPLY WITH ENERGY CODE. . PARTIAL LEGEND 8. DRY TYPE TRANSFORMERS SEPARATELY DERIVED SYSTEMS, MCC-13001 (E) MCC-13001 (E) SHALL TERMINATE TO BUILDING STEEL AND WATER, PER NEC SWITCH SSE FUSED SWITCH ART 250.30(A)(4)AND 250.104(A)(4) ^I 4-#250 (a TRIP 144 GRD 9. FUSES WILL BE PROVIDED WITH REJECTION TYPE FUSE ( CIRCUIT BREAKER ® HOLDERS. 2504 3"C ir DRY TYPE TRANSFORMERS VD% - 0.6 LENGTH -146' --D;_.. GROUND METER BASE (X) (X) N PP PP PP a PP 13014E 13014A 13020 w 13014 MOTOR CONNECTION c- Fa DISCONNECT SWITCH: 443/0 441 FUSED 146 GRD 1-#6 GRD " N 1200 4 FEEDER DESIGNATION 0 2C VD% 0.6 2VD°o - 0.0 480 PRI LENGTH -137' LENGTH -15' C (X) T 75 150°C - 480 PRI •094 SYMBOL DENOTES FEEDER AMPACITY AND "� 5.1% IMP 1 _ - T 50 G75 A CONDUCTOR QUANTITIES. #2 208/120 SEC E402 _ 5.1% IMP Cu #2 Cu 208/120 SEC LAST NUMBER DENOTES NUMBER OF CONDUCTORS (X) F ---I 2504 ®' 44250 1-#4GRD FIRST NUMBERS DENOTES AMPACITY OF 3"C FEEDERS Q 2004 VD% - 0.1 LENGTH -15' NOTE: FOR FEEDERS NOT LISTED PROVIDE CONDUCTOR AND CONDUIT SIZES AS REQUIRED PER CURRENT EDITION OF NEC (E). (E) (E) (E) FOR AMPACITY INDICATED 13021 Q 13022 13021 0 .13022 CDI ONE—LINE RISER DIAGRAM — DEMO ONE—LINE RISER DIAGRAM SCALE: NTS C2 SCALE NTS SYSTEM = DESIGN CONSULTANTS sic (21.111 333 SE SECOND AVE. SUITE 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT JEFFREY DAMS �R��GIPRO e, 1 PROJ NAME: . SHEET TITLE: SHEET: 46 OF: 48 - DWG#: ..)oef- if S�9�R Or DRN:JJD ORIG I DATE: DSN: DWG# DURHAM O&M ELECTRICAL PLOT %' JJ E401 amwa architects DATE: �O�"`' THIS BAR IS ONE INCH Services BUILDING ONE—LINE DIAGRAM & - E401 ORE ON 70 TE COUCH STREET SCHEDULES PLC#: NA ,°Fc. �� 14) c.' CHK:JFR CAD 1=ILE#:E401-RISER-MWA140� WHEN DRAWING IS FULL SUITE 401 REMODEL y ti SCALE. Our commitment is clear. PORTLAND.OR 97204 f 1/19!2016 JJQ .IFR PERMIT Psas973s,s, NF (1 APPD: JJD SCALE 1/8"8" = 1.'4' r 503 973 5060 p PRANK 0 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PHASE B PROJ# 6687 ' EXPIRES 12/31/16 x Panel PP-13021 x MIo Volts 120 /208 Panel PP-13021 x Mb Volts 120 /208 Location EXISTING _MB Amps 225 Location REVISED MB Amps 225 Service P Amps Watts Watts Watts Service P Amps Watts Watts Watts Service P Amps Watts Watts Watts Service P Amps Watts Watts Watts _ 1 PLUGMOLD N&W-(E) 1 20 1800 2 PLUGMOLD N&W-(E) 1 20 1800 1 L-SHOP CENTER 1 20 796 2 SPRAY BOOTH 1 20 1656 3 PLUGMOLD N&W-(E) 1 20 1800 4 PLUGMOLD N&W-(E) 1 20 1800 3 L-SHOP WEST 1 20 1592 4 SPARE 1 20 5 PLUGMOLD N&W-(E) 1 20 1800 6 PLUGMOLD N&W-(E) 1 20 1800 5 L-SHOP WEST 1 20 1592 6 SPARE 1 20 7 PLUGMOLD N&W-(E) 1 20 1800 8 PLUGMOLD N&W-(E) 1 20 1800 7 R-SHOP(SOUTH) 1 20 540 8 SPARE . 1 20 9 R-BAT CHARGER-(E) 1 20 1440 10_PLUGMOLD N&W-(E) 1 20 1800 9 SPARE 1 20 10 SPARE 1 20 11 R-BAT CHARGER-(E) 1 20 1440 12 PLUGMOLD N&W-(E) 1 20 1800 11 L-HALL,TOOL 1 20 464 12 SPARE 1 20 13 R-BAT CHARGER-(E) 1 20 1440 14 R-BAT CHARGER-(E) 1 20 L 1440 13 SPARE 1 20 14 SPARE 1 20 _ 15 R-BAT CHARGER-(E) 1 20 1440 16 SPACE 15 SPARE 1 20 16 SPACE 17 R-BAT CHARGER-(E) 1 20 1440 18 SPACE 17 SPARE 1 20 18 SPACE 19 R-BAT CHARGER-(E) 1 20 1440 20 2"PIPE MACH-(E) 1 20 1176 19 SPARE 1 20 20 2"PIPE MACH-(E) 1 20 1176 21 STEAM CLEANER-(E) 1 20 1800 22 HOT TANK-(E) 1 20 180 21 STEAM CLEANER-(E) 1 20 1800 22 HOT TANK -(E) 1 20_ 180 23 PARTS WASHER-(E) 1 20 1176 L 24 BAND SAW-(E) 1 20 L 1126 23 PARTS WASHER-(E) 1 20 1176 24 BAND SAW -(E) 1 20 1126 25 FORGE-(E) 1 20 1920 26 TABLE SAW-(E) 1 20 1920 25 FORGE-(E) 1 20 1920 26 TABLE SAW -(E) 1 20 1920 27 DRILL BIT GRINDER-(E) 1 20 600 28 ROD HEATER-(E) , 1 20 1920 27 DRILL BIT GRINDER-(E) 1 20 600 28 ROD HEATER-(E) 1 20 1920 29 WIRE WELDER-(E) 1 20 1920 30 SPARE 1 20 29 WIRE WELDER-(E) 1 20 1920 30 SPARE 1 20 31 SPARE 1 20- 32 DOOR OPERATOR-(E) 1 20 864 31 SPARE 1 20 32 DOOR OPERATOR-(E) 1 20 864 33 DOOR OPERATOR -(E) 1 20 864 34 DOOR OPERATOR-(E) 1 20 864 33 SPARE 1 20 34 DOOR OPERATOR-(E) 1 20 864 35 DOOR OPERATOR-(E) 1 20 864 36 DOOR OPERATOR-(E) 1 20 864 35 SPARE 1 20 36 DOOR OPERATOR-(E) 1 20 864 37 DOOR OPERATOR -(E) 1 20 864 38 _ 4886 37 SPARE 1 20 38 _ 4886 39 AIR DRYER-(E) 1 20 180 40 PANEL PP-13022 3 100 6576 39 AIR DRYER-(E) 1 20 180 40 PANEL PP-13022 3 100 6576 41 EAST JIB CRANE-(E) 1 20 1656 42 6325 41 SPARE 1 20 42 6325 Phase A 23,150 Watts 193 Amp Phase A 13,758 Watts 115 Amp Phase B 21,264 Watts 177 Amp Phase B 13,712 Watts 114 Amp Phase C 22,211 Watts 185 Amp Phase C 13,467 Watts 112 Amp Total 66,625 Watts 185 Amp Total 40,937 Watts 114 Amp Panel PP-13022 _ MIo Volts 120 /208 Panel PP-13022 �_ Mlo Volts 120 /208 - Location EXISTING 100MCB x MB Amps 100 Location REVISED 100MCB x MB Amps 100 Service P Amps Watts Watts Watts Service P Amps Watts Watts Watts Service P Amps Watts Watts Watts Service P Amps Watts Watts Watts 1 WATER HEATER-(E) 2 30 2250 2 'Ft-CONV-(E) 1 20 900 1 WATER HEATER-(E) 2 30 2250 2 R-CONV-(E) 1 20 900 3 2250 4 R-JAN ROOM-(E) 1 20 360 3 2250 4 R-JAN ROOM (E) 1 20 360 5 R-ROOF-(E) 1 20 1035 6 GHU-(E) 1 20 1520 5 R-ROOF-(E) 1 20 1035 6 GHU-(E) 1 20 1520 7 R-HALL-(E) 1 20 540 8 WATER COOLER-(E) 1 20 500 7 R-HALL-(E) 1 20 540 8 WATER COOLER-(E) 1 20 500 9 10 RADIANT&GHU-(E) 1 20 1920 9 10 RADIANT&GHU-(E) 1 20 1920 11 SPARE-(E) 3 30 12 SECURITY PANEL-(E) 1 20 500 11 SPARE-(E) 3 30 12 SECURITY PANEL-(E) 1 20- 500 13 14 LUB OIL PUMP-(E) 1 20 696 13 14 LUB OIL PUMP-(E) 1 20 696 15 COMPUTER RM AC-(E) 2 20 1350 16 LUB OIL PUMP-(E) 1 20 696 15 COMPUTER RM AC-(E) 2 20 1350 16 LUB OIL PUMP-(E) 1 20 696 17 1350 18 UNKNOWN-(E) 1 20 1920 17 1350 18 UNKNOWN-(E) 1 20 1920 Phase A 4,886 Watts 41 Amp Phase A 4,886 Watts 41 Amp Phase B 6,576 Watts 55 Amp Phase B 6,576 Watts 55 Amp Phase C 6,325 Watts 53 Amp Phase C 6,325 Watts 53 Amp Total 17,787 Watts 49 Amp Total 17,787 Watts 49 Amp _ Panel INV _ Mlo Volts 120 Location SHOP x MB A A Service P Amps • Watts Service P Amps Watts 480 V 1 LE-OFFICE 1 20 141 2 LE-SHOP 1 20 796 EQUIPMENT GROUNDING 3 1 20 4 1 20 CONDUCTOR A B C --- '-- -'- - Phase A 937 Wafts 8 Amp 4DRY TYPE Total 937 Watts 8 Amp NEUTRAL TRANSFORMER DESCRIPTION : UNINTERRUPTIBLE POWER SYSTEMS MANUFACTURE: MYERS POWER PRODUCTS,INC.OR APPROVED EQUIVALENT SUPPLY-SIDE —fix Model#: E-1150 BONDING JUMPER , - --- --- -- KVA: 1.5 20;Y/120 V KW: 1.5 INPUT: 120 volt GROUNDING ELECTRODE OUTPUT 120 volt CONDUCTOR,SEE ONE LINE OUTPUT CM QUANTITY: $ FOR SIZE SUPPLY-SIDE BONDING JUMPER NOTES: OUTPUT CIRCUIT BREAKERS N G98%EFFICIENCY@ FULL LOAD 0 r PROVIDE FACTORY START UP ROUTE TO MDP •-• ' GROUND BAR . E-1150 SPECIFICATIONS: * SYSTEM BONDING DESIGN-LINE INTERACTIVE PWM INVERTER TYPE UTILIZING IGBT TECHNOLOGY WITH 2rnS TRANSFER TIME JUMPER CONTROL PANEL-MICROPROCESSOR CONTROLLED 4X20-CHARACTER DISPLAY WITH TOUCH PAD CONTROLS/FUNCTION SCROLLING SYSTEM STATUS. METERING-INPUT&OUTPUT VOLTAGE,BATTERY VOLTAGE,BATTERY AND OUTPUT CURRENT,OUTPUT VA,TEMPERATURE,INVERTER WATTAGE. ALARMS-HIGH/LOW BATTERY CHARGER FAULT,NEAR LOW BATTERY,LOW BATTERY,LOAD REDUCTION FAULT,OUTPUT OVERLOAD, HIGH/LOW AC INPUT VOLTS, HIGH AMBIENT TEMPERATURE,INVERTER FAULT&OUTPUT FAULT. DETAIL: DRY TYPE X F M R GROUND WARRANTY-1 YEAR STANDARD INCLUDES ALL PARTS,LABOR AND TRAVEL WITHIN 48 CONTIGUOUS STATES. 10 YEAR PRORATED WARRANTY ON BATTERIES. SYSTEM NTS FACTORY START-UP-REQUIRED DESIGN ( CONSULTANTS uc 333 SE SECOND AVE. SUITE 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT JEFFREY DAVIS PROF?, CRN: ORIGPROD NAME: SHEET TITLE: SHEET: 47 aF: 48 DWG#: ("....i.-§,o& ,�'�NGINEE,� sib JJD DATE: I 1$1 i- 4DURHAM O&M ELECTRICAL PLOT ' `r DSN:JJp DWG#: E402 mUJa architects BUILDING PANEL SCHEDULES DA's ORE ON THIS BAR IS ONE INCH r, E; ]W Services 70 NW COUCH STREET DETAILS PLC#: NA E402 �,� �Fc ��,�, CHK:JFR CADFtLE#E4Q2-PNL-MWA1402 WHEN DRAWING IS FULL Our commitment is clear. SUITE 4131 REMODEL • 6, 1 4' SCALE. PORTLAND,OR 97209 APPD:JJD SCALE: 1/8" = 1'-0" 1/,19/2016 JJD JFR PERMIT DOCUMENTS tiN G� PSO39735151 FR iN REV# •DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 _ F 503 973 5060 PHASE B CWS 6687 PROJ#: EXPIRES 12/31/16 dMIYINWIWINIIIIII.Mill11111141•11 •1164•01111111•MOMOMMINIINNIMIIIIIMIIIIIIIIIIIMMINIII . — — EQUIPMENT CONNECTION SCHEDULE FEEDER(CU ONLY) NEMA DESIGANATION DESCRIPTION VOLTAGE PH LOAD KW/HP/AMP PANEL CIRCUIT QTY SIZE CONDUIT PLUG NOTES A MACHINING MILL 480 3 3.2 AMP 13014 1,3,5 3 #12 3/4 B LATHE 208 1 1.5 KW 13020 2,4 3 #12 3/4 C SLIP ROLL — — — — — D BUFFER WHEEL 120 1 7.0 AMP 13020 6 2 #12 3/4 E AIR COMP 480 3 10.0 HP 13014 7,9,11 3 #10 3/4 F AIR RECEIVER TANK — — — — — — G METAL CUTTING BANDSAW 208 1 11.0 AMP 13020 8,10 3 #12 3/4 H DRILL PRESS 480 3 1.9 AMP 13014 13,15,1.7 3 #12 3/4 J HYDAULIC PRESS 120 1 9.0 AMP 13020 12 2 #12 3/4 K SHEET METAL BRAKE PRESS — — — — L SHEET METAL SHEER — — — — — — M SANDBLASTER PART A 480 3 4.9 AMP 13014 2,4,6 3 #12 3/4 N SANDBLASTER PART 8 480 3 2.3 AMP 13014 8,10,12 3 #12 3/4 P PARTS WASHER 1 120 1 1.4 AMP 13020 14 2 #12 3/4 Q PARTS WASHER 2 480 3 13014 14,16,18 R MATIC 350 WELDER 480 3 15.0 AMP 13014 19,21,23 3 #10 3/4 S SYNCROWAVE WELDER 480 3 48.0 AMP 13014 20,22,24 3 #6 1 T PLASMA CUTTER 480 . 3 12.0 AMP 13014 25,27,29 3 #12 3/4 U GRINDER 208 3 2.6 AMP 13020 16,18,20 3 #12 3/4 ✓ BELT SANDER 208 1 7.0 AMP 13020 22,24 2 #12 3/4 W BELT SANDER 480 3 20.0 AMP 13014 26,28,30 3 #10 3/4 X NOT USED — — — — — — Y SPRAY BOOTH 120 1 13.9 AMP 13021 2 3 #12 3/4 2 . - Z IRON WORKER 480 3 20.0 AMP 13014 32,34,36 3 #10 3/4 ... GENERAL NOTES: 1 PROVIDE CONDUIT FOR ALL FEEDERS,SIZE AS REQUIRED PER THE CURRENT EDITION OF THE N.E.C. FOR CONDUCTORS SHOWN,ROUTE FROM UNIT TO PANEL DESIGNATED 2 COORDINATE EXACT LOCATIONS AND CONNECTION REQUIREMENTS OF EQUIPMENT WITH OWNER CONTRACTOR AND OTHER TRADES PRIOR TO ROUGH-IN. -, 3 COORDINATE ELECTRICAL REQUIREMENTS AND INSTALLATION WITH EQUIPMENT SUPPLIER 4 PROVIDE INSULATED GROUND WIRE IN ALL CONDUITS.NOT SHOWN IN CONDUCTOR QUANTITY 5 ELECTRICAL CONTRACTOR WILL BE RESPNISIBLE TO PROVIDE NEMA PLUB TYPES AND/OR. DISCONNECT SIZES&FUSING AS PART OF THE RECORD DRAWINGS Sheet Notes: 1 SEE ONE LINE DIAGRAM FOR FEEDER INFORMATION 2 SEE MECHANICAL EQUIPMENT SCHEDULE MECHANICAL EQUIPMENT CONNECTION SCHEDULE FEEDER(CU ONLY) NEMA DESIGANATION DESCRIPTION VOLTAGE PH LOAD KW/HP/AMP PANEL CIRCUIT QTY SIZE CONDUIT PLUG NOTES RTU-1 OFFICE ROOFTOP UNIT 480 3 10.3 MCA 13014 31,33,35 3 #12 3/4 FCU-1 FAN COIL UNIT 120 1 1/2 HP 13020 41 2 #12 3/4 UH-1 UNIT HEATER 120 1 1/6 HP 13020 43,45 2 #12 3/4 (4)QTY EF-1 EXHAUST FAN 120 1 48.0 W 13020 1 2 #12 3/4 REF-1 ROOF EXHAUST FAN 120 1 1/2 HP EXIST. 2 #12 3/4 (4)QTY SB-1 SPRAY BOOTH E/F 120 1 3/4 HP 13020 47 2 #10 3/4 WEF-1 WELDING E/F 480 3 2.0 HP 13014 37,39,41 3 #12 3/4 AD-1 AIR DRYER 120 1 1/2 HP 13020 49 2 #12 3/4 GENERAL NOTES: 1 PROVIDE CONDUIT FOR ALL FEEDERS,SIZE AS REQUIRED PER THE CURRENT EDITION OF THE N.E.C. FOR CONDUCTORS SHOWN, ROUTE FROM UNIT TO PANEL DESIGNATED 2 COORDINATE EXACT LOCATIONS AND CONNECTION REQUIREMENTS OF EQUIPMENT WITH OWNER CONTRACTOR AND OTHER TRADES PRIOR TO ROUGH-IN. 3 COORDINATE ELECTRICAL REQUIREMENTS AND INSTALLATION WITH EQUIPMENT SUPPLIER 4 PROVIDE INSULATED GROUND WIRE IN ALL CONDUITS.NOT SHOWN IN CONDUCTOR QUANTITY 5 ELECTRICAL CONTRACTOR WILL BE RESPNISIBLE TO PROVIDE NEMA PLUB TYPES AND/OR DISCONNECT SIZES&FUSING AS PART OF THE RECORD DRAWINGS SYSTEM DESIGN CONSULTANTS tic. ---I -.7 - 333 SE SECOND AVE, SUITE 100 PORTLAND OREGON 87214, • 503-248-0227 FAX 248-0240 CONTACT: JITNEY DAVIS ,RS,S) PROr es 4r, ORN00E4% 4/0 ORIG PROJ NAME: SHEET TITLE: SHEET: 48 OF: 48 DWG#: :JJDDATE: = --M DURHAM O&M ELECTRICAL / 1;1# ..... PLOT ., DSN:lip DWG#: E403 mwa architects THIS BAR IS ONE INCH P. aeariWater4Services 70 NW COUCH STREET BUILDING SCHEDULES DATE: E403 OREGIN Our CHK:jFR CAD FILE#:E403-SCH-MWA1402 WHEN DRAWING IS FULL commitment is clesr. SUITE 401 REMODEL PLC* NA 4, C),C,,, ,(10,4) 0) PORTLAND,OR 97209 153/r. I ,r‘ciS: SCALE. 1/19/2016 JJD JFR PERMIT DOCUMENTS P 503 973 5151 r RANK vcv CWS APPD: JJD SCALE: 1/8" = l'-0" PHASE IB PROJ#: EXPIRES 12/31/16 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 F SD3 973 5060 6687 . , RECEIVE!) DURHAM O & M BUILDING REMODEL PHASE AUG 1 7 2016 1B . PERMIT REVISION SET CITYO TIGARD Clean Water Services Project # 6687 ; ' ` { PROJECT TEAM GENERAL NOTES - OWNER ARCHITECTURAL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL 1. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS ON SITE. NOTIFY OWNER'S REPRESENTATIVE OF ANY CLEAN WATER SERVICES MWA ARCHITECTS ABHT STRUCTURAL SYSTEM DESIGN SYSTEM DESIGN SYSTEM DESIGN DISCREPANCIES BEFORE START OF WORK. DURHAM AWWTP 70 NW COUCH STREET, SUITE 401 ENGINEERS CONSULTANTS, INC CONSULTANTS, INC CONSULTANTS, INC 2, ALL WORK TO COMPLY WITH THE STATE OF OREGON STRUCTURAL SPECIALTY CODE, AND WITH ALL OTHER 16060 SW 85TH AVENUE PORTLAND, OR 97209 1640 NW JOHNSON ST 333 SE 2ND AVENUE, 333 SE 2ND AVENUE, 333 SE 2ND AVENUE, APPLICABLE MUNICIPAL, COUNTY, STATE AND FEDERAL CODES AND REGULATIONS. TIGARD, OR 97224 PH: 503.973.5151 PORTLAND, OR 97209 SUITE 100 SUITE 100 SUITE 100 3. DO NOT SCALE THE DRAWINGS. PLAN DIMENSIONS TO NEW AND EXISTING PARTITIONS ARE TO FACE OF FINISH PH: 503.547.8150 FAX: 503.973.5060 PH: 503.243.6682 PORTLAND, OR 97214 PORTLAND, OR 97214 PORTLAND, OR 97214 UNLESS NOTED OTHERWISE. AT LOCATIONS WHERE NEW WALLS ALIGN AND ADJOIN WITH EXISTING WALLS, CONTACT: TIM RONDEAU CONTACT: JEAN VON BARGEN ROOT, FAX: 503.243.6622 PH: 503.248.0227 PH: 503.248.0227 PH: 503.248.0227 MEET AND MATCH EXISTING SURFACE. PROJECT MANAGER FAX: 503.248.0240 FAX: 503.248.0240 FAX: 503.248.0240 4. CONDITIONS AND DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES, UNLESS SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SHEET INDEX SPECIFIC NOTES AND DETAILS. