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Plans (6) BU P2017 - 00098 • RECEIVED APR 13-2017 CITY OF TIGARD BUILDING DIVISION City of Tigard Erosion Control To Schedule Inspections: Call (503) 639-4175 Initial inspection: Prior to footing Inspection Final inspection: Prior to final building Irrapaction • CITY OF'TIGARD . REVIEWED FOR CODE COMPLTANC$ - Appt° 1.1----> -,los S 1(u.(.15. OTC= ( I • Permit#f f _40 `7 'E Address : a O!o O + v Suite ..; . BY: .41.7.11:1111- Dates I`7 =—� � � DEFERRED `�� _ ,. -,7-w-- rim Sprinkles .�� Electrical Truss Engineering � i. ��'~ti `�� 4. — -c> k V. Au raw Other ArPltovEn PLANS --�_ `---~� �..��_� _�`� _` INC! IFiCATION BOOK �__•—� �� .. �� % ATTACIIEDs _______ _;,..._•.—�`"', - ` s _11"-..-1_ .`STRUCTURAL CALC$ GFOTFCH REPORT --------. .!,_• . ..:_ �", MISC DOCUMENTS _ i �, — i -�ri -------- shall Approved d plan] sh be job site. zrca,. I'I i I I • _ r '. 3 i' �� fes, J E ' 3..;.�'_ iE I L,11 i Y '` ., ' 3 I j _ OFFICE COPY n_ ( 1; —�"__. -ry> - • DURHAM TPS BUILDING REMODEL CLEAN WATER SERVICES • 16060 SW 85th Ave Tigard, OR 97224 d PERMIT SET CIT`! OF TIGARD d e c a March 3 2017architecture . ine Approved «y Planning Date: 1Ilij 1111 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com initials: ABBREVIATIONS SYMBOLS TARGETS DRAWING INDEX PROJECT TEAM PLAN VIEW ROOM TAG OWNER L ANGLE JAN JANITOR NEW FULL HEIGHT WALLS ROOM - ROOM NAME G001 GENERAL NOTES AND DRAWING INDEX Clean Water Services d CENTERLINE JT JOINT 101 - ROOM NUMBER G002 CODE SUMMARY & LIFE SAFETY PLAN 16060 SW 85th Ave @ AT K.D.F. KNOCK-DOWN FRAME EXISTING FULL HEIGHT WALLS G003 GENERAL AND DESIGN BUILD NOTES Tigard, OR 97224 d e c a 0 DIAMETER or ROUND DOOR NO.TARGET Tel: (503) 547-8186 1 PERPENDICULAR LAV LAVATORY PARTIAL HEIGHT WALLS I Tim Rondeau architecture . 1 n c ❑ SQUARE LP LIQUID PROPANEOO C233-1 . DOOR NO. CIVIL 935 SE Alder Street : Portland Oregon 97214 AB ANCHOR BOLT LT LIGHT �° l� ROOM NO. C100 GENERAL NOTES & DETAILS ARCHITECT �@� X03 239 1987 ram �o 239 6558 aeca-Enc.com AC AIR CONDITIONING MACH MACHINE ITEMS ABOVE ACCES ACCESSORY IES MAX MAXIMUM FLOOR C200 GRADING & UTILITY PLAN DECAArchitecture Inc. ACCESSORY(IES) ITEM TO BE DEMOLISHED ' AREA C300 DETAILS 935 SE Alder Street ACOUS ACOUSTICAL MECH MECHANICAL — Portland, OR 97214 r� �\�1� � )(y/ AD AREA DRAIN MEP MECHANICAL, ELECTRICAL, PLUMBING 0 Tel: (503) 239-1987 ./� AD AREA DRAIN BUILDING OR WALL SECTION TARGET � ✓' ADJ ADJUST(ABLE), ADJACENT MFG MANUFACTURE(R)(ING) ARCHITECTURAL Shem Harding / harding@deca-inc.com AFF ABOVE FINISHED FLOOR MIN MINIMUM ORD ROOF DRAIN6 DETAIL NUMBER --, AL, ALUM ALUMINUM MISC MISCELLANEOUS A001 WALL, ROOF, & FLOOR ASSEMBLIES ANOD ANODIZED MP METAL PANELA601 A002 SITE PLAN CIVIL -r- - i =- ORD OVERFLOW ROOF DRAIN TM Rippey Engineers -. ) ' ." APPR(OX) APPROXIMATE MR MIRROR DRAWING NUMBER A010 DEMOLITION PLAN 7650 SW Beveland St. Suite 100 ./7t' ARCH ARCHITECTURAL MTL METAL ❑CB CATCH BASIN A101 FLOOR PLAN - OVERALL Tigard, OR 97223 OF BCS BABY CHANGING STATION MULL MULLION INTERIOR ELEVATION TARGET A110 FLOOR PLAN - NORTH Tel: (503) 443-3900 BD BOARD (N) NEW ® FLOOR DRAIN A111 FLOOR PLAN - SOUTH Karl Koroch BLDG BUILDING N NORTH a 6 2 DETAIL NUMBER A120 ROOF PLAN DURHAM TPS BUILDING BLKG BLOCKING NIC NOT IN CONTRACT A601 STRUCTURAL REMODEL ELEVATION VIEW DRAWING NUMBER A201 REFLECTED CEILING PLAN - OVERALL B.O. BOTTOM OF NO NUMBER A210 REFLECTED CEILING PLAN - NORTH PSE B.O.S. BOTTOM OF STRUCTURE NTS NOT TO SCALE 0 DUPLEX OUTLET 3 BOT, BOTT BOTTOM OC ON CENTER �� ELEVATION NUMBER A211 REFLECTED CEILING PLAN - SOUTH 9400 SW Barnes Rd. Suite 100 CLEAN WATER SERVICES BRKT BRACKET OCC OCCUPANCY I SWITCH A301 EXTERIOR ELEVATIONS Portland, OR 97225 OD OUTSIDE DIAMETER — FA PULL STATION STRUCTURAL GRID A302 EXTERIOR ELEVATIONS Tel: d 292-1635 16060 89Aye Edward L Ling Tigard,, O OR 977 2224 CB CATCH BASIN OFCI OWNER FURNISHED-CONTRACTOR INSTALLEDo TELEPHONE OUTLET A401 BUILDING SECTIONS CG CLEAR GLASS OF01 OWNER FURNISHED-OWNER INSTALLED 010 A501 INTERIOR ELEVATIONS CIG CLEAR INSULATED GLASSOH OPPOSITE HAND 5 THERMOSTAT A502 INTERIOR ELEVATIONS MEP Project#: 6788 CJ CONSTRUCTION/CONTROL JOINT - ORD OVERFLOW ROOF DRAIN FIRE EXTINGUISHER CABINET I A503 INTERIOR ELEVATIONS MF1A CL CENTER LINE OSU OREGON STATE UNIVERSITY 2007 SE Ash Street CLG, CEIL CEILING 1 A504 INTERIOR ELEVATIONS Portland, OR 97214 CLR CLEAR P, PTD PAINT(ED) FEC A601 DETAILS - INTERIOR Tel: (503) 234-0548 CMU CONCRETE MASONRY UNIT L P PLATE CEILING HEIGHT TARGET A602 DETAILS - INTERIOR John van Bladeren COL COLUMN PLYWD PLYWOOD PNL PANEL REFLECTED CEILING VIEW 9'-0° A603 DETAILS - INTERIOR CONC CONCRETE A604 DETAILS - INTERIOR ACOUSTICAL CONN CONNECTION PR PAIR • 0 CEILING LUMINAIRE: SURFACE, CEILING HEIGHT A610 DETAILS - EXTERIOR Listen Acoustics CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCHABOVE FINISH CONT CONTINUOUS, CONTINUE PSF POUNDS PER SQUARE FOOT RECESSED FLOOR A611 DETAILS - EXTERIOR 1001 SW 5th Ave #1100 CPT CARPET PT PRESSURE TREATED CEILING LUMINAIRE: PENDANT VERTICAL ELEVATION A612 DETAILS - EXTERIOR Portland, OR 97204 CS CONCRETE-SEALED PVC POLYVINYL CHLORIDE MOUNTED A613 DETAILS - EXTERIOR To (503) 241-5255 Fax: 503-213-6232 CT CERAMIC TILE 1°°-° A700 ROOM FINISH SCHEDULE Tobb in Cooley CTG CLEAR TEMPERED GLASS (R) RENOVATE(D)(ION) I-0 -O WALL LUMINAIRE: SURFACE, RECESSED R RISER A701 MATERIAL AND FINISH SCHEDULE CTIG CLEAR TEMPERED INSULATED GLASSR, RAD RADIUS A702 DOOR SCHEDULE & PROFILES COST ESTIMATOR D DRYER RB RUBBER BASE o-' 0-0 WALL WASHER: SURFACE RECESSED LINE TYPES A710 WINDOW SCHEDULE Architectural Cost Consultants, LLC DB DOOR BUMPER RD ROOF DRAIN TRACK WITH HEADS LOCATED - CENTERLINE F101 FURNITURE PLAN 8060 SW Pfaffle Street#110 23 DEMO DEMOLITION RDOD ROOF DRAIN OVERFLOW DRAIN O° ° ° Tigard,l: (503)O 198 00 - - PROPERTY LINE Tel: 718-0075 DEPT DEPARTMENT REF, REFR REFRIGERATOR C) ' FLUORESCENT LUMINAIRE: SURFACE, Stanley Pszczolkowski OF DRINKING FOUNTAIN REINF REINFORCE(D)(ING) -' RECESSED CONSTRUCTION LINE DIA DIAMETER REQ, REQ'D REQUIRE(D)(MENTS) 'I, BREAKLINE STRUCTURAL DIST DISTANCE REV REVISION(S)/REVISED 0 . o FLUORESCENT LUMINAIRE: WALL -- DIM, DIMS DIMENSION(S) RM ROOM IMOUNTED, PENDANT S001 STRUCTURAL GENERAL NOTES DN DOWN RO ROUGH OPENING NORTH ARROW S002 STRUCTURAL GENERAL NOTES DR DOOR I LINEAR FLUORESCENT LUMINAIRE: S101 FOUNDATION PLAN DS DOWNSPOUT S SOUTH • WALL MOUNTED ilkPROJECT NORTH S102 FLOOR PLAN SC SOLID CORE DTL, DET DETAIL SCT SEALED CEMENTITIOUS TOPPING I 0 FLUORESCENT LUMINAIRE: BARE LAMP N �� TRUE NORTH S103 ROOF FRAMING PLAN DW DISHWASHER Ar S501 STRUCTURAL DETAILS DWG DRAWING SECT SECTION S502 STRUCTURAL DETAILS SHR SHOWER ..--❑ ® POLE LIGHT: LUMINAIRES AS SHOWN E EAST SHT SHEET EL ELEVATION SIM SIMILAR • • DESIGNATES LIGHT ON EMERGENCY I a WALL TYPE SYMBOL EJ EXPANSION JOINT SP STAND PIPE CIRCUIT PLUMBING ELEC(T) ELECTRIC(AL) SPECS SPECIFICATIONSFLOOR TYPE SYMBOL EP ELECTRICAL PANEL SS, SST STAINLESS STEEL ®� 1-G, EXIT LIGHT: CEILING, WALL (ARROWS P001 PLUMBING LEGEND, ABBREV & NOTES STD STANDARD AS SHOWN) --1...-- P002 PLUMBING SCHEDULES ELEV ELEVATOR, ELEVATION R1 ROOF TYPE SYMBOL P101 PLUMBING DEMOLITION PLAN EQ EQUAL STL STEEL EMERGENCY BATTERY LIGHT: HEADS P201 PLUMBING FLOOR PLAN EQPM, EQUIP EQUIPMENT STOR STORAGE AS SHOWN P210 PLUMBING ENLARGED FLOOR PLAN (E), EXIST. EXISTING STRUC(T) STRUCTURAL I MOOCEILING TYPE SYMBOL P601 PLUMBING DETAILS EXT, EXTER EXTERIOR SQ SQUARE N EXHAUST FAN FA FIRE ALARM/HORN/STROBE SUSP CLG SUSPENDED CEILING FD FLOOR DRAIN SYM SYMMETRICAL o SPRINKLER HEAD F.D. FOUNDATION DRAIN T, TLT TOILET SUPPLY AIR DIFFUSER MECHANICAL FE FIRE EXTINGUISHER TR TREAD VICINITY MAP M001 MECHANICAL LEGEND, ABBREVIATIONS & NOTES FEC FIRE EXTINGUISHER CABINET TC TOP OF CURB \ RETURN AIR . . .E M002 MECHANICAL SCHEDULES FF FINISHED FLOOR TEL TELEPHONE M003 MECHANICAL SCHEDULES FFL FINISHED FLOOR LEVEL TG TEMPERED GLAZING I LINEAR AIR DIFFUSER M004 MECHANICAL SCHEDULES FH FIRE HYDRANT T&G TONGUE AND GROOVE ' ' M005 MECHANICAL SCHEDULES FIN FINISH(ED) T.O. TOP OF M200 MECHANICAL DEMOLITION PLAN Issue Revision Date FLR FLOOR TOA TOP OF ASPHALT M201 MECHANICAL DEMOLITION PLAN PERMIT SET 313117 FDN FOUNDATION TOF TOP OF FLOOR M211 MECHANICAL FLOOR PLAN - NORTH FOC FACE OF CONCRETE TOP TOP OF PLATE °° M212 MECHANICAL FLOOR PLAN - SOUTH FOF FACE OF FINISH TOS TOP OF SCREEN M220 MECHANICAL ROOF PLAN M411 MECHANICAL SECTIONS FOM FACE OF MASONRY TYP TYPICAL M610 MECHANICAL DETAILS FOS FACE OF STUD UNO UNLESS NOTED OTHERWISE M611 MECHANICAL DETAILS F.R. FIRE RETARDANT , ",'` , FT FOOT(FEET) VCT VINYL COMPOSITION TILE • VERT VERTICAL :.. FTG FOOTING ii! 1lt�h.`K.h�x�l ::.,. � ;:::ti VEST VESTIBULE r, c, .a= GA GAGE,GAUGE VHI VERY HIGH IMPACT rim :;¢ `, ELECTRICAL GALV GALVANIZED VIF VERIFY IN FIELD PROJECT E>r<_ ITE m E210 ELECTRICAL MECHANICAL EQUIPMENT PLAN GYP BD, GB, GWEGYPSUM BOARD VT VINYL TILE . .. .., .,. E220 ELECTRICAL ROOF PLAN HB HOSE BIBB W WEST, WASHING MACHINE `fE230 ELECTRICAL POWER PLAN HC HANDICAP W/ WITH :, E240 ELECTRICAL LIGHTING PLAN HDWD HARDWOOD WB WOOD BASE E250 EXTERNAL LOW VOLTAGE CABLING PLAN HOR(IZ) HEATING, VENTILATING & AIR WC WATER CLOSET, WHEELCHAIR -' E260 DETAILS HVAC CONDITIONING WCP WOOD CEILING PANEL E270 ELECTRICAL DEMO PLAN GENERAL NOTES AND WCV WALL COVERING ' „ �°” E280 ELECTRICAL SYMBOL LIST DRAWING INDEX ID INSIDE DIAMETER, IDENTIFY WD WOOD /"` ,,, `, E290 ONE LINE DIAGRAM IN INCH(ES) WDO WINDOW E300 ELECTRICAL DEMO ELEVATION PLAN INFO INFORMATION E310 FIRE ALARM PLAN Scale As indicated INSUL INSULATION WF WOOD FLOOR • E320 TELEIDATAISECURITYICCTV PLAN INT, INTER INTERIOR W/O WITHOUT E330 PANEL SCHEDULES Date March 3, 2017 WP WOOD PANEL, WATERPROOF WRB WATER RESISTANT BARRIERG001 WSF WELDED STEEL FRAME Sheet No. _ d BUILDING CODE ANALYSIS PROJECT DESCRIPTION „ . ............:.. . , APPLICABLE BUILDING CODES This project is intended to update and remodel the existing TPS Office Building, deca ,. ',--::.,,' ' •••:. '....-: . fy' located at the Clean Water Services Durham Treatment Plant facility. The architecture . inc .:.-.-- , .., 2014 Oregon Structural Specialty Code (2012 IBC) existing building was constructed in 1977 as a laboratory building, but since the .... : \. ‘ . 2014 Oregon Energy Efficiency Specialty Code (2009IEEC) 90's has been used for offices. The remodel will add a total of 520 sf of new floor 935 SE Alder Street : Portland Oregon 97214 .....___.....___.....__ __........._.....___ ,,, _ 2014 Oregon Fire Code area while revising the interior layout, adding an accessible unisex .. -,.. ,-,-, •. -, tel 503 239 1987 fax 503 239 6558 deca-inc.corn -.,.. . . w - -. .. ; (2)ADA PARKING 2014 Oregon Mechanical Specialty Code (2012 IMC) shower/restroom, enlarging the conference room, adding office space and STALLS 2014 Oregon Plumbing Specialty Code (2009 UPC) updating interior finishes. New ceilings and lighting are also part of the project. ,.._ 2014 Oregon Electrical Specialty Code (2014 NFPA 70 NEC) __ _ ,,\,-% Y.,-D l_ipc, . / . , „ The project also will replace the existing oversized lab mechanical with a system -------____ ,_,, ,..-,,,,,,........................... .:::::::::: '-•„,,,- 2919 1 i„,; more in keeping with the current building use. A full NFPA 13 sprinkler system '"In DAVID T. HYMAN ._ i _ \ i, ;.„ , , , , ; ,,r,----"--,.., BUILDING SUMMARY will be added to provide sprinklering throughout the building. The existing ... ,_ , . : .,:-- .-,,-„. \ •• : ,. . -- ------ , ,' ,,,.. WI , ..,...------- , '''''',,,., '--,'II -II' building is equipped with a fire alarm and detection system which will be—c° , / \ i • * * I oUJ ...; Occupancy Existing B modified and maintained as part of the project. -(.9- PORTLAND, . „ . ... u U. c New B < .,4. II , 1 _ ,.. Construction type VB / CI 0 10 __:,__ FIRE DEPT KEY ', ' r - + ' • ' -1- *- -\ ,, • \ ,—.., . ''''''-".,. :::.,..-:.;:.,-4-,,,,, 1 (,- - MINIM Nil MIMI _____• BOX, SEE ELEV ' -,.--3'/ 'x' x 1', ,t5 ‘, .-\''k, Sprinklers NFPA type 13 sprinkler system will be installed as i ..-4: ••• 11/// ... . „, part of this project PLANNING & ZONING INFORMATION DURHAM TPS BUILDING 4t, , L.GNFI..0 •40> \ \ -co.,,-.; .':; / Building Area Existing Level 1 6,250 sf REMODEL , dAP. **A"4Wf•Ig..A . . . a N ll a " " s ', 451 _ea& -, \. \\ 't\SM. CONF. // l\ * Ad t III . s„., \ 30 . cw, .":-- ffr:-.--- ' ,,S l'o' Proposed Level 1 6,770 sf ADDRESS 16060 SW 85th Ave Tigard, OR 97224 CLEAN WATER SERVICES — - - — / \ at =I I all 10 ° • H .0 0. .\ \\ . ,,,,occs___,,,, i I - 111 --17-0 . I ° I ' • ' 0— * **:' ..,x,A. - •0 \ \ (net addition of 520 sf) - - _ in — --( . , COUNTY Washington County \ , f I A-1 •G I ID 1 • " 11:: ''' • li* ' 16060 SW 85th Ave —flxA., I 11 ...— LE 44' 4 FE iik , ` ,i/ ...;,.., Tigard,OR 97224 \ 1 — la [Lill IIM 01 MMWE * G 1 .r., , Is At \__;,, , s l• A",.- .; , '-' t .',. YEAR BUILT 1977 \ X:2,,.„0,A) x , x .x. x. MAX EXIT ACCESS TRAVEL: 115 x 4,40mromlif.4 , x x .4 3,, 40,•-•,.--.- /f --N\ 0 ,::-:;;>-/".,),, ,,, \ ' ,;.• - &dikv=4-414413. --==.0.-- - - -,...444 . -.9•3 .,-.',',:• ,-, 4=`, ''...•4's' 4.4..-.1 -te --' • -, -,, -4---',.--"' ''z''‘, 503 Allowable Height and Area PROPERTY AREA 2,204,473 sf/ 50.6 acres \ ipOic FEC / V% 4,S .411t \ /• '' '<"" --<> BLDG FLOOR AREA 6,550 sf . 0 'ft?1R_ II lif - si• 4 y ••• 7:ETW:77[7"-----= 1-J 1 ok v• .r:,:4-!. RM ,. . / Tabular Area Project#: 6788 \ 0 0 . 'I 0 0 _ % lir 27i ,, ty* '-71---4;' Frontage Increase 9,000 sf If = 0.75 PROPERTY ID W248475 -----L4---71, 'IMF 1 414470 // zy Sprinkler Increase Is = 2.0 STATE ID 2S11313000600 . I C3— \ * • - . . ,...4--,.-,.. .,„Tir-. - ir,r.._...-4.... --.-... - , // '' ALT ACCT R1292988 \ 1 ‘,) . \ , I T , C. Total allowable area 33,750 sf LOT 600 r--- . , , \ :; :, : '%\. TAX MAP 2S1131300600 j ' ' - „. , ., , ,, • „ /.. . ....----, \,, ---- '----, . AOTE. NO FIRE RATED WALL OR CEILING508 Occupancy Separations ...„. . /./ ....„._-_-_, , ASSMBLIES ARE PROPOSED OR REQUIRED - not required ZONING I-P (Industrial Park) \ _v..— :. WITHIN BUILDING PLAN DISTRICT Durham Treatment (Administrative Subdistrict) „--' ,,,2 „.,..:."/,/,./ „ „ - .._. ,...„ - ,...,..„,„„„„„ , ,, 2, —.. „,.. . 601 Fire ratings for constrution type \ ‘‘‘;,.„‹..- •: / NQTE: FIRE SEPARATION DISTANCE IS >30 PROPOSED USE Office (permitted) _ No fire ratings as required by construction type ft IN ALL DIRECTIONS FROM BUILDING 602 Fire ratings for exterior walls based on separation distance No fire ratings required by separation distance DEVELOPMENT STANDARDS N 903 Automatic Sprinkler Systems SETBACKS special setbacks per Adm. Sub. map QLIFE SAFTEY PLAN - LEVEL 1 Not required, although an NFPA 13 sprinkler system will be installed MAX. HEIGHT 45 ft 1/16" = 1'-0" of this EVEL 1 : 6,770 sf / 119 as occs part project MAX. COVERAGE 75% MIN. LANDSCAPE L 25% 907 Fire Alarm and Detection Systems Not required, although the existing system in the building will be BUFFERS existing conditions meet buffer standard D, maintained and modified to suit the new configuration with 200+ ft of park between building and east property line - 1004 Occupant Load Calculations 44,4, >iti,•,* • EMERGENCY EGRESS LIGHTING - MIN. OF 1 See life safety plan SCREENING for mech: solid fence 5-8 ft high FC AT FLOOR LEVEL FOR MIN. DURATION • •-• •N r*,„V OF 90 MINUTES. ILLLUMINATED PATH MIN. 11 & 34 -Accessibility ACCESSORY STRUCTURES permitted 36"WIDE. BACKUP POWER REQUIRED. Building will be upgraded to be entirely ADA accessible, with ADA unisex restroom. — — — 1 HR RATED FIRE BARRIER OTHER - - — 1 HR RATED FIRE PARTITION (GREY) 2901 Plumbing Fixtures Total plumbing occupant load is 120 occupants (60 men, 60 women) no new vehicle access points are proposed with this project --- 2 HR RATED FIRE BARRIER building will not generate unusual noise or odor, or other off-site impact PATH OF TRAVEL DISTANCE M. WC/UR* W. WC M. lays W.lav DF — — — — — ADA ACCESSIBLE ROUTE Existing Fixtures 2.33 2.0 1.0 1.0 none 0 FEC FIRE EXTINGUISHER CABINET Req'd Fixtures 2.2 2.2 1.5 1.5 none ® EXIT SIGN Proposed Fixtures 2.33 3.0 1.0 2.0 none LIFE SAFETY PLAN NOTES 1. ADDRESS NUMBERS ARE PROVIDED AT MAIN ENTRY TO FACILITY Issue Revision Date 2. FDC FOR SPRINKLER SYSTEM WILL BE PROVIDED AT PUBLIC RIGHT- PERMIT SET 3/3/17 OF-WAY, SEE CIVIL. PROVIDE CODE-APPROVED SIGNAGE AT FDC. 3. PROVIDE DURABLE, PERMANENTLY INSTALLED SIGNAGE AT ROOMS CONTAINING SPRINKLER EQUIPMENT 4. DOORS TO ELECTRICAL ROOM SHALL BE MARKED WITH BLACK VINYL LETTER ON DOOR SURFACE, MINIMUM 2" HIGH READING "ELECTRICAL ROOM" CODE SUMMARY & LIFE SAFETY PLAN Scale As indicated Date March 3, 2017 Sheet No. G002 ... BID ALTERNATES GENERAL NOTES (.�- 1. IN WORK AREA 129, PROVIDE A COST FOR CHANGING THE WOOD 1. THE CONTRACTOR SHALL ACKNOWLEDGE AND UNDERSTAND d e c a CEILING GRILLE (C3) TO ACOUSTIC CEILING TILE (C2). THAT THE CONTRACT DOCUMENTS MAY REPRESENT IMPERFECT DATA AND MAY CONTAIN ERRORS, OMISSIONS, CONFLICTS, arch 1 t e c t u r e . i n c INCONSISTENCIES,CODE VIOLATIONS, AND IMPROPER USE OF MATERIALS. SUCH DEFICIENCIES WILL BE CORRECTED WHEN 935 SE Aider Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com IDENTIFIED. CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE ARCHITECT ANY DEFICIENCIES OR � BEAR THE RISK AND EXPENSE OF ANY FAILURE TO DO SO. THE ,,� /?(Y�� CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO 2919 LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT o4v1N i. HYMAN ANY DEFICIENCIES. Mraja 91 2. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, -ch PORTLAND, Oi_GON DECA ARCHITECTURE, INC. ISSUES, EXPRESSES OR IMPLIES NO WARRANTIES OR CERTIFICATIONS. 4' OF Q� 3. CONTRACTOR SHALL PROVIDE SHORING, BRACING, SUPPORT, AND PROTECTION AS REQUIRED. 4. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS DURHAM TPS BUILDING OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION REMODEL EFFORTS WITH OWNER'S REQUIREMENTS. CLEAN WATER SERVICES 5. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR LOCATING, IDENTIFYING, OR SPECIFYING MEANS OF REMOVAL FOR ANY 16060 SW 85th Ave HAZARDOUS MATERIALS. HAZARDOUS MATERIAL TESTING SHALL Tigard,OR 97224 BE COMPLETED BY OWNER CONTRACTED CONSULTANT. 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER AND Project#: 6788 OWNER PROVIDED CONTRACTORS AS REQUIRED TO IMPLEMENT SCOPE OF WORK. 7. REFER TO PROJECT MANUAL AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. BIDDER-DESIGN / DEFERRED SUBMITTAL 1. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING DEFERRED / DESIGN-BUILD SUBMITTALS: 1.1 FIRE SPRINKLER SYSTEM 1.2 STOREFRONT WINDOW SYSTEMS 1.3 SUSPENDED CEILING SYSTEMS 1.4 CUSTOM BUILT SKYLIGHTS 2. THE PORTIONS OF PROJECT LISTED ABOVE WILL UTILIZE A DESIGN-BUILD APPROACH. THE DRAWINGS INCLUDED IN THIS PACKAGE ARE INTENDED TO PROVIDE A CONCEPT DESIGN FOR PLANNING AND BIDDING. 3. DRAWINGS, DETAILS, AND CALCULATIONS FOR WORK LISTED AS DESIGN-BUILD/DEFERRED SUBMITTAL ARE TO BE PROVIDED BY THE CONTRACTOR AND SHALL INCLUDE WORK REQUIRED TO IMPLEMENT THE ENTIRE PROJECT SCOPE RELATED TO THESE PORTIONS AND COORDINATION WITH OTHER WORK. 4. DESIGN-BUILD/DEFERRED SUBMITTAL INFORMATION REQUIRES REVIEW OF BOTH ARCHITECT/ ENGINEER AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION. 5. PERMIT ACQUISITION AND PERMIT FEE PAYMENT FOR THE DESIGN- BUILD/DEFERRED SUBMITTAL SCOPE OF WORK SHALL BE PROVIDED BY THE CONTRACTOR. 6. THE CONTRACTOR SHALL VERIFY ALL UTILITIES, EQUIPMENT, AND COORDINATE EQUIPMENT REQUIREMENTS AND LOCATIONS. PROCEDURE FOR DESIGN-BUILD/DEFERRED SUBMITTAL IS AS FOLLOWS: Issue Revision Date 1. INITIAL DESIGN REVIEW SHOP DRAWINGS SHALL BE SUBMITTED PERMIT SET 3/3/17 TO OWNER AND ARCHITECT FOR PRELIMINARY REVIEW 2 FINAL DESIGN, ENGINEERING, AND SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER AND ARCHITECT FOR REVIEW. SUCH DRAWINGS SHALL BE STAMPED AND SIGNED BY AN ENGINEER WHEN REQUIRED BY AHJ 3 FOLLOWING THE OWNERS REVIEW, THE CONTRACTOR SHALL SUBMIT TO AHJ FOR PERMIT APPROVAL AND ACQUISITION 4 PROCUREMENT, FABRICATION, AND OTHER WORK RELATED TO DEFERRED/ DESIGN-BUILD SUBMITTAL SHALL NOT BE PERFORMED UNTIL THE DEFERRED/ DESIGN-BUILD SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND APPROVED BY OWNER, ARCHITECT AND AHJ GENERAL AND DESIGN BUILD NOTES Scale Date March 3, 2017 Sheet No. G003 deca GENERAL UTILITY NOTES GENERAL GRADING NOTES LEGEND A RC H IT CTU E_ 1 c 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. PROPOSED EXISTING 235 SE, Street Portland Oregon97214 tat 50323919ST tax 5032396558 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED PROJECT BOUNDARY TEDITION OF THE PLUMBING CODE, BUILDING CODE, AND THE FIRE CODE. CONSTRUCTION DOCUMENTS, INCLUDING ADDENDA ON THE PROJECT SITE AT PROPERTY LINEWORK IN THE RIGHT OF WAY SHALL ALSO CONFORM TO THE STANDARDS ALL TIMES. I diEASEMENT LINEOF CITY OF TIGARD AND THE TIGARD WATER DISTRICT (TWD). 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER FENCE 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED (800 332 2344) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION. CURBCONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES EDGE OF PAVEMENT ./,V 'j, ALL TIMES. SUCH AS GAS, TELEPHONE, POWER, DATA, ETC. CONFIRM VAULT LOCATIONS EROSION CONTROL FENCE --0— O 4. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER WITH THE ARCHITECT. 1 ' CONTOUR 109 I _(800 332 2344) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION. 5. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED 5' CONTOUR 110 — 110 — ----� *5. EXISTING CONDITIONS SHOWN ARE BASED ON PLANS PROVIDED BY THE OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT STORM SEWER LINE SD �•M OWNER AND HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL DETERMINE REQUIRED INTERVALS. 48—HOUR NOTICE IS REQUIRED. WATER LINE ALL EXISTING SURFACE ELEVATIONS AND UNDERGROUND UTILITY LOCATIONS 6. EXISTING CONDITIONS SHOWN ARE BASED ON PLANS PROVIDED BY THE FIRE WATER LINE FW AND ELEVATIONS, BY POTHOLING AS NEEDED PRIOR TO ORDERING MATERIAL OWNER AND HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL DETERMINE DOMESTIC WATER LINE DW DURHAM OR COMMENCING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY ALL EXISTING SURFACE ELEVATIONS AND UNDERGROUND UTILITY LOCATIONS SANITARY SEWER LINE1: TPS BUILDING REMODEL. TO SCHEDULE CONFIRMATION OF ELEVATIONS AND/OR POTHOLING SUCH AND ELEVATIONS, BY POTHOLING AS NEEDED PRIOR TO ORDERING MATERIAL GAS LINE NwNmm THAT IF DISCREPANCIES OR CONFLICTS ARE ENCOUNTERED, SUFFICIENT OR COMMENCING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY CLEAN WATER SERVICES TO SCHEDULE CONFIRMATION OF ELEVATIONS AND/OR POTHOLING SUCH TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS OVERHEAD UTILITY WIRE UNDERGROUND POWER LINE APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT " """" ': �„ THAT IF DISCREPANCIES OR CONFLICTS ARE ENCOUNTERED, SUFFICIENT " ` 16060 SW 85th Ave SCHEDULE. COMMUNICATION LINE n" _ q Tigard, OR 97224 TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT EXISTING FEATURE OR CONDITION (E) SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM SCHEDULE. CATCH BASIN CB VAULT LOCATIONS WITH ARCHITECT. 7. FINISHED GRADES ARE TO BE BROUGHT TO WITHIN 0.03 FT. IN 10 FT. OF TOP OF CURB TC Project #: 6788 7. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED THE FINISHED GRADES SHOWN. CONTRACTOR TO ALLOW FOR PLACEMENT OF GUTTER G OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED TOPSOIL AND PLANTINGS IN ROUGH GRADING. BACKFLOW PREVENTER BFP REQUIRED INTERVALS. 48—HOUR NOTICE IS REQUIRED. 8. GRADING ELEVATIONS AS SHOWN ON PLANS ARE FINISHED GRADE, WHICH PERFORATED PIPE PERF 4.1M1\. 8. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. INCLUDES PAVING, BASE ROCK, AND SUBGRADE SOIL. CONTRACTOR IS CLEAN OUT CO T.M. RIPPEY EXISTING UTILITIES AND POINTS OF CONNECTION TO EXISTING UTILITIES AND RESPONSIBLE TO COORDINATE GRADING WITH EXCAVATOR, PAVING TOP OF WALL TW LOCATIONS WHERE NEW UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE CONTRACTOR, AND LANDSCAPE CONTRACTOR. BOTTOM OF WALL AT FINISHED GRADE BW CONSULTING ENGINEERS VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION OR 9. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES FINISHED GRADE FG 7650 SW Beveland, Suite 100 7223 ORDERING MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO Tigard,(503)Or3n IMPACTED BY SITE DEVELOPMENT FOLLOWING COMPLETION OF FOOTING FTG Phone: 443-3900 SCHEDULE POTHOLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, CONSTRUCTION OR AS DIRECTED BY THE CITY OF TIGARD. NO SEDIMENT Fax: (503)443-3700 SUFFICIENT TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE WATER SURFACE ELEVATION WSE SHALL BE ALLOWED TO ENTER NEW OR EXISTING INLETS. MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE GROWING MEDIUM GM PROJECT SCHEDULE. BOTTOM BOT 9. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, c, G r x� A BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. w'15504 �� 7 10. INSTALL CLEANOUTS AT 100' MAXIMUM, AND AT ALL LATERALS PER CODE. ... PROVIDE CLEANOUTS AS REQUIRED BY THE CURRENT OREGON PLUMBING vGo• 0x9,% 4 2s,t9 sx SPECIALTY CODE. NOT ALL REQUIRED CLEANOUTS ARE SHOWN. 4-gh'L KOR°u 11 . UTILITIES WITHIN TWO FEET OF A BUILDING SHALL BE CONSTRUCTED OF EXPIRES: 6/30/17 MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE PLUMBING CODE. 12. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE—SIXTEENTH BEND, ONE—EIGHTH BEND, ONE—SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. 13. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES IMPACTED BY SITE DEVELOPMENT FOLLOWING COMPLETION OF CONSTRUCTION OR AS DIRECTED BY THE CITY OF TIGARD. NO SEDIMENT SHALL BE ALLOWED TO ENTER THE STORM SYSTEM. 14. CONTRACTOR TO TAP EXISTING PUBLIC MAIN IN SW 85TH AVENUE AND EXTEND 4—INCH SITE FIRE SERVICE TO RIGHT OF WAY. CONTRACTOR TO COORDINATE WITH TWD FOR SCHEDULING THIS WORK. CITY OF TIGARD AND TWD APPROVED DDCV TO BE INSTALLED AT RIGHT OF WAY WITH ADJACENT FDC. FDC CHECK VALVE TO BE INSTALLED INSIDE VAULT. DDCV AND SITE/BUILDING FIRE WATER PIPE SIZING IS ASSUMED AND TO BE VERIFIED BY PROJECT FIRE SYSTEM DESIGNER. FIRE WATER PIPE JOINTS TO BE N ECHANICALLY RESTRAINED. SEE BUILDING FIRE PLANS FOR CONTINUATION WITHIN BUILDING. Issue Revision Date 15. LOCATION, SIZE, AND DEPTH OF EXISTING SITE STORM SYSTEM SHOWN ON PERMIT 3/3/17 PLANS IS ASSUMED BASED ON OWNER PROVIDED PLANS AND HAS NOT BEEN VERIFIED. CONTRACTOR TO POTHOLE TO CONFIRM LOCATION, SIZE, AND DEPTH AS NEEDED, IN CONSULTATION WITH CITY INSPECTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE INVESTIGATION AND POTHOLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT GENERAL NOTES SCHEDULE. & LEGEND Scale AS NOTED Date March 3, 2017 Sheet No. 1 I 0 ' P' 'c...'"-‘:11 / '''-\\-•\ U , •,,2%, ,•.;,:/ . „ -..„ :•••:::,:::•••-•••••••••-• „..„ / , / .. N„::•.„ ,:,: . \,,,, .... .., .,..-• .. ,. ..,:s.„.„.. .. .. , ,,.„ , . deca ,..., .,, \\ \ PROVIDE INLET , , ... , , „ . ,.,... - :.: ,,,,, -,,,, s i \..., / . .././ -,..---,,, I .. , ,,,„,,..k ,. ,,, \ \ , ,„„ ----- ,, , „ „,...„...., -„..\ ,. -,--,. -,,,,,- ..--- ‘ ,,Lo - • , ,.- , ,, ARCHITECTURE . INC II II PROTECTION. SEE --' • -,, \ ,,, , x‘••• .,, .•• . -:„ , •,.....„.„ ".„.„......, :,', : 1.-' ,, .,,,. . v., .„, „„" i 1 1.1. \,...., '-‘,, 935 SE Alder Street,Portland Oregon 97214 fn., 1 11 i 1 z",,, -,,,, - DETAIL ON 030(:);;„:„."•::-.:,a•-'''' -,:-., .." 1.‘ i ,,,,,,k N \\ II ,,, , ... .././ . , ,, tel 503 239 1987 fax 503 239 6558 i \,.-,.. 1 3 '3.. .. '3%'''4 , , .S/ ',. -,,,,,,, ., ft / 1 \:‘, i ,, ; ,.... .) ,.., '",, th.....---.,.....,' 171 .15TC(E) \--. ''' ,,,,..„ PROVIDE INLET • .„ ,•,:v•' ,••••-----,,,.::::•--4,• ---- -. -. - --,.. NEW ASPHALT PAVEMENT. MATCH ,,„ ,,,,,.. 170.650(E) -,,,,, ,,,,. ',.., PROTECTION. SEE d -„, -.:, „-,,,,, „:„... ,, DETAIL ON / C300. .1 , -,,,,„ ‘,\.„ \---„,„..,,,.. , , (E) GRADES. MATCH (E) PAVEMENT -•„., ‘,..--,..,-,,,, ' & BASEROCK THICKNESSES. .-• -,..,\ „.. . ,...." •,,, \„, %.\., / I NEW CONCRETE WALK. ,..„. .„ „.. . / .,„...„ Vd. / i SEE DETAIL 1/C300. 170.65(E) --,,,„ 171 .50TC(E) \ ...‘„•\\,. , / ,' ..,,.. , „ ,,,,r.,.., . ., •,, -,,,:,, , ,...‘4, f-•-, .:', _ / A,„/ 171 .000(E) ,..), .. , / 171 .15TC \ ",.,.;.,:. -,„ „„,....„...„„. Alli •-•,, 170.65G /52- ,-,„, ....,- „... .... . . ..- ....,• 171 .15TC -..... ,„,,_ ,, ER,0, S10 N.. .CONTROL:..,.,:,.,;,.........,,. .t..i.,.., 111' MATCH(E) , , ... .. •,,,, .?,,' . • , '• . '',3'.. 11 .„,, • ...('' '' , ----'",CZZ,,,...„... FENCING. SEE DETAIL. „ MATCH(E) \ <21111111111„ , „-„,- /1., ' ' , '. ' 171 .00TC G .., ,.. -:,.-. ,...,,,,,.„,,,,,,, - - ,„, !•;,,,,,„,„„ -,„:-.„,,,, !, - ;4, „ , .. , _ „„..,. . .4 .--%..-- (':::''',..;''''''N,',',i 49 \ \\ ,c,I . = „ . _ ...,.. , - .4 ,„„,,_ _„„,_ -...„.„,,,, ---„,.. -- - --. ' 4 •'''',...-, 1 i \'.1..„V \\.‘„,,,.\. • I,-, - . • • . . . . . , ..,-, ,..., • • ',,,.. (,,) \ \\ ,,,, '/I / • , . . . ei .r..: , . A\ 171 .00G ,.... „..,>::-.•':'';' , ...., • , , , „...„.„ „,„ „, - -•-•:,',.,„ •P K,' / . "', -,.-,-• • • . ,,,. 4 . ' 171 .25BW ...„,„ ... ,•-...., '- tsi ..4 • ..„ , . - %-• ,,,,,, ,...„-- DURHAM --„,. , '.---:-.,---:::„. p• - „..., i , . , MATCH(E) d< • ea 4\ t ilk MATCH(E)FI,(E) ;:;:`,..:-'''' - ,,;,.), ., ,...\ .,...,. . ' \ ,., ,.. , „••••• \,,,,. , • • • / 1 '' ._„„„,,'_____..,..._„....-„„.„.. - . .,, • A:. . „„,„,i, ,,.\. .,,, TPS BUILDING REMODEL „,..,.... „.". --5:::-:-:,---. i',:\ .. .. , ,., , ; . f•-• I 1 ! ci , .,,,, , ,,,, , • „,-- . ; .. „ , -.,:„. ,,.•. ..,. ''. ....... .... 0. ,... -„.„. .N.,,,,..., . . .. • .,,,,, 1, _ \ , .,..A...„.„„, , 4 . -/• : '';:. .,,--,,------- ...----"".'.... „,. 1: pp' ..., • , „ -,... \ .,. CLEAN WATER SERVICES • -.,, • , k \ ,..---.,„/- -,. ' , )4:-.-_,,,,,I -,./ • • ,r-J i ‘---, .-\ - 171 .00G \ ' '''•S';',.. \ is ,, ? el . - • .0•000. ' "ii , ,.. , •:,..•:. :.,,' ,..$ ., • ,,,...-- .„...„. _ , ,, 16060 SW 85th Ave i• , , • :. .. ..,„.• ,,, .„„‘. \ Tigard, OR 97224 - ''..,, ,-:::.:,• • „„, • . 171 .55TC ,,,,---, • --,,, ,. „„ \ ... „o • - 4 • ' / 1 1 t-,s' ‘••4 !! 'lif ..6% , .0-0- .4411lik ,, it ..„, ., ,___........„„ 4.'= 171 .55TC G .4.<1 i'•'\",--,,„, , ..„. ...., , •• • ... , , -„,„ , .3 , ,,..,,,,, I • ' 171 .05G -„,... „„.. . ' < 171 .60 ,, .. . 4-:::;?, ' .4 •,.., A ,' k ',,55' , • , 'f: ...I • ' , \'',,, '%..... • * ' '(; '...'. U . II* '...f , ., :. ,,, .,,-. ,,,, • '\\ 1' . , . A ' • '''‘. N, c.) 7 I . 171 .70BW \ - .....>. •.... „,„.- s„, 4" PVC SLEEVE FOR , , • , ,„,,, „." Project #: 6788 , .4. , • , , ___.-• ......-4 „.••-• .,:., , /-1,--Z:42.-1-1 • • ,1 . . , \ Nk, - ...,., „....„_„_... • 1 ...1 1 :l'ic,Jol.;::: i i 04 .......-- i .• •. - < • \ \ ,. i - - , ,•,,,,,,,..,,,,.,,..,•,,•_ 7 , , ,,,,_ „, ..... „ . I.:;. f i..-- -'.. •; .4 ' \„;.:;.., , .,,,, ,• -- : - I / . • ., --.„--,- \ • r '''''' • 4::3 Q: , A .. .:: ,. .. , . . . •I TWO 4 PVC SLEEVES FOR „," ..., 4 FW LINE .. . ,• . . K' ,,..,tb . , ,., „.. ,••, ' i - . „...- I , ---/ ••,- v .....,..-, \ ,,,,, ,,s, . •-„‹.,,,, ....; • • 3 - I; • i . 4 FUTURE IRRIGATION LINES If i .. . . • ,, I 0 , -%, • , . • i 1 , •''''.'.. .'"---:V.2:',„„..-1-....-....„--K-,....,). '''''''''..\ '•• 1.''" - / 1 .,..,.,..„ .„•,'"'''' • '‘..4.,•.: v :„. . • :. ‘...: "4.1 • . ,,, * 'k'''. I. ;&,..,... 0 PROVIDE INLET T.M. RIPPEY 1 , ' ,, _ „.....- .......... , . r v fe,....,\:. i ._... , s,...„ .., .. ...._„.„_.... ..... , , i „.-.? • 1 ,.., ,..1•,‘„,,.:i,„. :ii . .„.,• ..,„ -, -. • , . ' -1' :: CONSULTING ENGINEERS .. ....., .,.... , , , • PROTECTION. SEE \ DETAIL ON 0300. „ . , „,...„....... ,,,„„ , 1 i , .,„. 0 1 t,, ,,,,,, \ \ " - , \--,„ 7650 SW Beveland, Suite 100 , , •-3,-, - :,.„ ,. ; •-i.; ;;, i, ; \ , , ,. „, ,..., ..... ; ./ • :......„ ,:-.•• L., .. ..., ,.......,. . . ,.. ....... ...... . , _.....---- \„. 1 1:: ::; :i „ ,•.:. ..„, ; y - ; / /1/ :]: ",,,,, ,• '. r .',,, CO ‘•: ' ,,,,,• - • \172.80 ..,„, Tigard,Oregon 97223 . .. . 1. i. i III' -.'.' \,, ' EROSION CONTROL • .,,:c: ,,,.. :„'' „. „ , \ •40000° ------"%olo• Phone: (503)443-3900 :•?' z,,,,.,•,' ....„ , : • ,:, ,:,, ., : ., . • ,.. I . .1.1 / ,,,,:........."..:31.371‘72 60 • 172.95 \ .,,,,A, '' ;.X'... • i / A.,•',/ „...........„„:„.„.....:1 ,,,, , ,,,--,,. FENCING. SEE DE:AIL. , „, , . • ' , 0., .„.•:••••,...,.. • MATCH(E) \. .., Q•,;.•\.. ..?•Vi ./..: -N.,,,.,, 4 V . '3. .-4•:, . i I 172.50 1.:•• .i, , , . „. -- •-•..... ..\ --,,, .,,„;11.,,,.. •..„,,,•„.,,k. ,•,,„. ,,,,,„ . ik, ;,. , BUILDING OVERHANG, TYP. , 4,,,.... ,,,,,,,• ..• , 1 lil U . . , „.:„.. ,, , . . . . \ \ , y::, ..,,,!,,,, ;.• •",,„...r, , *---1 , •i3.=i, :3' '3, , • ' \ „ .„, • , 1.',• IL:A - - i \ 4 . ' *st n , -' ' ' '' '' ' " -"Nfea.::=,: ::=-„Z:a.,::„=.:::.;-:„:.:.::. .:ZL,<*,.,:',3";-:;:,.:,;:.,=,,,---m"--4+-,-,,,..'-',,,,,-,-,,,,,"'T,,,, -< : .7.7.-r.,,..- -2:'::-------=--"l:-------Izla- ----frz---A'I 172.70 \14, ... ,, 1 -• -., „ .., . „„ .rf,o . .. , ...:,,:,.:. \, A -::::: ::v.:. :,,„....„. ,. ,....... ,44eke • ,,,..,--. „.....7'. <-..,"...„),,, • ,,'--, 11 „a li ' • • • • . . . ,,: ,,,,„ ..„ „ .. , ..., . ".,,,.. •,,,, .,,,,,, ... ,.. \ , .L. : . dp N , .,'? 1 II .111 .z.,:;, ''' N ' 172.70 it MATCH(E) :,e'''' ,,,,-- •,,,-, -, ..,,,, ,- -. ,,, ....... - „„ •,,,,,,,, . . . „ . •• 4 • >, N N • .0. . , . , , .• .. -. s .,4,..• ,;:iv •...:,.../ N. ••:. • : .:-;...:-, . ! . ,„. ,: .. ... ,,,., ,--. •,., ... , , '•.•:.: 1 2.85 NN:N1---,r ,.,' , ...,„.„ -. -- •'• , •,,f:::.i . ' • -. 4 - i ,.'-, ,•,-,. -" I '1 • 1 . • ' MATO H(E) , .,,,:, .,--7 . . .„... . „:„... • „ • • PcR,_.0 VH I 1 DG EH 60"F-EWN I 1 DN EG BT Yo 1 ,t)',:' ,,'''i .-:•-•,'\ ,,,:3 - . .. . - ,,, " . .,' . , , . , , ...q. , • / ....' l.... 4. • 4 ' '.:rl . .. .. . , .. ...... , , '.. ... . . .. , . 1 i \ ALLOW DRAINAGE. c - ri. s,Sil.:76,,,,•:;,,:„11. . ' f---1 '.."„„,''''''''',,'''''''."''''''''''''''''''''' '. ' . ,,,''''''''''''''r''''----,-.'"---------"""''17.'''''''''''" =77-'------ -'''''',::1::„i.i:71/2 i*,:it„.:*::,44.=Ntrf ":::::,;i:::::::::::Q,;:::::;,;:;:t=:==:::::::::::::=:'.:'.7'.'1' ..:-:-::-:.:7.'''''''.=:77-"'"""'"-; IT''''''""-'"--------.'""'-----------•••••-•:1!...,1„,:.< "'. -., -.• -: s'n< \ ; •.... \ „:,.„.„ ..„„ . .... ,„ ..., \ ..'•••• ..... . ... ... N, , ,:„. .0,°/// •••-..., ,I.,- t .., ,., . , \ .1. ---- , -,••• ... II 4,,,,,. . , .. „ .. . , , ••••,, :11-, - . . ••••.. .. . --... ......N. .••••• •, ,,„ .„.,\ ,,, ,,, .? .„,•••.,• g:,:_,• ..„ 0 ",„ •,.. ,,.. .. - .. .. ..:„ .. • \ o. ON ... .." . REGRADE AS REQUIRED ..6, i:.., 4 FW LINE • , -,, , „ •,- ,• ,,,i ,, 3 • • _. . ,,..., TO PROVIDE SLOPE =--- ,.:.:.:.:... ''1 SEE BLDG. FIRE SYSTEM \ ,,,, .... ,..:.,,. 1.7....2...9,.,,5,-,:-....,:',..,"...,,....:'%'',.'!„;;,,:',,... ...,,::.'........-.'', ....,,. ',„ .,. ----1 1 ,..,-e0ii < •-:= • • „„_ „.• ,•--.• - 13„,i ,:,,,i. PLANS FOR CONTINUATION. \ AWAY FROM PATIO. EROSION CONTROL FENCING. "IA)t. KOCC) • .. .. .. , • .--% ,,, 1.. .......r . i =I .1••!:.'ill••••i'11..1' „.: r7.777tnr ; I .1 1 r,,,,,,t),,,,,, 1 r____A di BO*',: - .,... .,.,....- . .,..„.. „.... ,.......,. .... ...... . .. ... \ EXPIRES: 6/30/17 \ SEE DETAIL ON.,,C300. ..„. • 1 v, - , .., .... , „,„..... , \ , cl?„ ,., .„„--- - EXISTING BUILDING ... , . .. .... . ,., . . \ v,„ •,, io\ I..: , ..:. q 7, D .,.:'i:'5//' '::' : , ,, ,.. ,,„ ------- „ 0 FINISHED FLOOR EL. 173.00 • .,,, • •••-• •-.I a r=p , a 0 1 CT3 0 1 . ,..1 172.95 , -0.„. . :. . ,•,.* .,,, , II ,o0,0 ',.- ,,,,. TRENCH DRAIN RIM 172.60 \ \ • ......., 1 : . , \ • ,7-' \ 1E 170,00 „.--- \ \ -%- : \:-/ I , ----:,-.7":i,.,, .„,........ \ .• :t.,',,„:',':':ii ,, CONNECT TO (E) . _ . - -.,,„ • . , I i 1 I , r 0 i 1.....,,.....••.14' :•„ ,,,.. .. .,•:,.. .,. ...... .. ' '4. • • ',,.; .. :,,,.... ,,,,: ...„. ,,, STM. SEE GENERAL .. .. 4ir. / ,. .. .\ ,,. \ .,- -. .... - N., .., N. . . . , •,, N''1.,,iDN /.64 • \ • -. - .... 7- ""---- \'',3: ,..... •,.., „ . , \ . .. •• ....a ."-- .. .„ ., ... •• . • - =,.. , , - '''''UT1LITY NOTE 15. • \\ . -, -•::: -k ..: .. : „,,•, ..? - , ,,, ,,,. , .. , .... , \.., .. . ... „.. ..... ...„... . „..,.... . .. ,.. , , .. :, „ \ (E) GAS LINE '1C-' /"/"' -If07t77, . ...::::::.,..,1'''..............inn:'i,:i.:„..,,I.,,‘.............J',,,-,gn .-:‘,, te,,--.-‘;,,,,,,*-1 1 „.,,,,,,,....... ,..,.. :: ...,,- :., ,..,:. ..::,.. , . ., th. CONTRACTOR TO .. • . • , .. .. .. , ,,,--.„' e,„ ,\ \\„ , „\-E:,",„,::',,„„ .•.,*,. „-,,.. .„•,,,.,,.„-, „S,rnI,N.... ... .•• .,,,,,„,..-.,,- ' •„.-„,,..,.)r•r._\..-.,,ile-,.,,,,,„,, \,,z. ,-, .,----,„c,,,,,,-,--1,. ,--..- ,,-,-•„..„.,..„.„..:.„.,,„ ...„„ „,„,e,..'.,-,•f---).:., Ir, • .--0 i , ,f, ••• ,•\ ....,,,,.,... , k. .„- ",,, .44- 111ifi INSTALL 4" DD C V • - , . : , , 0 WITH VAULT & r, FDC PER TIGARD •, \ • WATER DISTRICT e •tREQUIREMENTS - ,, , 1 , , ••:," /2; . ..., \..„.„ i 1.. .„‘„••., L.--:„..--;---;"1 t. / i ,•::..i. . , , `, ,., r'..,• SEE GENERAL . ••„ -----„,:", „., s/ . . ,• 6 1 H • ._. . . . •.., . •-,‘,.--, - •i f; TERMINATE (E) ELECTRICAL ,\ -, , ''''''' • UTILITY NOTE 14. .,, \ --ril , E STM M \ , .k.. .,c:-::,,e //,•4 - ' . . , ,, , A •. , .,,,A.,.:„.„:',::, .,- --, ...------ .......... - :-:•.:i- z----' \ I ,1 ' k, •I <I 1, . ' • A, ( , - A• . . , ---„,--- • VO, CONDUIT WITH HANDHOLE. \ :. , -„,.., i / • . - ....., .---.A-,..:"3. 1 - ,,,, . . \ //`,/, '. \/ , ,,....1 .,:-J . -,f,', „.„, , , , ../,,,,.-...),,,,..,..,,,. • . • , t3 ' ,„........, . 4\ "/ • \ \ \ 41 ../:..1 i., . . .%...,-- \ ‘0„.,, • . .A \ . . . • , . • • ,„„„ „ ,,,," • i i s „ .., . .. . . ..•. •:„.. . • ,,,, i :„.., / . • „ „ /s/ • \,.., \ , „/,,, ,: ‹, . _ ,...- . 1 1, •-, , • ., . ,„,, \ *,:•1 - 4,„;••„:\ ,:. 1-‘,. \ \ . , . - •,,,,,. . _ , • . _„„ .. .. . _.... .,•_ ...„„..„ \ , -,,,,.• . ... _- ''''n)"s i ••• ..„ ..,,,, .... ‘,.. • i' ', • ./ / / . , . .. ..„ , ,;., ., .• .. ..., , . •',.,/, ...‹....<5.."....'., ' ,,,,,.,. ,$' i 1 • /.e.' ,...,„,--•,,, .," .., • %„...."-`'' \- ''.\". \,.."''. :',.. \ ',' 1 i „ • ' ..„ , \ .... ''' .. '• ,.. .10. ' '',‘ • / 4 \ ,.'••, . u• \ ..., , „ Z....., - -,. % ,e, ..• -,a' / -,..1 / \ ..e.„1„• . :::,:.• ,,,,. \.'\V::,15:-::57..,-;>'''''' =1 • / .,• •,•-'"N 4 \''' 'I: \ \ , 0, ',: ,, \ ; ' \ ,... \ '', \ , . , . ',, s • ,:•:' 1, \ „ , \ , , ,, \ \ -"" ,,,,," . / • ,,,,/,' ,•-•- \„.„,. ,. :. •-, ‘,. ``. ' A '''. \•\ • 1 1.1................„ \ \ k, „.,,- „r* ,,,.:.-:,„...•.,,, ( Issue Revision Date . 4 • -,' ' , . 7 ••• ,. , \ . , , - • \ •-,..,,, ,.. , \ \\\ kp ..0 ., •,.. „ '-•' 4 / \' . \ ,..,„................-..< \ , \ ,-,-3,.. \ Ai FDC 4 ,••,"?' \ 4 . • , - ‹,1' • . • ..:„/ . / < I \ , , '',"^....,• '.•./0"11 -,.....------ ...„„...,, .,. . . ..., , . PERMIT 3/3/17 • ,,, . , . ,, \ 0, „--• • e.".:': ? \ ..1, ,, \ \ „1/4.-- / . / \ ...„ \.. • ,-- ., • • • \ ,,, ' • ..... .3.1,13:".• .„, „ „.„.„„..„...... •:•„ , : . . • - ,-- "\ . \--:".,.11\,000.93,- ' ., • ,,,, „----•-• (.... \ „...„" ," -, ..,--' • ,„, ' ,--„," '.7" ••'' ., ...- (E) DOMESTIC \ ,, ,-- • , , „.„, \ METER/SERVICE „„e , , \ „...- • ,,,- . \ „„,---- . -, „„---e „. , ..1.,..:Y. , d. ..,, -------; ,;„„, ,,• -----. • „„ ,... „. \ ,..-- \ „ : . , „.....„ GRADING & UTILITY ...„........„:„..„ ,_. .„„...... .. .„ . \ ...„.„ \ „,....: \ .,...„, ,„:,:,::„.„.... ''''sf,.c.,:,i, . , ..-, :........,.,., „...,.., „.„„..................... :„.„:„.„:„.„:„ TAP„ „„„„,i„ \ , , ....'''.--.. ... :fr''''\:(:\:"".8" PUBLIC MAIN PLAN & INSTALL 4" TAPPING 7 sw \ - ,.,,, (E) PUBLIC , .... , , , ,,-•-• , WATER MAIN , 1 '' , . , , , ..,, ,.. „ , • A .,,•,„,..,..-- \i , •,, ,„ , • ', ,•' , ,,, , , --"` . •„- ,X.' ..,.... DLE, 4" TAPPING VALVE & EXTEND 4" FIRE \ \ k i '''• -----' ,., .••• Xree. _ _.„.--- 4 A i , ,. „ \ SERVICE TO VAULT. SEE .. „. _„. • ,,-.' GENERAL UTILITY NOTE 14. \ , „ ---- , ,, • \,„ , p,.....1001 \ \\, 0 ....," , „,,,,----- , --. ,1:,i,...?.:„--, ..„,"" \ ,'/' ,,„„-', "`".' ........, , ..„ , , .. PROVIDE INLET PROTECTION „,. .‘ ,., '.- E STM M H ' ,,......,..„, AT ADJACENT CB. SEE --- - , , ,. --„, 6 \ .... ,..--- „, ,•,. DETAIL ON 0300. if -' \ • ,, 9 „, ,, ,„:,.. ,....„ ,. , .. , ... „,„ ,,..,,... „.„ ., .. . ,... . . „.... •• . . _ .,.... ,,,,, „-- _ „..- '6-\\\ ' - ..."*"."..-- $; • \ - , • . ,;':;;. „,-,6:, 0 ...-- , • Scale AS NOTED \ ,,•,- .„. ,,,. , • , ,.„---- ,4'',r,r'::::::". ..,''' '''.". ..... ,..,••• , ,,..". 0 \ . . /' „.•,' %. ,,, Date March 3, 2017 SCALE: 1" = 10' 6=1::::=11---T-1 0 5 10 20 Sheet No. 1 , 1• 1 1 ,,., , , 1 ,.. , . I., 1 , ,,,,.„ . , , .,. ,,.....-- deca ARCHITECTUREINC ADA SIGN, SIGN AND POST (TO MEET ADA CODE ` ADA SIGN, REQUIREMENTS). SIGN SHALL STATE IN 1 SEAlder Street. _ / 3, /7- SEE DETAIL 4 SEE DETAIL 4 / 3' / HIGH WHITE LETTERS: "PARKING BY DMV tel 503239S0a239 $, DISABLED PERMIT ONLY. VIOLATORS ' 6 6 - SUBJECT TO TOWING UNDER ORS 811 .620 , ,,,,••,,•, �� ....... AND A FINE UP TO $300 UNDER ORS I If 6,} CURB 7 811 .615 . CONTRACTOR TO COORDINATE 4* 1 :12 MAXa* .+ �,�� 1 .12 MAX SPECIFIC REQUIREMENTS W/ JURISDICTION. SLOPE � • °°°°°°°°°°°°°°°°°°°°°+ �� ,�� SLOPE � ��' '� , ,;0000000°00000°0°0°0°c,• �" �`��*� VAN ACCESSIBLE SIGN - SIGN SHALL STATE • Il °^°^°^°^°^°^°^°^° -°- IN 1 " HIGH LE I I ERS: "VAN ACCESSIBLE" „ FACE OF CURB 001 \ I,.,�� INSTALL SIGN POST PER MANUFACTURER'S / 5 -0 MIN. / TRUNCATED DOME RECOMMENDATIONS ii - 4" _ DETECTABLE 4 - 2% MAX. DIAMOND PATTERN WARNING SURFACE. 7'-0" SET PLASTIC BASE IN EPDXY BED PER TEXTURED SURFACE MANUFACTURER'S RECOMMENDATIONS AT CONCRETE SIDEWALK ;\ ...\\ ,\ ,,,,,,\„<",,4,.\\\ \ ,\, ,\,,,,, , /\\)2;3//29:57/7/7/ ' ,///`` /2./�` , 60', TYP. DURHAM UNDISTURBED NATIVE SUBGRADE 3" OF 1 -0 COMPACTED 11•1 ' 4"-WIDE WHITE LJFACE OF CURB TPS BUILDING REMODEL CRUSHED AGGREGATE ADA PARKING PAINTED STRIPE, EMBLEM, TYP. NP• EMBED POST PER MANUFACTURER'S CLEAN WATER SERVICES SEE DETAIL. 3 = �P• RECOMMENDATIONS AT PLANTER / 2'-Q» / NOTES: r9 6rd, OR SW 85th 97224e 1 . CONCRETE SHALL BE 4,000 PSI AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OFi 6 1 .5" TO 3". PAINTED EMBLEM ON ASPHALT 2. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY 2=_6== PAVING, TYP. AT ALL ADA Project #: 6788 VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. PARKING STALLS, PAINT WHITE. 3. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS _ (ad THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A PARKING STALL LOADING PARKING STALL IMI\i, MINIMUM 1/2" RADIUS. / 9' MIN. / 8' MIN. / 9' MIN. / SEE PLANS SEE PLANS SEE PLANS T.M. RIPPEY CONCRETE SIDEWALK SECTION TYP. DOUBLE LOADED ADA PARKING STALLS ADA PARKING EMBLEM AND SIGN CONSULTING ENGINEERS CONOT TO SCALE NOT TO SCALE NOT TO SCALE 7650 SW Beveland, Suite 100 Tigard, Oregon 97223 Phone: (503) 443-3900 Fax: (503) 443-3700 (cSa PROre 15504 * ., NOTES: 1114... 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE ,i O• ON MAY BE USED SHORT '� OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES, PRACTICES, �1Y 25,199 W/ UTILITY WORK AND TERM «:. .: _ F'_ INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. 't! L KOROG -r ANGLE FILTER FABRIC 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 PHASING OF DEVELOPMENT .,. .. --" A THROUGH MAY 31 EACH YEAR. >; FENCE TO ASSURE SOIL IS TRAPPED EXPIRES 6/30/17 ems:: i.m. .:..... r= --w 3 DURING WET WEATHER PERIOD TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. 6 .{ w« II 1 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT Y.. ; 1 i ALL TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT FLOW ..- : 9,; • __� 42 if0 € Mit 1 iff it a- ` COVERING OF EXPOSED SOIL IS ESTABLISHED. Jilii I- I5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. iv- rr I" r` �` On , UNLESS OTHERWISE APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB T=- ;> INLET CATCH BASINS .14 VA% ' - µ ■ ;or.= ■■ ■ 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON :' THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND .:. ""' �' '` PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF INTERLOCKED µ ~ .`aa:'. . i' SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. ,,•.�.,��-,�, ,�� '� 2"x 2" POSTS '. r AND ATTACH P L A I� VIEW 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. 60" AREA DRAIN NTS 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT,AND PRIOR TO THE CONTROL MEASURES REMOVAL. CATCH BASIN 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED , USE STITCHED LOOPS BY 50%AND AT COMPLETION OF PROJECT. 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. G'----' _: 3 minimum { OVER 2"x 2" POSTS NOTES: FLOW from toe slope. ■ 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS,CONTAMINATED SOILS, CONCRETE WASTE, 44.104F---- ; f 1. BURY BOTTOM OF FILTER FABRIC 6" SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. r1,:. VERTICALLY BELOW FINISHED GRADE. 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S • `" „aro 4, 0 2. 2"x 2" FIR, PINE OR STEEL RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE y 3 _ : k� N I FENCE POSTS. FERTILIZERS SHOULD BE USED AND GARS SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY DITCH BOrroM \� FLOW �► RIPARIAN ZONE. ifkiiiii, -.._- Pit 4 3. POSTS TO BE INSTALLED ON r� 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION _ UPHILL SIDE JrSLOPE. ♦j' AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE, IIIIIM' �"'I NL AND FEDERAL REGULATIONS. 4. COMPACT BOTH SIDES OF FILTER FABRIC Itlf "0 .. TRENCH. 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY 5PANELS MUST BE PLACED SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED, NO € . DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR PLAN VIEW I PROFILE ACCORDING TO SPACING ON THE DURATION OF THE PROJECT. DITCH INLET DETAIL N0.940 Issue Revision Date NTS NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE, PERMIT 3/3/17 PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE 6" overlap of bags. ,,.•,* l **MON., O. .fO .'� "«:i+0.* +"P *t PROJECT. NOTES: >1� *04a***+ i .*:403i+.i +34* *G.1 FILTER FABRIC MATERIAL 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND t0 : :::::;;;;S:...7%• • • �k....14.....-.44� R�l�.jl� MO's. ';• " PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 1. ADDITIONAL MEASURES MUST BE ++'+' .•.+�+ «,,o+:4.3.:::,.*.:.: 4 :.X. �a++�+�' . .•.,,+. :.:4 36 WIDE ROLLS CONSIDERED DEPENDING ON SOIL TYPES. ( • 1, .:44.:* ."4`40: ...4..44*. .fi..".X.:04445,+ tip:' 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED p N ;;;;? ,.;.,, «;.`.;t;,< � ,'.;;;:;;; ` ,«,:.;: «;:�: EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED +.44 ' �a`X+4444"r.+`:�4�s�:ti�a X*4+%+:+i+: ja i. ' ...• I + 444-4•04•4,444444.4+++ ... + �+.++ � . � +. +.t ,S4 SUFFICIENTLY FOR MINIMAL SPILLAGE. 2. BIO-FILTER BAGS SHOULD BE �r '4'x''$44.:4$ a.:14..,41b...)10,..„.....4.....44,' +*-1; fi`MM*+-+'-+'.; '.SS:**: :,;* STAKED WHERE APPLICABLE USING �r � �'� ++r. 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP(I.E. FILTER BAG). (2) 1"x2"WOODEN STAKES OR GENERAL NOTES APPROVED EQUAL PER BAG. .i 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. _ 6'MAXIMUM SPACING - FOR FURTHER INFORMATION & LEGEND 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING 3. WHEN USING 30" BIO-BAGS TO FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE THE CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER FRONT VIEW SERVICES EROSION PREVENTION REGULATIONS. HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION AND SEDIMENT CONTROL 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. OVERLAPPED BY 6". AND SEDIMENT CONTROL NTS PLANNING AND DESIGN MANUAL. 22. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE PLANNING AND DESIGN MANUAL. WATER SPRAYING, PLASTIC SHEETING, MULCHING,OR OTHER APPROVED MEASURES. 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. INLET PROTECTION %; SEDIMENT FENCE �-., TYPE 4 CleanWaler Sees CleanWater Services STANDARD EROSION CONTROL NOTES DRAWING NO. 915 REVISED 12-06 ` `"`ts"` DRAWING NO. 875 REVISED 12-06 'o`°"`�tu` FOR SITES LESS THAN 1 ACRE CleariWaier Our t:1mm* clear DRAWING NO. 945 REVISED 12-06 c"Dt" '� • Scale AS NOTED Date March 3, 2017 Sheet No. 1 i, _ d CEILING ASSEMBLIES WALL ASSEMBLIES - NEW(CONT.) WALL ASSEMBLIES - NEW WALL ASSEMBLIES - EXISTING deca TAG DESCRIPTION FIRE RATING RATING RATING TAG DESCRIPTION FIRE TAG DESCRIPTION FIRE architecture . inc 935 SE Alder Street : Portland Oregon 97214 EXTERIOR WALL - CONCRETE INTERIOR WALL tel 503 239 1987 fax 503 239 6558 deca-inc.com (1) LAYER 5/8" GYP BOARD . . „ . _ A ••_4,- , ,- , , .0, WOOD STUDS @ 16" 0.C. -csNS,D ili?c, WIRE HANGERS & BRACING GO v"-- . • A - - - • . - ' . ' _•- - . 4 ' • - WALL, SEE `) AD ' - t . - 7 - .- - -.. -.1.4.4, EXISTING WALL INFORMATION PROVIDED FOR MAIN RUNNER •QL)) ,-. - '-" .'A- '-• .;.' '4-.:. ;.5 STRUC _ _ -• REFERENCE ONLY. CONTRACTOR TO FIELD VERIFY ALL ....- - — .-: • -.`--, '-' '.', goo ACOUSTIC INSULATION EXISTING CONDITIONS -- .:,,_1 illIlIllMillrAklM iimummamiFURRING CHANNEL r FASTENER (1) LAYER 5/8" GYP BOARD -c-_P- PORTLAND, COON '4111411.111 GYP BOARD ACOUSTICAL CEILING TILE EXTERIOR WALL - FIBER CEMENT CLADDING WALL FURRING -ACOUSTICAL EXISTING WALL - TYPICAL INTERIOR FIBER CEMENT CLADDING (N) (2) LAYERS OF 5/8" GYP BD DURHAM TPS BUILDING 7/8" HAT CHANNELS @ 16" O.C. (N) 7/8" HAT CHANNELS @ 16" REMODEL WIRE HANGERS & BRACING EXT O.C. MOUNTED TO RSIC CLIPS , - • • • - • ---, • - ,7, - 5/8" GYP BD __ tE0 WRB 420 ;,-, ...m........-4... A-... 2x4 WD STUDS @ 16" O.C. CLEAN WATER SERVICES 11100 Ali": • 1/2" PLYWOOD SHEATHING [XI ;.-, (E) GYP BOARD 5/8" GYP BD -111.-11 T-BAR 4' -44" -4' At SEE STRUC ' (E) FRAMING 16060 SW 85th Ave Tigard,OR 97224 ACOUSTICAL TILE lk ±_ _-_÷ _- -;4410.1 2x6 WD STUDS @ 16" O.G. • EXPOSED T-BAR INT R-21 BATT INSULATION . (E) GYP BOARD 5/8" GYP BD Project#: 6788 WOOD GRILLE CEILING EXTERIOR WALL- METAL PANEL CLADDING INTERIOR WALL -ACOUSTICAL EXISTING WALL - TYPICAL EXTERIOR • BOARD & BATTEN WIRE HANGERS & BRACING METAL PANEL CLADDING (2) LAYERS 5/8" GYP BOARD ON 1/2" STANDOFF CLIP EXT 15# FELT OVER SHEATHING ••••••"""'"' T-BAR MAINRUNNER (2) ROWS 2x4 STUDS @ 16" . - PLYWOOD SHEATHING 411111111111 EXT WRB \- -';':: --..- '. : - - ''' ''- . ----..t'-_ O.C. W/ 1/2" GAP BETWEEN .oemswoNsw.l.m,,,,,,.•,..,,,,,,,,,,,, • Sixx,,k,,,,,,,,,, ''. ''' '. '.. '' '' NI VAlfr 3 1/2" BATT INSULATION, 4E) IN iiii IN Mriolimmi --- BACKERS W/ EXPANSION GAP 4E00 NIMIIMIEMNIMMIRrat, PLYWOOD SHEATHING, SEE STRUC430 _ T, ?-'23 ---ir-- - ACOUSTICAL INSULATION 41 ,...- -.: ,110:1111 TYPICAL ALL EXISTING 1 11 1 11111 b. , , — WOOD GRILLE 4r '-'" '‘.- 111 1216. 2x6 WD STUDS @ 16" 0.C. -':. AI _ _ likle INT EXTERIOR WALLS 2x4 WD STUDS @ 16" 0.C. --. ÷_, -# --, -412_11.1! R-21 BATT INSULATION . MOUNTED TO RSIC CLIPS 5/8" MOISTURE RESISTANT GYP INT 5/8" GYP BD (2) LAYERS 5/8" GYP BOARD BD W/THIN COAT PLASTER AT INTERIOR . . EXTERIOR WALL - MATCH EXISTING CLADDING WALL FURRING - 2x4 BOARD & BATTEN CLADDING (N) 5/8" GYP BD TO MATCH EXISTING EXT (N) 2x4 WOOD STUDS @ 16" O.C. . WRB cip '--9-:; IIPWV-Irfirrring (N) ACOUSTICAL INSULATION 4400 lor "Ill• PLYWOOD SHEATHING ',I ,.. 1 - (E) GYP BOARD , INT R-21 BATT INSULATION N. (E) WOOD STUD FRAMING 2x6 WOOD STUDS @ 16" O.C. (E) GYP BOARD FLOOR ASSEMBLIES . 5/8" GYP BOARD CONCRETE FLOOR SLAB EXTERIOR WALL - MATCH (E) CLADDING INTERIOR WALL BOARD & BATTEN (1) LAYER 5/8" GYP BOARD 4" CONCRETE SLAB EXT 15# FELT OVER SHEATHING N (2) ROWS 2x6 STUDS @ 16" O.C. ....■ =■. -.-----... __.- PLYWOOD SHEATHING . 111.1.1111 W/ 1/2" GAP BETWEEN 1111.1121111rer VAPOR BARRIER 410 _ 3 1/2" BATT INSULATION, TYPICAL 400 2 TA-1-----------, —. Millfatiniellen4 14 '- `- -- ----•' ' ' -"s -•-r 4-IL" ALL EXISTING EXTERIOR WALLS '1irli 111$ KIP go*two owe 4.-1,*I*404-1, GRAVEL BASE, SEE STRUC INT 2x4 WD STUDS @ 16" O.C. .L. _.. . .. ..... 16.1 • NOTE: ACOUSTICAL INSULATION PROVIDE NEW CLADDING 5/8" MOISTURE RESISTANT GYP AS INDICATED ON BD W/THIN COAT PLASTER AT (1) LAYER 5/8" GYP BOARD EXTERIOR ELEVATIONS INTERIOR WALL FURRING - 2x8 (N) 5/8" GYP BD , .03 rir"-- 111 (N) 2x8 STUDS @ 16" O.C. CO - r Am 401 111 .:-.6.... air (N)ACOUSTICAL INSULATION ..' (E) WALL FRAMING 2.,. , (E) GYP BOARD FINISH • Issue Revision Date PERMIT SET 3/3/17 . ._ . . WALL, ROOF, & FLOOR ASSEMBLIES Scale 1" = 1,-0" Date March 3, 2017 Sheet No. A001 NEW ELECTRIC VEHICLE LEGEND di CHARGING STATION MOUNTED TO CONCRETE BASE SEE MEP /1/7 . . . • ,. _ - CONTRACTOR TO RE-STRIPE „i2. •=_;, ;At /// . - : ., ',,- ',..- . s-. , , _.; : NEW CONCRETE PAVING, SEE CIVIL d e c a STALLS IN THIS AREA AS /1 ---:.-;.„ -• • v./ .... , - . ., " architecture . inc REQUIRED BY OWNER ,,,,,,, --„,.7, -:•_,„...,„ ,::;\// ....<:„..., N_,EW UNDERGROUND CONDUIT „.,-;.----------- , . . • . ,,.. -• - . . - - • - • • - . y .- — , - ----„„.„ „,-...„-- •\'.\, ,,,,.z.:, FOR CHARGING STATION CIRCUIT -IN - -,„-- --:,,---- 935 SE Alder Street : Portland Oregon 97214 ---,%> tel 503 239 1987 fax 503 239 6558 deca-inc.com \\. ---.-' NN ------it ----„-- ----,'. :.,„.. // ?-<> \\ ----2:-..::::..: 0 \\ •1/7 zz:-..-z:__________::: ---:"----- ----5,-- .---_-:.---1--- ---- \\ ----',.--- \\ \\\, .,_ ___ _ „...---, 'k'1 \\ \\ - - 2919 ---- -----/... \ „.---'„..-' \\X \ik ,---,,---- SITE PLAN NOTES ' - DAVID T. HYMAN • .. I / •I'l \\1\ ‘‘, \\\\\\ . --....- \\\\ *•.\:‘ N------:::- -----55:.::- ____.. „.,,,,---->">- <5-';''.--;-- „..,„.5::::".------:::: 7 -— -,- 1. FIELD VERIFY ALL EXISTING SITE CONDITIONS, INCLUDING -cf.);,PORTLAN7 Ci ON / \\:\ -..:.-” - / / ----.:-.-----_____ _________ UTILITIES, PAVING, LANDSCAPING AND OTHER ELEMENTS THAT ,--- 0-" / )) . • ! 1‘ „----- ci/71, \\I ,,--;.„-- „.„„.„-- --:,,...---- ---:: :\„„ MAY AFFECT WORK. ::(:' F 1: ,------fi // I ,. ,1 1, ,,-/4 7 / N---, d 11 II II N ., ----'t 2. REFERENCE GEOTECH REPORT DATED APRIL 6, 2016 FOR RECOMMENDATIONS ON SUBSURFACE CONDITIONS ./ x,, 1,1\ /2 DEMO (E) CURB AND BUILD NEW 77./ ,/ \\NNK/.././// m....^.;,,, DURHAM TPS BUILDING .,..„ ..,_,-.-_- ::-----75-7-------------- CURB 1 FT+/- BACK FROM (E) CURB k 3. PROTECT EXISTING TREES UNLESS NOTED TO BE REMOVED V / LINE TO CREATE (6) 91-0” SPACES \\ NEW STRIPING FOR ADA AND REMODEL / N . • \ ,,,,,kOTHER STALLS THIS AREA 4. CONTRACTOR IS RESPONSIBLE FOR SURVEYING AND LAYOUT. NOTIFY DESIGN TEAM OF ANY CONFLICTS OR ISSUES THAT CLEAN WATER SERVICES N, \ DEMO (E) CONCRETE \\ \ ,,,, ENTRY WALK -\*',,, 16060 SW 85th Ave •,,,•,,, .\ 5. PLANTINGS TO BE FURNISHED AND INSTALLED BY OWNER. Tigard,OR 97224 \\. //// / • REMOVE (E) CURB RAMP AND ‘,0° \\ \\ LEAVE 2" OF MULCH OVER 12" OF TOPSOIL BELOW TOP OF INFILL WITH NEW SLAB AND CURB -0 ,..-,-\,,-`, GRADE IN ALL SITE AREAS AFFECTED BY THE PROJECT. -0 Project#: 6788 ---, --,. - (E) MAILBOXES - 6. RE-ROUTE ANY UTILITIES IN CONFLICT WITH PROPOSED WORK .,q\ \ NEW 4" FIRE LINE, SEE CIVIL. AS NEEDED ---:-.-„„ hi ROUTE TO AVOID CONFLICTS --....„--,.,..„. ii ..... -____ , --..-_-.:;.--x---7-7-2, r - ..i, ••'- . - :- = A ..... ////' / .N:,_:„..V• . • . - - .- ,• i•-• • \\ N „•-•„--.:..---.<- MAIN IN SW 85TH AVE CONCRETE BLOCKS AND OTHER PROTRUSIONS OR UNUSED 4/ '' '`-'..,>,. (E) MECH ENCLOSURE ',_- . - •.• .•.':, , :'-,•- :• -: , \\\\ 43 --, -- -....,..„ (E)VAULTS ITEMS, PATCH AND FILL ANY HOLES TO MATCH (E) CONCRETE / ---------- ------------ ,•-•----- ---- NN _----- t , ,, , , :_ _ --„. ----z---..--, / / __. ..__. NNN -. \\ >--- ---:.--;:----- __- 8. COORDINATE WORK WITH UTILITY PROVIDERS, REFERENCE ,, \., --„,_ / ., ,.. . , _ , . . _ • . MEP DRAWINGS FOR MORE INFO , (E) METER AND ELEC ...------------- „,.. ---- .. • ., • . -... / _-- / CABINETS . - • / / , EXISTING / 9. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION VAULTS / / / / PROTECT & MAINTAIN (E) (N) ENTRY WALL SEE ELEV . ,• . . _ , -,• , NEW ADA CURB RAMP AND PATH PROVIDE A TOTAL OF (3) NEW 4” PVC ---------___ IRRIGATION CONTROLLER ........( _ so' • ',\::, •-• - ‘ , -- ' ......, 0 Q • f <, SLEEVES UNDER WALK AS SHOWN EXISTING LIGHTING N. ' • - FOR FUTURE IRRIGATION USE / (2) NEW BIKE LOCKERS, (4) /I"- ---.. — Lid o BIKES TOTAL, DERO 40 DUAL -,...., 1....-:-.",. : 1`\ -../ r,-: ,-- - / N 1 1 / __ • 4/ _ " - ' •- ENTRY '.4 A610 RELOCATE EXISTING _ -- \ REMOVE' (E) HVAC, WIRING, LINESETS, 0AD 1 cr ,. ,- , • WALL DOWNSPOUT AND s_ ----- 1 i 1 4-- 'N \ ETC., PATCH AND SMOOTH SLAB \\\\\\ IGAS CONNECT TO (E) STORM„ N ,/--- METER 1 = 1 vi. DRAIN NEW SCREEN WALL AROUND N. ' 0 .N• c:•r ___„ % I i 1 ra .c3 I.*-' . . .• - MECHANICAL UNITS .. •• - • 4011bik GG G u G - ._/ - C - 1 ...........i :.: ' , ' 7 \\\ :• : . ./ •: :..•••.•!i••. :'s:I'i.';': \ , •. , , . ALIGN NEW CONDENSING UNITS, 11 ,1: \\ 0 • ., • „ , . • • 2' \\\ • ,.._._ =4_17) / \......,..,,........„____, - -- ITH LINESETS ABOVE .. . II :::: \ s-,..-. % P ..,..,,,,.,..,.„.„....„,,..,_.„.,.,.,„.„.„..„,.....„,..„,.,.,,,,, — _ _ 4 GRADE CONNECTING TO ,:ii 1/44. \\\ (E) 1 1/2" / - •- • . . '..- • -- , • •. .,:,:'-''-------------------------------------------""'''''" , --------- "•------- 't1-1, . ... • ‘ (.5), 40-. \ ‘a- - 67 BUILDING SEE MECH DWGS . ....1 % / DOMESTIC WATER ',I'_,- ::.2.:1 : : •- •:-. •- : . •,,. /..„; - '" .,. A6 4_ -, .. ** ‘...._ % - l'\ ,c) I . . ,. .. -- .. ... i":'"'""'""'"""'.""""lii I ,-L, .**-fm .-- 0 ‘ ) . . \\\ . 1-: - ' , - ,• .,.:.:.,,, \ 'V - ... ...:„." , () \\\ , %-/-- () . • . • ,do, ............. ....... / 4 !!f.::]8.8.8:8:•:•.:.:::.:-:888488="8::::::------:--------- ....... ........... ... - „:„::::(:)\ CONCRETE ....... ....... •• . :,,, ,: .-- ,,,G, .,. IN N C? N Mil ,lz:::.,,,,,,ti.,„ N 7 N i\\\\ ---\__A am N .,... .. ENTRY WALK ..,...„.‘...:„.„.„..;;..... ............. .. .......... „.....„ . ............ ..„„„,,,, ' ::. 0 •• ... • 0 , q:, „..NEW CONCRETE EQUIPMENT PAD % (E) STORM LINE . : . . ,.. .„ .., -// ::: v.. ..... . .. 3,, II ,,f ,.., •,,, , .... A .- „„:00•'''' sk.,,, ,,„ :,ow :::,,, .,. . : , •%,. 1-'-')/- .,„, A, ..,.:0P- OFOI OUTDOOR FURNITURE / . ... , NI „ „ .. .. ... .. . ... .. „.,...0,, v . .0 1 Li ,..k .. ... .. .. , ., ., .. ,,,......- -, e,,• - 0 , _,,,,,88 $1 i i,• .8::„ ..,..i.i l':• '1:, ..•-,, -.........- ..1::,' 'iky../..- :14 (N) CONC PATIO W/ STAMPED 4:1 r _.1:., 6, . .. .,,.. --\ „ .„ . b .. ,,, c..h. - PATTERN ( / :',;::... •, . • ,. s 11 ,,,: 1: .::,:r___I e ...... ...... k - 11 I Iii ...„..„...„..„„„„„„„„,..„„,..„..........„„„..... ...„.. ..„.......................................... ...... ....................................................... „.......„..„."..„.............................................................. ........ ......... .............................................. 1 tip. \ ....,...,......:...'‘.'......‘.'''.,:, ... .. ....f, \,;1:: ‘ ....,A'' _ „ ...... .................. .. .. ., ':. :::!i,”, .. „ .. „ „ .. ....., „„....... ...:. <(\ - Er k \'':!,!,,. ...:,..-' - 1- , .- $7- cCONCRETE PERIMETER WALL WITH ' ..i 10 0 Ng 111111: E it--,,,.” 1p, .... ... ,-.,, - cit- 4 \ -'......../'" :. '•\ --"`--- RAIL ON TOP. T.O. WALL = 175.00 ,.:::: .,,,K: '''''A' , ,,,, ,, :-- - - - - :: ,„ § ;.!..: .•. ,.,,,„„, ,. _\*. ] : .... .„„,_ , . ,. TRENCH DRAIN, SEE CIVIL \ .• , . . ii • _ ::,,,t:::::,...:.;.::;:::,::--„:4,,,,,,,,,,,,,,,,,,,....w.z•-,,,---,,i,i!i, ••,:::::::::.....::::::::es,,,,,,,,,,,,,,,,,....,,p___,..,,,,,,,,,,..mw ,,,,,,,p., ---, ,T,,,--...... ,,,,,,,,..m., , :„.:.:.:.:.:.:.:.:.:„..„.,„..„..„...,...,„:::: 1, -• k,-;•:: , •• -• ."..„ .. .. .-•." •••,....:..,..vr..,..-:;0: ": .... ....,.. . • .• . _ , •• ,, „. „ . EXISTING \ .,• :. .. ... p .... ........ ... ....... ::.:::.: :s.z.,.. .1/2.'' Ili h; . . .. .. - .. - - - - .. - . :....:.-....- . . .. . „ . .. _ • . . . . . ., .. . ._. • . NEW BENCH AT WALL, SEE DETAIL PUMP .:•:..„.,• [1 I k0: ..., .]..'' .::::.:: .... .:"..:"..:".i .i.i.i. ..:.n. ,..‘.1 0 a w I iM 0 " 2 .0"" ,.-. - 3 ---- Th•._ VAULT : • .• • ::•-• ::: ::••••:.:::.:.:.:.:!..:.=.:z:;,.:.:.:.:•:,,,,----- ,,•;:,,,,,,,,,,:7,:i.: . „:•:.:„.:„ 1!il 0 •,;.; I it '‘. ---..... . . _. _ . - * @ WALL/ BENCH, TYP. ,„ li I ,.:,? ill -4, A610 .• ,., ill 1 "”" ..,,-. 1(Y-0" .. ,.. '0, k I K., A it ii V,. , .. (E) STEEL COL TO \ ," :i 0 ,s: I' 8 kg . .. ... '' ,....,......,.„...,. I it, REMAIN IN PLACE Issue Revision Dat,e \ , ..............„ ,.,.,,.,... / \ \ 7 6, PERMIT SET 3/3/17 . .; PROTECT (E) IRRIGATION : .„ ... / \\ A GRADE SURROUNDING-LANDSCAPE .•• 2:::,-4L .„,. RELOCATE (E) CLEANOUT RELOCATE (E) \ CONTROLLER •••• ••• - \ CLEANOUT TO \ / .. UP TO WITHIN 6" OF WALL TOP, TYP. m TO EXTERIOR OF BLDG _ EXTERIOR OF BLDG ,,\\\ . ..,. ,...\\\ HOLD WALL-ENDS 6" CLEAR OF BUILDING, TYP. \ \ . --- (E) 6" SEWER 4,42 /./ \ ,-„,„---- \\ ; \ orooloomwr• CONTRACTOR TO TERMINATE GRADE AS NEEDED AT N ----- ..---, \\„\ ___•- \ . ...„•-•- ..„ , ../- .. „---- \ \\ EXISTING BURIED CONDUIT OUTSIDE EXISTING MANHOLE / 7, ,/, . NEW WALL „-- _„,--------- \ ,, ,,, \ BUILDING WALL AND PROVIDE NEW / / . ________\ ..„ HANDHOLE _ / / \ :////' ___-- ,-------- \ ..„ _ ., „-------.. , / .„--.• .,...• / 7--------.------------------------...---.. .__, / ..-•-•"---- .• „.....-• \ ,..."<•-‹ \ \\\\\,•*'''' ''--'-- \ N„,, ,./ \ / --1,\ \ ' ...:::::..-'". r".."''-"•'- REMOVE (E) WALK & STAIR, / / ---5-- --_-_-;------; / ADD NEW CONC CURB \ / , -,----- / . 1 / BORDER AS SHOWN \ / . /7' , , / ./ / \ / / . ' \ / \ ' ".. .11111 ' :\ \ ' ''il •/1 NJ Itill I k TN ,, SITE PLAN (D ARCHITECTURAL SITE PLAN Scale 1" -7. 11Y-0" . 1" = 10'-0" Date March 3, 2017 Sheet No. ik002 • ,iii: :::\\\\\,,i\\\\ \\ \\1,...1111ilitti1111,11111111.1,1\ - KEYNOTES NOTES THIS SHEET NOTES THIS SHEET (cont'd) I a deca 10 REMOVE (E) COMPRESSOR 1. SEE MEP DRAWINGS FOR ADDITIONAL DEMOLITION WORK 15. AT CEILINGS WHERE EXISTING WOOD STRUCTURE IS EXPOSED TO VIEW, REMOVE architecture . i n c 0 REMOVE (E) LADDER ALL UNUSED EXISTING ITEMS INCLUDING FASTENERS, BRACKETS, HANGERS, ETC. 2. CONTRACTOR TO RELOCATE AND RE-ROUTE ALL UTILITIES IN CONFLICT WITH PATCH HOLES, GOUGES, ETC. WITH MATCHING WOOD FILLER. 935 SE Alder Street : Portland Oregon 97214 30 REMOVE (E) PHONE & ALARM PANELS PROPOSED WORK tel 503 2391987 fax 503 239 6558 deca-inc.com ® REMOVE (E) WATER HEATER 16. AT CEILINGS WHERE EXISTING WOOD STRUCTURE IS EXPOSED TO VIEW, RE- . 50 REMOVE (E) EQUIPMENT & CONCRETE PAD 3. REMOVE ALL ABANDONED UTILITIES IN AREAS OF WORK, INCLUDING DUCTWORK, ROUTE ANY EXISTING ELECTRICAL CONDUITS OR PLUMBING PIPING TO BE CONDUIT, WIRING, DEVICES OTHE© (E) CONDUIT AND LB. DEMO AND RE-ROUTE WIRING AS REQUIRED BACK TO FURTHEST ACCESSIBLDE POINT AND CAP OR PATCHITEMS. WHEREIAS NEEDED.ARETIES MOVED, CUT CONCEALED FROM VIEW � �� 70 REMOVE (E) MECH HEATING EQUIPMENT 17. REMOVE ALL UNUSED ROOF VENTS AND PENETRATIONS AND PATCH AND REPAIR "` 2919 , ,�,, DAVID T. HYMAN C� ® REMOVE (E) CONTROL PANEL & CONCRETE PAD 4. RETURN ALL SALVAGABLE ITEMS TO OWNER TO MATCH ADJACENT EXISTING ROOF CONSTRUCTION # c� 90 REMOVE (E) MOTOR CONTROL CENTER & CONCRETE PAD 18. REMOVE ALL (E) FLOORING AND BASE. PATCH AND FILL FLOOR IRREGULATIES AS ,. ��, 10 REMOVE (E) SHEAR WALL, SEE STRUCTURAL 5. CONTRACTOR RESPONSIBLE FOR DESIGN AND ENGINEERING OF SHORING, FORMWORK, cp PORTLAND, 01 CON UNDERPINNING OR OTHER TEMPORARY MEASURES REQUIRED TO COMPLETE WORK NEEDED TO PROVIDE SMOOTH AND LEVEL SUBSTRATE FOR NEW FLOORING. 11 (E) COLUMN TO REMAIN 7 Q (E) WALL AND ELECTRICAL PANELS TO REMAIN 6. REMOVE EXISTING FINISHES AS REQUIRED FOR INSTALLATION OF NEW WORK, INCLUDING 19. REMOVE INTERIOR FINISHES AND EXTERIOR SIDING AS NEEDED TO INSTALL HOLD- e 07 0 14 RE-ROUTE (E) RDOD PIPING INTO NEW WALL WIRING AND OTHER MEP ITEMS. PATCH OR REPAIR FINISHES AS NEEDED. DOWNS AND ADDITIONAL SHEAR WALL NAILING, SEE STRUC. REMOVE FINISHES AS NEEDED TO INSTALL HOLD-DOWNS, SEE STRUCTURAL 7. CLEAN AND ADEQUATELY PREPARE ALL EXISTING SURFACES AND SUBSTRATES 20. REMOVE EXTERIOR CLADDING AND WRB WHERE AREAS OF NEW CLADDING OCCUR, 16 REMOVE AND RE-ROUTE DOWNSPOUTS AND STORM DRAINS AS REQUIRED SCHEDULED TO RECEIVE NEW FINISHES SEE ELEVATIONS DURHAM TPS BUILDING 0 REMOVE WALL FINISHES AS NEEDED FOR STRUCTURAL RETROFITS, SEE REMODEL STRUC 8. WHERE EXISTING ITEMS ARE REMOVED, PATCH AND REPAIR FINISHED SURFACES TO 108 REMOVE EXISTING SERVICE WALKWAY ASSEMBLY ABOVE CEILING MATCH ADJACENT EXISTING SURFACES CLEAN WATER SERVICES 9. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT 16060 SW 85th Ave AND OWNER OF ANY DISCREPANCIES. Tigard,OR 97224 10. DRILL AND CUT EXISTING CONCRETE AS REQUIRED TO INSTALL NEW UTILITIES; SEAL PENETRATIONS AGAINST WEATHER WHERE REQUIRED. Project#: 6788 11. INFILL ALL EXISTING ABANDONED HOLES AND RECESSES IN CONCRETE SLAB WITH CONCRETE, SEE STRUC 12. COMPLETELY REMOVE EXISTING CATWALK SYSTEM ABOVE CEILING 13. REMOVE CEILINGS IN ALL AREAS OF WORK- NOTE THERE IS A SECOND LAYER OF CEILINGS, LIGHTING ETC. THAT IS HIDDEN ABOVE THE EXISTING FINISH CEILING 14. REMOVE AND RE-ROUTE DOWNSPOUTS AND STORM DRAINS WITH NEW MATERIALS TO MATCH EXISTING, AS NEEDED TO COMPLETE EXTERIOR WORK 1 2 _1 3 0 0 DEMO (E) CONCRETE I I I \ WALK, SEE SITE PLAN \ AA — — REMOVE ROOF / 0 �/ I� SERVER RACKS & E UIPMENT TO REMAIN FOR (N) j LINE OF (E) ROOF ABOVE Q SKYLIGHT L IN OPERATION DURING CONSTRUCTION DS - OFFICE OFFICE OFFICE 1 COORDINATE WITH OWNER f r i \ ' =�'D c\ 0 a "\\\ REMOVE SIDING AND 17 \ ADD GYP AT NEW 125 126 127 Q , / \ \ % ROOM, SEE PLAN i REMOVE (E) SLAB AS /D// \ ��7 `\\ -11 r-, REMOVE (E) SLAB NEEDED FOR MEP ITEMS \ y/ \\ �� \ f'r I / H I) \ AS NEEDED TO RE- AND SLAB RECESS IN NEW I L ' /DSS t ` ' II \ RESTROOMS ROUTE DRAINSCONFERENCE- _, '— __ .,DS �- DS- -DS- -� 1\ �\ ,y �! OFFICE m \ ROt;�" \l� OFFICE \l rr �`\ � 'r r it ; r 17 E DOOR TO REMAIN r` 1 '�02 001 � 4 ` 123 I I 0 ( ) H B 17 I \ t \t ��-' `\ /,' /� II \ r../ II \ — T 0 `\ —J Y — / \\ �� .�� \ ..„-'-9\\\A\ ,- SHB I ,i __ �` I \ HALL �� \ \ ' I I \ ERV - I �'°. MECH / ,' ✓ II WORK \ ; MEN' OMEN'S 17 I — I I AREA 1 ' C \ TOILET t , TOILET I LOBBY S\ 10 / BREAKc OFFICE 0 '� III OFFICE SHARED OFFICE OFFICE N 004 . , ROOM ROOM \ : ..DS `\` 122 I I 129 = 007 006 005 u ,�` 140 1 z� 141 101 \�.-.r % CV 002 / \ I I 15 I I 11 \ / I1 lI \ , \ �t\killik. 0 II \ E _/ II O V �,ill � (1O \\ �, `\\ ITCH ,� 0 ' i SUPPLYj HALL A1 ______4_,......L _ ____ . _ _ _I . 6,,,_ gt,7%... \ \ - \IR.\ I I I1": �� ` II I �' 12 1$ � r° .. 11 �11� 10 108�� , — 11 , --- I 008 ILII- �- --� 111- e!- , �`� 0 OFFICE 71- ^_ II \ i -•t - ` / III I -.��- --� LJ I II _ ..1 F -� � - = - ____ -_-1. u \ IIu u u L� 'L_' == 1 `� 1a7 �c_ : _ _ A \ 11 —1 H0 / � �' JAN. ,' 1 II \1 = _ / I I HALL I I 010 / ' �% II ,� 009 OFJFICE , Ds' �,%� �� \ ` ` �� ` �� I\.- \ 003 ii �i \\ iii ii �\ l li OFFICE OFFICE �� '�� '�� \'.�� '�� '�� '�� ' �'�� — �'��* .*'�� \ S' Issue Revision Date �� tril - - - - - - - - — c- — — - - - -� ��- - - - -- -- Q PERMIT SET 3!3/17 120 119 III 1 DS 0 DS' CO •DS i... \\\ L �j IDS =__ ____ .,_ . . . ...._ I ...., __= = ,...... REMOVE (1) EXISTING STEEL DEMO (E) LAVS AND INSTALL NEW COLUMN, OTHER COLUMNS THIS WALL LINE TO REMAIN N 1 DEMOLITION PLAN 0 4' 8' 16' DEMOLITION PLAN 1/8" = 1 -0 Scale As indicated Date March 3, 2017 Sheet No. A01 0 d deca architecture . inc 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.cam ."lMAN • 1 ,1I t�PORTLAND, C _: Oma, OF DURHAM TPS BUILDING REMODEL CLEAN WATER SERVICES 16060 SW 85th Ave Tigard,OR 97224 Project#: 6788 1 A401 1 31'-8 112" 2 84'-4 1/2" O 0 ,, . CH 1 I © 326 CLO.ET O F i' VW A401 ,.�.,_,,, ..wR .,,: �---- 105 FOUNTAIN a STORAGE ROOM I w w — w w // I. t.)/. 142 ` OFFICE OFFICE OFFICE CoC //� $ j MECHIELEC SPRINKLER / 125 126 127 w \ /.111 C12) z ROOM ROOM O --CN �'� Lit � r U 1-3- 139 CONFERENCE , \\ OFFICE 111, "MECH 2I Irn n a n a Q H ii H N ROOM - N ROOM - \ `\ CO 2I 102 II Ili II 131 I # �•s. / I lik '-' / 400\ No, .,„ - �r.0 f--,, %KONFERENCE '\\ \Al .. ...., ._ I �. OME \\ 0 MI SER ER CAD \\\ LIBRARY ° / 0 a T J T 1 , 106 TWOR OFFI E OFFICE ROOM OOM LOBBY , OFFICE I ARE El __ 136 I \> \� 122 III129 I I — 135 133 140 L 141 101 LKITCHEN lil .I r=I:1 0 . 111 I 11E � ',.� 108 SUPPLY' o ,_\ . . r. . BATHR 4 O i r • ' GE / ,., 04 OFFIE IMECH Y 138 / ` 121 II CLOSET ,� -- — — _ _ 130_ - — - **11,#: REAK / o I 124 ar.' — - - - — OFFI ' O ROOM Fl- g J 1. M 11, II Project ,' ti 107 _ RECEPTION Coordinato \ I. — OFFICE OFFICE OFFICE OFFICE . OFFICE OFFICE WORK/HOTEL N 110 109 7118 117 116 115 I 114 113 112 / I OFFICE OFFICE 1 I 120 L119O I- I si.. Issue Revision Date PERMIT SET 3/3/17 N FLOOR PLAN - OVERALL 0 4' 8' 16' 1 0 FLOOR PLAN - OVERALL Scale As indicated 1/8" = l'-0" Date March 3, 2017 Sheet No. Al 01 NOTES THIS SHEET EQUIPMENT SCHEDULE d Type Mark Family Model Description Count Comments Source 1 . SEE ASSEMBLY SCHEDULE FOR WALL TYPES: 6. DIMENSIONS ARE TO F.O. FINISH OR CENTERLINE OF WALL, UNO 12. SALVAGE AND RE-USE EXISTING FIRE EXTINGUISHERS AND . Al Plotter Paper 42"W 19.5"D 67"H 1 OFOI (E) -ALL NEW EXTERIOR WALLS TO BE TYPE 11, UNO BRACKETS. NEW FE CABINETS WHERE SHOWN ON PLANS. Cabinet d e c a -ALL NEW INTERIOR WALLS TO BE TYPE 1, UNO 7. CONCEAL ALL NEW CONDUITS, PIPING AND DUCTWORK, UNO A2 Storage Cabinet 36"W 19.25"D 72"H 1 OFOI (E) architecture . i n c 13. INFILL ALL UNUSED HOLES AND RECESSES IN EXISTING 2. INSTALL NEW NFPA TYPE 13 SPRINKLERS THROUGHOUT BUILDING 8. ALL NEW AND EXISTING GYP AND PAINTED SURFACES TO BE CONCRETE SLAB, SEE STRUC FOR DETAIL A3 Lateral File 42"W 19.25"D 67"H 9 OFOI (E) 937214 PAINTED, UNO A4 Flat File 40.5"W 29.5"D 36"H 8 OFCI (E) tel 503E Alder 1987eet x 503land Oregon ca-in Lel 239 fax 239 6558 deca-inc.com 3. WHERE NEW WALLS ALIGN WITH OR INFILL EXISTING WALLS, 14. PROVIDE CORNER GUARDS WHERE INDICATED, 48" HEIGHT UNO A5 Flat File - Mayline 47"W 37"D 52"H 1 OFCI (E) PROVIDE APPROPRIATE SIZE FRAMING AND/OR ADDITIONAL GYP 9. INSULATE ALL WALL CAVITIES EXPOSED DURING A7 Bookshelf2 36"W 19"D 78"H 3 OFOI (E) LAYERS AS NEEDED FOR FINISH SURFACES TO ALIGN CONSTRUCTION TO THE EXTENT POSSIBLE El Plotter 63"W 30"D 51"H 1 OFOI (E) �sN ,I) �� r, 4. EXTEND ALL NEW AND EXISTING WALLS TO STRUCTURE 10. PROVIDE 2x SOLID WOOD BLOCKING AT ALL WALL MOUNTED E2 SHREDDER BIN 23"W 29"D 41"H 1 OFOI (E) ,.....c,- 1i . f,) ABOVE, WITH GYP BOTH SIDES. ITEMS AND PROVIDE FIRE BLOCKING AT ALL WALL FRAMING E4 Cutter 58"W 20"D 34"H 1 OFOI (E) --- EXPOSED DURING CONSTRUCTION AS REQUIRED BY CODE E5 Desktop Printer 1 OFOI ,0a14 5. ALL INTERIOR WALLS AT OFFICES, CONFERENCE ROOMS AND E6 Paper Shredder 16"W 12"D 24"H 1 OFOI (E) 1, MECHANICAL SPACES ARE ACOUSTICAL SOUND RATED 11. SEE FURNITURE PLAN FOR REFERENCE ONLY, CONTRACTOR TO CONSTRUCTION. AT THESE WALLS PROVIDE: COOORDINATE DELIVERY AND INSTALLATION WITH OWNER'S E8 Copier 60"W 28"D 48"H 1 OFOI (E) si / �� -ACOUSTICAL SEALANT AS SPECIFIED FURNITURE INSTALLER E9 Copier 52"W 27"D 3'-10"H 1 OFOI (E) �8 OF 0\\\ ' -PUTTY PADS AT ELECTRICAL DEVICE BOXES El0 3 Hole Elec Punch 16"W 7.5"D 13"H 1 OFOI (E) -OTHER MEASURES AS SHOWN IN DRAWINGS K1 Refrigerator GE GSE25HSH 25.4 cu 36"W 33"D 70"H 1 side-by-side ref/frz w/ ice and CFCI 1 c/301 water IMPLEMENT THESE MEASURES AT EXISTING WALLS ONLY WHERE O A401 0 DURHAM TPS BUILDING NEW WORK IS PROPOSED K2 Dishwasher ASKO D5636XLSITH 24"W 24"D 34"H 1 CFC/ 31'-8 1/2" 1 K3 Microwave 23"W 16.5"D 12"H 1 OFOI REMODEL 5. ALL NEW WOOD FRAMING AND BLOCKING IN CONTACT WITH / K4 garbage disposal InSinkErator Evolution 13" height 1 1.0 HP / 120v 60 hz 10.2A CFCI CLEAN WATER SERVICES CONCRETE TO BE PRESSURE TREATED + Excel K5 Coffee Station 16.5"W 16"D 18"H 1 OFC/ 16060 SW 85th Ave / K7 Toaster Oven 21"W 13"D 13"H 1 OFOI Tigard,OR 97224 O .. — ... K8 Toaster _ 7"W 11"D 9"H 1 OFOI K9 Coffee Maker 11"W 10"D 13"H 1 OFCI / Project#: 6788 �' / I r ,/ 8 *:, I OFFICE OFFICE OFFICE 125 126 127 8301 FOUNTAIN I / STORAGE 1I w %.... ..142-A / ROOM Q p------ t NEW WOOD TRIM AT coCPT-2 N 1 CPT-2 (E) COL, SEE DETAIL 142 Ak �, , ns N A401 LINE OF (E) ROOF ABOVE Z ..�.LL Ir / CPT-1 /CPT-1 (A3) CPT-2 A J N , /.. CG-1 —/1 CPT-1 129-A : ./ H 2 UI II II 2 r r J /: I A301 A610 m �' ,3TYP OFFICE CG-1 TYP. m 6 ALIGN WALL W/ WINDOW MULL �,' 123 — SEE ELEV 0 N 7FE 5'-5" / I CPT-2 CPT-1 CG-1 / CPT-1_pr / Wu, . / I 123-A / (E) / /i ill/ -- CA4) CA4> SERVER (A7) ,' 122-A ' 128 =_._` MECH CPT-2 CPT-1 8 '50 7 ROOM �C37 (A7\ TO /A3079 <A4> 131<A4> SERVER RACKS & r OFFICE EQUIP TO REMAIN CAD OFFICE LIBRARY OFFICE L �,,� 122 WORK l (A7/(A4 A4 AREA L 135 136\ \ 129 - - CG-1 BOTH CORNERS I. \ I --7 :- I1 0 Al0 Q 0 co (E8) RF-1 M L ® CG-1 CPT-2 lO - (A4) - _ 4 \ � - - - - - 1 �, - - - I •` = M FIXED LADDER CPT-1 4.i\I 7' °" CPT-1 1�-10^ CPT-1 `� CG-1 ALL CORNERS THIS OPENING / o PARTIAL HT WALLS ANDs \ CASEWORK COUNTER ENCLOSURE CG-1 &ABOVE HALL (E) STEEL COLUMN T AROUND FILES, VFY DIMS m I (E) WALL & (E) ELEC ^ ' _� I (E) STL COLUMNS PANELS TO REMAIN 111 \ r I A503 (N) FULL HEIGHT RELITES AT CG-1 FEC EACH OFFICE, TYP. OFFICE n ..# CPT-1 CPT-1 CPT-1 CPT-1 \ CPT-2 CPT-1 A504 _ ii 121 I / - NEW RELITE AND MECH u CPT-2 Q 1 Q CPT 2 CPT-2 CPT-2 Issue Revision Date \\ DOOR FRAME CLOSET ,� T PERMIT SET 3/3/17 O \ I 121-A 1 � T r T // r \\\ 124 CPT-1, L I N c 2 I CG-1 / 124-A' RF`1� 1 \ �► CPT-1 f 4 II \\ I 1 r CPT-1 (A3 I \ CPT-2 I OFFICE OFFICE OFFICE OFFICE \ I... .. I.... t / 118 117 116 115 CPT-2 \\ (13 \\ OFFICE (N) WINDOW. SEE ELEV. 119 ii 4p: Ii.OFFICE 1` )L'------_____ RELOCATE (E) 4'-9" 2'-9" 2'-6" 5'-0" DOWNSPOUT " 1 ' 1 120 12'-1" 12-0 12-1 \ 1 1 INSTALL ACOUSTIC INSULATION IN STUD CAVITY & PROVIDE A TOTAL OF � (2) LAYERS 5/8" GYP OVER ENTIRE FLOOR PLAN - NORTH \\\ � ; EAST WALL OF OFFICE 119 AND 1 \\,, �`r' NORTH WALL OF OFFICE 118 Scale 1/4" = 1'-O" 302 EDI N Date March 3, 2017 (--,- FLOOR PLAN - NORTH (N) WINDOWS THIS WALL, SEE ELEV 0 4' 8' 16' 1/4" = 1-0" A110 Sheet No. EQUIPMENT SCHEDULE NOTES THIS SHEET Type Mark Family Model Description Count Comments Source d Al Plotter Paper 42"W 19.5"D 67"H 1 OFOI (E) 1. SEE ASSEMBLY SCHEDULE FOR WALL TYPES: 6. DIMENSIONS ARE TO F.Q. FINISH OR CENTERLINE OF WALL, UNO 12. SALVAGE AND RE-USE EXISTING FIRE EXTINGUISHERS AND Cabinet -ALL NEW EXTERIOR WALLS TO BE TYPE 11 , UNO BRACKETS. NEW FE CABINETS WHERE SHOWN ON PLANS. d e C a A2 Storage Cabinet 36"W 19.25"D 72"H 1 OFOI (E) -ALL NEW INTERIOR WALLS TO BE TYPE 1, UNO 7. CONCEAL ALL NEW CONDUITS, PIPING AND DUCTWORK, UNO a r c h i t e e t u r e . i n e 13. INFILL ALL UNUSED HOLES AND RECESSES IN EXISTING A3 Lateral File 42"W 19.25"D 67"H 9 OFOI (E) 2. INSTALL NEW NFPA TYPE 13 SPRINKLERS THROUGHOUT BUILDING 8. ALL NEW AND EXISTING GYP AND PAINTED SURFACES TO BE CONCRETE SLAB, SEE STRUC FOR DETAIL A4 Flat File 40.5"W 29.5"D 36"H 8 OFCI (E) PAINTED, UNO 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com A5 Flat File - Mayline 47"W 37"D 52"H 1 OFCI (E) 3. WHERE NEW WALLS ALIGN WITH OR INFILL EXISTING WALLS, 14. PROVIDE CORNER GUARDS WHERE INDICATED, 48" HEIGHT UNO A7 Bookshelf2 36"W 19"D 78"H 3 OFOI (E) PROVIDE APPROPRIATE SIZE FRAMING AND/OR ADDITIONAL GYP 9. INSULATE ALL WALL CAVITIES EXPOSED DURING El Plotter 63"W 30"D 51"H 1 OFOI (E) LAYERS AS NEEDED FOR FINISH SURFACES TO ALIGN CONSTRUCTION TO THE EXTENT POSSIBLE r� g�5� 1�� E2 SHREDDER BIN 23"W 29"D 41"H 1 OFOI (E) 4. EXTEND ALL NEW AND EXISTING WALLS TO STRUCTURE 10. PROVIDE 2x SOLID WOOD BLOCKING AT ALL WALL MOUNTED .....,:-J ` ,i i �v E4 Cutter 58"W 20"D 34"H 1 OFOI (E) ABOVE, WITH GYP BOTH SIDES. ITEMS AND PROVIDE FIRE BLOCKING AT ALL WALL FRAMING - A E5 Desktop Printer 1 OFOI EXPOSED DURING CONSTRUCTION AS REQUIRED BY CODE -, E6 Paper Shredder 16"W 12"D 24"H 1 OFOI (E) 5. ALL INTERIOR WALLS AT OFFICES, CONFERENCE ROOMS AND • a MECHANICAL SPACES ARE ACOUSTICAL SOUND RATED 11. SEE FURNITURE PLAN FOR REFERENCE ONLY, CONTRACTOR TO 1= _: v E8 Copier 60"W 28"D 48"H 1 OFOI (E) CONSTRUCTION. AT THESE WALLS PROVIDE: COOORDINATE DELIVERY AND INSTALLATION WITH OWNER'S �� E9 Copier 52"W 27"D 3'-10"H 1 OFOI (E) -ACOUSTICAL SEALANT AS SPECIFIED FURNITURE INSTALLER 4' OF 0� El0 3 Hole Elec Punch 16"W 7.5"D 13"H 1 OFOI (E) -PUTTY PADS AT ELECTRICAL DEVICE BOXES K1 Refrigerator GE GSE25HSH 25.4 cu 36"W 33"D 70"H 1 side-by-side ref/frz w/ ice and CFCI -OTHER MEASURES AS SHOWN IN DRAWINGS water IMPLEMENT THESE MEASURES AT EXISTING WALLS ONLY WHERE K2 Dishwasher ASKO D5636XLS/TH 24"W 24"D 34"H 1 CFCI DURHAM TPS BUILDING NEW WORK IS PROPOSED K3 Microwave , 23"W 16.5"D 12"H 1 OFOI REMODEL. K4 garbage disposal InSinkErator Evolution 13" height 1 1 .0 HP / 120v 60 hz 10.2A CFCI 5. ALL NEW WOOD FRAMING AND BLOCKING IN CONTACT WITH CLEAN WATER SERVICES Excel CONCRETE TO BE PRESSURE TREATED K5 Coffee Station 16.5"W 16"D 18"H 1 OFCI 16060 SW 55th Ave K7 Toaster Oven 21"W 13"D 13"H 1 OFOI Tigard, OR 97224 K8 Toaster 7"W 11"D 9"H 1 OFOI K9 Coffee Maker 11"W 10"D 13"H 1 OFC1 0 A301 \ 3 Project#: 6788 \ 1 �O es?.. (N) WINDOWS, SEE ELEV. \ I gh \ © \ 0 11 & 12 - SEE A401 A401 (N) CASEWORK BENCH r ELEVATIONS \ 7 \ \ -\\ „.