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION ON THE PROJECT. GENERAL STRUCTURAL MECHANICAL ELECTRICAL 5. THE CONTRACTOR IS RESPONSIBLE FOR PATCHING, REPAIRING, ETC., OF ANY EXISTING FINISHED AREAS G001 COVER SHEET/PROJECT INDEX 5001 GENERAL NOTES M105 HVAC FLOOR PLAN E201 FLOOR PLAN - LIGHTING (FLOORS, WALLS, CEILINGS, NC PAVEMENT, CONCRETE, LANDSCAPING) DAMAGED OR MODIFIED FOR THE INSTALLATION OF NEW SYSTEMS OR THE ABANDONMENT OF EXISTING SYSTEMS. CONTRACTOR TO G002 CODE DATA S201 FOUNDATION PLAN E202 FLOOR PLAN - LIGHTING - PHOTOMETRICS COORDINATE ANY REQUIRED WORK IN THE ADJACENT AREAS. S302 INTERIOR ELEVATIONS E203 FLOOR PLAN - LIGHTING - EGRESS 6. PROVIDE SHORING, BRACING, SUPPORT AND PROTECTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY S601 FRAMING DETAILS E301 FLOOR PLAN - POWER/SIGNAL OF THE PROJECT AND TO PROTECT EXISTING CONSTRUCTION TO REMAIN. ARCHITECTURAL E302 FLOOR PLAN - FIRE ALARM 7. ALL ABANDONED UTILITIES TO HAVE CONDUIT OR PIPING REMOVED AND CAPPED OFF AT THE EXTENT OF THE A105 FLOOR PLAN PLUMBING E401 ONE-LINE DIAGRAM AND SCHEDULE PROJECT OR AS REQUIRED FOR THE CONTINUED OPERATION OF THE REMAINING SYSTEM. A106 EQUIPMENT & FURNITURE PLAN P105 FLOOR PLAN 8. CONTRACTOR TO COORDINATE WITH THE OWNER AND BUILDING TENANTS ANY INTERRUPTION OF ELECTRICAL, A107 ENLARGED FLOOR PLAN & INTERIOR ELEV. MECHANICAL, PLUMBING OR FIRE PROTECTION SERVICES. ANY INTERRUPTION TO THE SERVICES ARE TO BE A108 REFLECTED CEILING PLAN SCHEDULED IN ADVANCE AND THE DURATION OF THE INTERRUPTION HELD TO THE ABSOLUTE MINIMUM. A403 DETAILS 9. THE CONTRACTOR SHALL VERIFY ALL FIGURES, DIMENSIONS, MATERIALS, ETC., ON THE DRAWINGS WITH ALL A500 SCHEDULES OTHER DRAWINGS AND WITH THE VARIOUS MANUFACTURER'S INSTALLATION REQUIREMENTS BEFORE COMMENCING ANY OF THE WORK HEREIN SHOWN. 10. ANY WORK DEVIATING FROM THE DRAWINGS WILL BE REJECTED UNLESS THE CHANGE IS AUTHORIZED IN WRITING. rn 3 > ABBREVIATIONS NOTE: ALL ABBREVIATIONS SHOWN DO NOT APPEAR ON DRAWINGS SYMBOLS c�Pl -�-o ~7 W cc ABV ABOVE (E) EXISTING INT INTERIOR SAM SELF ADHESIVE MEMBRANE City of Tigard H ACT ACOUSTIC CEILING TILE EA EACH INSUL INSULATION SC SOLID CORE PLAN 6 GRID BUBBLE App . e• Plans ADJ ADJACENT EF EACH FACE SCHED SCHEDULElel DRAWING TITLE w ADJUST ADJUSTABLE EIFS EXTERIOR INSULATION FINISH SYSTEM JT JOINT SD SMOKE DETECTOR SCALE: N.T.S. B ��%�►'/L Date 2 .,.. , AFF ABOVE FINISH FLOOR EJ EXPANSION JOINT +010° CEILING HEIGHT t BS �- `' ALC ALCOVE ELECT ELECTRICAL LAV KS KNEE SPACE SHT SQUARE FEET 0 ALUM ALUMINUM ENCL ENCLOSED MAXMAXIMUM SHTG SHEATHING At. DETAIL NO. CPT\SV FLOOR TRANSITION REVISION ro ANDD ANODIZED EQ EQUAL MDO MEDIUM DENSITY OVERLAY SIM SIMILAR SHEET NO. EXTERIOR ELEVATION • isi, 10 APT APARTMENT EQUIP EQUIPMENT SM SHEET METAL AL T.O. WALL ELEVATION HEIGHT A roved ' Tr ASSEMB ASSEMBLY EUELEV ELEVATION MECH MECHANICAL SOG SLAB ON GRADE A Y 9'-0" ��es AV AUDIO VISUAL EXT EXTERIOR MFR MANUFACTURER SPECS SPECIFICATIONSti shall be onon site. a ATD AIR TRANSFER DUCT MIN MINIMUM SS STAINLESS STEEL D �� B DETAIL NO. 4 WORK POINT, CONTROL POINT, OR DATUM POINT • FACT FACTORY FINISH MIL METAL STD STANDARD Ta INTERIOR ELEVATION OFFICE COPY r BD BOARD FEC FIRE EXTINGUISHER CABINET SHEET NO. o BLDG BUILDING FD FLOOR DRAIN NIC NOT IN CONTRACT STL STEEL C VIEW o NTS NOT TO SCALE SUSP SUSPENDED ALII REVISION MARK AND CLOUD ✓ v BLKG BLOCKING FDC FIRE DEPARTMENT CONNECTION T&B TOP & BOTTOM d, BM BEAM FF FINISH FLOOR O BO BOTTOM OF FG FINISH GRADE OC ON CENTER TEMP TEMPERED GLASS SECTION NO. OD OUTSIDE DIMENSION BTWN BETWEEN FIN FINISH THRU THROUGH I BUILDING SECTION cm OPNG OPENING VICINITY MAP BYND BEYOND FLR FLOOR OPP OPPOSITE TO TOP OF 19 SHEET NO. .3 FLUOR FLUORESCENT TOC TOP OF CONCRETE B CAB CABINET OSOI OWNER SUPPLIED & OWNER FND FOUNDATION TOJ TOP OF JOIST v CB CATCH BASIN INSTALLED $. CBU CEMENTITIOUS BACKER UNIT FO FACE OF OSCI OWNER SUPPLIED & CONTRACTOR TOM TOP OF MASONRY Holiday Inr,Express s� Portland South- CG CORNER GUARD FOC FACE OF CONCRETE TOW TOP OF WALL y ,� 11 INSTALLED DETAIL NO. DETAIL KEY la CJ CONTROL JOINT FOF FACE OF FINISH TS TUBE STEEL T� ►` SHEET NO. c �� co Oregar,.Stale Sat ,� CO „- _ :f-i CL CENTER LINE FOS FACE P F STRUCTURE T PAINT TYP TYPICAL w �rn i sw auifir ads FP FIRE PANEL PL PLATEill CLO CEILING 'Tigard High n seal 2 CLR CLEAR FRCS FIBER REINFORCED CEMENT SIDING PLAM PLASTIC LAMINATE UNO UNLESS NOTED OTHERWISE I 0 CMU CONCRETE MASONRY UNIT FT FEET PLBG PLUMBING VCT VINYL COMPOSITION TILE1 m COL COLUMN FTG FOOTING PLYWD PLYWOOD VIF VERIFY IN FIELD ITE � ,/ ROOM 1 1 , E CONC CONCRETE GA GAUGE PNL PANEL VEN VENEER 100 ROOM NAME/NUMBER s . , ' �, p PT PRESSURE TREATED VERT VERTICAL {.. CONT CONTINUOUS GALV GALVANIZED ? V cy CONST CONSTRUCTION GC GENERAL CONTRACTOR PTN PARTITION RAD RADIUS W WASHER , ' :. U CPT CARPET GL GLASS DOOR SYMBOL s�"wr°r , •�Consunrer Geluiar o CS COUNTERSINK GYP BD GYPSUM BOARD R RUBBER BASE W/ WITH ii, _ r x= Lo CTR CENTER WC WATER CLOSET X WINDOW TYPE/LOUVER .:, 4 HB HOSE BIBS RCP REFLECTED CEILING PLAN,crWD WOOD K J 0 DBL DOUBLE HC HOLLOW CORE REF REFRIGERATOR TYPE Durham city Park r� WDW WINDOW - _ REINF REINFORCE 1 sr DEMO DEMOLITION HCP HANDICAPPED W/O WITHOUT KEYNOTE IT DIA DIAMETER HD HEAT DETECTOR REQ'D REQUIRED WO WHERE OCCURS $`'' C DIM DIMENSION HM HOLLOW METAL RESIL RESILIENT W/P WATER-PROOF ' o DISP DISPENSER HOR HORIZONTAL RM ROOM PARTITION TYPEo% ar Heron Grove Cary Park 4t'<< �. W/R WEATHER-RESISTIVE ,� ` - DN DOWN HR HOUR RO ROUGH OPENING DURHAM E ��e c DS DOWNSPOUT HT HEIGHT RUB RUBBER ' ^f i DR DOOR f A i�n creme sw isr►ggeh ww i. = � 0 DTL DETAIL The Grand Hotel a ,, at 8r dgeport cv � � NORTH ARROW _ . Sw EIIm®n Ln . ,., DWG DRAWING 5. 5 DWR DRAWER a. DRN:NCS DORIG ATE: PROJ NAME: SHEET TITLE: SHEET: 1 OF: 48 DWG#: C,.°5) % 1===== 0CoDURHAM O&M GENERAL %;. - a.klOGRA 'r) ` PLOT 8/2/16 '4 �-” c�' \ mwa architects BUILDING COVET SHEET DATE: GOO I 4r/i ` ciiDSN:N S DWG G001 THIS BAR IS ONE INCH C,�Iea.IlWatler �1'VtCeS (� 70 NW COUCH STREET - CHK:JVBR CAD FILE#:1445.01-G001 - PERMIrE�' OIA�AWING IS FULL Q 7/22/2016 PERMIT REVISION SET SUITE 401 REMODEL PROJECT INDEX �� ' cl SCALE. 1/19/2016 PERMIT SET Our commitment �S clear. PORTLAND. PLC NA ��,�. APPD:JVBR SCALE: NONE Frr, �7rsaso ', ,. REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsborra Hwy. Hillsboro, Oregon 97123-9379 MWaAREHITECTs.CUM PHASE 1B PR #: 6687 Or a SITE DATA PROJECT DATA DEFERRED SUBMITTALS ACCESSIBILITY SUMMARY SITE DESCRIPTION: DURHAM ADVANCED WASTEWATER TREATMENT PROJECT SHOP AND OFFICE AREA TENANT IMPROVEMENT FIRE SPRINKLER SYSTEM THE EXISTING RESTROOM IS BEING ENLARGED AND UPGRADED TO COMPLY FACILITY OPERATIONS AND MAINTENANCE (O&M) DESCRIPTION: BRIDGE CRANE AND SUPPORTING STRUCTURAL FRAME WITH CLEAR FLOOR SPACE REQUIREMENTS, FIXTURE HEIGHTS AND PARTIAL SHELL AND CORE IMPROVEMENTS IN SHOP, ALUMINUM STOREFRONT SYSTEM ACCESSORY REACH RANGES. A NEW 3'-0" DOOR TO THE REST ROOM IS BEING LIMITED EXTERIOR WORK (SECTIONAL DOOR INFILL). BUILDING CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) FIRE ALARM SYSTEM INSTALLED TO PROVIDE REQUIRED CLEAR WIDTH. THE EXISTING PATH OF CHAPTER 34 EXISTING STRUCTURES TRAVEL FROM THE AREA OF PRIMARY FUNCTION TO ACCESSIBLE RESTROOMS SITE LOCATION: 16060 SW 85TH AVENUE 1 ENERGY CODE REQUIREMENTS IS COMPLIANT, THE FLOORS IN THE SHOP ARE TO BE LEVELED. IN ADDITION, TIGARD, OR 97224 CONSTRUCTION IIIB WITH HEAVY TIMBER ROOF ALL NEW AND EXISTING DOORS IN AREA OF ALTERATION ARE TO RECEIVE NEW TYPE (CHAPTER 6): OREGON ENERGY EFFICIENCY CODE 2014, 101.4.2 COMPLIANT LEVER HARDWARE, AUDIBLE NISUAL ALARMS AS REQUIRED BY SITE AREA: TENANT IMPROVEMENT AREA 6100 S.F. REMOVAL OF OVERHEAD SECTIONAL DOORS. INFILL WITH R-21 PER TABLE CODE ARE TO BE INSTALLED. 502.1.1. ZONING DATA (TIGARD MUNICIPAL CODE) OCCUPANCY: MIXED OCCUPANCY (B) BUSINESS! (F-1) FACTORY 25% PROJECT EVALUATION ($600,000) _ $150,000 FULLY FIRE PROTECTED PER NFPA 13 BUILDING - ALLOWABLE AREA ZONE: CHAPTER 18.650 DURHAM ADVANCED WASTEWATER ACCESSIBLE UPGRADE COSTS= $150,000 TREATMENT FACILITY PLAN DISTRICT (B) BUSINESS BASE ALLOWABLE FLOOR AREA EXISTING BUILDING TABLE -DEMOLITION AND BARRIER REMOVAL=$100,000 A SF LOAD OCC REQ'D/ PROVIDED EXIT (PER503) ALLOWABLE 19,000 PER TABLE -ACCESSIBLE RESTROOM UPGRADE=$25,000 SUBDISTRICT: OPERATIONS SUBDISTRICT FACTOR LOAD EXIT DISTANCE 503 -DOOR HARDWARE UPGRADES=$25,000 X 2. 506 OFFICE (100) 485 SF 100 5 <49 = 1/1 <300' PER (19000 .52) = 9,880 USE TYPE - PERMITTED OFFICE (107) 114 SF 100 2 <49 = 1/1 <300' 19,000 + 9,880 = 28,880 SF EXISTING OFFICE: OFFICE (108) 90 SF 100 1 <49 = 1/1 <300' (ALLOWABLE BUILDING AREA) DEVELOPMENT OFFICE TENANT IMPROVEMENT 28,880 SF > ACTUAL 26,000 SF STANDARDS: (F-1) FACTORY SHOP (101) SF LOAD OCC REQ'D/ EXITS EXIT BASE ALLOWABLE HEIGHT EXISTING 1 STORY BUILDING BUILDING FIRE DETECTION AND SUPPRESSION HALLWAY (102) FACTOR LOAD PROVIDED EXIT DISTANCE (PER TABLE 503) 3 STORIES, 55 FEET AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 RESTROOM (103) 4,758 SF 100 48 < 49 = 1/1 250' PARKING SUMMARY TOOL ROOM (104) 180 SF - N/A < 49 = 1/2 250' COMPRESSOR 115 SF - N/A < 49 = 1/1 250' PORTABLE FIRE EXTINGUISHER: TOTAL OF ONE WITHIN 30 FEET OF WHERE HOT NO CHANGES TO EXISTING PARKING ROOM (106) 194 SF 100 2 < 49 = 1/1 250' WORK PERFORMED (IFC 3504.2.6) REST OF SHOP MUST BE WITHIN 50 FEET OF 20-B 83 SF 100 1 < 49 = 1/1 250' EXTINGUISHER • 1 Ai I i ' 1 Alv All 7/e,/ /te//X/ lr diol A010 i ■L___. �/. Lra� rA1L_ LA. 047 ifv/v," PP il �, I :M..F-O;.Wki s is -� .�,�_� ;�iga�i�� I� �- U� t • t-_ .. A Y 1,. �.._. II -, LEGEND ii- 1::::fr 0 -4 1 — — -- — _L= =-- - — _ 1 142-6 L _ _ _ J L_ .., _ 11.111 _ 48 +Pm POINT OF EXIT W/OCCUPANT LOAD 0 to 111111 illi u 0 (E) EXIT SIGN L OFFICE 1 SHOP 100 MARKED EXITWAY 101 5'-3"■ no an MI • EXIT PATH AND DISTANCE. EGRESS v. ,i•4 �� PER OSHA 1926.34 LIGHTING PROVIDED ACROSS ENTIRE 04 .L,I (B) BUSINESS 1 (F-1) FACTORY EGRESS PATH. MIN 1 FOOT CANDLE AS o _ 485 SF 18 14"� 7 1 4,758 SF MEASURED AT FLOOR LEVEL r l �� 1 AREA OF NO WORK 9 - f - -� e - . o ■�, 1 _-_- _1 111�r w I u ■ 0 ; I : _ . . aim in m■ M IN o■ ■m oil No mu nun .n .m Ns NB .. mm mi IN an al .. FE FIRE EXTINGUISHER ° 0 ■ `'� r 8 Q II I i- I w I FE I ADA DOOR CLEARANCE SPACE Q acAl _ J' Y T . L, IL. UV/ L_ _ _J Nt. I OFFICE Al ' o p 107 I I _ I_ II 11 I I 1 I I_J_ 1 'J I 1.1 1 11 l 1 III 471 I' (B) BUSINESS '. 015;01;-°" r -- -1- 7 i _ KEY PLAN -- 40014,± 114 SF I 1 - _ _ _ /,� _ IT ! r r N.T.s. T. 1? lig r,...,.....• •moi •1111111111111111 �*moi i ate_ ^ 1 10 [3 - 3, HALLWAY �` - 1'Jr —*LJr U •L!Lf !I:J 3 r 31 FACTORY 1OFFIGE 1 �l 1 `1 "' � acsc_�s 108 't eerAl1 1 1 180 SF �'�. O .ur►r�►ra'n 3 _ 1-HR FIRE RATED WALL. E (B) BUSINESS ��C i - - A c //://// 90 SF �� I 1 THIS LOCATION ONLY 4d 0Or 1 Ilium( F ESTF�OOM J TOOL ROOM cn / 1' 1,'L- -�' 104 U ,/� IF (F-1 1151 SFS RY (F_1 194 SF) (E) GAS / 0 O ' t� '+ II STORAGE Lri 31 0 1 r 'tea' ► � • � 'R ------2--11 - R Q �.4 diir4401 ,.�_._ " E GAS ,- 11TRUE NORTH a- (I / ___ AO (F-1) FACTORY Teri STORAGE ° �' % .�� 83 SFLI VAN lit ir, - c n r APP illir -4 la."2.1 Pas IMO Atilefii ilf' co 0 o CODE FLOOR PLAN �^� PROJECT NORTH 03•a. SCALE: 1/18"=1'-0" \ / PRO/NAME: SHEET TITLE: SHEET: 2 OF: 48 DWG#: >11)4� . oRIG GENERAL ,� Ll. DRN: NCS DATE: 0 DURHAM O&M PLOTa a. u►w`f O to DSN: NCS DWG#: G002 mwa architects 8/2/16 ' �-" THIS BAR IS ONE INCH BUILDING CODE DATA DATE: G002 _ aeanWaber ervices 70 NW COUCH STREET • CHK: JVBR CAD FILE#:1445.01-G002,DWG WHEN DRAWING IS FULL ® 7/22/2016 PERMIT REVISION SET SUITE 401 0. •,Cliff Our commitment clear. PORTLAND.OR97109 REMODEL PLC#: NA -C4-. '� SCALE. 1/19/2016 PERMIT SET P Soe sr3 sist CO APPD: JVBR SCALE: NONEREV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCHITECTS.COM PHASE IB PROD#. 6687 � OF � � SHEET GENERAL NOTES 1. DIMENSIONS ARE TO GRIDLINE, FACE OF STUD, AND CENTERLINE OF DOORS AND WINDOWS, UNO. v -J 1...6 410 k.).8 MV ❑;1 D`J P.6 D.9 2. SEE A500 FOR DOOR, FINISH, AND RELITE SCHEDULE AND EXTERIOR ELEVATIONS. 3. MECHANICAL, ELECTRICAL, AND PLUMBING 'f ' 147-4" SUBCONTRACTORS TO COMPLY W/FIRE BLOCKING i 1 1 1 i r 1AND FIRE STOPPING REQUIREMENTS AT ALL 19'-9 1/2" 17'-7 1/2" 17'-7 1/2" 17'-7 1/2" 20'-6" 16'-9" 17'-7 1/2" 19'-9 1/2" PENETRATIONS OF RATED WALL, AND FLOOR/CEILING ASSEMBLIES. / ' is ( ' i ' i 4. AREAS BEYOND LINE OF WORK MAY BE INCLUDED % 4444' � ��, _. �j��, ._ IIMFr��,�,�►IF 00 5. SEE A106 FOR EQUIPMENT PLAN. 30 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO �,�, � �� INSTALLATION. �/1� j I !I 1 r I 1 7. VERIFY ALL EXISTING STRUCTURAL CONDITIONS illa '..•f! 771--1,41 ■ ■■---a-r---lrlrrlml■Iaiitu�lur�Kw molt ■1��It'i�i'.Jlilimsumu lr mom Ruwm uirrm l■u■r�III�mtii��gummum1 a 1 n�-t 1-1_11 n h n n n _n P ., BEFORE INSTALLATION. <> 0 Hirt n. . www r- w „ r ,.- ..., .. to, 01 I 1r $ I ,° " alik ` SHOP KEYNOTES 0 OIP°- (E) 0 , 1.° > OFFICE II0� = 7 a1o7 SIM AL ' 100 A r 101 r I I ,�,, c+, C EMBEDDED 8'x 15' x1112" STEEL PLATE. COORDINATE W/ 4v#111, i IE a N STRUCTURAL ` 0, r 6 / B NEW -4 E NEW 1 NEW E (E) NEW _ ABOVEiite = BOE �r� o 0 RELOCATED FIRE ALARM. COORDINATE W/ ELECTRICAL . 0 1 r 1 , t~ / 0 P ,�, �,�} 3 ELECTRICAL PANELS AND TRANSFORMER ABOVE. .% NEW grill `��ei) _ _ COORDINATE W/ ELECTRICAL ill 92 0 0 Affigt ------- - 2'-10" 29r7' 2,_10„ 6" ,-6" 2'-0 4 BRIDGE CRANE STEEL STRUCTURE, COLUMNS, © � fi D w O RUNWAY, BRIDGE, LATERAL BRACING AND HOIST 1 O - - •BOVE I _ • _ 1'-10" IMO 1 I 1 o © -�' I DELEGATED DESIGN BY CONTRACTOR ©OFFICE OFFICE -\ i111111111111111111111111111111111111111111i�J11M11111111111nui — 0 �u ui.ui/uuo u iiia ��© �+ o —1 �`° 107 108 Di�� w ;-- - ---- w (� RE-INSTALL FIRE EXTINGUISHER. CHECK FUNCTION AND X01! 111 c�- r �;a a 447-1------11 r_---,-- r- _-_i____..: ` ' COMPLIANCE PRIOR TO INSTALL 6 /�/ /lir , : d3� r o --�_=_ __�-o �- _ r ��_�! ► ,. ��__ 1_�, ,- r +---�• i <> 'r��srl�'all3 � - ,--_ 1 i I7 j ••••• •- •• ---� i 0INFILL WALL. ALIGN FACE OF FINISHED WALLS ... ►ww — _ �� ..�.w, w „►....�...►.... _ _._- --�—____—_—r;�� r;� r----► , r � -- t–r,�� T.--- 1-- 1 1 101 s� 1r— ...... ^ P Fiore 101 -; 101 « 102 � ' / (020 HALLWAY 02e I �7 NEW SLAB ON GRADE. MATCH EXISTING SLAB HEIGHT 104I m 0 •404 , • 0 t19 I • Of , • 0# , • 01 , , r��3...... 102 , r , I 0 f , • 0 , ....., i~ AT TRANSITIONS. COORDINATE LOCATIONS W/ I(8)— -— �PP _ j 401 _ _ _ _ _ _ _ _ _ �I� �. .1 _ �� I _ _ _ _ STRUCTURAL 0 t 11'-0” 8'-10" Farm �� _ L 1 I 1 !'� ' 'ESTROO e' ` ' r—f ® TRENCH DRAIN. ALIGN W/ EACH OTHER COORDINATE W/ �i illo. BRIDGE CRANE,STRUCTURAL, PLUMBING, AND v i' I I I II � = ELECTRICAL I 1 00 1 1 1 �� _ 1 I 1 Q En G I 41 �; 0!_-- ,yi TOOL ROOM 1b 0 FLUSH MOUNTED METAL PLATE AT TRENCH DRAIN. SEE r- i ► • D L 10 11/A404. COORDINATE W TR � `30� #' �� '�1 104 , • 107 •34 T & OOR / STRUCTURAL d' Al: �` 0 10 EYEWASH STATION. COORDINATE W/ PLUMBING tr .. . 4-0. _ - - - - _ _ _ .. - - - - -----I_ �.� 0 _ . PRE'•$_OR I- . vi! —.riga; I I , I I : r'o 1 f 0 ROOM I I _ r _ _ .. . - I - - _.. �C� `�J 0 166 11 SINK. COORDINATE W/ PLUMBING Fro,lir ir :":1" i22= 1 1 or_ _ .._ ! _.�..._ _ _ I _ _ _,_ _ _ _ 1 .1�rr�r�r�r ;�...lrrw �, . "iriILe 12 {E) FIRE SUPPRESSION WATER PIPES o �`U I 7409,11v cr 13 ENTIRE LENGTH OF WALL TO RECEIVE PAINT i 1 I 1 O d• �` ?A:* T14 4x8 WHITEBOARD CENTER ON WA�.L AT 32 AFF 2 IA .0 . )0.44/;#0,41:74* . ,� (E) GAS v, ( I I r AV STORAGE 15 ACOUSTIC WALL PANELS TO BE INSTALLED AT 8'-0" AFF xT. (E) GAS z' STORAGE 16 FLOOR OUTLET. COORDINATE W/ ELECTRICAL 17 PAINT EXITWAY PATH ON CONCRETE FLOOR cu 6 0 a 18 WINDOW TREATMENT oti O r� E co KEYPLAN LEGEND � j. �� c 0 N.T.S. , {C 1 rt- -� DOOR MARK. SEE SHEET A500 FOR DOOR U x _1- 100 SCHEDULE _._�_i = ,4. `�)_„ PARTITION TYPE. SEE SHEET A401 FOR F h f g-h , r ASSEMBLIES 0.o FLOOR PLAN �� AREA OF NO WORK C SCALE: 1/8" :-.. 11-0" � I f o - 0 WINDOW TYPE. SEE SHEET A500 FOR c I I WINDOW SCHEDULE - 0 °- CG CORNER GUARD. SEE DETAIL 8/A404 3 EDRN: NCS DATE: PROD NAME: SHEET TITLE: SHEET: 5 OF: 48 DWG#: e. i- -- - -� ., DURHAM O&M ARCHITECTURAL ,..„...=? . a.McI lA . DSN: NCS DWG#; mwa architects PLOT 8/2/16 "� ia �' THIS BAR IS ONE INCH f � r BUILDING FLOOR PLAN DATE: Al 0 �//,//� (o - - 7O NW COUCH STREET f/" o CHK: JVBR CAD FILE#:1445.01-Al05.DWG WHEN DRAWING IS FULL g 7/2212016 PERMIT REVISION SET SUITE 401 I• �. + SCALE. Our commitment is clear. PORTI ANO.OR 97204 REMODEL PLC#: NA .'4• 1/19/2016 PERMIT SET P SO3 973 S1S1 C� 3f 3 !t _ F SOS 973 SO60 "/� RisifJ"� j'� APPD: JVBR .SCALE: 1/$ 11-0" Hwy. MWAARCNlTECTS.COM PHASE 1 L./ PRQ#: OF �7 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro H Hillsboro, Oregon 97123-9379 66$7 GENERAL NOTES 1. EQUIPMENT AND FURNITURE PLAN FOR REFERENCE ONLY. • L. 410 M.8 NO3 RI P. (R6) P.9 EQUIPMENT LEGEND 1 f A MACHINING MILL EXISTING 1 I 1 , I 1 1 , , B LATHE EXISTING f C SLIP ROLL EXISTING f D BUFFER WHEEL EXISTING VI ' ' ' „ ,, ' ' ' ' © AIR COMPRESSOR CSCI NEW ' ��i' AIR RECEIVER TANK CSCI NEW ..,,,._. `, nfli///'„�,, L. IL..�1:A, trig".,. Imo.--_-..--..r.- �� , 1 , © METAL CUTTING BANDSAW EXISTING • H DRILLING PRESS EXISTING KiirrZ. HYDRAULIC PRESS OSOI NEW _ � r ,l'ir _ - - -NOV z' KR --_, � Q SHEET METAL BRAKE PRESS EXISTING 0 diltrjor �o All.,L,1��iL�� L =� Ea: �=,tom �=�i�Mz�a� oW®�� Y_�__1_L I j , I At � _ A _-}- L SHEET METAL SHEAR OSOI NEW ( __ IliFfr SANDBLASTER PART A OSOI NEW Orf5 ' ��.� �,�� ' ., O 01 _'_ ��E .� [ ' IF-el _- ---' __ ____ a © SANDBLASTER PART B OSOI NEW seed �- D A Z 17 I _ P PARTS WASHER 1 EXISTING ,�) �i 1 I RI ,Q PARTS WASHER 2 OSOI NEW op, - 0 SHOP , _ R MATIC 350 WELDER EXISTING 1- r �, 1 al S SYNCROWAVE WELDER EXISTING 1i�` i�' ! �`J 101 I 1 ; , T PLASMA CUTTER EXISTING i IU U GRINDER EXISTING i OFFICE .� ______ V BELT SANDER EXISTING 100 or MINIMEMIENIMMEME1 16 I 16 W BEARING HEATER EXISTING ' 16 16 �� Y LIMITED SPRAY AREA CSCI NEW 'i 1 €} • Z IRONWORKER OSOI NEW d � 011�� f 3 2 .1 1 1 I KEYNOTES 5f f 0 v 0 ' 0 OSOI WORK STATION �.. inu _6 _ E) IIIII1iiii lItimii IJIIII11III III1IIEIIJIlIIIIII11IIIlIItIjrI �,,� a iaiiiiIIIIIIIIN 111! - � �_ _1____ � ®Cl( �`�' OSOI WORK BENCH 0 Ii. 1'1 0 !i, i pill IRI Q I let Y , 2 2 _�___� ___- �- 3 AP-=-_=> .�__ 1..2 .4 j.� - R ' , 0 0801 WORK BENCH W/ CSCI AIR SNORKEL Q Q C 1 , -r- I !WIMP I�■qt 0-7.4 - ifr----,' - �� 11---11 t_ —mmius�-�� .----, 7 11'r,�1 - 't ' T aR'tT,MST 001111.111.1 —� ' T ""� f `�”` 40 0501 WELDING TABLE WITH CSCI WELDING HOOD IS � � f f 0 EMBEDDED 8'x15'x11/2" STEEL PLATE Ii I A 1 , 1 , ,��.�•.... , HA 102 A ' Q ______ 1g, ___. _ _ _ _ .l��/./'.1/.l i . .�.. ...��: _ - 6 OSOI VERTICAL METAL SHEET RACK �� 1 1 1 � ��f r � ; s - .r i L 1 � � ,4$ ' ,,. ESTROO ri 70 OSOI STORAGE CABINET U31 ii 3 iS 1 1 , 1 i got �(.r�.. I i 1 1 I 8 SINK J I� 1 9EYE WASH STATION o004 . ,AJU !:, r"'+lCOL ROO' ' 7f Jr1 1 1 �� 104 , , E.' *fir 401W, ,,,�,. :.--- 41.4UDALI. 10 OSOI STORAGE SHELF �.:�� 1 i 1 11 OSCi LC>GKERS qt � r�r �111.,ALl?d4 � ( >�E SOR I _ - ___ 106 ly l/Aft 12 ELECTRICAL PANEL AND TRANSFORMER. 1 -. •�~r! -' COORDINATE WITH ELECTRICAL 0 I 13 FIRE SUPPRESSION WATER PIPES t b' %� Ae /, �; T GAS 14 EMBEDDED PUMP DISSASSEMBLY PLATE o � 1ir f 1 ��' r �'�� STORAGE c �E) GAS as 15 OSOI SMALL PARTS STORAGE .� STORAGE 16 OSOI HORIZONTAL STEEL PIPE STORAGE 2 � / 17 OSOI VERTICAL SHORT PIECE STORAGE m /;00';°°44/4 .400/7/11/9/A 18 PAINT EXITWAY PATH ON CONCRETE FLOOR a ,06 a LEGEND E -E = g%;rr .rscitrAdifil AREA OF NO WORK 0 co x x 0 • KEYPLAN N.T.S. LiTL I ."}---- If EQUIPMENT PLAN _ --�—� IL... J o SCALE: 1/8g (0 " = 11-0" )r -r--7 -p r- -T CO I1,I 5. 2 DRN: NGS DORIG A PROJ NAME: SHEET TITLE: SHEET: 7 OF: 48 DWG#: 4 �. "..... DURHAM O&M ARCHITECTURAL i JA RAM it 9 DSN: NCS DWG#: mwa architects PLOT 8/2/16 "'i THIS BAR IS ONE INCH EQUIPMENT & FURNITURE DATE: A10 C1eanWa r Services 70 HW COUCH STREET BUILDING I- • •``"` CHK: JVBR CAD FILE#:1445.01-A1 06.DWG WHEN DRAWING IS FULL 8 7/22/2018 PERMIT REVISION SET SUITE 401 PLAN • N dPORTLAe0.0R97209 REMODEL �- N PLC#. A ,� (V SCALE. Our commitment is clear. PSO39735151 CCV;y /•11.. ..�. • R� 1/19/2016 PERMIT SET �r ��Q �.•• APPD: JVBR SCALE: 1/8" '^' 1'*0" #4039735060 CWS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 aWAARc"'TE" COM PHASE I B PROD#: 6687 '( F (�"� • G LEGEND SHEET GENERAL NOTES 164 11 P.3 y 17 140) DOOR MARK. SEE SHEET A500 FOR DOOR 1. DIMENSIONS ARE TO GRIDLINE, FACE OF STUDS, AND SCHEDULE CENTERLINE OF DOORS AND WINDOWS, UNO. • <> 2. SEE A300 FOR DOOR, FINISH, AND RELITE SCHEDULE. _ PARTITION TYPE. SEE A401 FOR ELECTRICAL, AND PLUMBING p 3. MECHANICAL, (1,140 102• 1-11rr ASSEMBLIES SUBCONTRACTORS TO COMPLY W/FIRE BLOCKING AND I I I J-' ` � FIRE STOPPING REQUIREMENTS TALL PENETRATIONS A 102.► L _L J L _L. J L J L I J OZ« :///// AREA OF NO WORK OF RATED WALL, AND FLOOR/CEILING ASSEMBLIES. r0 / 4. SEE A404 FOR FLOOR TRANSITION DETAILS. HALLWAY ,CG ._.. _ ..... .., 102 A� CG ,- r� 0 5. SEE A404 FOR ACCESSIBLE CLEARANCES, AND WINDOW TYPE. SEE SHEET A500 FOR MOUNTING HEIGHTS OF ALL ACCESSORIES. r I I trh I 104 c„` I WINDOW SCHEDULE 6. PROVIDE WALL BLOCKING FOR PLUMBING FIXTURES AND rig A /121-'"/Z � r T ■ — — ACCESSORIES AS REQUIRED. — RUB 1 �CONC FLOOR TRANSITION 7. AREAS BEYOND LINE OF WORK MAY BE INCLUDED TO NIP I I I I I I 4 PROVIDE A COMPLETE BUILDING. - i . ,,,.,,",,,. CG CORNER GUARD. SEE DETAIL 8/A404 8. SEE A106 FOR EQUIPMENT PLAN. r" -� I ►�� I T r I N.' I 9. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. i I 4 I �{ I ----- -- AT RESTROOM- ADA CLEARANCE 10. VERIFY ALL EXISTING STRUCTURAL CONDITIONS BEFORE ' I 5 I INSTALLATION. 207 _ - '9 ` I 0 N -- 4 .� KEYPLAN KEYNOTES AIWA ....___ __ _- - -- t- -s__ c, TOOL N.T.S. ROOM � WALL HUNG WATER CLOSET. COORDINATE CARRIAGE RESTROOMI _ 104 W/WALL TYPE. COORDINATE W/ PLUMBING � Po r10/0 rr� 103 I 11- 0 — `-CC-Z-3-7----- [_E ■ 0 GRAB BAR. SEE DETAIL 12/A404 I00 t�6 - I ,�-- - _,,4_ I - ( , -J�[ - , '� 3 24"x48" MIRROR 0011 FI r� COMPRESSOR ( (E) GAS STORAGE )�= 4 WALL HUNG LAVATORY. COORDINATE W/ PLUMBING (i) ...... • ROOM -1 LT: Al ilii' 106 �..• J - L _ ...,. (E) GAS STORAGE I 5 SURFACE MOUNTED SOAP DISPENSER 11111&.LI/Alli 6 RECESSED PAPER TOWEL DISPENSER/WASTE IIII ' I. RECEPTACLE r �? MOP SINK. COORDINATE Wl PLUMBING 41......morAwairdwiErAdAIR 106 /.� .'�(�.6 _ (�8 TOILET PAPER DISPENSER et-- it lir it reir II eer V' / 0 SEAT COVER DISPENSER 0MOP/ BROOM HOLDER 0 ENLARGED FLOOR PLAN „ )SCALE: 1/4" = 1'-0" 11 COAT HOOK 3 12 FLOOR DRAIN. COORDINATE W/ PLUMBING v, r 0 13 LOCKERS TYP, OSCI Q " 10 11 1/ � • , 14 URINAL, COORDINATE W/ PLUMBING LO d' ��.1 0 �; �`�, 15 SANITARY DISPENSER L <f �� _4__ 16 FIBERGLASS REINFORCED PANEL AND TRIM TO COVER U • t [fit 0 , G�. WALL.BUTT LOWER EDGE TRIM BASE TO COVE BASE Li 27 o V ;; 0 wIL EDCAP TRIM. SEE DETAIL 7/A404 AND SPECS. p OD IIMMY ¢ \ N inionmsamommos 17 INFILL WALL. ALIGN FACE OF FINISH WALLS o 0 18 ROOM TO RECEIVE NEW PAINT AND SEALED cn RESTROOM ELEVATION RESTROOM ELEVATION RESTROOM ELEVATION RESTROOM ELEVATION CONCRETE FLOORS. SEE FINISH SCHEDULE SHEET, Lo. 2 I SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'--0" 5 SCALE: 1/4" = 1'-0" A500 19 LIGHTING. COORDINATE W/ ELECTRICAL .o . ® NEW GYP BOARD TO BOTTOM OF EXPOSED WOOD co ROOF DECKING. SEE DETAILS 6/A404 a. �`-" -` q) ROOF TO RECEIVE PATCHED DECKING WHERE itD © (F/7--- NEEDED. COORDINATE W/ MECHANICAL. SEE DETAIL E -3 r r 7 25 2/A402 € @ \ 22 EXISTING GLULAM BEAM o ci- , v _ 23 MECHANICAL EQUIPMENT. COORDINATE W/ o y r -- -r- - -,r - -T- ---r - -T- -- -, • �,� , �' MECHANICAL / �ci �` 13 13 @ @ 13 13 / _ � N 26 26 26 / 24 PARTS BIN STORAGE (OSOI) > > 28 — I-- — f—r—STT`-1-- _1 .-, lit 25 TRANSFORMER. COORDINATE W/ ELECTRICAL AND 9- / rf \ II II ( I 101 I I 1 STRUCTURAL • II II 1 r-''" - 1I I I I • °. I, I 1 j I Hill14/ I I`= = = == __ IL __L 1 .J__ J \ 26 ELECTRICAL PANELS. COORDINATE W/ ELECTRICAL T.. ♦ 11 1 I - , - - to CO c27 REST IEN SPOFLOOR FLASH COVE BASE AND COVE CAP HALLWAY ELEVATION SHOP ELEVATION SHOP ELEVATION 3 U1/4" =.- r " 1 " 1/4" r SCALE: 1 -0 SCALE: 1/4" = 1 -0 SCALE. = 1 -0" 28 WORK BENCH (OSOI) a. DRN: NCS ORIG PROD NAME: SHEET TITLE: p 1 p SHEET: 8 OF: 48 DWG#: 40) �. 0. DATE: F ARCHITECTURAL �'Vj, DURHAM O&M cy , • ,.,,mow DSN: NCS DWG#: THIS BAR IS ONE. INCH BUILDING ENLARGED FLOOR PLAN & p°E: 8/2/16 �%, . �'IeanWa#ler Services A 107 o CHK: JVBR CAD FILE#:1445.01-A107.DWG WHEN DRAWING IS FULL Q 7/22/2016 PERMIT REVISION SET REMODEL INTERIOR ELEVATIONS , N SCALE. 1/19/2016 PERMIT SET Our commitment is clear. PLc#: NA APPD: JVBR SCALE; 1/4" = 1'-0" REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PHASE 1 B PR #: 6687 � `OF o ' SHEET GENERAL NOTES 1. DIMENSIONS ARE TO CENTERLINE OF DOORS AND WINDOWS, UNO. ea yy 2. MECHANICAL, ELECTRICAL, AND PLUMBING L, GI I* P. f_.._..3) P.6 P. SUBCONTRACTORS TO COMPLY WI FIRE BLOCKING AND FIRE STOPPING REQUIREMENTS AT ALL PENETRATIONS OF RATED WALL,AND FLOOR/CEILING ASSEMBLIES. I ' ' ' ' 3. LIGHT FIXTURES ARE TO BE EQUALLY DISTRIBUTED AND CENTERED WITHIN SPACE AS SHOWN UNO. 4. SEE 9/A401 FOR SUSPENDED CEILING SYSTEM ' I 4 SUPPORT. 5. FIELD VERIFY ALL DIMENSIONS PRIOR TO �'.I..� . � .� � - � .�!�e._, ,�i.�t� _ r, INSTALLATION. 6. VERIFY ALL EXISTING STRUCTURAL CONDITIONS � � BEFORE INSTALLATION. ! f7. FOR ROOFTOP MECHANICAL UNITS, SEE DETAIL 4/A402 CO _ r:‘,„4........4 , _ {t 1 , t _ f t / r ` '�____,_....__JIL ._._. i Li_ __Ll I t. 1 FOR CURB. J1 1 I { t t t1 . i r t) I auseniew•sm Ill 1 I f) t T r-------1 4- 44--__4:::3;11-___J__ — —4--- 1 ...--. O{i 1 1 liT 9 9 Vti 1fli �-- KEYNOTES I . rio . �..'J (E) EXTERIOR SOFFIT I o o t a► I I I ► I Fil o a0 ,. �, . . . Q . 0 ELECTRICAL TRANSFORMER PLATFORM. COORDINATE - - WITH ELECTRICAL AND STRUCTURAL / I- - I I I ,,,i,,,,. I I 3 BRIDGE CRANE STEEL STRUCTURE, OFFIC 0 SHOP0 • COLUMNS, 0 RUNWAY, BRIDGE, LATERAL BRACING, HOIST le,, • 100 11 r 7 0 _.r._ I 101 , � ,0 , 0 DELEGATED DESIGNBY CONTRACTOR L., , —J I .411ri 1 , k . 0 1 01111 liik() 11 ® (E) EXISTING EXTERIOR LIGHTING TO REMAIN Q ROOFTOP UNIT. COORDINATE W/MECHANICAL Vii; i- .t I I -t 4-11Ail I - - y �-rm (E} SKYLIGHTS I #0 , 0 ' , 6J 1 I Ili Ir0 ---J_--- ti0 O Is AP _ _" __� no -1 11 I ® (E) ROOF BEAMS AND PURLINS; LOWEST POINT ©14-5 :4) 4 AFF — I / ' ® (E) ROOF HATCH TO REMAIN ABANDONED IN PLACE 1 1 1 I t 1 t t) I • UNTIL REMOVAL IN FUTURE PHASE ALL AY I I I I i i1r� 0 r�� i I I ,� _ _ _ _ _ _ _ _ .. _ _ __..___ _ /II.I�//.%i _ 1 _ I _ - _ _ _ - _ 9 MECHANICAL EQUIPMENT. COORDINATE W/ T IF ______ _ Mr, i,L••1•••---�--- II RESTROOM MECHANICAL �� , I I I I ��l 0;,:1.,1;-.:..r.;;:•:..:: .:1-ii -:: r M. 103 ' Ir El ' tip yg .•.t•t'r4. .+-S '•.^'y1�co 10 �� ,�.r ;'1��°,+ ; ; -; >M +81-6• CEILING AND ROOF TO RECEIVE PATCHED -0. � I MY,,, '*Y�.: f:.,<,.. 10 O I C ED DECKING L0 /i� ( :rb'.. • _! _ • t AJC . , I WHERE NEEDED. SEEDETAIL a I , I , , , ;�r ,• ;1�;f-;� TOOL ROOM 2/A402. COORDINATE W/ !1 J1 1 _,,r,,�;.-.3 104 MECHANICAL Q °IIF 1.Y�� .. °• `'i:n% ' '11 �t OMPRESSOR S I t I i t 111 � 'z.,','a A.:.4% ..4.:3:: I. ROOM t i � h' 416. W� I , 106 44 w ill P rA a.74 A rim c=7LEGEND 1 . ._. `.0 0 9.6 _...- ...--._ _.....�- ... ... - I _ __...._.__ ' .. ' _ �� J�►rswrrrr�i r ' _ - t _ _____ _ _ ._ 1 _� yv �� ryor `T, ,pir '��I►:��'.�.�w � _.._. � � +o'-o• CEILING HEIGHT o ' ' GYPSUM BOARD CEILING AT 8'-6" AFF UNO. /7. 47/ .�,� {E) GAS SEE 12/A401 I �� STORAGE OPEN TO STRUCTURE (E) GAS /01007/0011V7/7/ � STORAGE •n I ,, 1 LIGHTING. COORDINATE W/ ELECTRICAL o co ca El LIGHTING. COORDINATE W/ ELECTRICAL a.Oji0,11) /j AREA OF NO WORK E c15 0 AriZif 4.0 x X KEYPLAN N.T.S. i -nu 1 -tp- i LELLEtt.pa :--) REFLECTED CEILING PLAN [ -_ LI _ CCii) 7:--A_ 1 .,_ SCALE: 1/8" = 1'-0" K7 -_Ll-.ri z= , r- �IrL-1 - co I c - o a 1 3 I 1 d DRN: NCS DORIG ATE: N PROJNAME: SHEET TITLE: SHEET: OF: 48 DWG#: (SOS) �'t(CVDURHAM O&M ARCHITECTURAL. �`� W v �. +W'�n : DSN: NCS DWG# �'� ]�'"� r� mWa architects PLOT 8/2/16 ,r1 co THIS BAR IS ONE INCH '\/�/!�'� BUILDING REFLECTED CEILING DATE: (�, • CO CHK: JVBR CAD FILE#: 1445.01-A108,DWG WHEN DRAWING IS FULL 1Q 7/22/2016 PERMIT REVISION SET E'all r� ��erVl� 4U TE 40 CN STREET 1 O .,aa dPORTLAND.OR 97209 PLC#: NA CV SCALE. 1/19/2016 PERMIT SET Our commitment is clear. P503973 .O1 REMODEL PLAN C1� C� " r " A F 503 973 5060 R 7 ,� / (�yK CO APPD: JVBR SCALE; 1/8 1 -0 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 MWAARCHITECTS.COM PHASE 1B PRQ.I#: 668" 4J�' 1► ALIGN FINISH W/ 7.4 FUR WALL TO CONTINUE 7.4 2x6 FURRED WALL AT :',; ,.•------ SEE PLANS FOR WALL UNDERSIDE., C , _,,,---------- -NV* OF DECK 16" QC TYPE ADJACENT WALL TO �� ` • --- (E) STRUCTURE AND (E) GLULAM BEYOND • LATEX JOINT SEA , ._ .. LA CANT, SOFFIT SHIM AS NEEDED BLOCKING BOTH SIDES .' SAM, WRAP TUBE 2x _ _ BETWEEN STUDS BACKER ROD AND ;I AND HEAD _ ' .. INSULATED HOLLOW k.= SEALANT, BOTH SIDES TYP -___-__ STRUCTURAL TUBE OVERHEAD COILING .- RAMS PER _ � >.--., ., . ... ._ _ E. SPEC - � ' BEAM COORDINATE � '�� DOOR PER SCHEDULE. 4WITH STRUCTURAL -----� ATTACH PER MFR JAI" - err _ GLAZING STOP ( o " �"' REQUIREMENTS GLAZIN ACOUSTIC WALL / - ______--- _.._. SHIM AS NEEDED ---- 1 (. i '�, PANEL I STRUCTURAL TUBE. OFFICE SHOP METAL FLASHING COORDINATE W/ ::: WITH HEMMED EDGE , ,._"'. STRUCTURAL \PA WINDOW/TRANSOMr__.........