„..7.----- 7 ill \ \ii i -- ... — , i `301 ill/ mmim- 1aA ,cr:IgcH \ \2 ilt‘i :IlliSET \�, C'= ED (N) WINDOW, SEE ELEV. Q (N) CASEWORK 105 `� w �.1 \ CREDENZA �\ U..1 LINE OF (N) SKYLIGHT ABOVE r il 41A302 NEW WOOD TRIM AT 6 \J Lu (E) COL, SEE DETAIL _ ' u 0 J LINE OF ROOF ABOVE LJ 2 Q i AM 1 A610 TYP } G, (N) WINDOWS, SEE ELEVATIONS II A301 - .' 3'-7"CLR L...J G' NEW FIRE RISER 3 5 6 � • \\� �• I A301 CONFERENCE 5 1 (N) WHITEBOARD ` i\ SPRINKLER HEAD STORAGE CAB (N) ALUMINUM ROO ' S0. 2 0= '� SPRINKLER STOREFRONT �� EXISTING DOMESTIC 4 ' g� $ ' 50, y ROOM Q WINDOW SYSTEM Q M 7 M -,; WATER RISER 4 co 139 �' a I i 106-A , �3 \ ' MECH/ELEC i r =� `` ` \ \ ) CA',EWORK CREDENZA PNL-MDP ROOM o x) ' 2 00 FEC CONFERENCE �S= a CG-1 j ROOM �- Q U ° 1'-5"VFY (E) FD I �A504 137 w 1----- E FD 0(E) FD u C-o� ` d 2 I. O _ �� 106 DIGITAL SPLAY . o_ �(N) FD O DISPLAY CASEWORK HALL �'-otfr\I,. \ � �� A2 \` L MEN'S WOMEN'S 103 ‘ XFMR \(N)� BATHROOM TOILET `--� TOILET 102-A �,� 104-A �` �\ I L SHOWER ROOM- ROOM 10 502 108-A" \ �� r.y �� / (� (E) STL COLUMN / ‘ A3 V 1 6 140 / 141 IN NEW WALL QFE , 7 — — — SUPPLY (N) WHITEBOARD CC FIBER PHONE EO L — —4 • 50 2 �, — _ _1_ f 19CG-1 3 5 KITCHEN ROOM �`� ,0 w� - j (N) LAV 1 I LOBBY \ ® 1 108 ' LI 1 1 o I OE \ I (N) LAV L — — — J / - ;iiiiih104 COMCSA T / 3 � � r / / d 101 6r' �►� 2 Mt RF-1 CT-2 _ CT- — — — — J CT � 0��: ' 50 � © ¢ tea ¢ �• 04 ,, LOW (0.:CPT-1 CPT-1 ' CPT-1 RCPT-1 / UNDER 3 ' r $ SINK 108-B40000 �, VOLTAIE co HALL PATCH WALL AND Z ^ FURR WALL FOR ` 1 130 111 FLOOR FINISHES RETURN DUCT, SEE MEP �jt NEW CASEWORK AND 'A503 T MAT .` \ ® / I , 107-A SHELVING /' Issue Revision Date NEW LAVATORY � O CH (E) �` � \ �i 7 � ,� PERMIT SET 313117 NEW MOP SINK, CASEWORK COUNTER I COUNTER & PT. � � K9 ` , SEE PLUMBING 6 HT. WALL BELOW `r'�\ 3 ' CPT-1 / CPT-1 CPT-1 ��\ BREAK CPT-2 - CPT-2 N CPT-2 �. / ROOM ' Vi. Tli 90 2 i 1 107 1 / ,' i 1 1 WORK/HOTELING \ , ,' 112 1 2'-0�' OFFICE OFFICE OFFICE RECEPTION a Project KA3H% //114 113 BUILT-IN 2� 110 Coordinator CASEWORK A603/ 109 A60 COUNTER, PL-2 f E10 CPT-1 CPT-2 (E6) � > IlL �� \j A3 /'V / Elll 0 (E9) c- (A3) \` A3 ) /�i (A- tiOv � . i RELOCATE (E) 3'-5" 4'-1" RELOCATE (E) 3'-0" 4'-7" 11'-7" RELOCATE (E) /'' FLOOR PLAN - SOUTH J DOWNSPOUT / ' DOWNSPOUT ' ' ' DOWNSPOUT _ N 12'-1" 1 12'-0" 12'-4" 13'--0" BUILT-IN BENCH 0 4' 8' 16' Scale 114" = 1'-0" .1 CASEWORK A\ Date March 3, 2017 L 'A302 FLOUR PLAN - SOUTH 1/4" = 1'-0" - - Sheet No. A111 NOTES THIS SHEET I di 1. EXISTING COMPOSITION SHINGLE ROOFING TO REMAIN WHERE dee a POSSIBLE. PATCH AND REPAIR ROOFING AS NEEDED WITH NEW architecture . inc SHINGLES TO MATCH EXISTING. 935 SE Alder Street : Portland Ore 2. CONTRACTOR TO TAKE CARE DURING CONSTRUCTION SO AS NOT TO tel 503 239 1987 fax 503 239 6558 gon 97214 deca-inc.com DAMAGE ROOFING, AND SHALL PATCH AND REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES 'SND ili?C' 3. PATCH AND REPAIR ANY HOLES OR PENETRATION LEFT BY ITEMS ,`\. REMOVED DURING DEMO WITH NEW MATERIALS TO MATCH EXISTING „.., 't)'j1ja '`N ,-' DAVID T. HYMAN 4. PAINT ALL ROOF VENTS, PIPES AND TERMINATIONS TO MATCH is.- 'Vs' ime -TN ADJACENT EXISTING ROOF SURFACE 0)- PORTLAND, 01 CON <," ' c: 5. RE-HANG GUTTERS TO ACCOMODATE ADJUSTED DOWNSPOUT i7 LOCATIONS. PROVIDE NEW GUTTER LENGTHS AND DOWNSPOUTS WHERE NEEDED TO ENSURE PROPER SLOPE, DRAINAGE AND MATCHING APPEARANCE. 6. VERIFY THAT EXISTING ATTIC IS ADEQUATELY VENTED. NOTIFY DURHAM TPS BUILDING ARCHITECT IF VENTS ARE FOUND TO BE MISSING, BLOCKED, OR REMODEL OTHERWISE COMPROMISED. CLEAN WATER SERVICES 16060 SW 85th Ave Tigard,OR 97224 Project#: 6788 1 Aft A401 A401 0 31'-8 1/2" ® 84'-4 1/2" ® 0 All 15123‘ 0 A401 LINE OF BLDG BELOW, TYP. I 0 % — — / — — 1 (N) CUSTOM SKYLIGHT 6'-3" bL \ 0 '1 / / / 1) -1 \ _ ----- :// I 1 0 \ ALIGN W/COLS /\ , tIN Allilk \ / \ 0- IA / / / \ ..- \ NEW LOUVERS AT A401ZO\ / \ \ , 1 / A0 . .,--'' / / MECHANICAL WELL Zs) \ / \ % , / & WALLS, SEE MEP / ,,. . \\ \ \ \ 0 :/t / 1 / -'' . :-. NEW ROOFTOP UNITS, SEE MECH 4 — - ---- \ 'i (E4'-O" \ ) MECH WELL\ I 7 , \ i 0 ;4- 1 ROOF HATCH (N) VENTS, SEE MECH ct- \, \ 7L- --1 I A612 r / . 0#7.--- . % ' \ \ 0 / \ \ RIDGE W•41/WWWW 1....." ,WWWW,4 •• • •• • •• •• 0 \(, ( • ••• 41,0 .41 •• • .414 • •,0 4041,640,* • • .11 !if ---\ S) \ \\ • 4141 • .41 • .40' 4114,..4^, .4- Akt•- -6- .6t•t4. _ . .404- .•4.••!•. A .",- C:j:) > iN 0 RIDGE -- -- // s;\ - -- ,---' / 1 / \\ \ \,,,,,, ,7,,, / va 1 1 „ RIDGE \ --,-- NEW ROOF HATCH = t' / 0 INSTALL NEW WALK PADS "C\J \ \ \ / b •\,. Q 4 , *\, 'eN • \ )7 (E)SFICNOGMLEPORSOIOTIFOINNG / \ ,,,,--- \ / \\L 9; 0 \ A ,, x\ _ _ \ _ _ ////// _ 0 E\ p EIRS:lls EeT Revision 3Doant7e \ „ 1 J _ \ MINN (E)M()VGEUTTDOEWRNSS, RPEOUHTASNGASAND MINI LINE OF BUILDING BELOW, TYP. NEEDED, SEE ELEVATIONS N e0 4' 8' 16' ROOF PLAN \--'I2 1/8” = 1'-0" ROOF PLAN Scale As indicated Date March 3, 2017 Sheet No. Al 20 NOTES THIS SHEET NOTES THIS SHEET LEGEND LEGEND 1. ALL CEILINGS TO BE TYPE C2, UNO 6. FOR FIXTURES IN EXPOSED WOOD CEILING AREAS, LOCATE ALL POWER SUPPLIES, TRANSFORMERS, BATTERY PACKS ETC. IN A (E) WOOD DECKING I 0 I STRIP LIGHTING 2. INSTALL NEW NFPA TYPE 13 SPRINKLERS THROUGHOUT BUILDING REMOTE LOCATION HIDDEN FROM VIEW C e C , AND LOCATE SPRINKLER HEADS TO AVOID CONFLICTS WITH architecture . I n c LIGHTING, MECHANICAL GRILLES AND OTHER ITEMS 7. AT EXPOSED WOOD CEILINGS, SUBMIT A RACEWAY ROUTING PLAN a RECESSED DOWNLIGHT '$::• ":-;_.,,:',,1-,E.,,,,-':,,..:,.,!.:1;;*:.::' N TO ARCHITECT FOR REVIEW PRIOR TO INSTALLING RACEWAYS ' •= ( ) GYPSUM BOARD 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc•corn 3. CENTER ALL CEILING ITEMS IN TILE OR SYMMETRICAL IN ROOM OR ::-.`+ " :•` SOFFIT, UNO 8. PROVIDE GYP SOFFIT WALLS AT CHANGES IN CEILING PLANE, UNO •.•_,-;.;•,.--_-,,,,.:- --.•-�°:,.::-:•, 0 PENDANT LIGHTING 4. LIGHTING IN ROWS OF 3 OR MORE FIXTURES TO BE SPACED 9. PROVIDE WINDOW COVERINGS AT ALL EXTERIOR WINDOWS, UNO (N) WOOD CEILING GRILLE . • PENDANT LINEAR LIGHTING ,4t1) A 9c EQUALLY, UNO 2919 v-_ DAVID T. HYMAN 5. COORDINATE LOCATIONS OF ALL CEILING MOUNTED DEVICES NOT SHOWN WITH ARCHITECT ACOUSTIC CEILING TILE Q I I WALL SCONCE LIGHTING �•l ' r� ' -j)- PORTLAND, Oi CON ~; 0 SURFACE MOUNTED DOWNLIGHT -/7 �� e OF 6 UNDERCABINET LINEAR LIGHTING DURHAM TPS BUILDING a ,n o TRACK LIGHTING REMODEL Q WALL SCONCE LIGHTING CLEAN WATER SERVICES 16060 SW 85th Ave lj'> SECURITY LIGHTING Tigard, OR 97224 Project#: 6788 0 31-8 1/2" 0 84'-4 1/2" CD 0 32' ID' ° _..__0111111 ` — _ - I \ \ `^J — — _jjj may :� 3 , , -.._...._...,y::...,-,':-...,.;•,.`• H v r -w //1111:),;;:,1 ! ,r• _ .. 0 �>f�0// 11 I -�■■■ i■■■■ ■■■/1 M■I w • _ — r !I _ _ •_ \\ \ 'c� 1.11 W , Ci) Cn zx., //I:4 j 1 • . .' 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AT EXPOSED WOOD CEILINGS, SUBMIT A RACEWAY ROUTING PLAN (N)(N) GYPUM BOARD TO ARCHITECT FOR REVIEW PRIOR TO INSTALLING RACEWAYS 935 935 SE Alder Street : Portland Oregon 97214 3. CENTER ALL CEILING ITEMS IN TILE OR SYMMETRICAL IN ROOM OR • PENDANT LIGHTING tel 503 239 1987 fax 503 239 6558 deca-inc.corn SOFFIT, UNO 8. PROVIDE GYP SOFFIT WALLS AT CHANGES IN CEILING PLANE, UNO ' (N) WOOD CEILING GRILLE \\'%-VJD 4. LIGHTING IN ROWS OF 3 OR MORE FIXTURES TO BE SPACED 9. PROVIDE WINDOW COVERINGS AT ALL EXTERIOR WINDOWS, UNO - . . PENDANT LINEAR LIGHTING A A - EQUALLY, UNO ...,,,,, 2919 , ..,,,\ 411% DAVID IHYMAN 'Cc:11-..; 5. 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'''im% -1;=:;•::',-:*i‘;;::;:: :1 :,; ii= ,:::-::':;::•, ;::-'::•:; ':'''''-,:.; :::1::: ;,,' -...1••=-.),.;%%•::-=': . -* ''""•:•-•-":i•:'?r, -`:•Y: i .I i ik 1 i.0.i.i i.17#1 IffillP 0 ..ddedillinik 1.WILOW 411 11. *WA \ \ Q\ ‘\\\'' \\N MENEMEM 111111 --:•.,ry,,',. :,..,7,,..-,.„4:W.f,:"-1-..::-; ;; :,:, . :';-,.:;;.';',.:,-•-:,.t;,C,:'j,' ''-::.:,:• :.4,7 -'', ...IRP;t:t CJI,WV,M'' ..-,:•-‘- -::.-:_-,:'V.:.:,:',.?2,:‘,: ..=.....- '_,:,,:;,"-.:.•:,%;,,,.;,p‘,.. rf :_:- •-.i._,.;,; I':-::',:''',. -2:1;`2":::::". :,4•:-;:';,:':::',;•_ -;-:- :'-; ALIGN CLNG LDGE W/ RELITE \,. . :411" "pw.:.,-..> ,,r-- , ..,-1,-•:•:_:-.- •,_::,.•..-:,.:=.,.7,!-•.••.,--..',,:;,,,..•--,1-•-::- - ,.:.•,!, ,:::::138,f:,:: .,,,-.•,•-•:.-'•,-..', :,_:-1.:- .,':i:•:',.'- .-:.::,-':='-,...t: `i',;,.r:::;':; .'''.:"" -;':• -:t:' ,I.,:t.,:-!,,,,:-: .,:,, _:-,::,,,,:: -', 4.''. ' 2'j..'''''. } WWII Nrct Mir 4.1.- / ' ',. 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GYP SOFFIT R: _. _ _. .1"uuri- hoir-ir-07431,UNDERCAB LIGHTING, TYP W.' 41 11.111111111111111 rei mom= L 0 I 0 EN 101 a ,0, it., rom......mmimardimimm.........to===........ei rtif==--- -linatimmisiir- 0 1 • • ## Issue Revision Date = z 1104P S.* 0 ilf ... NM . _.1,. PERMIT SET 3/3/17 ="4,11 milM1111111111111111111= 111111111•111•1 I== .INIIMIIIIINIff 10111,11 ..=..iiiimilimmirmiiimi. 1. loy i='-3 0 4001(10# . ii / • *V /// . 1.____ • ' / • • / ° ra 0 I I RECEPTION ...._. --- ...._. 4.AK OS OFFICE 1 IP III • WORK/HOTELING - _..., _ \ / I \ /IIIIIE 4 \ / \ / .M.M•M.. ONI MS.1 1111111MWMINIamMIMINV =" ""' P eject R ge ' 115 112 / / / - / \ i / \ / \ / \ ==d-- coore, - .tor doe .s S - loll loll. i • . . . -. it____ mumi , rommoimiwz=u-mr "--- INNIMPi. 2 / 1 1111 III IIII - 4____ / .... iy, 0 .. .. ...., , I==---.• ...=1 =I- ,4„i 11=.I u=mar.... 11 lig - - _ REFLECTED CEILING PLAN - SOUTH 1 - NEW WOOD CEILING GRILLE N Scale 1/4" = 1-0"(ID LINEAR DIFFUSER, SEE HVAC March 3, 2017 (.-, REFLECTED CEILING PLAN - SOUTH --i SH-1 WINDOW COVERINGS A F WINDOWS, UNO 1/4" = I-0" Date Sheet No. A211 a Q d 2 d 1 A612 SIM A401 A401 A401 NEW SKYLIGHT d e c a LOUVERS s @ LOUVER LOV (E) architecture . 111 C NEW DOWNSPOUT, RE-HANG GUTTER 14110./ / W(N)ALL, TYP SEEIN MECH(E) A613 WALL(N), TYP USEEERS MECH IN I I 935 SE Alder Street : Portland Oregon 97214 AND MOVE TO LOCATION SHOWN (E) FASICA AND GUTTER, PTD tel 503 239 1987 fa503 239 6558 deca-inc.com , / C �.,,�? 2919 �/� L _ J DAVID T. LAYMAN CA :Ii;g43.4n.klIOL 7 (_ 1 3" - _ r' :(�' :..0 :s :. '4i -3 - -mo liei/ :.;::,:'.�.::.:» 0 0 0 / 1€.. 0 0 0 0 / v 0 / / \ / 0 0 0 0 / 0 / / ` / 0 n ,:. : / . f 0 / / l I Imo/ tf_ PORTLAND, O ' GON --, C / l > ; .11' "�`^v�V'Y ( C 4 _i, / 0 \\,,,/ 0 1 \ . . , . N, /1 _ ' 3 1 I t i . : I II EQ, EQ. EQ. EQ. EQ, FIRE DEPT KEY BOX NEW FIBER CEMENT . r . i NEW WOOD FURRING AT EXISTING PANEL CLADDING (N) ALUMINUM (E) CLADDING & TRIM P-25 STEEL COLUMNS, P-23 TYP (E) CLADDING (E) CLADDING (E) WINDOWS DURHAM TPS BUILDING NEW WALL INFILL, SEE REMODEL NEW ALUMINUM STOREFRONT STOREFRONT WINDOW & TRIM P-25 & TRIM P-20 PLAN. CLADDING TO SYSTEM, SEE ELV REMOVE (E) LOUVER AND (E) CLADDING MATCH EXISTING WINDOW SYSTEM, TYP. INFILL WALL TO MATCH (E) CLEAN WATER SERVICES EXTERIOR ELEVATION - EAST 16060 SW 85th Ave / 1/8" = V-0" Tigard,OR 97224 (E) BEAMS 2 2 0O 0 Project#: 6788 Allh SIM ALUMINUM STOREFRONT I (E) ROOF DECK A612 WINDOW SYSTEM :> / / IFIBER CEMENT (N) FIBER CEMENT / > < I I I ' illE> :- �-_ �H< (N) FIBER CEMENT PANELCLADDING � / mili 3 (E) FASCIA, PTD CLADDINGIMI 111,11 Si###� :--�:::;:� MTL CLOSURE PANEL TO ......„...- 14 ii!il>i>' : sS PANEL CLADDING �i;sii> � 4 1CH WINDOW SYSTEM A613 Ir CLADDING `• II (E)FI STOREFRONT WINDOW SYSTEM „ ALUMINUM F CLADDING \C > CTG I REFR p ....m.... F \.. c' WINDOW SYSTEMG .4._ CTG I 1 /� I (N) METAL PANEL (N) METAL PANEL CLADDING CLADDING (E) CLADDING, PTD Q ELEVATION - ENTRY SOUTH ELEVATION - ENTRY SOUTH 2 ELEVATION N - ENTRY SOUTH 3 r ELEVATION - ENTRY ELEVATION 7 ELEVATION 8 ELEVATION - SOUTH 2 1/8" O3 1/8" 1 8O6BO8O81O 0 0 F r 1 NEW ALUMINUM STOREFRONT WINDOW, SEE PLAN I I i 0 K`� 0 0 t% �� E / , ` I I (N) WALL INFILL & DOOR, SEE EXISTING WINDOWS PLAN. CLADDING TO MATCH EXISTING LEGEND NOTES THIS SHEET (E) WD CLADDING OR (N) WD CLADDING 1. ALL EXISTING PAINTED SURFACES TO BE RE-PAINTED, TYP EXTERIOR ELEVATION - NORTH INSTALLED TO MATCH (E) -ALL EXISTING CLADDING AND TRIM TO BE P-20, UNO 1/8 = 1-0" -ALL EXISTING FASCIAS TO BE P-21, UNO -ALL EXISTING SOFFITS AND BEAMS TO BE P-24, UNO Issue Revision Date (N) MIL PANEL CLADDING -DOWNSPOUTS / GUTTERS PAINTED TO MATCH ADJACENT, UNO PERMIT SET 3/3/17 2. SEE DETAIL 1/A611 FOR TYPICAL OPENING FLASHING SEQUENCE AND (N) FIBER CEMENT CLADDING COMPONENTS 3. WHERE EXISTING WOOD CLADDING IS SHOWN ON NEW WALLS, ,; .:_::,;__,:,,`*, (N) FIBER CEMENT CLADDING -ACCENT COLOR RftinTHE CLADDING IS TO BE SALVAGED FROM DEMOLISHED WALLS OR INSTALLED WITH NEW MATERIALS TO MATCH EXISTING 3. PROVIDE NEW WRB SYSTEM AND FLASHINGS AT ALL AREAS OF NEW CLADDING, TYP 4. RELOCATE EXISTING DOWNSPOUTS AS NEEDED TO ACCOMMODATE NEW WORK AND AVOID DOWNSPOUTS OBSTRUCTING WINDOWS. CONNECT DOWNSPOUTS TO EXISTING STORM DRAIN SYSTEM. 5. CLADDING MATERIALS EXTEND TO ROOF DECKING WHERE OBSCURED BY THE FASCIA IN THESE ELEVATIONS, UNO. REFERENCE SECTIONS FOR MORE INFO, CUT PANELS AROUND EXTERIOR ELEVATIONS EXISTING BEAMS. 6. FIBER CEMENT PANEL WIDTHS TO BE EQUAL SIZE OVER PANEL Scale 1/8" _ l'-O" RUN SHOWN BETWEEN WINDOWS, UNO. SUBMIT ELEVATION SHOP DRAWINGS FOR REVIEW. Date March 3, 2017 7. ALL EXTERIOR VERTICAL CONCRETE SURFACES TO RECEIVE Sheet No. TRANSPARENT WATER REPELLENT AND GRAFFITI COATING A301 REMOVE AND REINSTALL AI I • - CLADDING AS NEEDED TO FRAME (1`� NEW WINDOW OPENINGS 1 4 �2�(E) WALL 2 © $ A401 A401 a e c a A401 A611 A611 `i FASCIA OMITTED FOR CLARITY (E) COMP SHINGLE ROOFING, arch 1 t e c t u r e . 1 ri c PATCH AND REPAIR AS NEEDED IOV . 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com (E) STL COLUMN, PTD ,---"----- 4 li,, I ,.:,:,,,„,.:„,:„.,,,„.„„:„, A— I f I / 1 .1 I I I J I j. I L--:� � � 919 ti. z ,,,,,ADI I MOMi / / / DAVID T HYMAN r NEW METAL PANEL / c� I E r / E E / F / E / E E E E / / �/ / / / CO E / / / � � � fir' ai \ �"'s'�iiii''s'i?;3i?i%s>` €'s'�i \ � V\ � V V \ / CLADDING AT PATI WALLS I \ C D G O �\ N � 3 _ A612 = — — — — 11 t�PORTLAND, 0 GON 74-----s‘ 1 I r .. i \ "\ I 1' I L_ 1 I, OF (N) ALUMINUM STOREFRONT NEW FIBER CEMENT CLADDING, ACCENT COLOR EXISTING CLADDING, P-20, UNO NEW DOWNSPOUTS AT NEW (N) ALUMINUM STOREFRONT PATIO AND WALL IN I WINDOW SYSTEM, TYP. WALL, TYP. ADJUST GUTTERS NEW METAL CLADDING 2 TYP WINDOW SYSTEM TYP. FRONT, SEE SITE PLAN AS NEEDED FOR NEW A612 DURHAM TPS BUILDING DOWNSPOUT LOCATIONS NEW FIBER CEMENT CLADDING REMODEL 1 EXTERIOR ELEVATION -WEST CLEAN WATER SERVICES '1/8" - 1'-0" 16060 SW 85th Ave NEW METAL PANEL 1 Tigard,OR 97224 Project#: 6788 5 E LINE OF SOFFIT ABOVE • CLADDING ALUMINUM STOREFRONT I SIM 7 WINDOW SYSTEMI A613 I A613/ LINE OF FASICA IN FRONT _..... ,1 ,1ftimk..... ....111MEMI or itliba""�,I '1111111111 NEW FIBER CEMENT c _ E I = SMIIIIIIMINIMMINIM aiMilMNMNMMMMMI PANEL CLADDING I /11 ® �I • (, (, LOUVER, SEE MECH DOWNSPOUT ',,leamiumioni , o �/ � 1 0 A613 11:) NEW FIBER " — — , I CEMENT CLADDING I I NEW METAL PANEL / LINE OF EQUIPMENT SCREEN CLADDING NEW METAL PANEL EQ. EQ EQ CLADDING IN FRONT, SEE SITE PLAN Q EXTERIOR ELEVATION - SOUtH 2 ELEVATION - PATIO 3 ELEVATION - PATIO 1/$ - 1 -0 1/8" = 1'-0" 1/8" = 1'-0" LEGEND NOTES THIS SHEET (E) WD CLADDING OR (N) WD CLADDING 1 . ALL EXISTING PAINTED SURFACES TO BE RE-PAINTED, TYP INSTALLED TO MATCH (E) -ALL EXISTING CLADDING AND TRIM TO BE P-20, UNO -ALL EXISTING FASCIAS TO BE P-21, UNO Issue Revision Date -ALL EXISTING SOFFITS AND BEAMS TO BE P-24, UNO PERMIT SET 3/3/17 ' (N) MTL PANEL CLADDING -DOWNSPOUTS / GUTTERS PAINTED TO MATCH ADJACENT, UNO 2. SEE DETAIL 1/A611 FOR TYPICAL OPENING FLASHING SEQUENCE AND (N) FIBER CEMENT CLADDING COMPONENTS 3. WHERE EXISTING WOOD CLADDING IS SHOWN ON NEW WALLS, (N) FIBER CEMENT CLADDING -ACCENT COLOR THE CLADDINGI IS TO BE SALVAGED FROM DEMOLISHED HED WALL S OR INSTALLED WITH NEW MATERIALST O MATCH EXISTING 3. PROVIDE NEW WRB SYSTEM AND FLASHINGS AT ALL AREAS OF NEW CLADDING, TYP 4. RELOCATE EXISTING DOWNSPOUTS AS NEEDED TO ACCOMMODATE NEW WORK AND AVOID DOWNSPOUTS OBSTRUCTING WINDOWS. CONNECT DOWNSPOUTS TO EXISTING STORM DRAIN SYSTEM. 5. CLADDING MATERIALS EXTEND TO ROOF DECKING WHERE OBSCURED BY THE FASCIA IN THESE , UNO. REFERENCE SECTIONS FOR MORE INFO, CUTIONSPANELS AROUND EXTERIOR ELEVATIONS EXISTING BEAMS. 6. FIBER CEMENT PANEL WIDTHS TO BE EQUAL SIZE OVER PANEL Scale 1/8" = 1'-0" RUN SHOWN BETWEEN WINDOWS, UNO. SUBMIT ELEVATION Date March 3, 2017 SHOP DRAWINGS FOR REVIEW. 7. ALL EXTERIOR VERTICAL CONCRETE SURFACES TO RECEIVE Sheet No. i\3 0 2 TRANSPARENT WATER REPELLENT AND GRAFFITI COATING ADD RIGID INSUL, FRAMING AND (2) NOTES THIS SHEET LAYERS GYP OVER RSIC CLIPS BELOW ROOF WELL FLOOR, TYP. SEE DETAIL CONDENSING UNITS, SEE MECH _ 1. REFERENCE FLOOR PLANS AND REFLECTED CEILING PLANS FOR PROVIDE GYP SOFFIT WALLS AT ALL O C F ASSEMBLY TYPES d e c a CHANGES IN CEILING PLANE, UNO. ADD (2) LAYERS GYP ON RSIC arch 1 t e c t u r e . 1 n c FRAME AND BRACE AS NEEDED CLIPS AT ALL SIDES OF ROOF WELL WALLS, TYP. SEE DETAIL I 935 sE Amer Street : Portland Oregon 97214 (E) BEAM tel 503 239 1987 fax 503 239 6558 deca-inc.cam Irnietiw EXTEND EXISTING OFFICE WALLS TO B.O. DECK ABOVE, TYP — r _ - _ %" \YAD 1L c, 4�,..'' I I I I I I (N) CEILING, SEE RCP ,'� 2919 ,-',..„. .i I I if GYP. CEILING OVER BOTTOM J I 1a. --� A601 TYP. "�•""„►� oav,a.� lav OF BEAMS, SEE RCP ^ .•'-• , �� GYP. CEILING OVER BOTTOM _ OF BEAMS, SEE RCPdam PORTLAND, o ooN �� _i ' OF 441*1 i 1lI WORK I I ' OFFICE AREA OFFICE DURHAM TPS BUILDING 126 129 120 I I REMODEL I i I ` c2....)1sT 1CLEAN WATER SERVICES 16060 SW 85thAve Tigard,OR97224 100 0 I — i i _ — — —. .,_„ , _ ! 1 1— �- 1 I 1 — —I 1--1 — 1 — 1 - - i,+ .'° ,+..i I _ Project#: 6788 I I I 1 1 i i i III III III III III III III III III 1 1 1 III III III III III III III III III III III III III III III III I I 1 1 1 I I I I I BUILDING SECTION 1 J 1/4" = 1'-0" 0 © E G F I I „ „ , _.,.„ ,„. ,_ SUSPENSION CABLES AND BRACING AS REQ'D ! - l .. , . EXISTING BEAMS AND DECKINGr----- I I , ‘ 0 0 0_.0._0,0 ••• •.1. 0 0 •0•--...-'..1. 1'..---•...1.%%''' %'%ii 1 . . _ .4 .0� I ,.. , , . ... • 8 I I �. I t(_ n L..' A603 • I ______________ j -- . . t ( _ ,....,I CEILING CLOUD, SEE RCP II I I I I , LIBRARY HALL OFFICE CONFERENCE BREAK 136 111 116 I I ROOM HALL KITCHEN ROOM I I 102 103 108 107 A612 1S ' LLA 1 SS -i i- • ',` . iii - I . i i' ` ` .iii ( i i i) i i ( s 1 1 1 ---1 A i 1 ( '' 1 :- i ‘k l i i i 1 1 G- 100-0 , _ - 100-0 I-1 .. - I 1 I - I- I I I I I -1 ff 11 = I -_ ' ) _ _ I - I I - =1 I 1 I 1 -•- 1 1 --_ 1 ( ( ( I 1 - I ( 1 � i i I 1 I I I I I I I I I I 1 11 1 1 1 1 1 1 1 I I I I I I I I I i I I 11 I 1 I I 11 1 1 I , 1 1 1 1 1 1 I 11 1 I I I I i 11 I I I I I I BUILDING SECTION 2 BUILDING SECTION 3 'Ll- 11/4" = 1'-0" 1/4" = 1-0" F DUCT WORK, SEE MECHANICAL Issue Revision Date 1 _ EXISTING BEAMS PERMIT SET 3/3/17 AND DECKING �+ C NEW WOOD CEILING iirr 010.11 . ACOUSTIC INSUL �' SEE EAM,RUC AT OPEN SOFFIT _ e I�``� l Ne"—_-1 I � L A602 2 )%." -- >% I LOBBY RECEPTION A613 101 110 PARTIAL HEIGHT WALL AND [] COUNTER, SEE DTLS -- r3IIIBUILDING SECTIONS A613R II _ _ 1ST Scale • As indicated 100'-011 I -_ - I I - I I1j Ilia, 1 — —I I1 - : I I � , II II 1 I _ I I — -'- „ _ Date March 3, 2017 I I I I -I I I ( I 11 1 - 1 1 ! f 1 1 1 1 I i l__-., -.._ I -Bl71LDNG; SEL N 4 1/4" I-0"" Sheet No. Al.0 1 a CT-1 WAINSCOT CT-1 WAINSCOT COAT HOOK LIGHTING, SEE ELEC d @ C ' FIBERGLASS BOBRICK B-682 7 TRANSFER SHOWER �� —�- MIRROR arChiecure . luC 1 I i��ai�i�i \ � I CT-1 WAINSCOT �� \ 435 SE Alder Street : Portland Oregon 97214 1111111 CONTROL ZONE ��■��■ \ FIBERGLASS ADA tel 503 239 1987 fax 503 239 6558 deca-inc.com �� GRAB BARS GRAB BAS " : \ ST-1 COUNTER, BACK f / TRANSFER SHOWER M�..��■�`�r \ & SIDE SPLASHES & �EEEEEE ST-1 SIDE SPLASH \\.., A - N//// . :=■■■=immunim =r'=ru N VALAN C E .1- IM=1111111111111111=M11111/11•11•1111111i i,- \ ° 2,,, OFOI BENCH �Emb��umr - e 3 '� // 1 �' - I.c 0_ 2919 m�E�Eom mom / o �' GRAB BARS .m ■■.�r�r— —■■ r– — — — ��l I■ / . `. DAVID T. HYMAN C� ► E..: �` / l ♦f ' \\' - —� ' ♦ /(i-Th 60 :;cam CT-2 BASE CT-2 BASE, OFCI TPH _ CT-2 TILE BASE, • zn PORTLAND, 01 HON BULLNOSE AT GYP SE, BULLNOSE BULLNOSE AT GYP AT GYP '1 AT � BATHROOM OF CO 2 4O4O 138 - EAST BATHROOM 138 - SOUTH BATHROOM4 138 -WEST BATHROOM O THROOM 138 - NORTH 4O DURHAM TPS BUILDING REMODEL CLEAN WATER SERVICES FIRE FIRE 16060 SW 85th Ave EXTINGUISHE EXTINGUISHE Tigard,OR 97224 R R UNIT WEIGHT UNIT WEIGHT LESS MORE THAN 40 THAN 401 RS ♦ LBS Project#: 6788 0 iiii SCD PTD \ \ II � o ,..=:::. GB --N— NR FECz0 g TPNHg M g + 1- z a M o b nr d' Z ♦ d M co FEC ♦ ♦ 1. \ \ ♦ 1. ♦ \ \ 39"-41" CENTE s n GB-3 àIIN 17"MIN R 27° MAX ' '` V M I RRO CONTROL ZONE I f / (-12"MAX 42" MIN MIRROR -�� R I' 0OVER \E \ ` . \\ ♦ \\\\* ♦ 36" MAX MIN MIN BOTTOM OF MIRROR SINK MR - c a - = e 3 GB-1 © v EJ - GB-2 I T ` ♦ GB-2 GB-1 Y ♦ 6 b ♦ 6 i –,�[• KNEE CLEARAN E Lr z z z �d v - ' TPH z M a, _ M 0 \--r 0 M \\ M 5, v) th Ol " d- "tt�3 r) �- W I` ♦ ! ♦ \ ' \ \ \ �� \ ♦ \ ♦ \ ♦ \ ADA ROLL-IN SHOWER ADA ROLL-IN SHOWER WITH-OUT SEAT WITH SEAT ADA WATER CLOSETS ADA WATER CLOSETS ADA LAVATORIES TOE CLEARANCE STANDARD 8" MIN- 6" MAX TYPICAL MOUNTING HEIGHTS \-`!--1 3/8" = I-0" Issue Revision Date PERMIT SET 3/3/17 INTERIOR ELEVATIONS Scale As indicated Date March 3, 2017 Sheet No. A501 I di EXISTING WOOD DECKING / SUPPLY GRILLE, GYP SOFFIT WALL EXPOSED TO VIEW, SEE RCP d e c a SEEMARKEREMCH ABOVE, SEE RCP architecture . inc 935 SE Alder Street : Portland Oregon 97214 ELEC & DATA, SEE MEP tel 503 239 1987 fax 503 239 6558 deca-inc.com NEW WINDOWS, SEE ELEVATIONS $'-0' w ♦ FWP-1 WALL PANELS $'-0" BOARD y y w w t t NEW DOOR AND ��13D `��''�, ♦ / w . RELITE �� 2919 /) (N) MARKER BOARD :':': /i �i �i ii .'. .':'. .. .:;. :.:. . DIGITAL DISPLAY, OFCINI: C-D FWP-1 WALL PANELS DAVID T. HYMaN .:...:.........:.:.:..... b ST-1 COUNTER o \ ' 0 0 ) th PORTLAND, 0i GON ♦ �_ w w / / � � �-� \ .��\ iceOF\ '\r < >< >< > fV CV CV N 7 \ .7 \ CV / \/ ,..._../ \... / SCHEDULED BASE 3 WD-1 CABINET FACES DURHAM TPS BUILDING SCHEDULED BASE A604 SIMN°\)\ SCHEDULED BASE SCHEDULED BASE REMODEL ® CONF./4" = 106 - EAST'-0" 1ONF./4" = IROOOM 106 - SOUTH O CONF.IR'-OOM 106 -WEST 0 1ONE.1RaOM 106 - NORTH -- CLEAN WATER SERVICES 16060 SW 85th Ave Tigard,OR 97224 Project#: 6788 (E) WOOD DECKING AND (E) WOOD DECKING (E)WOOD BEAMS AND (E) BEAMS BEAMS TO BE AND BEAMS TO BE DECKING TO BE EXPOSED AND DEOCK NG TO 11(.7 - EXPOSED EXPOSED BE EXPOSED CEILING CLOUD, 1 - , _ _Z ` I SEE RCP ,N f ( CENTER MARKER `� � . FWP-1 — SUPPLY GRILLES, BOARD ON CREDENZA SEE MEP -ALIGN W/ OPP. WALL FWP-1 .:.:.:.::':I:':.:.:.:.:.:.:.:.: ::,; :.: :.:.:: :.:.:: :.:.:.:.:.:.:':I:':::':- CLNG CLOUD :::.:.::.:.: :::_:....':I:..........:...,.:. ........:.......-.....-....._....._.:....:I.; :': ; �/— LINE OF DROP-DOWN :-:-: : 8'-0, y ..... :'j- I PROJECTOR SCREEN, 1 I 1 .............. :':':': :-:I:'::':':'::':':': :':':':':':':':':':':::':'::':':::':':L' ::.:': SEE RCP w ` MARKER BOARD ./ �i /r. /i :.:..:.:.:.:.: :.:.::.::':I:.:.:.:.:':.:.:.:.: :_:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:. FWP-1 WALL PANELS . .. . . :: : :: : : : :: :. . . .... . I: : : ST-1 COUNTER • ) BENCH, SEE PLAN , / u u i 1 I >> V V N. V \ > C° < >< >< > .` �° N iv \v/ \"......./� \ - WD-1 CABINET FACES ,///// N � CUSHION TOP WD-1 BENCH FACE \ SCHEDULED s \ \ WD-1 BENCH SLATS A604 AT BENCH A604 SIM SCHEDULED BASE MARKER BOARD WALL SCHEDULED BASE BASE 0 CONF. ROOM 102 - EAST 6 CONF.1/4" = IROOOM 102 - SOUTH 0 1/4" = IO ONF. ROOM 102 -WEST 8 CONF. ROOM 102 - NORTH 1/4" = I (E)WOOD BEAMS (E) WOOD DECKING 3 ____________ [ • .... (29 1'-6" /72'-3" CONTINUE WCG-1 FASCIA ALONG WALL HM FRAME RELITE WINDOW .......................... • �.,.,.,.�.�.,.�.,.,.�**ill.* W/ SLIDING G LASS PANEL \ /// ••••••iiii•iii%%%%%%%%%%%%%%%i• \\ // %%%%��%%io%�%i%%%%%%%%%%%i� AND LOCK; L . 60 wX30 h N / WOOD CLNG ��:•••••:;:;:;:••••••;:;:•••.;:•••••••• \ / •:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:••• \ z SYSTEM FASCIA ..•...........•.....••.....•.... •.•....•.......•...•............ 1x6 T&G CVG FIR Issue Revision Date • • \\ // • iiiiiii•iiiiii i •iiiiiii�•i�iii0� \\ // •ii i iii iiiiiiiii%%%%��%%%%%%ice CLADDING W!V-GROOVE PERMIT SET 3/3/17 \ ,,' ! •: :::::i�:�`i�:�'• :�:�:i�:�:�• :'��:•i'•'i: OPEN ••••••••••••••••••••••••••••••� '��: •••:� •••••••••� JOINT, STAIN AND SEAL / / OPEN 3 s . \/ . •. •• .•.. .•. ............. / , ST-1 FURNITURE, SEE PLAN ►••:•:•:•:•••:•:•:•: �J WATER & DRAIN FOR COFFEE diAk 2 AIM MAKER, SEE MEP COORD - A604 SINK, SEE PLAN A604 LOCATION W/OFCI EQUIPMENT A603 I deca architecture . Inc PL-1, TYP. 935 SE Alder Street : Portland Oregon 97214 �� --- , ME PL-1 OPEN tel 503 239 1987 fax 503 239 6558 deca-inc.com PL-1 / / I N / N — I 3 SHELVING ilI 11111111/1 A604 i? iN 111111111-1jj Z9 ST-1 ST-1 .11.1111111.11 ST-1 ( ' ST-1r .. \ «� ,,,i'.? 2919 ��i 1 L J IMIIIIIIIIIIr I / . . - rallIMIL951.1 ! • '""` DAVID T. HYMAN °' ic,' IIIIIIM ritillill PL-1 / 7N N'/ N / iiii PL-1, TYPNv � N PL 1 -CIS- PORTLAND, 01 DON -- r� N. I ffi I! 1 .. r"' 1 N �� .-' 3 FULL HEIGHT PULL- REFER 0 PL-1 AM � , Q � OUT DRAWERS FOR A604 SCHEDULED BASE A604 0F A604 TRASH & RECYCLING SCHEDULED BASE KITCHEN 108 - EAST KITCHEN 108 -SOUTH KITCHEN 108 -WEST (q) KITCHEN 108 - NORTH 1 1/4" = 1'-0" � 1/4" = 1'-O" � 1/4" = 1'-0" 1/4" = 1-0" DURHAM TPS BUILDING REMODEL CLEAN WATER SERVICES 16060 SW 85th Ave RESTROOM SIGNAGE, WC-1 Tigard,OR 97224 P-16 AT STEEL COLUMNS SEE DETAILS J \ 7/ 1 \ Project#: 6788 \ \ / \ / \ N/ i ••4141• 41.•44•41•• •••44••44••••41 .• ••• \••.•••4141••• ••• 44••44 •44••444• •••\ / \ / / / / ••4444.44.44••O.44•••••••••••Q••44••••44••••••SS*••••••••••• \ \ \ / / / / iiiia•iiiiiii•iiiiiii•i S. \ \ `OPEN' OPEN / 7 7 ❖: _ a deca architecture Inc 935 SE Alder Street : Portland Oregon 97214 • tel 503 239 1987 fax 503 239 6558 deca-inc.corn 000 01 AS> - DAVID T. HYMAN ..1r11 -(JD- PORTLAND, 01 CON 07 s ' NEW RELITE, DOOR & '-4" SOFFIT WITH 1FRAME, SEE PLAN • RECESSED DISPLAY , DURHAM TPS BUILDING LIGHTING, SEE RCP REMODEL ---. MTL-1, SLAT WALL, CLEAN WATER SERVICES SCHEDULE 16060 SW 85th Ave NEW DISPLAY 0 1 \ 0 1 • Tigard,OR 97224 /\ 7\ • CASEWORK, SEE DTL , , \/ / \/ \/ . = i Project It: 6788 4 / 1../ A604 \ SCHEDULED BASE (-,-) AWARDS DISPLAY 101 - SOUTH (7-n WORK AREA 129 -WEST -`--)- 1/4" = I-0" 2-) 1/4" = I-0" • Issue Revision Date PERMIT SET 3/3/17 INTERIOR ELEVATIONS Scale 1/4" = I-0" Date March 3, 2017 Sheet No. A504 WALL ASSEMBLY WELDED STEEL REF. PLAN _ 2" GLAZING 2" FRAME , 2�� ,_ WALL ASSEMBLY, (E) WOOD DECKINGI d CV REF. PLAN deca ,. architecture . lI1G' W \\ W .'41 �. 935 SE Alder Street : Portland Oregon 97214 Lel 503 239 1987 fax 503 239 6558 data-inc.com Q 411 Q �1 44 ) / \ r 2919 L1J 11.1 f ♦ ♦ - a= DAVID T. HYMAN N Lo L76 Il „.„,,, ...,_ --;.•,‘ s • r r ACOUSTI NON-HARDENING ° PORTLAND, C� CON ` �' �` BOTH SIDES ,-/7 CV N • GLAZING STOP SCHEDULED DOOR - / • _ Z _ OF OQ DURHAM TPS BUILDING WELDED FRAME REMODEL RELITE JAMB RELITE / DOOR JAMB DOOR JAMB / HEAD = _ ACOUSTIC NON-HARDENING CLEAN WATER SERVICES 1. -_ SEALANT AROUND ANY -r- PENETRATIONS 16060 SW 85th Ave Tigard,OR 97224 GLAZING GLAZING STOP Project#: 6788 4 1 1/2" , 1 112" WELDED STEEL FRAME , 7 _ .- GYP BOARD 4 iI , h - - _#,Z C•1 _ - SCHEDULED BASE r = _ — -I _ G -1'- a j.r • _'4 h' t J — 1/2" - : /,--1/2" CONTINUOUS BEAD OF ♦_ = . r, -- ACOUSTIC NON-HARDENING - _ SEALANT BOTH SIDES WALL ASSEMBLY, REFERENCE PLAN N ra a 4� s SCHEDULED BASE AND FLOOR FINISH '-• d ' a, '- 4 frit' _ _ _ _ _I ) —( L 7 • -4 _ ` ' .�-: . = .. , . ,. � - •' s� d- FLOOR SLAB VV/ 'd'. . ' • SCHEDULED FINISH 4 d ♦ • • d0 1SECTION - INTERIOR WALL HEAD/BASE 6" = 1'-0" CONTINUOUS BEAD OF ACOUSTIC NON-HARDENING RELITE SILL SEALANT BOTH SIDES SECTION - STEEL FRAME DETAILS 6" = 1-0" . • (E) BATT INSULATION, FILL ANY (E) ROOFING, DECKING AND EMPTY STUD CAVITIES FOUND WITH RIGID INSULATION �- NEW BATT INSULATION • ADD 4" OF EPS RIGID =� I -• INSULATION (R-11+) TIGHT TO _- BOTTOM OF ROOF DECK �� ❖ $*,$❖.❖.❖:❖. (2) LAYER 5/8" GYP INSTALLED "-"" ONeN Issue Revision Date ........ ...... .. .....7.....3..77. n " ••��•�•••••��•��•��"T.�• OVER 7/8 HAT CHANNELS @ 16 •— O.C. MOUNTED TO RSIC CLIPS PERMIT SET 3/3/17 VAPOR BARRIER 2x6 FRAMING @ 16" O.C. A--- : (2) LAYER 5/8" GYP INSTALLED \\ OVER 7/8" HAT CHANNELS @ 16" O.C. MOUNTED TO RSIC CLIPS ACOUSTIC SEALANT ACOUSTIC SEALANT (E) BEAM 3 O SECTION - ROOF WELL FURRING 1 1/2" = 1'-0" DETAILS - INTERIOR Scale As indicated Date March 3, 2017 Sheet No. A601 STANDARD B RAC NC FRAM-1E NOTES: a DE-AIL FOR SJSPENDED C E _INCS 1 . PROVIDE 2" V N HOR Z. FLANGE A- PER VEER CLOSE RE A\G-_S. deca PR--AGI\ __R-D R CID S ;RJ 2. A--AC - CRD TO -WO ADJAC EN- WALLS A- SLAY WIRE - LOCATIONS 3. SDLAY WRE CONVECTIONS P IONS TO SLORT 200 _BS architecture . ine DOSITIV_LY ATTA-C - ED TO S., SJ=\SIOX L. HEAVY Do TY (HD) T- BAR SYST-`1 S- ALL BE cSED. 9355EAIde1St7fax ortlandflregon97214 tel 503 239 1987 fax 5fl3 234 6558 deca-inc.com SYS M AND S-R,JCT_ R - ABOVE. VAIN RUNNERS 0 .ilD `�'0, CROSS R..N NIERS �`� 2919 , ___\ N--------->10111100- �--� "` DAVID T. HYMN 12 GA. SPLAY WIRES © 12' - ` 5° \1AX. iiii/' L \ - OE WALL _,1N 0.C . I\ 1- 1 -\ _ OF EA. \� /► S- SVIC B RAC NC, SEES �`� R. \\ _R / \------- ENLARC`V=N T OF 6 z-5° :X 0 10011110 .11P4 -111 ��'./ DURHAM TPS BUILDING - — _ — -� 111 �� '' ,� ,,,,.r REMODEL N I\. of 4 TIG- T .. �\ 1,,,�1 ��1 , , _�,,I ,I1O 1111 ,/ ,, WI --- 1\ 1 2 Y L j° ��A X is, los& D' 'C) CLEAN WATER SERVICES 2?7 VAX. �A X � IPP. 11111 : 111,i ° 16060 SW 85th Ave v 5 MAX. 0' Tigard,OR 97224 . )-- rf `� � 2 GA. VER ICA_ WIRES 0 7 CROSS RUNNER :0..T ---- � L' O.C . %�� Project#: 6788 MAN R- \ \ER C - _ AC GRID S - SV C BRAC \ C D - IAL CI L \ C CRD B RAC I \ C _AYO , T PLA \ OSUSPENDED CEILING BRACING 6" = 1-0" ::-: Ilk ',• ----1.---------- GYP. DD WHERE OCCU 2 fm,i 6" X: 22 GA. STRAP AT STUD WALLS 8 GA. GALV. STEEL WIRE HANGERS COMPRESSION STRUTS: STEEL SECTION W/ L/R K / FASTEN TO RUNNERS 'V1 MIN. 0= RATIO OF 200 MAX. ATTACH TO vAIN RUNNERS W/ ATTACH WALL ANGLE W/ 1 1/4" TYPE / 3 TIGHT TURNS WITHIN 1 1/2", TY3, 1/4" BOLT & TO STRUCTURE W/ 3/16" POWER S OVAL HEAD SCREWS AT 32" 0.C . DRIVEN STUD. STRUT SHALL NOT REPLACE -ANGER WIRE 1'-4 5!8" -• AT STUD WALLS (2 SCREWS WHERE 2 2x4 FRAMING @ 16" O.G. Wi2x4 KICKERS 24" O.C. LAYERS OF GYP. BD. OCCURS), AND SEE DETAILS FOR ACOUSTIC INSULATION = -"•:- Z - T ,,, „ - 2, 41 C. SHO IN ANCHORS HORS L H ,TI DN / P8 ( � 12 �a GALS. STEEL SPLAY UBC CE LING GRID BRACING OR EQUAL) AT 32" O.0 . 1 AT CONC . BRACE WIRES AT INTERSECTION STANDARD FASTEN RUNNERS TO WALL ANGLE W/ OF MAIN RUNNER AND 1/8" POP RIVETS CROSS--FURRING. FASTEN WIRES L5° 0'0" CROSS-FURRING AT 24" O.C. TO RUNNE_ W/ MIN. OF L TIGHT , VAX. SADDLE-TE TO MAIN RUNNER 15/16" HD T-BAR TURNS,:v, "SIT WITHIN 1;'%" T'rP. � ' w'/ 1 STRAND 16 GA. OR 2 4 A 41.....1411kt `� MAINRUNNER ��• - '�-_ - STRANDS 18 G.A. TIE \AA R E 1 fi ... .. . . . . . ' 7 1L L 0 \ 1� WALL ANGLE 11 11 11 1t L7 MAIN RUNNERS AT 4'-0O.C. L-; 5/8" GYP. BD, WALL TYPE z E `-D CROSSPIECE WOOD SEE PLAN J <c Q — WOOD TRIM TO MATCH GRILLE CEILING (TYP) OR 1/4 LENGTH OF END SP ' " ' " GRILLE CEILING WOOD 4 -0 4 -0 O.C .0.0. EA. WAY CROSSPIECES -.- W-ICHEVER IS LEAST / 6'-O" MAX. ON MAIN RUNNERS (I 92'-o" O.0. EA. WAY •. / / NOTE: INSTALL PER MANUFACTURER'S RECOMMENDATIONS 03 WOOD GRILLE FASCIA SUSPENDED GYP CEILING BRACING 3" = 1-0" NTS Issue Revision Date PERMIT SET 3/3/17 DETAILS - INTERIOR Scale As indicated Date March 3, 2017 Sheet No. A602 SCHEDULED WALL, SEE PLAN SCHEDULED WALL, SEE PLAN (E) STEEL COL d e c a MDF\\ BACKSPLASHO, SEE ELEVS SEE PLAN UNTER AND PLASTIC LAMINATE SCRIBE P-LAM TO a r e h i t e c t u r e . i n c COUNTER SURFACE, FOR FINISH SEE ELEV COLUMN, TYP. STUD WIDTH 935 SE Alder Street : Portland Oregon 97214 ADJUSTABLE COUNTER DEPTH LESS 3" tel 503 239 1987 fax 503 239 6558 deca-inc.com SHELVES \ HARDWOOD EDGE NOSING ' y ' ADJUSTABLE RISERS /\ \ v \ N ,\ \ \ \ \ ,\\� � \ ,c0) Cy o o \ `=`��r��7 _� \'''\"\\\\\""\\\\\\I ��_ `� 2 919 > ° \ SUPPORT ANGLE MAX 36" ____ � �" w + "". DAVID T. HYMAN A O.C. - 2"x2"x1/4" STEEL w a 0 \ ANGLE, COPE AND CONT. M :. � o a \ WELD TO VERTICAL PLATE _ i- OFCI FLAT FILES, FIELD MEASURE -ct� PORTLAND, o -CON \i \\\ \\\ \\\ 0 ‘,"2' O PLASTIC LAMINATE o o \ W END VERIFYFABRICADIMS PRIOR TO NG COUNTER �� OF ��`� FINISH ALL VISIBLE SURFACES, SEE ELEV \ O o z ¢ Ft w \��\\\\\\\\\\ / I- o DURHAM TPS BUILDING " � L-J " REMODEL LIGHTING WHERE CLEAN WATER SERVICES OCCURS, SEE MEP 1/4" STL PLATE, -___,, 16060 SW 85th Ave THROUGH BOLT TO STUD EA SIDE OF PLATE Tigard,OR 97224 -fi-- Project#: 6788 SECTION S-O COUNTER SECTION�_OCOUNTER O SECTION�_OFLAT FILE COUNTER PLASTIC LAMINATE COUNTER, SEE ELEVS CV 1 \\\\\\\\\\\\ \\\\\\\\\\� ///fir/\.. -0111.0- _ 3/8 REVEAL JOINT 1/2" PLYWOOD ,i PARTIAL HEIGHTA .:,._, WALL, 2x6 @ 16" O.C. > E. ,\\ w \ 3"x3"x3/16" VERTICAL STEEL a \,i TUBE WELDED TO 3"x8"x3/8" w STEEL BASE PLATE W/ (3) 1/2"95 \ FLAT FILE, OFCI EXP BOLTS W/ 3 1/2" EMBEDMENT, MIN. 36" O.C. WOOD BASE, PAINTED TO MATCH FINISH ABOVE , ; % , SECTION - PARTIAL HEIGHT WALL AT COUNTER .- �-1 1 1/2" = 1'-0" EYEBOLT WITH LAG SCREW LINE OF ADJACENT WALL, SEE PLAN • PROVIDE BLOCKING LINE OF WOOD DECKING ABOVE AS NEEDED g . A/ DIAGONAL Issue Revision Date BRACES, TYP, r PERMIT SET 3/3/17 U_ F 3/16" DIA SSTL AIRCRAFT CABLE > • SUPPORT WIRES, AT MIN. 48" CABLE BRACE TO WALL AT TWO O.C., SEE PLAN DIAGRAM CENTERMOST SUPPORT WIRES, SEE PLAN DIAGRAM 400S162-43 @ 16" O.C., DIAGONAL PTD GYP AT ANY VISIBLE BRACE WITH STRAPS AS NEEDED, PORTION OF CLOUD ACOUSTICAL INSULATION FRAMING THAT EXTENDS a--------ta b- -° ABOVE ACT EDGE TRIM (2) #10 SMS EACH JOIST ACT EDGE TRIM TO / 43 MIL TRACK W/ (2) SDS 1/4 x 4 EQ. EQ. EQ. s MATCH GRID, SEE RCP 1/2 SCREWS EACH STUD 1.-0" T \\ P , PLAN DIAGRAM `° ,„,...‘ S NOTE: ACCOMPLISH ALL BRACING WITH CABLES2,_e.. DETAILS - INTERIOR RUNNING PLUMB AND SQUARE AS SHOWN -, f- ACOUSTIC CEILING TILE AND 11'-4”+/-,ALIGN W/WALL PE' PLANS GRID, SEE RCP Scale As indicated --. s LIGHTING, SEE RCP Date March 3, 2017 ® SECTION - CEILING CLOUD J\603 3/4" = 1'-0" Sheet No. ' MTL-1, SLAT WALL, SEE ELEVATIONS I • .. ST-1, SOLID SURFACE SOLID SURFACE COUNTER, COUNTER, SEE ELEVATIONS SEE ELEVATIONS 1 deca 1'-4" FIXED SOLID SURFACE PANEL 1 architecture . inc l : ............................,,...,,.....,.........,,,.,......,,.......,,,......,,,.... 935 SE Alder Street : Portland Oregon 97214 WD-1 APRON TO CONCEAL LINEAR LED Ill ' tel 503 239 1987 fax 503 239 6558 deca-inc.com DISPLAY LIGHTING NII �� ` 7 • WD-1 FINISH AT ALL VISIBLE r' A LAVATORY AND PIPING I I �� i�� SURFACES INSULATIVE JACKET AT DRAIN — — — ' , 2919 _ II DAVID T. HYMAN , ..,„_\ - PROVIDE BLOCKING FOR SS00° 1 I i ._. A SUPPORT AS NEEDED > \ \- ____. -/ / .'•� — �. _ w — PORTLAND, 0 -CON = N w w WD-1 FINISH AT CABINET DOORS N AND DRAWERS N• _ O DURHAM TPS BUILDING DRAWER WITH FULL EXTENSION REMODEL GLIDES AND SPECIFIED PULLS, FIXED PANEL WHERE SINK OCCURS ` * CLEAN WATER SERVICES Fl A • 1606085th Ave Tigard, O OR 97224 SCHEDULED BASE • SECTION - DISPLAY CASEWORK SECTION - LAV CABINET O 1 1/2" = 1'-0" O 1 1/2" - 1-0" Project#: 6788 WRAP AND SECURE UPHOLSTERY OVER PLYWOOD EDGE 21/2" PROVIDE ADDITONAL BLOCKING FAB-3 BACK IN WALLAS NEEDED a r/AM 3/4 PLYWOOD BACK 1 ❖•• ••4.4 •4IFASTENED TO PLYWOOD FRAME ,❖.❖. ••••I BACKING IN WALLAS REQ'D, — ° ° c:',' 0o •••••-•4! TYP. , ° – '•••❖4 UPHOLSTERY FABRIC OVER ° ° . ••••4 FAB-2 SEAT ►i CJP WELD AT MITRE JOINT 1 1/2STANC"x12HIONS" GALV@ S36TE" QEL.C.,BAR a WELDED NOTE: CONSTRUCT MOCK-UP OF ONE TO TOP RAIL OF THE SAME AND 2x8 PTD CEDAR COLUMN FOR REVIEW BEFORE ORDERING AND EMBEDDED ON CONC WALL. HOLD d e c a SCREEN MEMBERS INSTALLATION OF TRIM BOARD MATERIAL BENCH WHERE OCCURS. 2" THICK END STANCHIONS 12"" BACK FROM architecture . i n c SQUARE EDGE PLASTIC LUMBER BUILDING WALL. •~`.% MEMBERS, TREX TRANSCEND 2x6 935 SE Alder Street : Portland Oregon 97214 a \\ OR APPROVED EQUAL, FASTEN ? CAST-IN-PLACE CONCRETE tel 503 239 1987 fax 503 239 6558 deca-inc.com STEEL TAB WELDED TO r• EXISTING 3"x3"x1/4" STEEL COLUMNS FROM BELOW W/ SSTL SCREWS f 2" WALL, 3/4" CHAMFERS AT ALL TOP AND BOTTOM N �� COLOR: GRAVEL PATH CORNERS, TYP. PLATE/CHANNEL ~ "' i �� 1/4" DIA SS304 OR GALV THROUGH _1 __R 1•N BOLTS @ 48" O,C. & 3" FROM TOP �� A ?� -�� AND BOTTOM, COUTNERSINK BOLT -� - EDGE OF TOP/BOTTOM 1 �/ ✓ �,,r, '~4 ri1;- al--'., (2) 1/2" DIA. x 4" �� 2919 � N ---J HEADS AND NUTS FLUSH WITH TRIM ''I-=-I ' SIMPSON HD TITEN DAVID T. HYMaN 4 114" 5 314" PLATE/CHANNEL Nj.__________/____,,�; - - - ,, BOARD SURFACE. E, EMBEDS PER BRACKET, ��'` �1 �-�I',:r GALVANIZED `�� PLAN POF�T�ava o� coN . 1 i{-- } , _ CIS PLAN 2x CEDAR TRIM BOARDS, PTD. _ +��C o -i7 CUT TOP OF TRIM BOARDS TO L2" x 2" x 1/4" GALV. STEEL ~ ' ` ' i I' OF � STEEL CHANNEL, SLOPED ALIGN WITH B.Q. (E) GLU LAM `~' �~ r •' ANGLE BRACKET, BOLTED TO •-. .'•4`' : - _/' 4110-11FRAMING WALL @ 24" O.C. t` : fir •• .• - DURHAM TPS BUILDING •• 1i_ ~ -,--_ — GRADE WHERE OCCURS, 1/8" Pr 5"X3"X1/4" STEEL TABS WELDED TO ,.-4 l e • _ SEE CIVIL REMODEL \ killTOP CHANNEL AND BOTTOM PLATE, EXISTING 3"x3"'x1/4" STEEL COLUMNS _ - , . .''._�. . -.' -. °i' ': 11 -I I — ATTACH SCREEN MEMBER TO s jr ' ,, ,.•.4 �; . ��! �� CLEAN WATER SERVICES CHANNEL W/ (3) SCREWS TOP AND7 ° • - ; :�:` S , - — o f #4 @ 12" O.C. ALTERNATE HOOK _ 1.--':-.1-1--'.; .:. 'Q — v 16060 SW 85th Ave BOTTOM ---- _ �• H- � ill III .. .4;. � �.