„71 1-12 HEAD ll • �'. __ : .__ _:_ - = AND EDGE DAM 1-12 ► - =;iiiiiiAli � sC ►.( i GLAZINGPER WINDOW MULLION `� I j SCHEDULE , 1/8" 111111111,1 _ 1<;, __ BACKER ROD AND �,..- 7" X STEEL JAMB HALLWAY OFFICE SEALANT, TYP. COLOR PROTECTION PLATE. INSULATED HOLLOW , - SIM TO WINDOW COORDINATE W/ _,,,,_._------ ------ (E) PRECAST FIN 1 3 STRUCTURAL METAL MULLION PER WINDOW SILL IBEYOND I I ; I" SCHEDULE, BRACED 1 '.:- WINDOW PER (E) PRECAST FIN.41 AS REQUIRED SCHEDULE BEYOND ACOUSTICALLY INSULATED DOOR PER WINDOW TREATMENT SPEC _ . . PER FLOOR PLAN INTERIOR TOREFRONT WINDOW HEAD /SILL EXTERIOR STOREFRONT W NDOW HEAD 3 COIL UP DOORD INTE I R HM REIITE HEAD _ 1 SI 4 ROA403 SCALE: 3"= 1'-0" (-2—) 40SCALE: 3" = 1'-0" A403 SCALE: 1 1/2" = 1'-0" A403/ SCALE: 3" = 1'-0" F OFFICE Q BACKER ROD AND OVERHEAD COILING GLAZING PER SCHEDULE AT SIM, NO RECITE SEALANT, DOOR PER GLAZING STOP AND MULLIN ` SIM TO WINDOW COLOR 1-12 I SCHEDULE, ATTACH OFFICE /"' IC1-12 Iii w WINDOW PER ,�, - STRUCTURAL TUBE PER MFR REQRMTS / INSULATED HOLLOW ' COLUMN. COORDINATE ` , ` , METAL FRAME PER SEE PLANS FOR WALL /i 11 ::: SCHEDULE. LOCATE � 1 - � \ ' ^ , ` - JAMB PER AT EXISTING DOOR `may _ WITH STRUCTURAL SPEC, BRACED AS TYPE MANUFACTURER LOCATION rawdirii. O SHIM AS NEEDED �� j STRUCTURAL TUBE REQUIRED ff f 'I WINDOW PER BEAM. COORDINATE it \fr i .' SCHEDULE i WITH STRUCTURALS ft 14 i . of 1/8" CONTINUOUS - . . : • CD "` -) 1/ - - i .___ _ �� i i� it BENT STEEL. WELD <j`j T__ TO STRUCTURAL R _'iT . .. ., , -- TUBE AND .. SAM TO OVERLAP WRB PROTECTION PLATE r •: BACKER ROD AND METAL CORNER TRIM SEALANT Cly u r... . ` ' SEALANT, BOTH SIDES 2 �� -� '�':> ♦ t ;, =E EL JAMBSETJOINT SEALANT, co TYP SILL BELOW, SILL N PLATE. TO EXTEND TO COORDINATE W/ \ \ EA SIDE NEW GYP BOARD JAMB PRECAST FIN ON STRUCTURAL EA. INSULATED HOLLOW tri �� CORNER GUARD EA EACH SIDE SIDE SHOP METAL FRAME PER SPEC jNi-,- SIDE ` BACKER ROD AND DOOR SILENCER SEALANT _ .. SEALANT ACOUSTICALLY U HALLWAY (E) PRECAST FIN (E) PRECAST FIN INSULATED DOOR PER co INTERIOR STOREFRONT' WINDOW JAMB 6 EXTERIOR STOREFRONT WINDOW JAMB 7 COIL UP DOOR JAMB $ INTERIOR HM RENTS/DOOR JAMB SPEC U SCALE: 3" 1'-0" A403 SCALE: 3" = 1'-0" A403 SCALE: 3" = 1'-0" A403 SCALE: 3" = 1'-0" 0 7.4 n - WINDOW PER. SEE PLANS FOR WALL r) apoi.... V � i !, SCHEDULE TYPE �----- (E) PRECAST FIN LATEX JOINT SEALANT, 7 j BEYOND BOTH SIDES ' 1 BACKER ROD AND • - HOLLOW METAL FRAME ,100...1. 14 ! SEALANT, TYP. COLOR PER SCHEDULE 1 > ( SIM TO WINDOW 2 > Al0%0 SHIM AS NEEDED SHIM AS REQUIRED Q METAL FLASHING E WITH HEMMED EDGE DOOR SILENCER -""" i ii Sla e AND EDGE DAM, SILL i T.O. t :=-�' - (�_ -TM--�-� I J o TO EXTEND TO > c?C 4'-: AFF, '/ /472.,x;-`4---- > _ PRECAST FIN ON 0 METAL FLASHING / EACH SIDE o > N Lei WRAP AROUND WALL li STRUCTURAL TUBE DOOR AND FINISH PER to END BEAM. COORDINATE CH .cI' 1111111k1111 �°'� -�/4"L a WITH STRUCTURAL SCHEDULE ADJUSTABLE -� CONTINUOUS BLOCKING : mrilliow PARTITION CLOSURE IPER MANUFACTURER ------ SAM TO OVERLAP WRB o o. j r I WRB � STOREFRONT GLAZING ra SYSTEM , . „...... )....7 , 0. 00 co • EXTERIOR STOREFRONT CLOSURE 10 EXTERIOR STORE12 FRONT WINDOW SILL 11 NOT USED INTERIOR HM DOR HEAD E 3"=1'-0" A403 SCALE: 3" = 1'-0" A403 NTS A403 SCALE: 3" = 1'-0" 2 DRN: NCS DORIG A PROJ NAME: SHEET TITLE: _ SHEET: 14 OF: 48 DWG#: fit, 0 DURHAM O&M ARCHITECTURAL ,_ J.IW��('9 DSN: NCS DWG#; mWa architect PLOT 812/1 fi "� THIS BAR IS ONE INCH ,leanWater S►eniceS BUILDING DETAILS DATE /� /� �/, CD WHEN DRAWING IS FULL 7/22/2016 PERMIT REVISION SET SSUITE40,UCHSTREE7 403 REMODEL PLC#: NA ,,� „• CHK JVBR CAD FILE#: 1445,01-A403,DWG � SCALE. Poanaao,as 9nos N SOur commitment is clear. PS039)351S1 1 1/19/2016 PERMIT SET d APPD: JVBR SCALE: 3" = 1 -0" _ F so3 973 solo CWS eicrl REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 ""wk" »tTE[rs_coN_ PHASE 1B PROD# 6687 OF {� ' DOOR SCHEDULE ED SHEET NOTES DOOR FRAME HARDWARE 1. PROVIDE TEMPERED GLAZING AT ALL WINDOWS WITHIN NO. SIZE DETAILS - SET 18" OF FINISH FLOOR OR WITHIN A 24" ARC OF EITHER WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH CONST MATERIAL FINISH HEAD JAMB THRESH REMARKS SIDE EDGE OF A CLOSED DOOR. 4! ' ' i" ' 1" - •" - ! - oil k1 * - �' r. - : - - 1' k r k ' 1 : ' 44 i - A 100B 3'-0" 7'-0" 1 3/4" C ALUM/TEMP GL MFR INSUL ALUM MFR NA NA 4/404 OFFICE 4 2. REFER TO MANUFACTURERS DETAILS AND 1000 3'-O" 7'-0" 1 3/4" C ALUM/TEMP GL MFR INSUL ALUM MFR NA NA 4/404 OFFICE 4 INSTALLATION REQUIREMENTS. 1 • -1 -1 • • t - v ► s. • 1 1 I • f .. • I- • • ; : • ` 1 • 0a ` 6 ii ' - ` ,I 0: . : .i• f 4. DIMENSIONS NOTE ACTUAL SIZE OF DOOR AND WINDOW 101B 12'-0" 14'-2"� NA 0 STEEL MFR INSUL HM MFR 3/403 7/403 NA SHOP/ COLOR PT-2 PER MFR OPENING, NOT ROUGH OPENING. 101C 12'-0" 10'-0" NA D STEEL MFR INSUL HM MFR 3/403 7/403 NA SHOP/ COLOR PT-2 PER MFR 101D 12'-0" 10'-0" NA D STEEL MFR INSUL HM MFR 3/403 7/403 NA SHOP/ COLOR PT-2 PER MFR 5. ALL WINDOW SILL HEIGHTS ARE MEASURED FROM TOP 101E 3'-0" 7'-O" 1 3/4" A HM/TEMP GL PAINT INSUL EXISTING FRAME TO REMAIN AND BE PAINTED EGRESS TO EXTERIOR/ COLOR PT-2 5 OF CONCRETE (TOC) FLOOR UNLESS NOTED 101F EXISTING DOOR LEAF TO REMAIN AND BE PAINTED PAINT EXISTING FRAME TO REMAIN AND BE PAINTED SHOP/ COLOR PT-2 1 OTHERWISE. 102A EXISTING DOOR LEAF TO REMAIN AND BE PAINTED PAINT EXISTING FRAME TO REMAIN AND BE PAINTED SHOP/ COLOR PT-2 1 6. ALL INTERIOR DOOR JAMBS TO BE LOCATED 4" FROM 102B EXISTING DOOR LEAF TO REMAIN. AND BE PAINTED PAINT EXISTING FRAME TO REMAIN AND BE PAINTED EGRESS TO EXTERIOR/ COLOR PT-2 1 ADJACENT STUD OF INTERSECTING WALL UNO ON 1020 EXISTING DOOR LEAF TO REMAIN AND BE PAINTED PAINT EXISTING FRAME TO REMAIN AND BE PAINTED EGRESS TO EXTERIOR/ COLOR PT-2 1 PLANS. 103 3'-0" 7'-O" 1 3/4" B HM PAINT UNDERCUT HM PAINT 12/403 8SIM /403 NA RESTROOM! COLOR PT-2 2 104 EXISTING DOOR LEAF TO REMAIN AND BE PAINTED PAINT EXISTING FRAME TO REMAIN AND BE PAINTED TOOL ROOM/ COLOR PT-2 1 7. UNDERCUT DOORS MAXIMUM OF 1" CLEAR FROM TOP OF 106 EXISTING DOOR LEAF TO REMAIN AND BE PAINTED PAINT ` EXISTING FRAME TO REMAIN AND BE PAINTED COMPRESSOR ROOM/COLOR PT-2 1 THRESHOLD TO LOWEST DOOR ASSEMBLY COMPONENT. 8. PROVIDE STOPS ON OVERHEAD COILING DOORS DOOR TYPESCD DESIGNATED FOR 10'-0" AFF 6" 6" 5" 5" __--\\ ' 14--- )L7e ff , r " / / / / / / / / / / / / / \ C ' \ \ \ 3 \ \ \ cc \ \ o \ "7 \ ,_ \ ;,:, \ \ \ /- TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'D' 01 WINDOW/ RELITE SCHEDULE 0 ROOM FINISH SCHEDULE SIZE DETAILS FLOOR WALLS CEILING ci NO. - ROOM NAME NO. _ WIDTH HEIGHT MATERIAL HEAD JAMB SILL REMARKS MATERIAL BASE NORTH EAST SOUTH WEST MATERIAL REMARKS 1 1 12'-O" 6'-4" ALUM! GL 2/A403 6/A403 10/A403 EXTERIOR STOREFRONT TO BE CLEAR ANODIZED OFFICE 100 SC-1 RB-1 GYP BD! PT-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 N/A PT-1 ACOUSTIC WALL PANEL FROM 8'-O" AFF `� A 3'-4" 2'-10" INSULATED HM/TEMP GL 4/A403 8/A403 NA INTERIOR HM TOB P -2/ INSULATING GLASS UNIT.108800 SHOP 101 SC-1 NA GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 N/A PT PLYWD SHTG FROM 0" TO 8'-0"AFF `�' HALL 102 SC-1 RB-1 GYP BD! PT-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 NA PT-1 (E) CONCRETE WALL � B 3'-4" 2'-10" ALUM/TEMP GL 1/A403 5/A403 NA INTERIOR STOREFRONT TO BE CLEAR ANODIZED C 9'-6" 9'-0" ALUM/TEMP GL 1/A403 5/A403 NA INTERIOR STOREFRONT TO BE CLEAR ANODIZED RESTROOM 103 RUB-1 RB-2 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD! PT-1 GYP BD! PT-1 FRP TO 4'-O" AFF ALL WALLS t D 7'-6" 9'-0" ALUM/TEMP GL 1/A403 5/A403 NA INTERIOR STOREFRONT TO BE CLEAR ANODIZED TOOL ROOM 104 SC-1 RB-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/PT-1 GYP BD/ PT-1 NA (E) GYPSUM TO BE PAINTED - COMPRESSOR 106 SC-1 RB-1 _ GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 GYP BD/ PT-1 N/A NEW AND (E) GYPSUM TO BE PAINTED 0 C1 - U WINDOW TYPE 0 RELITE TYPES 0 FINISH LEGEND n RUB-1 HOMOGENOUS VINYL SHEET PT-1 PAINT (GENERAL WALL/ CEILING) RB-1 RESILIENT BASE a MANUFACTURER: FORBO MANUFACTURER: MILLER MANUFACTURER: FLEXCO •3 ,� 12'-0",VIF(3 EQUAL) ,� STYLE: EVOLVE GALAXY PRODUCT: ACRO PURE STYLE: TS WALLFLOWERS RUBBER (WF-071) LI / 9'-6" / / / COLOR: FLUORITE COLOR: SUGAR DUST 0011 COLOR: 071 BLACK/BROWN z, / 3'-4" 2'-10" 3'-4" �, / 3'-4" 4'-2" / SHEEN: EGGSHELL SIZE: 4" I / f / � � , , _ �,_ SC-1 SEALED CONCRETE / / / a „ _: // PT-2 PAINT -ARCHITECT TO SELECT COLOR FROM RB-2 RESILIENT COVE BASE a) 3-4 3-4 I , , a 64 '� N N MANUFACTURER'S STANDARD COLORS AND SEE RUB-1 a - -\- \ #\ \ ♦ % --_- FINISHES zn u, b, % a FRP SEE SPEC O N if E _ -E - / `* io \ / to 0 / o / o \ 1 / b / b \ / / / \ / G. oa \ N \ n, / iy LO :7 \ \ i/ F. \ d .dam.- \ \ en / \ i, O \ \ / \ 'o Q. 0 A B e D . HM HM HM u) ca c o A a co M0 a. DRN: NS DORIG A PROJ NAME: SHEET TITLE: SHEET: 16 OF: 48 DWG#: (0 [,t, a DURHAM O&M ARCHITECTURAL ,*MAW t?' DSN: (�S DWG#: mWa architects PLOT 8!2!16 '� ' sa '�' THIS BAR IS ONE INCH �:1Q BUILDING SCHEDULES DATE: G " aeanWaber fervlceS 70 NW COUCH STREET V O O o CHK: JVBR CAD FILE#:1445.01-A500.DWG WHEN DRAWING IS FULL 7/22/2016 PERMIT REVISION SET a SUITE 401 . RTL .OR cV SCALE. Our commitment is clear. PORTLAND.SO39 35151 7209 PLC#: NA REMODEL 1H8{2016 PERMIT SET P5034735t51 CCs APPD: SCALE: AS SHOWN P S03 973 5060 pp CWS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCHITECTS.COM PHASE L7 PROD#: 66$7 �� O�. 4 GENERAL STRUCTURAL NOTES DRAWING INDEX GENERAL NOTES: 7. DESIGN CRITERIA: 1. ALL CONSTRUCTION AND DESIGN SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE AS A. CODE: 2012 INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF OREGON (2014 OSSC). 5001 GENERAL NOTES AND DRAWING INDEX AMENDED BY THE STATE OF OREGON (2014 OSSC). B. LOADS AND DESIGN CRITERIA: THE FOLLOWING LIVE LOADS AND CRITERIA WERE USED IN ADDITION 2. THE STRUCTURAL DRAWINGS SHALL BE UTILIZED IN CONJUNCTION WITH OTHER DESIGN CONSULTANT'S TO THE DEAD LOAD OF THE STRUCTURE. S002 GENERAL STRUCTURAL NOTES CONTINUED DRAWINGS (ARCHITECTURAL, MECHANICAL, ETC.). IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LIVE LOADS: COORDINATE THE REQUIREMENTS OF THE DRAWINGS INTO THEIR SHOP DRAWINGS AND CONSTRUCTION. ROOF..................... 25 PSF (PLUS ADDED SNOW DRIFT IF SHOWN ON PLANS) S003 SPECIAL INSPECTION PROGRAM 3. THE GENERAL STRUCTURAL NOTES ARE INTENDED FOR USE IN CONJUNCTION WITH THE PROJECT SIDEWALKS. 250 PSF SPECIFICATIONS. IN THE EVENT OF A CONFLICT BETWEEN THE TWO, THE GENERAL STRUCTURAL NOTES S004 SPECIAL INSPECTION PROGRAM CONTINUED SHALL SUPERSEDE THE PROJECT SPECIFICATIONS. ANY DISCREPANCY SHALL BE BROUGHT TO THE SOIL CRITERIA: (PER THE 2014 OSSC) ATTENTION OF THE ARCHITECT AND ENGINEER. ALLOW. SOIL BEARING VALUES 1500 PSF (w/ 1/3 INCREASE FOR SHORT TERM LATERAL LOADS) S005 SPECIAL INSPECTION PROGRAM CONTINUED 4. CONSTRUCTION SEQUENCE AND METHODS: PASSIVE 200 PCF (DEPENDENT UPON SOIL LAYER) A. THE STRUCTURAL DRAWINGS ARE INTENDED FOR THE STRUCTURE TO ACT AS A WHOLE ONCE FRICTION COEFFICIENT 0.20 CONSTRUCTION IS COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE SAFETY S006 SPECIAL INSPECTION PROGRAM CONTINUED LATERAL CRITERIA: AND STABILITY (LE. TEMPORARY BRACING IF REQUIRED) DURING CONSTRUCTION AS A RESULT OF CONSTRUCTION METHODS AND SEQUENCES. WIND VULT =120 MPH (3 SECOND GUST), EXPOSURE B, Iw =1.0 S201 FOUNDATION PLAN SEISMIC IP =1.0 B. THE CONTRACTOR SHALL TAKE INTO ACCOUNT COLD WEATHER CONSTRUCTION AND THE EFFECTS RISK CATEGORY II OF THERMAL MOVEMENT DURING THE CONSTRUCTION SCHEDULE. Ss = 0.96g S1 =0.42g S202 ROOF PLAN Sas =0.72g SDI =0.44g C. NON-CANTILEVERED OR RESTRAINED RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL THE WALL SEISMIC DESIGN CATEGORY D HAS BEEN TIED INTO THE LOWER AND UPPER SLAB SUPPORTS UNLESS ADEQUATE ENGINEERED SITE CLASS D S301 EXTERIOR ELEVATIONS BRACING HAS BEEN PROVIDED. CONCRETE AND REINFORCING STEEL: A 5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. THE ARCHITECT AND/OR ENGINEER 1. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-11 AND THE 2012 INTERNATIONAL BUILDING CODE AS S302 INTERIOR ELEVATIONS SHALL BE NOTIFIED OF ANY DISCREPANCY BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION AMENDED BY THE STATE OF OREGON. DOCUMENTS. 2. THE MINIMUM 28 DAY CONCRETE STRENGTHS SHALL BE AS FOLLOWS: 6. SUBMITTALS: 5501 CONCRETE SECTIONS AND DETAILS fc = 4000 PSI FOR ALL USES UNLESS NOTED OTHERWISE A. SHOP DRAWINGS FOR ALL STRUCTURAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO 3. CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, SHALL BE SUBMITTED BY THE CONTRACTOR AN S502 CONCRETE SECTIONS AND DETAILS FABRICATION AND CONSTRUCTION. SUCH ITEMS INCLUDE: ADEQUATE AMOUNT OF TIME PRIOR TO CONCRETE POURS. ALL HORIZONTALLY EXPOSED SURFACES SHALL HAVE MIX DESIGNS SUBMITTED WITH AN AIR ENTRAINMENT ADMIXTURE INCLUDED. CONCRETE MIX DESIGNS, CONCRETE REINFORCEMENT (INCLUDING MILL TEST REPORTS), 4. SPECIFIED CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39. S601 FRAMING DETAILS EMBEDDED STEEL ITEMS, STRUCTURAL STEEL (INCLUDING MILL TEST REPORTS). 5. A 20% MAXIMUM OF THE CEMENT CONTENT MAY BY SUBSTITUTED WITH FLYASH CONFORMING TO ASTM C618, TYPE F OR C. HIGHER PERCENTAGES OF FLYASH MAY BE UTILIZED WITH ACCEPTANCE AND APPROVAL BY THE SHOP DRAWINGS OR CONTRACTOR ENGINEERED DETAILS SHALL BEAR THE SEAL AND SIGNATURE STRUCTURAL ENGINEER. ANY CONCRETE MIX UTILIZING FLYASH SHALL BE VERIFIED WITH TEST DATA. OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON IF IT DIFFERS FROM THE 6. ADDITIONAL WATER SHALL NOT BE ADDED TO THE CONCRETE MIX AT THE JOBSITE. WATER REDUCING ADMIXTURES DESIGN OF THE STRUCTURAL DRAWINGS. ANY REVISION FROM THE STRUCTURAL DRAWINGS SHALL CONFORMING TO ASTM C494 MAY BE UTILIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS., BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND IS SUBJECT TO THE REVIEW AND ACCEPTANCE 7. IF CONCRETE IS TO BE POURED AGAINST AN EXISTING CONCRETE SURFACE, THE EXISTING SURFACE BY THE ENGINEER. SHALL BE CLEANED AND ROUGHENED TO A MIN. 1/4" AMPLITUDE. B. CALCULATIONS, DESIGN DRAWINGS, AND SHOP DRAWINGS FOR THE DESIGN, FABRICATION, AND 8. SLEEVES, OPENINGS, CONDUITS, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS CONSTRUCTION OF BIDDER DESIGN ITEMS SHALL BEAR THE SEAL AND SIGNATURE OF A SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE NOT BE LARGER IN OUTSIDE DIAMETER THAN ONE THIRD THE THICKNESS OF THE SLAB AND SHALL NOT BE ARCHITECT PRIOR TO FABRICATION. BIDDER DESIGN ITEMS FOR THIS PROJECT INCLUDE: SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. BRIDGE CRANE AND SUPPORTING STRUCTURAL STEEL FRAME. 