- ,, •. -� � � _ � —I�— �— — _ - i; 4_ • . —C� Tigard,OR 97224 -- --- CONC SLAB, SEE CIVIL — — __ — I p I I- _•- — _ wr- - - —•, .1 • — Z — ##4 12" O.C. d 77-7 _ M �` TRIM BOARDS - — 4: ;i -;4. * 7 r-- p @ • _ Fr° ' 4'- HI•` -fit _ — '� —..._ ' — '- 41 j—co _ — • Project#: 6788 :•a ; .;i~.:j ;: . ._ 3/8"x 10" BOTTOM PLATE T`v:- ,, . _ _ —I .:4'"i ) (— ' • 1 ,-TIJ r_co - - , �- ,• P• d ."� •d - .4••, •"��" •, - v" `-♦ d° 4 ; -I I ,, -• 4-�. J.: ...•• ,s-, e•. `-- •'„ , . I r, I • - _ _ .4 ., t-, ,1•- '.a —t .. : _-:, „ , - • e —11 — _ DOUBLE HEADED STUDS WELDED TO BOTTOM : • '`_ :� • . . - ' °_ • '_ NOTE: SUBMIT SHOP DRAWINGS - — . _g: ..,. Q�•� : ` . ' - -. � - — • PLATE, 1/2"0 x 12" EMBED @ 6" O.C. - - • •- -'r�,; - ` ` • •4•'• d- • SHOWING RAIL ELEVATIONS AND = • -•- -- = _ -- I - . • 4 _00 _m — SECTION • °: ` •' • DETAILS FOR REVIEW, GRIND ALL -• '" 211 . . ,- ,4. - I 1 1 '•_ •• 9 -4• e_ ,d .'+ , - WELDS AND SHARP EDGES SMOOTH= _ q-_--7—.----.'----,-.- --- • -��`= `—_ f = _ = I III _ I I I _ ELEVATION = I ----- I I�I I I 11 I2�_0I' I I I I-III IHiii iii iii iii iii iii iii iii iii Iii tii— (3)#4 BARS, EQUALLY O ENTRY SCOREEN WALL O STEEL OCOLUMN TRIM SECTION S-OWALL AND BENCH AT PATIO DISTRIBUTED C10x20 STEEL CHANNEL TOP (E) ROOF OVERHANG AND FREE END AT WEST SIDE PIN MOUNTED CUTOUT SSTL ,,, ' 1 LETTER SIGNAGE, OFCI ALIGN -,, _ '' A610 PTD WOOD SCREEN 16'-0"" MEMBERS, SEE DETAIL DOUBLE HEADED STUDS, 1/2"O x 12" tr.. EMBED WELDED TO CHANNEL END CAP Ar A610 9 C° - . ._ - �. CONCRETE ACCENT WALL, °° 11111 ' SEE STRUC DTLS ." • , „ .. .. . . , I • PREFINISHED METAL • ,, / FLASHING CAP 7'-0" �` WELD STL CHANNEL TO 10"x1/4" DOUBLE HEADED STUDS, 1/2"O x 1 BASE PLATE AT BOTTOM AND EAST 12" EMBED @ 6" O.C. AT CHANNEL BENCH SIDE W/ 3/16" FILLET WELDS, TYP. CONNECTION, TYP EXT ELEVATION - ENTRY WALL EAST lx TIGHT KNOT FIR SCREENING, BEVEL CUT AT TOP, PAINTED TO MATCH BUILDING. ATTACH WI SSTL SCREWS - - '~ 0 . ' • 4x4 PT POSTS AT MAX. 36" O.C. �4, 4 • • , ' BENCH SURFACE W/ 2" THICK SQUARE EDGE PLASTIC LUMBER MEMBERS, W/ 1/4" Issue Revision Date ` - n, GAP BETWEEN, TREX TRANSCEND 2x4 OR d PERMIT SET 3/3/17 CONCRETE WALL, SEE SITE PLAN ,a. :-= .-0;:^ 1/2" APPROVED EQUAL, FASTEN FROM BELOW :6"., , 1'-2 1/2" 3 W/ SSTL SCREWS : COLOR: GRAVEL PATH ri > ` `moi SIMPSON MPB44Z POST 4 BASE, PTD CJP WELD @ MITRE JOINT '` • Y- -- - . 3/16" FILLETS OR BUTT WELDS ALL o AROUND, NOTCH FRONT AND BACK ' • =� a - _ MEMBERS AS REQUIRED �. - 4, - 2"x 2" x 1/4" GALV. STEEL WELDED ANGLE s. '= 7,:,,,,, -=I. -7'1—I —ANGLE FRAME LEGS CAST - Y =4 . • I I _;�� , : . ` FRAME, W/ FRONT AND BACK MEMBERS `° Y,, - , ��,I; `.^ . _ INTO CONCRETE WALL ` .''; . .,.. , . PARALLEL TO BENCH AND CROSS I•� •,_ - ° L !: _`'Q-I I —III= , '_.. ,•; .. MEMBERS EVERY 36" O.C. •• I I 4 . •` - -- " -• ;6''''''':f CONCRETE EQUIPMENT - T _ �Y ': . .. = _\- . -:- _ . - -•� PAD WITH THICKENED •a.` ;` • `_' , :'.;r ., EDGE, SEE DETAIL —111 iii ii11"111-- 11 111-- DETAILS - EXTERIOR CONCRETE WALK, SEE SITE PLAN Scale As indicated O5 ENTRY WALL BENCH SECTION - EQUIPMENT SCREEN Date March 3, 2017 1 1/2" = 1'-0" 6 1 1/2" = 1'-0" - Sheet No. A61 0 STEP 1 STEP 2 • (E) CLADDING, REMOVE AND (E) CLADDING, REMOVE AND /L REINSTALL AS NEEDED REINSTALL AS NEEDED .,;��- y��- , decor SHEATHING SUBSTRATE1111-1111) i. °; ; ;; `� OVERLAP (E) WRB TO NEW HEAD OVERLAP (E) WRB TO NEW • 9"MIN I FLASHING, ADD OVERLAPPING I HEAD FLASHING, ADD arch 1 t e e t u r e 111 C LAYERS IF NEEDED OVERLAPPING LAYERS IF ;:-, a I 935 SE Alder Street : Portland Oregon 97214 I . ; I 3 tel 503 239 1987 fax 503 239 6558 decor-inc.com (E) WALL I SEALANT NEW FRAMING AS REQ D I NEEDED SEALANT yt r ` ' NEW 2x2 PTD WOOD TRIM, SEE ELEV ; NEW 2x2 PTD WOOD TRIM ED II ~ 2919 �f INSTALL PRE-FORMED CORNERS ; .: . * `� �' z" NEW MTL HEAD FLASHING W/ I MTL HEAD FLASHING DAVID T. HYMAN �� VENT GAP AND INSECT SCREEN I I\ m '"' !� -a 11 Z INSTALL WRB FLASHING MEMBRANE ` — — — — AT JAMB-WEATHERLAP OVER SILL l �� (j�PORTLAND, G GON ).- 044 FLASHING NEW FIBER CEMENT PANEL CLADDING �7) 7 ��S INSTALL WRB FLASHING MEMBRANE- /.� /� r Q DO NOT ADHERE LOWER EDGE AT :.,'° x.�yT THIS STEP /IIIIIISrt WINDOW SYSTEM INSTALL METAL SILL PANNDURHAM TPS BUILDING STEP 3 STEP 4 CLADDING VENT W/ INSECT SCREEN REMODEL CLEAN WATER SERVICES NEW PTD WOOD SILL, % / , IlLIIII)14'H ;r I NEW METAL SILL COPE FOR FLASHING PAN — NEW METAL SILL 16060 SW$5th Ave M FLASHINGFLASHINGW/ ENDDAMSTigard,OR 97224 9"MIN `x1 ; \1Z :;;_;_�\ I r T. NEW PTD WOOD TRIM r. INSTALL WRB FLASHING MEMBRANE ; NEW PTD WOOD TRIM -.v- -TO HEAD OF ROUGH OPENING,WRAP SET WINDOW NAILING FLANGE IN 11`l Pro ect#: 67$$ INTO ROUGH OPENING- • FULL BED OF SILICONE SEALANT ¢ I JWEATHERLAP OVER JAMB FLASHINGf:7(; AND SECURE THROUGH JAMB - FLANGES ONLY AT 6"ON CENTER = ':.i fl I\ / , ,) "` SELF-ADHESIVE SILL NEW PTD WOOD TRIM TO \ MATCH EXISTING :1:::,-1:1''',.: ,,,,'' a FLASHING INSTALL NEW WRB TO - INSTALL NEW WRB TO /.. .„ - ,:' -; \ NfEXTENT POSSIBLE ` IEXTENT POSSIBLE (E) GYP, PATCH & \ (E) GYP, PATCH & REPAIRREPAIR AS NEEDED \ (E) WRB AS NEEDED 3 (E) WRB 111%141711114010,1311 E CLADDING REMOVE & E CLADDING REMOVE & REINSTALL AS NEEDED REINSTALL AS NEEDED II SECTION - NEW PANEL IN EXISTING SECTION - NEW WINDOW IN EXISTING WALL WALL 3" = 1'-0" L`� 3" = 1'-0" STEP 5 STEP STRIP IN HEAD OF WINDOW ,,�o�� FLANGE WITH SELF 11111111%ADHESIVE MEMBRANE NEW PTD WOOD TRIM TO MATCH EXISTING j 1 NEW FRAMING WHERE REQ'D STRIP IN JAMBS OF WINDOW i\, FLANGE WITH SELF ADHESIVE , ,,,,c,_,.,:,.:, , , ,, ,,x ;:r`s, - ►� NEW WINDOW SYSTEM MEMBRANE, BOTH SIDES , , ; , ,, iliit, _ „ . . _,,,,..„.,„____,,,„,_ „:,„:„:,:,,,,,„„,„,„,,,,,,,,,,....„,.,,,,,,,,:„,,„,„ ,..„,„ _ \\\\\\\\ \,\ SAM JAMB FLASHING ►,\ SEALANT AND BACKER ROD ► 11••,,..1-„, EXISTIN 1 NEW WRB � G��! / AS NEEDED (E) CLADDING, REMOVE & REINSTALL AS NEEDED STEP 7 STEP 8 3 PLAN - NEW WINDOW IN EXISTING WALL 3” = 1'-0" END DAM '� l'il>1411''' '11 +� 'rte'lip, -.„ NEW HEAD FLASHING WITH 12 ENDliLlaH.4%, %,,%4%..---,1:rii - r DAMS-SLOPE FLASHING 2% MIN. - STRIP IN TOP EDGE WITH SELF Issue Revision Date ADHESIVE FLASHING NOTE: MAIL TO BE 24 ga. OR PERMIT SET 3/3/17 HEAVIER SSTL, SOLDERED SEAMS INSTALL PRIMARY WRB WITH MINIMUM 6"HORIZONTAL AND VERTICAL LAPS,TUCKING ►lamUNDER SILL FLASHING !% 1/2" TIGHT HEM ON PAN UPSTAND 4" 4, NOTES: 111' 1) INSTALL HAT CHANNELS OR FURRING PER ........°1° WALL ASSEMBLY DETAILS 2) DO NOT FASTEN ANY FURRING/CHANNELS THROUGH WINDOW FINS. 5/$" 11° FIT R.O., MAX 3)AT INTERIOR,APPLY SEALANT AND BACKER UPSTAND 1/$" UNDER SIZE DETAILS - EXTERIOR ROD BETWEEN FRAMING AND WINDOW Scale As indicated TYPICAL OPENING FLASHING SEQUENCE Date March 3, 2017 O T2,P_OOPENING FLASHING SEQUENCE METAL SILL ��PAN Sheet No. A611 (E) ROOF ASSEMBLY a SCHEDULED WALL, `" •-...;� W/ INSULATION OVER HATCH GUARDRAIL SYSTEM SEE PLAN - " ,, WOOD DECKING ,.........„.4_,_ - d e c a SEALANT AND BACKER ROD �iw � ti architecture . inc ''''''''.1:.,," FULLY ADHERED FLASHING SHEET `.., \\ *, 935 SE Alder Street : Portland Oregon 97214 �_„` �. N.,. 4 N";::- - tel 503 239 1987 fax 503 239 6558 deca-inc.com T ROOF MEMBRANE TERMINATION AT = ` ',4 HATCH CURB, FLASH PER MFR'S �� 4 ID RECOMMENDATIONS ... ,��_9 ,\,.% ��l _. PANEL VENT W/ �`-- 2919 4§ 1 EXISTING RIGID -4-------- ks=-------..............e. ........ ..,..<_................._. rz). ...,...............<..�.......:_A i - - INSULATION ... - -<:; -.. INSECT SCREEN41% MAN ♦ D, DAVID T. NY :-.4114P = �� •'•'• FIBER CEMENT PANEL '� • n.....ououe,a�e� 41104 liMiliii�111111li11�11� ' `�� \ CLADDING ch PORTLAND, o1 LUN \'� METAL PANEL CLADDING 4 - WRB 1/4" CLOSURE :, R�� ,� CLOSURE COVER TRIM - PT BLOCKING AS NEEDED FIBER CEMENT OUTSIDE CLOSURE CLADDING - =::� T � FIBER CEMENT PANEL J TRIMApt CLADDING DURHAM TPS BUILDING 21I \ REMODEL PLAN - METAL PANEL TO FIBER CEMENT >. NEW WALL, REF ''��`� � � � � PANEL VENT W/ 3 3" = 1'-0" PLAN I CLEAN WATER SERVICES 4..1INSECT SCREEN ,k s.<.I N 16060 SW 85th Ave ' I Tigard,OR 97224 GYP BOARD FINISH I MTL HEAD FLASHING W/ LADDER AND EXTENSION POST 41.1111 1 I • END DAMS i ` Alii Project#: 6788 SECTION - ROOF HATCH =' L..J 1 1/2" = 1'-0" I WINDOW SYSTEM NEW PTD WOOD SILL, NEWMETAL SILL FLASHING COPE FOR FLASHING PAN VV/ END DAMS, SLOPE © 2 0 1 -I , I ',:::::, z:,2, \ cs...,.., , 14141NEW PTD WOOD TRIM TO `F/ 41. GALV Z-METAL MATCH EXISTING - = - METAL PANEL TRIM >< CLOSURE (E) GYP, PATCH & REPAIR L _ AS NEEDED _ METAL PANEL CLADDING iWRB ,,0 WRB ,A111111 ." METAL PANEL CLADDING P '' -Wiii _ W/ GALV Z-METAL 'tit.I U CONCRETE SLAB, EXISTING gig; /Q OR NEW, SEE STRUC - /0_42 ,.if,_,,,,d1.F.s, A , ' 4_ . ♦ '0. _ 4, • 4 _ ' .• . ' -; " ` a - -.4. •ti METAL BASE FLASHING .-- " - *_,. ' • -;--- '-• I_\ • . _ 1 a ' d •-•- _ — ADJACENT GRADE, SEE CIVIL SECTION - NEW WINDOW IN NEW WALL \.2-1 3" = 1'-0" • Issue Revision Date PERMIT SET 313117 WRB • NEW OR EXISTING WALL, ., SEE PLAN E,;.:: A FIBER CEMENT PANEL CLADDING 1 4 a X METAL BASE FLASHING CONCRETE SLAB, EXISTING o OR NEW, SEE STRUC »s>= :'-'f:,111111111011J1 x 'dam i . _• •~ at, - � d- ` - ::: 1 '''. ',-..:", ..41_; 4'.1.- ;,:.- '4, i'':.,'..:-I.-, *, , -:,-.:- 4'1 ' :--. ':-.. :- \ a = PANEL VENT GAP W/ INSECT SCREEN • :; ' • ' - : . • ._ �a• . .' , _ � . ..- ;� .,. -- DETAILS — EXTERIOR • IE l' " ..4. A. d' - a. ADJACENT GRADE, SEE CIVIL Scale As indicated O SECTION -WALL BASE 3 = 1 -0 Date March 3, 2017 Sheet No. A61 2 (E) CLADDING, REMOVE AND - REINSTALL AS NEEPED di :;; 46:i!IIIII,11 OVERLAP (E) WRB TO NEW deca HEAD FLASHING, ADD .1 OVERLAPPING LAYERS IFarchitecture . 1nc °I ED NEW METAL CLOSURE PANEL NEW FRAMING AS REQ D NEED TO MATCH NEW STOREFRONTr ?;I \ ��>; 935 SE Alder Street Portland Oregon 97214 SEALANT SSYSTEM FINISH tel 503 239 1987 fax 503 239 6558 deca-inc.corn NEWPTDWOODTRIM TO >�<-', � NEW 2x2 PTD WOOD TRIM MATCH EXISTING NEW FRAMING AS REQ'D '�Pill*'.401111111411111\ V NEW FRAMING WHERE REQ'D _ _ < --zzz WRB g.,D 0 MTL HEAD FLASHING -1 I� _ . , ► SEALANT& BACKER ROD 2�� 41 NEW STOREFRONT SYSTEM _ 1 .....- - — " �� ` :'11,':,-1..",:'1-: CLL ,'I C? QAVID T. LAYMANNEW WOOD TRIM TO ` ,.1 �� - MATCH EXISTING C Y.�'" MTL HEAD FLASHING > PORTLAND, al CON LL.); 727.\\ 44‘.... ....46, Al , SEALANT & BACKER \ 5555 ,/� E OF DE' NEW LOUVER rik 1:, SAM JAMB FLASHING ROD SEALANT AND BACKER ROD SHIM EXISTING / NEW WRB STOREFRONT SYSTEM DURHAM TPS BUILDING a AS NEEDED REMODEL (E) CLADDING, REMOVE & \./\\NEW METAL SILL FLASHING REINSTALL AS NEEDED CLEAN WATER SERVICES PAN W/ END DAMS ,/ .• L16060 SW 85th Ave — I x_Storefront jamb E x_Storefront Head _`t �J NEW 2x2 PTD WOOD TRIM 3" 1 0 1 3" = 1'-011 Tigard,OR 97224 II 0 44111111101111111 • I I I� Project#: 6788 1,,/ 4101 .\\ SELF-ADHESIVE SILL 1IFLASHING \ ;'11 \ INSTALLNEWWRBTO =;1 EXTENT POSSIBLE (E) GYP, PATCH & REPAIR4111 : AS NEEDED -lik" (E) WRB 1(E) CLADDING, REMOVE & REINSTALL AS NEEDED SECTION - LOUVER IN EXISTING WALL STOREFRONT SYSTEM 3 - 1 -0 SEALANT & BACKER ROD • L�l NEW CLADDING 1 METAL SILL W/ DRIP EDGE 4:.5 5 is 1 1 iii 1 Fr OVERLAP (E) WRB TO NEW SHIM -:,-"- :I HEAD FLASHING, ADD _ METAL CLOSURE PANEL - ��n,l i OVERLAPPING LAYERS IF NEW BEAM, SEE STRUCT. — TO MATCH STOREFRONT ' I NEEDED - NEW FRAMING AS 'h <I I SYSTEM FINISH REQ'D �` l SEALANT 4 '1 NEW 2x2 PTD WOOD TRIM GYP. BOARD FINISH WRB 44101gze<II I INTERIOR EXTERIOR 1 1 I . MTL HEAD FLASHING "- — — — — _ _ METAL FLASHING Wl —' SEALANT & BACKER ROD DRIP EDGE SHIM LOUVER SYSTEM FRAME STOREFRONT SYSTEM LOUVER SYSTEM [::%.%**.-... ..* %.--1.*'.....**'' ...'""%.-.. .H..**'4 4....*.3/4".M.gr'''•7/\,:. \./\ SECTION - STOREFRONT AT ENTRY OLOUVER HEAD BEAM 3" = 1'-0" 2 311 = 1-011 Issue Revision Date PERMIT SET 3/3/17 ,?4\/41 :...4* NEW LOUVER SYSTEM . STOREFRONT SYSTEM NEW METAL SILL NEW PTD WOOD TRIM TO a, I — — — FLASHING W/ END DAMS SHIM MATCH EXISTING -. NEW PTD WOOD TRIM � SEALANT AND BACKER 4111 ROD SEALANT AND BACKER ROD \,-,_ 44080.1111\ � I E NEW FRAMING AS REQ'D :;71414 ,111E SELF-ADHESIVE SILL METAL CLOSURE TO REPLACE SLAB JOINT MATERIAL - 411II NN FLASHING MATCH EXISTING AS NEEDED INSTALL NEW WRB TO — II\ EXTENT POSSIBLE WALKWAY CONCRETE - •> Il� CONCRETE SLAB, EXISTING SLAB, EXISTING OR NEW, (E) GYP, PATCH & REPAIR �` lid OR NEW, SEE STRUC N} • .- SEE STRUC DETAILS - EXTERIOR AS NEEDED (E) WRB ..L� i• i d • a r , +. �• _ _• •. •..• ,E Scale 311 = 11-011 NEW CLADDING ,a Date March 3, 2017 4 $ LOUVER SILL SECTION - STOREFRONT ON SLAB 3" = 1'-0" = 1\hó1 3 Sheet No. _ a ROOM FINISH SCHEDULE d e C a • ROOM FLOOR NORTH EAST SOUTH WEST a r C h i t e C t tt r e . i Ii C NUMBER NAME FINISH BASE WALL WALL WALL WALL CEILING REMARKS 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com 101 LOBBY CPT-1 RB-1 WC-1 I P-2 P-2, P-5 P-2, MTL-1 P-2 WSCS / P-1 /WCG-1 102 CONFERENCE ROOM CPT-1 RB-1 P-2 P-2 FWP-1 / P-2 P-2 WSCS /ACT-1 A 103 HALL CPT-1 RB-1 P-2 P-2 P-2 P-2 ACT-1 t..`\'%-ViD `� c,r 104 SUPPLY ROOM RF-1 RB-2 P-2 P-2 P-2 P-2 ACT-1 -�� OAVD2T. 9YMAN � 105 MECH CLOSET RF-1 RB-2 P-2 P-2 P-2 P-2 WSCS A c-� 106 CONFERENCE ROOM CPT-1 RB-1 P-2 P-2 P-2 / FWP-1 FWP-1 WSCS / P-2 A ?1 107 BREAK ROOM RF-1 RB-2 WC-1 P-6 P-2 P-2 ACT-1 -c1� PORTLAND, Oi VON 108 KITCHEN RF-1 RB-2 P-7 P-7 P-7 P-7 ACT-1 -/7i, .'1ko, � 109 OFFICE Project Coordinator CPT-2 RB-1 P-4 P-4 P-8 P-4 ACT-1 OF 110 RECEPTION CPT-1 RB-1 P-8 P-2 P-2 P-2 WCG-1 111 HALL CPT-1 RB-1 P-2 P-2 P-2 P-2 ACT-1 /WCG-1 112 WORK/HOTELING CPT-2 RB-1 P-4 P-4 P-9 P-4 ACT-1 DURHAM TPS BUILDING 113 OFFICE CPT-2 RB-1 P-4 P-4 P-9 P-4 ACT-1 REMODEL 114 OFFICE CPT-2 RB-1 P-9 P-4 P-4 P-4 ACT-1 115 OFFICE CPT-2 RB-1 P-4 P-4 P-9 P-4 ACT-1 CLEAN WATER SERVICES 116 OFFICE CPT-2 RB-1 P-9 P-4 P-4 P-4 ACT-1 117 OFFICE CPT-2 RB-1 P-4 P-4 P-9 P-4 ACT-1 16060 SW 85th Ave 118 OFFICE CPT-2 RB-1 P-9 P-4 P-4 P-4 ACT-1 Tigard,OR 97224 119 OFFICE CPT-2 RB-1 P-4 P-4 P-9 P-4 ACT-1 / P-3 120 OFFICE CPT-2 RB-1 P-4 P-4 P-9 P-4 ACT-1 / P-3 Project#: 6788 121 OFFICE CPT-2 RB-1 P-4 P-4 P-9 P-4 ACT-1 / P-3 122 OFFICE CPT-2 RB-1 P-4 P-4 P-4 P-9 ACT-1 / P-3 123 OFFICE CPT-2 RB-1 P-4 P-4 P-4 P-9 ACT-1 / P-3 124 MECH CLOSET RF-1 RB-2 P-2 P-2 P-2 P-2 (E) A 125 OFFICE CPT-2 RB-1 P-4 P-4 P-9 P-4 ACT-1 / P-3 126 OFFICE CPT-2 RB-1 P-9 P-4 P-4 P-4 ACT-1 / P-3 127 OFFICE CPT-2 RB-1 P-9 P-4 P-4 P-4 ACT-1 / P-3 128 SERVER (E) (E) (E) (E) (E) (E) ACT-1 129 WORK AREA CPT-1 RB-1 P-10 P-10 P-2, WC-1 P-6 P-1 /WCG-1 130 LOW VOLTAGE RF-1 RB-2 P-2 P-2 P-2 P-2 ACT-1 131 MECH ROOM RF-1 RB-2 P-2 P-2 P-2 P-2 (E) 132 FURNACE CLOSET RF-1 RB-2 P-2 P-2 P-2 P-2 (E) A 133 OFFICE CPT-2 RB-1 P-4 P-4 P-9 P-4 ACT-1 135 CAD OFFICE CPT-2 RB-1 P-10 P-2 P-2 P-10 ACT-1 A 136 LIBRARY CPT-2 RB-1 P-2 P-2 P-2 P-2 ACT-1 A 137 MECH/ELEC ROOM RF-1 RB-2 P-2 P-2 P-2 P-2 (E) A 138 BATHROOM CT-2 CT-2 P-10 P-10, CT-1 P-10, CT-1 P-10, CT-1 P-1 139 SPRINKLER ROOM RF-1 RB-2 P-2 P-2 P-2 P-2 (E) A 140 MEN'S TOILET ROOM (E) (E) P-2 P-2 P-2 P-2 P-1 B 141 WOMEN'S TOILET ROOM (E) (E) P-2 P-2 P-2 P-2 P-1 B 142 FOUNTAIN STORAGE ROOM RF-1 RB-2 P-2 P-2 P-2 P-2 (E) A FINISH SCHEDULE NOTES REMARKS I. ALL EXISTING PAINTED SURFACES EXPOSED TO VIEW A. EXISTING WOOD DECKING TO BE EXPOSED AT CEILING; SHALL BE RE-PAINTED REMOVE EXISTING FASTENERS, BRACKETS, PIPING AND OTHER ITEMS, PATCH HOLES AND SAND SMOOTH 2. ALL EXISTING INTERIOR STEEL COLUMNS AND OTHER STEEL MEMBERS EXPOSED TO VIEW SHALL BE PAINTED B. REMOVE EXISTING PAINTED METAL TOILET PARTITIONS, P-2 SHOP PAINT P-7 AND REINSTALL 3. PATCH, REPAIR AND LEVEL EXISTING CONCRETE FLOORS WITH HYDRAULIC CEMENT UNDERLAYMENT AS NEEDED TO ACHIEVE SUITABLE SUBSTRATE FOR NEW FLOOR FINISHES. Issue Revision Date PERMIT SET 3/3/17 ROOM FINISH SCHEDULE Scale Date March 3, 2017 Sheet No. 1X700 MATERIAL AND FINISH SCHEDULE MATERIAL AND FINISH SCHEDULE NAME MANUFACTURER DESCRIPTION COLOR/FINISH AREAS USED NOTES CONTACT NAME MANUFACTURER DESCRIPTION COLOR/FINISH AREAS USED NOTES CONTACT deca ACT-1 Armstrong acoustic ceiling tile white provide Formations cloud kit w/ architecture . inc style: Optima Tegular 6" high Axiom Vector edge trim size: 24"x24" tiles in 15/16" grid where req'd CPT-1 Shaw Contract style: 18"x36" plank carpet tile, multi-level collection: beyond the fold common areas installation: direct glue 935 SE Aider Street : Portland Oregon 97214 pattern loop style: folded edge tile 5T062 pattern: ashlar WCG-1 9wood linear wood ceiling grille species: western hemlock tel 503 239 1987 fax 503 239 6558 deca-inc.com fiber: eco solution q nylon color: global leather 60764 secondary backing: ecoworx tile style: Series 1100 wood grille stain: match arch sample 1/12 gauge, 11 stitches per inch, 22 warranty: lifetime 1100 cross piece grille SKU: 1113-6 0 ili?c, oz/yd tufted weight see manufacturer's specs (6) member per If 5/8" x 2 1/4" square profile CPT-2 Shaw Contract style: 18"x36" plank carpet tile, multi-level collection: beyond the fold offices installation: direct glue WSCS wood stain with clear sealer, see spec match arch sample exposed wood *-4- DAVID T. HAMAN CD. pattern loop style: folded tile 5T060 pattern: ashlar decking ceilings ...- 'VA/ , i rlui fiber: eco solution q nylon color: shell grit 60530 secondary backing: ecoworx tile 1/12 gauge, 11 stitches per inch, 22 warranty: lifetime P-1 Sherwin-Williams interior ceiling paint-flat sheen SW 7008 alabaster corridors, lobby, -cf) PORTLAND, °ICON , - oz/yd tufted weight see manufacturer's specs common areas -f7h r0 \ . P-2 Sherwin-Williams interior wall paint- satin sheen SW 7008 alabaster corridors, lobby, OF 6% common areas P-3 Sherwin-Williams interior ceiling paint - flat sheen SW 7541 grecian ivory offices DURHAM TPS BUILDING P-4 Sherwin-Williams interior wall paint- satin sheen SW 7541 grecian ivory offices REMODEL RF-1 Armstrong linoleum bio-based tile T3603 Twilight kitchenette style: striations BBT P-5 Sherwin-Williams interior wall accent paint- satin sheen blue accent CLEAN WATER SERVICES size: 12x24 16060 SW 85th Ave P-6 Sherwin-Williams interior wall accent paint- satin sheen blue accent Tigard,OR 97224 P-7 Sherwin-Williams interior wall accent paint - satin sheen green accent _ Project#: 6788 CT-1 Daltile style: Modern Dimensions 0790 Matte Arctic unisex restroom wall size: 4-1/4"x12-3/4" White P-8 Sherwin-Williams interior wall accent paint - satin sheen green accent grout: Epoxy based T/M tile color CT-2 Daltile style: Keystones D182 Suede Gray unisex restroom floor include tile cove base, 6"AFF, P-9 Sherwin-Williams interior wall accent paint - satin sheen gray accent size: 2"x2" bullnoze top at gyp walls grout: Epoxy based T/M tile color P-10 Sherwin-Williams interior wall accent paint - satin sheen gray accent P-11 accent color for toilet partitions --- accent FAB-1 TBD - Provide $70/per yd allowance conference 102 built in bench P-12 Sherwin-Williams interior wall paint, anti-microbial for high SW 7008 alabaster unisex restroom FAB-2 TBD - Provide $40/per yd allowance break room moisture area banquette seat P-15 Miller color for door frames white to match walls new door frames FAB-3 TBD - Provide $70/per yd allowance break room banquette back P-16 Miller color for steel columns and hardware dark gray steel columns SH-1 Mechoshade manual operated sunscreen roller shades offices, common areas P-20 Miller exterior paint- (E) CLADDING, TRIM, SH-2 Mechoshade manual operated room darkening roller conference rooms DOORS shades P-21 Miller exterior paint - (E) FASCIA P-22 Miller exterior paint- DOORS P-23 Miller exterior paint- COLUMN ACCENT TRIM , P-24 Miller exterior paint - SOFFITS & BEAMS P-25 Miller exterior paint- (E) CLADDING TO MATCH FIBER CEMENT WC-1 Tri-kes NUFELT felt wall covering PTNF-02 Library lobby, work area, break room FWP-1 fabric wrapped acoustic wall panels Fabric TBD. Provide conference rooms $60/yd allowance PL-1 Wilsonart style: plastic laminate, horizontal grade Dove Grey D92-60 office, kitchenette casework faces PL-2 Formica style: plastic laminate, horizontal grade Citadel Warp Matte casework counters 5882-58 ST-1 Caesarstone style: quartz countertop, 3/4" thickness 4003 sleek conference room finish: polished concrete credenza counters WD-1 wood veneer style: clear grain, plain sliced conference room clear sealed Issue Revision Date species: douglas fir credenza faces PERMIT SET 3/3/17 CG-1 Babcock-davis style: sstl corner guard, 16 ga. 1 1/2"x1 1/2" clear throughout model: BCGSS or approved no. 4 satin finish MTL-1 Mega Wall style: sstl 3" O.C. slat wall swirled lobby awards display model: #505 wall RB-1 Flexco 4" rubber base 078 umber carpet areas style: straight base RB-2 Flexco 4" rubber base 078 umber hard flooring areas style: coved toe base WB-1 1x4 wood base, painted paint to match wall, UNO square edge profile, hemlock or poplar MATERIAL AND FINISH SCHEDULE Scale 12" = Date March 3, 2017 Sheet No. A7 01 - SEE SCHED SEE SCHED SEE SCHED SEE SCHED di . . . , 6" 6" 4" 4"4" 4" DOOR SCHEDULE . . . -0- . . ♦ -v.—, eca • ti DOOR DOOR FIRE FRAME architecture . inc 00 NUMBER TYPE WIDTH HEIGHT MATERIAL FINISH RATING MATERIAL FINISH JAMB HEAD REMARKS / / / . 935 SE Alder Street : Portland Oregon 97214 / / / / / / ` D1 3'-0" 7'-0" WD P-15 (E) P-15 tel 503 239 1987 fax 503 239 6558 deca-inc.com / / / • . 101-A D3 6'-O" 7'-0" AL MFR AL MFR G 102-A D2 3'-0" 7'-O" WD CS HM P-15 a /�/ 0 a 0 104-A D1 3'-O" 7'-0" WD P-2 HM P-15 ��' �D A �� Lu wti� �, Lu / . w 2919 = z , = 105-A D33 3'-0" 7'-O" HM HM 0 0 �• j0 0 % ,�, DAVID THYMAN • cC , co 106-A D2 3'-0" 7'-0" WD CS HM P-15 p,/ Lu w Lu w 107-A D2 3'-0" 7'-0" HM HM F co .v co `• co � / ` ' co ,_ „ " �f�PORTLAND, CI GC�N 108-A D2 3'-0" 7'-O" WD CS HM P-15 \ 07 108-B D4 3'-0" 7'-0" WD CS HM P-15 �' -�� / 109-A D4 3'-0" 7'-O" WD CS HM P-15 / . 112-A D2 3'-O" 7'-0" WD CS HM P-15 o ` a / 113-A D2 3'-0" 7'-0" WD CS HM P-15 T , r 114-A D2 3'-O" 7'-O" WD CS HM P-15 DURHAM TPS BUILDING D1 D2 D3 D4 115-A D2 3'-O" 7'-O" WD CS HM P-15 REMODEL 116-A D2 3'-0" 7'-0" WD CS HM P-15 117-A D2 3'-0" 7'-O" WD CS HM P-15 CLEAN WATER SERVICES 118-A D2 3'-0" 7'-O" WD CS HM P-15 16060 SW 85th Ave 119-A D2 3'-0" 7'-0" WD CS (E) P-15 Tigard,OR 97224 120-A D2 3'-O" 7'-0" WD CS HM P-15 SEE SCHED 121-A D2 3'-O" 7'-O" WD CS (E) P-15 122-A D2 3'-0" 7'-0" WD CS (E) P-15 Project#: 6788 SEE SCHED t 123-A D2 3'-0" 7'-0" WD CS (E) P-15 124-A D1 3'-O" T-0" WD P-15 HM P-15 D, E 124-B D5 4'-0" 7'-0" WD P-15 HM P-15 / 125-A D2 3'-0" 7'-0" WD CS (E) P-15 . / .. 126-A D2 3'0" 7'-O" WD CS (E) P-15 / 127-A D2 3`-0" 7'-O"WDWD CS (E) P-15 //' r 128-A D1 3`-0" 7'-O" WD P-15 (E) P-15 0 129-A D1 3'-0" 7'-O" (E) (E) P-15 C, H Lu / . o = = 130- A D1 3'-0" 7'-0" WD P-15 HM P-15 / co c, ,j 0 {� 131-A D1 3'0" 7'-0" WD CS HM P-15 E Lu � 131-B D1 3'-O" 7'-O" HM HM co 133-A D2 3'-0" 7'-0" WD CS HM P-15 . 137-A D5 6'-0" 7'-0" (E) (E) B, E, H 138-A D1 3'-0" 7'-O" WD CS HM P-15 A . . 139-A D1 3'-0" 7'-0" HM HM 140-A D1 3'-0" 7'-0" WD CS (E) P-15 J . 141-A D1 3'-O" 7'-O" WD CS (E) P-15 142-A D1 3'-0" 7'-0" HM HM D5 D6 GENERAL NOTES REMARKS rm DOOR PROFILES 1. SEE PROJECT MANUAL SPECIFICATIONS FOR DOOR A. PROVIDE DEADBOLT OCCUPANCY INDICATOR AS REQUIRED BY 1/2" = 1'-0" HARDWARE SPECIFICATIONS AND HARDWARE SETS. CODE 2. ALL DOORS, OPERATING HARDWARE, OPENING B. PROVIDE 2" HIGH VINYL LETTERING READING "ELECTRICAL PRESSURE AND CLEARANCES TO BE ADA COMPLIANT. ROOM" 3. ALL EGRESS DOORS SHALL BE OPENABLE FROM THE C. PROVIDE ELECTRIC STRIKE LINKED TO ACCESS CONTROL EGRESS SIDE WITHOUT USE OF A KEY OR SPECIAL DEVICE AND ACCESS CONTROL SYSTEM TO ALLOW LOCKING KNOWLEDGE OR EFFORT. FROM NON-EGRESS SIDE 4. CONTRACTOR TO VERIFY ALL DOOR HEIGHTS AND D. PROVIDE PRIMED KNOCKDOWN FRAME AND PAINT AS WIDTHS. INDICATED 5. ALL EXTERIOR DOORS TO MEET ENERGY CODE E. PROVIDE PERIMETER DOOR SEALS AND DROP BOTTOM FOR REQUIREMENTS, SEE SPEC ACOUSTIC ISOLATION F. PROVIDE AND INSTALL TRILOGY PDL 3500 CR L/26D MORTISE STANDALONE ACCESS CONTROL DEVICE. PROVIDE COMPATIBLE LOCK CORE FOR UNITS AND KEY PER OWNER'S REQUIREMENTS. ABBREVIATIONS G. PROVIDE OVERHEAD MAG LOCK LINKED TO ACCESS CONTROL AL ALUMINUM DEVICE, PUSH BUTTON DOOR RELEASE AND ACCESS CONTROL CS CLEAR SEAL SYSTEM. PROVIDE OVERHEAD MOTION SENSOR FOR EXITING. CTG CLEAR TEMPERED GLAZING (E) EXISTING H. PROVIDE NEW DOOR HARDWARE ON EXISTING DOOR FG FIRE GLAZING Issue Revision Date FR FIRE RATED J. REVERSE SWING DIRECTION FOR NEW DOOR ON EXISTING PERMIT SET 3/3/17 HM HOLLOW METAL (WELDED STEEL FOR FRAME) FRAME; MODIFY AND PATCH EXISTING FRAME AS NEEDED KDF METAL KNOCKDOWN FRAME MFR MANUFACTURER P PAINT WD WOOD DOOR SCHEDULE & PROFILES Scale 1/2" = 1'-0" Date March 3, 2017 Sheet No. A702 • • 1,_7„ _T 2._9,. deca architecture . inc 0 ,� ,� 935 SE Alder Street : Portland Oregon 97214 (� �' (j %/ tel 503 239 1987 fax 503 239 6558 deca-inc.com Fa) in co 0 0 2919 M _ DAVID T. rMAl� tV r.• 4 _cp: PORTLAND, O&CON OWINDOW SCHEDULE F 1/4" = ii-o" DURHAM TPS BUILDING WINDOW SCHEDULE NOTES REMODEL CLEAN WATER SERVICES 1. WINDOW DIMENSIONS ARE OUT-TO-OUT FRAME DIMENSIONS, PROVIDE ROUGH OPENINGS 1/2" LARGER THAN WINDOW DIMENSIONS, UNO. 16060 SW 85th Ave 2. EACH WINDOW TYPE IS USED MORE THAN ONCE, REFERENCE EXTERIOR Tigard,OR 97224 ELEVATIONS 3. WINDOWS SHOW ARE AS VIEWED FROM EXTERIOR Project#: 6788 4. ALL GLAZING TO BE CLEAR, THERMAL INSULATING DUAL PANE GLAZING WITH SPACE BETWEEN LITES FILLED WITH ARGON. COMPLY WITH ENERGY CODE STANDARDS OF: MAXIMUM U-FACTOR: 0.35 MAXIMUM SHGC: 0.40 5. PROVIDE SAFETY GLAZING IN LOCATIONS REQUIRED BY CODE: -GLAZING IN DOORS -GLAZING WITHIN 2 ft OF A DOOR EDGE (WHEN DOOR IS CLOSED)AND LESS THAN 5 ft ABOVE A WALKING SURFACE -GLAZING IN WINDOWS > 9 sf WITH BOTTOM EDGE BELOW 18"AND TOP EDGE MORE THAN 36" ABOVE ADJACENT WALKING SURFACE Issue Revision Date PERMIT SET 3/3/17 WINDOW SCHEDULE Scale As indicated Date March 3, 2017 Sheet No. A7 1 0 d deca architecture . inc 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com T ? (-1, o e - -, , V CONFERENCE ,'/.7' �� --- — ROOM \ _ 0 _ III 102 O OF :` ICE mi . \d _—f 3 125 i no \OFFICE 4 \ if �` i MECH DURHAM TPS BUILDING FOUNTAIN 127 . r ir CLOSET REMODEL STORAGE • 105\ CLEAN WATER SERVICES ROOM OMEN'S WOMEN'S �` 142 / '' 16060 SW 85th Ave c ,.. Ili 1 /:,< n CAD n " a " q TOILET TOILET •I' �%` �� OFFICELIBRARY OFFICEROOM ROOMTigard, OR 9722 OFFICE / • 0 , ' ___-Ai- 135 136 133 ill_, 141 `� \\ CONFERENCE ■ 106 I % �� ROOM 123 111 • Al �� Project#: 6788 •';' \ • A .,_ ...i . ..,. ...., v . .. _ . .. __ _ _ _____:___ . \ T, , • 10 . ., ., % % \ 0 1 . 71 OFFICE t . ilp — —i . . [~] I o ° . . ..% �� i IL t 1 0 122 111111 Imi l „.. e- \ II —— c,,._ - LOBBY 1 1 , ,..... mi. 1 =1 I I, 0 r_i - 1010- •#111. IP lik, yFi'Ve"\4,, KITCHEN 108 ;•7°.V”'0 HALL lr B , HROOM "IF ' .- SUPPLY OFFICE WORK 111 138 � <> ; ROOM I AREA _ mimi_ V *0 0 104 129I[ j 121 I � _ — _ _ - ' OIlkQ 0 L , . ' A I I a ' li j i ir o\ i ° II . ,...„ 1 I F V 0 0 /I OFFICE • * • • *3. I i I • o o 0 1 171 0 IQ 1 1 II I � i-' V o � -o OFFICE OFFICE OFFICE BREAK — — — 118 117 OFFICE OFFICE OFFICE OFFICE Project ROOM WORK/HOTELING RECEPTION Coordinator 107 116 115 114 113 OFFICE 112 110 109 119 N FURNITURE PLAN (FOR REFERENCE ONLY) 1/8" = 1'-0" Issue Revision Date PERMIT SET 3/3/17 FURNITURE PLAN Scale As indicated Date March 3, 2017 Sheet No. F 1 01 STRUCTURAL SHEETS: CONCRETE: STRUCTURAL STEEL: S001 STRUCTURAL GENERAL NOTES eea S002 STRUCTURAL GENERAL NOTES 1 . ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI-301 , 1 . STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES, UNLESS NOTED ARCHITECTURE . I N C S101 FOUNDATION PLAN "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". MIX PROPORTIONS SHALL OTHERWISE ON THE PLANS: S102 FLOOR PLAN BE PER ACI-301 , METHOD 2 OR THE ALTERNATE PROCEDURE. SUBMIT MIX DESIGN FOR 935 SE Alder Street, Portland Oregon 97214 5103 ROOF FRAMING PLAN REVIEW BY STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. PLATES & BARS- ASTM A36 tel 503 239 1987 fax 503 239 6558 S501 STRUCTURAL DETAILS TUBES - ASTM A500, GRADE B (Fy = 46 ksi) S502 STRUCTURAL DETAILS 2. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT PIPES - ASTM A53, GRADE B d 28 DAYS: HSS (RECTANGULAR) - ASTM A500, GRADE B (Fy = 46 ksi) GENERAL STRUCTURAL NOTES: HSS (ROUND) - ASTM A500, GRADE B (Fy = 42 ksi) TYPE f'c SLUMP MAX w/c AIR CHANNELS & ANGLES - ASTM A36 1 . THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR SLABS 3,000 psi 1 -3" 0.45 5% p CONSTRUCTION. THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT FOOTINGS 3,000 psi 1 -4" 0.45 0% 2. WELD ACCORDING TO CURRENT AWS STANDARDS WITH E70XX ELECTRODES. e 4, , IN �` i DOCUMENTS AND HAVE A COPY OF THEM ON SITE AT ALL TIMES. WALLS 3,500 psi 1 -4" 0.45 5% *Imo 3. ALL STEEL EXPOSED TO WEATHER SHALL BE PAINTED OR HOT-DIP GALVANIZED, UNLESS ` 1 . ' 2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN NOTED OTHERWISE. THE REQUIRED CONSTRUCTION OR WHERE CONFLICTS EXIST, IT IS THE CONTRACTORS 3. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% (±) 1 % AIR ENTRAINMENT BY �; 4b `, RESPONSIBILITY TO REQUEST ADDITIONAL INFORMATION (RFIs) AND/OR CLARIFICATIONS BEFORE VOLUME. AIR ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM 0260 AND C494. 4. ALL STRUCTURAL CONNECTION BOLTS SHALL BE ASTM A325, UNLESS NOTED OTHERWISE. �''Q F ,l . CONSTRUCTION. 4. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI-306. HOT WEATHER PLACEMENT HOOKED, HEADED, THREADED, AND NUTTED ANCHOR RODS SHALL BE ASTM F1554 (Fy = SHALL CONFORM TO ACI-305. MECHANICALLY VIBRATE ALL FORMED CONCRETE. DO NOT 36 ksi), UNLESS NOTED OTHERWISE. EXPIRES 12j31 j18 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2012 INTERNATIONAL BUILDING CODE OVER-VIBRATE. PLACE CONCRETE MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL (IBC) AS AMENDED BY THE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC). ALL JOINTS. PROTECT ALL CONCRETE FROM PREMATURE DRYING. DURHAM BUILDING ELEMENTS AND COMPONENTS NOT SPECIFICALLY DETAILED IN THESE STRUCTURAL SHEATHING: CONSTRUCTION DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED IN ACCORDANCE WITH 5. CHAMFER ALL EXTERIOR CORNERS 1 /2" UNLESS SHOWN OTHERWISE. TPS BUILDING REMODEL THE MINIMUM STANDARDS CONTAINED IN THE IBCAS AMENDED BY THE STATE OF OREGON. 1 . WOOD STRUCTURAL PANELS SHALL BE APA RATED EXPOSURE 1 PLYWOOD, AND COVERED IN 6. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE DOC PS 1 AND PS 2, UNLESS NOTED OTHERWISE. CLEAN WATER SERVICES 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. WATER/CEMENT RATIO OF THE ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR ADMIXTURE SHALL BE IN CONFORMANCE WITH ASTM494, USED IN CONFORMANCE WITH 2. MINIMUM PANEL THICKNESS SHALL BE 15/32", OR AS INDICATED IN THESE PLANS. 16060 SW 85th Ave INCONSISTENCIES. MANUFACTURER'S INSTRUCTIONS. SUBMIT ADMIXTURES TO ENGINEER FOR REVIEW PRIOR TO PARTICLEBOARD IS NOT PERMITTED. Tigard, OR 97224 5. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, CONSTRUCTION. 3. MINIMUM NAILING IS 8d©6" AT PANEL EDGES AND 8d©12" IN THE FIELD. ALL NAILS SHALL PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE 7. CEMENT SHALL BY TYPE I OR II IN CONFORMANCE WITH ASTM C150. AGGREGATES SHALL BE COMMON OR GALVANIZED BOX NAILS. BLOCKING IS REQUIRED WHERE NOTED ON THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND BE IN CONFORMANCE WITH ASTM C33. COARSE AGGREGATES SHALL NOT EXCEED 3/4". PLANS. Project #: 6788 ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. WATER SHALL BE CLEAN AND POTABLE. 6. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. ..---- PROVIDE SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. GRADE 40 MAY BE USED PREMANUFACTURED CONNECTION HARDWARE: STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. FOR #3 AND SMALLER TIES AND STIRRUPS. DETAIL AND PLACE ACCORDING TO ACI MANUAL T 5 E SP-66. 1 . CONNECTION HARDWARE IS BY THE SIMPSON COMPANY OF SAN LEANDRO, CA. ALL STEEL 7. CLADDING, WATERPROOFING, AND ARCHITECTURAL FEATURES ARE BY OTHERS AND ARE CONNECTORS SHALL BE GALVANIZED OR BY SOME METHOD MADE CORROSION RESISTANT, OUTSIDE THE SCOPE OF WORK. ANY DEPICTION OF SUCH FEATURES ON THE STRUCTURAL 9. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1 /2 FOR #5 AND SMALLER UNLESS OTHERWISE INDICATED. PETERSON STRUCTURAL ENGINEERS DRAWINGS ARE NOT INTENDED TO BE USED FOR CONSTRUCTION. REPRESENTATION OF SUCH BARS, 2" FOR #6 AND LARGER BARS AND 3" WHEN POURED AGAINST EARTH. SUPPORT FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE ACCURATE. REFER TO ARCHITECTURAL REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. 2. PROVIDE BOLTED OR NAILED CONNECTIONS FOR THE MAXIMUM CAPACITY UNLESS NOTED DRAWINGS AND/OR SPECIFICATIONS. OTHERWISE. 9400 SW Barnes Suite 100 Portland, Oregonon 97225 10. PROVIDE MINIMUM 48 BAR DIAMETERS AT SPLICES. NO MORE THAN 50% OF REINFORCING (503) 292-1635 SHALL BE SPLICED AT ANY LOCATION. UNLESS OTHERWISE NOTED, BEND ALL HORIZONTAL 3. CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE EITHER POST HOT-DIP mm/dd/yyyy PSE #: ##-### REINFORCING A MINIMUM OF 2'-0" AT. CORNERS AND WALL INTERSECTIONS. GALVANIZED OR STAINLESS STEEL. FASTENERS SHALL BE OF THE SAME MATERIAL OR DESIGN LOADS: PER 2012 IBC & 2014 OSSC PROTECTIVE COATING AS THE CONNECTORS, DO NOT MIX DIFFERING METALS IN THE SAME 1603.1 .2 - ROOF LOADS: 11 . FORMWORK SHALL BE IN ACCORDANCE WITH ACI-347 "GUIDE TO FORMWORK FOR CONNECTION. DEAD LOAD 15 PSF CONCRETE". FORMS SHALL BE DESIGNED BY THE CONTRACTOR. BRACING SHALL BE LIVE LOAD SEE SNOW LOADS PROVIDED AS REQUIRED OR UNTIL THE CONCRETE HAS REACHED ITS SPECIFIED 28-DAY STRENGTH. ALL SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. POST-INSTALLED CONCRETE ANCHORS: 1603.1 .3 - SNOW LOADS: FORMWORK, SUPPORTS, AND SHORING SHALL PROVIDE FINISHED CONCRETE SURFACES AT GROUND SNOW LOAD, Pg 10 PSF (SEA° SNOW MAP) ALL FACES: LEVEL, PLUMB, AND TRUE TO DIMENSIONS AND ELEVATIONS SHOWN IN THE 1 . ADHESIVE: FLAT-ROOF SNOW LOAD, Pf USE 25 PSF MIN. (2014 OSSC) DRAWINGS. SNOW EXPOSURE FACTOR, Ce 1 .0 1 .1 . ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO SNOW LOAD IMPORTANCE FACTOR, Is 1 .0, CATEGORY II INSTALL ADHESIVE ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS THERMAL FACTOR, Ct 1 .0 SOLID SAWN LUMBER: AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 1603.1 .4 - WIND DESIGN CRITERIA: 1 . STRUCTURAL LUMBER SHALL BE DOUGLAS FIR CONFORMING TO WWPA GRADING RULES. ULTIMATE DESIGN WIND SPEED, Vult 120 MPH 1 .2. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-11 RISK CATEGORY II SECTION D.2.2, ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING WIND EXPOSURE EXPOSURE C 2. MINIMUM GRADES ARE, EXCEPT AS NOTED OTHERWISE: A MINIMUM AGE OF 21 DAYS. INTERNAL PRESSURE COEFFICIENT SIMPLIFIED METHOD PER IBC, 1609.6 STRUCTURAL JOISTS & - #2 COMPONENTS & CLADDING: DESIGN WIND PRESSURES (+/-) BEAMS & STRINGERS -PLANKS 1 .3. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES WALL ELEMENTS (Atrib = 10ft2) 31 .36/-33.90 PSF ADHERENCE TO ACI 318- 11 SECTION D.9.2.2, INSTALLATION OF ADHESIVE OVERHANG ELEMENTS (Atrib = 10ft2) NA/-58.50 PSF POSTS & TIMBERS - #1 ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE ROOF ELEMENTS (Atrib = 10ft2) 18.05/-28.72 PSF DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (MI) AS CERTIFIED 3. DOUBLE JOISTS BENEATH ALL PARALLEL WALLS AND/OR PARTITIONS. THROUGH ACI AND IN ACCORDANCE WITH ACI 318- 11 SECTION D.9.2.2. PROOF 1603.1 .5 - EARTHQUAKE DESIGN CRITERIA: OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR 4. NOTCHING IS NOT PERMITTED IN JOISTS, RAFTERS, BEAMS, LINTELS, COLUMNS, TRUSSES, APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. NOTE: THE STATE OF RISK CATEGORY II SEISMIC IMPORTANCE FACTOR, 1E 1 .00 AND BRACING MEMBERS. OREGON DOES NOT REQUIRE ADHERENCE TO ACI 318-11 SECTION D.9.2.2. SPECTRAL ACCELERATION, Ss0.961 g 5. PRESSURE TREATED LUMBER SHALL CONFORM TO THE AWPA AND SHALL BEAR THE QUALITY 2. MECHANICAL: SPECTRAL ACCELERATION, S11 0.419 g MARK OF AN ACCREDITED ALSO INSPECTION AGENCY. MINIMUM TREATING STANDARDS SITE CLASS D SPECTRAL RESPONSE COEFFICIENT, SDS 0.715 g (RETENTION LBS./CU. FT) SHALL BE AS FOLLOWS: 2. 1 . MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED SPECTRAL RESPONSE COEFFICIENT, SD1 0.442 g TO INSTALL MECHANICAL ANCHORS IN ACCORDANCE WITH THE CONTRACT SEISMIC DESIGN CATEGORY CATEGORY D APPLICATION ACQ/ACZA CA-B DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHIN THE SEISMIC FORCE RESISTING SYSTEM(S) LIGHT FRAME, WOOD STRUCTURAL ABOVE GROUND 0.25 0.10 MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. SHEAR PANELS GROUND CONTACT 0.40 0.21 Issue Revision Date RESPONSE MODIFICATION FACTORS(S), R 6.5 FRESH WATER IMMERSION 0.40 0.21 PERMIT 3/3/17 SEISMIC RESPONSE COEFFICIENTS(S), Cs 0.110, STRENGTH DESIGN IN GROUND (STRUCTURAL) 0.60 0.31 DESIGN BASE SHEAR AS CALCULATED SILL PLATES 0.25 0.10 ANALYSIS PROCEDURE GENERAL PROCEDURE, PER ASCE-7 6. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH ACZA TO A MINIMUM RETENTION OF 0.25 POUNDS PER CUBIC FOOT BY ASSAY. FOUNDATIONS: 7. NAILING SHALL BE IN CONFORMANCE WITH THE 2012 IBC UNLESS NOTED OTHERWISE. 1 . GEOTECHNICAL REPORT WAS PREPARED BY SHANNON & WILSON, INC. OF 3990 COLLINS FASTENERS FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED STRUCTURAL WAY, SUITE 100, LAKE OSWEGO, OREGON. PHONE: (503) 210-4750, DATED APRIL 6, 2016 GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS (THEIR FILE No. 24-1 -03989-002). THE CONTRACTOR SHALL BE FAMILIAR WITH THAT FOR ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A-153. 5/8-INCH GENERAL NOTES DIAMETER STEEL ANCHOR BOLTS & LARGER NEED NOT BE GALVANIZED, UNLESS NOTED REPORT AND CONFORM TO THE RECOMMENDATIONS CONTAINED THEREIN. OTHERWISE. 2. ALL FOUNDATIONS TO BEAR ON UNDISTURBED NATIVE MATERIAL, OR GRANULAR COMPACTED 8. PROVIDE STANDARD 3"x3"xY4" PLATE WASHERS UNDER ALL INTERMEDIATE ANCHOR BOLT ENGINEERED FILL, PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. EXCAVATIONSHEADS AND NUTS AT THE SILL PLATE. USE STANDARD WASHERS FOR ALL OTHER BOLT FOR FOUNDATIONS SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO HEADS AND NUTS IN CONTACT WITH WOOD. PLACING OF CONCRETE FOR FOUNDATION. 