9. REINFORCING STEEL: CALCULATIONS AND BIDDER DESIGN DRAWINGS SHALL INCLUDE THE DESIGN, CONNECTION TO THE LAP SPLICE SCHEDULE STRUCTURE, AND ACCOUNTING OF ANY LOCALIZED EFFECTS THE CONNECTIONS OR SYSTEMS MAY A. REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND INSTALLED ACCORDING TO THE INDUCE ON THE STRUCTURE. ALL SUCH BIDDER DESIGNED ITEMS SHALL BE BASED ON THE DESIGN "MANUAL OF STANDARD PRACTICE OF REINFORCED CONCRETE CONSTRUCTION" BY THE CONCRETE fc =4,000 psi REQUIREMENTS AS SPECIFIED IN THE GENERAL STRUCTURAL NOTES. REINFORCING STEEL INSTITUTE (CRSI). BAR TOP BARS OTHER BARS SIZE C. SEISMIC BRACING AND RESTRAINT TO THE STRUCTURE OF ANY MEP EQUIPMENT, DUCTWORK, B. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 OR WELDABLE ASTM A706 GRADE 60. CASE 1 CASE 2 CASE 1 CASE 2 3 MACHINERY, AND ASSOCIATED PIPING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. #3 24 36 19 28 .o CONNECTIONS NOT IN COMPLIANCE WITH SMACNA (SHEET METAL AND AIR CONDITIONING C. SMOOTH BARS OR WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. © CONTRACTOR'S NATIONAL ASSOCIATION) OR THE MEP DESIGN DRAWINGS, SHALL BEAR THE SEAL #4 32 48 25 37 0 OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON AND SHALL BE SUBMITTED D. REINFORCING STEEL REQUIRING WELDING OR PLACED WITHIN A SPECIFIED BOUNDARY ELEMENT OR LO ALONG WITH CALCULATIONS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. MOMENT FRAME ELEMENT SHALL CONFORM TO WELDABLE ASTM A706. #5 40 60 31 47 M . #6 48 72 37 56 ii E. ALL LAP SPLICES OF REINFORCEMENT SHALL CONFORM TO CLASS B LAPS AS SHOWN ON THE LAP SPLICE SCHEDULE PER THIS SHEET UNLESS NOTED OTHERWISE. #7 70 106 54 81 M F. ANY MECHANICAL BAR SPLICES SHOWN SHALL BE MADE WITH DAYTON BAR-GRIP COUPLERS OR #8 80 121 62 93 WITH AN APPROVED PRODUCT SUBMITTED WITH AN ICC REPORT. #9 91 136 70 105 w aO G. UNLESS NOTED OTHERWISE, REINFORCING STEEL SHALL HAVE THE MINIMUM COVER OR #10 102 153 79 118 LL. PROTECTION FOR THE FOLLOWING USES AS NOTED BELOW: #11 113 170 87 131 N SLABS 1" WALLS u INTERIOR FACES 3/4" cc OO EXPOSED TO EARTH OR WEATHER 1 1/2" (#5 BARS AND SMALLER) 2" (#6 BARS AND LARGER) © FOOTINGS 3" y U 00151704,4 DRN:JA ORIG PROJ NAME: SHEET TITLE: SHEET: 17 OF: 48 DWG#: �d P DATE: ,l�\ B H T DURHAM O&M '� � f� •— DSN: CJA DWG#: sT3cucrnte�3 .Na1��eR. STRUCTURAL. �r to THIS BAR IS ONE INCH mwa architects PLOT 07/22/2016 �/' ''" BUILDING GENERAL NOTES DATE: 5001 �- ^ C�ear�Waber Services 70 NW COUCH max 1640 NW JOHNSON STREET �}�R'ECAN1 w CD CHIC: CAD FILE M K-11315 5001 DWG WHEN DRAWING IS FULL 7/22/2016 PERMIT REVISION SET SUITE 401 PORTLAND,OR 97209 PLC#: NA !� 4)F IS Ng d� N PORTtANO.0R encs Tel 503.243.6682 REMODEL M O D E L Oulr commitment is clear. '�? ¢� C) SCALE. PERMIT DOCUMENTS P503973 sts1 Fax 503.243.6622 °N J Aa' CJA x5039735060 www.ahht-structural.com N APPD: SCALE: NONE F50397 5060 .IOM .1 CWS r'* REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PHASE 1 B PROD#: 6687 1 ! s:ZZ�3� i 1 I �• , . , 'L.6 I a Pal P.3 P.6 P.9 I ! FOUNDATION NOTES: j 47/ f. I AV / / INDICATES AREA`OF! 44 �� /// Al /� �y STRUCTURAL! I REMOVE AND REPLACE (E) 6" 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, /, NOS UC URAL CONC• SLAB ON GRADE w/ NEW,� i �� A• r d n DIMENSION, AND ELEVATIONS PRIOR TO FABRICATION �. ,..,, ,//,�',//�, Er .__ �mmswes...._ �_��. , , I..' WORK 6 CONC. SLAB ON GRADE w/#4 AND RECTION AND SHALL NOTIFY H " ETHE ARCHITECT / / @ 12 c.c. EA. WAY AT SLAB / �' / MID-HEIGHT TYP. AND ENGINEER OF ANY DISCREPANCIES FROM THE r �n r - - -� r - - r - - r DRAWINGS. �14rigintlialialiMilli.C1111111111111M. :fit �t= : �"-.., kiralileat ;�i=� _ l_l.Mina — �. _....�.I _ _ _�► '0 I 2. COORDINATE ALL DIMENSIONS, WALL LOCATIONS, ::y, •�;, s :•::, •, ;J•} • h •y• •�:: , L• h+ ♦� , , • , , • ; , h • a DRAINS, SLAB SLOPES AND OPENINGS, STEPS AND •,. . . .. . . . �. . •� ,� .t"Q •.. „ •,• . •, . .. ,'h._.' .. •:. :\ � • . . , • CURB ELEVATIONS WITH ARCHITECTURAL DRAWINGS. ...\ �•� 60 +("�/A •C' • '• •'�• J•,• `• '•' •'• +' ' •` r BRIDGE CRANE A /h it h h• h h , .. ,r �' h th r. ( :h \' • • COL'S BY BRIDGE • i •B. 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PORTLAND,973 5151 97209 Tel 503.243.6682 REMODEL PLc#: NA Our commitment is clear. PS03973 ,Oi y�o�iat� ✓1,o PERMIT DOCUMENTS Fax 503.243.6622 N J A -V. �•+. /� FS039735060 WWWabht-structural•com ••.,. APPD: yJ/+y SCALE; 1/8"=11-0" CWS h• REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. MWApRCHITECTS.CtlM Hillsboro, Oregon 97123-9379 PHASE 1 B PROD#: 6687 LEWES:/2/30 7, SIMPSON DTC w/ (2) SIMPSON DTC 1/4" MAX GAP @ w/ 1/4" MAX GAP EA. STUD WP. @ EA. JAMB \ \ co \..._- 4 i HDR-1 1 HDR-1 I I \ 1a l''? SIMPSON A34 w/ "-a -, f . (2) 0.157" O H I LTI / X-U LVF TO ill i CONC. w/ 3/4" MIN CONC. EMBED DEPTH @EA. STUD/JAMB TYP. / / \ \ X 9'-6p X 7�-6" X HDR-1: 6x6 D.FIR L No. 2 HEADER J-1: (2)2x6 D. FIR L No. 1 STUDS SISTERED TOGETHER w/10d CN @ 12"o.c. 1 0 OFFICE OPENING FRAMING 114"=1'-0N c 3 V 0 M CO LO r tY} r g t1� e M e— g IX w C J O U. Ln CS N g COCO 0 7 CI - d U .�CTURR QDRN: JA ORIG = PROJ NAME: SHEET TITLE: SHEET: 25 OF: 48 DWG#: �4 S 11V ft DATE: ► 0 /.�, B H T DURHAM O&M STRUCTURAL w w .`1- PLOT r- DSN: C011 JA DWG#; F- THIS BAR IS ONE INCH �p�++��. mwa architects STRUCTURAL RNOINRRRi BUILDING INTERIOR ELEVATIONS DATE: 07/22/2016 4�! - C1eanWater 1�.�►e r les 2 r- 7a NW h it STREET 1640 NW JOHNSON STREET OREG8N1 pi 0 CHK: CAD FILE#:K-11315 S302.DWG WHEN DRAWING IS FULL 10 7/22/2016 PERMIT REVISION SET SUITE 401 PORTLAND,OR 97209 fj Ap 1GON 4'p NPORTLAND,OR 97209 Tel 503.243.6682 REMODEL. PLC#: NA SCALE. 0 PERMIT DOCUMENTS Our commitment isclear. Fax 503.243.6622 �N J A �''� P 503 473 51St (V "� R " F Sa3 973 SO60 www.abht-structural.com APPD: CJA SCALE; 1I4 1 ^0 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. 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INSTALL FINGER TIGHT & UPSET 3/163 2'-0" 1 THREADS, TYP. 3/16 > 3 - -14 0 PLAN - TRANSFORMER PLATFORM3 4}I HSS 4x4 POST DEFLECTION HEAD HSS 4x4 CONNECTION 1/2 � i m=1.-o" - 1"=1'-O" 1"=1'-O" " CLR 3/16 I PL, 3/8x5x0'-6" -"aay (2) ROWS NO. 8x1-1/2" L L I G SCREWS @ 16" o.c. 1 1 PL 3/8x5x0'-6"w1(2) I (118) (E) PLYWOOD HEADER. SEE " I 3116 3" DECKISHEATHINGNG OVER 2x " DBL. TOP PL. SCHEDULE BELOW 318 O HILTI KB-TZ TWO ROWS No. 8x1-1/2" A.B. S w/2 s — SCREW AT 12 o.c. N 111 EFFECTIVE CONC. co r ��II— : P • i _ _---a EMBED @ 4 GAGE ; _ - ,, (E) �, PLYWOOD o a ;v --1 3" SHEATHING OVER 2x CRIPPLE = o ---' TRIMMER STUD. (E) CONC. CURB `'�� 4 \ lSI DECKING STUDS ----. p.�. MATCH WALL STUDS AND FOOTING 14 GA. CONT. BENT PL .-- --- .. M - d ME TRACK 2; ,�„ imi / (2) ROWS OF 16d �a a d 4 9 4 D. 4 a (E) 3-1/8"X18 t NE N @ 4"o.c.TYP. 4 2x6 @ 16 O.C. — (4) NAILS MIN. .,�-_ —KING STUD. SEE . GL BEAM SCHEDULE BELOW ' a (E) SLAB ON GRADE MO 14 GA. CONT. BENT a ,� 1/2"0 F1554 GR. 36 MN PL TRACK ,5-1/2" d ° 3/16 / 2" pp THRD'D STUD @ 32" o.c. 2 r---i 2T OPENING #OF KING LOAD BEARING AND 8" MAX. FROM HSS (E) 3-1/8"x18 GL -�' - 2x6 @ 12" o.C. ritrim,, AND 2x PLATE ENDS BEAMWIDTH STUDS HEADER DEPTH'd` • 1/2" ,, SEE ELEVATION SEE ELEVATION SEE ELEVATION :�• 2x6 PLATE HSS 4x4 Afk 0 TRANSFORMER FRAME 5 SECTION AT WINDOW HEAD A SECTION AT FULL HT. WALL INFILL HEAD0 TYPICAL HEADER DETAIL i -1-0 1"=1-0" 1 =1%off N.T.S. 3 -q a Co CO LO ch In Z; Ir.r g w J O LL. LO a N CA C13 O g CIU 2 0,05141 Q ORIG PROJ NAME: SHEET TITLE: SHEET: OF: DWG#: ��.t PI*. M DRN:ANV DATE: - T 28 48 1 2 I N af� a � ". A B H T DURHAM O&M STRUCTURAL' E r- DSN:ANV DWG#; mwa architects STRUCTURAL SNOINRRRS PIM 07/22/2016 �_�"'..� co THIS BAR IS ONE INCH ,� E;aY]W �' Services m NW[QIItH STREET 7640 NW JOHNSON STREET BUILDING FRAMINC DETAILS DATE: ('� 0"-OREGO 1 w Z:"; CHK: CAD FILE#:K-11315 S601.DWG WHEN DRAWING IS FULL g 7/22,2016 PERMIT REVISION SET SUITE 401 PORTLAND,OR 97209 U ‹. 'ft),is ,g Q N _ Tel W3.243.6682 SCALE. PERMIT DOCUMENTS Our commitment is clear. PORTLAND.OR MOS Fax D.3 243 6622 REMODEL '�`Q A ✓�� PLC#: NA P Sit!i73 5757 ,Y i'• N APPD: SW SCALE; AS NOTED .5039735°6° www.abht-structurai.com I~. REV# DATE ORN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 """""R`""E" �°" PHASE *1B CWS 6687 �FXPIRFS:/2f3/ ! PROD#: ID L.6 Si P.1 1".J 13'1) P.9 SHEET GENERAL NOTES 1 REFER TO ARCHITECTURAL PLANS FOR EXACT WALL, i. , , CEILING GRID AND LIGHT LOCATIONS. I' ° 2 COORDINATE WITH OTHER TRADES IN ROUTING AND ri_ LOCATION OF MECHANICAL ITEMS. 1' ° c` I ° F ° II==f' ' ' __ _ I I: 3. COORDINATE WITH OWNER FOR TIMING OF SHUTDOWN 1 PF EXISTING GAS MAIN OF HEATING WATER SYSTEM FOR CONNECTION OF NEW I , _,.._ -,-- i --r--- I-- r---+---1 I PIPING. _ ----1 _ rim._ , �►�i i ilaei� ~iii n_ . ? : .ii=s:�iihealaa� in kli aiiNPAR ��a i i..—___�1- -i i. �._ l;�l�__'_ __ILA l �__ �„1 a. 1 1 'l a --J- _ 1p `v+FEMINNE r E".11 L........,___1_ I:4 , A A == ===1--- ---- :*:7.7.r.3 21 1.... . iii RTU-1 ' C ROM W A ;1n nom Mil Si 94-- 'LACE EXISTING l ouiRICE _= ROO 1911111 •Dr1 ill ` I. I ! ► I i A/ . ! ! I �� " TU WITH A A HS ! „ �'.I 7 ■*:/:0 , I enliwil 1 c EXISTING GAS SERVICE fir/ IIP OT WATEfIII CURBS ' CUR: tI ! ri EATIllr A Ak _ . - !lik UNDERGROUND�' A1 �' ! ' INSULATED HEATING WATER - .�.,-- + b"'�d .. - ® ° PIPING TO EXISTING VAULT .+..:b...•.+:+A...+D:��...�.+.yG .i.t•.)0�.�* 1 __ �_ "ill �.�� ILM.4 �will�_ ; � ,:-...7:1;\ COORDINATE EXACT ROUTING 4" MWS & HWR w=- _. - iifREF1 R I 4l. fj REF � TG .� ....-IIll - ! ♦ 1-------- 1 ♦ 1.114„ ♦ ! .�� L il___°---: 1 TO BOILER ROOM .-.I.., ' I ■ y`�• ��.. I- HWS NR r T --4/. " 1 ' D tr APPROX. 50 FEET. 0 80 =a I *C�� I M001 L. }� SEE.A/M001 & 2/M105cti © ' „AP° 3/4" I I , I . - I XAPPROX. 26 FEET - -- --- -- 4 I'i{I , I I 3/4" � -, I �1 l � 1i1�� a�� tri SB-1 ►�► f 314" DOMESTIC HW AND = • ` �,��w��...�..........'..�.. .� �. `. _ �- , ■i _ 4SUSPEND /4MI�} M001 WATER VAULT t, RANS ! R '250 „ I I 32 r " "��' �°WATER HEATER , 12x8 12x: 4 FRAM WALL PL G. 12x81fe11111 i - ' ., 1l0 kin_ __� 24x1 ;fir HAUST DUCT UP 111!,...::.i.fA (moi 1 EXISTING UNDERGROUND-"''SEE B DRAWINGS UH-2 .gyp NI HS HR HS , ,, > 1 ri I-- ' -1 i -� r' w,l>!� -__ _ _ :._� ___tea �� - --I'� "�,I:i;■ `�/ HEATING WATER ` , . 1 , , .BPS , j - - -x1— , , tr i I , . . :_.._ •, I - i7 • �� ,_ __O-4 HOUR TIMERL__ �__� 4x6 �. '_ >_— �— 4 HOUR TIMER �_}_a UP TO ' i'ei 16x12 $2S 1 WITH HOLD I -■s-:;.-'ramilmiumil ,�;" ,t: , s L.6 i :� @,,„,,, P.3 P.6 P.9 IAl i l ,I, ' �, Or AI If� RELOCAT EXISTING FIRE AND WATLR LINES ...,41-0-4,11101,' r �ia.r ..�'.1�././///.a ._.__:-rte `.►rr� _ A4LAizerAir %.ir A ...„,„Yt{�Ma Di Ai�Gi► r ( � $' __4_ I AS NECES6ARY FOR NEW CRANE”'3/4ADN1• . - - - �--I---�A 4i_-4,,;�c�ar�4,t�3oa �a;a�I4___ _ ,��I�i•�4. 1►E% ___ d (.j1..1�....._1.a�__ ...../...4_......J11-1.__ 1._ LAI - --II, T1��711E _ _ _ ��rttn ;rca"r. _irrrrw. 7=z, Gi-im+.rr ��iri- _ F- 1 t.... >r, �� -- - - = - - _- 8" FIRE _I _ � �� - 3 ✓` I~1- ;,� -fes �"" `€ _ _ __ !��— " ' " �. •,�- - SPRINKLER S �- �- __-;-_ ----+-__--� T�-_---;_----1 RISER S i 0CW ' 0GW Q1 � I r 0 HB ' I I P ' € 3/4"CW r. I w OFFICE A I V A ' • " A I ,► .. I I� 03/4"ADN ��!'� ii , {3314"A 101 ,' 1` I I ' Q 3/4"rA gery3 314"A DN '!mai; 4" ' ¢ CW v 4.1/ 3/ A " • I 3i4 I�iW i"A I , �� Ir GO d -- ] 4"Vi� , E 4"VM / Q� , EW-1 O. �, Il ' 0 3/4"I DN -PP �� I , I HR-1 lik --1 . r�' E �J W \\*\ '(lk" Q3/4"CW 4 © ,f III I l.'../ F• n /' 4 W II= --- - tar Iiiir s — i 1 r iliaM""n..•Sp .M"aC1"I1C��rruunu��ru��C" - - - - - { 11111 IL. 'ailj , 3/4"HW ef 1 1/2"HWR L �A ��Kudos'' c ; - - �__ 1----- r. I -_�--_ , [Q WCO _i 3/41�HW -� r- -i A �! I I !__ = I � I I �RKEY NOTES,�,. „i_.,„ ��fle) . ._- -t - _. �L _ _ .. _ ..M� � _- _ _ _ �� ", 'r ��li .. lt_ _ _ .- _ _ r �t -T-7\ ----1� w.r ++ 7.4 it r-----,►_ ____ r---;--_-, I , 1— 1 I 1 li:.�1: ,.------ f ,�--1—,► -,_ 1 i 1 IIfir L.__..._.J ��,_� I' 4"W I L.:. -J i�j . L_ _� 0 CONNECT TO EXISTING WASTE, VENT AND COLD WATER SUPPLY PIPING 0 1 0 3/4"A DN 0 3/4"A DN ®HB � • LLWAY r` I 0 HB CAPPED DURING DEMOLITION PHASE. �� , 1 1 1 i kiErAs..►orAme. ¢ or rI0 VERIFY ALL COMPRESSED AIR EQUIPMENT AND COMPONENTS WITH ..__. ., � _ _.__._ _ _ _,...� _ _ _ .. _ _ _ _ _ _ _ aIiW �.� 1 _ I _ _ _ _ _ _ __ ARCHITECT AND OWNER PRIOR TO STARTING WORK. COORDINATE ALL r Ail iliM �., L ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR, �0 ` 1 E 4"W ` r 1 i�r r i stir-41,1 1 L-1 1 Q & ,, ,, AI� ► I LVA; —. RESTROOM PROVIDE 3/4"A DN INSIDE WALL. PROVIDE WITH QUICK-CONNECT, SHUT-OFF /I/1 } r��r I O VALVE AND DRIP LEG. SUPPORT ALL PIPING FROM STRUCTURE. VERIFY FINAL ' ' ' ' ' /C�/� L... r►_ U___1 ' I CONNECTION WITH ARCHITECT AND OWNER PRIOR TO STARTING WORK. ti I � _ ' 1'• '• '{ - �!� �,,;I 1 Q SLOPE COMPRESSED AIR MAIN PIPING AT 1% TOWARD PURGE VALVE. I r r I Porg i'• ii�� 0 wCi-�I !„ i , I "�!� 5 CONNECT TO EXISTING 4 OR LARGER WASTE AS LOCATED AND VERIFIED IN llITOOL ROOM ## FIELD. _ _ .._..._ _ _ _ _ _ _ /,,�I ,.... _ 104 _ _ _ I _ _ , ' ` ' T -` '� 4 AC-1 + - ' _ _ ` - s CONNECT TO EXISTING 3/4" OR LARGER COLD WATER SUPPLY AS LOCATED 1 r Q 0 ° FD41Fit „A„..,",„,,,,,,,,. AND VERIFIED IN FIELD. ROUTE WASTE TO FLOOR. r r I r rop � �� Ir411%, ��•, ,',:mi��,;��,r.trAreowa _„ _ _ _ _ _ _ + _ _. �7 PROVIDE 3/4"A PIPWG WITH SHUT-OFF VALVE FOR AIR HOSE REEL, PROVIDE 9. — ,. _ ___.. — — — — — — — — — — — 0000000 "'' 11'4'Affil----��oi �,, it .i. - 1 � ;�,�0/� I4410kI DRIP LEG W/BLOW DOWN VALVE. SUPPORT ALL PIPING FROM STRUCTURE. _ r I , I •�� , VERIFY.FINAL CONNECTION WITH ARCHITECT AND OWNER PRIOR TO STARTING WORK. , 0 .�L►i.. .1r/� s CONNECT TO EXISTING HW AND HWR AT WATER HEATER IN BOILER ROOM.0 1 I , I I 1 " ® PROVIDE 3/4 AIR DROP TO AIR HOSE REEL. COORDINATE EXACT MOUNTING COMPRESSOR LOCATION AND HEIGHT WITH ELECTRICAL AND WITH ARCHITECT PRIOR TO 1 1 1 1 001#, ROOM1 INSTALLATION. 00.�410 CONNECT TO EXISTING 2” OR LARGER WASTE, 1-1/2" OR LARGER VENT AND 3/4" OR LARGER SUPPLY PIPING AS LOCATED AND VERIFIED IN FIELD. 01 01 ' fil OP r/r1A 0- . "." J ? J J x K t1-W}-`--' Lr-::701-En REFERENCE ONLY [ LL it:Eng-TVia; NOT APPROVED WITH THIS PERMIT ---1,1-. J _- T 0 PLUMBING FLOOR PLAN I: _1 SCALE: 118" = 1.'-0" K:V SYSTEM DESIGN ! G. = = CONSULTANTS INC. K EY P LAN333 SE SECOND AVE, SUITE 100 . PORTLAND OREGON 97214 N.T.S. �CR M 248-024048-0227 FAX r(S) PROOFSDFtN: BLM ORIG _ -IM PROD NAME: SHEET TITLE: SHEET: 34 OF: 4$ DWG#: ,�,'� �� /�DATE: DURHAM O&M PLUMBING it ]2 +',7 DSN: BLM DWG#: P105 rnwa architects PLOT /' THIS BAR IS ONE INCH p�� I BUILDING FLOOR PLAN DATE: l O. z WHEN DRAWING IS7/22/2018 PERMIT REVISION SET � j1' �i ��/i . 70 NW COUCH STREET P1 05 p� CHK: GCB CAD FILE#: MWA1402P105 W NGFULL 0 Our commitment is cleat SUITE ao1 Plc#: � fy 1��' 01 RN SCALE. 1/19/2016 PERMIT SET PORTLAND,OR 97209 REMODEL cq C 8'P �� APPD: GCB SCALE 1/8" = 1-0" a 503 973 5151 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 F 503 973 5060 PHASE6687 PROJ 1 B #: EXPIRES 12/31/17 , MOUNT TYPE B � � • 1...6 l P.1 P«3 P.6 ' P.9 • +8"-p"AFF, TYPICAL (4), PROVIDE INDEPENDANT WALL ' A is ( SP`•RT Cr► +1 s' I" + + ' , ., �1�� 1 GENERAL NOTES: li:.w.... Air' Ai`dr _�,_....w �rrw.� 0411,444:4:1 ,! .. .......�.......r... 1 + 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO REFERENCE #091710#710 ' r CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE FOR 00 gli �rr j I CONDUIT FILL FOR THE EXACT TYPE OF CONDUCTOR BEING �• +1 1 1 1 i 4,- i INSTALLED AND SIZE THE CONDUIT AS REQUIRED BY CODE. /11) -""�� 0011:4 .r ; =Wii�s'ilii.�IGM sassui �i'�iiiZ iilW��i= _ _I=s� I I� .fl t��iormo u saQi�iat 1 1 1._______11-1___ :_.1 _A 1 1 A 1 l_A. I. I A S.�_.S ... � +fit �iii"ir 00 �____ 13Q2U 51 10111111111111.1111111.z 13020-44 _�.�, ; .,..�.=B f—..•..B ' •••�.•B ' L-- II "-- -1- 0 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY II INV-1 a +••�.- � A II A A111 A A A MOUNT TYPE A @ VOLTAGE DROP FOR EXACT ROUTING AND LENGTH OF ALL � " CONDUCTORS. N- 111 +14-5 AFF, TYPICAL.s MC . Ds 111illini 13Q2p-53 r 4imuirwompf i,M, Z o 0 0 0000 � COORDINATE WITH >- _� E ► �� SHOP i ` TOP OF BRIDGE 3. ALL MOUNTING HEIGHTS FOR LUMINAIRES ARE TO BOTTOM OF pligi `� 'a PI 1 ' '' I FIXTURE ORAS NOTED IN LUMINAIRE SCHEDULE. ra 101 CRANE STRUCTURE nLIGHT SWITCH FOR CONTROL4A i I Al I �� /I� 13021-3 I D 4. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR 1111111111111 '/««I" 1SII►y►" INI 'iOF LUMINAIRES.,LOWER CASE -,�• it " = - • �, ole 11111�o�, o TO START OF WORK. NOTIFY ARCHITECT OF ANY LETTER INDICATES DIMMING �,/' ,* t A 1 A + A A A Ar_j_ I A + A I DISCREPANCIES PRIOR TO START OF WORK. ZONE, TYPICAL N _1ti -C C. , iI13021-101 i , TA 1 X --- 5. PATCH AND REPAIR EXISTING WORK DAMAGED DURING ti i I th i I .h .t unimmomm �i �--- . CONSTRUCTION OF NEW CONDITION. II low rsionsw11011-- 1 up v Y O 0 A ' ` ' 6. ALL CONDUIT WILL BEA MINIMUM OF 3/4" MC CABLE IS i i1111111111119110—� PERMITTED IN CONCEALED SPACES ONLY ON THIS PROJECT. I 42111 amilimmingemminimmum1111 LL 111111111111111111111 A US i „ , 7. CONDUIT WILL BE CONCEALED IN FURRED WALLS. NO EXPOSED tirmumn __ _, olimi ii MI , 0..),, immumma imi 1 liAlira iimAmme 0) r, �, '40 I A liii A A A A A 3021-50 AII A III o OR SURFACE MOUNTED CONDUITS WILL BE ALLOWED ON WALLS. 1 g I-- 8 II - -I C-- �-- ---� �-- --1 8. JANITOR, UTILITY, STORAGE OR SIMILAR TYPE ROOMS OPEN TO _ .� I',., B �� .�... � _ �....._. .,...�lff �.• _ ....... STRUCTURE, LUMINAIRES WILL BE SURFACE MOUNTED @ Riwal� _ M _ f # _.. lamm� lt T 1 t 1101111% " i lir ' i rim ��0— - CEILING OR CHAIN MOUNTED AFF WHICHEVER IS LOWEST. •liow �,s 13� 1-1 -. D NL - , 'D D-"""'- -I LOCATION OF T1 E A IN ALL CASES LUMINAIRES WILL BE MOUNTED BELOW DUCT II MOUNT TYPE C @ , MOUNT TY ,E B @ , , ,�-.r_,..•i....a. HAL AY ,,.��,.....■ �' , CLOCK&CONTACTOR , WORK, COORDINATE WITH MECHANICAL CONTRACTOR. IQ _ i# _ +10'^0"AFF,TYPICAL +8'-0"AFF,TYPICAL _ 4I �.�. IL I _ Tip,T11 _�_ _I� _ _ _ _ _ - - 1i� - - - ------ - T 9. PROVIDE LABEL FOR FOR ALL SWITCH COVERS, RECEPTACLE I� { ) 11/111 P ��...�..� CONNECT TO E A, n�a.r�aa.I� ' ' ! '' "• ' SEE E3Q1COVERS,AND END DEVICES WITH POWER FEED {PANEL& IGEN NOTE#8 f 1 I. ®.. I NUMBER(S)) ( �) D CIRCUIT NUMBER S I� +( APPLIES Id :RE�OO I! CORNER MOUN $10 � AV t:::-" •-. TYPE FE @ THE 10 N illi• •Alla*. EE II ! CEILING. ,I ��I 0,:::- ..:;:i.;.. - '' '',: ', KEY NOTES: At /lel 5ID TOOL ROOM_ Ji _ _ _ _ _ _ _ _ �lil IIM _ � _ 9 =� 4 I + + -' + D —111......._ f� Q ROUTE THROUGH LIGHTING CONTROL, SEE DETAIL I/E403, ��0 is urerjewu� "- GEN NOTE#8 PROVIDE ALL LABOR AND MATERIAL REQUIRED INCLUDING BUT PPLIES NOT BE LIMITED TO TIME CLOCK TIMERS CONTACTORS9.6 _ _ _ ' _ _ _ _ - _ _ .. _ _ _ _ _...____-, 0 .��,n�ia ' . ' r.i�E.�..-11s, u,i'/►.,i►/r►�f,v. rd r _ _ _ ' _ ,.�__ _ _.. .�. _ ' ,—... _ CONDUIT AND WIRE. CONNECT COMPLETE. ler 0/479:7 EXISTING TOR AIN ENERGIZED IN HATCHED �' AREA. EXTEND XISTING BRANCH CIRCUIT TO, NEW PANEL LO ATION. PROVIDEALL LABOR ANPARTIAL LEGEND (LTG CONTROLS) . � � MATERIAL INCLI>IDIN+G BUTNOT BE LIMITED TO/ CONDUIT, WIRE, JUNCTION BOXES AND INTERMATIC: FF32H 2-HOUR TIMER $T2 � SUPPORTS, CONNECTGQMPEETE. { )�o Cs SENSOR SWITCH:WSD-2P $os /0 HEIGHT: nPODM DX $N I HEIGHT: nPODM 2P DX $N-c,d,e 0 A 0o HEIGHT: ::::: DXHEIGHT: - ►-os nLIGHT: nCM ADC 0.-DS x x NOTE: #1 - CONNECT nLIGHT ENABLED FIXTURES AND nLIGHT CONTROL COMPONENTS VIA CAT5E CABLE PER MANUFACTURES RECOMMENDATION. #2 - PROVIDE FACTORY ENGINEERED DRAWINGS SHOWING EQUIPMENT, LAYOUT, SYSTEM RISER,WIRING AND COMPONENT • LIGHTING PLAN DATA SHEETS. '� #3- PROVIDE FACTORY AUTHORIZED SYSTEM START-UP AND SCALE: 118" = 1'-0" K7 OWNER TRAINING. SYSTEM • REFERENCE ONLYDESIGN NOT APPROVED WITH THIS PERMIT = CONSULTANTS 333 SE SECOND AVE. SUITE 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT; JEFFREY DAVIS PRor ''' \GINE£e`ks'/ MG ORM JJATE: _ „�,,,_ PROD NAME: SHEET TITLE: SHEET: 39 OF: 48 DWG#: tom' a DURHAM O&M ELECTRICAL q--- } t c p /� PLOT DSN:JJD • DWG#: E201 m�,UC7 architects BUILDING FLOOR PLAN DATE: r �}I�� 4N THIS BAR IS ONE INCH j %.1LV U Services 70NWCOUCHSTREET ELO G�+ JFR CAD FILE# 201-1.TG-MWA1402 WHEN DRAWING IS FULL 712212016 PERMIT REVISION S� SUITE 401 PLc#: �F 9`a 4� ail=commitment�. clear, REMODEL LIGHTING NA o C• g 19 <‘'S- SCALE.. 1/19/2016 PERMIT SET PORTLAND,OR 97209 yyF OG�C. APPD:JJ D SCALE 1/8v = 11-0" P 503 973 5151 "� B cws RANK R REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oretgon 97123-9379 F 503 973 5060 PHASE 1 PROJ# 6687 �( (R S 12/31/16 • (910 L.6 ,ali 0 P.1 P.3 P.6 P.9 1 , 1 I ////' i I f I 1 d All g � 1 „,.., ,og � - // LA n may+. 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I11 I ry '43.3+47.1♦ ♦ + + ♦ + ♦ +4911+49.8+48.8 ♦ , ♦ +462+45.7'46.2 + t + + + + t ♦ ♦ + ♦ +50.0450.944:51. • + .47.8'47.3 t ♦ ♦ ♦ + t + +45.7+45.5+46.4♦ ♦ t ♦ ♦ + +46.3 • +47.14464.6 + ♦ ♦ j� C 49.2 50.1+50.4+50. b1.T 510:51.6+50.3+48.5 d$.$ 45.$ 45.9 47.4 48, 49,4 48.B 48.8 47.5 45.2 45.7 48.2 47.8 4 150.3 50 8 50.0 49.0 48.1 48.1 48 8 50 0 54.9 51.. 513+411 47.7 4$.T A9.7 50.2 X9.7 48.4 48,9 47.9 49.2 50.0+149.$ 48,6 47.3 46.d 46 3 45.8 47.1 4$�$ 44.7 •T., GENERAL N V T t..S a + I 1 .32.5'34,38,4+37.9`38.3♦38.4+38.2+374+35.7' 1 �. s ♦ 1 492 53.5 56.0+57.0+57.1+572+57.8 5$.715 .1 .6+57.0 54,7 52.4 51.1 51.3 528 54. .9 .2 55.3 63,5 61.7 51.0 51.7 53.5 '3 8.9 51.2 58.6.55.2*54.0+53.9+54.9+515 5 .8 .•• 57.0 55.4 53.7+53.04'53.5 55.0 5$. 56. .3 54.7 52.8 51.1 50.9 520 54.0 7`58.$-SSA 53.3 52.2 52,1 52$ 53.5 53. 50.8+46. '36.2.39, 141,2♦42,$'433+43,3+43,2+443'40,3+ I 1 1 1 54.2 ,4, 61.8+817+52.6+62.6+813 64,5 6 L .4 62,6 59.8 57,155,6+519+57.859. , 1.760,558,456,355,556,358.4 :+,a Z 62.9+62.0+60.2+58.9"5a8+60.0 81.9 6 ti 62.6 60,5 58.5 57,7 5$,3 60.1 61. 1.9 59.9 57»4 55.6'55.3+517 59.0 81 '81.960.2 5822+56.9456.9+572 58,7 56.0 51 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ' +39.4'43.n45.3`47.2'47.$+47.7147,$+46 +442+'+ + ! i I I 1 1 I • • r • t r ♦ :68.5+:3. ♦ ♦ • • ♦ + +_• + a + ♦_ + + ♦ t ♦ + + ♦ •' + ♦ + + ♦ r + • + + ♦ r ♦ ♦ ♦ ♦ a ♦ ♦ t + : • i .65 :.7+66.7+67.4 88»8 69.1 68.3 •- 9.2+59.4+81.2+83. +85.2+65.3 64.3 •- •+59.0+59.8 621 • 7+66.3+817 65,9 $4,1 62.6 62,5 83•$ 65,$ 67,2 67, 68,4+64.3+62.3 63.9+65.7+68.2+ 5,6 63.6 61,0 59.1 : •. .•.3 62.7 85.0 65.9.+'65.7 64,0 61.9 60.6 .•+ •- _ 62d 61.7 59.2 • ' (j ) SHOP REFERENCE CURRENT EDITION OF THE NATIONAL t� I '41.11+48.1(4$,5`50.:Q. ,+ .1�E51,0+4�- '47,3+4�� 1i ` I ` ,57.6,62.5„:4 ' ' ' ` ' ` ' ' ` ♦ ' ' ` ' ` + ' ' ' ` ' ' ` ' ` ` ` ' ' * ' ' ' ` ' ' ` ' ' ' +64.5+43,3.9161A' ELECTRICAL CODE FOR CONDUIT FILL FOR THE EXACT � t# 1! - • 59,6 84.8 67. .4 59.5 70.2 71.Z 79.5 70.9 88.9 68,+ �1.7 81,9 83.6 65. 87.4 87.7 86.$ � 61.5 $24 64,5 S 3 88.7 59,1 68.2 66.8 88.4 68.2 69.5 69." 68.8 68,$ 64,9 •. •• 68.3 87.9 8$,$ 7.8 86.0 63.b 81.7 .$ 65.1 87.2 88.4�7.9 68.4 64.5 63.1 ��' 58.+ I +43,5'48, 50»5+52,8'fi1 �{�'4►53.2'5 , '49.2+ 1 ,40.8•46.4•49.4 , , +70.8+87. + + �. ♦ ♦ , i ♦ ♦ ♦ . +71.3.71.1 ♦ + ♦ . ♦ ♦ 1 + + ♦ ♦ , ♦ ♦ 1 ' OF CONDUCTOR BEING INSTALLED ANDSIZE • 'A �~ +49.9 ` 3 71,5 722'73.0 73,4 72.7 • ,$ 63.7 65.4 57. 69,1 89.4 68.2 63.3+64.2+66.2 6: 3 70,4'70.8 69,9 68.4 67.2+67.1'68.2+70.0 • 70,5 68.6 68,7 88,1 69,6 70,3+'99,5 87,6 65,2 63,5 •• •",5 66,8 88,9 70.0 ;9-6 65,1 88,3 65,0 : 66.1 66,4 82,6 57.- TYPE CONDt1C O G NST THE WAiF +44,1'48, 51.2+53,5►- ,0'' ,1+54,0' +49,9+'i + CONDUIT AS REQUIRED BY CODE. +62,'87.7171.1" ,9+73.1+73,8+'74,7 75,0+74»3'721+131 . »0+65.2'66,8+69• ♦70,6`70,9'69. ' &4,8'65,8+87,7`7+ 1+71.9+72,3,'71,5`69,9+88,7`88,6'89.7'71.5+72: +73,1 72,0+70.1+68,2'6 . •:.+ 69.8'71,1'71,8+"1,0`69,1+86,7'64,9 . •:,0+88.3'70.4+71.5 1.1+618+67.7+66,4'• : »+'87,5`6$,7+618'58.' 43,448. 150.652:953,3 53,453,3 5 . 49,3 f• , ♦ f ♦ t ♦ ♦ ♦ ♦ ♦ + « + 1 +72.9.744:74. ♦ ♦ +O. +72.513. 83,3 9,0 72,4 74.0 74,3 74.4 752-76,2 78.4 75.7 73,6 70,6 67,7 66,1 88,3♦ •.88,1 70,4'7'1. • ♦ ♦ ♦ ♦ a +722 71,1 68,9 86,7 85,8 66,7 69.0♦71,3♦ ♦ ♦ ♦ • +73.2+716 72,9 71.2 89,8 69.7 71.0 . • 73.4'71.4 69,4 68.5 1+70,9 ,2+'2,4+ ♦ ♦ ♦ ♦ ♦ ♦ • ♦ ♦ ♦ ♦ • ♦70,5 67,9 66,0 65,7 67,1 69.6 71.8 7291725 71.0 89,0 87.8 67,4 68,3 68,8• +.0 65A♦59,. ' •463f487'5o.$'S,.2'61,3'51.2 498'47.5'4` 2• ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY _ _ I�1I I I fI 64,2 69,9173,4 74.9 75,0 75.1 75,9477,117 ,5 7 .8+74.6+71.4 68,3 68,6 66,$ 68,7'71. ,9 3,1+72.0+69z 67,3 86,4 67,3 69,7 7. 5 4,2 4.7+73.8+71.9+70.5 70.3'71.7+73.847 ,3 . 74,4 72.2+70.0+69.1 89,8'71,7 73. 74, 3.4 71»3 68,5 86,5 68.2+67.7"70.4 72 7 7 3.571,$ $9»$+88.1+88.0+69.0+69.7 68, 65.9+60. VOLTAGE DROP FOR EXACT ROUTING AND LENGTH OF ALL 139,$ 43.445.$+47:5'47.9148.0'47.9' . '44.5+4 , "74.9 ♦ + ♦ ♦ ♦ ♦ G68.3 ♦ ♦ • ♦ +66.3• +616+7 • *71.9 • +71.7+73.8 + + +69.7+71.8♦ ♦ +0.3+71.3 ♦ +67.7+70.3+72 ♦ ♦ ♦ +68.1'68.0 , 1 I II 64,1 $,8,73,3 '75,0 75.1 75.9 77,01 4„ ,b 74,5 71,4 +86,$ 86,8 68,7 71,E ` ,0.71,9+69,$`67,3 . 67,2 .14 4. 4.$ 73»8 +70,4 70,3 +7 • , 74.4+72.2 70,0 69.0 73, z '68.5'66,5 66.2 j 6, 3-5 71,8 69,8 68,9 69.7 85,9 60, CONDUCTORS. ' : +36.4+39;1 *43.2443.6♦ • .44.11'40.8♦ (41.5 43.7 43.b : ♦ ♦ ♦ i ♦ ♦ + ♦ + f ♦ ♦ ♦ ♦ ♦ ♦ + *70.940.7 ♦ ♦ ♦ • +618'1 ' '711473.5+717 ♦ ♦ f +89.8+70.9 ♦ ♦ +74. ♦ ♦ +610+70.7 + ♦ 4 4 ♦ + ♦ ♦ '87.0+69.4 ♦ • ♦ ♦ ♦ ♦ , ♦ + ♦ � I I I I ��`• • .2 68.9+712 73,8 74,1 74.3 75.0 78.0178.3 75.5 73.4 Tp,S 67,6 68.0 86.2 67.9 70. 71.7 72.0 70.9 68.7 56.8 65.7 68.6 68,$ 7 4 73.1`73.5 72.7 71.1 89.7 89.8 70.9 72$'74.1 74.' 713'71.3 69.3 68,4 89:0 70,7 72.a 73.0 2.2 70.3 87.8 85.9 65.8 87.0 69.4 71.8 72.$ Z3+70.9+68.8 67,4 67.3 68.1 68.7 67.8 64.8 59.5 +32,$+35.38,8+382+38,7+38,7+38.6'3r '38.1+3 + , + ♦ , « I + +710+69.1+614♦ « , +65.4+64.6465,4, +71.3+69.7488.5 , ♦ , t 3• ALL MOUNTING HEIGHTS FOR LUMINAIRES ARE TO BOTi`OM ,� 67,6 70,9 723 72,7'729 73»8 74,5 74.8+74,1 84,$ 65.0 66,6 68. +70.4+70.7 69.5 67,4 67,5 6•.9+71.7+72„1 68,4 +72.7+72.' 71,8 69,9 68A 6% 69,4 70,9 71,6 0,8 68,9+66.5+64.7 ,4 .8+68.1+70.2+71.3 0.9+69.4+67.8*68.3+86.1 66,8 67,3 86.8 63,7 58. /j '' ' • +_ + : _ • 32 33. « .7 335 _- + ♦ + + ♦ ' ♦ '+68.9+692+88.0465.9♦ + ♦ ,' ♦ w ♦ ♦ ' ♦ ♦ + + + ♦' ♦ ♦ ♦ ♦ +88.7+69.8' • ♦ ♦ ♦ ' OF FIXTURE ORAS NOTED IN LUMINAIRE SCHEDULE. , _ . 1 I t =, 60,7 66,2 69,4'70,8'71,1 71.3 72,0 72.8173.2+72.5.70.4+87.6 84,9 63,4 83,5 65,2 $7. 64,0 63.1 63.9 66,0 •• 4+70.2+70,8. 69.7 68,2 68,9 68,8 88,0 89.7'71.1 71,170.3 88,4 66,5 6• • 67,8 69,4 70,1 9,3 67,4 65,0 63,3 63, 64»3 68,8 .69.4 67,9 88,0 84,$ 64.8 65,3 65,9 85.2 624 57, : 1$.8+20.6110.8+ +,8 1; 7 21.' 2�•b 22.3 21 + +59.3+64.8+67.7 69.0 69.2 89.3 70.0 71.0 71.3 70.5 88.8 85.8 83.0 61.5.61.7 63.4 65.� 67.1+67.5+68,34642 62.1 81.3 62.1 64,2 6:168.4 88,$ 68.0 66.3+'85.0 64.9 68.1 88.0 89.3 89.• 68.5 88,8 84.8 �� 4 68A 67.7 68.4 �7.6 85,7 63.2 81.4 1.1 ^.5 64.8 67.0 68.1'67.7 88.2 64.2 62.9 62.8 83.6+64.3+63.8+60.9+55. I I , 4. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS : 1 '20.0'22.0``42.3`220+20,D +22,8'24,0+23.9+22 r• +57.3' �, +65.3'68,4'66,3+86,3+67,0'68,2 6 74+ .9'66.1+83,2+60.4+58,8+59»0♦80,8+63,{' 1+ 5,0'64,0'61,7+59,5+56,6'59,4'61,7+••13'654.9+68.3+65,5'63,7+82,2+62,1`63.4+85,41 .t: 7,1 66,1`63,9+61.9'81.4+61.6+63,5'65, 4.0. '1'5,2+63,3♦60:8+58,8`58.5+59.9'62,4`64 f ,S ' ' ' +60.1+61.1+62.0+ + PRIOR TO START OF WORK. NOTIFY ARCHITECT OF ANY x.363.761.560.260.1 61.162.0 58.954.+ r� ,�„ IF II 1 j20.5 22.512.8+22.5+20.5 423.3+20 24.4 23 53,9 58.6 61.3 823 821 82.1+62.8463,9 .5 .8 62.1 59,3 56.6 552 55.4 57.1 59. LO 1.1 60.1 57.9 55.9 55.0 55,8 57.9 •+4 2.0 2,4'61.5+59.7+58.4+58.2+59.5 61.4 $ 620 64,0 58A 57.2+574+59.6+61 61. +ts1.3 59.4 58.9 55.1 54.9 56,2 58,5 6 6 13 $9.7 57.7+56.4+56.4+57.3+58.2 57, 55.5 50.: DISCREPANCIES PRIOR TO START OF WORK. "20.0+21.91 ♦ IFI ♦ , ♦ ♦ II r ♦ , +58.4456A♦ • ♦ ♦ + +50.5+50.7+52.1+ ♦ • • +52.8+51.1♦ +51.1+519+ ♦ *54.5653.4♦ *54.3'55.8+ ♦ ♦ ♦ ♦ ♦ + + + • a + • ♦ +53.3+55 ♦ • +52.6451Z♦ « ♦ • 20.0 21,9122,2 21:9 19,9 22,7 23.8 23,7 22+ 48.9 55,3 58,5 57.1 58,0 .9`56.3+54.0 51,8 54,1 ,5 54,6 50.4 •!3 ,5 55,9 53,2 `.4 56.3 54,7 53.1 523 529 54,3 55. • +'x'5,8 54,1 52,0 50,5 50.3 51.4 0 »5 54,3 51,5 52,2 528 502 ,l:►.I "' " +221.102j05• PATCH AND REPAIR EXISTING WORK DAMAGED DURING • 1$.4 20.4W10.6 20,3 18.4 21.1 4.2P1 11 42.7 48.3 50.3 50.9 51.2 50.8 49.5 47.? 