3. SOIL DESIGN CRITERIA, PER GEOTECHNICAL ENGINEER: 3.1 . SOIL BEARING - 1 ,500 PSF, SPREAD FOOTINGS; 2,000 PLF, CONTINUOUS WALL FOOTINGS Scale AS NOTED 3.2. Y3 INCREASE ALLOWED PRESUMED CAPACITIES FOR SHORT TERM LOADS Date March 3, 2017 3.3. FRICTION COEFFICIENT - 0.40 Sheet No. SPECIAL INSPECTIONS: deca 1 . AN INDEPENDENT TESTING LABORATORY CHOSEN BY THE OWNER SHALL PROVIDE SPECIAL ARCHITECTURE . I N C INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE STRUCTURAL SYSTEMS OUTLINED HEREIN. ALL OTHER ELEMENTS SHALL COMPLY WITH 935 SEAlder Street, Portland Oregon 97214 THE SPECIAL INSPECTION & TESTING REQUIREMENTS OF CHAPTER 17 OF THE INTERNATIONAL tel 503 239 1987 fax 503 239 6558 BUILDING CODE. REQUIRED SPECIAL INSPECTION OF STRUCTURAL SYSTEMS OUTLINED IN THESE CONSTRUCTION DOCUMENTS INCLUDE THE FOLLOWING AREAS OF WORK: • 1 .1 . SOILS COMPACTION: ALL SOIL BEARING SURFACES AND FILL MATERIALS SHALL BE INSPECTED BY THE SOILS ENGINEER PRIOR TO PLACING CONCRETE OR AS INDICATED BY THE GEOTECHNICAL ENGINEER. 1 .2. CONCRETE: 1 .2.1 . CYLINDER TESTS, SLUMP TEST, AIR CONTENT �`eiPRactkokGNEr4, sa�a2PE 1 .2.2. DURING PLACEMENT OF REINFORCING STEEL & ANCHOR BOLTS 1 1 .2.3. DURING PLACEMENT OF CAST IN PLACE CONCRETE (CIP) 1 .2.4. SPECIAL INSPECTION IS NOT REQUIRED FOR FOOTINGS WHEN THE REQUIRED CONCRETE STRENGTH IS LESS THAN OR EQUAL TO 2,500 PSI. -sr, F '4ON. k , 1 .3. EPDXY ANCHORAGE 8 1 .4. STRUCTURAL STEEL EXPIRES 12/31/1 1 .5. STRUCTURAL WELDING, DOES NOT APPLY TO QUALIFIED SHOP WELDS. NOTE TO BE CONSIDERED QUALIFIED SHOP WELDS THEY MUST BE PERFORMED IN A PRE—QUALIFIED SHOP AS RECORDED BY THE JURISDICTION OF RECORD, A WRI I I EN DURHAM VERIFICATION OF PRE—QUALIFICATION WITH THE JURISDICTION OF RECORD IS TPS BUILDING REMODEL REQUIRED PRIOR TO PERFORMING ANY STRUCTURAL WELDING IN A SHOP WITHOUT SPECIAL INSPECTION. 1 .6. HIGH STRENGTH BOLTING CLEAN WATER SERVICES 2. THE TESTING AGENCY SHALL PROVIDE THE ENGINEER OF RECORD, THE OWNER, AND THE • 16060 SW 85th Ave BUILDING OFFICIAL COPIES OF ALL RELEVANT TEST REPORTS AND SPECIAL INSPECTIONS. Tigard, OR 97224 3. THE FOLLOWING COMPANIES HAVE BEEN PRE—APPROVED FOR SPECIAL INSPECTION, ALTERNATES SHALL BE SUBMITTED TO, AND APPROVED BY, THE ENGINEER PRIOR TO USE: Project #: 6788 CARLSON TESTING, INC. MAYES TESTING ENGINEERS. INC. 8430 S.W. HUNZIKER ROAD 7911 NE 33rd DRIVE, SUITE 190 TIGARD, OREGON 97223 PORTLAND, OREGON 97211 PHONE: 503.684.3460 PHONE 503.281 .7515 c,„ E ACS TESTING, INC. CLAIR COMPANY 7409 SW TECH CENTER DRIVE, SUITE 145 525 NW 2nd STREET PETERSON STRUCTURAL ENGINEERS TIGARD, OREGON 97223 CORVALLIS, OREGON 97330 PHONE: 503.443.3799 PHONE: 541 .758. 1302 9400 SW Barnes Rd., Suite 100 Portland, Oregon 97225 (503) 292-1635 mm/dd/yyyy PSE #: ##—### STRUCTURAL OBSERVATION REQUIREMENTS: 1 . THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE OREGON LICENSED PROFESSIONAL ENGINEER, APPROVED BY THE ENGINEER OF RECORD, TO PERFORM STRUCTURAL OBSERVATIONS IN ACCORDANCE WITH SECTION 1704.5 OF THE INTERNATIONAL BUILDING CODE. 2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY OTHER INSPECTION CRITERIA, INCLUDING SPECIAL INSPECTION, AS REQUIRED BY THE BUILDING OFFICIAL OR AS INDICATED WITHIN THE INTERNATIONAL BUILDING CODE. 3. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING OFFICIAL (AND THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION). AT THE CONCLUSION OF THE STRUCTURAL WORK INCLUDED WITHIN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL AND THE OWNER (AND THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR STRUCTURAL OBSERVATION) A WRI I I EN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. 4. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR THE STRUCTURAL OBSERVER TO PERFORM THE REQUIRED STRUCTURAL OBSERVATIONS. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE OWNER AND STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS BEFORE THE TIME AT WHICH THE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE PERFORMED. IN ADDITION THE CONTRACTOR SHALL UPDATE THE STRUCTURAL OBSERVER OF THE CONSTRUCTION PROGRESS. 5. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED FOR THE FOLLOWING AREAS OF WORK: 5.1 . TBD Issue Revision Date SUBMITTALS: PERMIT 3/3/17 THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL SUBMITTALS FOR APPROVAL , PRIOR TO CONSTRUCTION, FOR THE FOLLOWING ITEMS: 1 . CONCRETE MIX DESIGN AND PROPOSED ADMIXTURES STRUCTURAL GENERAL NOTES Scale AS NOTED Date March 3, 2017 I I I p rnlh Sheet No. , el •I' II • deca ARCH ITE CTU RE . INC 935 SE Alder Street, Portland Oregon 97214 tel 503 2391987 fax 503 239 6558 d 45613 PO? co 4*is/ 82232PE ' ) „". 9,��''� tor, 0 .. .. �� FC ;,/�� EXPIRES / 12 31 18 � • � .iii DURHAM �j ;!i��/ TPS BUILDING REMODEL /�`. ��i ! CLEAN WATER SERVICES �, 16060 SW 85th Ave NEW ENTRY j,,;��/ Tigard, OR 97224 WALL % ' FOOTING %)j Project #: 6788 ,T 2 % , (E) SPREAD 8 NEWTING SHON FOOHATCHED � "'�� \ F Ø ' \ BELOW \I giii A. (TVP PER � ) \ S501 S50 / 0 "1 \ PETERSON STRUCTURAL ENGINEERS '' _ y/:.%////..'%///////...�:. �C? iii "s i ' ,/ S. // `'' = (E) STEEL 1/ 11i�'/,- 9400 SW Barnes Rd., Suite 100 � , \\ jj . Part(503) 292-1635and, Oregon 225 COLUMNS // , /j I TYP \ // mm/dd/YYYY PSE #: ##—### I ( ) ' \ / ,,,�-f ` �o TYP CONDENSING UNIT PAD PER 4 i 0y "% 50 - 0 all2/ / %NZ,, e e e e o o e e — — i 1 \ v.:‘, / %::.,k / o 0 1 f-I—�I I I I ISI I -t - , Mill `'' ' `' s' \ , I i ♦ / , /- , (E) 4 -6SQR ' , D 0 b r SPREAD \ 517111 \ \ .\ FOOTING / 0 - , - - - - - - —r -r- - - - - _L-1- - - - - -lr - - —B I- n 1 - f - '--u- - f- - -� t - �,.� - - - �� \,,,,,, ./i `` (E) SPREAD (E) GRADE / \ • ts I 1 FOOTING BEAM /�� a :,/ / (E) WALL ' - T ( ( ( ( I \ // ,, 0 FOOTING ``,, D , , r I :<- `` (TVP) 11 1 I o , I , \ s SI ..�.► ..r .�► .A ...� j1141,111111111%44 41%111....\,4111&\ ;/, .#L r /Uuiiwii/iii 0000000000 0ii.^ incl, I. iiiiiiiui/iiiiLi i/AII, I// ' i — — — — — — —`+, — — — — — — — — — — — — —*.•I?_4iuiiiiisi viJ iii_Ii7 //i/�5� — iiii//%moi iiiii �✓r%/iii' -ii_ 7i%/f#7#7 4_ d/iiii ivi.fi sw iii_" iiii1i_� fiiii/fi/iiiJJ. i virrri_iiiil�is_ iiiiiiii��iir/fi. ✓%/ /i%iii 7i?`W777�%i�ii// /w' — — Go '\ 11....--0-1 DI I I I v 1--1.........1 I C a <51111>3 12 - TVP 1 THIS WALL S50 COLUMN TO BE REMOVED WALL ABOVE SHOWN DASHED Issue Revision Date PERMIT 3/3/17 FOUNDATIONPLAN NED 1 /8" . FOUNDATION PLAN • Scale AS NOTED Date March 3, 2017 Sheet No. „,,,I1. III` SHEAR WALL SCHEDULE (1.2.4.5.6,12) HOLDOWN SCHEDULE (1.2.3.4,5.6.7.5,9) 1 (3l 2 3 h.e.s.10.11.13) 4 5 - d e e a O O O O O HOLDO CORNER ARCHITECTURE . INC WN HOLDOWN FASTENERS ANCHOR NAILING WALL MIN. EDGE MIN. SILL PLATE MIN. SOLE PLATE SOLE PLATE TO SILL MARK SHEATHING -SILL ANCHORAGE TO NAILING TO RIM JOIST „ 935 SE Alder Street, Portland Oregon 97214 TYPE NAILING CONCRETE OR BLOCKING PLATE VHDU2—SDS2.5 (6) SDS25212 SCREWS 5/8" DIA.x12 1 /2" EMBED. ATR W/ HILTI HIT—HY200 (12) 16d tel 503 239 1987 fax 503 239 6558 EPDXY NAILS 5/8" DIA. ANCHOR BOLT 15/32" APA 2x AT 48" D.C. 0 HDU2—SDS2.5 (6) SDS25212 SCREWS SIMPSON SSTB20 ANCHOR (12) 16d d (A) RATED 8d AT 6" O.C. „ 16d AT 10" O.C. 10d AT 7" O.C. NAILS 5/8 DIA. ANCHOR BOLT SHEATHING 3x AT 48" O.C. HOLDOWN SCHEDULE NOTES: 15 32" APA 2x 5/8" DIA. ANCHOR BOLT 1 . HOLDOWNS OCCUR AT ENDS OF STRUCTURAL PANELS AND SHALL FASTEN TO A MINIMUM OF (2) 2x STUDS, UNLESS pF / AT 48" O.C. NOTED OTHERWISE. "... VN�© RATED 8d AT 4" O.C. 16d AT 10" O.C. 10d AT 7" O.C. 2. CONNECTION HARDWARE IS BY THE SIMPSON COMPANY OF SAN LEANDRO CALIFORNIA. 232PERSHEATHING 5/8 DIA. ANCHOR BOLT 44_ 3. PROVIDE BOLTED OR NAILED CONNECTIONS FOR MAXIMUM CAPACITY UNLESS NOTED OTHERWISE. 4,(.7,....., x AT 48" O.C. 4. CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE EITHER POST HOT—DIP GALVANIZED OR STAINLESS 3F ,' , ; ' SHEAR WALL SCHEDULE NOTES: STEEL. R 5. WHERE STRUCTURAL PANELS MEET AT A CORNER CONDITION, USE THE HOLDOWN WITH GREATER NUMERICAL DESIGN. 1 . THE LOCATION OF REQUIRED STRUCTURAL PANELS HAVE BEEN SHADED FOR CLARITY. BLOCKING IS REQUIRED AT PANELS JOINTS UNLESS NOTED Fpd� OTHERWISE. FIELD NAILING TO BE 12" O.C. 6. STRAP HOEDOWNS SHALL HAVE A CLEAR SPAN OF 18" OR LESS. EXPIRES 12/31/18 2. ALL EXTERIOR WALLS SHALL BE TYPE A WALLS UNLESS NOTED OTHERWISE. 7. STRAP FASTENERS TO BE INSTALLED INTO WALL STUDS. CONCRETE ANCHORS 1N JOIST FLOOR SYSTEMS SHALL HAVE SOLID BLOCKING FROM THE SOLE PLATE TO THE SILL PLATE 3. WOOD STRUCTURAL PANELS SHALL BE CDX PLYWOOD OR OSB PANELS BEARING AN APA STAMP AND COVERED IN DOC PS1 AND P52, UNLESS 8• NOTED OTHERWISE. FOR THE WIDTH OF THE EDGE MEMBER. DURHAM 9. STEM WALL TO BE 6 WIDE MIN. 4. PANELS SHALL BE INSTALLED ON STUDS SPACED A MAXIMUM OF 16" 0.0. 10. STEM WALLS TO BE 8" WIDE MIN. TPS BUILDING REMODEL 5. PANELS SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING. INSTALL PANELS VERTICALLY OR HORIZONTALLY UNLESS NOTED OTHERWISE. 6. NAILS TO BE COMMON OR GALVANIZED BOX NAILS. GALVANIZED NAILS SHALL BE HOT DIPPED OR TUMBLED. NAILS TO BE 3/8" FROM PANEL EDGE. CLEAN WATER SERVICES 7. USE 3"X3"X1 /4" PLATE WASHERS. EDGE OF WASHER SHALL BE NO MORE THAN 1 /4" FROM SHEATHING. 8. SILL PLATES SHALL BE ANCHORED WITH A MINIMUM OF TWO INTERMEDIATE ANCHOR BOLTS WITH ONE BOLT NOT MORE THAN 12" FROM EACH END, 16060 SW 85th Ave NOR CLOSER THAN 4". Tigard, OR 97224 9. SOLE PLATE NAILING INTO PRESSURE TREATED WOOD SHALL USE GALVANIZED NAILS. COMMON OR BOX NAILS PERMITTED UNLESS NOTED LEGEND: OTHERWISE. 10. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER, AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED AT 2 INCHES //A SHEAR WALL ON CENTER. Project #: 6788 11 . INTERMEDIATE ANCHOR BOLTS SHALL BE LOCATED AT THE CENTERLINE OF SILL PLATES WITH MIN. 7" EMBED. V HOLDOWN CALLOUT 12. SHEATHING TO BE CONTINUOUS FOR LENGTH OF WALL MARKED ON PLAN. SHEATHING SHALL NOT BE INTERRUPTED AT WALL INTERSECTIONS. \CT)I O WALL TYPE CALLOUT13. SILL PLATE TO BE P.T. HEM FIR #2 OR BETTER. ENTRY WALL PSE HOLDOWN DETAIL PETERSON STRUCTURAL ENGINEERS �A PER 3 EXTERIOR TYPE INFILL WALLS SHOWN S501 940o sw Barnes Rd., Suite 100 HATCHED TYP—UNO (E} SHEARWALL: /2" STR II DFPA Portland, Oregon 97225 ) 1 BOTH ENDS OF 2 PLYWOOD w/1Od NAILS @ 6" o.c. 44 5 mm/dd/y(5oyyy 292-1635 HATCHED WALL12" \ EDGES, O.C. FIELD 5.25x9.25 2.0E ' ADD 10d NAILS @ 6" o.c. EDGES, , \ PARALLAM HEADER 19'-4 1 /8"±\ CENTERED BETWEEN (E) EDGE NAILING - O - - 4— h — . — � �h � _f r \\ @ ENTRY IN WALL - TYPE OA \ O PROVIDE 5/8"0 SIMPSON TITEN HD r ii INTERMEDIATE ANCHORS @ MAX 48"o.c. r 1 , _ �1 �/ -,/, 16'-1 5/8"± AND 4"- 12" FROM SILL PLATE ENDS �a /� '‘ / , (E) SHEARWALL ` , \ // % 0 r n U I J `` T� / , a a a a a a ° ° a ' s ' _ _ INFILL SLAB SHOWN - / 0 j_j__ILI \� SHADED (TYP) V / �� 0 r�( J S \ ,,,,,,, 124P icP '-7 1 /16" / ° ' ° rw H TYP• , (E} SHEARWALL ► ' ::::::::::,,,:::':::::: ry .: )0 , I ologs::.:.,::.:.. - ...:..... ..:.:,..! ::::::::.i.:.. ..,.. A I --------- - :: F , � I — r- o I o �- �� HOEDOWN DETAIL � �'-�' -- � ,. ' � ; t i J PER 3 RECESS SLAB 1/2 � / AT RESTROOM (E) SHEARWALL: Y2 STR II HOLDOWN DETAIL \ `, - ' il / 501 (SHOWN HATCHED) DFPA PLYWOOD w/10d NAILS PER 3� \ / ` o ,- @ 27/2" o.c. EDGES, 12" o.c. 3'-0" � ' BOTH ENDS OF WALL — S501 / � � 1 FIELD (BOTH SIDES) \ / � INFILL WALL BOTH ENDS OF WALL INFILL (E) RA TYPE B 7' II REGISTERS PER 0 0 \ 1 (TYP) 12,-8„ i 502 Q - - - - - (E) SHEARWALL - — - - 0 Issue Revision Date 1 / \ PERMIT 3/3/17 `', TYPICAL TOP OF WALL >6- 1 !� ° ' — • 3 CONNECTION. INSTALL CLIPS 4 50 AT ALL EXTERIOR WALLS 8c COLUMN TO 501 SHEARWALL: Y" STR II DFPA BE REMOVED 115'-6 3/8" INTERIOR SHEAR WALLS (E) 2 INFILL WALL TYPEDA ALONG GRIDLINES 2 & 3. PLYWOOD w/10d NAILS @ 6" o.c. BETWEEN (E) COLUMNS EDGES, 12" o.c. HELD INFILL SLAB SHOWN FLOOR PLAN ADD 10d NAILS @ 6" o.c. EDGES, (TYP) BETWEEN (E) EDGE NAILING SHADED ( ) FLOOR PLAN \ED 1 /8" = 1 , _0" Scale AS NOTED Date March 3, 2017 II' III 'II ,IIS Sheet No. ,; i ,, deca NEW SKYLIGHT ARCHITECTURE . INC 11 '-1 5 8 ± - 935 SE Alder Street, Portland Oregon 97214 tel 503 2391987 fax 503 239 6558 2'-3 1 /4”± SIMPSON HUC410 (E)3YSx10Y2 GLULAM - 4'-4 3/4"± - - 4'-5 5/8"f - • - HANGER, (TVP 4 PLACES} I d ' I 4x10 DFL S.S. (i- - - - ., - - - - I \\ -I PAF \ I (E) COLUMN BELOW �,�� INE4.4` 4 `\ c�, 82232PE ' 1 l \ 1 \ �b � I I \ '9'b '� F vi , \ / (J \ Ui (E)3Y8x10Y2 GLU LAM I \ EXPIRES 12/31/18 ViJ i / I. \ 9'-5 11 /16"± X I I DURHAM I co ¢ I TPS BUILDING REMODEL I / \ I CLEAN WATER SERVICES NI- I I / \ SIMPSON HUC48 / \ HANGER, (TYP 4 Tiger d, OR SW 85th 97224e PLACES) I t / \ Project #: 6788 T l I- - I f 4x10 DEL S.S. C3 (E) MECHANICAL PIT PETERSONSTRUCTURALENGINEERS 9400 SW Barnes Rd., Suite 100 Portland, Oregon 97225 \1 \2\ 3 4 5 (503) 292-1635 PSE # ##-### \ ' \ SKYLIGHT FRAMING \ AO / / - I / MECHANICAL UNITS IN PIT \, \ O j'�f/ I 4x10 FRAMING AROUND / � `� \ f7--- f / '\ I (N) ROOF HATCH W/ I / \ j/./ . HUC410 HANGERS ( i / �\ � IE i / r ° \ 0 /// / 4I / - — : ..-- -..• \ k.- .-.--7' -- \\\\\ • __ __ o0 _______ v.; ....- _____ _______ ___ J _ ° N \ \ ' ........................"...........6L \ \\ )7.'4 \ . ♦•••••• •••••••►•••4iik - \\ I e \ \ ,_ .... \\'" %%%'*"... ,if.,,,,, i \,--, I � - I I fV \ .-""---. / / ) ‘ /'\______17. # I I I MP \ 0 - - — - — - - - - — - - _—_--_- - -_------_—_----_-_ deca ARCHITECTURE . INC SCREEN ABOVE T- PER ARCH 935 SE Alder Street, Portland Oregon 97214 tel 503 2391987 fax 503 239 6558 INFILL WALL PER SHT S102 di #5 CONT ©12" 2x PT SILL PLATE o.c., MIN. (2) IN < < 5" THICK INFILL SLAB STEM, CENTERED ,! 2" CLR m }� ..‘ + R'zzzs w/ 6x6—W1 .4x1 .4 #5x ©16 o.c. - #5x ©16 o.c. c, tffiG z3�E MESH, CENTERED y" JOINT 0-6 { d Q 0-9 e' 2 ALTERNATE HOOK ALTERNATE HOOK F / 7.--- -.ILLER FILLER \ BN DIRECTION #5 CONT ©12" o.c., DIRECTION '" '� r' " °, a •_ r4;0151 ,,lob1' �, a MIN. (2) IN STEM, ° a • - a CENTERED r ° A a ° / GRADE d EXPIRES 12/31/18 a a ��((' �) �� " �Q VARIES )(4; /a,. /a,, /\' E E - . 4000000 \ E E MAX. 5, 0„ 1 Oft,•,* MIN. 1 '-6" ,} a ° DURHAM OVER-EXCAVATE AND �♦ ►I♦ 10 ----" TPS BUILDING REMODEL /a,�- I ao. •. • 8" < Y2" JOINT FILLER FILL PER GEOTECHNICAL 3" CLRel I-�- + ° r ° CLEAN WATER SERVICES REPORT Afittel: a .GRADE \ ' , CONC WALKWAY 1606o TR 85tH Ave 8" (2) #5 CONT //\\ \\/7 ° ° d a Tigard, OR 97224 d 5'1 5" /\ A/ d g j61.4 L 'cl• "(24 `0. 1 '-6" t Q - .a Qa ai,aNOTE: CONTINUE STEM MIN. * •a • ° ° e ' 4100 AP Project #: 6788 HORIZONTAL REINFORCING I I 1 1 '-0" �a. _ 4 �!;,�� OVER-EXCAVATE AND INTO ADJACENT (E) WALL (E) WALL FOOTING — I FILL PER GEOTECHNICAL FOOTINGS. EMBED MIN. 5" BEYOND �•� ' REPORT IN HILTI-HY200 EPDXY. I7 + � 3" CLR •♦ �fCa sE #5 TRANS ©12" __,/ (4) #5 CONT, T&B PETERSON STRUCTURAL ENGINEERS 9400 SW Barnes Rd., Suite 100 Portland, Oregon 97225 (503) 292-1635 mm/dd/yyyy PSE #: ##—### TYPICAL WALL FOOTING DETAIL . ENTRY WALL FOOTING DETAIL2- 1 " = 1 ,_0" 501 1 " _ 1 ,_0„ 50y 1 A35 CLIPS ©32"o.c. HDU8-SDS2.5 INSTALL AT ALL NEW AND HOLDOWN EXISTING EXTERIOR WALLS (E) SHEARWALL AND INTERIOR SHEAR WALLS MIN. 3" END STUD. ALONG GRIDLINES 2 & 3. LAMINATE ADDITIONAL A/ /- � E ROOF ASSEMBLY: 3x6 T&G STUDS w/ 8d NAILS { ) AT 8" o.c. AS REQ'D DECKING w/2-50d NAILS © BN SUPPORTS AND ENDS -+ 3/8" PLYWOOD OVERLAY w/6d NAILS © (E) SILL PLATE 411.4%-____/ 6 o.c. EDGES, 12" o.c. FIELD ►►C9 � ftillio-''''.--- , SLAB 4 /7 (E) r4 :� ,° 4 a Q I. w ° w f 10" MIN. DOUBLE 2x TOP �/8 b PAB7 $ e, BEE MRADE PLATE, SLOPE OR ANCHORBLOCK AS REQ'D (E) ROOF FRAMING � Issue Revision Date (E) GLULAM PER PLAN CORE DRILL (E) GRADE ROOF SIMPSON LSTA12 PERMIT 3/3/17 BEAM. PLACE ANCHOR RAFTER STRAP EA. SIDE OF AND PATCH w/5,000 PSI ,<>. BEYOND BEAM TO STUD NON-SHRINK GROUT EXTERIOR WALLS I I Z HEEAR WALOLS PER IR S - STRUCTURAL SHT 5102 DETAILS (N) PARALLAM HEADER PER PLAN N (E) WALL (N) DBL STUDS TRIMMER STUD Scale AS NOTED HOLDOWN DETAIL / 3WALL TOP CONNECTION DETAIL HEADER CONNECTION DETAIL 5 Date March 3, 2017 1 " = 1 '_0" �550y/ 1 " = 1 '-0" 501 1 " = 1 ,..._0" 501 Sheet No. I I iI deca ARCHITECTURE . INC 935 SE Alder Street, Portland Oregon 97214 tel 503 2391987 fax 503 239 6558 1 di CHIP BACK (E) " TO BETREMOV RERIOR EMOVED SLAB © 45°±, Y2 JOINT FILLER LONG SIDES OF APPLY SIKA 110 EPOCEM TO 5" THICK INFILL SLAB PF DUCT OPENING ,5 oGINffR /„ DEMO SURFACES PER w/ 6x6 W1 .4x1 .4 MESH, (E) SLAB & STRIP if 82232 ,�` - MANUFACTURER SPECIFICATIONS CENTERED FOOTING SECTION TO A REMAIN - (E) EXTERIOR ., . or, ' WALL INFILL FLOOR DUCT 18" MIN4 pr q, �,, . 70151, /� PENETRATIONS A t/ CHIP BACK Al • d � '' //// EXPIRES 12f31/18 EXISTING FLOOR d VARIES - 5" SLAB CG 45°O �,ipV Jae. O )1111f• &I V DURHAM CLR (E) 5" FLOOR SLAB #5 DOWELS © 16„ 14.'.4*` °� TPS BUILDING REMODEL Ii o.c., EMBED MIN 5 0000000 CLEAN WATER SERVICES f % INTO (E) SLAB w/ lap� Ia., °• t 6" A. HILTI—HY200 EPDXY /4,��♦4�� 1 1 /2" �`t 00� 16060 SW 85th Ave CLR if OVER EXCAVATE & ALL / PT FORMWORK REPORT Project #: 6788 3 MIN A CLR #5 BAR ......--- DOWELS PLAN VIEW SECTION A—A C) 5 [E E /#5 BAR DOWEL INTO EPETERSON STRUCTURAL ENGINEERS EXISTING SLAB 5" MIN w/ HILTI HIT—HY 200 EPDXY, 9400 SW Barnes Rd., Suite 100 CENTERED IN SLAB Portland, Oregon 97225 (503) 292-1635 mm/dd/yyyy PSE #. ##—### TYPICAL FLOOR SLAB INFILL DETAIL , NEW TO EXISTING SLAB SECTION 2 1 — 1 /2" = 1 '_o" 50 1 „ = 1 '_0„ 50 (E) 3YSx10Y2 GLULAM ' -41 6" THICK SLAB w/ (E) HSS3x3xY4 6x6—W1 .4x1 .4 MESH OR #4 CONDENSING UNIT AI COLUMN TO BE CUT 3%6" / © 12"o.c. E.W., CENTERED PER MECHANICAL rr » r� 3/4"O THRU BOLT it 6Y$ x5 4 SIMPSON LSTA12 STRAP, a a Q 2" MIN. GRADE Issue Revision Date 6x10 DFL #2 WINDOW HEADER R6"x5"xY4" EA. SIDE TYP BOTH SIDES OF BEAM ° q d • �a / \ \\ A ° //‹./� PERMIT 3/3/17 d1 � /rVvi�/1 �4/�i �4 ' /(Ja� Y / \ 3 3/4" - 1 1 /4" °° 4'-0" SQR MAX. o ° OVER—EXCAVATE AND ° 3" 3" _° (2)2x6 TRIMMERS FILL PER GEOTECHNICAL REPORT STRUCTURAL ° Q DETAILS ./\/ ii\i - MAX 6'-0" Scale AS NOTED COLUMN CUT SECTION ri CONDENSING UNIT PAD 4 Date ll 1: ,1 ri tloil March 3, 2017 1 — 1 /2" = 1 '—0" ,50 1 " = 1 '—o" 50 Sheet No. deca PLUMBING LEGEND PLUMBING GENERAL NOTES: ARCHITECTURE . INC 935 SE Alder Street,Portland Oregon 97214 A. THE DRAWINGS ARE DIAGRAMMATIC. PROVIDE ALL MATERIAL (NEW AND UNDAMAGED) AND LABOR tel 503 239 1987 fax 5032396558 AFF ABOVE FINISHED FLOOR - - (CW) COLD WATER FOR A COMPLETE AND OPERABLE SYSTEM. VERIFY ALL BUILDING MEASUREMENTS DIMENSIONS ARCH ARCHITECTURAL AND EQUIPMENT LOCATIONS BEFORE PROCEEDING WITH ANY OF THE WORK. B.G. BELOW GRADE _ _ 4 BTU BRITISH THERMAL UNIT (NPW) NON-POTABLE COLD WATER B. REFER TO THE MECHANICAL SPECIFICATIONS FOR MATERIALS, EQUIPMENT, AND ADDITIONAL CAP. CAPACITY CONSTRUCTION INSTRUCTIONS NOT COVERED BY THESE PLANS. C.I. CAST IRON - - - - (HW) HOT WATER COMP. CMPARMENT C. VERIFY THE EXISTING EQUIPMENT, PIPES, VALVES LOCATIONS AND SIZES THAT ARE SHOWN ON HWR HOT WATER RECIRC THESE PLANS AND REPORT ALL DISCREPANCIES BACK TO ENGINEER FOR EVALUATION PRIOR TO X4:1:0: CONT. CONTINUATION - - - - - - (HWR) �� ' CU. CUBIC PROCEEDING WITH WORK. .4_ , , , ; DF DRINKING FOUNTAIN (W) ABOVE GRADE WASTE 03�2 D. ALL INSTALLATIONS SHALL COMPLY WITH APPLICABLE FEDERAL AND STATE CODES INCLUDING -' QREGON DI DEIONIZED (WATER) la DIA. 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC), 2014 OREGON PLUMBING SPECIALTY CODE yL ,g 4c, DIAMATIO _ _ _ OPSC 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC), 2014 OREGON FIRE CODE (IFC), 'on Bg � ELEV. ELEVATION (W) BELOW GRADE WASTE (OPSC), von 131. EWC ELECTRIC WATER COOLER 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC), AND NATIONAL FIRE PROTECTION 1 EXPIRES: 30JUN18 FD FLOOR DRAIN ASSOCIATION (NFPA). WHERE TWO CODES DIFFER THE MORE STRICT OF THE TWO SHALL BE FDC FIRE DEPARTMENT CONNECTION V V V (V) VENT FOLLOWED. DURHAM FIRE HOSE CABINET F.F. FINISH FLOOR RD (RD) RAIN DRAIN E. ALL PIPES, EXITING, ENTERING OR PASSING THROUGH ANY RATED FIRE WALL OR OCCUPANCY TPS !HIDING REMODEL FLG. FLANGE SEPARATION SHALL HAVE FIRE BLOCKING. T FOOT / FEET CLEAN WATER SERVICES G GAS ----RD (UG RD) UNDERGROUND RAIN DRAIN F. ALL NON-PRESSURIZED DRAIN LINES (SANITARY WASTE) ARE TO HAVE A MINIMUM SLOPE OF GA. GAUGE 1/4" PER FOOT UNLESS OTHERWISE NOTED. 16060 SW 85th Ave GALV. GALVANIZED Tigard, OR 97224 GPM GALLONS PER MINUTE OD (OD) OVERFLOW RAIN DRAIN G. ALL PIPING INVERTS OR ELEVATIONS ARE MEASURED TO BOTTOM OF PIPE (BOP), UNLESS G.V. GATE VALVE OTHERWISE IDENTIFIED. HP HORSEPOWER NEW WORK ENTITY HR. HOUR H. ALL POTABLE WATER SYSTEM PIPING AND EQUIPMENT ARE TO BE FLUSHED AND DISINFECTED Project 1 6788 I.E. INVERT ELEVATION PRIOR TO COMMISSIONING AND USE, AS PER CLEANING AND COMMISSIONING REQUIREMENTS kW KILOWATT - - (D) DEMOLISH, (R) RELOCATE OUTLINED IN OREGON PLUMBING SPECIALTY CODE & SPECIFICATIONS. LAV LAVATORY M. LBS POUNDS (E) EXISTING ENTITY I. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF AT AN APPROVED LOCATION. TRENCHES FOR MAX. MAXIMUM PIPING SHALL BE SHORED AND WIDE ENOUGH FOR PROPER INSTALLATION. IL 1 MBH THOUSANDS OF BTUs PER HOUR MIN. MINIMUM _ - (CW) EXISTING COLD WATER J. PROVIDE CLEANOUTS WHERE INDICATED AND PER CODE. -1A.1- M.J. MECHANICAL JOINT N.I.M. NOT IN MECHANICAL .. _ _ - (HW) EXISTING HOT WATER K. PRIME FLOOR DRAINS/FLOOR SINKS PER CODE. Y�'�T OS&Y OUTSIDE STEM & YOKE Il ` PROT. PROTECTION - - - - � - - - - (HWR) EXISTING HOT WATER RECIRC L. SEE SPEC FOR CONNECTION OF DISSIMILAR MATERIALS. Consulting Engineers PRV2007 S.E. Ash St. PRESSURE REDUCING VALVE PSI,PSIG POUNDS PER SQUARE INCH EXISTING WASTE BELOW GRADE M. VERIFY ALL ELECTRICAL REQUIREMENTS BEFORE ORDERING EQUIPMENT. Portland, OR 97214 PHN: (503) 234-0548 P/T PRESSURE / TEMPERATURE (W) FAX: (503) 234-0677 REQ'D REQUIRED N. INSTALL ALL EQUIPMENT PER MANUFACTURERS' INSTRUCTIONS. WTIr.MFIA-ENG.COM RPBP REDUCED PRESSURE BACKFLOW PREVENTER V-° (V) EXISTING VENT RPM REVOLUTIONS PER MINUTE 0. CONTRACTOR TO PROVIDE ACCESS DOORS WHERE REQUIRED BY CODE. TYP. TYPICAL UR URINAL - RD (RD) EXISTING RAIN DRAIN P. CONTRACTOR TO FLASH AND COUNTERFLASH NEW VENT THRU ROOF WATER TIGHT. VTR VENT THROUGH ROOF WC WATER CLOSET Q. CLEANOUTS FOR STORM DRAINS SHALL COMPLY WITH CLEANOUTS FOR SANITARY DRAINAGE CODE BACKGROUND REQUIREMENTS. PRESSURE/TEMP RELIEF VALVE PLUMBING CALCULATIONS SCHEDULE FIXTURE UNIT COUNTS ill BUTTERFLY VALVE © EQUIPMENT MARK NUMBER p j GAS PRESSURE REGULATING VALVE FIXTURE TYPE MIN. MIN. HOT WATER COLD WATER DOMESTIC WATER WASTE&VENT Mir WATER WASTE NO OF FIXTURE SUM FIXTURE SUM FIXTURE SUM UNIT SUM -CIS OR -0- TOP CONNECTION OUTLET OUTLET FIXTURES UNITS UNITS UNITS DFU XXX FIXTURE MARK '� BOTTOM CONNECTION DISHWASHER, DOMESTIC 1/2 2 1 2.0 2.0 2.0 2.0 2 2 (E) EXISTING HOSE BIBB, SILL COCK-ADDITIONAL 1/2 - 2 1.0 2.0 1 2 0--0 PIPE TURNED UP, PIPE TURNED DOWN HOSE BIBB, SILL COCK 1/2 1 2.5 2.5 2.5 2.5 C#} NOTE - KITCHEN SINK 1/2 2 1 1.1 1.1 1.1 1.1 1.5 1.5 2 2 Q- GATE VALVE LAVATORY 1/2 1 1/4 3 0.8 2.3 0.8 2.3 1 3 1 3 CONNECT TO EXISTING -Id- • BALL VALVE SHOWER, SINGLE STALL 1/2 2 1 1.5 1.5 1.5 1.5 2 2 2 2 SINK SERVICE(MOP SINK PUBLIC) 1/2 3 1 2.3 2.3 2.3 2.3 3 3 3 3 T CAP -{5]- BALANCING VALVE URINAL,1.0 GPF, FV, PUBLIC 3/4 2 2 4.0 8.0 4 8 2 4 TEEWC FLUSHOMETER VALVE, 1.6 GPF 1 3 4 5.0 20.0 5 20 6 24 ��}- CHECK VALVE COFFEE URN 1/2 1 0.5 0.5 0.5 0.5 ELBOW -IT UNION WATER & ICE STATION 1/2 1 0.5 0.5 0.5 0.5 Issue Revision Date a 3 IN FLOOR DRAIN 3 4 3 12 " Q CLEANOUT PERMIT 3/3/1 7 �,r. DOUBLE CHECK ASSEMBLY N N O TOTAL FIXTURE UNITS 22.0 9.1 42.6 43.0 52.0 M O O.. TOTAL BLDG CW: FLUSH VALVE SYSTEMS 1-1/2" GPM 24.6 GPM 45 a BLDG WASTE 4" O 2 0 0) REFERENCE ONLY NOT APPROVED WITH THIS PERMIT _1 PLUMBING QH LEGEND, ABBREV o & NOTES J O ocsi j Scale NONE M Consulting Engineers m2007 S.E. Ash St. 1-41I P IM:�( off} 2 Date March 3, 2017 Lam- FAX: (503) 234-0677 . 234-0548 ,-'c INC.w1 .MFIA-ENG.COM Sheet No. P001 __, z CONTACT: Mariana Galofteanu c“..) C ¢ deca ARCHITECTURE . INC PLUMBING FIXTURE SCHEDULE 935 SE Alder Street,Portland Oregon 97214 MARK# FIXTURE [APPLICABLE NOTE] DRAIN[1] W 1 V [1] CW [1] HW [1] BASIS OF DESIGN REMARKS tel 503 239 1987 fax 503 239 6558 WC WATER CLOSET 4 2 1 EXISTING FIXTURE TO BE REUSED. PROVIDE NEW SENSOR OPERATED FLUSH VALVE 1 di WC-1 WATER CLOSET HANDICAP [6][9] 4 2 1 NEW FIXTURE WALL HUNG, SENSOR OPERATED FLUSH VALVE UR URINAL 2 1 1/2 3/4 EXISTING FIXTURE TO BE REUSED PROVIDE NEW SENSOR OPERATED FLUSH VALVE LV-0 LAVATORY [5][8][10] 1 1/2 1 1/4 1/2 1/2 NEW FIXTURE WITH BATTERY OPERATED SENSOR FAUCET WALL HUNG, VITREOUS CHINA, 20 IN X 18 IN, ADA LV-1 LAVATORY [5][8][10] 1 1/2 1 1/4 1/2 1/2 NEW FIXTURE WITH BATTERY OPERATED SENSOR FAUCET ADA, 17"X13" UNDER-MOUNT, VITREOUS CHINA, 0.5 GPM RDPRQ4r S-1 SINK 1 1/2 1 1/2 1/2 1/2 NEW FIXTURE, 1.5 GPM BREAKROOM SINK, SS 23"x17-1/2" WITH GOOSENECK FAUCET V :10:1:0:, .03i-SS-1 MOP SINK 3 1 1/2 112 1/2 FIAT MSBID 24"x24" CHICAGO 897-CP FAUCET MOLDED STONE SINK W/WALL MOUNTED FAUCET. i ,' -"^�SH-1 SHOWER 2 1 1/2 1/2 1/2 NEW FIXTURE ADA ACCESSIBLE, 38"W x 38"D '�• ,,, g `, HB-1 HOSE BIBB - HYDRANT 3/4 ZURN Z1310 NON-FREEZE, EXPOSED, ANTI-SIPHON WALL HYDRANT 4 on 8t-P4 FD-1 FLOOR DRAIN [2][7] 3 V.L. JR SMITH 2005(A) FOOT TRAFFIC ROUND TOP COVER EXPIRES: 30JUN18 TP-1 TRAP PRIMER [3][11] 1/2 JR SMITH 2699 PIPE TO 1/2 IN WC/SH CW SUPPLY LINE(MIN 1.1 GPM AT 25 PSI). DURHAM GCO GRADE CLEANOUT JR SMITH 4280 W/ROUND FLANGE ACCESS COVER JR SMITH 4880. FOR OUTDOOR INSTALLATION. TPS BUIDING REMODEL WCO WALL CLEAN-OUT JR SMITH 4402C CAULK FERRULE WITH ACCESS COVER FCO FLOOR CLEANOUT JR SMITH 4031 FINISHED FLOOR, ROUND, ADJUSTABLE CLEAN WATE. somas - MX-1 MIXING VALVE [10] X 3/8 3/8 ZURN THERMOSTATIC MIXING VALVE TMV-ZW1070XL POINT OF USE INSTALLATION PER ASSE 1070. SET TO 110 DEG F 16060 SW 85th Ave IB-1 ICE MAKER BOX 3/8 ICE MAKER BY OTHERS. PROVIDE WATER SUPPLY BOXAND DRAIN GUY GRAY BIM 875 Tigard, OR 97224 GD-1 GARBAGE DISPOSAL 2 IN-SINK-ERATOR PROVIDE 3/4 HP GRINDER MOTOR 115VOLT, 1 PHASE. CU-1 COFFEE URN 1/2 DW-1 DISHWASHER [12] 2 1/2 DISHWASHER BY OTHERS, PROVIDE HOT WATER SUPPLY PROVIDE DRAIN CONNECTION Project IP 6788 FL-1 WATER FILTER 3/4 SEE SPECIFICATIONS NOTES: [1] PIPE SIZE TO FIXTURE SAME AS TRAP/CONNECTION SIZE SHOWN ABOVE UNLESS INDICATED OTHERWISE ON DRAWINGS. FAT [2] PROVIDE WASTE TRAP AND TRAP PRIMER. [11] PROVIDE TRAP PRIMER WHERE INDICATED ON PLANS. [3] INSTALL TRAP PRIMER 1 FT ABOVE FLR FOR EVERY 20' OF PRIMER LINE RUN DISTANCE. [12] PROVIDE AIR GAP DEVICE AT DRAIN CONNECTION TO SINK INC. [4] INSTALL IN COMFORMANCE WITH ADA REQUIREMENTS; SEE ARCHITECTURAL FOR INSTALLATION HEIGHT. AND CONNECT DISHWASHER DRAIN UPSTREAM OF SINK GRINDER. [5] PROVIDE ASSE 1070 LISTED THERMOSTATIC MIXING VALVE. 200077 S.EngAsSt.. s Portland, OR 97214 [6] COORDINATE WITH PLUMBING WATER CONNECTION PLANS FOR HANDLE LOCATION. PHN: (503) 234-0548 FAX: (503) 234-0677 [7] PROVIDE REMOVABLE STRAINER FOR CLEANING AND ACCESS TO THE DRAIN INLET. WlYil.1irIA-ENG.COM [8] PROVIDE STRAINER AT WASTE OUTLET FOR DRAIN PROTECTION. INSTALL LAV IN ACCORDANCE WITH ADA RQUIREMENTS. [9] PROVIDE HINGED OPEN-FRONT TYPE SEAT. [10] FAUCET AND FIXTURE FITTINGS THAT SUPPLY DRINKING WATER SHALL CONFORM TO THE REQUIREMENTS OF NSF 61, SECTION 9. 1 PLUMBING PUMPS SCHEDULE ELECTRIC WATER HEATER SCHEDULE MARK NUMBER RCP-1 WATER HEATER DESIGNATOR WH-1 SYSTEM DOMESTIC HW RECIRC SYSTEM SERVED DOMESTIC HOT WATER TYPE HW CIRCULATOR LOCATION ON PLANS SPRINKLER ROOM LOCATION MECHANICAL ROOM WATER HEATER TYPE ELECTRIC SUMP NA CAPACITY (GAL) 80.0 CONTROL 1ST HOUR RATING 37.0 AVERAGE FLUID TEMPERATURE 105 1ST HOUR TEMPERATURE RISE (F) 100.0 QUANTITY 1 INLET/OUTLET CONNECTIONS (IN) 1-1/4 < FLOW RATE PER PUMP (GPM) 3 HEATING ELEMENTS 3 PUMP HEAT (FT WG) 20 FULL LOAD AMPS 10.8 U MOTOR (HP) 1/12 INPUT KW 9.0 z MOTOR TYPE ODP ELECTRICAL (VOLTS/PHASE/HERTZ) 460/3/60 w RPM 1725 BASIS OF DESIGN, MODEL# BRADFORD WHITE E80R-3 0 AMPERAGE 1.4 UNIT WEIGHT (LBS) 860 SWITCH - SEE NOTES 1,2,3,4,5,6,7 MAX WORKING PRESSURE (PSI) 150 NOTES: Issue Revision Date CI MAX OPERATING TEMPERATURE (F) 225 1 PROVIDE UL AND NSF LISTED ASSEMBLY. PERMIT 3/3/17 N ELECTRICAL (VOLST/PHASE/HERTZ) 115/1/60 2 PROVIDE HEAT TRAPS AT INTAKE AND OUTLET. N d' • VARIABLE SPEED NO 3 PROVIDE BASE AND DRAIN PAN. (7;; STARTER MAGNETIC 4 PROVIDE THERMOSTATIC SEQUENCING CONTROL. N DESIGN WEIGHT (LBS) 20 5 PROVIDE ASME RATED ASSEMBLY. O a. BASIS OF DESIGN XYLEM PL-30B 6 PROVIDE 3/4"PRESSURE RELIEF CONNECTION PIPED TO DRAIN ABOVE FLR. REMARKS/NOTES 1,2,3 0 7 PROVIDE 0.82 EF TO MEET OREGON ENERGY CODE. O 0 a> NOTES: APPROVEDNOT�E Wi�TH THISE OPERMIT 1 PROVIDE UL LISTED ASSEMBLY. 2 PROVIDE LEAD FREE BRONZE PUMP BODY FOR NSF POTABLE WATER SERVICE COMPLIANCE. PLUMBING 3 PROVIDE MOTOR THERMAL OVERLOAD PROTECTION. SCHEDULES Jo 4 PROVIDE WITH POLYPROPYLENE TANK. J O C o N IS4 Consulting Engineers Scale NONE 2007 S.E. Ash St. 7 : -iAPortland, { OR 97214 Date March 3, 2017 AX' (503)} 34 06778 Q TAialo�aSheet No.CONTACT: MarianaGnu P 002 _ _ 0Q deca ARCHITECTURE . 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REMOVE VALVES, FITTINGS AND C. EXISTING HW LINE ABOVE CEILING TO REMAIN IN DEMOLISHED WALL. REPLACE AS REQUIRED. DEVICES. REMOVE WASTE AND VENT LINE BACK TO PLACE. VERIFY INDICATED PIPE ROUTE ON SITE. SS—X K. REMOVE EXISTING GAS, VACUUM, COMPRESSED AIR, SLAB/WALL/CEILING AND AND CAP. REMOVE COLD WATER AND HOT D. EXISTING WASTE LINE BELOW SLAB TO REMAIN IN COLD WATER PIPING ABOVE THE CEILING. WATER SUPPLY BACK TO INSIDE WALL AND CAP PIPES. SEE NEW PLACE. PIPE ROUTE SHOWN IS PER ASSUMED WORK PLANS FOR NEW CONNECTIONS. LOCATION. VERIFY PIPE ROUTE ON SITE. L. REMOVE EXISTING GAS, VACUUM, COMPRESSED AIR, COLD WATER, HOT WATER, AND HOT WATER RECIRC FS—X (E) FLOOR SINK/FLOOR DRAIN TO BE REMOVED. REMOVE WASTE E. REMOVE EXISTING AIR COMPRESSOR, AND PIPING ABOVE THE CEILING AND DOWN THE WALLS FD—X AND VENT LINE BACK TO SLAB/WALL/CEILING AND CAP. REMOVE CONTROLS. REMOVE COMPRESSED AIR PIPING IN EXPOSED LOCATIONS. CAP PIPING IN CONCEALED TRAP PRIMER VALVE AND CW BACK TO MAIN AND CAP. SEE NEW SYSTEM ABOVE THE CEILING AND TO CONCEALED LOCATIONS. WORK PLANS FOR RECONNECTIONS. Issue Revision Date LOCATIONS IN WALLS. CAP PIPING AT CONCEALED PERMIT 3/3/17 i\ir)Lil WALLS. M. REMOVE EXISTING VENT LINE FROM DEMOLISHED WC (E) WATER CLOSET TO REMAIN IN PLACE. REMOVE FLUSHOMETER WALL AND UP TO THE ABOVE THE CEILING, VALVE AND REPLACE AS SHOWN. N F. REMOVE EXISTING VACUUM SYSTEM AND CONTROLS. REMOVE VACUUM PIPING SYSTEM ABOVE THE N. REMOVE DW PIPING ABOVE THE CEILING AS M UR (E) URINAL TO REMAIN IN PLACE. REMOVE FLUSHOMETER VALVE CEILING AND TO CONCEALED LOCATIONS IN WALLS. REQUIRED FOR RAISED CEILING CONSTRUCTION. CAP AND REPLACE AS SHOWN. PROVIDE FLOW VOLUME TO MATCH CAP PIPING AT CONCEALED WALLS. IN CONCEALED LOCATION. TOILET DESIGN. G. REMOVE EXISTING PLUMBING LINES SERVING 0. REMOVE EXISTING RAIN LEADER/DOWNSPOUT AT WH—X (E) WATER HEATER TO BE REMOVED. REMOVE CONTROLS, FORMER FIXTURE FROM DEMOLISHED WALL, CAP DEMOLISHED WALL. CAP PIPE BELOW GRADE. 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(E)6"W—ACID RESIST79— (E)6"W—CI age �`' 1 PLUMBING FLOOR PLAN E I I.201 SCALE: 1/8" =1'--0" GENERAL NOTES : 0 PLUMBING KEY NOTES: TEE AT WATER SUPPLY CONNECTION INSIDE THE BUILDING. A. VERIFY ALL EXISTING CONDITIONS 1 . ROUTE RAIN AND OVERFLOW DRAIN 9. VENT THROUGH ROOF. RELATIVE TO THE SCOPE OF WORK. IN FURRED OUT WALL. CONNECT - DO NOT FABRICATE W/O TO EXISTING UNDERGROUND STORM. 10. PROVIDE THERMOSTATIC CONFIRMING SPACE EXISTS, FOR SIZES REQUIRED. 2. PROVIDE SINK AND CONNECT TO MECHANICAL MIXING VALVE AT EXISTING SUPPLY AND VENT IN SINK/LAV/HW. B. COORDINATE ALL PLUMBING WORK CEILING SPACE. CONNECT TO 11 . RAIN DRAIN DOWN TO WITH GENERAL CONTRACTOR, EXISTING WASTE BELOW SLAB. CONTROL CONTRACTOR, ELECTRICAL UNDERGROUND. PROVIDE CLEANOUT AND ARCHITECTURAL. 3. CONNECT FLOOR DRAIN TO AT BASE OF RISER. SEE DETAIL EXISTING WASTE BELOW SLAB. 6/P601 . Issue Revision Date C. I.E., INVERT ELEVATION REFERS TO BOTTOM OF PIPE, BOTTOM OF 4. RELOCATED CLEAN OUT ON 12. PROVIDE WATER FILTER, SEE PERMIT 3/3/17 ELBOW ELEVATION (ALL EXISTING WASTE OUTSIDE NEW SPECS. INSTALL BELOW COUNTER. DOWNSTREAM OF TRAP AS WALL. RUN FILTER COLD WATER TO SINK, APPLICABLE). ELEVATION REFRIGERATOR, AND COFFEE REFERENCE IS FLOOR ELEVATION 5. CONNECT FLOOR DRAIN TO MAKER. E, AT 0.00'. EXISTING WASTE LINE BELOW SLAB. 13. DISHWASHER SEE DETAIL 5 P601 . D. CONTRACTOR TO INSPECT EXISTING PROVIDE VENT UP IN WALL ANDj CONNECT TO EXISTING VTR. N WASTE PIPE AND REPORT ALL 14. PROVIDE FILTERED COLD WATER TO DAMAGED PIPES FOR REPLACEMENT. 6. NEW WATER HEATER: SEE DETAIL REFRIGERATOR WATER CONNECTION. RUN PIPE BELOW COUNTER. E. PROVIDE 2 INCH MINIMUM WASTE 4/P601 . REFERENCE ONLY LINE FOR UNDERGROUND NOT APPROVED WITH THIS PERMIT 7. EXISTING BUILDING SEWER. INSTALLATIONS. . 8. NEW BUILDING DOMESTIC WATER Q F. FOR CLEAN—OUTS INSTALLATION CONNECTION. PROVIDE SHUT—OFF PLUMBING � SEE DETAIL 3/P601 VALVE, STRAINER WITH HOSE END _ 2.J FLOOR • AND BLOW—OFF VALVE AND TEST FLOOR PLAN Q a MScale AS NOTED Consulting Engineers o co 2007 S.E. Ash St. F1 Portland, OR 97214 Date March 3, 2017 pA. PHN: (503) 234-0548 FAX: (503) 234-0677 � INC.WWW.MFIA—ENG.COM Sheet No. P201 CONTACT: Mariana Galofteanu (1:- 0 . deca ARCHITECTURE . 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T- i g ., a r. �� til (N)1/2"HWR k �g 4 .... 1 1 j��"CW � �4� 1� ell 6 �$y \.,,,,,--"' tyP3 I i� If it ,= I ,�� . yrs - ‹ ggg ” 4 4•°"° �' ,/ j ct 5 �± « ,,, .. .:::::.:.:.:.....»...»,,.,.:,,,»,...,.,..::..,.,.,,»»»,»..,.,,.»»...,,,,.,,»,.,» „tn.rrr `1\�3/4 H E & � a. �• !'IHNI r..r'"Af v.� \f ” \ 555 dgdq �` ` , `�� `. �' �'�s 10i 1 \ \ 1 .. r € .w. 1 1 , - - I �� , �� (E)4, W tea: .... .»'.......»».. »�� : I ,� }RN£t (N)1 /2 CW ROUTE ` 3= -. \ LANE IN BOTTOM s r ' ` ` % a w IN 11I—CABINET BELOW ` A .� , _ - � � THE COUNTERp� FF \ .y�; .*., e*'y �s. G x�cage r,s �� / a s'. O. C :FICF OFFICE * `a^ IN E `:`s'e,: FT1 0 OFFICE \„--'"Ase,, ``\ ``� 7 L °s /7/ \‘‘.. r‘,---."› .>, ,p 3 ! I I r"---"-1 ri ''k.:„., \\ „...,,,,,, ‘ ‘‘,. z> /..;:. , r_.1 ,r, ,,,,, 1, \ \\.„ 1 ENLARGED PLUMBING PLAN +.16,„ 210 SCALE: 1/4"=1'0" 0 PLUMBING KEY NOTES: TEE AT WATER SUPPLY CONNECTION INSIDE THE BUILDING. 1 . ROUTE RAIN AND OVERFLOW DRAIN 9. VENT THROUGH ROOF. IN FURRED OUT WALL. CONNECT TO EXISTING UNDERGROUND STORM. 10. PROVIDE THERMOSTATIC 2. PROVIDE SINK AND CONNECT TO MECHANICAL MIXING VALVE AT Issue Revision Date EXISTING SUPPLY AND VENT IN SINK/LAV/HW. • CEILING SPACE. CONNECT TO PERMIT 3/3/17 EXISTING WASTE BELOW SLAB. 11 . RAIN DRAIN DOWN TO UNDERGROUND. PROVIDE CLEANOUT E, AT BASE OF RISER. SEE DETAIL 3. CONNECT FLOOR DRAIN TO 6/P601 . r EXISTING WASTE BELOW SLAB. N 4. RELOCATED CLEAN OUT ON 12. PROVIDE WATER FILTER, SEE EXISTING WASTE OUTSIDE NEW SPECS. INSTALL BELOW COUNTER. WALL. RUN FILTER COLD WATER TO SINK, a REFRIGERATOR, AND COFFEE d 5. CONNECT FLOOR DRAIN TO MAKER. REFERENCE ONLY EXISTING WASTE LINE BELOW SLAB. NOT APPROVED WITH THIS PERMIT ! PROVIDE VENT UP IN WALL AND 13. DISHWASHER SEE DETAIL 5/P601 . g CONNECT TO EXISTING VTR. • r 14. PROVIDE FILTERED COLD WATER TO < �. 6. NEW WATER HEATER: SEE DETAIL REFRIGERATOR WATER CONNECTION. PLUMBING d 4/P601 . RUN PIPE BELOW COUNTER. FLOOR PLAN 7. EXISTING BUILDING SEWER. o Scale AS NOTED . M r � ConsultingEngineers 7 0 8. NEW BUILDING DOMESTIC WATER �i IPorrttland OR 9 214 Date March 3, 2017 CONNECTION. PROVIDE SHUT—OFF A PHN: (503) 234-0548 Q dP210 VALVE, STRAINER WITH HOSE END FAX (503) 234-0677 AND BLOW-OFF VALVE AND TEST Io Cc Mariana NG.CGaloO anu Sheet No. O U b < THERMOMETERN d e c a SIDE BEAM BRACKET ATTACHED AQUASTAT PAL. SHEET METAL DOWNSPOUTARCHITECTURE . INC W/ 1 /4 X 1 --1 /2 WOOD LAG TEMPERATURE SENSOR © [FROM GUTTERS BY 0 R 1 4" HARDWARE © Z Z-GIRT i RT 935 SE Alder street,Portland Oregon 97214 / OTHERS tel 503 2391987 fax 503 239 6558 FOR METAL DECK USE (2) 01 2"HWR Z -�""' ( �` - r - - Z HW 12-14 SHEETMETAL SCREWS / EXTERIOR WALL GROUT 10 GA. GALV• FLOW SWITCH4" CAST IRONWO WIRE (TYP. OF 3) ®_ „ TOP CORD OF TRUSS, CW ZC - - - �_ 1d 1 -1/4X3/16 W.I. STRAP- ANCHOR TO - ( WALL W/ EXPANSION SHIELDS. PROTECT ROOF JOIST OR Z-GIRT �� EXPANSION TANK PI STRAP WITH ENAMEL PAINT rN ACCEPTANCE ��P�t�' VOLUME: 3.2 GALS ( 8'-0" CAST IRON CLEANOUOT "T" BRANCH ,4\G 1 N n TANK VOLUME: 4.4 .r WITH THREADED PLUG # 03 2 .. l' 44:114GALS �� GRADE ORE OPERATING WEIGHT: r'' CW z t 12• . 120 46 LBS \ \ \ �\ ti THREADED ROS . // / /j// 4 „ a1-1° �.t� _ BASIS OF DESIGN: ASME CODE PRESS.— ��/\ \j \// I EXPIRES: 30JUN18 .� ,, -,p,.,, APPROX. 1 0 AMTROL TEMP. RELIEF VALVE PIPE // , .•. .. (TYP. OF 3 THERM-X-TROL, TO OVER FLOOR SINK CAST IRON SOIL PIPE >\\�� DEPTH AS STOP NUT ST-12 T. �} SEE SPECS FOR WEIGHT • REQUIRED- DURHAM WASHER �� I AND TYPE OF JOINT \, \ VERIFY TPS BURDING REMODEL �� SEISMIC RESTRAINTS \\/� AFOR CONT. SEE SITE PLAN ATERAl m I ,,/ 1112 — � w SERVICES PIPE SWIVEL RING TOP VIEW INSTALL PER LOCAL 0 PIPE INSULATION SHIELD CODE I CAST IRON EIGTH BEND 16060 SW 85th Ave Tigard, OR 97224 ` I DRAIN VALVE DETAIL NOTES 1. a-1 /4" GALV. THREADED EYE BOLT ® CENTER OF WOOD v DOWNSPOUT DETAIL Project 6788 7 MEMBER (TYP. OF 3). FOR 2 GIRT USE MACHINE THREAD I P601 SCALE: DETAIL EYE BOLT W/ JAMB NUT & 1/4" WASHER © EACH SIDE NOTES _ _1OF GIRT USE 12 SHEETMETAL SCREWS & 16 GA MIN. 16 1 . INSTALL LEVEL ON EXISTING CONCRETE FLOOR. GA. MIN STRUT ANGLE CLIP 2. PROVIDE DIELECTRIC INSULATOR ON WATER PIPING CONNECTIONS. M— • FOR SINGLE 1 -1/2" TO 3" STEEL LINES 3. 18" HEAT TRAP. FAT • FOR SINGLE 2" COPPER LINES 4. PUMP SHALL BE STARTED BY THE MAKE-UP WATER FLOW SWITCH AND STOPPED BY THE RETURN WATER AQUASTAT SENSOR. PROVIDE 7-DAY CLEANOUT AND INC.ROGRAMMABLE ELECTRONIC TIMECLOCK CONTROL TO START/STOP PUMP raI MAY EXTEND AS COVER. lY 1 PIPE SUPPORT PER BUILDING OCCUPIED SCHEDULE. I A WASTE OR ACCESSTCP OF COVER P601 SCALE: DETAIL VENT TO BE FLUSH Consulting Engineers 4 WATER H EATER (WH — 1 ) DETAIL W/ To P o F Porrtland, oR 97214 SCALE: DETAIL WALL COVER WALL FLOOR. (5 SUPPORT CHANNEL P601AND SCREW -�- — + FA 0031 234-00677 .� 1wnliraw1A-ENG.cOM MIIIIIIPIJ_. CHANNEL NUT PLUGGED TEE FLOOR LINE i• ;NN( WITH CLEANOUT 0 • 0 ( FLOOR LINE 2"WYE FOR 1 -1/2" ,o• �•a`a B-LINE B3106 SERIES HANGER DISHWASHER WASTE - ' 0. L L• _ LINE •. . •.. • ,•:,•: 1/8" C.I. BEND • alk VENT .4: , , . .. ,. i . . . • DISHWASHER AIR-GAP ■_.,;,,,,,,,,,,,,,,,�,,, ■_ FITTING BALANCE OF PEX OR PLASTIC PIPE WI INSULATION I 1 BALANCE OF PIPING SAME COUNTER PIPING SAME AS CLEANOUT 1/8" C.I. BEND TO GRADE Y AS CLEANOUT VEE CHANNEL B-LINE B3106V. TO GRADE aATTACH PEX PIPE TO CHANNEL 1/2"HW & CW ...„", AS R EQ'D TO LAY FLAT. LAP CHANNEL 24" FOR PEX WITH STOP WI DISHWASHER ,iWALL CLEANOUT (WCO) FLOOR CLEANOUT (FCO) CLEANOUT NOT TO BE LOCATED IN L - - - - - CARPETED AREA. (iT \ REX SUPPORT DETAIL 1/2 "HW — T_14.1_, NOTES SCALE: DETAIL STUB—OUT WITH P60� BALL VALVE STOP L _ _ _)'_7)_ 1 . PROVIDE WORKING CLEARANCE IN FRONT OF CLEAN-OUT. 1 .a. 12 INCHES FOR <=2 INCH WASTE PIPE. AND ESCUTCHEON 1 .b. 18 INCHES FOR >2 INCH WASTE PIPE. PIPE TO WC, SH, SS, .--\ OR FIXTURE PROVIDING !y f WALL PENETRATION v 7 CLEAN - 0UT DETAILS MIN 1 .1 GPM AT 25 2 WASTE -/PSIGP601 SCALE: DETAIL PRESSURE REDUCING VALVE AND GAGE: PROVIDE WHEN REQUIRED BY 1 I DISHWASHER MANUFACTURER. Issue Revision Date 2 a AUTOMATIC PERMIT 3/3/17 v.N ---.' TRAP PRIMER VALVE N TRAP PRIMER VALVE TO BE MOUNTED 1 ' ABOVE THE DISHWASHER WASTE LINE FINISHED FLOOR FOR EVERY P601 DETAIL 20' OF PRIMER LINE. -N- FLOOR DRAIN/RECEPTOR 81 12"MIN. Il SEWER GASES Y NOTRAPPROVED we x E��s pERM>T _,,k\11>>\1\\\\\1\\\i\\\\i\1\\\N 0 g-1 V r , . ti _I fill PLUMBING WATER TRAP DETAILS M Consulting Engineers 1:4_ 3 PRIMER DETAIL 2007 S.E. Ash St. ii 1 Portland, OR 97214 Scale N.T.S. P601 . PHM: 503) 234-0548 SCALE: DETAIL v FAX: ( 03) 234-0677 Date March 3, 2017 7 a INC.m,MFIA-ENG.COM CONTACT: Mariana Galafteanu L J J Sheet No. P601 A _ g(c-e) 0< deca MECHANICAL LEGEND AIR DISTRIBUTION DETAILS MECHANICAL GENERAL NOTES ARCHITECTURE . I N C 935 SE Alder Street, Portland Oregon 97214 FJ DOUBLE LfNE SINGLE LINEtel 503 2391987 fax 503 239 6558 SUPPLY AIR DIFFUSER AFF • ABOVE FINISH FLOOR A. THE DRAWINGS ARE DIAGRAMMATIC. PROVIDE ALL MATERIAL (NEW AND UNDAMAGED) AHU • • AIR HANDLING UNIT AND LABOR FOR A COMPLETE AND OPERABLE SYSTEM. VERIFY ALL BUILDING 11( RETURN AIR GRILLE B.D. • BOTTOM OF DUCT ( �� CONCENTRIC TRANSITION MEASUREMENTS DIMENSIONS AND EQUIPMENT LOCATIONS BEFORE PROCEEDING WITH d 5`" BHP • BRAKE HORSEPOWER 15 MAX ANY OF THE WORK. al EXHAUST AIR GRILLE BTU BRITISH THERMAL UNITS SQUARE TO ROUND TRANSITION CFM • CUBIC FEET PER MINUTE B. REFER TO THE MECHANICAL SPECIFICATIONS FOR MATERIALS, EQUIPMENT, AND CONN. CONNECTION CONTINUATION —15' MAX ADDITIONAL CONSTRUCTION INSTRUCTIONS NOT COVERED BY THESE PLANS. �� GI PERFORATED RETURN AIR PANEL CONT. x Esso CW • DOMESTIC COLD WATER lIIHOuIIIIII FLEXIBLE DUCT 4 FT. MAX C. VERIFY THE EXISTING EQUIPMENT, DUCTWORK, AND DEVICES LOCATIONS AND SIZES ,0 0 03;+2 �f DIRECTIONAL AIR FLOW DB DRY BULB THAT ARE SHOWN ON THESE PLANS AND REPORT ALL DISCREPANCIES BACK TO 4REGQN DIA. _ • ▪ DIAMETER ENGINEER FOR EVALUATION PRIOR TO PROCEEDING WITH WORK. ��-y �r 19 g �_ MANUAL VOLUME DAMPER DIST. DISTRIBUTION sag- 13. i�� EA • • EXHAUST AIR W1 D. ALL INSTALLATIONS SHALL COMPLY WITH APPLICABLE FEDERAL AND STATE CODES kQn �'-� SUPPLY AIR OR OUTSIDE AIR EDB ENTERING DRY BULB TEMPERATURE MITER TEE INCLUDING 2014 OREGON STRUCTURAL SPECIALTY CODE 055C 2014 OREGON EXPIRES: 30JUN18 L'x/1 `1 DUCT UP & DOWN EWB ENTERING WET BULB TEMPERATURE ( ) SPECIALTYCODE EWT • ENTERING WATER TEMPERATURE W2 PLUMBING SPECIALTY CODE (OPSC), 2014 OREGON MECHANICAL r / RETURN AIR DUCT UP & DOWN FF • • FINISH FLOOR i (GMSC), 2014 OREGON FIRE CODE (IFC), 2014 OREGON ENERGY EFFICIENCY DURHAM FIXT. • FIXTURESPECIALTY CODE (OEESC), AND NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). TPS BUILDING REMODEL ✓�N, EXHAUST AIR FPM • FEET PER MINUTE 15 MAX. WHERE TWO CODES DIFFER THE MORE STRICT OF THE TWO SHALL BE FOLLOWED. DUCT UP & DOWN FPS • • FEET PER SECOND MITERED OFFSET SEAN WATER SERVICES E. OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE GOVERNING SUPPLY AIR OR OUTSIDE AIR GA. GAUGE FOOT AUTHORITIES HAVING JURISDICTION. SUBMIT ALL CERTIFICATES PRIOR TO ACCEPTANCE. ® 0 DUCT U P & DOWN GPM 30' 16060 SW 85th Ave GALLONS PER MINUTE SMOOTH RADIUS OFFSET F. COORDINATE WITH OTHER CRAFTS AS REQUIRED TO COMPLETE WORK IN ACCORDANCE Tigard, OR 97224 4 0 RETURN AIR DUCT UP & DOWN H HEIGHT NO VANES R W = 1 .0 WITH CONSTRUCTION SCHEDULE. HP HORSEPOWER / I.D. INSIDE DIAMETER G. PROVIDE OWNER INSTRUCTION BY QUALIFIED PERSONNEL ON EQUIPMENT AND el EXHAUST AIR IN. INCHES DUCT UP & DOWN L LENGTH Inge .5• MAX, SMOOTH RADIUS OFFSET SYSTEMS AT OWNER'S REQUEST. Project #: 6788 LBS. POUNDSNO VANES, RW 1 .0 (E) EXISTING LDB LEAVING DRY BULB `t / H. AIR BALANCE DIFFUSERS AND GRILLES TO THE CFM INDICATED ON FLOOR PLANS. LWB LEAVING WET BULB R=1.OD (N) NEW LWT MAX. LEAVING WATER TEMPERATURE MAXIMUM SQUARE ELBOW TURNING VANE I. PROVIDE DIFFUSER, REGISTERS, AND GRILLES OF SIZE AND TYPE INDICATED. (D) DEMOLISH MBH THOUSANDS OF BTUs PER HOURti::::::15/- J. INSULATE OR INTERNALLY LINE SUPPLY AIR AND RETURN AIR DUCTWORK AS SHOWN FAT MIN. MINIMUM ON PLANS AND PER MECHANICAL SPECIFICATIONS. (R) REPLACE NC NOISE CRITERIA INC. N.C. - • NORMALLY CLOSED F �14 K. ALL DUCTWORK SHALL BE GALVANIZED STEEL, UNLESS OTHERWISE INDICATED, N.I.M. - • NOT IN MECHANICAL RADIUS ELBOW CONFORMING TO LATEST SMACNA, ASHRAE, OMSC, NFPA, AND UL STANDARDS. Consulting Engineers CONNECT TO EXISTING NO. • NUMBER Fma 2007 S.P. Ash St. N.O. NORMALLY OPEN R=1.OW L. MANUFACTURERS AND MODEL NUMBERS LISTED IN THE EQUIPMENT SCHEDULES ARE Portland, OR 97214 PUN: 503) 234-0548 OA • • OUTSIDE AIR THE BASIS OF DESIGN. FAX: (503) 234-0877 T AC-4 THERMOSTAT OR TEMP. SENSOR P PERSON IYWW.MFIA—ENG.COM A PSI POUNDS PER SQUARE INCH M. CUT WALLS FOR PROPER EQUIPMENT, DUCT OR PIPE INSTALLATION. FILL HOLES NOTE P/T PRESSURE / TEMPERATURE c� WHICH ARE CUT OVERSIZED FOR A TIGHT FIT AROUND OBJECTS PASSING THROUGH. RA RETURN AIR TAKE OFF PATCH AND SEAL FINISHES TO MATCH NEW OR EXISTING FINISHES. AIM RE RELIEF AIR 1/2D TO EQUIPMENT DESIGNATOR RECT. RECTANGULAR 45' 12"MAX N. INSTALL LABELS ON ALL MECHANICAL EQUIPMENT.�� REQ'D REQUIRED SA SUPPLY AIR 0. CONTROLS AND WIRING SHALL MEET ALL ELECTRICAL REQUIREMENTS OF APPLICABLE II BALL VALVE S.P. STATIC PRESSURE t SPIN-IN TAKE OFF ELECTRICAL SPECIFICATIONS AND REQUIREMENTS OF OWNER, BUILDING OFFICIALS AND EQUIPMENT SUPPLIERS OF EQUIPMENT INSTALLED ON PROJECT. [ (1 GATE VALVE TEQMP. TEQMPERATURE P1 SPIN-IN TN CHECK VALVE TYP. . . TYPICAL P. ELECTRIC MOTORS SHALL HAVE BUILT-IN THERMAL OVERLOAD PROTECTION OR BE VAV . VARIABLE AIR VOLUME INIM ? ? ROUND OR RECTANGULAR DUCT PROTECTED EXTERNALLY WITH SEPARATE THERMAL OVERLOAD DEVICES, WITH W WIDTH WITH CONNICAL FITTING LOW-VOLTAGE RELEASE OR LOCK OUT AS REQUIRED. 6 BALANCING VALVE WB . ▪ WET BULB WPD WATER PRESSURE DROP 6 _� CONNICAL FITTING Q. ALL NEW EQUIPMENT, PIPING, CONDUIT, AND DUCTWORK SHALL BE INSTALLED FOR 4 THERMOMETER 0 . DIAMETER 1" CURRENT SEISMIC CODE. —I~ DIRECTION OF FLOW jr 1 (il DUCT CAP IR BRANCH DUCT SIZE PUMP SHEET METAL DUCTWORK. SIZE GRILLE/DIFFUSER NECK SIZE AS SHOWN. FIRST DIMENSION I NI STRAINER --------------, (E) EXISTING IS SIDE SEEN. GRILLE TAG, SEE TO POIAIR NT THROW DISTANCE F O SCHEDULE FOR DETAILS 9 SSA FPM VELOCITY PRESSURE GAUGE (D) DEMOLISH INTERNALLY LINED DUCTWORK. ��aOxnOP12 T PETE'S PLUG DIMENSIONS ON PLANS ARE NET ---ARROWS INDICATE NEW WORK INSIDE. BALANCED AIRFLOW IN CFM kJ. DIRECTION OF AIR FLOW 4 VB VACUUM BREAKER DOUBLE CHECK ASSEMBLYII (G) NATURAL GAS BOTTOM DUCT CEILING DIFFUSER/GRILLE iTYPICAL GRILLES PER SPACE Issue Revision Date PRESSURE REDUCING VALVE (CD) CONDENSATE DRAIN1 . DUCT CROSSING FLEX DUCT - MAX 48"I ,.. I ,_ PERMIT 3/3/17 N III UNION U -1_. FINISHED WALL �4� TOP DUCT BRANCH DUCT Db 2-WAY CONTROL VALVE N SIDEWALL DIFFUSER /GRILLE It r gl 3-WAY CONTROL VALVE SEISMIC BRACING SPIN-IN FITTING WHERE APPLICABLE. GENFLEX § ROUND SA/RA DUCT a SM-1 DEL (WITH DAMPER L_' CAP LATERAL BRACING — AND 45' EXTRACTOR) OR §I''; e SMOKE DETECTOR — LONGITUDINAL BRACING TRANSITION FROM MAIN TO '- APPROVED EQUAL. ROUND (MIN. CROSS-- \ + 2 REFERENCE ONLY °'I I0/ MOTORIZED DAMPER MATCH ROUND). MANUAL VOLUME DAMPER ARE DAMPER LONGITUDINAL & LATERAL BRACING SECTIONAL AREA TO NOT APPROVED WITH THIS PERMIT 0MANUAL VOLUME DAMPER MECHANICAL r ROUND DUCT TRANSITON MAIN DUCT Q O ARE / SMOKE DAMPER W/SPIN-IN FITTING OFF TOP OF LEGEND, ABBREVIATIONS - ©` SMOKE DAMPER GRILLES AND REGISTERS & NOTES 0 o " " Consul 'PIPE SLOPE DIRECTION I1\/I � Engineers Scale NONE 2007 S.E. Ash St. • `° -.Irortland, OR 97214 Date March 3, 2017 PM: (503) 234-0548 FAX: (503) 234-0677 a` 1 INC.TIP11iW.MFJA—ENG.COM Sheet No. M 0 0 1 CONTACT: Mariana Galofteanu ❑7 QU 0' deca ARCHITECTURE . INC DIFFUSER AND REGISTER SCHEDULE 935 SE Alder Street,Portland Oregon 97214 TAG TYPE LOCATION - NOTES MANUFACTURER: MODEL tel 503 239 1987 fax 503 239 6558 A SUPPLY DIFFUSER, PERFORATED FACE, CURVED BLADES CEILING - [1][4] TITUS PCS B RETURN GRILLE, PERFORATED FACE CEILING - [1][4] TITUS PAR 1 ei C SUPPLY GRILLE - DOUBLE DEFLECTION, 3/4" SPACING SIDEWALL - [1][2] TITUS 272RL D RETURN GRILLE - 45 DEG, FIXED, 3/4" SPACING SIDEWALL TITUS 23RL E RETURN/TRANSFER GRILLE - EGGRATE:1/2" GRID CEILING/SIDEWALL - [1] TITUS 5OF 0yl PR , F SUPPLY MODULI NEAR DIFFUSER W/ INSULATED PLENUM CEILING/SIDEWALL - [1][5] TITUS MPI39-3SLOT . x 2 G DOOR TRANSFER GRILLE DOOR - [1] TITUS T-700L '. .034 A C.47 �- OREGON 4;5,4:14/1)• 13, c, '9 Von exp NOTES: EXPIRES: 30JUN18 [1] PROVIDE NECK SIZE AS SHOWN ON PLANS. [2] PROVIDE BLADES PARALLEL TO THE LONG DIMENSION AT SIDEWALL GRILLES. DURHAM [3] PROVIDE GRILLE WITH OPPOSED BLADE DAMPER. TPS BUILDING REMODEL [4] PROVIDE FACE SIZE AS REQUIRED BY CEILING TYPE INSTALLATION. CLEAN WATER SERVICES [5] PROVIDE INSULATED PLENUM WITH 10 IN OVAL DUCT CONNECTION 16060 SW 85th Ave Tigard, OR 97224 GAS FURNACE WITH SPLIT DX COOLING UNITS SCHEDULE Project t 6788 UNITS OWNER FILTER OA OA SUPPLY FAN DX COOLING COIL[8] GAS HEATING UNIT ELECTRICAL UNIT INTERLOCK / SYMBOL SYMBOL TYPE MIN MAX SA ESP HP CAP MBH EAT F LAT F COIL AMBIENT MIN EFF HEAT OUT HEAT IN AMB EAT F LAT F NO MIN. ECONO- POWER VFD FUSE MOP EMERG. WEIGHT CONTROL NOTES CARRIER M_ CLEAN APD CFM CFM CFM IN [5] TOTAL SENS DB WB DB WB FPM/APD TEMP F [7] MBH [6] MBH [6] F DB DB STG # AFUE -MIZER V/PH/HZ DRIVE AMPS AMPS POWER LBS WITH FURNCE I COIL FU-1 910AHU5001 2 IN-30%/.25 160 160 1 ,100 0.60 0.8 36.6 29.5 77.4 62.4 53.2 50.8 450 / .25 92.8/61 .9 13 SEER 46.4 58.0 22 67.2 106 2 96% NO 115/1/60 NO 15 14.5 NO 330 CU- 1 ,2,3,4,5,6,7,8,9 59TP6A060-14 / CNPV42 FU-2 910AHU5002 2 IN-30%/.25 300 300 1 ,300 0.72 0.8 43.8 34.5 78.3 63.0 53.2 50.7 450 / .25 92.8/61 .9 13 SEER 42.7 78.0 22 67.6 97 2 96% NO 115/1/60 NO 15 14.5 NO 340 CU- 1 ,2,3,4,5,6,7,8,9 59TP6A080-16 / CNPV48 FU-3 910AHU5003 2 IN-30%/.25 90 1 ,770 1 ,770 0.82 1 46.9 43.0 75.3 60.2 53.2 50.6 450 / .25 92.8/61 .9 13 SEER 38.5 78.0 22 70.0 90 2 96% YES 115/1/60 NO 20 19.3 NO 370 CU- 1 ,2,3,4,5,6,7,8,9,10 59TP6A080-20 / CNPV60 FU-4 910AHU5004 2 IN-30%/.25 100 1 ,440 1 ,440 0.87 1 41 .7 36.3 75.9 60.6 53.2 50.3 450 / .25 92.8/61 .9 13 SEER 44.1 78.0 22 70.0 98 2 96% YES 115/1/60 NO 20 19.3 NO 370 CU- 1 ,2,3,4,5,6,7,8,9,10 59TP6A080-20 / CNPV48 INC. FU-5 910AHU5005 2 IN-30%/.25 100 100 1 ,160 0.72 0.5 32.9 30.6 76.5 60.5 53.2 50.3 450 / .25 92.8/61 .9 13 SEER 21 .3 39.0 22 69.8 87 2 96% NO 115/1/60 NO 15 10.3 NO 310 CU- 1 ,2,3,4,5,6,7,8,9 59TP6A040-12 / CNPV42 Consulting Engineers FU-6 910AHU5006 2 IN-30%/.25 380 1 ,760 1 ,760 0.81 1 54.4 43.9 76.3 60.5 53.2 49.3 450 / .25 92.8/61 .9 13 SEER 83.4 97.0 22 68.8 112 2 96% YES 115/1/60 NO 20 19.4 NO 380 CU- 1 ,2,3,4,5,6,7,8,9,10 59TP6A100-20 / CNPV60 2007 S . Ash " OR 97214 PHN: (503) 234-0548 FU-7 910AHU5007 2 IN-30%/.25 140 1 ,990 1 ,990 0.89 1 56.4 50.8 75.8 60.5 53.2 50.4 450 / .25 92.8/61 .9 13 SEER 50.2 78.0 22 70.0 93 2 96% YES 115/1/60 NO 20 19.4 NO 380 CU- 1 ,2,3,4,5,6,7,8,9,10 59TP6A100-20 / CNPV60 FAX: ( 03) 234-0677 VITIWIFIA-ENG.COM NOTES: 1 PROVIDE CONDENSING UPFLOW CONFIGURATION. 5 INCLUDES (in w.g): 0.15-FILTER LOADING, 0.08-ECONOMIZER DAMPER AND 0.25 CLG COIL. 8 PROVIDE TXV VALVE. 2 PROVIDE CASED DX COOLING COILS TO MATCH FURNACE CONFIGURATION. 6 HIGH HEAT / LOW HEAT VALUES. 9 PROVIDE DIFFERENTAIL DRY BULB CONTROLS FOR ECONOMIZERS. 3 PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT. 7 MIN. EFFICIENCY BASED ON SPLIT DX COOLING, NON-ELECTRIC HEATING-2014 OEESC. 10 PROVIDE MICROMETAL LOW LEAK MIXING BOX 4 PROVIDE COOLING COIL CONDENSATE DRAIN PAN WITH WATER LEVEL DETECTOR. WITH HONEYWELL JADE W7220 ECONOMIZER CONTROLLER. UPDATED: 2/24/2017 13:07 OUTDOOR CONDENSING UNITS SCHEDULE DESIGN OWNER COMPRESSOR DX COOLING (R410A) ELECTRICAL UNIT INTERLOCK REMARKS SYMBOL SYMBOL SERVES NUMBER AMPS REFRIG. CAPACITY EVAPORATOR EVAPORATOR AMB MIN POWER UNIT UNIT MAX EMERGENCYWEIGHT SOUND NOTES COMP RATED LOCKED CHARGE MBH EAT F LEA F TEMP EFF FLA/ CIRCUIT POWER CIRCUITS LOAD ROTOR LBS, OZ TOTAL SENS DB WB DB WB DB/WB F [5] VOLT/PHASE/HZ MCA BREAKER POWER LBS CARRIER CU-1 910ACU5001 FU-1 1/1 6 44 5.84 36.6 29.5 77.4 62.4 _ 53.2 50.8 92.8/61 .9 13 SEER 460/3/60 0.6 / 8.1 15 NO 220 FU-1 1 ,2,3,4,5,6 24ABB342 CU-2 910ACU5002 FU-2 1/1 6.1 41 7 43.8 34.5 78.3 63.0 53.2 50.7 92.8/61 .9 13 SEER 460/3/60 0.7 / 8.3 15 _ NO 225 FU-2 1 ,2,3,4,5,6 24ABB348 CU-3 910ACU5003 FU-3 1/1 7.8 52 8.19 46.9 43.0 75.3 60.2 _ 53.2 50.6 92.8/61 .9 13 SEER 460/3/60 0.7 / 10.5 15 NO 230 FU-3 1 ,2,3,4,5,6 24ABB360 CU-4 910ACU5004 FU-4 1/1 6.1 41 8.19 41 .7 36.3 75.9 60.6 53.2 50.2 92.8/61 .9 13 SEER 460/3/60 0.7 / 8.3 15 NO 225 FU-4 1 ,2,3,4,5,6 24ABB348 CU-5 910ACU5005 FU-5 1/1 6 44 5.84 32.9 30.6 76.5 60.5 53.2 50.3 92.8/61 .9 13 SEER 460/3/60 0.6 / 8.1 15 NO 220 FU-5 1 ,2,3,4,5,6 24ABB342 CU-6 910ACU5006 FU-6 1/1 7.8 52 8.19 54.4 43.9 76.3 60.5 53.2 49.3 92.8/61 .9 13 SEER 460/3/60 0.7 / 10.5 15 NO 230 FU-6 1 ,2,3,4,5,6 24ABB360 CU-7 910ACU5007 FU-7 1/1 7.8 52 8.19 56.4 50.8 75.8 60.5 53.2 50.4 92.8/61 .9 13 SEER 460/3/60 0.7 / 10.5 15 NO 230 FU-7 1 ,2,3,4,5,6 24ABB360 NOTES: 1 PROVIDE DISCONNECT SWITCH. 4 PROVIDE ANTI-SHORT CYCLE TIMER, CRANKCASE HEATER, TXV, HI-LOW PRESSURE SWITCH AND ISOLATION RELAY. Issue Revision Date 4 2 PROVIDE REFRIGERANT LINESET. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 5 MINIMUM EFFICIENCY BASED ON SPLIT DX COOLING, NON-ELECTRIC HEATING-2014 OEESC. PERMIT 3/3/17 N •-.i 3 SEE MECHANICAL SPECIFICATIONS VIBRATION ISOLATION AND MOUNTING. 6 PROVIDE 1-STAGE COOLING, 1 COMPRESSORS AND 1 REFRIGERANT CIRCUIT N UPDATED: 2/24/2017 N. M CV o O J O O J o c r REFERENCE ONLY NOT APPROVED WITH THIS PERMIT -01 MECHANICAL - SCHEDULES o o _J M N Consulting Engineers Scale DETAILS 2007 S.E. ASt. M F I Portland, OR 97214 Date March 3, 2017 , .L� PHN: (503) 234-0548 a FAX: (503) 234-0677 i INC.m.MFnA-ENG.COM M002 J= CONTACT: Mariana Galofteanu Sheet No. go 0< deca INDOOR FAN COIL UNITS SCHEDULE ARCHITECTURE . I N C _ DESIGN OWNER SUPPLY FAN DX COOLING SOUND ELECTRIC VIERGENC UNIT UNIT INTERLOCK REMARKS DESIGN BASIS 935 SE Alder Street,Portland Oregon 97214 SYMBOL SYMBOL SERVES TYPE OA SA DRY ESP WATTS NET RATED CAP MBH EAT F LAT F MIN CLG AMB MAX POWER POWER WEIGHT CONTROL tel 503 239 1987 fax 5032396558 CFM CFM(L/M/H) IN SENS TOT DB WB DB WB EER STG F Dba VOLT/PHASE/HZ MCA/MOP/RLA LBS WITH NOTES DAIKIN IAC-128 910AHU5008 IT HIGH WALL 0 250/320/410 0.1 29 12.0 12.0 80 67 55.0 55.0 10.5 1 _ 95.0 44 208/1/60 NO 0.27 / 15 / - 25 OAC-128 /T'STAT 1 ,2,3,4,5,6 FTKNI2NMVJU / RKNI2NMVJUI a NOTES: 1 DISCONNECT SWITCH BY OTHERS. 5 PROVIDE CONDENSATE PUMP AND ROUTE TO DISCHARGE PER MANUFACTURER'S REQUIREMETNS AND TO MEET CODE. 2 PROVIDE THERMAL OVERLOAD MOTOR PROTECTION. 6 PROVIDE SECONDARY CONDENSATE DRAIN OR UL 508 LISTED WATER LEVEL DETECTOR TO SHUT-OFF UNIT WHEN REQ'D BY OMC 307.2.3. �� PN� s, 3 PROVIDE 7-DAY PROGRAMMABLE WALL MOUNTED THERMOSTAT. .03+ i 4 EQUIPMENT SHALL MEET EFFICIENCY AS REQUIRED BY IECC 2009, SECTION 503.2.3. --A,'�� OREGON = UPDATED: 3/7/2017 1$, ''Uty 13,V91' cam 4, Pan Bt.P� I EXPIRES 30JUN18 OUTDOOR FAN-COILS CONDENSING UNITS SCHEDULE DESIGN OWNER COMPRESSOR ELECTRICAL SOUND UNIT REMARKS DESIGN BASIS DURHAM SYMBOL SYMBOL SERVES NUMBER WATTS INVERTER REFRIG. REFRIG. NET CAP MBH OUTDOOR F LAT F AMB POWER UNIT EMERGENCY POWER WEIGHT INTERLOCK NOTES TPS BUILDING REMODEL CONTROL CONTROL OZ+OZ/FT SENS TOT DB WB DB WB F VOLT/PHASE/HZ MCA/RLA POWER Dba LBS CLEAN WATER SERVICES OAC-128 910ACU5008 IT 1 790 YES - =2.09+0.21 FT 12.0 12.0 95 75 55.0 51 .4 95 208/1/60 5.74 /- NO 48 75 IAC- 1 ,2,3,4,5,6 DAIKIN RKNI 2NMVJ U 16060 SW 85th Ave NOTES: Tigard, OR 97224 1 DISCONNECT SWITCH BY OTHERS. 4 PROVIDE CAPACITY BASED ON REFRIGERANT PIPE LENGTH OF 25 FT ON WAY AND LEVEL DIFF OF 12 FT. 2 PROVIDE THERMAL OVERLOAD MOTOR PROTECTION. 5 ROUTE DRAIN LINE TO POINT OF DISCHARGE PER MANUFACTURER'S REQUIREMENTS AND TO MEET CODE. Project f 6788 3 PROVIDE REFRIGERANT LINE-SETS AND ALL NECESSARY DEVICES PER MANUFACTURER'S RECOMMENDATIONS. 6 PROVIDE SNOW STAND FOR OUTDOOR MOUNTING. UPDATED: 3/7/2017 M_ WALL INTAKE AIR LOUVERS SCHEDULE FAT MAX MAX BACKDRAFT SIZE ELECTRICAL DESIGN LOCATION TYPE AIRFLOW AIRFLOW PRESSURE DAMPER PERCENT FREE DESIGN NUMBER NUMBER ACTUATOR INTERLOCK REMARKS DESIGN BASIS INC,. SYMBOL DIRECTION CFM DROP WIDTH HEIGHT FREE AREA VELOCITY OF OF EMERGENCY VOLTS/PHASE WITH NOTES lY IN IN IN AREA SF FPM SECTIONS ACTUATORS POWER /HERTS UNIT GREENHECK Consulting Engineers 2007 S.E. Ash St. LVI-1 WALL STATIONARY INTAKE 460 0.08 NO 24 16 36% 0.97 500 1 [6] NO 115/1/60 1 ,2,3,4,5,6,7 ESD-435 Portland, OR 97214 PHN: 503) 234-0548 LVI-2 WALL STATIONARY INTAKE 1770 0.08 NO 36 22 47% 2.55 690 1 [6] NO 115/1/60 1 ,2,3,4,5,6,7 ESD-435 FAX: ( 03) 234-0877 — III W.MFIA—ENG.COM LVI-3 WALL STATIONARY INTAKE 5290 0.08 NO 60 41 55% 9.22 574 1 [6] NO 115/1/60 1 ,2,3,4,5,6,7 ESD-435 NOTES: 1 INSTALL LOUVER WITH BLADES RUNNING HORIZONTALLY. 5 PROVIDE 2-POSITION ACTUATOR, FAIL CLOSE. 2 PROVIDE BIRD SCREEN. 6 DAMPER SHALL BE PROVIDED AT EACH FURNACE OSA DUCT CONNECTION 3 PROVIDE ALL WELDED CONSTRUCTION. DAMPER SHALL OPEN TO MINIMUM POSITION FOR NORMAL VENTILATION. DAMPER SHALL OPEN TO MAXIMUM POSITION FOR ECOMOMIZER FUNCTION. 4 COORDINATE LOUVER FINISH WITH ARCHITECTURAL REQUIRE 7 PROVIDE LOW LEAK, CLASS 1 DAMPERS. UPDATED: 3/7/2017 WALL EXHAUST/RELIEF AIR LOUVERS SCHEDULE MAX MAX SIZE ELECTRICAL DESIGN LOCATION TYPE AIRFLOW AIRFLOW PRESSURE BACKDRAFT PERCENT FREE DESIGN NUMBER NUMBER ACTUATOR INTERLOCK REMARKS DESIGN BASIS SYMBOL DIRECTION CFM DROP DAMPER WIDTH HEIGHT FREE AREA VELOCITY OF OF EMERGENCY VOLTS/PHASE WITH NOTES IN IN IN AREA SF FPM SECTIONS ACTUATORS POWER /HERTS UNIT LVE-138 WALL STATIONARY EXHAUST 130 0.05 [2] 12 12 50% 0.450 289 1 EF 1 ,3,5,6, GREENHECK ESJ LVE-140 WALL STATIONARY EXHAUST 500 0.05 [3] 24 12 30% 0.800 625 1 115/1/60 EF 1 ,3,5,6, GREENHECK ESJ LVR-1 WALL STATIONARY RELIEF 3000 0.1 [3] 48 23 48% 3.61 831 1 NO 115/1/60 RF 1 ,4,5,6,7,8 GREENHECK ESD-435 LVR-2 WALL STATIONARY RELIEF 3000 0.1 [3] 48 23 48% 3.61 831 1 NO 115/1/60 RE 1 ,4,5,6,7,8 GREENHECK ESD-435 Issue Revision Date a PERMIT 3/3/17 4i N (\j NOTES: N. 1 INSTALL LOUVER WITH BLADES RUNNING HORIZONTALLY. 5 PROVIDE ALL WELDED CONSTRUCTION. c, 2 BACKDRAFT DAMPER PROVIDED AT DUCT CONNECTIONS 6 COORDINATE LOUVER FINISH WITH ARCHITECTURAL REQUIREMENTS. 0 3 PROVIDE MOTORIZED DAMPER AT DUCT CONNECTION. 7 PROVIDE MOTORIZED DAMPER WITH FAIL CLOSE ACTUATOR 4 PROVIDE INSECT SCREEN AT LOUVER. 8 MOTORIZED DAMPER SHALL OPEN WHEN FAN-COIL IS IN ECONOMIZER M( PROVIDE LOW LEAK, CLASS 1 DAMPERS. 0 o UPDATED: 2/24/2017 0 ,c3:)) J REFERENCE ONLY NOT APPROVED WITH THIS PERMIT F- T "3 MECHANICAL SCHEDULES o ConsultingEngineers Scale DETAILS 2007 S.E. AsSt. 7 2 -IIPortland, OR 97214 Date March 3, 2017 H .APHN: (503) 234-0548 FAX: (503) 234-0677 d INC.mWW.MFIA-ENG.COM M003 J - CONTACT: Mariana Galofteanu Sheet No. 0 0 ce 0 < deca • ARCHITECTURE . INC EXHAUST / RELIEF FANS SCHEDULE - - - 935 SE Alder Street,Portland Oregon 97214 MIN MOTOR INTER- tel 503 239 fax 503 239 6558 DESIGN OWNER FAN SPACE CFM MAX ESP WHEEL FAN VOLTS / INLET DAMPER OPER. LOCK / REMARKS DESIGN BASIS , SYMBOL SYMBOL TYPE SERVED CFM INCHES TYPE RPM BHP HP RPM DRIVE SPEED PHASE / MOUNTING SONES TYPE WEIGHT CONTROL NOTES MODEL# 'a WATTS TYPE �ONTROLLEF HZ LBS WITH GREENHECK EF-137 910EF5001 INLINE MECHANICAL 130 130 0.25 B.I. 1084 0.02 1/12 HP 1550 DIRECT YES 115/1/60 SPRING HANGING 4.1 BACKDRAFT_ 60 1 ,2,3,4,5,6,8 SQ-80-VG EF-138 910EF5002 CEILING FAN BATHROOM 130 130 0.20 F.C. 1133 24 W 1400 DIRECT YES 115/1/60 HANGING 1 .1 BACKDRAFT 30 1 ,2,3,4,5,6,7 SP-A190 EF-140 910EF5003 INLINE MECHANICAL 370 370 0.25 B.I. 1264 0.04 1/10 HP 1550 DIRECT YES 115/1/60 SPRING HANGING 5.2 BACKDRAFT 60 1 ,2,3,4,5,6,8 SQ-90-VG �G �N �`� ! ,- ,,,�. _ _ gay ,�,Q3, 2 .. [, RF-1 910EF5004 INLINE • SPACE RELIEF 900 3000 0.25 B.I. 1140 0.5 3/4 HP 1725 DIRECT YES 115/1/60 SPRING HANGING 12.1 MOTORIZED 165 FU 1 ,2,3,4,5,6,8,9,10 SQ-160-VG '., ✓G OREGON�9 L?, RF-2 910EF5005 INLINE SPACE RELIEF 900 3000 0.25 B.I. 1140 0.5 3/4 HP 1725 DIRECT YES 115/1/60 SPRING HANGING 12.1 MOTORIZED 165 FU 1 ,2,3,4,5,6,8,9,10 SQ-160-VG � q�413� a� EXPIRES: 30JUN18 1 NOTES: DURHAM 1 PROVIDE UL LISTED, PREMIUM EFFICIENCY MOTOR. 5 PROVIDE SOLID STATE SPEED CONTROLLER 9 PROVIDE 0-10 VDC INPUT SIGNAL EC MOTOR, CONSTANT PRESSURE WITH ROOM TAP CONTROL. TPS BUILDING REMODEL 2 PROVIDE MOTOR WITH THERMAL OVERLOAD PROTECTION. 6 PROVIDE 1 .15 OR GREATER MOTOR SERVICE FACTOR. 10 CONTROL FAN SPEED FROM SPACE PRESSURE DIFFERENTIAL SENSOR. MAN WATER SERVICES 3 PROVIDE DISCONNECT /W HOA SWITCH. 7 PROVIDE FLEX CONNECTORS AT INLET OF FAN. 4 PROVIDE VIBRATION ISOLATION KIT. 8 PROVIDE FLEX CONNECTORS AT INLET AND OUTLET OF FAN. 16060 SW 85th Ave Tigard, OR 97224 UPDATED: 3/7/2017 12:14 Project j 6788 M FAN FORCED ELECTRIC WALL HEATER SCHEDULE 1 ELECTRICAL DESIGN OWNER ROOM HEAT LOSS PROVIDED POWER OPERATING DESIGN BASIS/ lAi SYMBOL SYMBOL SERVED BTUH HEAT AMPS CONNECTION WEIGHT NOTES REMARKS INC. KW VOLT/PHASE/HZ LBS CADET EW H-142 910HTR5001 142 1 ,707 0.50 4.2 115/1/60 1,2 COM-PAK Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 NOTES: AX (60))x-0677 1 PROVIDE WALL CAN AND GRILLE. ANW.MFIA—ENG.COM 2 PROVIDE INTEGRAL THERMOSTATIC CONTROL. UPDATED: 3/7/2017 PUMPS SCHEDULE DESIGN SYMBOL CP-1,-2,-3,-4,-5,-6 & -7 OWNER SYMBOL 910P5001, 910P5002, 910P5003, 910P5004, 910P5005, 910P5006, 910P5007 SYSTEM CONDENSATE DRAIN TYPE FLOATLESS SENSOR LOCATION FURNACE ROOMS SUMP 1/2 GALLONS INTERLOCK AVERAGE FLUID TEMPERATURE 75 QUANTITY 1 Q FLOW RATE PER PUMP (GPM) EZ w PUMP HEAT (FT WG) 22 I` MOTOR (HP) o MOTOR TYPE z 0 RPM 1725 w AMPERAGE 1.9 o Issue Revision Date d SWITCH cp PERMIT 3/3/17 N MAXIMUM SOLIDS - N h. MAX WORKING PRESSURE (PSI) c-, MAX OPERATING TEMPERATURE (F) 160 ELECTRICAL (VOLST/PHASE/HERTZ) 115/1/60 VARIABLE SPEED YES 7 g STARTER DESIGN WEIGHT (LBS) 5 BASIS OF DESIGN DIVERSITECH IQP-120 REFERENCE ONLY 7 REMARKS/NOTES 1 NOT APPROVED WITH THIS PERMIT NOTES: Q 1 PROVIDE UL LISTED ASSEMBLY. J 2 MECHANICAL s SCHEDULES 9N MScale DETAILS ao Consulting Engineers o 2007 S.E. Ash St. Date March 3, 2017 '1 'PN5d3) 234-0548 FAX: (503) 234-0677 JINC.m.MFrA-ENG.COM CONTACT: Mariana Galofteanu M004 = Sheet No. AU deca ARCHITECTURE . INC 935 SE Alder Street, Portland Oregon 97214 OUTSIDE AIR CODE ANALYSIS FOR MULTIPLE/SINGLE ZONE SYSTEMS tel 503 239 1987 fax 503 239 6558 UNCORREC OSA MINIMUM MAXIMUM SYSTEM OCC. OA INTAKE - MIN CODEI di CFM/PERS EA DESIGN OCCUPANT AREA PROVIDED REQUIRED REQUIRED MAXIMUM PROVIDED ZONE OUTDOOR VENT. DIVERSITY Vou = OUTDOOR PROVIDED ` SPACE OCCUPANCY ON OSA REQ'D PEOPLE OSA CFM OSA CFM REQ'D 100% OSA CFM OSA CFM PROVIDED SUPPLY EFFECT. AIR EFF. AT D DxSum(Rp x AIR CFM - OUTDOOR MINIMUM AREA (PEOPLE / (FIXTURE) - CFM/FTA2 - CFM / CODE (FIXTURE) VBzp Vbza EXHAUST EXHAUST Vbz Voz SUPPLY AIR CFM FACTOR FRACTION Zp MAX Zp - =Ps/(sum Pz)+Sum(Ra Vot = Vou AIR INTAKE OSA CFM UNIT ROOM CLASSIFICATION REMARKS (FT"2) - Az 1000FT^2) Rp Ra FIXTURE PEOPLE Pz =Rp*Pz =Ra*Az CFM CFM (2) =Sum(Vbz) =(Vbz)/Ez AIR CFM Vpz Ez(3) =VozIVpz Ev(4) Pz) x Az) / Ev CFM - Vot (1) . 102 - Conference CONFERENCE 454 50 5 0.06 0 23 23 115 27 0 0 142 178 1040 1040 0.8 17% i, .°3, 2�; -"- 105 - Furnace Closet WAREHOUSE 65 1 0 0.06 0 0 0 0 4 0 0 4 5 60 60 0.8 8% `'1 OREGON 14/0 13 Vii �2 �4 l'on Bk.11O FU-1 TOTALS 51923 115 31 0 0 146 183 1100 1100 0.8 17% 0.9 1 146 162 162 160 EXPIRES: 30JUN18 _ 106 - Conference CONFERENCE 192 50 5 0.06 0 10 10 50 12 0 0 70 78 500 500 0.8 16% DURHAM 104 - Supply WAREHOUSE 61 1 0 0.06 0 0 0 0 4 0 0 50 5 40 40 0.8 13% TPS BUILDING REMODEL 108 - Kitchen KITCHEN 169 10 0 0 0.7 2 1 0 0 120 290 50 0 220 220 0.8 107 - Break DINING 275 70 7.5 0.18 0 20 10 75 50 0 0 130 156 560 560 0.8 28% MAN WATER SERVICES 16060 SW 85th Ave FU-2 TOTALS 697 21 125 66 120 290 300 239 1300 1300 0.8 28% 0.8 1 191 239 290 300 Tigard, OR 97224 0 • 109 - Office OFFICE 190 5 5 0.06 0 1 2 10 11 0 0 50 26 280 280 0.8 9% 110 - Reception RECEPTION 142 30 5 0.06 0 4 2 10 9 0 0 50 24 220 220 0.8 11% Project #: 6788 101 - Lobby MAIN LOBBY 385 10 5 0.06 0 4 4 20 23 0 0 50 54 1210 1210 0.8 4% 103 - Hail CORRIDOR 95 5 0 0.06 0 1 0 0 6 0 0 50 8 70 70 0.8 11% FU-3 TOTALS 812 8 40 49 0 0 200 112 1770 1770 0.8 11% 1 1 89 89 89 90 LA1 1.Ai 121 - Office OFFICE 122 5 5 0.06 0 1 1 5 7 0 0 12 15 210 210 0.8 7% INC. 122 - Office OFFICE 182 5 5 0.06 0 1 2 10 11 0 0 21 26 280 280 0.8 9% 123 - Office OFFICE 123 5 5 0.06 0 1 1 5 7 0 0 12 15 190 190 0.8 8% Consulting EngAshineers 125 - Office OFFICE 135 5 5 0.06 0 1 1 5 8 0 0 13 16 250 250 0.8 7% Portland, OR 97214 PHN: 503) 234-0548 126 - Office OFFICE 130 5 5 0.06 0 1 1 5 8 0 0 13 16 200 200 0.8 8% FAX: ( 03) 234-0677 mrtr. -ENG.COY 127 - Office OFFICE 167 5 5 0.06 0 1 2 10 10 0 0 20 25 330 330 0.8 8% FU-4 TOTALS 859 8 40 51 0 0 91 114 1440 1440 0.8 9% 1 1 91 91 91 100 129 - Work OFFICE 676 5 5 0.06 0 3 3 15 41 0 0 56 70 710 710 0.8 10% - 111 - Hall CORRIDOR 538 5 0 0.06 0 3 2 0 32 0 0 32 40 400 400 0.8 10% 130 - Janitor UTILITY 42 - 0 0.06 0 0 0 0 3 0 80 3 4 0 0 0.8 138 - Bathroom TOILET 76 20 0 0 50 2 2 0 0 100 130 0 0 60 60 0.8 FU-5 TOTALS (6) 1332 7 15 76 100 210 91 114 1160 1160 0.8 10% 1 1 91 91 210 100 131 - Mud STORAGE-RET 117 2 0 0.12 0 0 0 0 14 0 0 14 18 70 70 0.8 25% 135 - Office OFFICE 324 5 5 0.06 0 2 3 15 19 0 0 34 43 1160 1160 0.8 4% 137 - Mechanical STORAGE-RET 70 2 0 0.12 0 0 0 0 8 0 50 8 10 50 50 0.8 20% 139 - Sprinkler WAREHOUSE 49 1 0 0.06 0 0 0 0 3 0 0 3 4 . 40 40 0.8 9% 140 - Mens TOILET 87 20 0 0 50 2 2 0 0 100 210 0 0 150 150 0.8 141 - Womens TOILET 98 20 0 0 50 2 3 0 0 150 160 0 0 110 110 0.8 133 - Office OFFICE 104 5 5 0.06 0 1 1 5 6 0 0 11 14 260 260 0.8 5% FU-6 TOTALS (6) 849 9 20 50 250 420 70 88 1760 1760 0.8 25% 0.8 1 70 88 420 380 120 - Office OFFICE 174 5 5 0.06 . 0 1 2 10 10 0 0 20 25 360 360 0.8 7% 112 - Work OFFICE 123 5 5 0.06 0 1 1 5 7 0 0 12 15 200 200 0.8 8% 113 - Office OFFICE 125 5 5 0.06 0 1 1 5 8 0 0 13 16 200 200 0.8 8% Issue Revision Date 114 - Office OFFICE 125 5 5 0.06 0 1 1 5 8 0 0 13 16 200 200 0.8 8% PERMIT 3/3/17 N 115 - Office OFFICE 125 5 5 0.06 0 1 1 5 8 0 0 13 16 200 200 0.8 8% - 116 - Office OFFICE 125 5 5 0.06 0 1 1 5 8 0 0 13 16 200 200 0.8 8% 117 - Office OFFICE 125 5 5 0.06 0 1 1 5 8 0 0 13 16 200 200 0.8 8% tri 118 - Office OFFICE 125 5 5 0.06 0 1 1 5 8 0 0 13 16 200 200 0.8 8% o _ 119 - Office OFFICE 163 5 5 0.06 0 1 2 10 10 0 0 20 25 280 280 0.8 9% Q - - 3 FU-7 TOTALS 1210 11 55 75 0 0 130 163 1990 1990 0.8 9% 1 1 130 130 130 140 O NOTES: REFERENCE ONLY (1) OUTDOOR AIR SUPPLIED DIRECTLY THROUGH THE AIR-HANDLING UNIT. (4) NOT USED. NOT APPROVED WITH THIS PERMIT (2) NOT USED. (5) ADDITIONAL OUTSIDE AIR REQUIRED TO PROVIDE AIR FOR SPACE PRESSURIZATION AND REPLENISH EXHAUSTED AIRFLOW. ~ (3) CEILING SUPPLY DIFFUSERS AND CEILING RETURN GRILLES. (6) SPACE MUST BE NEGATIVE TO THE SURROUNDING SPACES, OUTSIDE AIR TO REPLENISH EXHAUST AIR IS PROVIDED FROM OTHER SYSTEMS. 73 -Q � MECHANICAL F -1 SCHEDULES et N _ Consulting Engineers Scale DETAILS AFI2007 S.E. Ash St. 7 M Portland, OR 97214 n PHN: (503) 234-0548 Date March 3, 2017 FAX: (503) 234-0677 .- d INC.m.aFIA-ENG.COM M 0 05 CONTACT: Mariana Galofteanu Sheet No. g (d 0 ¢ deca ARCHITECTURE . INC i �•» • �• -y --•• 935 SE Alder Street, Portland Oregon 97214 i. ` 6 • CHLORINE TANK CAR tel 503 2391987 fax 503 239 6558 AIS& G 5�1;'� ` i �, UNLOADING FACILITY P RoVIDE A HOT C-,7A 4s`i" :9A, - -rn * =M , r : ' / , ... t: ' 1 P er? Y cif/ cot, ,N E. .°, 1J 1'-I rr l \fe-. ' •� ' ' C ., ON .Trs'� ` t r- SOL i.lo 1l14LVIk• bit. 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SEE ARCHITECT FOR ACOUSTICAL Issue Revision Date N A. VERIFY ALL EXISTING CONDITIONS RELATIVE TO THE 1 . INDOOR FURNACE: INSTALL ON 1 " NEOPRENE INFORMATION). ROUTE REFRIGERANT PIPING FROM 8. ECONOMIZER RELIEF AIR LOUVER, PROVIDE REPORT. wPERMIT 3/3/17 SCOPE OF WORK. DO NOT FABRICATE DUCTWORK WAFFLE PAD, OR KINETICS RD FOR VIBRATION UNIT DOWN TO FURNACE DX COOLING COIL. FOR INSULATED PLENUM BEHIND LOUVER WITH RELIEF W/0 CONFIRMING SPACE EXISTS, FOR SIZES ISOLATION; SEE ARCHITECTURAL FOR ACOUSTICAL PIPE ROOF PENETRATION SEE DETAIL 4/M611 . AND AUTOMATIC DAMPER AT DUCT CONNECTION. 14. GRAVITY CONDENSATE DRAIN, ROUTE ABOVE CEILING. MAINTAIN A MINIMUM HORIZONTAL SLOPE IN THE N REQUIRED. REQUIREMENTS. PROVIDE FLEXIBLE CONNECTORS ON 9. RETURN AIR DUCT DOWN IN WALL SHAFT TO LOW DIRECTION OF DISCHARGE OF 1 %. ROUTE DOWN ALL DUCT CONNECTIONS. PROVIDE DUCT LINER ON 4. EXHAUST FAN: LOCATE ABOVE CEILING. PROVIDE WALL RETURN GRILLE. INSTALL GRILLE 6 INCHES INSIDE THE BUILDING WALL AND DISCHARGE B. COORDINATE ALL MECHANICAL AND CONTROL WORK THE DUCT MAINS FOR A LENGTH OF 1O'-SUPPLY FLEXIBLE CONNECTORS ON DUCT CONNNECTION(S) ABOVE FINISHED FLOOR. THROUGH THE WALL, 12 INCHES ABOVE ADJOINING WITH GENERAL CONTRACTOR, CONTROL AND 15'-RETURN DUCT FROM UNIT. PROVIDE GAS OF FAN. FOR INLINE FAN SEE DETAIL 6/M610. GRADE IN PLANTER AREA AWAY FROM 2 CONTRACTOR, ELECTRICAL AND ARCHITECTURAL. ' a PRESSURE REGULATOR AT THE GAS LINE 10. SPACE RELIEF AIR FAN, PROVIDE FLEXIBLE DUCT PASSAGEWAYS. N CONNECTION PER MANUFACTURER'S 5. INDOOR AIR CONDITIONING FAN COIL UNIT. INSTALL CONNECTORS AT DUCT INLET AND OUTLET. C. PROVIDE DUCT RUNS INCLUDING NUMBER OF IN SPACE MOUNTED ON WALL JUST BELOW THE RECOMMENDATIONS, SEE GAS CONNECTION DETAIL 15. 3/4"0 PUMPED CONDENSATE ROUTE ABOVE ELBOWS AS SHOWN ON PLANS. REQUEST OWNER 5/M11 . FOR FURNACE INSTALLATION DETAIL SEE CEILING. PROVIDE CONDENSATE PUMP AND DRAIN 11 . ELECTRIC WATER HEATER. CEILING. MAINTAIN A MINIMUM HORIZONTAL SLOPE IN APPROVAL PRIOR TO MAKING DUCTWORK RUNS 2/M61 1 (ECONOMIZER) OR 6/M11 (NO ECONOMIZER). AS SHOWN. THE DIRECTION OF DISCHARGE OF 1 %. DISCHARGE REFERENCE ONLY DEVIATION FROM PLANS. 12. SUPPLY AIR LINEAR DIFFUSER WITH PLENUM DOWN WITH 90 DEG ELBOW TO GRAVITY NOT APPROVED WITH THIS PERMIT 2. OUTDOOR CONDENSING UNIT: LOCATE UNIT ON 6. EXHAUST AIR LOUVER. PROVIDE DUCT LINER IN PLENUM. SEE DETAIL CONDENSATE MAIN LINE. D. PROVIDE FLEXIBLE DUCTS TO CEILING SUPPLY AIR CONCRETE PAD ABOVE GRADE, SEE DETAIL 1/M611 . 3/M610. DIFFUSERS. SEE DETAIL 1 /M610 FOR SUPPLY 7. OUTSIDE AIR INTAKE LOUVER. INSTALL BELOW ROOF 16. INTERNALLY LINED RELIEF AIR DUCTWORK. T ,' DIFFUSERS AND DETAIL 2/M610 FOR RETURN AIR EAVES. PROVIDE INSULATED PLENUM BEHIND CEILING GRILLES. 3. OUTDOOR CONDENSING UNIT: LOCATE UNIT ON ROOF LOUVER. PLENUM SHALL BE 18 INCH DEEP. 13. LINE RETURN AIR DUCT BRANCH PER ACOUSTICAL MECH ICAL gON 2" SPRING ISOLATION CURB PER ACOUSTICAL 17. OUTSIDE AIR DUCTWORK; PROVIDE MOTORIZED FLOOR PLAN-SOUTH o CONTROL DAMPER FOR ECONOMIZER CONTROL. J Ni lk 1 / Scale 1/4'=1'-o" 09 Q b T Consulting Engineers 2007 S.E. Ash St. Fl Portland, Date March 3, 2017 2 OR97214/APIN: (503) 234-0548 ¢` - C1 FAX: (503) 234-0677 M212 IONTGA~CTMan�ana N. aooShe et No, anu 4. (c?) b Q • deca ARCHITECTURE . INC 935 SE Alder Street, Portland Oregon 97214 tel 503 2391987 fax 503 239 6558 d „.,,...6',,,„....--- \ 1 (6f-,,,,-- Q .„,,, 31'-8 112" c 84`-41/2" (73) (4) _......„„,,_ , ,...,__ „..,...,.._ ____ ,,, ,T ---\ wwwwa. o ... ,..,.eraerauuazuue<uMx �...:.... w.,..w .....,............ . . � ,,, c O p�toi�(' rNti��•»G 1 1t ,CCG`J e 0 >, 031 2 ac.ocarxuracixxu `1j, OREGON 6/ 0 g 4,. 13, tig1 O(v r �' 4 rz i 1 1 ' FURNACE ' :::\,, EXPIRES: 30JUN18 € rah : p / 1! r�r CONCENTRIC ,, I Al¢ ''"" i VENTS DURHAM , ° �$ • TPS BUILDING REMODEL VR CLEAN WATER SERVICES •-kr %Mk Mr \° 128 © F F a co 1 yr , , vir rte,,; r — . . . . �� 16fl60, SW 85th Ave r r T_ _ r— o ,,,-t: Tigard OR 97224 I �� FURNACE CONCENTRIC v, ( � a VENTS . Project 6788 r7 -- , IM j FURNACE CONCENTRIC — .% 6 1 111 I " I J VENTS . \; ` ill I '2 Aei . t. ‘,..,„_,,,,,m____ i'`. —..�......00 ...,.»..�..... — — .. e ... .,� ,._ w..- .,....,...,. ,m .._m.. ®.� m.„a...w,.... ...�....., �., --- d. - -. - ,a. ,... .......�.-....».....».»»»�.W »..a ..o.^^-" ... ?. 7''' 'S dfl FAI „, e Alk o INC. © , FURNACE CONCENTRIC d' VENTSL. 4 I Consul Engineers 3 ! 2007 S.E. Ash St. z / ./ Portland, OR 97214 � � » » » - - __ _ - _ _ »» m M _ - » _ » » � _ — m_ »» 4`— mm FAXPH :. (503) 234-0548 r (503) 234-0677 _ WWW MFIA ENG COM r • +.-i--=.-- ri MECHANICAL ROOF PLAN 0 1Q39' SCALE: 1/8H =1 ' 0 GENERAL NOTES: Ox MECHANICAL NOTES: REQUIREMENTS (SEE ARCHITECTURAL FOR REQUIREMENTS. SEE ARCHITECT FOR ACOUSTICAL A. VERIFY ALL EXISTING CONDITIONS RELATIVE TO THE 1 . INDOOR FURNACE: INSTALL ON 1 ” NEOPRENE INFORMATION). ROUTE REFRIGERANT PIPING FROM 8. ECONOMIZER RELIEF AIR LOUVER, PROVIDE REPORT. SCOPE OF WORK. DO NOT FABRICATE DUCTWORK UNIT DOWN TO FURNACE DX COOLING COIL. FOR INSULATED PLENUM BEHIND LOUVER WITH RELIEF Issue Revision Date WAFFLE PAD, OR KINETICS RD FOR VIBRATION PIPE ROOF PENETRATION SEE DETAIL 4/M611 . AND AUTOMATIC DAMPER AT DUCT CONNECTION. 14. GRAVITY CONDENSATE DRAIN, ROUTE ABOVE CEILING. W/O CONFIRMING SPACE EXISTS, FOR SIZES ISOLATION; SEE ARCHITECTURAL FOR ACOUSTICAL MAINTAIN A MINIMUM HORIZONTAL SLOPE IN THE PERMIT 3/3/17 REQUIRED. REQUIREMENTS. PROVIDE FLEXIBLE CONNECTORS ON 9. RETURN AIR DUCT DOWN IN WALL SHAFT TO LOW DIRECTION OF DISCHARGE OF 1 %. ROUTE DOWN ALL DUCT CONNECTIONS. PROVIDE DUCT LINER ON 4. EXHAUST FAN: LOCATE ABOVE CEILING. PROVIDE B. COORDINATE ALL MECHANICAL AND CONTROL WORK THE DUCT MAINS FOR LENGTH OF 10'—SUPPLY FLEXIBLE CONNECTORS ON DUCT CONNNECTION(S} WALL RETURN GRILLE. INSTALL GRILLE 6 INCHES INSIDE THE BUILDING WALL AND DISCHARGE `" ABOVE FINISHED FLOOR. THROUGH THE WALL, 12 INCHES ABOVE ADJOINING WITH GENERAL CONTRACTOR, CONTROL AND 15'—RETURN DUCT FROM UNIT. PROVIDE GAS OF FAN. FOR INLINE FAN SEE DETAIL 6/M610. GRADE IN PLANTER AREA, AWAY FROM CONTRACTOR, ELECTRICAL AND ARCHITECTURAL. _J PRESSURE REGULATOR AT THE GAS LINE 10. SPACE RELIEF AIR FAN, PROVIDE FLEXIBLE DUCT PASSAGEWAYS. 5. INDOOR AIR CONDITIONING FAN COIL UNIT. INSTALL 0 C. PROVIDE DUCT RUNS INCLUDING NUMBER OF CONNECTION PER MANUFACTURER'S IN SPACE MOUNTED ON WALL JUST BELOW THE CONNECTORS AT DUCT INLET AND OUTLET. " RECOMMENDATIONS SEE GAS CONNECTION DETAIL 15. 3/4"0 PUMPED CONDENSATE ROUTE ABOVE 61, ELBOWS AS SHOWN ON PLANS. REQUEST OWNER CEILING. PROVIDE CONDENSATE PUMP AND DRAIN ' N 5/M11 . FOR FURNACE INSTALLATION DETAIL SEE 11 . ELECTRIC WATER HEATER. CEILING. MAINTAIN A MINIMUM HORIZONTAL SLOPE IN APPROVAL PRIOR TO MAKING DUCTWORK RUNS 2/M611 (ECONOMIZER) OR 6/M 1 1 (NO ECONOMIZER). AS SHOWN. THE DIRECTION OF DISCHARGE OF 1 %. DISCHARGE DEVIATION FROM PLANS. 12. SUPPLY AIR LINEAR DIFFUSER WITH PLENUM DOWN WITH 90 DEG ELBOW TO GRAVITY 2. OUTDOOR CONDENSING UNIT: LOCATE UNIT ON fi. EXHAUST AIR LOUVER. PROVIDE DUCT LINER IN PLENUM. SEE DETAIL CONDENSATE MAIN LINE. D. PROVIDE FLEXIBLE DUCTS TO CEILING SUPPLY AIR REFERENCE ONLY DIFFUSERS. SEE DETAIL 1 /M610 FOR SUPPLY CONCRETE PAD ABOVE GRADE, SEE DETAIL 1 /M611 . 7. OUTSIDE AIR INTAKE LOUVER. INSTALL BELOW ROOF 3/M610. NOT APPROVED WITH THIS PERMIT DIFFUSERS AND DETAIL 2/M610 FOR RETURN AIR EAVES. PROVIDE INSULATED PLENUM BEHIND 16. INTERNALLY LINED RELIEF AIR DUCTWORK. / 3. OUTDOOR CONDENSING UNIT: LOCATE UNIT ON ROOF LOUVER. PLENUM SHALL BE 18 INCH DEEP. 13. LINE RETURN AIR DUCT BRANCH PER ACOUSTICAL r CEILING GRILLES. ON 2" SPRING ISOLATION CURB PER ACOUSTICAL 17. OUTSIDE AIR DUCTWORK; PROVIDE MOTORIZED CONTROL DAMPER FOR ECONOMIZER CONTROL. MECHANICAL ROOF PLAN 0. (5 ,71.,- M Consulting Engineers Scale 1/8"=1'-0" - a —2007 S.E. Ash St. Portland, OR 97214 ri Date March 3, 2017 PHN: (503) 234-0548 FAX: (503) 234-0677 INC. f.MFIA-ENG.COM a �CONTACT: Mariana Galoffeanu Sheet No. g � t.DQ deca ARCHITECTURE . INC 935 SE Alder Street, Portland Oregon 97214 tel 5Q,3 2391987 fax 5032396558 A TF "''''YYYYYYd RA DUCT 24X48 RELIEF AIR I I PLENUM&LOUVER RF = 0 SA DUCT j1,1111. SA DUCT RF �.... -..„„m ",,, w _ .iti ii } € ,., -" RA DUCT -, OSA DUCT RA DUCT .�F�G�pN��, J�OSA DUCTRE DUCT �a.,"1 4 =. I .3 03� 2Lfw•IJ 2a — € �� OREGON,10 -'--i---; n • il III �� III I I s3.liI �� II Ir---� i i i1 �► I �� I' ► ' -I i i kq v L��...x�xxe, � ce1--)flsr— � i �R�k„_,_ _ .: _ __ �� ' ' �EXPIRES 30,1UN18/ \011.. ....1 IIII , mw.:, w ,olvwrigki ,/ \ \ \ MMISA DIF :USER S DIFFUSER RELIEF AIR FAN RELIEF AIR FANIIII DURHAM RE AIR FAN , TPS BUILDING REMODEL SA S I D EWALL - 7 R GRILLE GRILLE II ' ! to RA GRILLE I C CLEAN WATER somas � I A •- >I I 1 — I GAS FURNACE GAS FURNACE 16060 SW 85th Ave , !L : , _ . 411 4L� i i Tigard, 0R 97224 `O= di { a i m m,�S .. • " I � I I tl7 "� 9 1 � ' g .-W.,..x= vim" �; ° ; € E F:., � € .,..,, f , x F� M1• k »� wj i oo-0 i #-L-1 1 - '-1-17171-1 � w . _11firiFri I • I1' 11. 1IIIII I , II . s . .-: ; � �,,_ 4,i �S , ' r; . . . - - 3" Vv f l . ,. � #„ , � , 9" 9�¢ j i s�r � . . � ,.,,,.., • • 1 III g , 21 _ it ' ° .. t ''/ 1 /" 1 . Ii ill j 1 p ^ I I l 1 I= .-- 1 . I I I " ,--— 1 �4 — � . i-1i ii 1 , 1 1 ym" ,. , # f ; I ko !�" : I „" _ x , .�4° , ° f ^ R� ,W, � tt � � . a‘ . , W 1 I . 1=111=11 WH �I 1 w « _ , .. ” �, _ Project : 6788 c4. MECHANICAL SECTION A B MECHANICAL SECTION B 1y SCALE: 1/4"=1 '-0" 411 SCALE: 1/4"=1 '-0" 7 ...,....