48,0 45.1 45.2.2 47.6 48.8 48.8 48.0 46.7 45.5 46.0"4575;118 8*•• 3 49,5 •',T 4. 148.2 47.4 47.3 48.1 49.2 50.0 50.•- 49.5 48,8 47,1 46.6 45.9 a7.9 4$.9 49.4 ,9 47A 46.1 45.0 44.8 45.6 a7,1�4 49.1 �8.8 47.8 48.6 45.7 45.6 46.0 46.3 45.8 44.0 40.� - _____ �,7.4 �� 1,w��;:��•._.. w:■r��r-1 # I 1 L 1 - Y T I 11C I__r_ t 1 �� CD==_3 CD �w� CDM::a 6• ALL CONDUIT WILL.BE A MINIMUM OF 3/4", MC CABLE IS �I10 W • HALLWAY PERMITTED IN CONCEALED SPACES ONLY ON THIS ", , t , ,_______1_________ ir�..�.........� 1.02. .ri , t I PROJECT 8 _ _ ____ __ 11111111"�� I I t I 1 0i=:;._, _: >. • ;.: e ► 7•. CONDUIT WILL BE CONCEALED IN FURRED WALLS.NO 10 .fid 0 ESTROOM ` { t t t EXPOSED OR SURFACE MOUNTED CONDUITS WILL BE 10 ( �� • ::..:.... ALLOWED ON WALLS. I1 ' + .. �.,. TOOL ROOM I i l :: ' s" '' * :, '' 1104 8. JANITOR, UTILITY, STORAGE OR SIMILAR TYPE ROOMS a " OPEN TO STRUCTURE, LUMINAIRES WILL BE SURFACE ! It t , ..,.. :• T''',."f::. I I I 1 1 AIji ii MOUNTED © CEILING OR CHAIN MOUNTED +10'-0"AFF 10 II .. 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ WHICHEVER IS LOWEST. IN ALL CASES LUMINAIRES WILL BE 9 - , , , , I �, , MOUNTED BELOW DUCT WORK, COORDINATE WITH :jilt��gr 4, � r. prier MECHANICAL CONTRACTOR. ' 90 6 - --- __ poler ;e% ; STATISTICS I I t I i• At, �� ,/, 1 ( O �� , tlivr7 A 4/14114v lit Description Symbol Avg Max Min Max/Min Avg/Min 1 I i! # Office - North 22.7 fc 24,5 fc 20.7 fc 1.2:1 1.1:1 00 Office-Open 42.7 fc 54.1 fc 28.6 fc 1.9:1 1.5:1 1 I # I 000 t i /O Office - South t. 20.7 fc 22.8 fc 18.4.fc 1.2:1 1.1:1 • // Shop Normal fi,. 63.1 fc 77.5 fc 40.6 fc 1.9:1 1.6:1 6 . 0 #. . , (., 0 0 ,. LIGHTING PLAN REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 1 SCALE: 1/8" = 1'-0" SYSTEM DESIGN CONSULTANTS tic (3• •••"" 333 SE SECOND AVE. SUITE 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT: .{EEFREY DAVIS icrOo PROF£, oRIc3 PROD NAME: SHEET TITLE: SHEET: ol<: 48 flwo# yof N: 40 �,t� 4'4) sio 181• 9 JJD DATE. = DURHAM O&M ELECTRICAL PLOT F muua architects BUILDING DATE: DSN:JJD DwO#; E202 THIS BAR IS ONE INCH �� CeS FLOOR PLAN ORE ON 70 NW COtit H STREET E2 O2 CHK:JFR cAll =ILE#E202-PWR-MWA1402 WHEN DRAWING IS FULL It. 7/22/2010 PERMIT REVISION SET SUITE ao, NORMAL LIGHTING PLC NA vo QFC. 9�h `? 1/19/2016 PERMIT SET Our commitment is Cleo. REMODEL. y'F• 6, 1 Ps" APPD: SCALE. PORTLAND,OR 97209 PHOTOM ETRICS RANK R APPD:In SCALE 1/8,, : v.0.1 P S03 973 5,51 6687 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 F'503 973 5060 PHASE. IB Rat# EXPIRES 12/31/16 . . L.6 , :� P.1 P.3 P.6 P.9 00 t i AAt� ' I I i' t t i , _ . , i A - Allin ANIMPAMINIKAIlia, Affiradrie Aln ..=....=1 ir Ader 1 ineirAINWINER ir.avAiminillIllir.....AIIIIIIP .,,, ,.=1 ....WANW4/01Mumor, Mr +. -1 pr i I. 1... ... I. , 1 # I • --a A .+� IP??/$I.102 !Tal iiI,ii� tea, i i�,. jiij� IAT4T__ 1 210611110461611213011 L-._,_._.,L_t_ _:1_ - it __.l_A_ _.__11._A. A fl, 1 __.._1_ _ ,...,_, 7.1 7.8 7.8 7.6 6.8 5.8 4.. 3.7 3.1 2 ♦ t + ♦ + + « + + + + « + + + + « + + + + } + t + t t' + + + } # + + + + + + + ♦ • ♦ } a t + + + + + t + + + + + + + 2,q '22 2.5 2.9 3,3 3.6 4,0 ".2 4.3 4.3 4.3 4,1 3,9 3,8 3.3 3.1 2,9 2,8 2,$ 2,9 3,1 3,4 3,7 4A 4.2 4.4 4.5 4.5 4.4 4,3 4,1 3.8 3.5 3.3 3.2 3,2 3.2 3,4 3.6 3.9 4.2 4,4 4,5 4.6 4.5 4.4 4,2 4,0 3,7 3,4 3,2 3,1 3,1 +3,1 3.3 3.5 3.8 4.1 4.3 4.5 4.5 4,5 4,4 Ili , I I + t + + + + + + + ♦ I I I I I i I GENERAL 7.9 8.949.0 8,8 7,6 6.4 5.2 4,1 3,5 3I ♦ ♦ + ♦ ♦ + + + + + t ♦ + + + + + + + + + + + } + } t ♦ + + ♦ ♦ ♦ + + + « + + + + + + + + ♦ + + + + ♦ + + + + + + + + } G NE1 AL NOTES• I,, 222 2,5 3.0 3.5 4,0 4.8 5,1 5,4 5.6 5,7 5,8 5,3 4,9 4.4 4.0 3.6 3,4 3,2 3,2 3,4 3,T 4,0 4,5 5,0 5,4 5. 5,8 5,9 5.7 5.5 5.1 4,6 4,2 3.9 3,7 3.7 3.8 4.0 4.4 4,8 5,2 5,6 5.8 5.9 .9 5.7 5.3 4.9 4,5 4.1 3.7 3,6 3,5 43.8 3,9 4.3 4,7 5,2 5.6 5.8 5.9 5.9 5.7 II !I+8:1 *9.21 t9.4 +9,0 +7.9 +6,7 +5,5 +4.5 +3,8 +314 + ♦ + } ,_ + + } + + + + + + + ♦ } + « + ♦ + + } + « + } ♦ # t + + + + i 1 + + + } + « # a + +72 + + 1 2.4 29 3,5 4,2 ,0 5,9 8.8 7.2 7,5 7.5 7,3 6,9 6,2 5,5 4,8 4,3 3,9 3.7 3.7; 3.9 4,9 4,9 5.6 6.3 7.0 7, +7,7 +'7,8 +7,5 +7.1 6,4 5,7 5.1 4,6 4,3 4,3 4.4 4,8 5,3 6,0. 6,7 +7,3 +7,7 +7,$ ,7 +7.4 6,9 6.2. 5.5 4,9 4,4 4,1 4,1 +14,8 4,8 5.2 5,8 6,8 72 +7.7 7.9 +7.8 7,5 I+T,9 +$,9 9.1 +8.8 +7:9 +6.8 +5.8 "4.8 +4,2 +3 + ♦ + + # + + 1 + + + + + I. ♦ + # + + + + + I + + + + ♦ + # « 1+ « + # +10.2+10.4+10.3+9.7 + « + ♦ + + ♦ + t ♦ + +10.2+10.6+10.5+9.9 i 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO 2,$ 3A 4,2 5.2 6.3 7.6 8.7 9.8 10.0'1'10.1+9.7 9.0 7.9 8.9 5.9 5.1 4.5 4.3 4.3 4.6 5,! 5,9 6,9 8.1 9.1 9, 10.3-104 9.9 9.1 8.1 +7.1 6,2 5.5 5.1 5.0 5.2 5.7 6.5 +7.5 8.6 9.5 8.8 7.8 8,7 5.$ 5.2 4.$ 4,7 .05.5 8.3 7.3 8.4 9.5 P ; +73 +81 +8.3 +8.2 OFPIC'E° +5.2 +4.6 +dREFERENCE CURRENT EDITION OF THE NATIONAL 3,1 3.9 5,0 6,3 +T.9 9.8 11.2 126'13.3+13.4+12.81•11.8+104+8.5 T.t 6,0 5.2 4.6 4.$ 5.2 6.0 7.1 8.8 +102+11.7+13 13,8 13.$ l3.q 11.7 a -. 7.4 6.4 fiA 5.7 $.q 64 7.9 9,3 +10.11+124+13.3+117+ 3.5+12.6+112+9.7 8.2 6.9 6.0 5.5 5.4 .7 6,4 +7.6 94 +10.8+122+134+14.1+144+13.2 ELECTRICAL CODE FOR CONDUIT FILL FOR THE EXACT � ( +8.3 +7.1 +7.4 +7.5 +i 21°Q 8.$ +5.8 +5.3 td + ♦ + + +11.9+14.2+16.0+17.1+172+18.3+14.5+12.4+102+8.3 + t '� ! 3,4 4,4, 5.8 +7,5. 9.5 6.9 5,91+5,4 +5,4 +5,9 +6,9 +8,4 +10.3+12,5+14.1+164+17,4+17.4+16,4+14,7+ 8.7 +74 +8,8 +8,5 1+8:9 +T.a +9,3 +11,2+13,4+15,4+17,0+17,6+47,3+18,0+14,0+12,8+9.8 +8,1 +6,9 +8,2 +6,1 46.5 +7,4 +8.9 +10.8+13,1+15,3+17,1+18.1+18.2+17.11. �11TYPE OF CONDUCTOR BEING INSTALLED AND SIZE THE 1+5.5 +6.1 +6.5 +6,8 +6,9 +6,9 '6.8 +6,5 +6,1 +5_. ♦ + + + -112-14.1-17.1-19.6 « + + + + + + t + + + + +12.0+14.8+17,7+20(I +21.4+214+20.0+17.6+14.8+12.1+9.9 } + + +10.7+111+15,9+18.6+20.7+21.8+' + t + +102+12.13+15.5+184+20.9422.3+22.4+21.1 37 4,9 6.5 8,6 21,0 21,7 19,8 17.5 14,7 11.9 9,5 7,7 6,5 +5.9 5,9 6,5 7,8 9,6 1 . 8,3 +7,4 7,1 7.8 8,9 +1.1+19.4+18.8+13.9+114+9.1 +7,7 6.8 6,7 ,Y $.3 CONDUIT AS REQUIRED BY CODE. +4,8 +5.2 +5,7 +6,2 +6,7 +7,1 +7.4 +7,4 +7,2 +6 + t + + ++ + « ((( +10.5413.3+16.7+202+2341+24.7+24.6+23.0+20.1+16.7+13.5+10.8+8.9I + + + +11.1+14.0+17.5+21.1+24.1+25.9+26.0+24.3- 4.0 5,3 7,1 9.S 12,5 15.9 19,622.8124.3+244+221+20.0+16.6+13.2+10.4+8.3 ♦7,01+6,3 +8,3 +7A +$.4 +7.9 +7,6. 3 8.2 9,6 ♦11,7+14,6+18.Q+21,4 23,9}25.0«24,3+22,2+19,0+15,6«12.4+10,b♦8.2 ♦7,3 ♦7,1 +17,7 t 9.0 . 1 r ti +4, +4,6 +5.1 +5,8 +8,6 +7.4+8,1 +8,3 +8,2 +72. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY 4,1 5.4 7,4 9.913.116.9'20.9 2442 3+2 4+24.7+21.4+17.6414.0+10.9+8.7 7,2 6,5 8,5 +7,2 8.7 +11.0+14.0+17.7+21.6+24 6,7 6,7 24,8 21,5 17,7 14,2 11.3 9,3 $,1 7,9 8,5 10,0 12,3 15,4 19.1 22.9 25, 26. 8,3 23,9 20,3 16,5 13,! 10,4 8.5 7,5 7,3 ,i 9,4 +11.7+14.8+18.5+22.5+26.0 .9 28.1+26.2 VOLTAGE DROP FOR EXACT ROUTING AND LENGTH OF ALL I, ••••'-3-.7--4,1 +4,7 +5,5 +6.5 +7.8 +8,8 +9.11+9.0.+8 I 4.I :55: T.39.913.! 16.920.824322 23 +4.24.67:2119::::.54:11:11:11:144.118..73 +7,2 8,5 6,5 +7,2 $,7 11,014.017,721.524 6,5 6.524,121,d17.814.111,39,3 $.! 7.9 8.5 9.9 12.315,419,1122.825. 26. 8.223,820,218,413.010,48,5 7,5 +7,3 9 9.d 11,614.71$,522,525.9 .$ 28.026.1 CONDUCTORS.II I I+3.4 +3,8 +4.4 +52 +8,4 +7.5 +8 7 +9 1+9,4 +$ .. it 1 - 3,9 7.0 9.4 124 45.8 19.4 22 424.0 24 2 22 . 6.9 8.3 8.3 +7,0 $•3 +10.4+13.2+16,8 20,0+22-91 22 9+2474+24.4+22.8+19.9+16.5+13.4+10.7+8.9 +7.$ 7.6 8:1 9.5 +11.6+14.5+174+21.1+23.6+217+:>4.1+22.0+181+154+12.4+91 $2 7.3 7.1 47.i 9.8 +11.1+119+17.3+20.9+231+;+25.7+24.1 I + + ♦ + + + + t 11+ + d 3.1 3.5 4.0 4.9 6,a 7.z a.5 9.:u 9.3 $.. 3. ALL MOUNTING HEIGHTS FOR LUMINAIRES ARE TO BOTTOM ,�,,, 4.9 6.4 8.5 +11.0+13.9+18.8+19.2-20.7+201+19.5+17.3+14.5+11.8+9.4 7.8 8.5 5.9 5.9 6.5 T.T 9.5 +11.8+14.8+174+19.7+21.0+21.0+19.7+17.4+14.8+12.0+9.8 82 7.3 7.1 7.8 8.7 +10.5+12.9+15,7+18.4+20.3+21.3+1'0.7+19.0+16.5+13.7+11.1+9.0 7.6 6.8 6.6 +T,! $.3 +10.1+12.4+15.3+182+20.5+22.0+22.0+20.r r" I -2,1'32 +3,7 +4.4 +5,4 +8.5 +7.9 +8,7 .8,7 $ ---7, t I 1 t t i « ♦ } # + + + _ + + + + + + t +10.1+12.3+14.4'18 + + '16.1-14.4'124+ + ♦ + # ♦ + + « } + ♦ « + + + + + } « +10.7+12.8+15.0+16.8+17.8+17.8+18.7 OF FIXTURE ORAS NOTED IN LUMINAIRE SCHEDULE. _ +y I I �_ , , 3.4 4.d 5.7 7.4 .9.4 . 11.6 13.9 15.1 18.7+161+15.9+14.2+12.2+10.1+82 6.8 5.a 5.4 5.4 5.9 8.$ $.3 17.1 77.1 14.9 8.6 7.3 .6.6 6.4 8,8 7,7 9.2 11.0 13,1 15.1 28.6 t7.2 6.9'15.6+13.7+11.6+9.8 8.0 6.8 8.1 6.0 ,4 T,3 8.8 3,1 3,9 4,9 8,2 7,7 9.d 11.0 12.3-13,0 13,0 12.5 11.3 9.8 8.3 +7,0 5,9 5.1 4,8 4,8 52 5,9 7,0 8,4 9,9 11.4 12 13,3 13,3 12,8 11,5 .10:0 8,5 7,3 8,3 5.$ 5,7 �5.9 6,6 7,7 9,1 10,8 12.0 13.0 13.d 3,2 12.3 11,0 9.5 8.0 6,8 5.9 5,4 5,3 ,i $.3 7.4 8.8 10,4 11,9 13.1 13„7 13.7 12a� I I + + « « + + + + + + + ♦ + + + ,} + « + + ♦ + + ♦ ♦ « + + « + # I+ « + + + + + } } + } } + + , « « t } + +10.0+10.3+10.2+9.7 , 4. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS ...40 I 2.7 3,3 4,1 5,1 6,2 7.4 84 9.3 9.8 9.8 9,5 8.8 7,8 6.7 .5,8 5,0 4,5 4,2 4,2 4,8 5.0 5.8 8,8 7,9 8,9 9.71 10,0 10.0 9,7 8,9 8.0 6,9 6,1 5.4 5,0 4,9 5.1 5,6 6.4 7,3 8,4. 9.3 9,9 10.110.0 9.5 8,6 +7,6' 6.6 5.T 5.1 4,T 4.7 4,9 5.d 6.2 7.1 82 9.2 PRIOR TO START OF WORK. NOTIFY ARCHITECT OF ANY 2A 2.9 3.5 4.2 4.8 5.7 6,5 +7.0 7.3 7.3 T.t 6.7 6.1 5.4 4,7 4.2 3.8 3.7 3.7 3.9 4.3 4,8 5.5 8.2 6.8 7.3 7.5 47.5 7.3 6.9 8.3 5.8 5,0 44 41 4.2 4,4 4.7 5.2 5,9 6,5 7.1 7,5 7,8 .5 7.2 6.7' 8.0 5.4 4,8 4.3 4.1 4.0 .2 4.5 5.1 5.7 8A 7.1 +7.5 7.7 +T.$ 7.3 DISCREPANCIES PRIOR TO START OF WORK, I i +2.1 +2,5 +2.9 +3,4 +3.9 +4.5 +54 +5,3 5,5 +51 +5,4 +5,2 +4,8 +4.3 +3,9 +3,6 +3,3 +3,2 +3.2 +3,3 +3.5 +4.0 +4,4 +4.9 +5.3 +5. +5,7 '5.7 +5.6 +5,3 +4,9 +4,5 +4,1 +3,8 +9,7 +3.8 +3,7 +3.9 +4,3 +4.7 +5.1 +5,5 +5:7 +5.8 ♦ } t + # ♦ + ♦ + « + + + + + + ♦ + 1 $.7 5,5 52 d,$ 4.4 4.0 31 3.5 3.5 13.i 3.8 42 4.6 5.0 5.4 5.7 5.8 fi.7 5.5 1 4 + + ♦ + + ♦ t +4.r4.2 i-' -751-1/1.5 '^7F `♦"" + + +4T+2.9 15.1-1c3,3-+ -+5-.9-74,1 + ♦ t } « + + + t 4 # + + + + + + + t « t -#""'#""" -5.47+32 + + + +3.7 + + +4.4 t + f 4,9 2,2 2,5 2,8 3,2 3.6 3,9 4.1 4.2 4, +4,2 4A 3,8 3,5 3,3 3O 2,9 2$ 2,9 3,8 4. 4,4 4 4. 4.2 4,0 3.T 3,$ 3.3 3.2 3,1 3,2 3,3 3,8 3,$ 4.t 4,3 4,4 4.4 ,4 4,3 .1 3,9 3,a 3.1 3.0 '3,1 3,3 3.5 3,7 .4,0 4,2 ' 4,4 4.4 4,3 5. PATCH AND REPAIR EXISTING WORK.DAMAGED DURING _ E �. _ - : _.__, -- :_4_. " '� - ® � � LCONSTRUCTION OF NEW CONDITION. • • 7.4 If • � �� Air 1 L I L M1 1 I 1 r I tJ i , 3.0 3.6 4.0 4.1 4.1 4.1 4.2 4.4 .4. 4.3 4,2 4.1 . 4.2 4.1 3.7 3.1 Q I 6. . ALL CONDUIT WILL BE A MINIMUM OF 3/4", MC CABLE IS 1,.. 1111- 3Q.�.B_�Q..41..Ai_41-43..40-11 _d 3,.A2_4�_f12..Agw3Zw3.t+.. .1 -1 i I 1 i t �j.��l.�ls..�.� +3.a +a.H +1.fWA +3.! +2. ' r 1 I I PROPERJECT. ED IN CONCEALED SPACES ONLY ON THIS _ma.410•04., 11 - - - it . ,0- 4.>s ss .9 illi'l 2: K - i I r 3 , �� "� I I I I L 7. CONDUIT WILL BE CONCEALLED IN FURRED WALLS. NO (� ( ,r RESTROO EXPOSED OR SURFACE MOUNTED CONDUITS WILL BE 1 O 1 ALLOWED ON WALLS. lii 1• I r 1 1II 103 I Ir 1i .I .T. , 8. MEANS OF EGRESS ILLUMINATION SHALL BE NOT LESS . re ,jyT'r, TOOL ROOM I 1 1 I �.I , I 104 I I } THAT 1-FOOTCANDLE AT THE WALKING SURFACE AND EQUIPPED WITH MINIMUM 90-MINUTE BATTERY BACKUP a ( �_ WHERE REQUIRED CBC 1006. 9 , 4 I ...........• i 1 i 11000.":4 / 2 r . - _ _ __«' ROOMr 9. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES AND 106 I4 I r Orfroyll I� EQUIPPED WITH MINIMUM 90-MINUTE BATTERY BACKUP, I 1 1 i rAir ,rwr ,a. � `r� ni, ti, ��{� r 1 IBC 1011.6.3. ' 4 ti - t ! ! 1 I or IP r F 1 _ 1 , pt 1 , . I I I01/AI - I r I STATISTICS Q 0 r '�, � ©esciiption Symbol Avg Max Min MaxlMin Avg/Min � 1 Hall 3.8 fc 4,5 fc 2.0 fc 2.3:1 1.9:1 /00/0 1 00 1 Office- Open ., 6.5 fc 9.4 fc 2.7 fc 3.5:1 2.4:1 �J Shop �.., 9.6 fc 28.1 fc 1.9 fc 14.8:'1 5.1:1 iti ,14/1 : . ,,r ,,< REFERENCE ONLY LIGHTING HTI N G PLAN NOT APPROVED WITH THIS PERMIT e. ) SCALE: 1/8" = 1'-0" 0...., SYSTEM - _ _ DESIGN • = CONSULTANTS Nc. 333 SE SECOND AVE. SUITE 100 PORTLAND OREGON 97214 503-248-0227. FAX 248-0240 CONWAC7. &rrxtY DANS • ��p PROpe ORIG PROD NAME: SHEET TITLE: SHEET: OF: 48 DWG#: \�� G1NE�`/P`SS/� 41 ' j �; , , ?>' DRN:,J�JD DATE: -ivDURHAM O&M ELECTRICAL. DSN:JJD DwG#: E203 THIS BAR IS ONE INCH ` fl1W3 architects B FLOOR PLAN PLOT a E' rr� r 4REG1N CHK:,JFK CAD FILE#:E203- L G-MWA14021 WHEN DRAWING IS FULL ,� 7/22/2016 • PERMIT REVISION SETCleanWater �� 7O NWCOUCH STREET BUILDING L.D I N PLC#: EL `� ��' gh Our commitment is clean REMODEL EGRESS LIGHTING NA o�" FRA'�c �� SCALE. 1/19/2016 PERMIT SET PORTLAND,OR 97209 P HOTO M ETR I CS N APPD: JJD SCALE 1/8" = 1'-10" DESCRIPTION 2550 SW Hillsboro Hillsboro,Oregon 97123-9379 P 503 973 5151 cw$ 6687 REV# DATE DRN APPD Hwy. 9F 503 973 5060 PHASE 1 B PROD#: ____ EXPIRES 12/31/16 is, L.6 ,3 is, al, P.1 P.3 P.6 OP F r"r4:1/7 i 1Ir Ir r !fvA 1,rrA .r Jr.,......06-Ararrer-ArAtrAw........x......:A ,,rrydrPi r LLral�r�i.. ,L.A.L. ,iir,... .. �.�(I�I. m I 1 1 '`` . I''�► //� '' i' A / zo ,, ' GENERAL NCJTES: ��''�i'�Irj°.r�ir�jl/i�� ' � ' /' rarsIwo si1�� . B A 1 1 Kai ..�re�rw�rme�_rr.�rwr�w�w�. ON -� ` .��,rim: aZ=?a__3?4ti La cm:;:r�sracs:s iai mi = ssiis; �®��i a wawY �� ilivi�rM .I L AWA � A 1 ; A I _ TO EQUIPMENT C SCHEDULES ,. arr.......�.r..l�...r.;,..�+ ummins ..r. ..wml.�. ■mo..�r...ii. ...r.,..wl�� n�iiiw.rrwilmrrom _ ell II I " # :r ca --_, 1 Et - - _ - - ....�- ._' DRAWING E403,1.1 {_' � �^ `�' r.l � Fr.• ,.f 1 T NNE TIONc - - ----- - - - --- __ _- -_- - - '- r ►�� - %T ii Iii r.l1 1I.a1.138 i1.1-11 13020-30,32 �!'�-,., D , ; i µ J D L-----° ' _-� __� - =�II � Y: L__1__-I 1 I20 ,9mil 2.. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO A-2 28 = 3120-5 130 I ' 13120-37 39 ►s N � � 6, - � . U -1 � REFERENCE CURRENT EDITION OF THE NATIONAL 1 iii ilii E.I...Ir• 13;020-33,35 I r r — III-- riE• s vibr'r:; 13020-11,13 r __ ELECTRICAL CODE FOR CONDUIT FILL FOR THE EXACT I liei38 i.:'^� '#0r leol�I* illSHOP1 TYPE OF CONDUCTOR BEING INSTALLED AND SIZE THE 1 a+ CONDUIT AS REQUIRED BY CODE. d >.� Ih„� i" ` NIP,. i'.1 D 1 DENOTES CLG ,III 101 I _ *, /.a 1a CE II�1_I.1 POWER REEL, �� ' ��" .r �e 13020-1 TYPICAL SIX 6 L M , 3. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY �� ■�lul ---"'''� I ■moi' fir' Il( r` ;Q ` E! REF-1 BIM ��, VOLTAGE DROP FOR EXACT ROUTING AND LENGTH OF ALL -sill REF-1 - rii _, P, ROOF,-,,,_--, ;i . 13020-3 :.� ' CONDUCTORS. - ,i 1 © < MIof �``.