„., D t 0 $ II I 1 1 II INC. � Consulting0 .E. �Eng�eers ��' Portland, OR 97214 ».»h° ° - " O PHN: (503} 234-0548 5 FAX: (503) 234--0677 - , RA DUCT IFITT MFIA-ENG°COM RE1-URN AIR ; ��a I ; ,-- �`� SA DUCTGRILLE f I® I I °°�"~ i F'` 0 � 1, a -1r-- 0 RA DUCT H� I� � � ---*44tH . I ' " ` l'j ;I, I t SA DUCT SA DUCT 111-4-11.1111-16:4 - :.L — J L--_ I I € — 4J** I I a X ---.401..4. / � / / - ,4' I — _ FURNACE I OSA LOUVER \-- CEILING SA % OSA LOUVER SUPPLY AIRidol CEILING RA DIFFUSER FURNACE GRILLE DIFF TYP _ - A LOWER GEEING in') CONFERENCE I I ROOM ; : , HALL KITCHEN TT j I � ' I f A I 1 1JJ FILTER BOX �) I I I -� I 11.\.,,..1::! o 1 I.) 1 .'., , ... . i #I J, `, ,1 _ —I I �I n S c.' ." x7 r a 3'a" m c 4• - . .x.j�e�re:`^"°"^�.g, -°`""A"`w" Q° .,.. _wax£°,='.®.° " a w. � - m, »,..." '»�,,,.,.,... I -.,- .. .1TH "' _ � �: �".sa s"'. � r°rx�,.1<,:.,, _ sz �.�. . 'ffx <''III 11 1 1 l £ �I �I . <� ' — / . I 1 I / 1 I1I 1 111. : 1 1 " X 11 .,, 'r I JI,, I� . _ i1-.-.---11 ,-. -- 1l__-_-_111 111 11 :."-"-1 11 11 i�i � 11111 111 i1 1 1 H 111111 _ 1 l®i I ,. i -�l - w J ` �' I I l'''' ..- 1 11 1111.. 1 . 111 11 I I 1 11 " 111 ' 1 1 •111» 11 ,.3 8 f.....,__,,.2 8 3.,...,_,,,,.3 31..........."k k a, ,":M„k : ' R B {,.,,..,,..,,..3 8 i:.,,.",..:.....} 8 { 3 8 { 3 8 { 3 8 D T.,,,,,,,,,,"§ 8 f.............t f f.•..."......1 k f. .} g C MECHANICAL SECTION C �D� MECHANICAL SECTION D E MECHANICAL SECTION E 411 SCALE: 1/4"=1'-0" \\/141 1 ` SCALE: 1/4"=1'-0" 411 SCALE: 1/4"=1'-0" C 0 SA DUCT . . - SA DUCT } 7 � � Issue Revision Date ev ICUT. 't , I N „ I1S& DUCPERMIT 3/3/17 RA DUCT „ M X12 -- X 22 RE Mil i --- _ _ 22X12 A — i 41,1_,q2,1 a� L-- ��/�/411111111111111111111ir- iI I V III �� 1. 4. - ak _ . 2 71 N OSA � _ a � _ _ I � » I I l € RA GRILLE W : LOBBY RECEPTION i 3•UVER v SA G '} LELINEAR DIFFUSER N \-4 'F U ' RE DUCT101 110 5 >4/ Icn 1; Q' N� I RA DUCT 9,-s” REFERENCE ONLY I I NOT APPROVED WITH THIS PERMIT RE TRANSFER I • GRILLE I GAS I 2 A - FURNACE I ' IL MECHANICAL — .� °<.^•'�>-�° .•� � ,,.,..r ? 5., r,, , �'�' ".• '. .�' r�r ° x. � S r - � � .ror e. .� ... a $2� `9 ... s r .y.....a.y,.......,.., .,. �qj Eby$ ({�j w., F1-61-1F=----17=---1 ... ' .-„i,* � S�V3 'W.. , � �..� "� ° .��..... SECTIONS ,11 I*11 _ 1 , 11 =I 1' ..I .,,,,,,_I i I I 111".. 1 I l l I 1. iI. I l a 1 I I i I I I I�1 1� I 1� 1-111=1111-111 '. --:I I 1 1 .'. I_I . f , I l l I £ ' �r- U ,, :I 11 ::xl I 111 1 I 1=1 I 1=1 11” -I 11_ 1 I 1 I 11 1 11 111 1 ,—, ,w! I —I .— - a 1w., �1 I 1 111-111-111—i 11-111 -111-111-111---- 1 — -. . 11 1 Scale1/41'..-ii-o" o a Consulting Engineers Q 2007 S.E. Ash St. F I Portland, OR 97214 Date March 3, 2017 0 MECHANICAL SECTION F G MECHANICAL SECTION G . . PHN: (503) 234-05413 FAX: ( 03) 234-0677 Q I 41 1 SCALE: 1/4"=1'-0" 411 SCALE: 1/4"=1'-0" INC.WIPW°MFIA-ENG.COM Sheet No. M411 CONTACT: Mariana Galofteanu DO C9 Q deca FLEXIBLE DUCT FOR FINAL CONNECTION ONLY. 48" MAX. SPIN-IN FITTING WITH ma ARCHITECTURE . I N C SAME SIZE AS DIFFUSER NECK MANUAL VOLUME MAIN DUCT - SIZE DAMPER if ROOF JOIST, TRUSS TONPMil APPROX. 120' (TYP. OF 3) 935 S5o Alder S1treet, Portland 97214 9 6558 �. CORD OR GIRTER � HANG FAN FROM LINED PLENUM 1 " LARGER h STRUCTURE ABOVE THAN DIFFUSER NECK WITH MOUNTING EXTERIOR BELT DRIVE MOTORI d _� BRACKETS, TYP. :OTTOM 111 1 l CENTRIFUGAL IN-LINE CABINET FAN I I CORD FLEXIBLE DUCT OF TOP VIEW CONNECTION - VIBRATION ISOLATOR, SEISMIC RESTRAINT ■ TRUSS t TYPICAL FOR INLET •^ ^j TYPICAL ALL MOUNTING TAB (TYPICAL} I AND DISCHARGE LOCATIONS 4�.OPO!' 'ANDUIT STRAP ® t,�`� x�4� II .1 rm _ .. 120. .rte 7 ' MASON (OR EQUAL) 4,0,�3.,A , -- L CEILING - EXTEND DAMPER OPERATOR RODS irASEISMIC RESTRAINT `� t ii OREGON TO FLUSH CEILING OPERATORS IN IIPAL lgCEILING DIFFUSER GRILLES rj y �c ,a� MAIN DUCT / INACCESSIBLE CEILINGS , '�' ao�' ► on 01 FLEXIBLE DUCT FOR FINAL CONNECTION ONLY. 48" EXPIRES: 30JUN18 NIIIIIIIIIIN SPIN-IN FITTINGaumn MAX. SAME SIZE AS DIFFUSER NECK SIZE iiiiiNimmilimmimiNimmiiiniim \ BOTTOM CORD OF TRUS DUCT SUPPORT, SEE 7/M6.2 Ill 1101111i N.N....: I I 1 i TRANSITION DUCT TO 111111111111111 DURHAM IllFAN CONNECTION SIZE TPS BUILDING REMODEL 1) \#10 GALV. WIRE CP 3 LOCATIONS NEAR SUPPORT DUCT SIZE SHOWN ON PLANS CLEAN WATER SERVICES • 411% DUCT \— MANUAL VOLUME DAMPER SEISMIC RESTRAINT 1 " DUCT STRAP ® 8" 0/C CEILING Tigard, OR 97224 16060 SW 85th Ave SHEET METAL DUCT 441111111 . TAB TYPICAL) 11 ' FOR SHEETMETAL DUCTS 11 " TO 27" IN DIAMETER & ALL SQUARE OR RECTANGULAR DUCTS CEILING DIFFUSER / GRILLES CEILING (STRAP ALONE IS SUFFICIENT FOR DUCTS SMALLER THAN 11 " IN DIAMETER) E7 IN — LINE CABINET FAN Project : 6788 M61 ' STRAP INTERVAL MAY BE DECREASED (LESS THAN 96" 0/C TO REDUCE THE NEED FOR WIRE 0 SCALE: DETAIL TIES AS DETAILED. CONSULT ENGINEER OR SMACNA STANDARDS (Th CEILING SA DIFFUS I , , M ER D ETA L DETAIL NOTES � M61� SCALE: DETAIL ROOF STYLE CONCENTRIC 0-1/4" GALV. THREADED EYE BOLT @ CENTER OF WOOD MEMBER (TYP. OF �- COMBINATION GAS VENT AND 3). FOR Z-GIRT USE MACHINE THREAD EYE BOLT W/ JAMB NUT & COMBUSTION AIR, 1/4" WASHER CO EACH SIDE OF GIRT. FOR METAL DECK USE 12 FLASHING, PAINT BLACK WHERE INC. SHEETMETAL SCREWS & 16 GA. MIN STRUT ANGLE CLIP EXPOSED ABOVE ROOF; SEE ARCH. PROVIDE DUCT LINER PER ®-ATTACH TO TOP CORD. OF TRUSS ONLY OR WOOD JOIST W/ #12 X FOR COLLAR TYPE Consulting Engineers LINED RETURN AIR ACOUSTICAL REQUIREMENTS. 1 -5 8 DECK SCREW ® MIN. 1 " FROM WOOD MATERIAL EDGE. ATTACH Pd; Ash ' PLENUM FULL SIZE / Pim: � �z3 97214 REGISTER/GRILLE BY TO Z-GIRT W/ (2) #12 TEK SCREWS. FOR METAL DECK USE (2) 12-14 FAX: 0548 (003) 234-0677 MIN. 10" HIGH I- -1 SHEETMETAL SCREWS 1 ►.MFIA-ENG.COM RETURN/EXHAUST AIR DUCT -°•''''j------ TROOF SEISMIC RESTRAINT TAB s/ — -t— MANUAL VOLUME DAMPER 4 DUCT SUPPORT I (TYPICAL) M610 SCALE: DETAIL CEILING It SIDE BEAM BRACKET ATTACHED / kr---r RETURN/EXHAUST EXTEND DAMPER OPERATOR RODS W/ 1/4" X 1 -1/2" WOOD LAG GISTER GRILLE TO FLUSH CEILING OPERATORS IN OR 1/4" HARDWARE © Z-GIRT REGISTER/GRILLE INACCESSIBLE CEILINGS FOR METAL DECK USE (2) "" 12-14 SHEETMETAL SCREWS 0 13"Ø PVC GAS VENT Nakt 10 GA. GALV. WIRE (TYP. OF 3) 3"0 COMBUSTION AIR VENT E � RETURN AIR GRILLE DETAIL TOP CORD OF TRUSS, iiiiiii It 44 M�.p DETAIL ROOF JOIST OR Z-GIRT P * 11111111‘4fr"lillNill4Illf 7 CONCENTRIC GAS VENT M610 SCHEMATIC �-1 i CEILING EXHAUST FAN TRANSITION FROM OVAL TO THREADED ROD �� 120 7 HANG FAN FROM STRUCTURE ABOVE WITH MOUNTING VIBRATION ISOLATOR, TYPICAL • ROUND MAXIMUM TRANSITION A - BRACKETS, TYP. ALL MOUNTING LOCATIONS el i ANGLE 30 DEG. !Al i -Npil APPROX. 120' SEE ARCH. REFLECTED 10"o SA DUCT �+ (TYP. 'rr rrririrrrrri irir r r >... . ./rrrrrii/iiiiiriirirrii-.._. CLG. PLAN FOR EXACT FLEXIBLE DUCT FOR FINAL STOP N �� OF 3) LOCATION. CONNECTION ONLY WASHER / '� _�� a. MANUAL VOLUME DAMPER Issue Revision Date N 1-11.1111111111111w- � PIPE SWIVEL RING PERMIT 3/3/17 .C3 (to iii TOP VIEW ---- PIPE INSULATION SHIELD ._i N ti M LINED SLOT DIFFUSER r DETAIL NOTES �- PLENUM 8"WIDE X \ I .a 48" LONG X 12"HIGH PAN STRAPS 0-1/4" GALV. THREADED EYE BOLT 0 CENTER OF WOOD - - - �. MEMBER (TYP. OF 3). FOR 2 GIRT USE MACHINE THREAD '9714 CEILING EYE BOLT W/ JAMB NUT & 1/4" WASHER {D EACH SIDE \''.--- OF GIRT USE 12 SHEETMETAL SCREWS & 16 GA MIN. 16 TRANSITION DUCT TO FAN EXTERIOR WALL GA. MIN STRUT ANGLE CLIP CONNECTION SIZE REFERENCE ONLY NOTE: �. EXHAUST DUCT NOT APPROVED WITH THIS PERMIT WHERE THERE ARE MORE THAN ONE SLOTS PER • FOR SINGLE 1 -1/2 TO 3 STEEL '` EACH DIFFUSER, ADJUST ONE SLOT TOWARD ' LINES FOR SINGLE 2" COPPER LINES Q r EXTERIOR AND THE REST TOWARD INTERIOR. MECHANICAL 8 CEILING EXHAUST FAN COAR SLOT DIFFUSER DETAIL SCHEMATIC DETAILS �M610 o M610 SCALE: DETAIL Scale NONE V N 09 cp M Consulting Engineers 0, M PIPE SUPPORT FI Por iia, ORh972i4 Date March 3, 2017 SCALE: DETAIL A PHN: (503) 234-0548 i CS) 6FAX: (503) 234-0677 INC WW.MFIA-ENG.COM Sheet No. M610 gv CONTACT: Mariana Galofteanu 0-• 6 ¢ \p, INSULATED OSA (WITHIN BUILDING d e c a CU 48" CLEARV ENVELOPE) TO OSA PLENUM; SEE ARCHITECTURE . I N C - ABOVE UNIT PLANS FOR CONTINUATION _ 2 POSITION OUTSIDE AIR CONTROL tel 503 239 1987 fax 5032396558 DAMPER SET AT MIN. VENTILATION CFM REQUIRED BY OMSC DURING 935 SE Alder Street, Portland Oregon 97214 / ,,J_ OCCUPIED HOURS; CLOSE WHEN di t ( I 1 T\ REFRIGERANT LINES ON INTERIOR SIDE OF SCHEDULES. OFF. SEE VENTILATION INSULATION UP TO _ ......112" MIN ATTIC SPACE, INSULATE ;� 36" MAX Y TO WALL PENETRATION HIGH PRESS. --�� ',1 034 2 '- GAS LINE LOW PRESS '� . c FLOOR (SLAB ON z- GAS LINE --, oEN TEST PLUG `. J'qt. ,VP % GRADE) RETURN AIRc DUCT SEE � �� -LINE FIRST 15 �+�� -a° Z ; 4/010 v . FEET OF SA DUCT EXPIRES: 30 UN18 _ ` SERVICE VALVE ► FLOOR PLANS I'. i — a FOR R ,q v CONTINUATION ; DX EVAPORATOR DURHAM _..:.« ..: •.._..=..=..:..::.:..:..:.._.._.. ::..:..:..:.. ..=..=. _ Z COIL :��: ; : :�:�:��:�,�,�:�:�:�;��:�,�:�:� u ROUTE PER TPS BUILDING REMODEL _....;:•�.« . . GRADE- GAS VENT ._..=.._..:..:..._..:..=..:..:..:..:..�..:..:..;..=..: DRAWINGS TO CONCRETE PAD _� `!=!=! •=• 4:,:a dt:•:.:i;f:.;�:.:1,:f f:f:♦ . .. . =..:..:,.:..=..=.. =.«:..:.« =..=..=..1..: GAS PRESSURE —COMBINE TO CLEAN WATER SERVICES SEE STRUCTURAL .:,...7.1.7,...:&.:*7.7 ; GAS FURNACE WITH SPLIT DX COOLING Ur ITS SCHEDULE OUTDOOR CONDE \ S NG UNITS SCHEDULE NDOOR/OUTDOOR FAN COILS dee & ARCHITECTUREANC MARK m 4111. m m m FU m CONDENSING UNIT m m m m m CU m MARK IAC (?2 A C) NUMBER Q © © 4 © 6 W MARK NUMBER W © © 4 © 5 o NUMBER 111: 935 SE Alder Street A TYPE FAN COIL FAN COIL lei 5032391981 Dix 503 239 6558 MCA/MOCP 0.27A/15A 5.74MCA/15A VOLTAGE/PHASE 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH VOLTAGE/PHASE 480V/3PH 480V/3PH 480V/3PH 480V/3PH 480V/3PH 480V/3PH 480V/3PH VOLTAGE/PHASE 208V/1PH 2O8V/1PW d MCA/MOCP 14.5A/15A 14.5A/15A 19.3A/20A 19.3A/20A 10.3A/15A 19.4A/20A 19.3A/20A MCA/MOCP 8.1A/15A 8.3A/15A 10.5/15A 8.3/15A 8.1A/15A 10.5A/15A 10.5A/15A SERVING IT ROOM IT ROOM PANEL CIRCUITS LLDB-65 LLDB-72 LLDB-24 LLDB-28 LLDB-26 LLDB-30 LLDB-32 PANEL CIRCUITS MDP-2,4,6 MDP-8,10,12 MDP-14,16,18 MDP-20,22,24 MDP-26,28,30 MDP-32,34,36 MDP-38,40,42 INTERLOCK IAC/128 CONDUIT & WIRE SIZE 3/4"C, 2 #12 3/4"C, 2 #12 3/4"C, 2 #10 3/4"C, 2 #10 3/4"C, 2 #12 3/4"C, 2 #10 3/4"C, 2 #10 CONDUIT & WIRE SIZE 3/4"C, 3 #12 3/4"C, 3 #12 3/4"C, 3 #12 3/4"C, 3 #12 3/4"C, 3 #12 3/4"C, 3 #12 3/4"C, 3 #12 PANEL CIRCUITS LLDB-73,75 LLDB-73,75 & 1 #12 GND. & 1 #12 GND. & 1 #10 GND. & 1 #10 GND. & 1 #12 GND. & 1 #10 GND. & 1 #10 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. 3/4"C, 2 #12 3/4"C, 2 #12 CONDUIT & WIRE SIZE & 1 #12 GND. & 1 #12 GND. WALL INTAKE AIR LOUVERS SCHEDULE MARK ® ® ® WALL EXHAUST/RELIEF AIR LOUVERS SCHEDULE NUMBER v v VOLTAGE/PHASE 120V/1PH 120V/1PH 120V/1PH �' CONDENSING UNIT � Lek VR VR MARK NUMBER \ W W MCA/MOCP 1A/20A 1A/20A 1A/20A _ PANEL CIRCUITS I LLDB-3 LLDB-3 LLDB-3 INTERLOCK WITH EF EF DURHAM 3/4"C, 2 #12 3/4"C, 2 #12 3/4"C, 2 #12 VOLTAGE/PHASE 120V/1PH 120V/1PH 120V/1PH 120V/1PH CONDUIT & WIRE SIZE & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. MCA/MOCP 1 A/20A 1 A/20A 1A/20A.. 1 A/20A TPS BUILDING REMODEL PANEL CIRCUITS LLDB-5 LLDB-5 LLDB-5`. LLDB-5 CLEAN WATER SERVICES PUMPS 8c WTR HTR CONDUIT & WIRE SIZE 3/4"C, 2 #12 3/4"C, 2 #12 3/4"C, 2 #12 3/4"C, 2 #12 MARK ® AM, C & 1 #12 GND. & 1 #12 GND. & 1 #12 GND.'& 1 #12 GND. 16060 SW 85th Ave NUMBER MI 1 Tigard, OR 97224 VOLTAGE/PHASE 480V/3PH 120V/1PH 120V/1PH MCA/MOCP 10A/20A 4.2A/20A 2A/20A Project #: 6788 PANEL CIRCUITS MDP-1 ,3,5 LLDB-21 LLDB-13 CONDUIT & WIRE SIZE 3/4"C, 3 #12 3/4"C, 2 #12 3/4"C, 2 #12 & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. . : c2-) 4 4\ ® (,:p_R\ ,.:.-1 ` \ 10,,,,. 11Vot.',::,,R, F16,0 \,,,,, ) € DP €05 v FOUNTAIN ‘ STORAGE . .0Room /,,, .1, AM R f 142 I OFFICE OFFICE , t/ 2:71H: � E ;EEPRI ER ff CP m " 2a 126 I 127 . 1vor ® Kk. f I ,� .-......,.w.�... .. „ ROOD, ROOD y p 3 I \ � P 10# v i ' 1 =.IAC CP 1 ® VtIR � � `:` CP' �► ,..�....._-- '`. ;F :� H VR 123 `i e) --- !. 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I ... 8' �� .. ............. - .. 1, •rr.__. - - - - ........ ...� _........r _ -...._...... ...... ....3`• =.1,-) f 7-��:'.. --- ...rW...r ------ _ ._.. ..s.,,�,.�'.W.`._...'.1- - .. . - ... .. . ----- - 120 I I II., .11?, I- 42,, /,,de* G2101( ELECTICAL MECHANICAL EQUIPMENT PLAN �tiNER A. vAP\.- G210 1/8'-1'-0" EXPIRES 12-31-18 Issue Revision Date G E EAL NOTES : PERMIT 3/3/17 A- ALL DEVICES, OUTLETS, HVAC EQUIPMENT AND PANELS SHOWN ON THIS SHEET ARE NEW UNLESS OTHERWISE SPECIFIED. B- PROVIDE ALL NEW CONDUITS, CONDUCTORS AND MAKE FINAL CONNECTION FROM PANEL TO ALL OUTLETS AND EQUIPMENT. C- SEE HVAC SCHEDULE FOR CONDUIT AND WIRE SIZE AND PROVIDE NEMA 3R DISCONNECT SWITCH FOR ALL HVAC UNITS AND MAKE FINAL CONNECTION FROM HVAC TO THE DESIGNATED PANEL. ELECTRICAL MECHANICAL EQUIPMENT PLAN EXHAUST/ REL EF SCHEDULE EXHAUST FANS PUMPS SCHEDULE MARK (RF (RF MARK ® ® MARK CP CP CP CP CP CP CP NUMBER 1 2 NUMBER W 141 NUMBER W W W 4 W W W REFERENCE ONLY NOT APPROVED WITH THIS PERMIT TYPE EXHAUST FAN EXHAUST FAN EXHAUST FAN TYPE SUMP PUMP SUMP PUMP SUMP PUMP SUMP PUMP SUMP PUMP SUMP PUMP SUMP PUMP HP/WATTS 1/12 HP 24W 1/10 HP AMPS 1 .9 AMPS 1 .9 AMPS 1.9 AMPS 1.9 AMPS 1 .9 AMPS 1 .9 AMPS 1.9 AMPS VOLTAGE/PHASE 120V/1PH 120V/1PH VOLTAGE/PHASE 120V/1PH 120V/1PH 120V/1 PH VOLTAGE/PHASE 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH HP-AMPS 3/4-13.8 3/4-13.8 SERVING MECHANICAL BATHROOM BATHROOM SERVING \ J PANEL CIRCUITS LLDB-69 LLDB-63 PANEL CIRCUITS LLDB-15 LLDB-15 LLDB-15 PANEL CIRCUITS LLDB-1 LLDB-1 LLDB-1 LLDB-1 LLDB-7 LLDB-7 LLDB-7 �1 Consulting Engineers • 3/4"C 2 #10 3/4"C 2 #10 11 2007 S.E. Ash St. Scale AS NOTED CONDUIT & WIRE SIZE CONDUIT & WIRE SIZE 3/4"C, 2 #12 3/4"C, 2 #12 3/4"C, 2 #12 CONDUIT & WIRE SIZE 3/4"C, 2 #12 3/4"C, 2 #12 3/4"C, 2 #12 3/4"C, 2 #12 3/4"C, 2 #12 3/4"C, 2 #12 3/4"C, 2 #12 Portland, OR 97214 & 1 #10 GND. & 1 #10 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. & 1 #12 GND. 1 (503) 234-0548 Date March 3, 2017 INC.FAX: 234-0677 Sheet No. °°� ��,��' ��I decal, ARCHITECTURE . INC 935SE Alder Street,Portly Oregon 97214 /al 5032391987 fax 5032396558 d G EN E SAL N OTES : A— ALL DEVICES, OUTLETS, HVAC EQUIPMENT AND PANELS SHOWN ON THIS SHEET ARE NEW UNLESS OTHERWISE SPECIFIED. B— PROVIDE ALL NEW CONDUITS, CONDUCTORS AND MAKE FINAL CONNECTION FROM PANEL TO ALL OUTLETS AND EQUIPMENT. DURHAM C— SEE HVAC SCHEDULE FOR CONDUIT AND WIRE SIZE AND PROVIDE NEMA 3R DISCONNECT SWITCH FOR ALL HVAC UNITS AND MAKE TPS BUILDING REMODEL FINAL CONNECTION FROM HVAC TO THE DESIGNATED PANEL. CLEAN WATER SERVICES 16060 SW 85th Ave Tigard, OR 97224 Project #: 6788 .....-F--"-----7--- \ 4 31-8 1/2' ,,,,,„, 84'4 1/2" N. _,,,,u .........._._. Cj- u __ , z o i 1 i s 1 S / � ff�\ 11 r' a � iKLVR Pte' 1AT 1 �.. r\',. ,A\ ' \--/),;).- ,4, AM (Ci)A2 co 6 fLLDB--59 ,........,,,,_ ,,,,,,,,,,,,,,,::::,\--\::"""",,,,,,,:e: ,, ,,,,,,., , 4rc ) j L_ 1 1,- .' .. -< Ki://e/l////1 � 4 � ° cu ZR I z ;d� b i l ° I • / ,��.D PROFs i I �o I NES, € F s r w 18. 3 4' /li r` - 1 r I r 1\-- OR .-6, P i�NER A. N�'� EXPIRES 12-31-18 Issue Revision Date PERMIT 3/3/17 ( 1ELECTCAL . 100F PLAN E220 1/8'=l '-O" ELECTRICAL ROOF PLAN REFERENCE ONLY NOT APPROVED WITH THIS PERMIT . \ 11 ConsultingEngineers 2007 S.E. Ash�St. Scale AS NOTED HAI!Portland, OR 97214 (503) 234-0548 Date March 3, 2017 INC.FAX: 234-0677 Sheet No. E 220 eea SHEET NOTES : ARCHITECTURE _ INC 935 SE Alder Street,Portland 97214 i 2 0 RECEPTACLE OUTLETS (NOT SHOWN) IN THE EXISTING ROOM, PROVIDE NEW DEVICES AND COVER PLATES AND EXTEND tat50323911987 X2396558 OCONDUIT AND PROVIDE NEW WIRE AS REQUIRED AND MAKE FINAL CONNECTION TO NEW CIRCUITS AS SHOWN. `� \2/ RECEPTACLE OUTLETS (NOT SHOWN) IN THE EXISTING WALL, PROVIDE NEW DEVICES AND COVER PLATES AND EXTEND d CONDUIT AND PROVIDE NEW WIRE AS REQUIRED AND MAKE FINAL CONNECTION TO NEW CIRCUITS AS SHOWN. e"/ \ ® CONTRACTOR SHALL CONSOLIDATE ALL POWER/DATA RUNS ACROSS LOBBY INTO A SINGLE LESS <-"" ,r7,,,77 7 CONSPICUOUS LOCATION. FIELD VERIFY EXACT LOCATION WITH ATCH/OWNER. >\\\ 010 ® PROVIDE NEW DEVICES AND COVER PLATES AND CONNECT EXISTING OUTLET BOXES TO NEW DEDICATED \ 7/". \ CIRCUITS AS SHOWN. T:'' ® PROVIDE NEW RECEPTACLE AND DATA OUTLET ON THE WALL FOR DIGITAL DISPLAY AND CONNECT TO NEW CIRCUITS \ (� /` AS SHOWN. MOUNT RECEPTACLE AT 36 A.F.F. 6 PROVIDE RECEPTACLE FOR CLOCK (FOR TV). VERIFY EXACT LOCATION AND MOUNTING HEIGHT WITH ARCH. • •. -y,AF s' \ 0 /t/ / \ ' V O PROVIDE NEW RECEPTACLE AND DATA OUTLET ON THE CEILING AND CONNECT TO NEW CIRCUITS AS SHOWN. FIELD VERIFY ' �' °`'/ / EXACT LOCATION `OF OUTLETS WITH ARCH/OWNER. DURHAM S� - ``�: TPS BUILDING REMODEL �\\,,. ® CONTRACTOR TO RELOCATE EXISTING TIMER TO NEW LOCATION AND ROUTE (E) TIME TO EXISTING SITE LIGHTING AND FOUTAIN [ PUMP SO THAT WHEN`: FOUNTAIN IS OFF THE SITE LIGHTING IS ON AND VICE VERSA. FOR CONTROLLING THE (E) SITE LIGHTING CLEAN WATER SERVICES VIA (N) LIGHTING •e�� S / AND FOUNTAIN PUMP �,V�A THE TIMER PROVIDE 3/4" C, 3 #10 & 1 #12 GND FROM (E) TIMER TO EACHLOAD ., , . CANTACTOR AND (N) FOUNTAIN PUMP STARTER. 16060 SW 85th Ave ; / (g) NEW STARTER FOR FOUTAIN PUMP TO BE CONTROLLED BY (E) TIMER. Tigard, OR 97224 / 10 CONTRACTOR TO PROVIDE NEW LIGHTING CONTACTOR FOR SITE LIGHTING TO BE CONTROLLED BY (E) TIMER. CONNECT NEW CONTACTOR TO NEW -., CIRCUITS PNL-A-5,7 VIA EX1. TING CONDUIT AND NEW #10 CONDUCTORS. PROVIDE NEW CONDUITS AS REQUIRED AND EXTEND € " EXISTING CONDUITS TO PANE A AND MAKE FINAL CONNECTION. VERIFY EXACT LOCATION OF TIMER AND RELOCATE AS REQUIRED Project #: 6788 z AND MAKE FINAL CONNECTIO . THE LOCATION OF LIGHT POLE IS APPROXIMATE AND CONTRACTOR SHALL FIELD VERIFY EXACT DISTANCE. cn 0 11 CONTRACTOR TO VERIFY EXACT LOCATION OF FLOAT CONTROLLED WATER FILL SYSTEM FOR THE FOUNTAIN AND CONNECT IT TO r CIRCUIT PNL-A-9 VIA EXISTING CONDUIT AND NEW #12 CONDUCTORS. PROVIDE NEW CONDUITS AS REQUIRED AND EXTEND cThEXISTING CONDUITS TO PANELrA:;'AND MAKE FINAL CONNECTION. A* x h� ' Lu 12 CONNECT NEW ELECTRICAL VEHICLE CHARGER TO TO A-19 VIA 1"C, 2 #8 & 1 #10 GND. THE. LOCATION OF EVC IS APPROXIMATE ' L AND CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION PRIOR TO BID AND FINAL ROUGH-IN.. INSTALLATION. 1 E , .•„� 13 PROVIDE RECEPTACLE FOR PROJECTION'SCREEN AT 72" A.F.F. : • € , LLDB-59 LLDB5iii _ i 7 a oc WP GFCI1.11nV N m....1 A-1 OFFICE , ,..,-..,--.2,"•„, , Li OFFICE ngr { L t�B-59`� ' `' :. ~` ,A-- I'S A-1 A=3� , L.—,,,,,„,,,,,,— r\s A-15 ' ' ' _f;z: ' , 13 A`,3 . } ' WP. GFCI / LLD: •1 - O -AL W /GF ,.r A-3 1 - 0 o ICE :PLLDGBFC59 Buz r �� € LL Q-6& 1 11 € PNL-M1ApP �. �� p� 1 \ M k 0 0 0 A- raw: -1 A-25 - LL[]B-44 LLDB-52 +� 2O j A-27 �� _ _ � ': A-19 A 0 FNL A 33 A-33 A-35‘. 7 0 �O A 31 .:w LLDB ill k c @.w.., L I — ._. A�25 A ' GFCI A-33 ® \ _ , II �t 1 » M 1 GFCI `: 1 A GFCI LLDB-4 . I\N",-- * O 1 ,,, �n , :.. O FR 1 :laD B-3'3 .. i E [hof I 'IC-F,1 1. 3 ;� ayY r.; A-25 r::,: O FLAN - Room — 1O; ":. ,,,,: �.3TT 4 k I ISR - }�ik:� iY B .Y.� \* -Xik. LLDB-48 ! �s� • O 0-•,: I1 f I X O O LLDB-31 A-17 0 : ,,, 1 L L A--23 m m A-29 ----- - iROOM ' FIBER � P L- 9LP99101 :: ..,,: .''„ e PLOTTER..._..D : d A-27:.,: A-29 PHONE ,ti $. I • 4 GFCI O A-17..: ` II .. ' I � �; FIRE. LLDB-12 r LLDB-164,„-,-461, ..,,,„` 1 o f i BOX-�& N LL - 4 - ' 0........ i 1- ,..-...- ----.._d- �.:::. .. ............. A-29 02 DB A-19 CC- f LLDB-34 Gera£ COPIER-LLDB 58- _ mm A 1, A 35 `� 0 WP 40 I A-8 ® IE 0 0 LLDB-10., ; •.LLDB-18 L_' . SERVER RACK- « A-15 LLDB-64 ■ I A-10 �F 't 'w f,-' 4`k 0 LLDB-14 f - W LLDB-12 € LLDB 46 ,i� LLDB-12 �!� A-12 LLDB-12 LLDBf-10O I PSAL \ ^,` • N:�! _ m LLDB- .7 .. L f, 4k LDE .-47 O �B-3 LLDB DB-3 4P; LLDB-41 LLDB-2 �` :� LLDB-4 LIrDB 6 4� _ 1 , . LLDB-39 1�8-4 — — r — 0 � .,, „, /'7 .--,.. • B LI=IDB-290 ii_ i Lf_ B- 1 2 a !� c_ OFF,' _ p t�3. org3� +na€c;� < _ �€,r#ta�v Y ;; LLDB-20 1_La 7 €��cs.� : ,II DB-3 LLDB-2 = . +� LLDB-6- OD— — - — — - LLDB LLD LLDB-35 LLDB-37 _ LLDB-41 LLDB-6 € ADB-.B ' I _ . 'LLD13`;23 5�� t NE `�`f� •;�•`,• � LLDB 39 LLDB-2 LLDB-4 LLDB 1.0 ; ', - �/ :,, 1.::: � �0 �� LLDB ..10 0 s, 3 a� �. �p Ili �l�......., �U qi �� 's'”" PNL-LLDB-1 LLDB-22 LLDB-22 4 `-- oR `<� t izc' 1 pIL-LLDB-2 ,, "G<y1,��9°)� �� =��3 � 1 1 ELECTRICAL POWER PLA/ 14/4/ A• N0' E230 1/8'=1 '-0" EXPIRES 12-31-18 Issue Revision Date PERMIT 3/3/17 GE \ EAL NOTES : SHEET NOTES : A- ALL DEVICES, OUTLETS, HVAC EQUIPMENT AND PANELS SHOWN ON THIS SHEET ARE NEW UNLESS OTHERWISE SPECIFIED. 14 PROVIDE J-BOX FOR ELEC HAND DRYER AND CONNECT TO LLDB-60 VIA 3/4"C, 2 #12 & 1 #12 GND. ELECTRICAL POWER PLAN 15 PROVIDE J-BOX FOR MOTORIZED DOOR AND CONNECT TO LLDB-62 VIA 3/4"C, 2 #10 & 1 #12 GND. B- PROVIDE ALL NEW CONDUITS, CONDUCTORS AND MAKE FINAL CONNECTION FROM PANEL TO ALL OUTLETS AND EQUIPMENT. 16 LOCATE RECEPTACLES ON BOTTOM FACE OF BUILT-IN BENCH SO THAT RECEPTACLES ARE READILY ACCESSIBLE. C- SEE HVAC SCHEDULE FOR CONDUIT AND WIRE SIZE AND PROVIDE NEMA 3R DISCONNECT SWITCH FOR ALL HVAC UNITS AND MAKE FINAL CONNECTION FROM HVAC TO THE DESIGNATED PANEL. 17 PROVIDE RECEPTACLE FOR MICROWAVE AND CONNECT TO LLBD-34 VIA 3/4"C, 2 #12 & # 12 GND AND MOUNT RECEPTACLE AT 60" A.F.F. D- SEE DETAIL 4/E260 FOR EXACT REQUIREMENTS OF OUTLET BOXES ON WALLS. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT \ II ConsultingEngineers IT 2007 S.E. Ash gSt. Scale AS NOTED Portland, OR 97214 (503) 234-0548 Date March 3, 2017 INC.FAX: 234-0677 Sheet No. E230 eear ARCHITECTURE - INC 93'5 SE Alder Street.Portland Oregork 97214 tel.503 2391987 mit 303 Z396558 LIGHTING FIXTURE SCHEDULE TYPE WATTAGE SYMBOL DESCRIPTION MANUFACTURER & MODEL (OR APPROVED EQUAL) GEN EAL NOTES : d 'A' 67 1-13--1 LED STRIP LIGHTING LITHONIA-ZL1 N-L48-5000LM-SBL-120-3500K-SOCRI-XXX-WH A- ALL DEVICES, OUTLETS, HVAC EQUIPMENT AND PANELS SHOWN ON THIS SHEET ARE NEW UNLESS OTHERWISE SPECIFIED. 'B' 34 1 ._ I LED 1X4 RECESSED TROFFER LITHONIA-BLT4-60L-XXX-120-EZ1 -LP840-3500K B- PROVIDE ALL NEW CONDUITS, CONDUCTORS AND MAKE FINAL CONNECTION FROM PANEL TO ALL OUTLETS AND EQUIPMENT. DIFFUSER SELECTION BY ARCH. 'C' LED RECESSED ROUND DOWNLIGHT LITHONIA-LDN6-30-3500K-L06-AR-XXX-120-EZ1O C- ALL HOME RUN CIRCUITS ARE NEW AS SHOWN IN 3/4"C, 2 #10 & 1 #12 GND. ALL CIRCUITS BETWEEN FIXTURES AND SWITCHES 35 '' FINISH SELECTION BY ARCH. ARE NEW AND SHALL BE 1/2"C, 2 #12 & 1 #12 GND. 'Cl ' 60 ® LED RECESSED ROUND DOWNLIGHT LITHONIA-LDN6-45-3500K-L06-AR-XXX-120-EZ10 D- FOR ALL LIGHT FIXTURES IN EXPOSED CEILING AREAS, CONTRACTOR SHALL LOCATE BATTERIES, TRANSFORMER AND DRIVERS FINISH SELECTION BY ARCH. OUT OF SIGHT. 'D' S9 -(1)- LED PENDANT USAL-P6426-LED HI-35H1-XXX-3500K 29" DIAMETER X 4" HT) E- ALL EXPOSED CONDUITS IN CEILING SPACES AND WALLS SHALL BE IN SQUARE WIREMOLD TYPE CONDUIT TO MATCH THE COLOR OF FINISH SELECTION BY ARCH. THE AREA AND BE DON, ', AS NEATLY AS POSSIBLE. -'\.'\ DURHAM 'E' 1- -•1 LED PENDANT LINEAR DIRECT/INDIRECT FLUXWERX-PFI -XXX-A-D-35-XXX-04G-E1 -M-03-3500K TPS BUILDING REMODEL 38 ENDCAP TYPE, FINISH SELECTION BY ARCH SUSPEND BOTTOM OF FIXTURE AT 8'-0", VERIFY HEIGHT WITH ARCH 'F' 35 4 LED WALL SCONE VANITY LIGHTING B.LUX-700752-1X35W T5-XXX-3500K \ CLEAN WATER SERVICES FINISH SELECTION BY ARCH. y \ ti 4 `4 \ 16060 SW 85th Ave 'G' 20 o LED SURFACE MOUNTED DOWNLIGHT V2-LIGHTING GROUP-C2SM-D-V-20-83-35-40-A1/CLEAR/SILVER-3500K Vii\ Tigard, OR 97224 i IH' 20 - - - - LED UNDERCABINET LINEAR LIGHTING VOLT LIGHTING GROUP-PH35K-24V-3500K-24VDC-120-340-3,941N-O.4-90- , \ a 1 • Project #: 6788 ,.... . .• '''. ::,....\..,w ' ',':'....k.' ... % P .. 2 3 1 ii) q ,US .tV.?.?fY.y<`• »a'\'\\ 5f5.f<'3.` kKN.�n,fw\\na„nom ,^a'xs�,sttvroa�'isykax3}2xm ... ... .,.,. �`' w 1,7; : -„.„....:.......,.. „.„.„, S Y• � Y. • .� t i w 1 r t w 4 A-26 4 f• •S •'/ O or ” .pr'« �: •t -;::1,,,•'.?c Y = -•t=1{` a' � • Kt-:" 4 ', � ,,..... 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"°......_" :."�':,,. -'t.:u -' . ...... .. ,»», .. »,,,»»»„ = eii, c;> .r'.. . .,.,.Y<'"l..,y. -.... a r ...L: ..1: . .•• :•►:..:'. :.. Y;..; -;r11111AFI1MM1! ............. 1'µ ..... .. .. ww...r r y ., . ., .� • yn it ____ ....._ „.., .. \ , l_• a• •Yf.: _ } • _ _I L, , f y• j:.';'..:;.%.4''': •,• • I _, ••- »r,,,vx - : , „vn.w v,...� a s , . r r� . . , : ,_.•_ •.- Y•:-: •.'L r. .x k»,�»n,. ,,,..,,.,, ,:x::::ra�:,�.ar. r��:-" �".v::.... :,.,. , »,.: ess�:�,wav » .: m»»m»»w»....., �»» wsa ' �� ;; �a •.. v 6 ' s. �,,o,, ; ,w ."„ •,.7,�....".. ....Z.7....;-...7,..% -•-•4:-.,7='; •L• ••1••7• ,i;l•`:y.•.6-.. -,r•r. ,,_ •-4..�_♦ tr G�,• ti;: : Cy�: G\ k , k _ k .: 3 ,,,,. »„ ,,, ` : »",,,» •' O 1 ELECTRICAL I CA G H T I \ G PLAN NNF P� SITE LIGHTING E L ER A. N 1/8'•=l'—o” EXPIRES 12-31-18 Issue Revision Date PERMIT 3/3/17 'JP 30 4 LED WALL PACK WAC LIGHTING-RUBIX-WS-W2510-120-LED--0-10-4000K-90 FINISH SELECTION BY ARCH. 'K' 47 Q LED WALL PACK LITHONIA LIGHTING-LED-WSR-2-4000K-SR3-120V-PE-XXX FINISH SELECTION BY ARCH. IL' -a---a- LED TRACK LIGHTING 8 LITHONIA-LTHBRSD-BR20 LED-BN/BRUSHED/NICKEL-3500K ELECTRICAL LIGHTING PLAN IMI 25 MINI LED DOWNLIGHT JUNG-MD1 LG2-3500K-NFL-LED-XXX SI E ET \ o—rEs : FINISH SELECTION BY ARCH. 'N' 10 — — — — LED DISPLAY LINEAR LIGHTING VOLT LIGHTING GROUP-CHO15-2-WH--SF-EC-3500K O CONNECT BUILDING MOUNTED LIGHTS VIA EXISTING TIME CLOCK AND EXISTING CONDUIT (ALL NEW #10 CONDUCTORS). 'P' 35 LED RECESSED SQUARE DOWNLIGHT GOTHAM-6Ir-EVO-SQUARE-3500K-30-6AR-XXX-MVOLT-EZ1 EXTEND EXISTING CONDUITS AS REQUIRED. REFERENCE ONLY FINISH SELECTION BY ARCH. O. SEE E230 FOR POWER CONNECTION TO EXISTING SITE LIGHTING. NOT APPROVED WITH THIS PERMIT IP1 ' 65 LED RECESSED SQUARE DOWNLIGHT GOTHAM-6"-EVO-SQUARE-3500K-45-6AR-XXX-MVOLT-EZ1 • \\ FINISH SELECTION BY ARCH. O3 DESIGNATED AS EMERGENCY LIGHTING. PROVIDE EMERGENCY BATTERY PACK. \\ 0 v Consulting Engineers 'X' 1 ® EMERGENCY EXIT SIGN LITHONIA-LQM-S-W-3-R-ELN. 2007 S.E. Ash St• Scale AS NOTED WHITE FINISH WITH RED LETTERS ® RE-ROUTE EXISTING CONDUIT- NEW ROUTING TO GO STRAIGHT BACK THROUGH FASCIA AND BE CONCEALED BEHIND IT. Portland, OR 97214 A:: (503) 234-0548 Date March 3, 2017 O CONTRACTOR SHALL CONCEAL LED DRIVER IN CONCEALED SPACE. VERIFY METHOD FOR CONCEALING WITH ARCH PRIOR TO FINISH. INC FAX: 234-0677 1111 1,1111,1 Sheet No. 1 �� !t: CONTRACTOR SHALL COORDINATE AND PROV DE THE FOLLOWI \ G : deca ARCHITRCTURR _ INC • DM TPS External Low Voltage Cabling 935 SE Aider Street Prztiand Oregan 97214 Jal 503 2391987 tax 5032396558 Provider Type Current Purpose Current Entrance Path Planned Change d 1 CWS Single Mode Fiber Network and phone service to rest Gate manhole to TPS Mechanical Retained. Reroute through mop closet • of the District and out to the room onward to network closet with Mechanical room changes. internet. 2 CWS Copper analog Gate buttons, Sonitrol and Fire Gate manhole to TPS Mechanical Remove cable back to PEPS. Gate phone trunk Alarm panel room buttons deleted. Sonitrol/Fire panel moved to Froniter. 3 Comcast Single Mode Fiber Inactive (TPS had it's own Comcast Street telephone pole underground Deleted but retain conduit path from pole 1 connection to the rest of District to attic above reception area onward to just outside the building. Add hand 10+years ago) to network closet hole box adjacent to building to mark conduit end. 4 Comcast Coaxial cable Inactive Street telephone pole underground Deleted. to attic above reception area onward to network closet TO ADMIN BUILDING DURHAM r 5 Comcast Coaxial cable Guest Cable Modem (internet Street telephone pole underground Service will move to O&M building. Cable EXISTING MAN HOLE BY GATEa ---- TPS BUILDING REMODEL FIELD VERIFY EXACT LOCATION service for Ostara, contractors, to attic above Joel's office onward to may be left in place for future use or the weather station, GE Co-gen network closet conduit might be reused by Frontier. / CLEAN WATER SERVICES monitoring) / 6 Frontier Copper analog Inactive Street telephone pole direct bury Reactivated to provide service to / phone trunk underground to TPS Mechanical Sonitrol/Fire Panel. Reroute to mop 16060 SW 85th Ave room floor closet with Mechanical room changes. / Tigard, OR 97224 / / Project #: 6788 / / I / O© 114 / , / / / a a dr.,—., DS a ..--"--\ \\\ //./� \ I // / _. . . ' I / \\ �� \`\\ tr e e a e o o / o n o o \\ \\ /' ' � 7 �� . i i , •I o I --- "--- y ' ' \i mai St. \s % Si \•l / q,i \ , ' 10. \ � �' • R ' \\\ c\--"5:) \\ /i-- / R \Vi/ !I �I \5 \ L/ �' rtI , 0. C_,_itai J k--i / n i—— 1L.\\\I 1 g9 i N . ir II ...z.iu 1-4. \ 1 I 11 IA �® VIII r' A � :` !E � Li III A II �� IA ,,• in r I r !I L7 rE===y �I II ii II 1l II illi L A �L J II e II �_ !! N II 11 '� II ii A f,' U li it n r, OFFICE 119 :R., c]r' c%' y' G' G' G' ‘-' ic ' t.,' t' c. ' G'ii DS `////� `~ OR `cam II \ P / 6 • -- / r 94/4/47R A. NP,P CONTRACTOR SHALL COORDINATE AND PROVIDE THE FOLLOWING : CZ, \ / 00 EXPIRES 12-31-18 \ 0 •. O1. Cable functionality needs to retained when conduit is rerouted to mop closet including fiber terminations in network closet. All three two inch \ / Issue Revision Date conduits from the gate manhole should be rerouted to the mop closet. \ © 0 / There should be sufficient service coil to pull the existing cable back from the network closet to the gate manhole for storage and pull it back \ PERMIT 3/3/17 into the building along the new path. All fiber strands should be tested prior to pull back and re-tested after reinstallation.Testing shall be done all., ` / by the contractor and witnessed by the owner and report provided to the owner. The contingency of mechanical damage to the cable then a \ ` splice at the manhole would be needed. \ 1 / O 2. Remove cable all the way back to the PEPS building. \ / 1 D v TPS EXTERNAL LOW VOLTAGE CA3L NG PLAN O3. Comcast will remove the existing fiber. Since the cable is not in use it can be done prior to or at the start of demolition. Notify Scott Sarber, \ ` / E250 Scott Sarber@comcast.com 971-801-5706, once dates have been determined. The existing 2 inch conduit from the street telephone pole to the \ / 1/8'=v-0" DM TPS EXTERNAL building should be preserved. General contractor should place a hand hole box over new conduit end adjacent to the new foundation line. Hand \ hole box should be similar to 1 / LOW VOLTAGE \ 1 / haps://www.platt.com/:latt-electric-supplylPuli-Boxes-I"Jan-Metallic-RectangularJOidcastle-Precast/14:1.9-12-OBE/product.aspx?zpid=512933 \ y / CABLING PLAN Lid should indicate "Low Voltage". \ / ® 4. Comcast should remove the old cable when the work on the fiber. If not the general contractor can demo it. \ REFERENCE ONLY \ 1 / NOT APPROVED WITH THIS PERMIT 05 5. Comcast is the process of installing new cable modem service to the DM O&M building which should be completed in February 2017. CWS IT \ / is handling the new service to DM O&M. Cable can be left in place for future use. / ® 6. Frontier: Frontier Engineer,John Cousineau 503-643-0371 says it okay to the general contractor remove the old Frontier wall boxes. He also \ said it is okay for the general contractor to cut the cable in order to extend the exisiting conduit to the new mop room configuration.They would like to notified as soon as the mop closet is ready so that install the new cable. It may be 30 days to get the new cable fully installed once they \ / Scale AS NOTED are notified. \ Consulting Engineers / F2007 S.E. Ash St. Date MEarch 3, 2017 \ _I� Portland, OR 97214 - � (503) 234-0548 I��.��« �,,,,bl l STREET POLE INC. 1 �""'iI FAX: 234-0677 Sheet No. 1 ',,ii,,' Ih, dI decE ARCHITECTURE . INC CONTINUE POWERSE � 4 TO CIRCUIT PER \ 1al 503 2391587 him 503 2396558 PLAN AND SCHEDULE .Ti:__,--.N ___\._ _ _ THERMOSTAT d FUR WALL HTR HORN ❑R HEAT PUMP ABOVE COUNTER SERVICE ENTRANCE PHONE, DATA AND CONDUCTORS DUPLEX RECEPTACLES 3/4' POWER +44" AFF. 00 0 GROUNDED SERVICE PHONE OUTLETS 3/4' LOW VOLTAGE - _ LOCATION PER PLAN CONDUIT, EXTEND CONDUCTOR FROM UP IN INTERIOR WALL �1 ❑ 10' TO UTILITY XFMR 3/4"C. STUB TO ACCESIBL N- F.A. WALL BACKSPLASI- \ s CEILING SPACE. 14 GA. PULL PULL SWITCH PANEL NEW MOP SERVICE MAIN WIRE. LABEL 'PHONE' AND Co CABINET STATION DABINST DIMENSIONS 400A,208V,3PH DISCONNECTS ROOM NUMBER FINISH FLOOR cnw,N. : CABINET PER ARCH. Q DETAILS � .7 - TN., DATA, PHONE, DUPLEX FB ``WALL HTR RECEPTACLE DURHAM FINISH FLOOR TPS BUILDING REMODEL 0 FLOOR MOUNT NOTE: TYPICAL MOUNTING HEIGHTS 0 CLEAN WATER SERVICES UNLESS NOTED OTHERWISE, TYPICAL BRANCH CIRCUIT _ _ 16060 SW 85th Ave PENETRATION SEALING AT FIRE RATED CONSTRUCTION ELECTRICAL DEVICE ELEVATIONSN Tigard, OR 97224 flINSTALLATION DETAIL 2 INSTALLATION DETAIL G r7 u) 260 r 260 N.T.S. m co N. l'.S. °° Project #: 6788 Q J Q EMT • CONDUIT AB❑VE CEILINGS o / AND RISER TO WALL MOUNT .` z J-BOX. L. 1 -1L , ------11 0 MAIN DING GROUNDING #1N BONDINGDING JUMPER-TYP. - ELECTRODE CONDUCTOR / DRILL FRAMING AS ALLOWED BY ARCHITECT. DO NOT NOTCH #6 TO TELE. #1/0 TERMINAL BOARD /� OFFSET BACK-TO-BACK J-BOXES ` / MINIMUM 1 FULL STUD SPACE PIPE WATER ��, BUILDING STEEL (MINIMUM 24') '�� AT CONE ROOM & OFFICE WALLS OUTLET BOX PUTTY PADS ARE ALSO REQUIRED FOR GOOD ACOUSTICS INACCESSIBLE CONNECTIONS f TO BE EXOTHERMIC-TYP.A #4 (MIN.) K-. #6 (MIN.) a 7L=,---,„„,____j- ',= - FLEX CONDUIT OR MC. MAXIMUM 8' CONCRETE ENCASED LENGTHS IN FRAME WALLS FOUNDATION STEEL I1 DETAIL NOTE: GROUND ROD I ALL GROUNDING/BONDING CONDUCTORS . ARE COPPER TYPICAL CONDUIT IN FRAME CONSTRUCTION � 3 NOT USED 4 INSTALLATION DETAIL 5 ELECTRIC SERVICE GROUNDING/BONDING DIAGRAM 260 NO SCALE260 NO SCALE 1LDVG11DWG 260 NO SCALE FULL HEIGHT. FLOOR TO SEALANT ALL AROUND STRUCTURE DEDICATED SPACE ABOVE PER NEC 384-4 �� PRO/ ' •-..., STAINLESS STEEL `-��' GINE `r,0 CLAMPING RING I�� \ LISTED DRAF • cam, 18. r e it TOP OF ELEC. I�� \ STOP SILICONE - 8" MIN. I 2-1/2# LEAD PANEL 6'-0" AFF ��1 SEALANT -` /�� FLASHING WITH FLARED o 0.OR �6 ROOFING FELT PLY TOP. SECURE TO 2 HOUR LISTE I q ry;,'9 P FLASHING WOOD NAILER. 4' 4 WALL BOX El(:)- a 'y' R A. NPS MINIMUM WIDTH ROOF 0 EXPIRES 12-31-18 ,___2/__-__ ___-__.,====. FLANGE. Iiia o ROOFING PLYS Mr >.< 1 1/2' GWB 6'-0" CUT NEA Issue Revision Date UNDER LEADOPENING [1 FLASHING FLANGE ROOF DECK WORKING SPACE (MAX, 3/8') '' PERMIT 3/3/17 PER NEC 110-16 #6,› DEPTH OF PANEL P.T. WOOD NAILER 4 - I SURROUNDING PIPE __(/_------ P 0 0 0 S 18 J-B❑X, 6x6x36" 18'', IN ATTIC 3� E TYPICAL FLOOR BOX DETAILS MINIMUM CLEARANCES CONDUIT ROOF PENETRATION ELECTRICAL PANEL AND SWITCHGEAR 8 INSTALLATION DETAIL (I , EQUIPMENT DETAIL INSTALLATION DETAIL 260 N.T.S. 260 NO SCALE aDWG 260 NO SCALE 12.DVG REFERENCE ONLY NOT APPROVED WITH THIS PERMIT Scale AS NOTED Consultin En ineers FI2007 S.E.gAshgSt. Date March 3, 2017 Portland, OR 972141 (503) 234-0548 Sheet No. E � � 11• INC.FAX: 234-0677 1 dee & ARCHITICTURE« INC GENERAL NOTES: 935 SE Akio-Street,Portland Oregon 97214 A- DEMO ALL EXISTING ELECTRICAL DEVICES, RECEPTACLES, SWITCHES AND TELE/DATA/CABLE OUTLET UNLESS NOTED OTHERWISE ON ALL lel SC32371987 kz 5032396558 EXISTING WALLS THAT ARE BEING DEMOED SEE POWER AND SIGNAL PLAN FOR NEW RECEPTACLES, CIRCUITING AND TELE/DATA OUTLETS. ;: -.1.:t::1'::.:101 a B- DEMO ALL EXISTING ELECTRICAL PANEL, SWITCHBOARDS, TRANSFORMER & DISCONNECT SWITCHES UNLESS THEY ARE NOTED TO REMAIN C- DEMO ALL EXISTING LIGHT FIXTURES AND LIGHT SWITCHES (NOT SHOWN) AND ASSOCIATED CIRCUITS BACK TO THE ELECTRICAL PANEL IN ALL AREAS. SEE LIGHTING PLAN FOR NEW LIGHTING, CIRCUITING AND SWITCHING. D- ALL EXISTING WALLS BEING DEMOED ARE SHOWN HERE AS DOUBLE LINE DASHED. E- BELOW IS THE LIST OF EXISTING EQUIPMENT AND DEVICES THAT ARE EXISTING TO REMAIN. SEE POWER PLANS FOR CONNECTING THESE ITEMS TO NEW PANELS. 1- FOUNTAIN PUMP 2- SITE LIGHTING 3- IRRIGATION SPRINKLER SYSTEM 4- TIMER AND SITE LIGHTING CONTACTOR 5- PUSH BUTTON FOR FRONT DOOR & GATE 6- FOUNTAIN FILL WATER VALVE DURHAM 7- OTHER MISC ITEMS AND STATED IN SHEETS NOTES BELOW EXISTING PGE METER AND CT/PULL BOX TO REMAIN TPS BUILDING REMODEL F- DEMO ALL EXISTING FIRE ALARM PANEL, DEVICE, WIRING AND CONNECTIONS. SEE E310 FOR NEW FIRE ALARM PANEL, NEW DEVICES AND CLEAN WATER SERVICES TERMINATIONS REQUIREMENTS. G- DEMO ALL EXISTING TELE/DATA PANELS, DEVICE, WIRING AND CONNECTIONS. SEE E320 FOR NEW TELE/DATA PANEL, NEW DEVICES AND DEMO EXISTING OUT-DOOR TERMINATIONS REQUIREMENTS. HVAC-UNIT 16060 SW 85th Ave ./ Tigard, OR 97224 H- DEMO ALL EXISTING HVAC EQUIPMENT AND ASSOCIATE CONDUITS, CONDUCTORS AND DEVICES WHETHER SHOWN OR NOT IN THESES DRAWINGS. 10 I- ALL EXISTING FLOAT CONTROLLED WATER FILL SYSTEM, DEVICES, WIRING AND CONNECTIONS TO REMAIN. FIELD VERIFY EXACT LOCATION WITH OWNER. / Project #: 6788 / EXISTING UNDERGROUND FEEDERS TO REMAIN SEE ONE UNE DIAGRAM FOR DETAILS f CONTRACTOR TO FIELD VERIFY EXACT EXISTING ROUTING DS 0 • / !I `\' ........4... rrrr \`\`�\ F r r �\ / r 11' i, rrrr yik rrrrr 1 �. / `TY^\. rir IL 46 \� `' rrr7 t • a • • e s e s e e �`� I �� 1 N i ;< 3 — � rrrr r' II 0 e HVAC-UNIT __ -- r ::�' # ir ii- - / 3 / --- ibc, :,. 6 -- # +'' '''e-----, rrrr �� ©0 / j ! ( ffs£} l\� SERVER II 0 t 400M II I COMP all AVN © RNL-19LP99101 ______ g j �\\ ,I' ‘'e j �� r ri ITO REMAIN , r r r ` , , `'r rr7 I N €€.,... _. . , ,, I ..... ,.____. _ � ! �- XFMR-T12 !,"./�f,�, / I €� �i i I K 11 ti ISERVER RACK 1 1 11 / / WWI HTR .,.u I 1 I \ TO REMAIN I II �� j�� //It Ir. II ,,a I 111• SECURITY PNL �� • WZILS�l11=1[t_CC1====JIM ` i N 1 ) . NII 0 } € I I I TTB & CABLE • I I it 11 N ,� i 12 IIt"~ N I • ,. QI 7 r I IL — = --- — —J1 - I13 11 zit Z I1 lot at- iJL_--,..J31f i 0 I i & FIBER BUNDLE I I Il NII 1 i III 1 I I II N X11 PNL-LLDA-2 a U c..) r,y __- 1:.._'. r LPNL_LLDB1 i?N.. X w w €' Q _ I�- TO REMAIN - rrH rr Jr rrrrrr r ,-T rfi 11,,:-1 rrrrr ir rrE rrrr r ,R . i � 1 ; ' rrN. rr © rrrr ' rr yk•€ — PNL-LLDB-2 rrrr . ...."/". rrrrrrr , r�r rrrr rr . •yrr ' . rrr , rr rr rrr TO REMAIN rrii It'�rrrr rrrr rrrtliri7 rr ---S ii SHEET NOTES: OFFICE 119 1® 1F35 IIA" 4"rr `r 4rr e" L' t'rr (.'r t'r rr O 6'. er DS W�w.. .D a 0 DISCONNECT AND REMOVE EXISTING SCADA SYSTEM PERMANENTLY. 