� '� ALL RECEP ACLES WALL BE l L`` 'I nl. �` I C < 11 1 IP i D 1 MOUNTED +48 AFF �J. ' ( 4. ALL MOUNTING HEIGHTS FOR LUMINAIRES ARE TO a 1 .�,". 3$ is I REF-1 O REF-1 ' � BOTTOM OF FIXTURE ORAS NOTED IN LUMINAIRE 3. 11'M _ __I ow) Ulella�le'i�ia:ve�c.�ai►l��aLlali I I • ' U-1 �'�' i_-- InliIrl SCHEDULE. I r ' 1♦r} ' I .,'silk ►. 13020-21,23 SB-1 ' 1 13020-34 36. I t a ; s. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS all A/ _ let �� irri =ter., 1 13020-1 , 1` -( ' �__' III PRIOR TO START OF WORK. NOTIFY ARCHITECT OF ANY ..._ �` -,�� } II UH-1 0� 13020-29,31 _ �__ UH-1 III - J . DISCREPANCIES PRIOR.TO START OF WORK. ► ► 13020- - W I F 1 , (�;) ■ ' ' Erl J' �'""-- © 1 1 < 6. PATCH AND REPAIR EXISTING 1NORK DAMAGED DURING $ 4 I :m.a.rrr.: r...rrm:11 ' DDD _... _ — ft. a r -� - -__ - ,t+6111 - 7 -- - _ D - L� _.rte 1_ _ _1ri. Cal. I .• /'°" ` �,- 9-9 �� ►, ♦tll:�, ,.ra�la�i lot acs. r nal-A o. 0e, 1.1 I ©-1 1 Li i ► ` 'L. _ _ 1.1 nz,► + MI i Elk;� " e? [ UH CONSTRUCTION OF NEW CONDITION. I' �/I Ir1M..a ' V el'- v rrrl.r...�- 1uM.rii MVAIMI ll "—.rll rrrr�arr.r.�r.rrr _ .._7.4 �� !l��.#-'s'.----_.--------- _ T--,�,�r____1'. � i t >r I ! T:I -��Irifi�rtll�I�ilrtTi■elll•I�weT��uT;�ITar"n>•r"�at>��r• T i "� IS liff ' 1•- E-. F•-= - """'� '*"",i 1•rr �e i ( 7. ALL CONDUIT WILL BE A MINIMUM OF 3/4" MC CABLE IS C4 IN CNI F �- 13021 ' 0 <1. Q _ <+ 'U,, --_ I -rt=;HALL ' ' !_�_ -- _ - _-?-- - -R_ _ S PERMITTED IN CONCEALED SPACES ONLY ON THIS t , 1 r 1 . ' .wrsi.rrwwr �- _ a 771 ■ - 1 11111 1 PROJECT. �� _-____� I ALL RECEPTACLES WILL B a= a: o= /1r/ © �C1=�_ill�■uf�.l.r.�.liil 8 .. .i - 1 _.....__ _,_.. . _ _ it ��A rr.r iii .mill r _. _ '^ - _ _ - 1� AFF UN - - - ` ► r .�,�ii1�' ��I[ii�::�� 8. CONDUIT WILL BE`CONCEALED IN FURRED WALLS. NO IP 1 NOTED OTHERWISE IN OF ICE i 1 1 /i = ify -- , cr• (E) PP-13021 I 1 I1 4I +4 "ii EXPOSED OR SURFACE MOUNTED CONDUITS WILL BE 11110. i (E) PP-13022 ALLOWED ON WALLS. I Pr I/ RE -00 I II� „,iL►r - ' AlAill ,�r i I I 11 �! �,/ ' 10 _ _1 C(pNTROL WITH 9. PROVIDE LABELS FOR FOR ALL SWITCH COVERS, I! ''"i'• •J,i7" - 401. �!► OOL ROQ LIGHT SWITCH, RECEPTACLE COVERS, AND END DEVICES WITH POWER /(I ISEE E201 _Pi' I 1 I I 1 �fr ��+� �► ., 104. I I 1 FEED (PANEL & CIRCUIT NUMBER{S}} 0 44011 9 • 4 MAINTAIN -----4,,, Al ... -11---- , _ ___,...MAINTAIN E/F, (E) EXISTING ETF ; D-1DENOTES no 1 r IWW1! ) A .f../. i --.- --_ _ ' _ - -. ' - - _ - _ _ _ - ' _ !a/ ..I�.i......._.�__J,. . ,�... . ._. ..�.}�.�.,... ./�• mem-m(1 _ ` _ _ _ I KEY NATES es { ilTir raw � I � SI . , � �� "--dill' trAlarr ��1 ► �} PROVIDE NEW CONTROL WIRING FOR CONTROL TWO �L;, Ar ��' EXIST#N G T4 REMAIN ENERGIZED IN HATCHED UNITS WITH ONE BYPASS TIMER PROVIDED BY (IE ArdA A ,� /Li$ AREA. EXTEND EXISTING BRANCH CIRCUIT TO MECHANICAL CONTRACTOR. I ,. Ibrim••wrsrrsrwrrrrrr�.rwrr..��r. ►rrrrrw.�r,�i NEW PANEL LOCATION. PROVIDE ALL LABOR AND • �� MATERIAL INCLUDING BUT NOT BE LIMI ED TO ® CONNECT NEW MOTORIZED DOOR TO EXISTING DOOR ero N NOTION BO AN CO DUIT,WIRE, JU XES D� CIRCUIT. r0of/ SUPPORTS CONNECT COMPLETE. ' 00 • 0; / /4/4/0 $11:///1 1 11:0 0 tiL, 4004v4.4. Awe or 0 4 misatiasirimeimmum 4.1r4""-4.4." Alm' x x • 0 POWER PLAN DREFERENCE ONLY NOT APPROVED WITH THIS PERMIT SCALE: 1/8" = 1-0" I77' tit ®= SYSTEM. __ DESIGN eCONS+) ULTANTS 141C.333 SE SECOND AVE. SUITE 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT: JEFFREY DAMS s6p PRor£s - > � *0E4 sio DRN: JJD ORIG PROJ NAME • SHEET TITLE: SHEET: DATE: � - - { _. M O&M 43 OF: 48 DWG#: � 1 9 9 DURHAM ELECTRICAL mwa architects PLOT DSN: JJD DWG* E301 BUILDING FLOOR PLAN DATE: r� QR alp THIS BAR IS ONE INCH �;a ]��`� �ces 70NVVCOUCHSTREET E301 p h CHK: JFR CAD KE#:E301-PWR-MWA1402 WHEN DRAWING IS FULL g 7/22/2016 PERMIT REVISION SET SUITE a01 POWER (X SIGNAL PLC#: NA F� SCALE. 1/19/2016 PERMIT SET Our Commitment is clear. REMODEL PORTLAND,OR 97209 APPD: JJD SCALE 1/8" 1'-Qr► DESCRIPTION 2550 SW Hillsboro Hillsboro,Oregon 97123-9379 P 503 973 5I51 I B Cws 6687 NFRANK Rp6 REV# DATE DRN APPDY• F soa 973 50s0 PHASEPROD#: EXPIRES 12/31/16 41) i L 6 0 ,41, is N.3 psi @ P 6 peg • , , A i d 1 1 01 1 I I AO 1 401 - ig° Ay Aell I /1_,...1,1451Pr „pp Or Alimr."- .41.4.....41,... L.' .. L'_--11:1•.•--40,•-=',01,40 Alair II GENERAL NOTES. 0040(,: AiiirdorAbrAtzirdifir4i .1#411ffiter4r410{4011er , : PIF li • 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO _Ai Ad. inasaimmia lanaisarzaanamaargatismissinimmwial___aniiiio amijitaaaisawisktiaiissmaiiiii-----A i IL 11,_____JILA_ .._..j.1 cliiimmusairt I. I A 11._ i_ii ______i_t_____I A .=•7 I No imomor-- im.... .... ...„ REFERENCE CURRENT EDITION OF THE NATIONAL IIIIIIIIIII IF r- t*-- ---1 I r 1 L -1 li r -1 ____ . rir----F- ...— --i---r-r--+--- ---- - 1 ,,.„,.... ='I 1 ELECTRICAL CODE FOR CONDUIT FILL FOR THE EXACT 4 1 i n- L:-.4----1 -IL:Iiir-C,7=-T-----''' ''..="--- '`-a...'--- -----!--"''"""14"''''''- '1 ."----7. 3'."'''. 0 .. '-' 1,,. j ° 0 L J BD 0 LJ TYPE OF CONDUCTOR BEING INSTALLED AND SIZE THE CONDUIT AS REQUIRED BY CODE. 1C)" . ....-40 , .. ellri. iligrAl E pa I X X X SHOPl00 , XO® f IV,"\ I' -1- :D i 11 lls 2. EVLOELCTTARGIECADLRCOOPNFT6RAR ExACTOCRTISROREUSTPINOGNASNIBDLELETNOGVTEHROIFYFALL CONDUCTORS. or 41)/0/1/0 , o 411r14 I' . .-kk . zt 1 , 1. ,...... ,....... .,....... ,...... 10 3. ALL MOUNTING HEIGHTS FOR LUMINAIRES ARE TO BOTTOM OF FIXTURE OR AS NOTED IN LUMINAIRE 0 r Elo SCHEDULE. $ 3 / 1 t\\) , (\ \.. / --- i..-.)v 1.1 • AP, 1 ° I Ilk , IV 4. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT OF ANY ___._ i 1==t-ill :r BD gi 400,1 i ..____ i i 1 0....., t 0 0 0 DISCREPANCIES PRIOR TO START OF WORK ...-o $ X() 5. PATCH AND REPAIR EXISTING WORK DAMAGED DURING 4 isi 9 $ lil ° ° "er 0 I r- --1-----1 1 11-1 1 Pi—"I ® r----ri---1 _I-- 0 , 1 0 I ____I__0_ 0 CONSTRUCTION OF NEW CONDITION. 6. ALL CONDUIT WILL BE A MINIMUM OF 3/411, MC CABLE IS $0 II 0,1 Ate, I I 1..1 I I L— 7:_--1. -- ...... .... --- .-- _ a Agi 1/-----1______ ---....J...1 1 1 IIIII 7 -1 -L• -1- - - . --.1----1- 3'....---- a"4--:- :r I 1 El M. I J 1 r --- -_ -_-_a 1 1 I T 1.-I I L _._ 12 _ ,! L... J PERMITTED IN CONCEALED SPACES ONLY ON THIS '7 4 — 01111111. '11111111101- 11174 =ma in... _ =mow um. ......“1.... __J-- - - 1 11"-T-iaiiiiiiiff 11 immemmilimem lr"---lt _ imili .1 2, r ___ PROJECT. ii Fr 0 Ili HAL WAY Illp• 7. CONDUIT WILL BE CONCEALED IN FURRED WALLS. NO 0 Eli 0 I t I Ii li 1 reismorwmiii IA r EXPOSED OR SURFACE MOUNTED CONDUITS WILL BE 0 irrzej OF --- ---......... —.... -.......- ALLOWED ON WALLS. 11 ---- — ---- Prr immum...m....... L • 0 I r.ddi 0 1, , ., .. ,. . f. itlis 0 ,,,R. Tgoom -.. , 8. PRIOR TO ANY WORK THE CONTRACTOR WILL TEST THE • 0 • • • • • . ENTIRE FIRE ALARM SYSTEM WITH AN OWNER • 01e0000A2AtioL: ' oi....... .... •:::;--,:-.. ... ., 111 SL2*.7M1:''.: :0-';: 0 REPRESENTATIVE TO VERIFY THE EXISTING CONDITION OF 1 THE SYSTEM. CONTRACTOR WILL.BE RESPONSIBLE FOR 10 • 1 WI Areir-;. - . :-.- -,.: ,-.. Acia ' - `' -,:-. "; "% '', s , -,- TOOLi0R4OOM AREAS NOT FULLY FUNCTIONAL AFTER REMODEL IS • COMPLETE. Ar I: 1 011 40 I _ I I I 1 900000r110 . 1 is jos — / — rieldenemorrirdoceit trer,. .41 "Aprerittg'77,40701 _ ...__ 0 teriirorizior,Arip ir , .0, A, , ___. ,______ ___ i orifitfrAyll,,,,///d004 1 . . oiiv 1 P P ini . A EXIS ING FIRE ALARM TO REMAIN ENERGIZED IN 1 120 it A . .410.°P* . .410 A Ar.. ,,Arr Airol HATCHED AREA. EXTEND EXISTING F 4 CIRCUIT. 900:?,77/0 - - PRO IDE ALL LABOR AND MATERIAL NCLUDING BUT OT BE LIMITED TO CONDUIT,W RE, JUN TION BOXES AND SUPPORTS, C NNECT COMPLETE. Op f 0 . yo I . I . 7•C • . • CD. FIRE ALARM PLAN (\ REFERENCE ONLY NOT APPROVED WITH THIS PERMIT I SCALE: 1/8" = 1%0" KV • -c___ .._ SYSTEM DESIGN ----_ -_ CONSULTANTS INC. e • _ 333 SE SECOND AVE. SUITE 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 CONTACT JEFFREY DAVIS 0:0 PROPes kVNEE4) "S>42 ORIG PROJ NAME: SHEET TITLE: DATE: - 1 M 4R4 18 97 -7 DURHAM O&M ELECTRICAL MN:„LID DWG#: E302 mwa architects PLOT A THIS BAR IS ONE INCH ir aean.Water Services 70 NW COUCH STREET BUILDING FLOOR PLAN DATE: E302 ORE 'N CHIC:JFR CAD FILE#E302-.FA-MWA1402 WHEN DRAWING IS FULL „A 7/22/2016 PERMIT REVISION SET FIRE ALARM SUITE 401 REMODEL mc#: NA 04,R, C 6, SCALE. 1/19/2016 • PERMIT SET • Our commitment is char, PORTLAND.OR 97209 • APPD:JJ1D SCALE: 1/8" = 11-0" P 503 973 5191 'r FRANK REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 F 503 973 5060 PHIASE 1B cws • Panel PP-13020 Mlo Volts 120 /20$ Panel 13014 �_`Mla Volts 277 1480 �7 E N E RAL NOTES Location Shop 250MCB )4 MB Amps ( 400 Location SHOP 25OMCB )I MB Amps 400 Service ;P Amps - •Watts Watts Watts n - Service P Amps Watts Watts Watts Service P Amps Watts Watts Watts Service P Amps Watts Watts Watts 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO REFERENCE 1" R-TOOL RM . 1 20 1128 21 LATHE 2 20 750 1 886 2 1357 CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE FOR 3 R-SHOP (EAST) 1 20 180 4- 750 3 MILL 3 20 886 4 SANDBIASTERA 3 20 1357 CONDUIT FILL FOR THE EXACT TYPE OF CONDUCTOR BEING 5' R-SHOP {WEST} 1 20 360 s BUFFER WHEEL 1 zo s4o. 5 Ess v 6 1357 INSTALLED AND SIZE THE CONDUIT AS REQUIRED BY CODE. 7 R-SHOP (WEST) 1 20 180 8 BAND SAW 2 20 1144 7 3878 , 8 637 9 R-SHOP (WEST) 1 20 180 10 1144 9 AIR COMP, 3 25 3878 10 SAND BLASTER B 3 20 637 11 R-SHOP (CEILING). 1 20 180 12-DRILL PRESS 1 20 1080 113878 12 637 2. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY 13 R-SHOP (CEILING) 1 20 180 14 PARTS WASHER 1 1 20 168 13 526 14 VOLTAGE DROP FOR EXACT ROUTING AND LENGTH OF ALL 15R-SHOP (WEST) 1 20 360 16312 15 DRILL 3 20 526 16 PARTS WASHER 3 20 CONDUCTORS. ' 17 R-SHOP (WEST) 1 20 360 _ 18 GRINDER •• 3 20 312 17 526 18 19 R-SHOP (SOUTH) 1 20 540 20 312 19 4155 20 13296 21 R-SHOP (SOUTH) 1 20 360 22 BELT SANDER 2 20 728 21 MATIC350 3 20 4155 22 SYNCROWAVE 3 60 13296 3, ELECTRICAL CONTRACTOR TO PROVIDE ALL DISCONNECTS AT 23 R-SHOP (SOUTH) 1 20 360 • ,,;,, _ — — 23 4155 24 _ 13296 MECHANICAL UNITS. di 25 R-SHOP (EAST) } 1 20- 360 , 26 R-OFFICE (NORTH) 1 20 720 _ 25 3324 26 5540 27 R-SHOP (EAST) 1 20 180 28 R-OFFICE (NORTH) 1 20 720 27 PLASMA CUTTER 3 20 3324 28 BELT SANDER 3 30 5540 4. CONTRACTOR WILL BE RESPONSIBLE TO VERIFY DIMENSIONS 29 R-SHOP (EAST) 1 20 180 30 R-OFFICE (SOUTH) 1 20. 720 A 29 3324 30 5540 OF ALL EQUIPMENT AND MAINTAIN ALL CODE REQUIRED .31 R-SHOP (EAST) 1 20 180 32 R-OFFICE (SOUTH) 1 20 720 /1\ 31 2853 32 5540 CLEARANCESEQUIPMENT BASED ON SIEMENS EQUIPMENT 33 R-SHOP. (WEST) 1 20 360 34 R-OFFICE (SOUTH) 1 20 720 33 RTU-1 3 15 2853 34 IRON WOKER 3 30 5540 , 35 'R-SHOP (WEST) 1 20 - .360 38 R-OFFICE (NORTH) , 1 20 720 35 2853 36 s54o PROVIDE SEISMIC SUPPORTS AS REQUIRED. 37 R-SHOP (WEST) 1 20 540 38 R-OFFICE (WEST) 1 20 540 37 942 38 SPARE 1 20' 39 R-SHOP (WEST) 1 20 540 40 SPARE 1 20 39 WEF-1 3 15 942 40 SPARE 1 20 5, ALL ELECTRICAL WORK WILL COMPLY WITH THE.CURRENT 41 FCU-1 1 20 1176 42-SPARE 1 20 942 42 SPARE 1 20 NATIONAL ELECTRICAL CODE (NEC)APPROVED BY OREGON 43 . 43 UH-1 1 20 1056 - "»• I 43 SPARE 1 20 + 44 SPARE 1 20 45 UH-1 1 20 1056 46 SPARE 1 20 45 SPARE 1 20 46 SPARE 1 20 WITH ALL AMENDED ELECTRICAL CODES. 47 SB-1 1 25 1656 48 SPARE 1 20 47 SPARE 1 20 _ 48 SPARE 1 20 49 AD-1 1 20 1176 50� 13,758 49 SPARE 1 20 50 24,384 6. SWITCHBOARDS, PANELBOARDS, CONTROL PANELS AND 51 INVERTER 1 20 1500 52 PANEL 13021 1 200 13,712 51 SPARE 1 20 - ^ 52 PP-13020 3 ^ 125 23,522 MOTOR CONTROL CENTERS AND HVAC UNITS WILL BE FIELD 53 L-BEANCHES 1 20 376 54 13,467 53,SPARE 1 20 54 23,595 MARKED TO WARN QUALIFIED PERSONNEL OF THE POTENTIAL ARC FLASH HAZARDS AND THE APPROPRIATE PERSONAL Phase A 24,204 Watts 202 Amp Phase A 67,318 Watts 243 Amp Phase B 22,802 Watts 190 Amp Phase B 66,456 Watts 240 Amp PROTECTIVE EQUIPMENT (PPE) PER 2014 NEC ART 110-16 AND Phase C 22375 Watts 191 Amp Phase C 66,529 Watts 240 Amp NFPA 70E-2015. THE MARKINGS SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE Total 69381 Watts 194 Amp Total : 200,303 Watts 241 Amp EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT. 7. DRY TYPE TRANSFORMERS EQUAL TO OR GREATER THAN 15 KVA SHALL BE NEMA TP-1-2000 TO COMPLY WITH ENERGY CODE. PARTIAL LEGEND 8. DRY TYPE TRANSFORMERS SEPARATELY DERIVED SYSTEMS, MCC-13001 (E) MCC-13001 (E) SHALL TERMINATE TO BUILDING STEEL AND WATER, PER NEC SNITCHFUSE ; FUSED SWITCH ART 250.30(A)(4)AND 250.104(A)(4) --1 44250 (°T CIRCUIT BREAKER X 144 GRD 9. FUSES WILL BE PROVIDED WITH REJECTION TYPE FUSE t?FRAME 2504 3"C HOLDERS. �- l! DRY TYPE TRANSFORMERS VD% - O.fi LENGTH -146' —3.,. GROUND • ill • METER BASE (X} (X) N N P PP P 13PP 4B 130 4A 13020 w 13014 MOTOR CONNECTION E- DISCONNECT SWITCH: 443/0 ,a. " '4-#1 FUSED 146 GRD 1-#6 GRD H " 12004 FEEDER DESIGNATION 0 VD%2C - 0,6C 3 2VD% - 0.0 480 PRI LENGTH -137' LENGTH -15' (X) 75 KVA 480 PRI j - T 150®C75 KVA • -+' SYMBOL DENOTES FEEDER AMPACITY AND = 5.1% IMP 1 T 150°C CONDUCTOR QUANTITIES. #2 4,..A 208/120 SEC E402 =C 5.1% IMP Cu . #2 Cu 208/120 SEC LAST NUMBER DENOTES NUMBER OF CONDUCTORS (X) F 2504 44250 1-#4GRD FIRST NUMBERS DENOTES AMPACITY OF 3"C FEEDERS Q 2004 VD% - 0.1 LENGTH -15' NOTE: FOR FEEDERS NOT LISTED PROVIDE CONDUCTOR AND CONDUIT SIZES AS REQUIRED PER CURRENT EDITION OF NEC (E) (E) (E) (E) FOR AMPACITY INDICATED PP PP PP pp 13021 Q 13022 13021 13022 0 ONE-LINE RISER DIAGRAM - DEMO co ONE-LINE RISER DIAGRAM ' SCALE: NTS SCALE: NTS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT ___:.__( SYSTEM DESIGN CONSULTANTS sic 333 SE SECOND AVE. SUITE 100 PORTLAND OREGON 97214 503-248-0227 FAX 248-0240 =TACT: .EFFREY DAM �Gp PROFFs ORN: ORiG PROD NAME: SHEET TITLE: SHEET: 46 OF: 48 DWG#: �� GtNEFvf' s'/0 y 1' 9 y JJD DATE - _ M DURHAM O&M ELECTRICAL ,� CSN:JJD. DWG#: E401 THIS BAR IS ONE INCH mwa architects PLOT L BUILDING DATE: ( ,/ �er Services oNE-LINE .DIAGRAM & E401. OREGI CHK: CAD FILE#: - WHEN DRAWING IS FULL Q 7/22/2016 PERMIT REVISION SET `"'"+ K "�"� � �a �"`�"� �o NW COUCH STREET SCHEDULES REMODEL s �- Our commitment!: clear. PORTLAND,OR 97209 y �t. JFR E401-RISER-M1IVA40� SCALE. 1/1912Q16 PERMIT SET' SUITE 401 PLC NA �pMFRANICR°�' � APPD: JJD SCALE: 1/8'r - 1.-fir P5039735151. PHASE L7CWS REV# DATE IDRN APPD DESCRIPTION 2550 SW Hillsboro Hwy, Hillsboro, Oregon 97123-9379 F 503 973 5060 PRO#: 6687 EXPIRES 12/31/16