1 ELECTRICAL DE V10 P LAN 1270 1/8'=1'-0" 0 POWER AND ACCESS TO SERVER ROOM MUST BE MAINTAINED DURING CONSTRUCTION, SEE POWER PLANS FOR EXACT REQUIREMENTS. ��`�I NR�F£Ssi �r w 18, 3 0 CONTRACTOR MUST TAKE SPECIAL CARE OF EXISTING UNDERGROUND FEEDERS CURRENTLY r•;...4 FEEDING THE EXISTING MCD-PNL AND RE-USE EXISTING CONDUCTORS AND CONNECT TO NEW MDP. 4:24--- . , OR 4J 0 FIBER OPTICS, TELEPHONE AND CABLE BOXES AND ROUTING DEVICES SHALL REMAIN AS IS. SEE vU -S3 J E300 FOR NEW FIBER OPTICS, TELEPHONE AND CABLE LINES FROM THE NEW LOW VOLTAGE ROOM lY 1;.'9 kz TO EXISTING SERVER ROOM. 114/A,, A.NP,� 0 NOT USED. EXPIRES 12-31-18 jHATCH MARKS INCATES DEMO �6DISCONNECT A REMOVE A EXISTING SONITROL SECURITY PANELS DEVICES AN WIRING T B TO NEW LOCATION. SE E 0 AND EM VE LL EVI D G 0 E RELOCATED NE 32 ///. Issue Revision Date FOR THE NEW LOCATION OF PANELS AND DEVICES AND PROVISION OF NEW WIRING AND TERMINATIONS. �}7 DISCONNECT AND REMOVE ALL EXISTING CCTV CAMERA AND ASSOCIATED PANELS, DEVICES AND WIRING AND RECONNECT ALL AT SAME LOCATION. PERMIT 3/3/17 SEE E320 FOR THE LOCATION OF CAMERAS, PANELS, DEVICES AND PROVISION OF NEW WIRING AND TERMINATIONS. 08 EXISTING TRANSFORMER T-11 TO BE RELOCATED TO NEW LOCATION. SEE E300 FOR EXACT LOCATION. 0, EXISTING (3) PAIRS OF PUSH BUTTONS THAT OPEN GATE AND FRONT DOOR TO BE RELOCATED TO NEW LOCATION. SEE E320 FOR PUSH BUTTONS AT NEW LOCATION AND RECONNECT PUSH BUTTONS TO OPEN GATE AND FRONT DOOR VIA NEW CONDUCTORS. NOTE THAT GATE ACTION WILL BE VIA PHONE. 10 NOT USED. 11 CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING COAX CABLE THAT GOES FROM TELECOM ELECTRICAL DEMO PLAN WALL TO WHERE IT EXITS THE BUILDING OUTSIDE THE EXISTING RECEPTION DESK AND GOES TO STREET TELEPHONE POLE. 12 CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING TIMER AND SITE LIGHTING CONTACTOR TO BE REUSED (REUSE IF IN GOOD CONDITION) TO CONTROL EXISTING SITE LIGHTING AND EXISTING FOUNTAIN PUMP VIA NEW PANEL AND NEW FEEDERS. SEE POWER PLAN FOR NEW CONNECTION DETAILS. FIELD VERIFY THE EXACT LOCATION OF TIMER AND SITE LIGHTING CONTACTOR PRIOR TO DEMO OF ELECTRICAL ROOM. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT \ 11Scale AS NOTED Consulting Engineers FI 2007 S.E. Ash St. Date March 3, 2017 2‘,.. Portland, OR 97214 (503) 234-0548 � INC.FAX: 234-0677 Sheet No. 1 II I e e a 7, ARCHITECTURE . INC C FR C: A s e B 0 , SE Sbeet P� g 97214(MAST-SYM) 5C3 2391987 fax 5032396558 LIGHTING SYMBOLS POWER SYMBOLS ONE- LINE DIAGRAM SYMBOLS ABBREVIATIONS SEE LIGHTING PLAN RECEPTACLE, DUPLEX +18" A.F.F. PANEL ELECTRICAL DISTRIBUTION PANELBOARD (MLO) 'A' LIGHT FIXTURE TYPE (SEE FIXTURE LIST) 4 RECEPTACLE, QUAD +18" A.F.F. 'A' AFF ABOVE FINISHED FLOOR 4 RECEPTACLE, DUPLEX +6" ABV COUNTER (44" AFF TO CENTER) ATS TRANSFER SWITCH, AUTOMATIC ,-e_i LED STRIP LIGHTING 41X RECEPTACLE, QUAD +6" ABV COUNTER PANEL ELECTRICAL DISTRIBUTION PANELBOARD (MCB) C (C/W) CONDUIT— (C/W DENOTES CONDUIT AND WIRE) LED 1X4 RECESSED TROFFER 6 RECEPTACLE, DUPLEX +18" A.F.F. (TAMPER RESISTANT) 'A' SUB—FEED CIRCUIT BREAKER CO CONDUIT ONLY ® LED RECESSED DOWNLIGHT A RECEPTACLE, DUPLEX, PEDESTAL MOUNT CAW CABLE TELEVISION LED PENDANT ® RECEPTACLE, DUPLEX, FLUSH FLOOR MOUNT 200/3 CB CIRCUIT BREAKER I- •I LED PENDANT LINEAR DIRECT/INDIRECT ® RECEPTACLE, QUAD, FLUSH FLOOR MOUNT •-• • CIRCUIT BREAKER (TRIP RATING & POLES AS INDICATED ON PLAN) CCT. CIRCUIT (CCT'G DENOTES CIRCUITING) 4 LED WALL SCONE VANITY LIGHTING ®OR 0 RECEPTACLE, SPECIAL (COORDINATE WITH EQUIPMENT SERVED) MAIN SWITCH (RATING & POLES AS INDICATED ON PLAN) CCTV CLOSED CIRCUIT TELEVISION o LED SURFACE MOUNTED DOWNLIGHT IB POWER POLE 200AA CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED 3P I2K1 DURHAM — LED UNDERCABINET LINEAR LIGHTING ® MAGNETIC MOTOR STARTER �� CT CURRENT TRANSFORMER 0 PUSHBUTTON STATION FUSE (RATING & CLASS AS INDICATED ON PLAN) (E) EXISTING TPS BUILDING REMODEL Q LED WALL PACK 0 JUNCTION BOX EG EQUIPMENT GROUND CLEAN WATER SERVICES LI 41 LED TRACK LIGHTING ® RELAY -• ' FACP FIRE ALARM CONTROL PANEL ® EXIT SIGN, UNIVERSAL MOUNT, W/ DIRECTIONAL ARROW = ELECTRICAL DISTRIBUTION PANEL, RECESSED TRANSFER SWITCH (MANUAL OR AUTOMATIC) GFI GROUND FAULT INTERRUPTER 16060 SW 85th Ave EXIT SIGN, WALL MOUNT, +8'-0" A.F.F. am ELECTRICAL DISTRIBUTION PANEL, SURFACE GND GROUND Tigard, OR 97224 co HID HIGH INTENSITY DISCHARGE EMERGENCY LIGHT W/ BATTERY PACK, +8 -0 O THERMOSTAT A.F.F. �� KI- FLOOD LIGHT ET TRANSFORMER •-' GENERATOR (RATING AS INDICATED ON PLAN) HP HORSEPOWER H.LD. AREA LUMINAIRE DISCONNECT, NON-FUSED A IG ISOLATED GROUND Project #: 6788 H.I.D. AREA LUMINAIRE W/STANDBY LAMP EP DISCONNECT, FUSED L.A.tih..J I R INFRARED ID H.I.D. AREA LUMINAIRE, WALL MOUNT 0 ELECTRICAL CONNECTION TRANSFORMER (RATING AS INDICATED ON PLAN) JB JUNCTION BOX 'Cy ELECTRICAL CONNECTION, SINGLE MOTOR LCP LIGHTING CONTROL PANEL 'fl H.I.D. AREA LUMINAIRE, POLE MOUNT �- • ELECTRICAL CONNECTION, MULTI-MOTOR = GROUND MCB MAIN CIRCUIT BREAKER EXISTING RECEPTACLE MLO MAIN LUGS ONLY 200A 11 SIGNAL SYMBOLS FUSE (RATING & CLASS AS INDICATED ON PLAN) MTS TRANSFER SWITCH, MANUAL NIC NOT IN CONTRACT V TELEPHONE OUTLET +18" A.F.F. �_ w GROUND GROUND SYSTEM (SIZE AS INDICATED ON PLAN) NL NIGHT LIGHT TELEPHONE OUTLET +48" A.F.F. _ OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED V DATA/TELEPHONE OUTLET +18" A.F.F. WATER PIPE GROUND ELECTRODE OF/01 OWNER FURNISHED/OWNER INSTALLED V DATA ONLY OUTLET OL OVERLOAD 0 DOOR SENSOR SECURITY DEVICE OUTLET } TRANSIENT VOLTAGE SURGE SUPPRESSOR ® MOTION DETECTOR SECURITY DEVICE OUTLET `�% PA PUBLIC ADDRESS 0 AUDIO SENSOR SECURITY DEVICE OUTLET SCADA OUTLET SWITCH SYMBOLS M UTILITY METER & METER BASE ffi Q CCTV SYSTEM OUTLET TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR $ SWITCH, SPST +48" A.F.F. 8 SIGNAL HORN C.T. UTILITY METER CURRENT TRANSFORMER UG UNDERGROUND $2 SWITCH, DPST +48" A.F.F. S FIXED CAMERA OUTLET UNO UNLESS NOTED OTHERWISE $3 SWITCH, 3-WAY +48" A.F.F. © FIXED CAMERA 0 FEEDER NO. (SEE FEEDER SCHEDULE) VFD VARIABLE FREQUENCY DRIVE $4 SWITCH, 4-WAY +48" A.F.F. © PUSH BUTTON TO OPEN GATE W WIRE $E SWITCH, EMERGENCY LIGHTING +48" A.F.F. 0 PUSH BUTTON TO OPEN DOOR WG WIRE GUARD . I- -- - $o SWITCH, DIMMER +48" A.F.F. I i MOTOR STARTER WP WEATHERPROOF $p SWITCH, SPST, W/PILOT LIGHT +48" A.F.F. ('F / XP EXPLOSION PROOF 3$p SWITCH, 3-WAY, W/PILOT LIGHT +48" A.F.F. 7I 'NEMA' SIZE (AS INDICATED ON PLAN) $K SWITCH, KEY-OPERATED +48" A.F.F. $r SWITCH, TIMED +48" A.F.F. '2' I $ EXISTING SWITCH, SPST +48" A.F.F. "VFD. .STARTER TYPE (AS INDICATED ON PLAN) PHOTOCELL CONTROL OLI 0 OCCUPANCY SENSOR CONTROL-TYPE AS INDICATED FIRE ALARM SYMBOLS 31/2 OCCUPANCY SENSOR CONTROL-TYPE 1 WITH INTEGRAL SWITCH O FIRE ALARM MANUAL PULL STATION, +48" A.F.F. FOR DOUBLE SWITCHING El MAGNETIC DOOR HOLDER �� -''tom MOTOR (HORSEPOWER AS INDICATED ON PLAN) NOTATIONS � 10 1 (� 2A-9 WIRING SYMBOLS O- SMOKE DETECTOR, DUCT, IONIZATION TYPE W/SAMPLING TUBE L/ DRAWING NOTE PANEL & CIRCUIT NUMBER 0 SMOKE DETECTOR, IONIZATION TYPE FAN IV ., pROFF #1 HOMERUN TO PANEL 0 SMOKE DETECTOR, PHOTO TYPE DETAIL REFERENCE: TOP=DETAIL NO., BOTTOM=SHEET NO. � $C'I N' 4., & V 41 18' 3 'Q CONDUCTOR SIZE (IF OTHER THAN #12) ID(R) HEAT DETECTOR, FIXED TEMP. (R) DENOTES RATE OF RISE 0 VOLTMETER (SCALE AS INDICATED ON PLANS) �-� 2,,,..„ i:/, PHASE CONDUCTOR 0 FIRE MAIN FLOW DETECTION SWITCH W MECHANICAL EQUIPMENT MARK NO. (SEE EQUIPMENT SCHEDULE)klik / OR •' . NEUTRAL CONDUCTOR El FIRE MAIN TAMPER DETECTION SWITCH A AMMETER (SCALE AS INDICATED ON PLANS) v, „so <Y j,,19 �• GROUND CONDUCTOR 0 FIRE ALARM BELL, +80" A.F.F. 0 EQUIPMENT NO. (SEE EQUIPMENT SCHEDULE) 94/NFR A.NPCP CONCEALED CONDUIT -E4 FIRE ALARM HORN, +80" A.F.F. 0 WATTMETER (SCALE AS INDICATED ON PLANS) EXPIRES 12-31-18 /� �� -.4:1 FIRE ALARM HORN/STROBE, +80" A.F.F. 100,5 0 EQUIPMENT NO. (SEE EQUIPMENT SCHEDULE) 3/1-1/4"C F❑ OR) FIRE ALARM STROBE, +80" A.F.F. CURRENT TRANSFORMER (RATING AS INDICATED ON PLANS) 4. Issue Revision Date CONDUIT SIZE EQUIPMENT NO. (SEE EQUIPMENT SCHEDULE) I CONDUIT (UNDER GROUND IF OUTSIDE OTHERWISE EMERGENCY CIRCUITS) 480/120Vm POTENTIAL TRANSFORMER (RATING AS INDICATED ON PLANS) ,A, PERMIT 3/3/17 2-32 FIXTURE REFERENCE: TOP=TYPE, BOTTOM=LAMP QTY & WATTS w' II FLEXIBLE CONNECTION AS INSTRUMENT SWITCH (TYPE AS INDICATED ON PLANS) -----3 CONDUIT, STUBBED & CAPPED NOTE: SOME OF THE SYMBOLS AND ABBREVIATIONS ON THIS LIST MAY NOT APPLY TO THIS PROJECT. ELECTRICAL SYMBOL LIST REFERENCE ONLY iNO T APPROVED WITH TIIIS PERMIT D liScale AS NOTED Consulting Engineers 2007 S.E. Ash St. Date March 3, 2017 11A .Portland, OR 97214 • (503) 234-0548 - INC.FAX: 234-0677 Sheet No. i1 ,,11i i dec. & ARCHITECTURE INC 93SSE AlderStreet,PbrdandOregon97214 tal 5c 2391487 fax 5032396558 - TO PGE POWER POLE 1 (E) 2 SETS OF 4"C, (4) #500 KCMIL (E) UNDERGROUND FEEDERS FROM (E) CT CABINET TO (E) MCD DEMO 1ST SET-CONTRACTOR TO DISCONNECT AND REMOVE 1ST SET OF FEEDER CONDUCTORS AT BOTH END CT CABINET AND MCD (EMPTY U.G. CONDUIT SHALL REMAIN AS IS) REUSE 2ND SET-CONTRACTOR TO DISCONNECT THE 2ND SET OF FEEDER CONDUCTORS FROM MCD AND RECONNECT TO MDP THE 2ND SET THAT IS BEING REUSED SHALL BE MEGER TESTED ONCE BEFORE THE WORK BEGINS AND A 2ND TIME AFTER IT IS CONNECTED BACK TO MDP. (E) PGE METER & CTS & CABINET TO REMAIN DEMO 40A DISCONNECT SWITCH (E) PNL-MCD & ALL EXISTING PANELS, TRANSFORMERS AS SHOWN EXCEPT FOR PNL-LLDB-SEC 1 & II "N Li 1L1 1A1 OL ir ir ��-/`-, . r'r % f `f'. ` ./r.•`' ' /• fir , / .F/ -'-_/F" f /•r'+ , i 'f/ r -r`j-Vr+:, ,f r ' < / I/if A = � - . `'fr :' rf/ 'r, / �' r , 71 2/ 480VAC, 3 PH L2L3 ,----s, o,--t 1 L2 1L3 1A2 1A3 OL OL .2 T3 FOUNTAIN • IN PUMP 0IF.117-1251A (E) PGE POLE MOUNTED TRANSFORMER rr / :11 E ' `.q �' / / v',, , 1x60 . 1 , .� ' , /.4p;/ P` 1501 P .' /t ARi/4lc•(y.ARI U `SES.�VekRP 1Z.EARIOUS SE.. 40A MCB TO REMAIN / , , l / \/ ` + / /' ?TYPICAL./ .A_' r r��lCA/ YPl11/// 3 _ ` rr� / ` /7/ � DURHAM U 480V r, / r ; ,r' /' ...r' f F H1 H3 H2 H4 FU / ,' / ' / r} '; .� ,fi'� /r` , r/ / ,�n NMI TPS BUILDING REMODEL 3-PHASE SYM LINE-LINE FAULT CURRENT ` / ?�.f/r ' -, '`1/: `, /'r CLEAN WATER SERVICES /� I / / ` '" /:;:".4is '//::////„.:////..,.//:/// / / / 11A X1 20V X2 FAULT CURRENT = 14,164 AMPS 1' / r/ ,' / /: :`r/' /;, / `` /r / / , o--ii }-o--- II.GND //)' I PNL-,LHri ,5 �° / rY?IcAII, , ``00 ,, .:E) `LOAD ' : F) f 0�D .Kt: [•A�`r/,,:f .� r � `:/ {.�'' '5'�" ... / = , `` �` 16060 SW 85th Ave KCIOTkM,-r' i yP1CL, >,'P, ATigard, OR 97224 r •% /` HAND ,o,UTOAIR ' • /' '"fi :_ /' '`' ./ LJ•--4 // r r/.•• /rr`{ ff'• 'r�V . ,�. f f .�' ,.r °'' ` Q O • Ei 0 /: r:r // /% r � ff err' Project #: 6788 • r/.f/` ,f/f,f/ /` /r` : . /'``. i':'``�/'/ / ./:. ' • .'' ./ ..: 0 0 r.//. f' _ /' fr/rr 1 ec / /, - fJ ,/ f ` , / // `// //'/ � K1.L„F /V ..<.• f `, •• F.' r, rf```f'/•` / r / ,,• - / / ,rr /` / �r f '�f / `` / f� * f {r /` II f / +' l €` ` `/ / /r ./'`r f ' rf` .�`� • iss.„ . /r / / ' ''L RF �S /'/., -�r► �.`-COl`,fRAC�pR` I�iP.�. lt=///// / /..." / / /s's.,..* ALL/2,4 // .,..as .. / ../ / ,,,,,, . / / ,.......- ././. - ././// // /` //` .,..::11-1/1',F,/,:-.76:071/1.>,./.../',,.:/ / 'N. : /` r EX1.� 'I ;G./TRAN`�FOR,1E^ a 1:/rrr` ' `' ./ r /,'' // ///r / ,/` / /` :''' /` SIZE 2 STARTER & DISCONNECT SWITCH COMBO WITH OPTIONAL CIRCUIT BREAKER •,:fi r'.rf/ _ f / �.i f f�� ,'� ,,e'`• `�'°' � f`'f /r,.�' /r%' '`'f • f� ,+r�f,r '`r // ` / ! `"`r'` -„/////./ f/`' ', ., FOR FOUNTAIN FILL WATER VALVE SEE NOTE #11 SHEET E230 C":'> - EXTEND EXISTING CONDUIT AS REQUIRED AND // / / ....„/„/ '" r/' ' ,/+ ' •�''j /f/ }�'' f` �`` / / // , ' y .�F,,•/ `',. CONNECT EXISTING CONDUCTORS TO (N) PNL-MDP / / ; r �` r7// / , // //' /rrf/ f' ///// , /, , /s. / / 1 / / „/ •,"Ni_ ••• " ' ' / / f , , l! f r /d r //,,,/' /`• �•r'`/f „"` f`f/'• /r f fr rrr/ //// / / ,J `3'' ,+Jr r`+ fr` // /// f 'fi'` - / /"` / •r•� r'/ rr./`+,, /// `` ,: y`' +/ •y'•` ,�`/'•f'' r ' //' ` r , f { r r`/{, 'j`l rte` / . // / // /r f-`r ,' .,*'` .r/ . /' , /1./ . / /r` /r i'r!`/ / , f .// ../ a f ./`' . a PANELS PNL-LLDB 400A,208 PNL-LLDB /120V,3PH,4W / 3-PHASE SYM LINE-LINE FAULT CURRENT SEC-I SEC-II TO REMAIN IN (E) LOCATION FAULT CURRENT = 13,030 AMPS SEE PANEL SCHEDULE TPS Electrical Load Summary 400A,277/480V,3PH (N) 1 1/2"C, (3) 1/0 & #3 GND ' LIGHTING RECEPTACLES MOTORS HEAT KVA AMPS U (N) 3"C, (4) 350 KCMIL Sc #3 GND PNL-MDP 0.00 0.00 70.88 9.00 79.88 96.13 3-PHASE SYM LINE-LINE FAULT CURRENT PNL-A 9.37 16.09 0.00 0.00 25.46 30.64 FAULT CURRENT = 12,626 AMPS PNL-LLDB-1 0.00 17.82 21.59 0.50 39.91 48.03 �• PNL-LLDB-2 0.00 19.68 9.06 1.50 30.24 36.39 MCB(400A/3P {N} 3 1/2"C, {4} 500KCMIL & #3 GND PNL-19LP99101 0.75 1.90 0.00 0.00 2.65 3.19 �� CONDUCTOR LENGTH TO BE LESS THAN 10 FEET • TOTAL CONNECTED 10.12 55.49 101.53 11.00 178.15 214.37 ......---....,,, „,.....---..., i l V • • 4 • 3 C 150A 3P CODE FACTOR 125% 10k+50% +25%LARGEST 100% t/GIN44, -� PROP I `� #3 GND � 0i4, w 18, 3 4'• • . .•- • TOTAL CALCULATED 12.65 38 112 11.00 173.08 208.28 f�"'�� 40A/3P n 350A/3P _ /441, OR ‘$ (E)480-120/208V-3PH11 V • 1c,19g ‹ � IN NEW LOCATION 14/4/SEE PANEL SCHEDULE FR A.N= -�� .'-„, .^„ EXPIRES 12-31-18 (N) PANEL-MOP • • • • MDP SHALL BEM BOTTOM TfF BDUT�O H MCB AT THE BOTTOM PANELC (N) 1"C, (3) #8 & #10 GND 300A/3P MDP SHALL BE SERVICE RATED /� „..-...N Issue Revision Date 400A,480/277,3PH,4W, 14K AIC • • • • _ ALL CIRCUIT BREAKERS 14K AIC 60A/3PC_") (N) 1"C, (4) #4 & #8 GND ALL GROUNDING REQUIREMENTS L.----- PERMIT 3/3/17 SEE 5/E260 X (N) FOUNTAIN PUMP DISCONNECT SWITCH SEE PANEL SCHEDULE (60A/3P• STARTER COMBO (N) PANEL-A • 400A,208/120V,3PH,4W, 22K AIC REUSE (E) CONDUIT AND EXTEND CONDUIT AS REQUIRED Q ALL CIRCUIT BREAKERS 22K AIC •• •• (N) (3) #8 & #10 GND <> SEE PANEL SCHEDULE ONE LINE DIAGRAM PNL (E) FOUNTAIN MOTOR TO REMAIN 19LP99101 15HP,480V,3PH (E) PANEL 100A,208/120V,3PH,4W • TO REMAIN IN (E) LOCATION CONTRACTOR SHALL RECONNECT ALL EXISTING CIRCUITS OF THIS PANEL TO RESPECTIVE LOADS AND PROVIDE NEW CONDUIT AND WIRE AS REQUIRED REFERENCE ONLY NOT APPROVED WITH THIS PERMIT ONE LINF DIAGRAM ( \TS ) Scale AS NOTED \ ..,..,_ ConsultingEngineers 2007 S.E. AshgSt. Date March 3, 2017 IAT-Portland, OR 97214 � � (503} 234-0548 Sheet No. °° I • INC.FAX: 234-0677 SHEET COTES : deem 1 1 0 CUT (E) TELEPHONE LINES AT THE U.G. PULL BOX (SEE E270 FOR PULL BOX) AND SPLICE 935 SE Alder Street Portland Oregori.71214 ALTRONIX SONITROL-2 { TRENCH THE AREA WHERE THE TELEPHONE UNDERGROUND CONDUITS ARE LOCATED NEW TELEPHONE LINES FROM PULL BOX TO NEW TELEPHONE BOX IN LOW VOLTAGE ROOM. . SIMPLEX tel 503239987 fax 5032396558 TO BE RELOCATED TO BE RELOCATED BOX SONITROL- 1 USING HYDROVAC SYSTEM SO THAT EXISTING U.G. UTILITIES ARE NOT DAMAGED. • TO BE RELOCATED IDENTIFY THE EXACT LOCATION OF U.G. TELEPHONE CONDUIT AND WHILE THE LINES ARE PULLED > opm SEE E320 SEE E320 i 1 =€>€s:«€z>�� :.::»moupiiiim .::.::::::. :.. OUT, CUT THE EXISTINGU.G. CONDUIT AND PROVIDE NEW CONDUIT, COUPLINGS AND ELBOWS ;y:;:_:;:_;. . iSnSEE E320 " "' I € AND RE—ROUTE THE EXISTING CONDUIT TO UNDER THE NEW TELEPHONE BOX AND MAKE FINAL CONNECTION TO THE TELEPHONE BOX. EXERCISE EXTREME CAUTION NOT TO DAMAGE THE FIBER OPTIC LINES DURING THIS TRANSITION. we 4a1P 02 CUT (E) FIBER OPTICS LINE AT THE U.G. PULL BOX (SEE E270 FOR PULL BOX) AND SPLICE DOOR ~~ _ BOX—F NEW (6) FIBER LINE FROM PULL BOX TO SERVER ROOM VIA FIBER BOX IN LOW VOLTAGE ROOM. SIMPLEX BOX S 1 l(3 LEX 1 TO BE RELOCATED ® TRENCH THE AREA WHERE THE FIBER OPTIC UNDERGROUND CONDUITS ARE LOCATED I USING HYDROVAC SYSTEM SO THAT EXISTING U.G. UTILITIES ARE NOT DAMAGED. SEE E320 IDENTIFY THE EXACT LOCATION OF U.G. FIBER OPTIC CONDUIT AND WHILE THE LINES ARE PULLED I OUT, CUT THE EXISTING U.G. CONDUIT AND PROVIDE NEW CONDUIT, COUPLINGS AND ELBOWS _ AND RE—ROUTE THE EXISTING CONDUIT TO UNDER THE NEW FIBER OPTIC BOX AND MAKE FINAL C TELEPHONE CONNECTION TO THE FIBER OPTIC BOX. I i PATCH EXERCISE EXTREME CAUTION NOT TO DAMAGE THE FIBER OPTIC LINES DURING THIS TRANSITION. LUTRON PANELS 3 NOT USED. TYP OF (6) JUNCTION I DURHAM } BOX ® CONTRACTOR SHALL RELOCATE EXISTING ORANGE INNERDUCT WITH A GROUP OF DATA CABLES TPS BUILDING REMODEL } ENTERING THE IN SLAB DUCT. COORDINATE WITH OWNER THE EXACT LOCATION WHERE THE CABLE 1 € NEEDS TO BE RELOCATED TO AND PROVIDE NEW CABLE AS REQUIRED. CLEAN WATER SERVICES O CONTRACTOR SHALL RELOCATE EXISTING SINGLE MODE FIBER OPTIC CABLES. SEE NOTE #2 ABOVE. 1 1 JUNCTION I ,' 5907 5906 CABLE TIE 16060 SW 85th Ave BOX D z , > 1 �< 6 PROVIDE NEW FIRE ALARM PANEL AND NEW FIRE ALARM DEVICES AS SHOWN ON E310 AND MAKE ` ,. PANEL O Tigard, OR 97224 TERMINATION TO ALL NEW DEVICES. 07 RELOCATE EXISTING SONETRAL SECURITY PANEL TO THE NEW LOCATION AND RECONNECT ALL SECURITY DEVICES TO EXISTING PANEL AS SHOWN ON E320 AND MAKE FINAL TERMINATION TO ALL O DEVICES. Project #: 6788 ® PROVIDE NEW TELEPHONE LINE FROM NEW TELEPHONE BOX TO THE EXISTING TELEPHONE PANEL IN SERVER ROOM AND PROVIDE ALL LABOR AND MATERIAL FOR MAKING FINAL TERMINATION JUNCTION TO ALL DEVICES. ' o € BOX 0 PROVIDE NEW FIBER OPTIC LINE FROM NEW FIBER OPTIC BOX TO THE EXISTING FIBEROPTICS PANEL IN SERVER ROOM AND PROVIDE ALL LABOR AND MATERIAL FOR MAKING FINAL TERMINATION I I TO ALL DEVICES. ® EXISTING BOX—D AND BOX—F TO BE RELOCATED. SEE E320 FOR DETAILS. BOX—D ® 1O CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING COAX CABLE THAT GOES FROM TELECOM CONDUIT — TO BE CONDUIT WALL TO WHERE IT EXITS THE BUILDING OUTSIDE THE EXISTING RECEPTION DESK AND GOES TO STUB—UPS ! RELOCATED — STUB—UPS { _ SEE E320 STUB—UPS OF (7) STREET TELEPHONE POLE. TYP OF (2) TYP FLOOR 1. �.., �,,__. .�_.......�__._ .. .. m . FLOOR « � 8 8 U 0] 1-- a d m m _ tJ O W V U w W � J m F- l� 1 EXISTING LOW VOLTAGE ELEVATION PLAN 2� EXISTING LOW VOLTAGE ELEVATION PLAN E300 EXISTING WEST WALL , F30 J EXISTING NORTH WALL APPROXIMATE LOCATION OF EXISTING U.G. TELE CONDUIT FIELD VERIFY EXACT LOCATION MECHANICAL MECHANICAL / APPROXIMATE LOCATION OF^ EXISTING U.G. FIBER CONDUIT 0 APPROXIMATE LOCATION OF EXISTING U.G. TELE CONDUIT FIELD VERIFY EXACT LOCATION IIII4 I a g\ ari I �2 APPROXIMATE LOCATION OF EXISTING U.G. FIBER CONDUIT ii i E11 \ �- II 1 / £ . II V 11 !PNL—MDP 2--- rev M,,, _,«.,«, t r-^f . ... v ,i,:i qk F t `""',.,r O [1.........,.i...411 \� ,,,,,� FS • ' •3::,4 ik,i,:z: /11://Y.E..•'...•'..•':':E..::.,.. ___I CUR./ II ;, "Pk \ \ �+ PNL—A ��;°``�� } , { , :2. 1 ,3 / : '�,. FE I rs `' I _ XFMR—T-11 E f =, ...... ::... i E 3 , <, ass::; II SHARE!)�,I,R / __ i. ,$ 1 SPARE h'hl .. GI NZ /� '��:>. a3"'+i,* ,a Y '. 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C7 �.�.> _ } i Ek ..,.......'E.,visz`§t< '� O W } �" .,,,� a:° s�..h�:.. s �� • �� \ II W Ill �,,, , /�/ J ,«,3 f' i. ,,. / i3 ;t `�\ 3 1 i +` 3`mC A`. .:i '„ wk, -anf:.,. `` ._ i i 6�i >,,1 `Y XFMR—T12 ,�.-{£ .mow \ ; ,;-;- � :u ._,,,�~,^ L.,,1 / f„ f } ' • EXPIRES 12-31-18 3 2 3 ; < z > r ,*�, TTB & CABLE /.....„ 0 NEW FIBEROPTICS OVERHEAD LINE ItatMi a_ _ T VO • Issue Revision Date SECURITY PNLAlb/ } F04107 € EXISTING BOX—D & BOX—F PERMIT 3/3/17 & FIBER BUNDLE / 1=300 � ' 310 ,. w r IN NEW LOCATION i ,� rriA #/// 1///. `° I ,',\ L r J L r — J 1 r it [1r — J 1r _, -Ir < r it sir--- 7r -Ir 1 I ISI i a i i a i I 1 I I I % 11 I I i i i i I ® NEW TELEPHONE OVERHEAD LINE 11 —1---4—,,..«.:._ >, I 1 ; - ,,,111 1 1 1 ., ..,.f_,} «,,,- }._ «,_.« ,}«,.� „«,,,.,«, .}.«, 1 „ -r----1----1, i «.. ,1 I J T— € Jit, `$= I 1 ; 1 1 I ,, ,, „«,.__,_,_„ _ «,««,},,,{....,«.«« __«««_„««,,,,,,,,,,,,,«««,_.},. I LI 1111 1 11 w—I \� E 7C4 td Li- t 10 ili.0 W W \\\ I I i iI v too, I I 6 as III I u I r ' a �� }k z v L �, i .,. -r , �* ” ELECTRICAL DEMO ie r 3� \ I 3 \ ELEVATION LA A O PLAN el .,+ v N a € 3 i' i • ''� I E `S'.. } € MO ' k 1 1 \\ f } 2 Yi Y;, \J 2 ,f 4.�t 3 '3fki ,\ 'i oK. ..,\ •:\ 40',V,',.,, I E Irv` } h '2 '41;1''''''',N .�,r+, '\, :��'\'^. .„,„0-k*,,,,,,,,....,G;K,3 i" FcQ ""'C`. _.4 I ;»�; y 22?, .•�2 �s' \ `+ *: k ' `} \ '� { ` `s ,}f N 4.44:** '' i 'x'`ai+ \ a�..:r PR: • '':':' t. ';-,;'N. . .««««„«,«, I�cx 'fix, #£ .w«.,..,«,. �.x- ,,,«. _« , "a:,, ., 3.,�, \°. S: '" Y i`l ` '`2 is ,. ., N ; I ,:* a n I«„ :.;: REFERENCE ONLY 1 s € € _ } \ s € NOT APPROVED WITH THIS PERMIT , \.. ---""1- t...,...\\\'\\>'�#4,<."s}.._`.:,. r+�'k�\�\\:,\''..: a". �\1\;;ti.:............?,'?\a.:...:<...,.a..',',.a\\+.,,,.,.:,,:.b-- '+3i,;'.+,..:_a...,......•\'t\\;.'P',.......,,.....:.,.,...x ,. ..,.. ., ,»,,,.., ,.,., ..,.....,,,... ~:,,.,,,.», .,.> ...:. :.: ..,.....f ;;,,,....:.1...,� J .::s1..x:..,.„:.:::y:::;.,;. &?:3��\....v., :.j,. ''':\\\U:��:A'w..>.,.......,....?n,�'w\'\,.?G, ,..�C() 1\/1 Scale AS NOTED .,:l'',1‘,1„,. Consulting Engineers 11 7 2007 S.E. Ash St. Date March 3, 2017 EXISTING LOW VOLTAGE U . G . CONDUIT PLN 1 NEW LOW VOLTAGE U .G . CONDUIT PLAN Portland, OR 97214 (503) 234-0548NEW WALLS SHOWN NEW WALLS SHOWNC3) 30E300 INC.FAX: 234-0677 Sheet No. , ,, k d e e a • F F /_Ø © O F • C O ARGHITECTURE _ II C TS FS \ T F ' 935SE Alder ,Portland Oregon 97214 tel.5032391987 Bis 5003239 6558 THIS GENERAL NOTE APPLIES TO THE ENIRE FIRE ALARM SYSTEM. CONTRACTOR SHALL PR❑VIDE ALL VOLTAGE DROP AND • -a- BATTERY CALCULATI❑NS TO BE REVIEWED AND APPROVED d BY THE ELECTRICAL ENGINEER AND LOCAL JURISDICTI❑N 0 c F k F HAVING AUTHORITY. NO PURCHASE OR WORK SHALL BE ANNUNCIATION PERFORMED BEFORE SUBMITTAL AND APPROVAL OF ABOVE CALCULATI❑NS. CIRCUIT(S) Z ❑ NES - ALARM FACP 1- SPRINKLER FLOW 2- SPRINKLER TAMPER REMOTE ANNUNCIATOR 3- CORRIDORS AND LOBBY NORTH SIDE / TS-P \: 4- CORRIDORS AND LOBBY SOUTH SIDE DURHAM / 'PIV' POST INDICATOR VALVE 3 5- ALL COMMON AREAS TPS BUILDING REMODEL 6- ALL PULL STATIONS CLEAN WATER SERVICES EMERGENCY CONNECT TO PANEL-19LP99101-5 ( I 1 DIALER ) TO MONITORING; ` ENCY \ 16060 SW 85th Ave CONNECT TO PANEL-??? Tigard, oR 97224 Project #: 6788 2 FRE ALARM RISER D AGRAN k ' [310 NOT TO SCALE ) i :\ AQ, (1`, ! ! ! MEC H I CLOSET - mm _�..� m717°H- m..... W.�+ �.. FOUNTAIN STORAGE 0 4 �' __. /2 7< �, MCI° /ELEC SPRINKLER N ! 4 I " ROOM ROOM \ /7/ 1 _� k..,. / 4 i j ,, w ;D) i i 1 1 F .__ 1 37 € .. ,. .i.:.,...; '-'''' �) .'\,,, .I E —� M E C I° hf- I ?i ,./CONFERENCE ROOM ,."'"' ' \ '�� %(ylj 1 ! 0 1_,), € ROOM , WP Ew._ 1 \ - � ,----- 1 1----N\ ILI ( Eli WI ( ) (---fri III �y�-. .M 1 VY IIIIIIi i i A w,:,,,,:w,,. i�i,T.,...., i #...........:.:. , ,, 4..--- ,�,'117''' .0t" ''":" ''' ' .,'f''''''. ,'.''' \ .,'"' " ':' It.. `� \\/' _ i _ L. L 8 EVER --'': 7.4 ,- 7'7-771 1 I :J 53 TOILET TOI T ///` O ® \ i r--"; K. II ,g'� v '-' '''''. "'''. • ''' '' -\ :!]:4110 N \ )1E) RISs , \ W , \ N k i X00 'f t X00 - - )\,,,\ g128 I - ; f'' ; li m rj IpG� BEAM )0 ' — I.. ....._._.� 135 ' ;.,,.c.) • FA - O 1% m m l i a 129 1 ! t , • p FACP REMOTE SUPPLY ANNUNCIATOR i — �� PANEL ,,- a € �� 1M --BATH Q x • © `\ '') r104 O FIE 0 MECH 1I 0 0 0� T ° CLOSET . Q f0:IFFIe: LA K121 ii... o 0, CEILING STROBE : . . ,130 , Q. R00 ego0WP D ,,_, _.)._. f T w \ IIIII ii llr 07 .� O 61 , O i O� � - � r Ff —n r2 IO : ICE OFFICE OFFICE F3I OFFICE OFFIC e ` / 0 0 118 ' 117 I 1 116 1 110 k € — ,,\ \ \ ,,,\.,,,,,, ,,,,, i . , (,7 PROF 4 IN s o "' OFFICE ; OFFICE k ..�.� _ I. �' 3 if k E w ; 0 k / .140, 120 L...., 119 € OR '. ! D b Y -11-41•119 yNER A. NAS EXPIRES 12-31-18 Issue Revision Date 1 FRE ALARM PLA \ E310 1/8'=1 '-o" PERMIT 3/3/17 GEN ERAS NOTES : SHEET NOTES : A- ALL FIRE ALARM DEVICES SHOWN ON THIS SHEET ARE NEW UNLESS OTHERWISE SPECIFIED. 01 CONTRACTOR SHALL CONSOLIDATE ALL FIRE ALARM RUNS ACROSS LOBBY INTO A SINGLE LESS CONSPICUOUS LOCATION. FIELD VERIFY EXACT LOCATION WITH ATCH/OWNER, FIRE ALARM PLAN B- PROVIDE ALL NEW CONDUITS, CONDUCTORS AND MAKE FINAL CONNECTION FROM FACP TO ALL DEVICES. O NOT USED. i k 03 LOCATE SMOKE DETECTOR IN DROPPED FLAT WOOD CEILING. VERIFY EXACT LOCATION OF SMOKE DETECTOR WITH LOCAL AHJ PRIOR TO FINAL INSTALLATION. ® LOCATE SMOKE DETECTOR AT CEILING HIGH POINT AT CENTER OF SPACE AND WITHIN 3'-0" OF REFERENCE ONLY PEAK MEASURED HORIZONTALLY. USE WIREMOLD OR OTHER APPROVED METHODS TO ASSURE NOT APPROVED WITH THIS PERMIT THE FIRE ALARM WIRING IN THESE AREAS ARE AESTHETICALLY APPROVED BY THE ARCHITECT. VERIFY EXACT LOCATION OF SMOKE DETECTOR WITH LOCAL AHJ PRIOR TO FINAL INSTALLATION. 05 CONTRACTOR TO VERIFY EXACT LOCATION OF FIRE ALARM ANNUNCIATOR PANEL WITH FIRE MARSHAL \ 1 PRIOR TO FINAL INSTALLATION. Consulting Engineers 2007 S.E. Ash St. Scale AS NOTED HA_Portland, OR 97214 (503) 234-0548 Date March 3, 2017 INC.FAX: 234-0677 Sheet No. °°°° ',,' li ilk, dee & AlICHRE TECTU s SHEET NOTES : GENEAL \ OTES : r _ INC €. 935SE Alder Sty,PortLvrid Oregon 97214 987 Aix 5Ct3 Z396558 ` TELE/DATA OUTLETS (NOT SHOWN) IN THE EXISTING ROOM, PROVIDE NEW DEVICES AND COVER PLATES AND EXTEND A- ALL DEVICES, BOXES, OUTLETS, AND PANELS SHOWN ON THIS SHEET ARE NEW UNLESS OTHERWISE SPECIFIED. CONDUIT AND PROVIDE NEW CAT6 TO MAIN SERVER AS REQUIRED AND MAKE FINAL TERMINATION AS SHOWN. O. TELE/DATA OUTLETS (NOT SHOWN) IN THE EXISTING WALL, PROVIDE NEW CAT6 TELE/DATA DEVICES AND COVER PLATES AND EXTEND B- PROVIDE ALL NEW CONDUITS, CONDUCTORS AND MAKE FINAL CONNECTION FROM PANEL TO ALL OUTLETS AND EQUIPMENT. d CONDUIT AND PROVIDE NEW CAT6 TO MAIN SERVER AS REQUIRED AND MAKE FINAL TERMINATION AS SHOWN. O3 CONTRACTOR SHALL CONSOLIDATE ALL TELE/DATA RUNS ACROSS LOBBY INTO A SINGLE LESS C- ALL NEW DEVICES AND WIRING IN EXISTING WALLS MUST BE RECESSED- NO EXPOSED CONDUITS OR SURFACE MOUNTED CONSPICUOUS LOCATION. FIELD VERIFY EXACT LOCATION WITH ATCH/OWNER. BOXES ALLOWED. REMOVE AND REPLACE FINISHES AS NEEDED TO INSTALL NEW TELE/DATA SYSTEM. ® SEE E300 FOR ROUTING NEW TELEPHONE AND FIBER OPTIC LINES. D- ALL NEW TELE/DATA DEVICES SHALL BE CAT6. 05 PROVIDE NEW TELE/DATA BOX, DEVICE AND COVER PLATE ON THE WALL FOR DIGITAL DISPLAY AND CONNECT TO MAIN SERVER VIA CAT6 CABLE. FIELD VERIFY EXACT LOCATION AND MOUNTING HEIGHT OF OUTLETS WITH ARCH/OWNER. © ROUTE CONDUIT AND DATA CABLE FROM PROJECTOR TO CREDENZA FOR DATA COMMUNICATION. i7 PROVIDE NEW TELE/DATA BOX, DEVICE AND COVER PLATE ON THE CEILING AND CONNECT TO MAIN SERVER VIA CAT6 CABLE. \ \ DURHAM FIELD VERIFY EXACT LOCATION OF OUTLETS WITH ARCH/OWNER. \ \ TPS BUILDING REMODEL ® RELOCATE EXISTING SCADA SYSTEM TO NEW LOCATION AS SHOWN AND PROVIDE NEW CAT6 CABLES, DEVICES AND COVER PLATE AND MAKE FINAL TERMINATION AT THE SCADA AND MAIN SERVER. FIELD VERIFY EXACT LOCATION OF SCADA WITH ARCH/OWNER. CLEAN WATER SERVICES O g RELOCATE EXISTING (2) SONITROL & (1 ) ALTRONIX SECURITY PANELS, DEVICES AND PROVIDE NEW WIRING AND CONNECT ALL NEW DEVICES TO EXISTING SONITROL PANEL. PROVIDE WIRING ANREQUIRED DEVICPER MANUFACTURER RECOMMENDATION AND MAKE FINAL TERMINATIONS. FIELD VERIFY EXACT LOCATION ' 16060 SW 85th Ave OF ALL DEVICES WITH ARCH/OWNER. CONNECT ALL (2) SONITROL & (1 ) ALTRONIX PANELS TO PANEL 19LP99101 -9 EITHER BY RECEPTACLES OR HARD WIRED. \\\ Tigard, OR 97224 \\O 10 RELOCATE EXISTING CCTV CAMERAS AND DEVICES TO NEW LOCATION AND CONNECT ALL CAMERAS TO CCTV MONITOR VIA NEW COAXIAL CABLE. PROVIDE CABLE AND REQUIRED DEVICES PER MANUFACTURER RECOMMENDATION AND MAKE FINAL TERMINATIONS. FIELD VERIFY EXACT LOCATION OF ALL DEVICES WITH ARCH/OWNER. Project #: 6788 11 PROVIDE NEW TELE/DATA BOX, DEVICE AND COVER PLATE FOR EACH OUTLET AS SHOWN AND CONNECT TO MAIN SERVER VIA CAT6 CABLE. FIELD VERIFY EXACT LOCATION OF OUTLETS WITH ARCH/OWNER. 0 0 H I 'ET ---\0 FOUNTAIN I E STORAGE QJ €L .-'' o F147-2 3 4, f1. I � EEE 19 42 Ar-,F\ ©, c•.--; 26L� PRN ��2 € O ,,--� t8 ROOM 1'8O € LOOM O ,-€ € 71 I "139 € N � INCE ;� , s f'' €� _ ..... MH m ® '5- 1 42 AFI, -' 0 El!,2Z''Ir o,----- 1 QQ € ROOMTYPICAL € E -..,; _ - ' \ ‘../ """- 9 ji i----0E--„,7-1 IL 131 I ,, !sill cciL r----\ 71 ,_. . ..., .,. (LI man, in i t ,. - i / I ,_ ....... 0 s OU x9 I y ;, ,„ ,.L.A, 18 \ \ �'�,, 7 r'' ' 41 C---5\--'''c--,N 7:'i‘?,kizti--"\ r 2t: -41! RFK _ - : D LIBRA .' T`�E ET ` 31LT € s ,, �� > .8 K 1_ WORK o IMT F 1 = Op' .-- ti ��: 4,. L �. Y <. ) , 0,0- 6 uF ,, O . ._ AREla ,. € ' 1 _._. FIBER ZONE 9__ y �, I 1� w E 3 � � T ITER Lrr N \'( .0 x ❑ ,-' .k L - u 3 '� M 1 - � 18 3 � ...,.A �. gym..... O � - �� ... ...., _ ._ ... .....-. .. - .... ... .,.. ,., _... ..,. .., mm .... ,._ .. , „ ,... _.. ;+�_ .... ...� � .... ....._ � .. ... _,._.. .... .. ..��... ... ,�...,...,.,—�x_ rM'1,. ..... ... ........ ... .. «.. �'„ - l"' � .....,.... ..,. ROOM q COP �.......... � € 18 : i OFF1:1E , _ SERVER RACK II O O ' 0 { - 1 '104 P' #s \ ' 1 57i € ,. 1 ,OSET__.... FWD.. .. Ii. € 130 _ ..• ,, <> </\ B:-Z,t 3, e x , 1- 1 r ,,,.i. O Yom. ... �......1 , � � ;�:,:� �.:� .. I . .......�.. �,, F ,, 1 1 ' p 0 , J'.i� 3 i, F , , ! e ©w 1=1 beF'�,o 4.a r!•,,,,--f�✓ ` EJ ,_-_ } 1711 , \z- \,, ,K , w. 2 ,L.0 ,mow , ; 1 =3.....__.....0 ' "ems }< 1 1 x. C� OFFIC r 4FFICE x:: E � E 0 F �' s' � R H OT� i 00 4� t „ ,,\),, PROF I `R I 3 'V V E ��e Y `/ 114 ry $ — I , F �f \ ' \ \Y- i'<> 0-0 ' 12 1 FE13 - x o r \\,,i ,:. / .:7 \'') \ \,;,,-' , GI E�� ,y”' w ... ... ............. ............. _ — ,... .-.......... ...........» .»..........OFFIP ....� ,' 1_17 �1." ,...f; .. 5 Jam. ............ .- .... ,.. �r .::• f ^.- - ^» ---. - � rl ---'1 'a�)" �1 11 1:73 =.. .._ _...,....,... .._ ..,. CO G_ i, 1 120 1 I 11 oR '"4$ 1 vG(Y V,.1997 (C\ o k r = n 4/41ER A, NA,P EXPIRES 12-31-18 12 INSTALL EXISTING PUSH BUTTONS TO OPEN DOOR IN NEW LOCATION AND RECONNECT PUSH BUTTONS TO SONITROL SYSTEM VIA NEW CONDUCTORS SAME TYPE AS EXISTING AND MAKE FINAL TERMINATION. LOCATE BUTTONS AT UNDERSIDE OF NEW RECEPTION DESK AND I CONCEAL WIRING IN ADJACENT WALL. CONNECT PUSH BUTTONS VIA NEW DEDICATED PHONE LINE PROVIDED BY FRONTIER. 1 TELE/ 3ATA/S EC U P ITY/C CTI/ PLAN Issue Revision Date 13PUSHBUTTONS TO SONITROL SYSTEM � INSTALL EXISTING PUSH BUTTONS TO OPEN DOOR IN NEW LOCATION AND RECONNECT E32 11/8'=1 '-0" PERMIT 3/3/17 VIA NEW CONDUCTORS SAME TYPE AS EXISTING AND MAKE FINAL TERMINATION. LOCATE BUTTONS AT UNDERSIDE OF JANE'S DESK IN NEW OFFICE AND CONCEAL WIRING IN ADJACENT WALL. CONNECT PUSH BUTTONS VIA NEW DEDICATED PHONE LINE PROVIDED BY FRONTIER. 14 INSTALL EXISTING PUSH BUTTONS TO OPEN GATE IN NEW LOCATION AND RECONNECT PUSH BUTTONS TO BOX-F (BOX-F FED FROM PEPS). BOX-F CONNECTS TO PEPS VIA THE COPPER TRUNK CABLE VIA BOX-D. VIA NEW CONDUCTORS SAME TYPE AS EXISTING AND EXTRA CAT 5/6 CABLE. LOCATE BUTTONS AT UNDERSIDE OF NEW RECEPTION DESK AND TELE/DATA/SECURITY/ CONCEAL WIRING IN ADJACENT WALL. CONNECT PUSH BUTTONS VIA NEW DEDICATED PHONE LINE PROVIDED BY FRONTIER. CCTV PLAN 15 INSTALL EXISTING PUSH BUTTONS TO OPEN GATE IN NEW LOCATION AND RECONNECT PUSH BUTTONS TO BOX-F (BOX-F FED FROM PEPS). BOX-F CONNECTS TO PEPS VIA THE COPPER TRUNK CABLE VIA BOX-D. VIA NEW CONDUCTORS SAME TYPE AS EXISTING AND MAKE FINAL TERMINATION. LOCATE BUTTONS AT UNDERSIDE OF JANE'S DESK IN NEW OFFICE AND CONCEAL WIRING IN ADJACENT WALL. CONNECT PUSH BUTTONS VIA NEW DEDICATED PHONE LINE PROVIDED BY FRONTIER. 16 REFERENCE ONLY EXISTING BOX-D & BOX-F IN NEW LOCATION. NOT AP PROVED WITH THIS PERMIT 17 REPLACE (E) CAT5 PATCH PANEL WITH MULTIMEDIA PATCH PANELS. VERIFY EXACT PATCH PANEL REQUIREMENTS WITH OWNER. ConsultingEngineers 18 PROVIDE NEW SECURITY DEVICES AS SHOWN AND CONNECT TO EXISTING SONITROL PANELS VIA NEW WIRING AS SHOWN. FIELD VERIFY 02007 S.E. Ash St. Scale AS NOTED EXACT LOCATION OF DEVICE WITH SONITROL PRIOR TO INSTALLATION. APortland, OR 97214 (503) 234-0548 Date March 3, 2017 E 19 OUTLET SHALL BE LOCATED ON FABRIC WRAPPED WALL PANEL. PROVIDE EXTENDED J-BOX. JNC.FAX: 234-0677 Sheet No. � , _, ,, x ________ ______ _ 1 d e c a ARCHITECTURE - INC . 935 SE Alder Street.*Portland Oregon c7214tel 503 2391987 fix 503 239 558 • PANEL MOP LOCATION: ELEC SRM PANEL A. LOCATION: ELEC RM PANEL LLDB-1 LOCATION: ELEC CLOSET 480Y/277V VOLT 400 AMP 3 PHASE 4 WIRE 208Y/120 VOLT 400 AMP 3 PHASE 4 WIRE 208Y/120 VOLT 400 AMP € 3 PHASE 4 WIRE I d CIR# BREAKER LOAD DESCRIPTION LOAD CIR# BREAKER LOADDESCRIPTION LOAD CIR# BREAKER LOAD DESCRIPTION LOAD A P. TYPE A B C A. P. TYPE A B C A P. TYPE A B C 1 20 3 H WH4 3,000 1 20 1 R REC ROOM 102 900 1 30 1 M CP-1,CP2,CP-3&CP-4 912 3 - - H * 3,000 3 20 1 R REC ROOM 102 900 3 20 1 M LVI-1,2,3 360 5 - - H * 3,000 5 20 1 L SITE LIGHTING 1,500 5 20 1 M LVE-130;138&LVR-1,2,3,4 720 7 20 1 SPARE 7 20 1 L SITE UGHT1NG 1,500 7 30 1 M CP-5,CP-6,&CP-7 684 9 20 1 SPARE9 20 1 M DP-2 600 9 20 1 R FLOAT CONTROLLED WATER FILL SYSTEM 250 11 20 1 SPARE 11 20 1 R ELECTRIC VEHICLE CHARGER ' 1,920 11 20 1 M WH-1 1,200 13 20 1 SPARE 13 20 1 SPARE 13 20 1 M RCP-1 240 OUTSIDE 720 15 20 1 R REC 15 20 1 SPARE 15 20 1 M EF-137&138 &140 360 17 20 1 SPARE 17 20 1 R REC ROOM 106 900 17 20 1 R REC ROOM 107 900 19 20 1 SPARE 19 20 1 R REC ROOM 106 900 19 20 1 R REC ROOM 131 900 21 20 1 SPARE 21 20 1 SPARE 21 20 1 H EWH-142 504 23 20 1 SPARE 23 20 1 R PLOT IER 1,500 23 20 2 M EXISTING UPS POWER TO REMAIN 1,440 25 30 3 SPARE25 - - M * 1,440 DURHAM 25 20 1 R REC ROOM 135 1,080 27 SPARE 27 20 1 R REC ROOM 136 1,080 27 20 1 M DP-1 600 29 - - SPARE 29 20 1 R REC ROOM 133 1,080 29 20 1 R REC ROOM 107 900 TPS BUILDING REMODEL 31 40 3 M FOUTAIN PUMP 5,81731 20 1 R REC 137 1,080 31 20 1 M DISHWASHER 1,500 33 - - M * 5,817 33 20 1 R REC ROOM 138,140,141 1,080 33 20 1 R REC ROOM 108A 900 CLEAN WATER SERVICES 35 - - M * 5,817 35 20 1 R REC ROOM 101A 1,080 35 20 1 R REG ROOM 118 1,080 37 150 3 G TRANSFORMER T-11(PNL-A) 34,199 37 300 3 G PNL-LLDB-1&2 24,620 37 20 1 R REC ROOM 117 1,080 39 - - G * 29,527 39 - - G * 21,880 39 20 1 R REC ROOM 116 1,080 16060 SW 85th Ave 41 - - G * 34,535 41 - - G * 23,650 41 20 1 R RECROOM 115 1,080 Tigard, OR 97224 2 15 3 M CU-1 2,244 2 60 3 G PNL-19LP99101 1,150 2 20 1 R REC ROOM 114 1,080 4 - - M * 2,244 4 - - G * 1,250 4 20 1 R REG ROOM 113 1,080 6 - M * 2,244 6 - - G * 250 6 20 1 R REC ROOM 112 1,080 8 15 3 M CU-2 2,299 8 20 1 R DEDICATED REG ROOM 130 540 8 20 1 R REC ROOM 110 1,080 Project #: 6788 10 - - M * 2,299 10 20 1 R DEDICATED REC ROOM 130 540 I 10 20 1 R REC ROOM 109 1,080 12 - M * 2299 12 20 1 R POWER FOR ALL NON-DEDICATED IN 130 540 12 20 1 M REFRIG 850 14 15 3 M CU-3 2,909 14 20 1 L LIGHTING 102A, 105,106A, 104A,103A 1,087 14 20 1 M DISPOSAL 1,500 _ 16 - - M * 2,909 16 20 1 L LIGHTING 110, 109,107A, 108A, 101A 1,067 16 20 1 R REC ROOM 108A 1,500 18 - M * 2,909 18 20 1 L LIGHTING 135, 136,138,137, 139,138,140,141 1,027 18 20 1 R REC ROOM 108A 1,500 20 15 3 M CU-4 2,299 20 20 1 L LIGH11NG 111&112THRU 118 1,092 20 20 1 R REC ROOM 108A 1,500 22 - - M 2,299 22 20 1 L LIGHTING 119 THRU 127 760 22 20 1 R REC ROOM 110 24 - - M * 2,299 24 20 1 L LIGHTING 124,128,129,131,132 1,088 24 20 1 M FU-3 1,680 26 15 3 M CUA 2,244 26 20 1 L LIGHTING BUILDING MOUNT 250 26 15 1 M FU-5 1,680 28 - - M * 2,244 28 20 1 SPARE 28 20 1 M FU-4 960 30 = - M * 2,244 30 20 1 SPARE 30 20 1 M FU-6 1,680 32 15 3 M CU-6 2,909 32 20 1 SPARE 32 20 1 M FU-7 1,680 34 - - M 2,909 34 20 1 SPARE 34 20 1 M MICROWAVE 1,500 36 - - M * 2,909 36 20 1 SPARE 36 20 1 SPARE 38 15 3 M CU-7 2,909 38 20 1 SPARE 38 20 1 SPARE 40 - M * 2,909 40 20 1 SPARE 40 20 1 SPARE • 42 - - M * 2,909 42 20 1 SPARE 42 20 1 SPARE } TOTAL KVA 178.15 60,827 56,155 61,163 TOTAL KVA 98.26 34,199 29,527 34,535 TOTAL KVA 70.15 24,620 21,880 23,650 TOTAL AMPS 214.37 219.59 202.73 220,81 TOTAL AMPS 272.95 284.99 246.06 287.79 TOTAL AMPS 194.86: 205,17 182.33 197:08 MAIN BKR. MLO FEEDER MAIN BKR. 350A MCB FEEDER MAIN BKR. MLO FEEDER BOTTOM X SURFACE AIC RATING: SOLID NEU BOTTOM SURFACE AIC RATING: SOLID NEU X BOTTOM SURFACE AIC RATING: SOLID NEU TOP FLUSH I.G..BUS TOP' FLUSH I.G.BUS TOP X FLUSH I.G.BUS . a PANEL LLDB-2 LOCATION: ELEC CLOSET PANEL 19LP99 01 LOCATION: SERVER RM 208Y/120'VOLT ! 400 AMP 3 PHASE 4 WIRE 208Y/120 VOLT 100 AMP 3 PHASE 4 WIRE CIR# BREAKER LOAD DESCRIPTION LOAD CIR# BREAKER LOAD DESCRIPTION LOAD A. P. TYPE A B C A P. TYPE A B I C 43 20 1 R REC ROOM 119 1,080 1 20 1 R CR-22 FOUNTAIN PUMP 250 45 20 1 R REC ROOM 120 1,080 3 20 1 L ARBOR POLE LIGHTS 750 47 20 1 R REG ROOM 121 1,080 5 20 1 R FIRE ALARM PANEL 250 49 20 1 R REC ROOM 122 1,080 7 20 1 R REC SERVER THIS ROOM 900 51 20 1 R REC ROOM 123 1,080 9 20 1 R (2)SON ITROL&(1)ALTRONIXPANELS 500 53 20 1 R REC ROOM 125 1,080 11 20 1 SPARE = 55 20 1 R REC ROOM 126 1,080 13 20 1 SPARE 57 20 1 R REG ROOM 127 1,080 15 20 1 SPARE 59 20 1 R REC OUTSIDE 900 17 20 1 SPARE 61 20 1 M CP-7 0 19 20 1 SPARE 63 30 1 M RF-2 1,656 21 20 1 SPARE } 65 15 1 M FU-1 1,200 23 20 1 SPARE IDD 67 20 1 M EXISTING VAULT FAN TO REMAIN 500 25 SPACE ,c'0)' PROFFs�, 69 15 1 M RF-1 1,656 27 SPACE 1�G I N��, /�� 1-4.,,, 73 44' 71 30 1 SPARE 0 29 SPACE /�i 73 15 2 M IAC/OAC-128 624 31 SPACE /ao,„., `/ b 75 - - M * 624 33 - SPACE (.4., " b 77 30 1 SPARE 35 SPACE q 1,,��9° <\ 79 70 3 SPARE 37 SPACE /1//VeR A. NPS 81 - - SPARE 39 SPACE 83 - SPARE 41 SPACE 1 EXPIRES 12-31-18 44 20 1 R REG ROOM 129 1,080 2 20 1 SPARE 46 20 1 R REC ROOM 129 1,080 4 20 1 SPARE 48 20 1 R REC ROOM 129 1,080 6 20 1 SPARE Issue Revision Date 50 20 1 SPARE 8 20 1 SPARE 52 20 1 R REG ROOM 129 900 10 20 1 - SPARE PERMIT 3/3/17 54 20 1 R COPIER 1,500 12 20 1 SPARE 56 20 1 R COPIER 1,500 14 20 1 SPARE 58 20 1 R COPIER 1,200 16 20 1 SPARE 60 20 1 H HAND DRYER 1,500 18 20 1 SPARE 62 20 1 M MOTORIZED DOOR 1,500 20 20 1 SPARE 64 20 1 R ALL OTHER RECS COPIER ROOM 900 22 20 1 SPARE 66 15 1 SPARE 0 24 20 1 SPARE 68 20 1 R REC SERVER ROOM 900 26 SPACE 70 20 1 M EXISTING SPRINKER CONTROL TO REMAIN 100 28 SPACE PANEL SCHEDULES 72 15 1 M FU-2 1,200 30 SPACE 74 30 1 SPARE 32 SPACE 76 20 2 SPARE 34 SPACE 78 - SPARE 36 SPACE 80 44 3 SPARE 38 SPACE 82 - - SPARE 40 SPACE 84 - - SPARE 42 SPACE TOTAL KVA 30.24 9,344 11,356 9,540 TOTAL KVA 2.65 1,150 1,250 250 REFERENCE ONLY TOTAL AMPS 84.00 ! 77.87 94.63 79.50 TOTAL AMPS 7.36 9.58 10.42 2.08 NOT APPROVED WITH THIS PERMIT MAIN BKR. MLO FEEDER MAIN BKR. 60A MCB FEEDER BOTTOM SURFACE AIC RATING: SOLID NEU BOTTOM SURFACE AIC RATING: SOLID NEU X TOP. X FLUSH I.G.BUS TOP X FLUSH I.G.BUS \ D Consulting Engineers 2007 S.E. Ash St. Scale AS NOTED 01 .1,[Portland, OR 97214 (503) 234-0548 Date March 3, 2017 INC.FAX: 234-0677 Sheet No. 11,11 1,1 II1